Barry Whitfield Architectural Design Portfolio by B. Christopher Whifield

BARRY C. WHITFIELD

Architecture Portfolio • Thomas Jefferson University • 2020

TABLE OF CONTENTS PEARL'S LANTERN INDEPENDENT ASSISTED LIVING ARTIST STUDIOS WILLIAMSBURG TOWERS THE CENTER GROWING GREEN PERMIT DRAWING SAMPLES

PAGE 6 PAGE 8 PAGE 14 PAGE 18 PAGE 22 PAGE 28 PAGE 36



PEARL'S LANTERN Design Studio 8

The task for this project was to design a dwelling that responded to a harsh environment. There were several location choices and I chose to build in the Florida Everglades, Pearl Bay specifically. Pearl's Lantern was a designed as an alternative to the Chickees as resting place for adventures kayaking their way through the Florida Everglades. The greatest design challenge I faced with this project was creating permanent housing in an ever changing marsh environment. Through a combination of precisely spaced light wood framing clad in translucent polycarbonate the floating building stands out against the lush green of the surrounding mangroves. At night where the chickees would be almost impossible to see, Pearls Lanterns set themselves apart by glowing against the night back drop. With doors and windows that fit so neatly into the framing it leaves nearly no profile against the smooth façade the buildings resemble floating lanterns. During the day all of the spaces can be opened to allow one to truly appreciate the natural environment around them while also granting them the comforts of home.

Simple Platform

Exterior to interior circulation space between masses

Light wood structural framing

Section

Floor Plan

Extruded Mass

Split mass in two

Trellis to emphasize circulation and add shading



Independent Assisted Living

INDEPENDENT ASSISTED LIVING Barry Whitfield

Mission Statement: The objective is to provide differently abled users supportive dwellingDesign situation Studio 10 that promotes mental and physical health. The design goal is to identify issues faced by the inhabitants and find design solutions to solve them while promoting a sense of independence and community. Mission Statement: The objective is to provide differently abled users supportive dwelling situation that promotes mental and physical health. The design goal is to identify issues faced by the Vision Statement: A world where differently abled individuals aren’t forced to change their inhabitants and find design solutions to solve them while promoting a sense of independence and expectations for their quality of life. community. Humans desire independence. Whether it be due to injury, illness, or the natural effects of Vision Statement: A world where differently abled individuals aren’t forced to change their aging, one’s ability to care for themselves tends to diminish. Too often do those who are unable expectations for their quality of life. to care for themselves, find themselves taken to an unfamiliar environment in order to receive around the clock care. These environments while well meaning, don’t necessarily foster a feeling Humans desire independence. Whether it be due to injury, illness, or the natural effects of of independence. This proposed independent assisted living facility is designed with the goal aging, one’s ability to care for themselves tends to diminish. Too often do those who are unable of empowering our tenants by creating a living situation that fosters a sense of community and to care for themselves, find themselves taken to an unfamiliar environment in order to receive belonging. around the clock care. These environments while well meaning, don’t necessarily foster a feeling of independence. This proposed independent assisted living facility is designed with the goal Using strategically placed green spaces we look to get our patients out of their rooms and of empowering our tenants by creating a living situation that fosters a sense of community and interacting with natured. Our physicians will live in on-site housing, allowing for around the clock belonging. care if needed while allowing for the spaces needed for the tenants to feel independent. The living spaces are designed with accessibility in mind, doing our best to make independent living a breeze. Using strategically placed green spaces we look to get our patients out of their rooms and interacting with natured. Our physicians will live in on-site housing, allowing for around the clock care if needed while allowing for the spaces needed for the tenants to feel independent. The living spaces are designed with accessibility in mind, doing our best to make independent living a breeze.

Form Creation Designate Space

Create Plaza Space

Develope Connectivity

Extrude Mass

Maximize Natural Light

Respond To Site



West Elevation Residential Building

West Elevation Administrative Building

East Elevation Residential Building

East Elevation Administrative Building

1

Ground Floor Plan (Plaza)

Second Floor Plan Residential

Program Guide: 1: Plaza 2: Parkway 3:Residential Lobby 4: Grocery 5: Worship 6: Library 7: Gym 8: Employee Lounge 9: Mail Room

8 ---

1: Apartments (80) 2. Winter Gardens (2) 3. Two Story Atrium (7)

1 -

Program Guide:

3 5

4th Floor Plan Administrative ---

15 15

11 13

1 10

Program Guide Continued:

Program Guide:

10: Commercial Space 11: Storage 12: Event Space 13: Employee Mail room 14: Urgent Care 15: Office Space

1: Apartments (12) 2: Patio 3: Ballroom / Cafeteria 4: Four Story Atrium

10 10 10 N

South Elevation

Section Cut Through Residential Corridor

7th Floor 62' - 0"

6th Floor 52' - 0"

5th Floor 42' - 0"

4th Floor 32' - 0"

North Elevation 3rd Floor 22' - 0"

2nd Floor 12' - 0"

1st Floor 0' - 0"

Section Cut Through South Elevation

14 4

ARTIST STUDIOS Design Studio 3

With this building I wanted to explore modularity, and a slight sense of instability. I liken it to a game of Jenga, with pieces extruded from the main core. Given that the building was going to be designed with artist in mind I also wanted it to feel sculptural, so while the push and pull feel of a game of Jenga you also get the sense that the structure may have been carved out of a larger cube. As it related to the area and the artist the goal of my design was to create a space that reflected the transition from residential to commercial that I feel occurs between Spring Garden and Vine Street. While my building doesn't necessarily scream high rise it does start to pull your eyes upward much like the apartment buildings that surround it. Within the building I wanted the studio spaces to offer each artist a bit of privacy and a unique view of the surrounding area. INSPIRATION

CONCEPT SKETCHES

CONCEPT DEVELOPMENT MODEL

1

EAST ELEVATION

NORTH ELEVATION

EAST SECTION

NORTH SECTION

Studio 2

Studio

FIRST FLOOR

FOURTH FLOOR

Gallery

Studio

Studio 8

Studio 9

SECOND FLOOR

FIFTH FLOOR

Studio

Gallery Studio

THIRD FLOOR

SIXTH FLOOR

1

WILLIAMSBURG TOWERS Design Studio 6

This project was designed as part of the ACSA Steel Competition. This was a group project where I worked with NyTesia Streeter to design a mixed use multifamily housing unit. When designing the Williamsburg Towers we looked to the idea of community spaces and great views as the guiding principles for our design. Located in the a rapidly developing Williamsburg section of Brooklyn, NY we wanted to make sure that this building served as more than just housing. Too often do people living in their high rise apartment and never take the time out to get to know their neighbors. Taking cues from the parks popping up in the surrounding area we made it a point to create various gather spaces both on the ground level and the upper levels of the structure. In the taller of the two towers we created a gathering space for the tenants just outside of the elevator, a wall of glass leading to patios that offer views of the Manhattan Skyline. In the smaller tower on Kent Avenue we have two bridges. One bridge is primarily for circulation between towers, while the second is another community outdoor spaces that allows for tenants to gather in a slightly more public space as they stay out of the way of the commuters below. Among the commercial spaces there is a plaza feature green space on the corner of 11th and Wythe with a view of The William Vale Hotel.

Determine Size Of The Site

Extrude full square footage of site to house commercial spaces.

Divide residential block in to two separate blocks to ensure all residents have views of the the Manhattan skyline and river.

Place block atop commercial block to house the residential units.

Raise the height of the second tower to provide line of site to the residents in the building that would have been blocked by the shorter tower. Cut hole beneath structure to allow residents to enter towers from street level.

Carve away sections of commercial block to improve circulation and create gathering

Connect the towers via a sky bridge to provide residents with outdoor space, and path ways to various facilities provided in both buildings.

1

Top Five Floor(6-11) Plans

Ground Level Commercial Fifth Floor Plan -

Short Tower Section -

Fourth Floor

Third Floor (Open Space)

Second Level Commer-

12'

3' 6' -

Tall Tower Section

Bridge Level Commer-

Third Level Commercial

2

30' 18'

60'

Looking towards Kent Ave while standing in the rear plaza.

Taking the walking path from the lower tower towards the main tower.

View of out door bridge going from the main tower to the tower on Kent Ave

View coming off of Kent Ave. and heaing up the stairs and to the main tower.

Voltaic

7th Floor Housing

THE CENTER

THE CENTER Design Studio 5

Fourth Floor

The purpose of the Center was to serve as a place forRooms the Confrence The purpose of to serve a place for theacclimated homeless to to homeless tothe getCenter back was on their feetas and become Green Roof getsociety. back on My theirgeneral feet andidea become general wasacclimated to createto a society. buildingMy that allowed idea was to to establish create a building allowed them to establish in the them "roots" that in the community. In design"roots" I lowered Scale: 1/8”placing = 1’-0 thebuilding community. In design I lowered building grade, below grade, placingthe the gallerybelow and gathering space theunderground. gallery and gathering space underground. upward off all of Moving upward all of myMoving floors extend ofmy a central floors extend offfloor of a central each floor serving a special purpose core, each servingcore, a special purpose in the rehabilitation in the rehabilitation process. studying the neighborhood learnedof interest process. By studying theBy neighborhood I learned ofIpoints Fifth Floor WorkShops of points interest in the community we'd like to incorporate into our Those in the of community we'd like to incorporate intoFloor our program. Second r oolF dnoceS Intake / Adminstation Glassprogram. Those points worked to influence the points worked to influence the extensionextension of each a noitatsof nfloor imdeach A / in ekafloor tnIparticular in adirection. particular The direction. The spaces wooded of spaces of the building to give wooded the building are toare give everything everything a connection the wooden "core" and also createaa feeling feeling of a connection to thetowooden "core" and also create of warmth more private areas. Scale: 1/8” = 1’-0 warmthininthe the more private areas. 0-’1 = ”8/1 :elacS

6th Floor Cafeteria

Roof Top Terrace

To the left is a map indicat points of interest to the re and the community. The Cente strategic positioning allows Scale: 1/8”businesses = 1’-0 wi reach multiple greatest of ease.

Residental Sleeping Area Residential Community Space

Art and Culinary Classes

roolF tnemesaB ecapS tnevE / yrellaG

Conferance Room Floor

7th Floor Housing

Doctor Offices Administration/Intake/Security

0-’1 = ”8/1 :elacS

Welcome / Lobby Gallery / Event Space

CONCEPT Concept

Third Floor roolF drihT Clincal Spaces secapS lacnilC

PROCESS Process Developmental DIAGRAMS

FLOOR PLATE

Floor Plate Scheme

Green Roof

Developemental Process

West Elevation

To the left is a map indicating the points of interest to the residents and the community. The Centers strategic positioning allows it to 6th Floor reach multiple businesses with the Cafeteria roolF ht6 greatest of ease.

roolF tsriF yrtnE / noisnetxE yrellaG

South Elevat

West Section

roolF htruoF smooR ecnerfnoC

airetefaC

Solar Voltaic Glass

0-’1 = ”8/1 :elacS

Scale: 1/8” = 1’-0 0-’1 = ”8/1 :elacS

Visual Communication Between Levels

7th Floor Housing roolF ht7 gnisuoH

roolF htfiF spohSkroW

PROGRAM Program Organization

West Section

Green Roof

South Elevation

South Section ROOF TOP TERRACE fooR neerG

1 Barry Whitfield

BASEMENT ---FOURTH FLOOR

FIRST FLOOR ---FIFTH FLOOR

SECOND FLOOR ---SIXTH FLOOR

THIRD FLOOR ---SEVENTH FLOOR

Visual Communication Between Levels

7th Floor Housing roolF ht7 gnisuoH

PROGRAM Program Organization

en Roof

South Elevation

Bar

South Section ROOF TOP TERRACE fooR neerG

Top Terrace Roof Roof Top Terrace ecarreT poT fooR

Residential Sleeping RESIDENTIAL DORMSArea

Residental Sleeping Area

aerA gnipeelS latnediseR ecapS ytinummoC laitnediseR

RESIDENTIAL COMMUNITY Residential Community Space Residential Community Space SPACES ART AND CLASSES ArtCULINARY and Culinary Classes Art and Culinary Classes

sessalC yraniluC dna trA

CONFERENCE ROOM

Confrence Rooms Conferance Room Floor roolF mooR ecnarefnoC seciffO rotcoD

To the left is a map indicatin points of interest to the resi and the community. The Centers strategic positioning allows i reach multiple businesses with greatest of ease. ssalG ciatl

DOCTORS OFFICE Doctors Offices Doctor Offices ADMIN/INTAKE/SECURITY

Admin / Intake / Security Administration/Intake/Security ruceS/ekatnI/noitartsinimdA ybboL / emocleW

LOBBY / Lobby Welcome / Welcome Lobby GALLERY/EVENT SPACE Gallery / Event Space Gallery / Event Space

ecapS tnevE / yrellaG

Barry Whitfield

Developemental Process

ssecorP latnemepoleveD

left is a map indicating the of interest to the residents e community. The Centers

1

2

eht gnitacidni pam a si tfel eht oT stnediser eht ot tseretni fo stniop

WEST ELEVATION ELEVATION WEST

 26

WEST SECTION WEST SECTION

SOUTH EVELATION

SOUTH ELEVATION

SOUTH SECTION

 2

GROWING GREEN

GROWING GREEN Design Studio 8

Positioned between Walnut and Chestnut streets, at the intersection of 24th and Sansom the project site exist in what is currently a parking lot. While researching the area we gound that its populated by young professionals and families. Seeing that it’s flanked by University city to the west and Center City to the east our goal was to create an environment thatPOSITIONED could serve as aWALNUT placeAND to raise a family asATwell as a tansitional BETWEEN CHESTNUT STREETS, THE INTERSECTION OF 24TH AND SANSOM THE PROJECT EXIST IN WHAT IS CURRENTLY A PARKING LOT. WHILE but residence for new collegeSITE graduates eager to enter the workforce, RESEARCHING THE AREA WE FOUND THAT IT’S POPULATED BY YOUNG PROFESSIONALS not AND eager to leave the city they’ve called home for so many years. In FAMILIES. SEEING THAT ITS FLANKED BY UNIVERSITY CITY TO THE WEST AND CENTER the CITY Rittenhouse found that public parks served as AS TO THE EASTNeighborhood OUR GOAL WAS TOwe CREATE AN ENVIRONMENT THAT COULD SERVE A PLACE spaces TO RAISE A FAMILY AS WELL AS for A TRANSITIONAL RESIDENCE FORthat NEW in COLLEGE gathering and social hubs the community. With mind EAGER TO ENTER THE WORKFORCE BUT NOT EAGER TO LEAVE THE CITY we GRADUATES chose to integrate green spaces into our project raising them in to the THEY’VE CALLED HOME FOR SO MANY YEARS. IN THE RITTENHOUSE NEIGHBORHOOD WE sky side byTHAT side withPARKS our residential units. FOUND PUBLIC SERVED AS GATHERING SPACES AND SOCIAL HUBS FOR THE COMMUNITY. WITH THAT IN MIND WE CHOSE TO INTEGRATE GREEN SPACES INTO OUR IN TO THE SKYopprotunities SIDE BY SIDE WITH OUR RESIDENTIALto UNITS. The PROJECT,RAISING green spacesTHEM wouldcreate for neighbors meet,

and through specialized program within these space find new friends withTHE similar The rooftop green spaceFOR is primarily for GREENinterest. SPACES WOULD CREATE OPPORTUNITIES NEIGHBORSdesigned TO MEET, AND THROUGH SPECIALIZEDproviding PROGRAM WITHIN SPACES FIND NEW FRIENDS WITH rainwater collection, grey THESE water to the building for irrigation and SIMILAR INTEREST. THE ROOFTOP GREEN SPACE IS PRIMARILY DESIGNED FOR RAINWATER maintenance purpose. Integrating in to the facade of all residential units COLLECTION, PROVIDING GREY WATER TO THE BUILDING FOR IRRIGATION AND is locally sourced reclaimed wood.INThe idea behind this design element MAINTENANCE PURPOSES. INTEGRATED TO THE FAÇADE OF ALL RESIDENTIAL UNITS LOCALLY SOURCED WOOD. THE IDEA BEHIND DESIGN ELEMENT IS it. is toIShelp tie the new RECLAIMED cuilding to the historically richTHIS area surrounding TO HELP TIE on THE the NEW facade BUILDING TO HISTORICALLY RICH AREAthe SURROUNDING IT. has Additionally asTHE party of the structure green wall ADDITIONALLY ON THE FAÇADE AS PART OF THE STRUCTURE THE GREEN WALL HAS panels of OF foliage alternating with voltaic panels, theTHE building PANELS FOLIAGE ALTERNATING WITHsolar SOLAR VOLTAIC PANELS, allow ALLOWING to take advantage of its strategic site placement by optiminzing solar BUILDING TO TAKE ADVANTAGE OF ITS STRATEGIC SITE PLACEMENT BY OPTIMIZING SOLAR GAINS. FEATURING FORTY-FIVE LIVING UNITSranging RANGINGfrom FROMone ONE bedroom BEDROOM TO gains. Featuring forty-five living units toTHREE the BEDROOM APARTMENTS THE PROJECT HOPES TO CHANGE THE WAY MULTI-FAMILY three bedroom apartments the project hopes to change the ay multiHOUSING IS VIEWED AND HOW COMMUNITIES ARE CREATED. family housing is viewed and how communities are created.

 28

PROGRAM

CASE STUDY THESIS MULTI-USE RESIDENTIAL ANALYSIS MODELS

DOUBLE LOADED CORRIDOR INITIALLY STARTED WITH A DOUBLE LOADED CORRIDOR TO MAXIMIZE NUMBER OF APARTMENT UNITS

SINGLE LOADED CORRIDOR THEN MOVED ONTO A SINGLE LOADED CORRIDOR TO MAKE FOR BETTER EXPERIENCE AND CIRCULATION

BEST VIEWS

UTILIZED THE SINGLE LOADED CORRIDOR IDEA TO GIVE THE UNITS THE BEST VIEW OF THE RIVER POSSIBLE.

NATURAL SUNLIGHT ORIENTED THE BUILDING’S FOOTPRINT TO TAKE ADVANTAGE OF THE MOST NATURAL SUNLIGHT.

CONNECTION RESPONDED TO THE SITE AND CONNECTED TO EXISITNG RAILROAD CONNECTION.

 2

GRID DIAGRAM

PROGRAM DIAGRAM

11 45 GREEN SPACES

LIVING SPACES

GREEN SPACES

STRUCTURE DIAGRAM

PROGRAM

CASE STUDY THESIS MULTI-USE RESIDENTIAL ANALYSIS MODELS

LIVING SPACES

 3

STREET

PROCESS DIAGRAMS

PROGRAM

CASE STUDY THEIS MULTI-USE RESIDENTIAL ANALYSIS MODELS

18 31

PROPOSAL SITE PLAN PLANS ELEVATIONS RENDERINGS

 32

THIRD FLOOR PLAN

PROPOSAL SITE PLAN PLANS ELEVATIONS RENDERINGS

PROPOSAL

SITE PLAN PLANS ELEVATIONS NINTH FLOOR RENDERINGS

PLAN

NINTH FLOOR PLAN 23

23 

TECHNICAL

Soil Filter Fabric Reservoir Layer Rigid Insulation

STRUCTURE DETAILS EGRESS MEP

Protection Course Concrete Tub

Soil Filter Fabric Reservoir Layer Rigid Insulation Protection Course

Suspension Wire

Concrete Tub

Gypsum

Suspension Wire

Hard Wood Finish Rigid Insulation Precast Concrete Metal Decking Fire-Rated I-Beam

Gypsum

39 34



TECHNICAL STRUCTURE DETAILS EGRESS MEP

GREEN WALL PANEL WALL WATER PROOFING IRRIGATION SOIL

GREEN PLANT

 3

GREEN WALL DETAIL

55.75 SQ.FT

LUMBER FLOOR JOIST 3/4" THICK

BACKYARD AREA

376 SQ.FT

PROPOSED OCCUPIED AREA

720 SQ. FT

10" 21'-1"

FIRST FLOOR

3'-2"

P/L

FRONT 2ND FL

14'-1 7/8"

GROUND LEVEL

81 SQ.FT

WALL AREA = 136 SQ.FT OPENING AREA=70.01 SQ.FT

65.99 SQ.FT

WALL AREA =80.75 SQ.FT OPENING AREA=25 SQ.FT

55.75 SQ.FT

WALL AREA =136 SQ.FT OPENING AREA=31.34 SQ.FT

104.66 SQ.FT

FRONT

WALL AREA =80.75 SQ.FT SCALE: 3/16" = OPENING AREA=25 SQ.FT

55.75 SQ.FT

REAR

WALL AREA =136 SQ.FT OPENING AREA=13.5 SQ.FT

122.5 SQ.FT

PILOT HOUSE

P/L

2'-6"

P/L

5'-2"

REAR ELEVATION 1'0"

8'-6" GROUND LEVEL

REAR

3RD FL

NOTES SITE PLAN NOTES GEN NOTES MM MM MM BW

FIRST FLOOR

3'-2"

8'-6"

REAR

TOTAL REMAINING WALL AREA

CALCULATIONS WALL AREA = 136 SQ.FT OPENING AREA= 55 SQ.FT

8'-7" 8'-7" 8'-6"

8'-9"

LEGEND

BUILDING ZONE

WALKING ZONE

16'

BRADDOCK STREET 12' - 26' - 12'

BASE MOLDING FINISH FLOORING 1/2 PLYWOOD SUBFLOOR AT TREAD AND RISER

FIRST FLOOR

REQUIREMENTS BALUSTER SPACING CLEARANCE 4" MAX. CLEARANCE ABOVE NOSING 6'-8" MIN. LANDING LENGHT 3' 0" MIN. LANDING RAILLING 34" TO 38" ABOVE LANDING PER R311.7.7.1 NOISING 1-1/8 " RISE 7 3/4" MAXIMUM STAIR RAILLING 34" TO 38" ABOVE NOISING TREAD 11" MIN. WIDTH OF STAIRS 36" MIN.

"SIMPSON" FRAMING PLATE MODEL "LTP4" 24" O.C. TO ATTACH RIM BOARD TO TOP

ALL BRACING IN ACCORDANCE WITH 2009 IBC CODE SECTION 6

ATTACH ALL PLYWOOD SHEATHING TO TOP PLATE W/ 8D COMMON NAILS 3" O.C. AT PANEL EDGES

1 1/8 " PART .BD. BULLNOSE TREASGLUE & SCREWED

EQUALLY SPACED RISERS 7 3/4" MAX

GAS

w/W

3'-3"

10" SIDEWALK

w/W

8'-10"

GAS

12'

SECOND FLOOR

TOP PLATE

2X4 STUD 1/2" GWB

SIDE ELEVATION SCALE: 3/16" = 1'0"

(2) 5/8 " TYPE "X" GYPSUM BD TYP.UNDER STAIRS (3) 2X12 STRINGERS

ATTACH PLYWOOD SHEATHING TO STUDS W/ 8D COMMON NAILS 6" O.C. AT INTERMEDIATE STUDS

ATTACH PLYWOOD SHEATHING TO STUDS W/ 8D COMMON NAILS 3" O.C. AT PANEL EDGES

UL 501 UNDER THE STAIR

BACKYARD

TYPICAL INTERIOR STAIR SCALE 3/4" = 1'-0"

GROUND LEVEL

ROOF MEMBRANE ON 30LB ROOF FELT ON 1/2"ROOF SHEATHING

DOUBLE PLATE

(2) 2X4 OR 2X6 POST

SOFFIT BLOCKING

SITE PLAN SCALE: 3/16" = 1'0"

MAGDA GREEN DESIGN, LLC 1511 WALNUT STREET PHILADELPHIA, PA 19102 MOBILE: 609-892-1337 OFFICE: 267-804-7797 magdagreendesign@gmail.com

P/L

GAS

w/W

5' (NO ROOF DECK IN THIS AREA)

10"

2658 BRADDOCK STREET 19125 PHILADELPHIA, PA

12'-6"

P/L

1ST FL

45'

P/L PROPOSED PILOT HOUSE

FRONT

13'-4 1/8" P/L

40'

PROPOSED ROOF TOP DECK

OPENING CALCULATIONS WALL

NEW CONSTRUCTION THREE STORTY SINGLE FAMILY DWELLING W/ ROOF TOP DECK & PILOT HOUSE

8'-7" 10"

P/L

8'-7"

6'-11"

10"

THIRD FLOOR

SECOND FLOOR

FLOORS

01/03/19 02/15/19 03/06/19 04/27/21

1' 8'-7"

P/L

8'-7"

P/L

23'-2 1/4"

6x12

122.5 SQ.FT

1 2 3 4

8'-6" 3'-6"

8'-6"

3'-6"

ROOF TOP DECK VENTS

SECOND FLOOR

2660 BRADDOCK STREET PHILADELPHIA, PA

FULL STRINGER

BACKYARD

NUMBER DATE

PILOT HOUSE

P/L

PA#: 20211270880

REVISION TABLE REVISED BY DESCRIPTION

P/L

15'-4 1/4"

15'-9 3/4"

18'-11 9/16"

WALL AREA =136 SQ.FT OPENING AREA=13.5 SQ.FT

55.75 SQ.FT

4/27/2021

REAR 1,096 SQ.FT

P/L

1/2" GWB

INTERMEDIATE STUD

DATE:

5/4 " DECKING ( TYP) 1/8 " GAP (TYP) MIN 1/8 " PER 12" (TYP) 2X12 JOISTS @ 16" OC

4" BASE

SILL PLATE

NEW INTERIOR WALL DETAIL SCALE: 1" = 1'-0"

4/27/2021

DECK TO DRAIN UTILIZING FLOOR BOARD GAP, DECK CROSS SLOPE AND EXISTING ROOF DRAINAGE WATER WILL DRAIN THROUGH 1/8 " GAP BETWEEN FLOOR BOARDS DRAINAGE WILL BE REGULAR ROOF DRAINAGE UNDERNEATH.

ATTACH PLYWOOD SHEATHING TO SILL PLATE W/ 8D COMMON NAILS 3" O.C. AT PANEL EDGES 12" R-38 BATT INSUL.

"SIMPSON" FRAMING PLATE MODEL "LTP4" 24" O.C. TO ATTACH RIM BOARD TO BOTTOM. ROOF VENT SCALE 1/2"= 1'-0"

GWB CEILING

SCALE: AS NOTED

5' NET WIDTH OF PATH = 21 3/4" (20" MIN. REQUIRED FOR EGRESS) NET HEIGHT = 45 3/8" FOUNDATION LINE

DRAIN

LEGEND

9 SQ. FT. MIN.

BOMAN KEMP 4040 "EASY-BUCK" AND DOUBLE INSULATED VINYL WINDOW

FINISHED GRADE LINE

2X3 WD FRAMING 16" OC W/ R13INSULATION & 1/2" DRYWALL BOMAN KEMP 4040 "EASY-BUCK"

NEW EXTERIOR WALLS 2X6 @ 16" O.C ZONING USE: RSA-5

BOMAN KEMP 4'-0" ESCAPE LADDRES

LEDGER DETAIL 1/2" DIAMETER LAG SCREW OR BOLT,16" O.C

LAG SCREW 1/2" DIAMETER

FLOW ARROW

(36" MIN. PROJECTION REQUIRED FOR EGRESS)

A-1

SIDE VIEW-HORIZONTAL ANCHOR ATTACHMENT SCALE: 3/4"=1'-0"

LEDGER DETAIL 1/2" DIAMETER LAG SCREW OR BOLT,16" O.C

2X3 WD FRAMING 16" OC W/ R13INSULATION & 1/2" DRYWALL

ELECTRICAL SCHEDULE

LAG SCREW 1/2" DIAMETER

2X12

NEW SIMPSON HANGERS

SIDE VIEW-HORIZONTAL ANCHOR ATTACHMENT SCALE: 3/4"=1'-0"

PLAN VIEW WINDOW WELL LEGEND SCALE 3/8" = 1'-0"

SHEET:

2X10

NEW SIMPSON HANGERS

FRONT VIEW-HORIZONTAL ANCHOR ATTACHMENT SCALE: 3/4"=1'-0"

BOMAN KEMP 4'-0" ESCAPE LADDER (WHEN EXIT HEIGHT EXCEEDS 44")

WELL DRAIN SYSTEM GOING TO THE YARD GRAIN

BOMAN KEMP 4040 DOUBLEINSULATED VINYL WINDOW

GRAVEL BASE BOMAN KEMP 52-60 "EASY-WELL" (GRATE AND LEXAN COVER NOT SHOWN FORCLARITY)

PROPERTY ADDRESS: 2658 BRADDOCK STREET PHILADELPHIA, PA

LAND AREA: NEW INTERIOR 2X4 @ 16" O.C 1,184.00 SQ.FT PARTITION 1/2" GYPBD BOTH SIDES PROPOSE THREE STORY SINGLE FAMILY DWELLING

BOWMAN KEMP CLEAR LEXAN GRATE COVER BOMAN KEMP STEEL SAFETY GRATE

BOMAN & KEMP 5236-60 "EASY-WELL"

HORIZ. SLIDER

PROJECTION

BACKYARD

WALL AREA = 136 SQ.FT

P/L

S/W

WALL AREA = 136 SQ.FT OPENING AREA= 55 SQ.FT

104.66 SQ.FT

WALL AREA =80.75 SQ.FT OPENING AREA=25 SQ.FT

FRONT

CHEF HAT TURBINE 12"DIAMETER

P/L 1

S/W

FRONT

CALCULATIONS

WALL AREA =136 SQ.FT OPENING AREA=31.34 SQ.FT

THIRD FLOOR

P/L

WALL

P/L

T FL

OPENING CALCULATIONS

21 CONTRACTOR MUST NOTIFY BUILDING INSPECTOR AND OWNER PRIOR TO SUBSTITUTE CONSTRUCTION MATERIALS, AND/OR METHODS OF INSTALLATION DUE TO FIELD CONDITIONS. 22 PLEASE BE ADVISED THAT SEPARATE PERMITS WILL BE REQUIRED FOR THE MECHANICAL, ELECTRICAL, SPRINKLER SYSTEM AND PLUMBING WORK. 23 CONTRACTOR IS RESPONSIBLE FOR OBTAINING MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER SYSTEM IF REQUIRED BY THE SCOPE OF WORK. 24 ENGINEER AND DESIGN PROFESSIONAL IS NOT RESPONSIBLE FOR MEANS AND METHOD OF CONSTRUCTION. 25. WE ARE NOT RESPONSIBLE FOR ANY CONSTRUCTION MANAGEMENT DURING CONSTRUCTION. 26. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A 10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION.

P/L

OORS

BACKYARD

2656 BRADDOCK STREET PHILADELPHIA, PA

P/L

OVIDE SUPERIOR SEAM STRENGTH

65.99 SQ.FT

WALL AREA =80.75 SQ.FT OPENING AREA=25 SQ.FT

LOT AREA

ZONING USE: ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS ROADWAYS. THE CONTRACTOR SHALL REPAIR ANY RSA-5 * JOINTS AROUND WINDOW ANDUSE: DOOR FRAMES USE:BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES ZONING INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALLZONING EITHER EXCAVATION OR PAVEMENT FAILURES CAUSED BY THE RSA-5 RSA-5 AND WINDOW/DR. FME. * JOINTS BETWEEN WALL CAVITY LAND NOT AREA: SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES. NAILING CONSTRUCTION. 1,096.00 SQ.FT * JOINTS BETWEEN WALL AND FOUNDATION SPECIFICALLY IDENTIFIED ON THE DRAWINGS TO CONFORM WITH IRC TABLE R602.3(1). EXISTING SEMI / DET 3 STORY MASONRY 14 ALL DAMAGED EXISTING CURB, GUTTER, AND SIDEWALK * JOINTS BETWEEN WALL AND ROOF EXISTING THREE STORY MASONRY PROPOSE THREE STORY SINGLE FAMILY SHALL BE REPAIRED PRIOR TO ACCEPTANCE OF * JOINTS BETWEEN WALL PANELS DWELLING COMPLETED IMPROVEMENTS CARPENTRY: W/ PILOT HOUSE * UTILITY PENETRATIONS THROUGH EXTERIOR WALLS 15 THE CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF 8' 8' FRAMING NOTES: APPROVED DRAWINGS ONGLUED THE CONSTRUCTION SITE ATSHALL ALL BE FABRICATED IN CONFORMANCE WITH U.S. PRODUCT STANDARD PS 56, "STRUCTURAL LAMINATED MEMBERS TIMES. GLUED LAMINATED TIMBER" AND AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, AITC 117. EACH MEMBER SHALL BEAR AN AITC PROVIDE DOUBLE JOISTS. UNDER ALL WALLS RUNNING PARALLEL TO JOISTS. 16 THE CONTRACTOR SHALLOR PERFORM ALLIDENTIFICATION WORK ACCORDING APA-EWS MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER TO THE CITY, COUNTY, STATE AND SAFETY AND AFTER TRIMMING IN EITHER SHOP OR FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON SHALL BEFEDERAL APPLIED IMMEDIATELY PROVIDE POSITIVE VENTILATION AT EA. END OF EA.R AFTER SPACE AT VAULTED CEILING AREAS. HEALTH REGULATIONS OPERATIONS SHALL COMPLY WITH EG. BEAMS SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL GRADE, AND OF THE STRENGTH INDICATED BELOW: ALL CURRENT O.S.H.A. REGULATORY REQUIREMENTS. PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER I.B.C. SEC.R502.12. FRONT ELEVATION 17 ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE COMBINATION CITY PERMITTING PROCESS AND APPROVED PLAN BY THE SPECIES DEPTH SYMBOL USE SCALE: 3/16" = 1'0" PROVIDE POSITIVE CONNECTIONS AT EACH END OF ALL POSTS AND COLUMNS TO RESIST LATERAL DISPLACEMENT. CITY. ALL 24F - V4 DF/DF (SIMPLE SPAN) 18 BEFORE PROCEEDING WITH ALLWORK, CHECK 24F - ALL V8 THE DF/DF (CONT. OR CANTILEVER) ROOFING TO BE ENERGY STAR RATE AS HIGHLY REFLECTIVE BASE SHEET DIMENSIONS SHOWN ON STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL AND EXISTING SITE CONDITIONS. REPORT PREMANUFACTURED WOOD JOISTS: PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE LUMBER FLOOR JOIST 3/4" THICK INCONSISTENCIES TO THEDRAWINGS, DESIGN PROFESSIONAL BEFORE MANUFACTURED BY THE TRUS JOIST COMPANY, OR AN ENGINEER APPROVED EQUAL. PROVIDE BRIDGING IN PROCEEDING WITH THE WORK. REPORT THE ERROR IN CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS. JOISTS AND BRIDGING SHALL BE CAPABLE OF RESISTING THE WOOD LINTELS 8' SPAN, USE 3-2X12 WRITTEN FORMAT THE PROFESSIONAL WIND UPLIFT NOTED ON THE DRAWINGS. THE JOIST MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE 19 CHECK AND VERIFY IN THE FIELD ALL SIZES AND OF JOISTS IN WRITING TO THE ARCHITECT/ENGINEER. PREMANUFACTURED WOOD JOIST ALTERNATES PROPER INSTALLATION 6' SPAN OR LESS, USE 3-2X10 DIMENSIONS INVOLVING THE STRUCTURE AND WILLEXISTING BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, STIFFNESS, DIMENSIONAL, AND FIRE COORDINATE WITH NEW CONSTRUCTION. RATING REQUIREMENTS OF THE PROJECT, AND IS ICBO APPROVED. MINIMUM 4" BEARING PER SIDE 20 CONTRACTOR TO CONDUCT WORK IN ACCORDANCE TO THE 10'-9" 4'-3" INTERNATIONAL BUILDING CODE, LOCAL CODE AND OSHA THIS WILL COVER ALL LOCATIONS ON ALL FLOORS, INCLUDING PLACES WHERE JOIST SPANS INTO BUMP OUTS. SAFETY CODE.

P/L

A DURABLE ACRYLIC COATING THAT REPLICATES THE ALKWAY

81 SQ.FT

WALL AREA = 136 SQ.FT OPENING AREA=70.01 SQ.FT

PROPOSE THREE STORY SINLGE FAMILYREAR DWELLLING

ROOFING TO BE ENERGY STAR RATE AS HIGHLY REFLECTIVE BASE SHEET

DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF A VAPOR RETARDED TO BE INSTALLED BELOW THE CONCRETE SLAB ON GRADE PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND UNDERGROUND MEMBER UTILITIES. INDUSTRIAL PLYWOOD" OR APA PRP-108 PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, 12 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS UNLESS NOTED OTHERWISE EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN CONTRACTOR SHALL PROVIDE THE LOCAL BUILDING CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANELS ENDS AND EDGES, UNLESS OTHERWISE INSPECTOR 24 HOURS ADVANCED NOTICE. PROPERTY ADDRESS: INFILTRATION, ALL OPENINGS IN THE EXT. BLDG. ENVELOPE SHALL BE SEALED AGAINST AIR INFILTRATION. THE RECOMMENDED BY THE PANEL MANUFACTURER. 2658 BRADDOCK STREET PHILADELPHIA, PA 13 THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY NEIGHBORING ADDRESS: NEIGHBORING ADDRESS: FOLLOWING AREAS MUST BE SEALED. CONSTRUCTION DEBRIS AND MUD TRACKED ONTO EXISTING

P/L

PLY IS AN ASTM D 4434-04, TYPE lll THERMOPLASTIC

BEAR THE NAME AND SIGNATURE OF THE DESIGN LOT AREA 1,096 SQ.FT PROFESSIONAL. 8 WORKING DRAWINGS BY THEIR VERY NATURE ARE BACKYARD AREA 376 SQ.FT DIAGRAMMATIC AND DO NOT PROVIDE ALL DETAILS OR CONDITIONS OF CONSTRUCTION. HOWEVER, QUESTIONS PROPOSED OCCUPIED AREA 720 SQ. FT MAY ARISE AS TO THE DESIGN INTENT AND TO CONSTRUCTION TECHNICAL DETAILING WITHIN THESE DRAWINGS. AS CLARIFICATIONS, INTERPRETATIONS, AND REVISIONS ARE PART OF THE CONSTRUCTION PROCESS, MAGDA GREEN DESIGN LLC SHALL NOT BE LIABLE FOR ANY DIRECT, INDIRECT OR CONSEQUENTIAL DAMAGES AS A RESULT OF NOT PARTICIPATING IN THE CONSTRUCTION PROCESS. 9 DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK PA#: 20211270880 WITHOUT WRITTEN INSTRUCTIONS FROM THE ENGINEER OR DESIGN PROFESSIONAL. 10 CONTRACTOR SHALL PROCURE AND CONFORM TO ALL CONSTRUCTION PERMITS REQUIRED. 11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY NOTIFICATION CENTER OF THE CITY (CALL BEFORE YOU DIG), 811. CALL TWO BUSINESS DAYS PRIOR (NOT INCLUDING THE DAY OF THE CALL) TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 12 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE THE LOCAL BUILDING INSPECTOR 24 HOURS ADVANCED NOTICE. 13 THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY CONSTRUCTION DEBRIS AND MUD TRACKED ONTO EXISTING ROADWAYS. THE CONTRACTOR SHALL REPAIR ANY EXCAVATION OR PAVEMENT FAILURES CAUSED BY THE CONSTRUCTION. 14 ALL DAMAGED EXISTING CURB, GUTTER, AND SIDEWALK SHALL BE REPAIRED PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS 15 THE CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF APPROVED DRAWINGS ON THE CONSTRUCTION SITE AT ALL TIMES. 16 THE CONTRACTOR SHALL PERFORM ALL WORK ACCORDING TO THE CITY, COUNTY, STATE AND FEDERAL SAFETY AND HEALTH REGULATIONS OPERATIONS SHALL COMPLY WITH ALL CURRENT O.S.H.A. REGULATORY REQUIREMENTS. 17 ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE CITY PERMITTING PROCESS AND APPROVED PLAN BY THE CITY. 18 BEFORE PROCEEDING WITH WORK, CHECK ALL THE DIMENSIONS SHOWN ON STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL AND EXISTING SITE CONDITIONS. REPORT INCONSISTENCIES TO THE DESIGN PROFESSIONAL BEFORE PROCEEDING WITH THE WORK. REPORT THE ERROR IN PROJECT INDEX FORMAT THESITE PROFESSIONAL WRITTEN A-1:GENERAL, A-1 NOTES PLAN, ELEVATIONS, LOCATION TOTAL REMAINING WALL 19PLAN. CHECK AND VERIFY IN THE FIELD ALL SIZES AND AREA INVOLVING THE EXISTING STRUCTURE AND DIMENSIONS A-2: FLOOR PLANS. COORDINATE WITH NEW CONSTRUCTION. A-3: SCHEDULE. S 81 SQ.FT 20 CONTRACTOR TO CONDUCT IN ACCORDANCE TO THE A-4: ROOFS FRAMING PLANS,WORK DETAILS.

SMOKE DETECTOR

WALL AREA = 136 SQ.FT OPENING AREA= 55 SQ.FT

3RD FLOOR CEILING HEIGHT: 8' 7" FRONT 3RD FLOOR SQUARE FOOTAGE: 731.08 SQ.FT 2ND FL

SITE PLAN CALCULATION CHART 3RD FL

3 CONTRACTOR MUST PRESENT VALID CONTRACTOR'S WOOD LINTELS 8' SPAN, USE 3-2X12 LATERAL BRACING LICENSE ANDWALL INSURANCE TO OWNER/TENANT PRIOR TO COMMENCE WORK ON PREMISES. 6' SPAN OR LESS, USE 3-2X10 4 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, STIFFNESS, DIMENSIONAL, AND FIRE CARBON MONOXIDE/ DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT RATING REQUIREMENTS OF THE PROJECT, AND IS ICBO APPROVED. MINIMUM 4" BEARING PER SIDE SMOKE DETECTOR AND DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING ANY WORK. THIS WILL COVER ALL LOCATIONS ON ALL FLOORS, INCLUDING PLACES WHERE JOIST SPANS INTO BUMP OUTS. 5 REPORT ERRORS AND OMISSIONS TO THE DESIGN PROFESSIONAL IMMEDIATELY. 6 ENGINEER & DESIGNER IS NOT RESPONSIBLE IF THE CONTRACTOR DEVIATE FROM WORK AS SPECIFIED ON PLANS 7 THESE DRAWINGS ARE THE PROPERTY OF MAGDA GREEN PILOT HOUSE P/L DESIGN LLC AND MAY BE REPRODUCED ONLY WITH WRITTEN PERMISSION. AUTHORIZED REPRODUCTIONS MUST P/L BEAR THE NAME AND SIGNATURE OF THE DESIGN P/L PROFESSIONAL. 8 WORKING DRAWINGS BY THEIR VERY NATURE ARE P/L DIAGRAMMATIC AND DO NOT PROVIDE ALL DETAILS OR CONDITIONS OF CONSTRUCTION. HOWEVER, QUESTIONS MAY ARISE AS TO THE DESIGN INTENT AND TO CONSTRUCTION TECHNICAL DETAILING WITHIN THESE ROOF TOP DECK DRAWINGS. AS CLARIFICATIONS, INTERPRETATIONS, AND REVISIONS ARE PART OF THE CONSTRUCTION PROCESS, MAGDA GREEN DESIGN LLC SHALL NOT BE LIABLE FOR ANY DIRECT, INDIRECT OR CONSEQUENTIAL DAMAGES AS A ROOF DECK SYSTEM FOUNDATION NOTES: CARPENTRY: RESULT OF NOT PARTICIPATING IN THE CONSTRUCTION PROCESS. IB 60 MIL DECK SHIELD SINGLE-PLY IS AN ASTM D 4434-04, TYPE lll THERMOPLASTIC SLOPE CRAWL SPACE TO DRAIN. MAXIMUM SLOPE IS 2 HORIZ., 1 VERT. BETWEEN FOOTINGS AT DIFFERENT ELEVATIONS. SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAWN LUMBER SHALL CONFORM TO 9 DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK MEMBRANE WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL LUMBER 5'-6" NOT WITHOUT WRITTEN INSTRUCTIONS FROM THE ENGINEER OR ALL FOOTINGS TO REST ON CLEAN, FIRM UNDISTURBED SOIL. STEP FOOTINGS A REQUIRED TO MAINTAIN REQUIRED SPECIFICALLY NOTED TO BE D.F. #2 OR BETTER. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE DESIGN PROFESSIONAL. SKID RESISTANT DEPTH BELOW FINISH GRADES. PRESSURE TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL 10 CONTRACTOR SHALL PROCURE AND CONFORM TO ALL UP BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN CONSTRUCTION PERMITS REQUIRED. FLOOR TOP SURFACE IS COATEDTHIRD WITH A DURABLE ACRYLIC COATING CONCRETE STRENGTH, STEEL RELIEF ANGLE THAT REPLICATES THE 5' ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL HANGERS AND 11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR STEEL RELIEF ANGLE APPEARANCE OF A PEBBLED WALKWAY 3,000 PSI AT 28 DAYS FOR ALL SLABS. (FOUNDATION DESIGN BASED ON 2,500 PSI). NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE SIMPSON Z-MAX HANGERS OR STAINLESS STEEL. ALL SHEAR CONTACTING THE UTILITY NOTIFICATION CENTER OF THE 3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION. WALL SHEATHING NAILS SHALL BE COMMON NAILS ALL FRAMING NAILS SHALL BE COMMON NAILS. OR HOT DIPPED GALVANIZED CITY (CALL BEFORE YOU DIG), 811. CALL TWO BUSINESS THERMALLY WELDED SEAMS PROVIDE SUPERIOR SEAM STRENGTH MAXIMUM SLUMP, 4" BOX NAILS. FRAMING NAILS SHALL BE PER IBC TABLE 2304.9.1 DAYS PRIOR (NOT INCLUDING THE DAY OF THE CALL) TO

P/L

DESIGN LLC AND MAY BE REPRODUCED ONLY WITH SITE WRITTEN PLAN CALCULATION CHART PERMISSION. AUTHORIZED REPRODUCTIONS MUST

PROVIDE POSITIVE VENTILATION AT EA. END OF EA.R AFTER SPACE AT VAULTED CEILING AREAS.

PROVIDE POSITIVE CONNECTIONS AT EACH END OF ALL POSTS AND COLUMNS TO RESIST LATERAL DISPLACEMENT.

WALL SWITCH PREMANUFACTURED WOOD JOISTS: PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUS JOIST COMPANY, OR AN ENGINEER APPROVED EQUAL. PROVIDE BRIDGING IN RECESSED LIGHTING CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS. JOISTS AND BRIDGING SHALL BE CAPABLE OF RESISTING THE WIND UPLIFT NOTED ON THE DRAWINGS. THE JOIST MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE EXHAUST FAN (LIGHT) PROPER INSTALLATION OF JOISTS IN WRITING TO THE ARCHITECT/ENGINEER. PREMANUFACTURED WOOD JOIST ALTERNATES

P/L

CONTRACTOR DEVIATE FROM WORK AS SPECIFIED ON PROPOSE PLANSTHREE STORY SINLGE FAMILY DWELLLING 7 THESE DRAWINGS ARE THE PROPERTY OF MAGDA GREEN

PROVIDE DOUBLE JOISTS. UNDER ALL WALLS RUNNING PARALLEL TO JOISTS.

ELECTRICAL SCHEDULE

USE (SIMPLE SPAN) (CONT. OR CANTILEVER)

P/L

LICENSE AND INSURANCE TO OWNER/TENANT PRIOR TO 1ST FLOOR CEILING HEIGHT: 8' 6" COMMENCE WORK ON PREMISES. 1 ST FLOOR SQUARE FOOTAGE: SQ.FT 4 CONTRACTOR SHALL VERIFY720 ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT 2ND AND FLOOR CEILING OF HEIGHT: 8' 7" DESIGNER ANY DIMENSIONAL ERRORS, OMISSIONS 2ND OR FLOOR SQUARE FOOTAGE: 731.08 SQ.FT ANY WORK. DISCREPANCIES BEFORE BEGINNING 5 REPORT ERRORS AND OMISSIONS TO THE DESIGN 3RD PROFESSIONAL FLOOR CEILING IMMEDIATELY. HEIGHT: 8' 7" 3RD FLOOR SQUARE FOOTAGE: 731.08 SQ.FT 6 ENGINEER & DESIGNER IS NOT RESPONSIBLE IF THE

SPECIES DF/DF DF/DF

P/L

ENERGY CONSERVATION NOTES PROPOSED WORK TO COMPLY W/ 2015 IRC OR IBC ENERGY PROVISIONS OF CHAPTER 4 IN COMPLIANCE OF CERTIFICATE OF DESIGN AS SUBMITTED. STANDARD GENERAL NOTES FOR CONSTRUCTION 1 CONTRACTOR TO OBTAIN BUILDING PERMIT FROM THE PHILADELPHIA L&I DEPARTMENT PRIOR TO COMMENCE WORK ON PREMISES BUILDING CHARACTERISTICS 2 CONTRACTOR RESPONSIBLE FOR ENGACING QUALIFIED INSPECTORS TO PERFORM CODE REQUIRES SPECIAL BASEMENT CEILING HEIGHT: 7' 6" INSPECTOR. BASEMENT SQUARE FOOTAGE: 531.73 SQ.FT 3 CONTRACTOR MUST PRESENT VALID CONTRACTOR'S

2 CONTRACTOR RESPONSIBLE FOR ENGACING QUALIFIED NEW INTERIOR 2X4 @ 16"CODE O.C REQUIRES SPECIAL INSPECTORS TO PERFORM PARTITION 1/2" GYPBD BOTH SIDES INSPECTOR.

P/L

SITE PLAN CALCULATION CHART LOT AREA: 1,096 SQ.FT BACKYARD AREA: 376 SQ.FT OCCUPIED AREA: 720 SQFT BUILDING GENERAL NOTES PROPOSE BUILDING CONSTRUCTION TYPE VB ALL EXTERIOR CEILING TO HAVE BATT INSULATION MIN. R-49 ALL EXTERIOR WALLS TO HAVE BATT INSULATION R-21 BASEMENT WALLS TO HAVE BATT INSULATION MIN.R-13 AIR VENT IN FRONT PROPOSE CEILING HEIGHT BASEMENT CEILING HEIGHT: 7' 6" FIRST FLOOR CEILING HEIGHT: 8' 6" SECOND FLOOR CEILING HEIGHT: 8' 6" THIRD FLOOR CEILING HEIGHT: 8' 6" PILOT HOUSE :7' 6" BUILDING CODE: CODE JURISDICTION 2015 INTERNATIONAL RESIDENTIAL CODE or 2018 INTERNATIONAL BUILDING CODE 2004 PHILADELPHIA PLUMBING CODE 2017 INTERNATIONAL ELECTRIC CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL ENERGY CONSERV. CODE

DEPTH ALL ALL

FRONT 2ND FLOOR CEILING1ST HEIGHT: FL 8' 7" REAR 2ND FLOOR SQUARE FOOTAGE: 731.08 SQ.FT

FRAMING NOTES:

PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER I.B.C. SEC.R502.12.

COMBINATION SYMBOL 24F - V4 24F - V8

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BUILDING CHARACTERISTIC PROPERTY ADDRESS: 2658 BRADDOCK ST, PHILADELPHIA, PA, 19125 LOT AREA: 1,096 SQ.FT ZONING USE:RSA-5 PROJECT DESCRIPTION: PROPOSE THREE STORIES SINGLE FAMILY WITH ROOF DECK AND PILOT HOUSE OWNER INFORMATION NAME: M & B EAGLES LLC MAILING ADDRESS: 1625 N COMMERCE PKWY STE, FORT LAUDERDALE FL. 33326

GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. PRODUCT STANDARD PS 56, "STRUCTURAL GLUED LAMINATED TIMBER" AND AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, AITC 117. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. BEAMS SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL GRADE, AND OF THE STRENGTH INDICATED BELOW:

BACKYARD

PROJECT INDEX A-1:GENERAL, A-1 NOTES SITE PLAN, ELEVATIONS, LOCATION PLAN. A-2: FLOOR PLANS. A-3: SCHEDULE. S A-4: FRAMING PLANS A-5: BRACING PLANS A-6: WALL FRAMING DETAIL A-7: WALL FRAMING PLANS A-8: A-8: WALL FRAMING CONTINUED A-9: FRONT WALL DETAIL, BAY DETAIL A-10: WALL DETAIL CONTINUED A-11: UNDER PINNING, SECTION A-12: STAIR DETAIL A-13: SHEETING + SHORING

* JOINTS BETWEEN WALL PANELS * UTILITY PENETRATIONS THROUGH EXTERIOR WALLS

CARPENTRY:

DRAWN BY: BW

2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL ENERGY CONSERV. CODE

FRONT VIEW-HORIZONTAL ANCHOR ATTACHMENT SCALE: 3/4"=1'-0"

PROJECT INDEX A-1:GENERAL, A-1 NOTES SITE PLAN, ELEVATIONS, LOCATION PLAN. A-2: FLOOR PLANS. A-3: SCHEDULE. S A-4: ROOFS FRAMING PLANS, DETAILS. A-5: WALLS FRAMING PLANS, A-6: WALLS FRAMING PLANS, A-7: SECTIONS, STAIRS DETAILS. A-8: A-8: BRACING PLANS. A-9: DETAILS A-10: A-11: A-12: WALLS DETAILS A-13: SHEETING + SHORING BUILDING CHARACTERISTIC

SMOKE DETECTOR

CARBON MONOXIDE/ SMOKE DETECTOR

EXHAUST FAN (LIGHT)

LEGEND

BUILDING CHARACTERISTICS

SITE PLAN CALCULATION CHART

NEW EXTERIOR WALLS 2X6 @ 16" O.C

NEW INTERIOR 2X4 @ 16" O.C PARTITION 1/2" GYPBD BOTH SIDES

BASEMENT CEILING HEIGHT: 7' 6" BASEMENT SQUARE FOOTAGE: 682.00 SQ.FT 1ST FLOOR CEILING HEIGHT: 8' 6" 1 ST FLOOR SQUARE FOOTAGE: 623 SQ.FT

LOT AREA

1,184.000 SQ.FT

BACKYARD AREA

548.070 SQ.FT

PROPOSED OCCUPIED AREA

635.930 SQ. FT

FRAMING NOTES:

FRONT 1ST FL

CO/SD

OPENING AREA=25 SQ.FT

2ND FL

PROVIDE POSITIVE CONNECTIONS AT EACH END OF ALL POSTS AND COLUMNS TO RESIST LATERAL DISPLACEMENT.

LUMBER FLOOR JOIST 3/4" THICK

REAR

WOOD LINTELS 8' SPAN, USE 3-2X12 6' SPAN OR LESS, USE 3-2X10 MINIMUM 4" BEARING PER SIDE

WALL AREA =136 SQ.FT OPENING AREA=13.5 SQ.FT

LOT AREA

1,184.000 SQ.FT

BACKYARD AREA

548.070 SQ.FT

PROPOSED OCCUPIED AREA

635.930 SQ. FT

55.75 SQ.FT

1ST FLOOR CEILING HEIGHT: 8'SQ.FT 6" 104.66 WALL AREA =80.75 SQ.FT FRONT 1 ST FLOOR SQUARE FOOTAGE: 623 SQ.FT OPENING AREA=25 SQ.FT 55.75 SQ.FT

3RD FL

ROOFING TO BE ENERGY STAR RATE AS HIGHLY REFLECTIVE BASE SHEET

PREMANUFACTURED WOOD JOISTS: PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUS JOIST COMPANY, OR AN ENGINEER APPROVED EQUAL. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS. JOISTS AND BRIDGING SHALL BE CAPABLE OF RESISTING THE WIND UPLIFT NOTED ON THE DRAWINGS. THE JOIST MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF JOISTS IN WRITING TO THE ARCHITECT/ENGINEER. PREMANUFACTURED WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, STIFFNESS, DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF THE PROJECT, AND IS ICBO APPROVED.

81 SQ.FT

WALL AREA =136 SQ.FT OPENING AREA=31.34 SQ.FT

REAR

PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER I.B.C. SEC.R502.12.

USE (SIMPLE SPAN) (CONT. OR CANTILEVER)

WALL AREA = 136 SQ.FT OPENING AREA= 55 SQ.FT

WALL AREA = 136 SQ.FT BASEMENT CEILING HEIGHT: 7' 6" REAR OPENING AREA=70.01 SQ.FT 65.99 SQ.FT BASEMENT SQUARE FOOTAGE: 682.00 SQ.FT WALL AREA =80.75 SQ.FT FRONT

PROVIDE DOUBLE JOISTS. UNDER ALL WALLS RUNNING PARALLEL TO JOISTS.

PROVIDE POSITIVE VENTILATION AT EA. END OF EA.R AFTER SPACE AT VAULTED CEILING AREAS.

SITE PLAN CALCULATION CHART

4/27/2021

NUMBER C01 SMOKE DETECTOR C02 C03 CARBON MONOXIDE/ SMOKE DETECTOR C04 C05 EXHAUST FAN (LIGHT) C06 C07 C08 C09

OPENING CALCULATIONS TOTAL REMAINING WALL WALL CALCULATIONS BUILDING CHARACTERISTICS AREA

FLOORS

122.5 SQ.FT

2ND FLOOR CEILING HEIGHT: 8' 7" 2ND FLOOR SQUARE FOOTAGE: 639.00 SQ.FT 3RD FLOOR CEILING HEIGHT: 8' 7" 3RD FLOOR SQUARE FOOTAGE: 649.00 SQ.FT

THIS WILL COVER ALL LOCATIONS ON ALL FLOORS, INCLUDING PLACES WHERE JOIST SPANS INTO BUMP OUTS.

PROPOSE THREE STORY SINLGE FAMILY DWELLLING

A, 1'-10"

2'-6"

7 9/16"

LEGEND PROJECT INDEX A-1:GENERAL, A-1 NOTES SITE PLAN, ELEVATIONS, LOCATION PLAN. A-2: FLOOR PLANS. A-3: SCHEDULE. S 16' A-4: FRAMING PLANS A-5: BRACING PLANS 2'-6" A-6: WALL FRAMING 6'-8" DETAIL A-7: WALL FRAMING PLANS A-8: A-8: WALL FRAMING CONTINUED 3'-6" A-9: FRONT WALL DETAIL, BAY DETAIL A-10: WALL DETAIL CONTINUED A-11: UNDER PINNING, SECTION A-12: STAIR W04DETAIL A-13: SHEETING + SHORING

3'-8"

UP 16' 5'

2'-0 1/16"

4'-3 1/8"

1'-11 15/16"

3'-3"

4'-11"

C3 A9

W02

D10

W01

W02

W01

W05

C04

W03

10'-6 1/8"

LATERAL WALL BRACING SOLID BLOCKING 16'

(2) 2 X 10 I JOIST

9'-7 1/2" BUILDING CHARACTERISTIC ADDRESS: 2658 BRADDOCK ST, PHILADELPHIA, PA, 19125 LOT AREA: 1,096 SQ.FT ZONING USE:RSA-5 PROJECT DESCRIPTION: PROPOSE THREE STORIES SINGLE FAMILY WITH ROOF DECK AND PILOT HOUSE BATH 7'-2" X 14'-5" OWNER INFORMATION NAME: M & B EAGLES LLC MAILING ADDRESS: 1625 N COMMERCE PKWY STE, FORT LAUDERDALE FL. 33326CLOSET

D12 PROPERTY

C03

C13

15' BEDROOM

C16 SD

CO/SD

C03 C14

ROOF DECK SYSTEM CARPENTRY:

C05

9'-0 1/2"

15'-0" X 14'-0"

CLOSET

C10

C03

14'-5"

C02

14'

C07

4'-11" X 14'-5"

C12

14'

3'-1"

C01 C09

4 7/8"

NEW INTERIOR 2X4 @ 16" O.C PARTITION 1/2" GYPBD BOTH SIDES

C03

NEW EXTERIOR WALLS 2X6 @ 16" O.C

6'-7 1/2"

C05

FOUNDATION NOTES:

D03

4 1/2" 6 15/16" 3'-0 7/16"

C16

D06

7'-1 1/16"

7'-4"

2'-0" X 4'-6"

D14

2 X 10 @ 16" O.C

SITE PLAN CALCULATION CHART LOT7'-2" AREA: 1,096 SQ.FT 2' BACKYARD AREA: 376 SQ.FT OCCUPIED AREA: 720 SQFT BUILDING GENERAL NOTES PROPOSE BUILDING CONSTRUCTION TYPE VB ALL EXTERIOR CEILING TO HAVE BATT INSULATION MIN. R-49 ALL EXTERIOR WALLS TO HAVE BATT INSULATION R-21 BASEMENT WALLS TO HAVE BATT INSULATION MIN.R-13 D07 AIR VENT IN FRONT DN PROPOSE CEILING HEIGHT D07 BASEMENT CEILING HEIGHT: 7' 6" FIRST FLOOR CEILING HEIGHT: 8' 6" SECOND FLOOR CEILING HEIGHT: 8' 6" THIRD FLOOR CEILING HEIGHT: 8' 6" PILOT HOUSE :7' 6" BUILDING 3' CODE: CODE JURISDICTION 2015 INTERNATIONAL RESIDENTIAL CODE or 2018 STAIRWELL 2'-10" X 8'-10" INTERNATIONAL BUILDING CODE UP 2004 PHILADELPHIA PLUMBING CODE 2017 INTERNATIONAL ELECTRIC CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL ENERGY CONSERV. CODE

D11

CARPENTRY:

(2) 2 X 12 I JOIST

ROOF DEC

(2) 2 X 12 I JOIST

KITCHEN 15'-0" X 19'-0"

15'

NEW CONSTRUCTION THREE STORTY SINGLE FAMILY DWELLING W/ ROOF TOP DECK & PILOT HOUSE

2658 BRADDOCK STREET 19125 PHILADELPHIA, PA

5'-6"

11'-10 13/16"

6 15/16"

2'-6"

1'-6"

4'-6"

7 9/16"

NOTES SITE PLAN NOTES GEN NOTES

SPECIES DF/DF DF/DF

SCHEDULE

MM MM MM BW

NEW INTERIOR 2X4 @ 16" O.C PARTITION 1/2" GYPBD BOTH SIDES

ELECTRICALCABINET SCHEDULE

REVISION TABLE REVISED BY DESCRIPTION

NEW EXTERIOR WALLS 2X6 @ 16" O.C

INFILTRATION, ALL OPENINGS IN THE EXT. BLDG. ENVELOPE SHALL BE SEALED AGAINST AIR INFILTRATION. THE FOLLOWING AREAS MUST BE SEALED. * JOINTS AROUND WINDOW AND DOOR FRAMES * JOINTS BETWEEN WALL CAVITY AND WINDOW/DR. FME. * JOINTS BETWEEN WALL AND FOUNDATION * JOINTS BETWEEN WALL AND ROOF * JOINTS BETWEEN WALL PANELS * UTILITY PENETRATIONS THROUGH EXTERIOR WALLS

LEGEND

DEPTH ALL ALL

USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS UNLESS NOTED OTHERWISE

01/03/19 02/15/19 03/06/19 04/27/21

ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS TO CONFORM WITH IRC TABLE R602.3(1).

THERMALLY WELDED SEAMS PROVIDE SUPERIOR SEAM STRENGTH

A VAPOR RETARDED TO BE INSTALLED BELOW THE CONCRETE SLAB ON GRADE

1 2 3 4

PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA PRP-108 PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANELS ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER.

CARPENTRY:

TOP SURFACE IS COATED WITH A DURABLE ACRYLIC COATING THAT REPLICATES THE APPEARANCE OF A PEBBLED WALKWAY

CONCRETE STRENGTH, 3,000 PSI AT 28 DAYS FOR ALL SLABS. (FOUNDATION DESIGN BASED ON 2,500 PSI). 3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION. MAXIMUM SLUMP, 4"

NUMBER DATE

BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL HANGERS AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE SIMPSON Z-MAX HANGERS OR STAINLESS STEEL. ALL SHEAR WALL SHEATHING NAILS SHALL BE COMMON NAILS ALL FRAMING NAILS SHALL BE COMMON NAILS. OR HOT DIPPED GALVANIZED BOX NAILS. FRAMING NAILS SHALL BE PER IBC TABLE 2304.9.1

ALL FOOTINGS TO REST ON CLEAN, FIRM UNDISTURBED SOIL. STEP FOOTINGS A REQUIRED TO MAINTAIN BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY (ORREQUIRED ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN (2) 2 X 12 I JOIST DN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL HANGERS AND SKID RESIS DEPTH BELOW FINISH GRADES. NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE SIMPSON Z-MAX HANGERS OR STAINLESS STEEL. ALL SHEAR (2) 2 X 10 I JOIST

W08

GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN5'-2" CONFORMANCE WITH U.S. PRODUCT2'-3"STANDARD PS2'-3"56, "STRUCTURAL 5' 3'-10" OF GLUED LAMINATED TIMBER" AND AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, AITC 117. EACH 9'-6" MEMBER SHALL 3'-3" 3'-3" BEAR AN AITC 1'-5 7/8" 10 3/4" RALLEL TO JOISTS. 3'-7 1/2" 7'-1" 3'-2" OR APA-EWS IDENTIFICATION MARK AND BE16'ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. 16' ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON SECOND FLOOR - PROPOSE INTERIOR LAYOUT R SPACE AT VAULTED CEILING AREAS.BASEMENT - PROPOSE INTERIOR LAYOUT FIRST FLOOR - PROPOSE INTERIOR LAYOUT EG. BEAMS SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL GRADE, AND OF THE STRENGTH INDICATED BELOW: SCALE:1/4" = 1'0" BASE MOLDING

FINISH FLOORING

1/2 PLYWOOD SUBFLOOR AT TREAD AND RISER

FULL STRINGER

"SIMPSON" FRAMING PLATE MODEL "LTP4" 24" O.C. TO ATTACH RIM BOARD TO TOP

ALL BRACING IN ACCORDANCE WITH 2009 IBC CODE SECTION 6

ATTACH ALL PLYWOOD SHEATHING TO TOP PLATE W/ 8D COMMON NAILS 3" O.C. AT PANEL EDGES

1 1/8 " PART .BD. BULLNOSE TREASGLUE & SCREWED

EQUALLY SPACED RISERS 7 3/4" MAX

TOP PLATE

ROOF MEMBRANE ON 30LB ROOF FELT ON 1/2"ROOF SHEATHING

DOUBLE PLATE

(2) 2X4 OR 2X6 POST

SOFFIT BLOCKING

2X4 STUD 1/2" GWB

(2) 5/8 " TYPE "X" GYPSUM BD TYP.UNDER STAIRS (3) 2X12 STRINGERS

SCALE:1/4" = 1'0"

TYPICAL INTERIOR STAIR SCALE 3/4" = 1'-0"

ATTACH PLYWOOD SHEATHING TO STUDS W/ 8D COMMON NAILS 6" O.C. AT INTERMEDIATE STUDS

OSTS AND COLUMNS TO RESIST LATERAL DISPLACEMENT.

VE BASE SHEET 5' BOWMAN KEMP CLEAR LEXAN GRATE

INTERMEDIATE STUD

ATTACH PLYWOOD SHEATHING TO STUDS W/ 8D COMMON NAILS 3" O.C. AT PANEL EDGES

UL 501 UNDER THE STAIR

DEPTH ALL ALL

COMBINATION SYMBOL 24F - V4 24F - V8 2X3 WD FRAMING 16" OC W/ R13INSULATION & 1/2" DRYWALL

5/4 " DECKING ( TYP) 1/8 " GAP (TYP) MIN 1/8 " PER 12" (TYP) 2X12 JOISTS @ 16" OC

1/2" GWB

SILL PLATE

4" BASE

NEW INTERIOR WALL DETAIL SCALE: 1" = 1'-0"

DECK TO DRAIN UTILIZING FLOOR BOARD GAP, DECK CROSS SLOPE AND EXISTING ROOF DRAINAGE WATER WILL DRAIN THROUGH 1/8 " GAP BETWEEN FLOOR BOARDS DRAINAGE WILL BE REGULAR ROOF DRAINAGE UNDERNEATH.

ATTACH PLYWOOD SHEATHING TO SILL PLATE W/ 8D COMMON NAILS 3" O.C. AT PANEL EDGES "SIMPSON" FRAMING PLATE MODEL "LTP4" 24" O.C. TO ATTACH RIM BOARD TO BOTTOM.

SPECIES DF/DF DF/DF

USE (SIMPLE SPAN) (CONT. OR CANTILEVER)

LEDGER DETAIL 1/2" DIAMETER LAG SCREW OR BOLT,16" O.C

12" R-38 BATT INSUL. ROOF VENT SCALE 1/2"= 1'-0"

GWB CEILING

PREMANUFACTURED WOOD JOISTS: PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE LAG SCREW 1/2"

12'-11 3/4"

DRAWN BY: BW

2'-9" 1'

MAGDA GREEN DESIGN, LLC 1511 WALNUT STREET PHILADELPHIA, PA 19102 MOBILE: 609-892-1337 OFFICE: 267-804-7797 magdagreendesign@gmail.com

6 15/16"

2'-9"

10 5/8"

45'

12'-1"

ENERGY CONSERVATION NOTES GLUED LAMINATED TIMBER" AND AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, AITC 117. EACH MEMBER SHALL BEAR AN AITC PROPOSED WORK OR APA-EWS IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER 6'-2"TO COMPLY W/ 2015 IRC OR IBC ENERGY PROVISIONS OF CHAPTER 4 IN COMPLIANCE OF CERTIFICATE OF SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON DESIGN AS SUBMITTED. EG. BEAMS SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL GRADE, AND OF THE STRENGTH INDICATED BELOW: (2) 2 X 10 I JOIST 15' STANDARD GENERAL NOTES FOR CONSTRUCTION COMBINATION S2 F-1 1 CONTRACTOR TO OBTAIN BUILDING PERMIT FROM THE DEPTH SYMBOL SPECIES USE 15' S2 PHILADELPHIA L&I DEPARTMENT PRIOR TO COMMENCE ALL 24F - V4 DF/DF (SIMPLE SPAN) F-1 Cross Section 2 WORK ON PREMISES ALL 24F - V8 DF/DF (CONT. OR CANTILEVER) Cross Section 2 CONTRACTOR RESPONSIBLE FOR ENGACING QUALIFIED MASTER2BDRM 15'-0" X 29'-11" INSPECTORS TO PERFORM CODE REQUIRES SPECIAL PREMANUFACTURED WOOD JOISTS: PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE INSPECTOR. DRAWINGS, MANUFACTURED BY THE TRUS JOIST COMPANY, OR AN ENGINEER APPROVED EQUAL. PROVIDE BRIDGING IN 3 CONTRACTOR MUST PRESENT VALID CONTRACTOR'S CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS. JOISTS AND BRIDGING SHALL BE CAPABLE OF RESISTING THE LICENSE AND INSURANCE TO OWNER/TENANT PRIOR TO WIND UPLIFT NOTED ON THE DRAWINGS. THE JOIST MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE COMMENCE WORK ON PREMISES. PROPER INSTALLATION OF JOISTS IN WRITING TO THE ARCHITECT/ENGINEER. PREMANUFACTURED WOOD JOIST ALTERNATES (2) 2 X 10 I JOIST JOIST HANGERS 4 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, STIFFNESS, DIMENSIONAL, AND FIRE INSTALLED UPSIDE DOWN DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT RATING REQUIREMENTS OF THE PROJECT, AND IS ICBO APPROVED. AND DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS CHEF HAT TURBINE OR DISCREPANCIES BEFORE BEGINNING ANY WORK. 12"DIAMETER 5 REPORT ERRORS AND OMISSIONS TO THE DESIGN PROFESSIONAL IMMEDIATELY. W09 6 ENGINEER & DESIGNER IS NOT RESPONSIBLE IF THE JOIST HANGERS 2'-3" 5' 2'-3" DEVIATE FROM WORK AS SPECIFIED ON CONTRACTOR 3'-3" 9'-6" 3'-3" PLANS 3'-3" 9'-6" 3'-3" 7 THESE DRAWINGS ARE THE PROPERTY OF MAGDA GREEN 16' DESIGN LLC AND MAY BE REPRODUCED ONLY WITH WRITTEN PERMISSION. AUTHORIZED REPRODUCTIONS MUST 16' BEAR THE NAME AND SIGNATURE OF THE DESIGN PROFESSIONAL. 8 WORKING DRAWINGS BY THEIR VERY NATURE ARE DIAGRAMMATIC AND DO NOT PROVIDE ALL DETAILS OR FOURTH FLOOR - PROPOSE PILOT HOUSE THIRD FLOOR - PROPOSE INTERIOR LAYOUT CONDITIONS OF CONSTRUCTION. HOWEVER, QUESTIONS SCALE:1/4" = 1'0" SCALE:1/4" = 1'0" MAY ARISE AS TO THE DESIGN INTENT AND TO CONSTRUCTION TECHNICAL DETAILING WITHIN THESE DRAWINGS. AS CLARIFICATIONS, INTERPRETATIONS, AND REVISIONS ARE PART OF THE CONSTRUCTION PROCESS, MAGDA GREEN DESIGN LLC SHALL NOT BE LIABLE FOR ANY DIRECT, INDIRECT OR CONSEQUENTIAL DAMAGES AS A RESULT OF NOT PARTICIPATING IN THE CONSTRUCTION PROCESS. 9 DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK WITHOUT WRITTEN INSTRUCTIONS FROM THE ENGINEER OR DESIGN PROFESSIONAL. UNDERPINNING GENERAL NOTES 10 CONTRACTOR SHALL PROCURE AND CONFORM TO ALL CONSTRUCTION PERMITS REQUIRED. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR SITE 11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR

1'-2"

FRAMING NOTES:

17'-5 9/16"

4'-11 1/16"

* JOINTS AROUND WINDOW AND DOOR FRAMES * JOINTS BETWEEN WALL CAVITY AND WINDOW/DR. FME. * JOINTS BETWEEN WALL AND FOUNDATION * JOINTS BETWEEN WALL AND ROOF * JOINTS BETWEEN WALL PANELS * UTILITY PENETRATIONS THROUGH EXTERIOR WALLS

(2) 2 X 10 I JOIST

C1 A9

3'-3"

7'-8 5/16" 16'

1'-2"

CARPENTRY:

8'-3 11/16"

1'-2"

W07

D08

45'-8"

44'-6"

15'-0" X 10'-0"

4'-8"

C06

CARPENTRY:

15'-0" X 21'-1"

2 X 10 @ 16" O.C I JOIST

6'-8" X 4'-8"

UTILITY 7'-0" X 4'-8"

4 1/2"

Cross Section 2

CO/SD

8'-10"

Cross Section 2

ROOF DECK

INFILTRATION, ALL OPENINGS IN THE EXT. BLDG. ENVELOPE SHALL BE SEALED AGAINST AIR INFILTRATION. THE FOLLOWING AREAS MUST BE SEALED.

ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES POWDER ROOM SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT ALLBEDROOM PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS TO CONFORM WITH IRC TABLE R602.3(1). 8'-9"

D01

A VAPOR RETARDED TO BE INSTALLED BELOW THE CONCRETE SLAB ON GRADE

11'-10 1/8"

6'-8 5/16"

Cross Section 2

D05

8'-10"

7'-0 3/16"

INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES 2 X 12EDGES. I JOIST NAILING NOT SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT ALL(2) PANEL (2) 2 X 10 I JOIST SPECIFICALLY IDENTIFIED ON THE DRAWINGS TO CONFORM WITH IRC TABLE R602.3(1). 4'-3"

8'-5 1/2"

D06

S2 F-1

12'-6"

S2 F-1

D06

S2 F-1

5'-1"

E SHALL BE SEALED AGAINST AIR INFILTRATION. THE

NET WIDTH OF PATH = 21 3/4"

28'-8 1/2"

3'-3"

4 1/2"

15'-0" X 24'-6"

2 X 10 @ 16" O.C 10'-9"

LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. PRODUCT STANDARD PS 56, "STRUCTURAL USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS UNLESS NOTEDGLUED OTHERWISE

8'-0" X 4'-5"

4'-5"

S UNLESS NOTED OTHERWISE

AS PER I.B.C. SEC.R502.12.

45'-8"

4 1/2"

PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND UP INDUSTRIAL PLYWOOD" OR APA PRP-108 PERFORMANCEUP STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, CLOSET 4 1/2" LIVING EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PLYWOOD 8'INSTALLATION 6'-7 SHALL BE IN 1/2" UP CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANELS ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER.

1'-2 1/16"

4'-10"

D09

3'-8" X 9'-1"

W10

2 X 10 @ 16" O.C I JOIST

8'-0" X 3'-8"

WALL SHEATHING NAILS SHALL BE COMMON NAILS ALL FRAMING NAILS SHALL BE COMMON NAILS. OR HOT DIPPED GALVANIZED BOX NAILS. FRAMING NAILS SHALL BE PER IBC TABLE 2304.9.1

(2) 2 X 10 I JOIST

4 1/2"

LAUNDRY

3'-8"

2'-11" X 7'-10"

CO/SD

19'-11"

45'

7'-5 5/8"

45'

44'-10"

STAIRWELL

16'-5 7/8"

55'

CO/SD

W10

2 X 12 @ 16" O.C TOP SURFA CONCRETE STRENGTH, PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA PRP-108 PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, APPEARAN 3,000 PSI AT 28 DAYS FOR ALL SLABS. (FOUNDATION DESIGN BASED ON 2,500 PSI). EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN STAIRWELL CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANELS ENDS AND EDGES, UNLESS OTHERWISE 3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION. RECOMMENDED BY THE PANEL MANUFACTURER. THERMALL MAXIMUM SLUMP, 4" ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS

45'

37'-10 1/2" 44'-10"

2'-1" 3'-0 7/16" 6 15/16"

C08

PRESSURE TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL

(2) 2 X 12 I JOIST

D02

8'-0" X 7'-6"

C08

RETE SLAB ON GRADE

D13

7'-4" X 3'-11"

(2) 2 X 10 I JOIST

CO/SD

D04

(2) 2 X 12 I JOIST

2'-7" X 2'-1"

BASEMENT 14'-0" X 37'-10"

D04

(2) 2 X 10 I JOIST

SPECIFICALLY NOTED TO BE D.F. #2 OR BETTER. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE CLOSET RESISTANT PRESSURESKID TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL 2'-6 15/16" BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY (OR ENGINEER APPROVED EQUAL) 5'-0 9/16" AND OF THE SIZE AND TYPE SHOWN TOP SURFACE IS COATED WITH A DURABLE THAT REPLICATES THE ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE ACRYLIC SIMPSONCOATING HU OF SIZE RECOMMENDED FORBATH MEMBER. ALL HANGERS AND APPEARANCE OF A PEBBLED WALKWAY NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE SIMPSON Z-MAX HANGERS OR STAINLESS STEEL. ALL SHEAR DN WALL SHEATHING NAILS SHALL BE COMMON NAILS ALL FRAMING NAILS SHALL BE COMMON NAILS. OR HOT DIPPED GALVANIZED WELDED SEAMS PROVIDE SUPERIOR BOX NAILS.THERMALLY FRAMING NAILS SHALL BE PER IBC TABLE 2304.9.1SEAM STRENGTH C4 A9

N BASED ON 2,500 PSI).

8'-0" X 3'-0"

OIL. STEP FOOTINGS A REQUIRED TO MAINTAIN REQUIRED

C3 A9

4 1/2"

IB 60 MIL DE SLOPE CRAWL SPACE TO DRAIN. MAXIMUM SLOPE IS 2 HORIZ., 1 VERT. BETWEEN FOOTINGS AT DIFFERENT ELEVATIONS. 2 X SAWN 12 @ 16" O.C SHALL CONFORM TO SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. LUMBER HALL WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL LUMBER NOT MEMBRANE SPECIFICALLY NOTED TO BE D.F. #2 OR BETTER. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE

32'-9 1/2"

IB 60DESIGN MIL DECK SHIELDON SINGLE-PLY IS AN DESIGN ASTM D 4434-04, TYPE lll THERMOPLASTIC RIZ., 1 VERT. BETWEEN FOOTINGS AT DIFFERENT ELEVATIONS.SAWN LUMBER IS BASED THE NATIONAL SPECIFICATION, LATEST EDITION. SAWN LUMBER SHALL CONFORM TO CLOSET MEMBRANE WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL LUMBER NOT

DATE:

4/27/2021 SCALE:

PROVIDE DOUBLE JOISTS. UNDER ALL WALLS RUNNING PARALLEL TO JOISTS.

AS NOTED

PROVIDE POSITIVE VENTILATION AT EA. END OF EA.R AFTER SPACE AT VAULTED CEILING AREAS.

SHEET:

PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER I.B.C. SEC.R502.12.

A-2

PROVIDE POSITIVE CONNECTIONS AT EACH END OF ALL POSTS AND COLUMNS TO RESIST LATERAL DISPLACEMENT. ROOFING TO BE ENERGY STAR RATE AS HIGHLY REFLECTIVE BASE SHEET

D04

60 "

28 "

80 "

2X8X65" (2)

2X6X33" (2)

D11

D12

66 "

36 "

30 "

80 "

W01

2X6X41" (2)

W02

2X8X71" (2)

W03

2X6X41" (2)

W04

2X6X35" (2)

47 "

30 "

24 "

42 "

48 "

80 "

18 "

36 "

2X6X51" (2)

2X6X34" (2)

2X6X28" (2)

2X6X46" (2)

C01

12 "

24 "

36 "

C02

15 "

24 "

36 "

C03

24 "

36 "

C04

24 "

12 "

36 "

C05

33 "

24 "

36 "

C06

33 "

24 "

36 "

C07

36 "

24 "

36 "

C08

30 "

24 "

36 "

C09

12 "

30 "

C10

15 "

12 "

30 "

C12

30 "

12 "

15 "

C13

24 "

12 "

30 "

C14

36 "

24 "

18 "

30"

62"

44"

WINDOW SCHEDULE

D05

D06

D07

D08

30 "

24 "

36 "

80 "

2X6X35" (2)

D13

D14

25 "

48 "

80 "

W05

2X6X30" (2)

W07

2X8X53" (2)

2X6X29" (2)

W08

2X6X41" (2)

W09

36 "

84 "

60 "

48 "

60 "

2X6X40" (2)

32"

2X10X88" (2) 30"

2X8X64" (2)

4/27/2021

36 "

NOTES SITE PLAN NOTES GEN NOTES

MM MM MM BW

D10

REVISION TABLE REVISED BY DESCRIPTION

2X6X61" (2)

D09

01/03/19 02/15/19 03/06/19 04/27/21

80 "

2X6X33" (2)

1 2 3 4

28 "

80 "

NUMBER DATE

28 "

ELECTRICAL SCHEDULE DEPTH HEIGHT

NEW CONSTRUCTION THREE STORTY SINGLE FAMILY DWELLING W/ ROOF TOP DECK & PILOT HOUSE

D03

CABINET SCHEDULE 3D ELEVATION NUMBER QTY FLOOR WIDTH

30"

2658 BRADDOCK STREET 19125 PHILADELPHIA, PA

D02

BOTTOM

DRAWN BY: BW

D01

WINDOW SCHEDULE 3D INTERIOR ELEVATION NUMBER QTY FLOOR WIDTH HEIGHT HEADER

HEIGHT HEADER

MAGDA GREEN DESIGN, LLC 1511 WALNUT STREET PHILADELPHIA, PA 19102 MOBILE: 609-892-1337 OFFICE: 267-804-7797 magdagreendesign@gmail.com

DOOR SCHEDULE 3D INTERIOR ELEVATION NUMBER QTY FLOOR WIDTH

BUILDING CHARACTERISTICS BASEMENT CEILING HEIGHT: 7' 6" BASEMENT SQUARE FOOTAGE: 531.73 SQ.FT

W10

32 "

48 "

2X6X36" (2)

32"

1ST FLOOR CEILING HEIGHT: 8' 6" 1 ST FLOOR SQUARE FOOTAGE: 720 SQ.FT

DATE: 4/27/2021

2ND FLOOR CEILING HEIGHT: 8' 7" 2ND FLOOR SQUARE FOOTAGE: 731.08 SQ.FT 3RD FLOOR CEILING HEIGHT: 8' 7" 3RD FLOOR SQUARE FOOTAGE: 731.08 SQ.FT PROPOSE THREE STORY SINLGE FAMILY DWELLLING PROJECT INDEX A-1:GENERAL, A-1 NOTES SITE PLAN, ELEVATIONS, LOCATION PLAN. A-2: FLOOR PLANS. A-3: SCHEDULE. S A-4: FRAMING PLANS A-5: BRACING PLANS A-6: WALL FRAMING DETAIL A-7: WALL FRAMING PLANS A-8: A-8: WALL FRAMING CONTINUED A-9: FRONT WALL DETAIL, BAY DETAIL A-10: WALL DETAIL CONTINUED A-11: UNDER PINNING, SECTION A-12: STAIR DETAIL A-13: SHEETING + SHORING BUILDING CHARACTERISTIC PROPERTY ADDRESS: 2658 BRADDOCK ST, PHILADELPHIA, PA, 19125 LOT AREA: 1,096 SQ.FT

LEGEND

ELECTRICAL SCHEDULE

NEW EXTERIOR WALLS 2X6 @ 16" O.C

SMOKE DETECTOR

NEW INTERIOR 2X4 @ 16" O.C PARTITION 1/2" GYPBD BOTH SIDES

WALL SWITCH

SITE PLAN CALCULATION CHART

RECESSED LIGHTING LATERAL WALL BRACING

LOT AREA

1,096 SQ.FT

BACKYARD AREA

376 SQ.FT

PROPOSED OCCUPIED AREA

720 SQ. FT

EXHAUST FAN (LIGHT) BUILDING CHARACTERISTICS

CARBON MONOXIDE/ SMOKE DETECTOR

BASEMENT CEILING HEIGHT: 7' 6" BASEMENT SQUARE FOOTAGE: 531.73 SQ.FT 1ST FLOOR CEILING HEIGHT: 8' 6" 1 ST FLOOR SQUARE FOOTAGE: 720 SQ.FT 2ND FLOOR CEILING HEIGHT: 8' 7" 2ND FLOOR SQUARE FOOTAGE: 731.08 SQ.FT

PA#: 20211270880

SCALE: AS NOTED SHEET:

A-3

4/27/2021

NOTES SITE PLAN NOTES GEN NOTES MM MM MM BW

(2) 2 X 10 JOIST

(2) 2 X 10

REVISION TABLE REVISED BY DESCRIPTION

01/03/19 02/15/19 03/06/19 04/27/21 1 2 3 4

NUMBER DATE

NEW CONSTRUCTION THREE STORTY SINGLE FAMILY DWELLING W/ ROOF TOP DECK & PILOT HOUSE

2 X 10 @ 16" O.C JOIST

(2) 2 X 10 I JOIST

(2) 2 X 10 JOIST

2658 BRADDOCK STREET 19125 PHILADELPHIA, PA

DRAWN BY: BW

(2) 2 X

(2) 2 X 10 I

(2) 2 X 10 I JOIST

DATE:

(2) 2 X 10 I JOIST

2 X 12 @ 16" O.C JOIST

(2) 2 X 10 I JOIST

5/8" DIA. EXTENSION ROD "CNW" COUPLER. 2308.9.4.1 BRACING

JOIST HANGERS INSTALLED UPSIDE DOWN

2 X 12 @ 16" O.C JOIST

(2) 2 X 10 JOIST

2 X 10 @ 16" O.C I JOIST

SOLID B

(3) 2 X 12 JOIST 2 X 10 @ 16" O.C I JOIST

(2) 2 X 10 I JOIST

SOLID BLOCKING

(2) 2 X 10 I JOIST

(2) 2 X 12 (2) 2 X 10JOIST I JOIST

MAGDA GREEN DESIGN, LLC 1511 WALNUT STREET PHILADELPHIA, PA 19102 MOBILE: 609-892-1337 OFFICE: 267-804-7797 magdagreendesign@gmail.com

(2) 2 X 12 JOIST

2 X 10 @ 16" O.C JOIST

2 X 10 @ 16" O.C (2) 2 X 10 I JOIST JOIST

(2) 2 X 10 (2) 2 X 10 I JOIST JOIST

(2) 2 X 10 JOIST

2 X 10 @ 16" O.C JOIST (2) 2 X 10 I JOIST

2 X 10 @ 16" O.C 2 X 12 @ 16" O.C

(2) 2 X 10 I JOIST

2 X 10 @ 16" O.C JOIST

(2) 2 X SOLID BLOCKING

(2) 2 X 12 JOIST

(2) 2 X 10 JOIST

(2) 2 X 12 JOIST

2 X 12 @ 16" O.C

(2) 2 X 10 I JOIST

(2) 2 X 10 JOIST

(2) 2 X 12 JOIST

(2) 2 X 10 I JOIST

(2) 2 X 10 JOIST

SOLID BLOCKING

(2) 2 X 12 JOIST

(2) 2 X 10 I JOIST

(2) 2 X 10 JOIST

2 X 12 @ 16" O.C

(2) 2 X 10 JOIST

2 X 10 @ 16" O.C

(2) 2 X 10 JOIST (2) 2 X 10 JOIST JOIST HANGERS

(2) 2 X 10 JOIST

(2) 2 X 12 JOIST

(2) 2 X 10 JOIST

2 X 10 @ 16" O.C

(2) 2 X 10 JOIST

(2) 2 X 12 JOIST

(2) 2 X 10 JOIST (2) 2 X 10 JOIST

(2) 2 X 10 JOIST

2 X 12 @ 16" O.C 2 X 10 @ 16" O.C

(2) 2 X 10 JOIST

2 X 10 @ 16" O.C

(2) 2 X 10 JOIST

2 X 10 @ 16" O.C

(2) 2 X 10 JOIST

2308.9.3(2) AND 2308.9.3(3). FIBERBOARD SHEATHING PANELS NOT LESS THAN 1/2 INCH (12.7 MM) THICK APPLIED VERTICALLY OR HORIZONTALLY ON STUDS SPACED NOT OVER 16 INCHES (406 MM) O.C. WHERE INSTALLED IN ACCORDANCE WITH SECTION (2) 2 X 10 JOIST (2) WITH 2 X 10FASTENERS JOIST (2) 2 X 10 JOIST 2306.6 AND TABLE 2306.6. GYPSUM BOARD [SHEATHING 1/2-INCH-THICK (12.7 MM) BY 4FEET-WIDE (1219 MM) WALLBOARD OR VENEER BASE] ON STUDS SPACED NOT OVER 24 INCHES (610 MM) O.C. AND NAILED AT 7 INCHES (178 MM) O.C. WITH NAILS AS REQUIRED BY TABLE 2306.7. (2) 2 X 10 JOIST PARTICLEBOARD WALL SHEATHING PANELS WHERE INSTALLED 2 X 10 @WITH 16" O.C 2 X 10 @ 16" O.C IN ACCORDANCE TABLE 2308.9.3(4). PORTLAND CEMENT PLASTER ON STUDS SPACED 16 INCHES (406 MM) O.C. INSTALLED IN ACCORDANCE WITH SECTION 2510. 2 X 10 @ 16" O.C HARDBOARD PANEL SIDING WHERE INSTALLED IN ACCORDANCE WITH SECTION 2303.1.6 AND TABLE 2308.9.3(5). (2) 2 X 12 JOIST FOR CRIPPLE WALL BRACING, SEE SECTION 2308.9.4.1. FOR METHODS 2, 3, 4, 6, 7 AND 8, EACH PANEL MUST BE AT LEAST 48 (2) 2 X 10 JOIST INCHES (1219 MM) IN LENGTH, COVERING THREE STUD SPACES WHERE STUDS ARE SPACED 16 INCHES (406 MM) APART AND COVERING TWO STUD SPACES WHERE STUDS ARE SPACED 24 INCHES (610 MM) APART. (2) 2 X 10 JOIST (2) 2 X 10 5, JOIST FOR METHOD EACH PANEL MUST BE AT INCHES (2)LEAST 2 X 1096 JOIST 2 X 10 @ 16" O.C (2438 MM) IN LENGTH WHERE APPLIED TO ONE FACE OF A PANEL AND 48 INCHES (1219 MM) WHERE APPLIED TO BOTH FACES. ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS AND ADJACENT PANEL JOINTS SHALL BE NAILED TO COMMON FRAMING MEMBERS. HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING OR OTHER FRAMING EQUAL IN SIZE TO THE STUDDING EXCEPT WHERE WAIVED BY THE INSTALLATION REQUIREMENTS FOR THE SPECIFIC SHEATHING SOLID BLOCKING (2) 2 X 12 JOIST (2) 2 X 10 JOIST MATERIALS. SOLE SHALL BE NAILED TO THE FLOOR (3) PLATES 2 X 10 JOIST (3) 2 X 10 JOIST JOIST HANGERS FRAMING ANDJOIST TOPHANGERS PLATES SHALL BE CONNECTED TO THE INSTALLED UPSIDE DOWN INSTALLED UPSIDE DOWN WITH SECTION 2308.3.2. FRAMING ABOVE IN ACCORDANCE (2) 2 X 10 I JOIST WHERE JOISTS ARE PERPENDICULAR TO BRACED WALL LINES ABOVE, BLOCKING SHALL BE PROVIDED UNDER AND IN LINE WITH THE BRACED WALL PANELS. IN ORDER TO ANCHOR BRACED WALL PANELS TO FOUNDATION WALL INSTALL"SIMPSON" MODEL SSTB16 ANCHOR BOLTS SO (2) 2 X 10 JOIST (2) 2 X 10 JOIST THAT THE ANCHORS ARE CASTIN PLACE DURING POURING HANGERS JOIST HANGERS CONC. FOR JOIST FOUNDATIONS WALLS. INSTALL "SIMPSON" MODEL HDU4-SDS25 HOLD-DOWNS TO 1ST FLOOR STUDSAT THE SAME LOCATIONS OF "SIMPSON" MODEL SSTB ANCHORS. CONNECTHOLD-DOWNS SSTB ANCHORS W/ 2 X 10 @ 16" O.C (2) 2 X 10 JOIST

(2) 2 X 10JOIST

(2) 2 X 10 JOIST

OR AN ENGINEER APPROVED EQUAL. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS. JOISTS AND BRIDGING SHALL BE CAPABLE OF RESISTING THE WIND UPLIFT NOTED ON THE DRAWINGS. THE JOIST MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF JOISTS IN WRITING TO THE ARCHITECT/ENGINEER. PREMANUFACTURED WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, STIFFNESS, DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF THE PROJECT, AND IS ICBO APPROVED. LUMBER SPECIES: 1. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE DF-#2. 2 X 10 @ 16" O.C 2. EXPOSED ARCH BEAMS TO BE DF-#1 OR BETTER. 3. SILLS, PLATES BLOCKING, AND BRIDGING TO BE DF-#2. 3. ALL STUDS TO BE DF#2 OR BETTER. 5. PLYWOOD SHEATHING SHALL BE AS FOLLOWS: 6. ROOF SHEATHING SHALL BE 5/8" PLYWOOD OR 9/32 OSB. FRAMING NOTES: PROVIDE DOUBLE JOISTS. UNDER ALL WALLS RUNNING PARALLEL TO JOISTS. PROVIDE POSITIVE VENTILATION AT EA. END OF EA.R AFTER SPACE AT VAULTED CEILING AREAS. (2) 2 X 10JOIST (2) 2 X 10 JOIST PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER I.B.C. SEC.R502.12. PROVIDE POSITIVE CONNECTIONS AT EACH END OF ALL POSTS AND COLUMNS TO RESIST LATERAL DISPLACEMENT. ROOFING TO BE ENERGY STAR RATE AS HIGHLY REFLECTIVE BASE SHEET LUMBER FLOOR JOIST 3/4" THICK X 10 @ 16" O.C WOOD LINTELS 8' 2SPAN, USE 3-2X12 6' SPAN OR LESS, USE 3-2X10 MINIMUM 4" BEARING PER SIDE THIS WILL COVER ALL LOCATIONS ON ALL FLOORS, INCLUDING PLACES WHERE JOIST SPANS INTO BUMP OUTS.

(2) 2 X 10 JOIST

ALL LOCATIONS 24F - V4 OF DF/DF (SIMPLE FLOOR STUDSAT THE SAME "SIMPSON" MODEL SPAN) SSTB ANCHORS. CONNECTHOLD-DOWNS SSTB ANCHORS W/ OR CANTILEVER) ALL 24F - V8 DF/DF (CONT. 5/8" DIA. EXTENSION ROD "CNW" COUPLER. (2) 2 X 10 JOIST 2308.9.4.1 BRACING PREMANUFACTURED WOOD JOISTS: PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUS JOIST COMPANY,

RESISTING THE WIND UPLIFT NOTED ON THE DRAWINGS. THE JOIST MANUFACTURER SHALL ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF JOISTS IN WRITING PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF TO THE ARCHITECT/ENGINEER. PREMANUFACTURED WOOD JOIST ALTERNATES WILL BE SOLID BLOCKING SOLID BLOCKING SHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES (2) 2 X 10JOIST CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT STIFFNESS, DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF THE PROJECT, AND IS(2)ICBO ALL PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS TO CONFORM 2 X 10 JOIST (2) 2 X 10 JOIST APPROVED. WITH IRC TABLE R602.3(1). ROOF DECK SYSTEM: LUMBER SPECIES: CARPENTRY: IB 60 MIL DECK SHIELD SINGLE-PLY IS AN ASTM D 4434-04, 1. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE DF-#2. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. PRODUCT TYPE lll THERMOPLASTIC MEMBRANE 2. EXPOSED ARCH BEAMS TO BE DF-#1 OR BETTER. 2 X 10 @ 16" O.C STANDARD PS 56, "STRUCTURAL GLUED LAMINATED TIMBER" AND AMERICAN INSTITUTE OF SKID RESISTANT 3. SILLS, PLATES BLOCKING, AND BRIDGING TO BE DF-#2. TIMBER CONSTRUCTION, AITC 117. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS TOP SURFACE IS COATED WITH A DURABLE ACRYLIC 3. ALL STUDS TO BE DF#2 OR BETTER. IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COATING THAT REPLICATES THE APPEARANCE OF A 5. PLYWOOD SHEATHING SHALL BE AS FOLLOWS: COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR PEBBLED WALKWAY 6. ROOF SHEATHING SHALL BE 5/8" PLYWOOD OR 9/32 OSB. FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. BEAMS SHALL BE VISUALLY THERMALLY WELDED SEAMS PROVIDE SUPERIOR SEAM FRAMING NOTES: GRADED WESTERN SPECIES INDUSTRIAL GRADE, AND OF THE STRENGTH INDICATED BELOW: STRENGTH PROVIDE DOUBLE JOISTS. UNDER ALL WALLS RUNNING PARALLEL TO JOISTS. COMBINATION PROVIDE POSITIVE VENTILATION AT EA. END OF EA.R AFTER SPACE AT VAULTED CEILING DEPTH SYMBOLSPECIES USE (2) 2 X 10 JOIST AREAS. 2 X 10 @ 16" O.C 2 X 10 @ 16" O.C ALL 24F - V4 DF/DF (SIMPLE SPAN) PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER I.B.C. SEC.R502.12. ALL 24F - V8 DF/DF (CONT. OR CANTILEVER) PROVIDE POSITIVE CONNECTIONS AT EACH END OF ALL POSTS AND COLUMNS TO RESIST PREMANUFACTURED WOOD JOISTS: PREMANUFACTURED WOOD JOISTS SHALL BE OF THE LATERAL DISPLACEMENT. SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUS JOIST COMPANY, ROOFING TO BE ENERGY STAR RATE AS HIGHLY REFLECTIVE BASE SHEET OR AN ENGINEER APPROVED EQUAL. PROVIDE BRIDGING IN CONFORMANCE WITH THE LUMBER FLOOR JOIST 3/4" THICK MANUFACTURERS RECOMMENDATIONS. JOISTS AND BRIDGING SHALL BE CAPABLE OF WOOD LINTELS 8' SPAN, USE 3-2X12 RESISTING THE WIND UPLIFT NOTED ON THE DRAWINGS. THE JOIST MANUFACTURER SHALL 6' SPAN OR LESS, USE 3-2X10 VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF JOISTS IN WRITING MINIMUM 4" BEARING PER SIDE TO THE ARCHITECT/ENGINEER. PREMANUFACTURED WOOD JOIST ALTERNATES WILL BE THIS WILL COVER ALL LOCATIONS ON ALL FLOORS, INCLUDING PLACES WHERE JOIST (2) 2 X SPANS 10JOIST (2) 2 X 10 JOIST (2) 2 X 10 JOIST (2) 2 X 10 JOIST CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, (2) 2 X 10 JOIST INTO BUMP OUTS. STIFFNESS, DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF THE PROJECT, AND IS ICBO APPROVED. BRACING LUMBER SPECIES: SOLID BLOCKING SOLID BLOCKING SOLID BLOCKING ALL BRACING IN OCCURRENCE WITH 2015 IRC CODE 1. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE DF-#2. BRACED WALL LINES SHALL CONSIST OF BRACED WALL 2. EXPOSED ARCH BEAMS TO BE DF-#1 OR BETTER. 2 X 10 @ 16" O.C 2 X 10 @ 16" O.C (2) 2 X 10 JOIST (2) 2 X 10 JOIST (2) 2THE X 10REQUIREMENTS JOIST PANELS THAT MEET FOR LOCATION, TYPE AND AMOUNT OF BRACING AS SHOWN IN FIGURE 2308.9.3, 3. SILLS, PLATES BLOCKING, AND BRIDGING TO BE DF-#2. SPECIFIED IN TABLE 2308.9.3(1) AND ARE IN LINE OR OFFSET 3. ALL STUDS TO BE DF#2 OR BETTER. FROM EACH OTHER BY NOT MORE THAN 4 FEET (1219 MM). BRACED WALL PANELS SHALL START NOT MORE THAN 5. PLYWOOD SHEATHING SHALL BE AS FOLLOWS: 121/2 FEET (3810 MM) FROM EACH END OF A BRACED WALL 6. ROOF SHEATHING SHALL BE 5/8" PLYWOOD OR 9/32 OSB. LINE. BRACED WALL PANELS SHALL BE CLEARLY INDICATED ON THE PLANS. FRAMING NOTES: ON ALL 3 FLOORS, INSTALL 7/16" OSB SHEATHING & COIL PROVIDE DOUBLE JOISTS. UNDER ALL WALLS RUNNING PARALLEL TO JOISTS. STRAPS TOEXTERIOR SIDE OF ENTIRE FRONT, REAR WALLS, PROVIDE POSITIVE VENTILATION AT EA. END OF EA.R AFTER SPACE AT VAULTED CEILING 2'-0" SIDE RETURNS. INSTALL"SIMPSON" MODEL CS14 STRAP IN (2) 2 X 10LEVEL JOISTTO THE (2) 2 X 10 JOIST ORDER TO CONNECT STUDS OF ONEFLOOR (2) 2 X 10 JOIST (2) 2 X 10 JOIST AREAS. STUDS OF THE FLOOR ABOVE OR BELOW COIL STRAPTO PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER I.B.C. SEC.R502.12. EXTEND 12" MIN. BELOW TOP PLATE & 12" MIN. ABOVE FLOOR SHEATHING. PROVIDE POSITIVE CONNECTIONS AT EACH END OF ALL POSTS AND COLUMNS TO RESIST NOMINAL 1-INCH BY 4-INCH (25 MM BY 102 MM) CONTINUOUS LATERAL DISPLACEMENT. DIAGONAL BRACES LET INTO TOP AND BOTTOM PLATES AND SOLID BLOCKING INTERVENING STUDS, PLACED AT AN ANGLE NOT MORE THAN SOLID BLOCKING SOLID BLOCKING ROOFING TO BE ENERGY STAR RATE AS HIGHLY REFLECTIVE BASE SHEET 2 X 10 @ 16" O.C 2 X 10 @ 16" O.C 2 X 10 @ 16" O.C 60 DEGREES (1.0 RAD) OR LESS THAN 45 DEGREES (0.79 RAD) LUMBER FLOOR JOIST 3/4" THICK FROM THE HORIZONTAL AND ATTACHED TO THE FRAMING IN CONFORMANCE WITH TABLE 2304.9.1. (3) 2 X 10 JOIST (2) 2 X 10 JOIST (2) 2 X 12 JOIST (2) 2 X 10 JOIST WOOD LINTELS 8' SPAN, USE 3-2X12 WOOD BOARDS OF 5/8 INCH (15.9 MM) NET MINIMUM JOIST HANGERS INSTALLED UPSIDE DOWN 6' SPAN OR LESS, USE 3-2X10 THICKNESS APPLIED DIAGONALLY ON STUDS SPACED NOT OVER 24 INCHES (610 MM) O.C. MINIMUM 4" BEARING PER SIDE WOOD STRUCTURAL PANEL SHEATHING WITH A THICKNESS THIS WILL COVER ALL LOCATIONS ON ALL FLOORS, INCLUDING PLACES WHERE JOIST SPANS NOT LESS THAN 3/8 INCH (9.5 MM) FOR 16-INCH OR 24(2)(406 2 X MM) 10 JOIST INCH (610 MM) STUD SPACING IN ACCORDANCE WITH TABLES INTO BUMP OUTS. (2) 2 X 10 JOIST

THE PLANS. ON ALL 3 FLOORS, INSTALL 7/16" OSB SHEATHING & COIL STRAPS TOEXTERIOR SIDE OF ENTIRE FRONT, REAR WALLS, 2'-0" SIDE RETURNS. INSTALL"SIMPSON" MODEL CS14 STRAP IN ORDER TO CONNECT STUDS OF ONEFLOOR LEVEL TO THE STUDS OF THE FLOOR ABOVE OR BELOW COIL STRAPTO EXTEND 12" MIN. BELOW TOP PLATE & 12" MIN. ABOVE FLOOR SHEATHING. NOMINAL 1-INCH BY 4-INCH (25 MM BY 102 MM) CONTINUOUS DIAGONAL BRACES LET INTO TOP AND BOTTOM PLATES AND CARPENTRY: INTERVENING STUDS, PLACED AT AN ANGLE NOT MORE THAN SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. 60 DEGREES (1.0 RAD) OR LESS THAN 45 DEGREES (0.79 RAD) FROM THE HORIZONTAL AND ATTACHED TO THE FRAMING IN SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR CONFORMANCE WITH TABLE 2304.9.1. WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL LUMBER NOT SPECIFICALLY WOOD BOARDS OF 5/8 INCH (15.9 MM) NET MINIMUM THICKNESS APPLIED DIAGONALLY ON STUDS SPACED NOT BETTER. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR NOTED TO BE D.F. #2 OR OVER 24 INCHES (610 MM) O.C. CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. FRAMING WOOD STRUCTURAL PANEL SHEATHING WITH A THICKNESS NOT LESS THAN 3/8 INCH (9.5 MM) FOR 16-INCH (406 STRUCTURAL MM) OR 24FASTENERS SHALL BE MANUFACTURED BY SIMPSON ACCESSORIES AND INCH (610 MM) STUD SPACING IN ACCORDANCE WITH TABLES STRONG-TIE COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE 2308.9.3(2) AND 2308.9.3(3). SHOWN ON LESS THETHAN 1/2 INCH DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE FIBERBOARD SHEATHING PANELS NOT (12.7 MM) THICK APPLIED VERTICALLY OR HORIZONTALLY ON RECOMMENDED FOR MEMBER. ALL HANGERS AND NAILS IN CONTACT WITH PRESSURE STUDS SPACED NOT OVER 16 INCHES (406 MM) O.C. WHERE TREATED LUMBER SHALL BE SIMPSON Z-MAX HANGERS OR STAINLESS STEEL. ALL SHEAR INSTALLED WITH FASTENERS IN ACCORDANCE WITH SECTION 2306.6 AND TABLE 2306.6. WALL SHEATHING NAILS SHALL BE COMMON NAILS ALL FRAMING NAILS SHALL BE COMMON GYPSUM BOARD [SHEATHING 1/2-INCH-THICK (12.7 MM) BY 4NAILS. OR DIPPED FEET-WIDE (1219 MM) WALLBOARD ORHOT VENEER BASE] ON GALVANIZED BOX NAILS. FRAMING NAILS SHALL BE PER IBC TABLE STUDS SPACED NOT OVER 24 INCHES (610 MM) O.C. AND 2304.9.1 NAILED AT 7 INCHES (178 MM) O.C. WITH NAILS AS REQUIRED PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT STANDARD BY TABLE 2306.7. PARTICLEBOARD WALL SHEATHING PANELS WHERE INSTALLED PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA PRP-108 PERFORMANCE IN ACCORDANCE WITH TABLE 2308.9.3(4). STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF PORTLAND CEMENT PLASTER ON STUDS SPACED 16 INCHES (406 MM) O.C. INSTALLED IN ACCORDANCE WITH SECTION 2510. THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTALLATION HARDBOARD PANEL SIDING WHERE INSTALLED IN WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANELS SHALL2303.1.6 AND BE IN CONFORMANCE ACCORDANCE WITH SECTION TABLE 2308.9.3(5). FOR CRIPPLE WALL BRACING, SEE SECTION 2308.9.4.1. FOR ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. METHODS 2, 3, 4, 6, 7 AND 8, EACH PANEL MUST BE AT LEAST 48 ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN INCHES (1219 MM) IN LENGTH, COVERING THREE STUD SPACES WHERE STUDS ARE SPACED 16 INCHES (406 MM) APART AND PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF COVERING TWO STUD SPACES WHERE STUDS ARE SPACED 24 SHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES INCHES (610 MM) APART. FOR METHOD 5, EACH PANEL MUST BE AT LEAST 96 INCHES SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT (2438 MM) IN LENGTH WHERE APPLIED TO ONE FACE OF A EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS TO CONFORM PANEL AND 48 INCHESALL (1219 PANEL MM) WHERE APPLIED TO BOTH FACES. ALL VERTICAL WITH JOINTS OF PANEL SHEATHING SHALL IRC TABLE R602.3(1). OCCUR OVER STUDS AND ADJACENT PANEL JOINTS SHALL BE CARPENTRY: NAILED TO COMMON FRAMING MEMBERS. HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING OTHER FRAMING EQUAL IN GLUEDOR LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. PRODUCT SIZE TO THE STUDDING EXCEPT WHERE WAIVED BY THE STANDARD 56, "STRUCTURAL GLUED LAMINATED TIMBER" AND AMERICAN INSTITUTE OF INSTALLATION REQUIREMENTS FOR THEPS SPECIFIC SHEATHING MATERIALS. SOLE PLATES SHALL BE NAILED TO THE FLOOR AITC 117. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS TIMBER CONSTRUCTION, FRAMING AND TOP PLATES SHALL BE CONNECTED TO THE IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE FRAMING ABOVE IN ACCORDANCE WITH SECTION 2308.3.2. WHERE JOISTS ARE PERPENDICULAR TO BRACED WALL LINES COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR ABOVE, BLOCKING SHALL BE PROVIDED UNDER AND IN LINE FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. BEAMS SHALL BE VISUALLY WITH THE BRACED WALL PANELS. IN ORDER TO ANCHORGRADED BRACED WALL PANELS TO FOUNDATION WESTERN SPECIES INDUSTRIAL GRADE, AND OF THE STRENGTH INDICATED BELOW: WALL INSTALL"SIMPSON" MODEL SSTB16 ANCHOR BOLTS SO COMBINATION THAT THE ANCHORS ARE CASTIN PLACE DURING POURING CONC. FOR FOUNDATIONS WALLS. DEPTH SYMBOLSPECIES USE SOLID BLOCKING INSTALL "SIMPSON" MODEL HDU4-SDS25 HOLD-DOWNS TO 1ST

(2) 2 X 10 I JOIST (2) 2 X 10 JOIST JOIST HANGERS

2 X 10 @ 16" O.C I J

2 X 10 @ 16" O.C I JOIST

4/27/2021

(2) 2 X 10 I JOIST

ROOF - FRAMING PLAN SCALE:1/4" = 1'0"

THIRD FLOOR - FRAMING PLAN SCALE:1/4" = 1'0"

SOLID BLOCKING

PILOT HOUSE ROOF - FRAMING PLAN SCALE:1/4" = 1'0" 2 X 10 @ 16" O.C I JOIST

SOLID BLOCKING

SHEET: 2 X 10 @ 16" O.C I JOIST

SOLID BLOCKING

(2) 2 X 10 I JOIST

2 X 10 @ 16" O.C I JOIST

SOLID BLOCKING

(2) 2 X 10 I JOIST

(2) 2 X 12 I JOIST

(2) 2 X 10 I JOIST

A-4

(2) 2 X 12 JOIST

2 X 12 @ 16" O.C JOIST

3'-6"

(2) 2 X 10 JOIST

2 X 10 @ 16" O.C JOIST

3'-6"

(2) 2 X 10 JOIST

2 X 10 @ 16" O.C JOIST

3'-6"

2 X 10 @ 16" O.C JOIST

(2) 2 X 10 JOIST

JOIST HANGERS

(2) 2 X 10 I JOIST (2) 2 X 10 I JOIST

(2) 2 X 10 JOIST

(2) 2 X

(2) 2 X 10 I JOIST

JOIST HANGERS

(2) 2 X 10 I JOIST

SECOND FLOOR - FRAMING PLAN SCALE:1/4" = 1'0"

(2) 2 X 10 JOIST

SCALE:

(2) 2 X 10 I JOIST

AS NOTED

(2) 2 X 10 I JOIST

JOIST HANGERS

(2) 2 X 10 I JOIST

FIRST FLOOR - FRAMING PLAN SCALE:1/4" = 1'0"

(2) 2 X 10 JOIST

(2) 2 X 10 I JOIST

(2) 2 X 10 I JOIST (2) 2 X 10 I JOIST

(2) 2 X 10 JOIST

(3) 2 X 12 JOIST JOIST HANGERS INSTALLED UPSIDE DOWN

(3) 2 X 10 JOIST JOIST HANGERS INSTALLED UPSIDE DOWN

2 X 12 @ 16" O.C JOIST

(3) 2 X 10 JOIST JOIST HANGERS INSTALLED UPSIDE DOWN

(2) 2 X 10 JOIST

UPERIOR SEAM

NEW EXTERIOR WALLS 2X6 @ 16" O.C BUILDING CONSTRUCTION TYPE VB

ALL EXTERIOR WALLS TO HAVE BATT INSULATION MIN. R-19

LATERAL WALL BRACING

LOT AREA

7'-5"

6' SPAN OR LESS, USE 3-2X10

WALL LATERAL BRACING

CARPENTRY:

CONTRACTOR TO NOTIFY LOCAL BUILDING INSPECTOR PRIOR TO COMMENCE WORK ON PREMISES .

MINIMUM 4" BEARING PER SIDE

THIS WILL COVER ALL LOCATIONS ON ALL FLOORS, INCLUDING PLACES WHERE JOIST SPANS INTO BUMP OUTS. CONTRACTOR TO CONDUCT WORK IN ACCORDANCE TO THE INTERNATIONAL BUILDING CODE, LOCAL CODE AND OSHA SAFETY CODE.

2X3 WD FRAMING 16" OC W/ R13INSULATION & 1/2" DRYWALL BOMAN KEMP 4040 "EASY-BUCK"

CO/SD

CONTRACTOR MUST NOTIFY BUILDING INSPECTOR AND OWNER PRIOR TO SUBSTITUTE CONSTRUCTION MATERIALS, AND/OR METHODS OF INSTALLATION DUE TO FIELD CONDITIONS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE AND NOTIFY THE ARCHITECT AND DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING ANY WORK.

BOMAN KEMP 4040 DOUBLEINSULATED VINYL WINDOW

1/2" BOLT EMBEDDED

PLANS TO BE READ NOT SCALED CALL ALL UTILITIES BEFORE DIGGING

BUILDING CODE: CODE JURISDICTION

NOMINAL 1-INCH BY 4-INCH (25 MM BY 102 MM) CONTINUOUS DIAGONAL BRACES LET INTO TOP AND BOTTOM PLATES AND INTERVENING STUDS, PLACED AT AN ANGLE NOT MORE THAN 60 DEGREES (1.0 RAD) OR LESS THAN 45 DEGREES (0.79 RAD) FROM THE HORIZONTAL AND ATTACHED TO THE FRAMING IN CONFORMANCE WITH TABLE 2304.9.1.

WOOD BOARDS OF 5/8 INCH (15.9 MM) NET MINIMUM THICKNESS APPLIED DIAGONALLY ON STUDS SPACED NOT OVER 24 INCHES (610 MM) O.C. WOOD STRUCTURAL PANEL SHEATHING WITH A THICKNESS NOT LESS THAN 3/8 INCH (9.5 MM) FOR 16-INCH (406 MM) OR 24-INCH (610 MM) STUD SPACING IN ACCORDANCE WITH TABLES 2308.9.3(2) AND 2308.9.3(3). FIBERBOARD SHEATHING PANELS NOT LESS THAN 1/2 INCH (12.7 MM) THICK APPLIED VERTICALLY OR HORIZONTALLY ON STUDS SPACED NOT OVER 16 INCHES (406 MM) O.C. WHERE INSTALLED WITH FASTENERS IN ACCORDANCE WITH SECTION 2306.6 AND TABLE 2306.6.

NOTES SITE PLAN NOTES GEN NOTES MM MM MM BW

REVISION TABLE REVISED BY DESCRIPTION

01/03/19 02/15/19 03/06/19 04/27/21 1 2 3 4

NUMBER DATE

NEW CONSTRUCTION THREE STORTY SINGLE FAMILY DWELLING W/ ROOF TOP DECK & PILOT HOUSE

(2) 2 X 10 JOIST

AL DE

CO 3, 3, M

IN FO

(2) 2 X 10

COMBINATION SYMBOL 4'-3" 24F - V4 24F - V8

SPECIES DF/DF DF/DF

USE (SIMPLE SPAN) (CONT. OR CANTILEVER)

8' WALL LATERAL BRACING

PREMANUFACTURED WOOD JOISTS: PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUS JOIST COMPANY, OR AN ENGINEER APPROVED EQUAL. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS. JOISTS AND BRIDGING SHALL BE CAPABLE OF RESISTING THE WIND UPLIFT NOTED ON THE DRAWINGS. THE JOIST MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF JOISTS IN WRITING TO THE ARCHITECT/ENGINEER. PREMANUFACTURED WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, STIFFNESS, DIMENSIONAL, AND FIRE (2) 2 X 10 I JOIST RATING REQUIREMENTS OF THE PROJECT, AND IS ICBO APPROVED.

EVERY BEDROOM SHALL BE PROVIDED WITH ANEGRESS WINDOW WITH FINISHSILL HEIGHT NOTGREATER THAN 44" VERTICAL ANCHOR ATTACHMENT ABOVE THE FINISH FLOOR HEIGHTANDSHALL HAVE A MINIMUM OPENABLE AREA OF 5.7SQ. FT. SCALE: EGRESS WINDOWSSHALL 3/4"=1'-0" NOT HAVE ANOPENABLE AREA LESS THAN 20" WIDE OR 24" HIGH.

2 X 10 @ 16" O PR

DATE:

WALL LATERAL BRACING

WALL LATERAL BRACING 8'

ANCHOR AT 16" VERTICAL OC USE MINIMUM 6" EMBED

DEPTH 3'-9 1/16" ALL ALL

4/27/2021 SCALE:

WO 6'

AS NOTED

ALL WALK-THRU DOORS SHALL BE SOLID CORE

WALL LATERAL BRACING

FIRST FLOOR - WALL LATERAL BRACING PLAN SCALE:1/4" = 1'0"

8' WALL LATERAL BRACING

WALL LATERAL BRACING 8'

8' WALL LATERAL BRACING

1'-2"

16'

2 X 10 @ 16" O.C

WALL LATERAL BRACING 16'

SECOND FLOOR - WALL LATERAL BRACING PLAN SCALE:1/4" = 1'0"

WALL LATERAL BRACING 16'SHALL BE PAINTED. ENTRY DOORTO BE INTERIOR DOORS DEFINED BY HOMEOWNER PRIOR ORDERING. EXTERIOR EXIT DOORS WILL BE 36" MIN. NET CLEARDOORWAY SHALL BE 32"MIN. DOOR SHALL FROM INSIDE WITHOUT THE USE OF A THIRD FLOOR -BEOPENABLE WALL LATERAL BRACING PLAN KEYORANY SPECIAL KNOWLEDGE OR EFFORT. GLAZING SCALE:1/4" = 1'0" INDOORS SHALL BE DUALPANE SAFETY GLASS WITH MIN.UVALUE OF 0.60 LUMBER SPECIES: 1. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE DF-#2. 2. EXPOSED ARCH BEAMS TO BE DF-#1 OR BETTER. 3. SILLS, PLATES BLOCKING, AND BRIDGING TO BE DF-#2. 4. ALL STUDS TO BE DF#2 OR BETTER. 5. PLYWOOD SHEATHING SHALL BE AS FOLLOWS: 6. ROOF SHEATHING SHALL BE 5/8" PLYWOOD OR 9/32 OSB.

(2) 2 X 10 I JOIST 16'

SHEET:

WALL LATERAL BRACING

PILOT HOUSE WALL LATERAL BRACING PLAN SCALE:1/4" = 1'0"

A-5

(2) 2 X 10 I JOIST

2X3 WD FRAMING 16" OC W/ R13INSULATION & 1/2" DRYWALL

1'-2"

WALL LATERAL BRACING

ON ALL 3 FLOORS, INSTALL 7/16" OSB SHEATHING & COIL STRAPS TOEXTERIOR SIDE OF ENTIRE FRONT, REAR WALLS, 2'-0" SIDE RETURNS. INSTALL"SIMPSON" MODEL CS14 STRAP IN ORDER TO CONNECT STUDS OF ONEFLOOR LEVEL TO THE STUDS OF THE FLOOR ABOVE OR BELOW COIL STRAPTO EXTEND 12" MIN. BELOW TOP PLATE & 12" MIN. ABOVE FLOOR SHEATHING.

NEW WINDOWS

(2)

4" BASE

ENERGY CONSERVATION NOTES PROPOSED WORK TO COMPLY W/ 2009 RESIDENTIAL ENERGY PROVISIONS OF CHAPTER 4 IN COMPLIANCE OF CERTIFICATE 1/2" DIAMETER MASONRY OF DESIGN AS SUBMITTED. DOOR AND WINDOW NOTES:

(2) 2 X 10JOIST 1/2" GWB

SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL LUMBER NOT SPECIFICALLY NOTED TO BE D.F. #2 OR BETTER. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL HANGERS AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE SIMPSON Z-MAX HANGERS OR STAINLESS STEEL. ALL SHEAR WALL SHEATHING NAILS SHALL BE COMMON NAILS ALL FRAMING NAILS SHALL BE COMMON NAILS. OR HOT DIPPED GALVANIZED BOX NAILS. FRAMING NAILS SHALL BE PER IBC TABLE 2304.9.1

CARPENTRY:

2009 INTERNATIONAL RESIDENTIAL BUILDING CODE 2004 PHILADELPHIA PLUMBING CODE 2009 INTERNATIONAL ELECTRIC CODE 2009 INTERNATIONAL MECHANICAL CODE 2009 INTERNATIONAL FIRE CODE 2009 INTERNATIONAL ENERGY CONSERV. CODE

ALL BRACING IN OCCURRENCE WITH 2009 IBC CODE BRACED WALL LINES SHALL CONSIST OF BRACED WALL PANELS THAT MEET THE REQUIREMENTS FOR LOCATION, TYPE AND AMOUNT OF BRACING AS SHOWN IN FIGURE 2308.9.3, SPECIFIED IN TABLE 2308.9.3(1) AND ARE IN LINE OR OFFSET FROM EACH OTHER BY NOT MORE THAN 4 FEET (1219 MM). BRACED WALL PANELS SHALL START NOT MORE THAN 121/2 FEET (3810 MM) FROM EACH END OF A BRACED WALL LINE. BRACED WALL PANELS SHALL BE CLEARLY INDICATED ON THE PLANS.

1/2" GWB

DUCTWORK ON THE MECHANICAL PLAN

BRACING

DOUBLE PLATE

DRAWN BY: BW

CONTRACTOR MUST PRESENT VALID CONTRACTOR'S LICENSE AND INSURANCE TO OWNER/TENANT PRIOR TO COMMENCE WORK ON PREMISES

WOOD LINTELS 8' SPAN, USE 3-2X12

2 X 10 @ 16" O.C

2X4 STUD

MAGDA GREEN DESIGN, LLC 1511 WALNUT STREET PHILADELPHIA, PA 19102 MOBILE: 609-892-1337 OFFICE: 267-804-7797 magdagreendesign@gmail.com

LUMBER FLOOR JOIST 3/4" THICK

635.930 SQ. FT

NEW INTERIOR WALL DETAIL SCALE: 1" = 1'-0"

2658 BRADDOCK STREET 19125 PHILADELPHIA, PA

CONTRACTOR TO OBTAIN BUILDING PERMIT FROM THE PHILADELPHIA L&I DEPARTMENT PRIOR TO COMMENCE WORK ON PREMISES .

ROOFING TO BE ENERGY STAR RATE AS HIGHLY REFLECTIVE BASE SHEET

8' WALL LATERAL BRACING

GENERAL NOTE: PROVIDE POSITIVE CONNECTIONS AT EACH END OF ALL POSTS AND COLUMNS TO RESIST LATERAL DISPLACEMENT.

13'

USE (SIMPLE SPAN) (CONT. OR CANTILEVER)

WALL LATERAL BRACING

SPECIES DF/DF DF/DF

13D

PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER I.B.C. SEC.R502.12.

WALL LATERAL BRACING

DEPTH ALL ALL

COMBINATION SYMBOL 24F - V4 24F - V8

WALL LATERAL BRACING

8' WALL LATERAL BRACING

CARPENTRY:

WALL LATERAL BRACING

ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES. NAILING NOT WALL LATERAL BRACING SPECIFICALLY IDENTIFIED ON THE DRAWINGS TO CONFORM WITH IRC TABLE R602.3(1).

3'-10"

INSTALLED WITH FASTENERS IN ACCORDANCE WITH SECTION PLANS TO BE READ2306.6. NOT SCALED 2306.6 AND TABLE

9'-2 1/2"

INCH (610 MM) STUD SPACING IN ACCORDANCE WITH TABLES CONTRACTOR VERIFY ALL CONDITIONS AND DIMENSIONS 2308.9.3(2) AND SHALL 2308.9.3(3). AT THE JOBSITE AND NOTIFY THE NOT ARCHITECT AND DESIGNER FIBERBOARD SHEATHING PANELS LESS THAN 1/2 INCH OF ANY ERRORS, OMISSIONS OR DISCREPANCIES (12.7 MM)DIMENSIONAL THICK APPLIED VERTICALLY OR HORIZONTALLY ON BEFORE BEGINNING ANY WORK. STUDS SPACED NOT OVER 16 INCHES (406 MM) O.C. WHERE

548.070 SQ.FT

PROPOSED OCCUPIED AREA

(2) 2 X 10 JOIST

WALL LATERAL BRACING

CARPENTRY:

1,184.000 SQ.FT

BACKYARD AREA

(2) 2 X 10 JOIST

ORDER TO CONNECT STUDS OF ONEFLOOR LEVEL TO THE CONTRACTOR VALID CONTRACTOR'S LICENSE STUDS OF THE MUST FLOORPRESENT ABOVE OR BELOW COIL STRAPTO AND INSURANCE TO OWNER/TENANT TOABOVE COMMENCE EXTEND 12" MIN. BELOW TOP PLATE & PRIOR 12" MIN. FLOOR WORK ON PREMISES SHEATHING. NOMINAL 1-INCH BY 4-INCH (25 MM BY 102 MM) CONTINUOUS CONTRACTOR TO NOTIFY LOCAL INSPECTOR DIAGONAL BRACES LET INTO TOP BUILDING AND BOTTOM PLATES PRIOR AND TO COMMENCE WORKPLACED ON PREMISES . INTERVENING STUDS, AT AN ANGLE NOT MORE THAN 60 DEGREES (1.0 RAD) OR LESS THAN 45 DEGREES (0.79 RAD) CONTRACTOR TO CONDUCT IN ACCORDANCE TO THE FROM THE HORIZONTAL AND WORK ATTACHED TO THE FRAMING IN INTERNATIONALWITH TABLE BUILDING CODE, LOCAL CODE AND OSHA CONFORMANCE 2304.9.1. SAFETY CODE. OF 5/8 INCH (15.9 MM) NET MINIMUM WOOD BOARDS THICKNESS APPLIED DIAGONALLY ON STUDS SPACED NOT CONTRACTOR MUST BUILDING INSPECTOR AND OWNER OVER 24 INCHES (610 NOTIFY MM) O.C. PRIOR STRUCTURAL TO SUBSTITUTE CONSTRUCTION MATERIALS, AND/OR WOOD PANEL SHEATHING WITH A THICKNESS METHODS OF INSTALLATION FIELD CONDITIONS. NOT LESS THAN 3/8 INCH (9.5DUE MM) TO FOR 16-INCH (406 MM) OR 24-

WALL LATERAL BRACING 8'

121/2 FEET (3810 MM) FROM EACH END OF A BRACED WALL GENERAL NOTE: LINE. BRACED WALL PANELS SHALL BE CLEARLY INDICATED ON THE PLANS. CONTRACTOR TO OBTAIN FROM& THE ON ALL 3 FLOORS, INSTALLBUILDING 7/16" OSBPERMIT SHEATHING COIL PHILADELPHIA L&I DEPARTMENT PRIOR TO COMMENCE WORK STRAPS TOEXTERIOR SIDE OF ENTIRE FRONT, REAR WALLS, ON PREMISES . 2'-0" SIDE RETURNS. INSTALL"SIMPSON" MODEL CS14 STRAP IN

WALL BRACING

WALL LATERAL BRACING

LEGEND

BRACED WALL LINES SHALL CONSIST OF BRACED WALL ENGINEER & DESIGNER NOT RESPONSIBLE IF PANELS THAT MEET THE ARE REQUIREMENTS FOR LOCATION, TYPE CONTRACTOR DEVIATES WORKIN ASFIGURE SPECIFIED ON PLANS. AND AMOUNT OF BRACINGFROM AS SHOWN 2308.9.3, SPECIFIED IN TABLE 2308.9.3(1) AND ARE IN LINE OR OFFSET PROVIDE ANOTHER AUTOMATIC SPRINKLERS SYSTEM NFPA FROM EACH BY NOT MORE THAN 4 FEET WITH (1219 AN MM). 13D BRACED WALL PANELS SHALL START NOT MORE THAN

WALL LATERAL BRACING 8'

CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE AND NOTIFY THE ARCHITECT AND DESIGNER BRACING OF ANY DIMENSIONAL ERRORS,WITH OMISSIONS OR DISCREPANCIES ALL BRACING IN OCCURRENCE 2015 IRC CODE BEFORE BEGINNING ANY WORK.

GYPSUM BOARD [SHEATHING 1/2-INCH-THICK (12.7 MM) BY 4-FEET-WIDE (1219 MM) WALLBOARD OR VENEER BASE] ON STUDS SPACED NOT OVER 24 INCHES (610 MM) O.C. AND NAILED AT 7 INCHES (178 MM) O.C. WITH NAILS AS REQUIRED BY TABLE 2306.7.

SITE PLAN CALCULATION CHART

BASEMENT WALLS TO HAVE BATT INSULATION MIN. R-13

GYPSUM BOARD [SHEATHING 1/2-INCH-THICK (12.7 MM) BY 4CALL ALL UTILITIES BEFORE DIGGING FEET-WIDE (1219 MM) WALLBOARD OR VENEER BASE] ON STUDS SPACED NOT OVER 24 INCHES (610 MM) O.C. AND DUCTWORK ON THE (178 MECHANICAL PLAN NAILS AS REQUIRED NAILED AT 7 INCHES MM) O.C. WITH BY TABLE 2306.7. PARTICLEBOARD WALL SHEATHING PANELS WHERE INSTALLED BUILDING CODE: CODE JURISDICTION IN ACCORDANCE WITH TABLE 2308.9.3(4). PORTLAND CEMENT PLASTER ON STUDS SPACED 16 INCHES 2009 INTERNATIONAL RESIDENTIAL BUILDING CODE (406 MM) O.C. INSTALLED IN ACCORDANCE WITH SECTION 2510. 2004 PHILADELPHIA PLUMBING CODE HARDBOARD PANEL SIDING WHERE INSTALLED IN 2009 INTERNATIONAL ELECTRIC CODE ACCORDANCE WITH SECTION 2303.1.6 AND TABLE 2308.9.3(5). 2009 INTERNATIONAL MECHANICAL CODE FOR CRIPPLE WALL BRACING, SEE SECTION 2308.9.4.1. FOR 2009 INTERNATIONAL FIRE CODE METHODS 2, 3, 4, 6, 7 AND 8, EACH PANEL MUST BE AT LEAST 48 2009 INTERNATIONAL ENERGY CONSERV. CODE INCHES (1219 MM) IN LENGTH, COVERING THREE STUD SPACES WHERE STUDS ARE SPACED 16 INCHES (406 MM) APART AND ENERGY CONSERVATION NOTES COVERING STUD ARE SPACED 24 PROPOSEDTWO WORK TO SPACES COMPLYWHERE W/ 2009STUDS RESIDENTIAL ENERGY INCHES (610 MM) APART. 4 IN COMPLIANCE OF CERTIFICATE PROVISIONS OF CHAPTER FOR METHOD 5,SUBMITTED. EACH PANEL MUST BE AT LEAST 96 INCHES OF DESIGN AS (2438 MM) IN LENGTH WHERE APPLIED TO ONE FACE OF A PANEL AND 48 INCHESNOTES: (1219 MM) WHERE APPLIED TO BOTH DOOR AND WINDOW FACES. ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS AND ADJACENT PANEL JOINTS SHALL BE NEW WINDOWS NAILED TO COMMON FRAMING MEMBERS. HORIZONTAL JOINTS SHALL OVER BLOCKING OR OTHER FRAMING EQUAL IN EVERYOCCUR BEDROOM SHALL BE PROVIDED WITH ANEGRESS SIZE TO THE STUDDING EXCEPT WHERE WAIVED BY THE44" WINDOW WITH FINISHSILL HEIGHT NOTGREATER THAN INSTALLATION REQUIREMENTS FOR THE SPECIFIC ABOVE THE FINISH FLOOR HEIGHTANDSHALL HAVESHEATHING A MINIMUM MATERIALS. SOLE OF PLATES BE NAILED TO THE FLOORNOT OPENABLE AREA 5.7SQ.SHALL FT. EGRESS WINDOWSSHALL FRAMING AND TOP PLATES SHALL BE CONNECTED HAVE ANOPENABLE AREA LESS THAN 20" WIDE OR TO 24"THE HIGH. FRAMING ABOVE IN ACCORDANCE WITH SECTION 2308.3.2. WHERE JOISTS ARE PERPENDICULAR TO BRACED ALL WALK-THRU DOORS SHALL BE SOLID CORE WALL LINES ABOVE, BLOCKING SHALL BE PROVIDED UNDER AND IN LINE WITH THE BRACED WALL PANELS. INTERIOR DOORS SHALL BE PAINTED. ENTRY DOORTO BE IN ORDER BY TOHOMEOWNER ANCHOR BRACED WALL PANELS TO FOUNDATION DEFINED PRIOR ORDERING. WALL INSTALL"SIMPSON" MODEL SSTB16 BOLTS SO EXTERIOR EXIT DOORS WILL BE 36" MIN. ANCHOR NET THAT THE ANCHORS ARE BE CASTIN PLACE DURING CLEARDOORWAY SHALL 32"MIN. DOOR SHALLPOURING CONC. FOR FOUNDATIONS BEOPENABLE FROM INSIDEWALLS. WITHOUT THE USE OF A INSTALL "SIMPSON" HDU4-SDS25 HOLD-DOWNS TO 1ST KEYORANY SPECIALMODEL KNOWLEDGE OR EFFORT. GLAZING FLOOR STUDSAT THEDUALPANE SAME LOCATIONS OF "SIMPSON" MODEL INDOORS SHALL BE SAFETY GLASS WITH MIN.USSTB ANCHORS. VALUE OF 0.60 CONNECTHOLD-DOWNS SSTB ANCHORS W/ 5/8" DIA. EXTENSION ROD "CNW" COUPLER. 2308.9.4.1 BRACING LUMBER SPECIES: 1. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE DF-#2. 2. EXPOSED ARCH BEAMS TO BE DF-#1 OR BETTER. 3. SILLS, PLATES BLOCKING, AND BRIDGING TO BE DF-#2. 4. ALL STUDS TO BE DF#2 OR BETTER. 5. PLYWOOD SHEATHING SHALL BE AS FOLLOWS: 6. ROOF SHEATHING SHALL BE 5/8" PLYWOOD OR 9/32 OSB. 7. WALL SHEATHING SHALL BE 1/2'' INT-APA RATED 32/16 OR 7/16'' OSB. 8. FLOOR SHEATHING SHALL BE 3/4'' T & G INT-APA RATED OSB.

(2) 2 X 10 JOIST

2 X 10 @ 16" O.C I JOI

(2) 2 X 10 I JOIS

OIST

ALL EXTERIOR CEILING TO HAVE BATT INSULATION MIN. R-38

NEW INTERIOR 2X4 @ 16" O.C PARTITION 1/2" GYPBD BOTH SIDES

SOLID BLOCKI

(2) 2 X 10 I JOIST

LEGEND NOTE:

PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS TO CONFORM WITH IRC TABLE R602.3(1). CARPENTRY: ELECTRICAL SCHEDULE BUILDING CHARACTERISTICS GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. PRODUCT SD SMOKE DETECTOR STANDARD PS 56, "STRUCTURAL GLUED LAMINATED TIMBER" AND AMERICAN INSTITUTE OF BASEMENT CEILING HEIGHT: 7' 6" BASEMENT SQUARE FOOTAGE: 682.00 SQ.FT TIMBER CONSTRUCTION, AITC 117. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS WALL SWITCH IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE 1ST FLOOR CEILING HEIGHT: 8' 6" RECESSED LIGHTING 1 ST FLOOR SQUARE FOOTAGE: 623 SQ.FT COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR EXHAUST FAN (LIGHT) FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. BEAMS SHALL BE VISUALLY 2ND FLOOR CEILING HEIGHT: 8' 7" ALL BRACING IN 2ND FLOOR SQUARE FOOTAGE: 639.00 SQ.FT GRADED WESTERN SPECIES INDUSTRIAL GRADE, AND OF THE STRENGTH INDICATED BELOW: CARBON MONOXIDE/ ACCORDANCE WITH IRC "SIMPSON" FRAMING PLATE MODEL "LTP4" SMOKE 2015 DETECTOR COMBINATION 3RD FLOOR CEILING HEIGHT: 8' 7" CODE SECTION 6 24" O.C. TO ATTACH RIM BOARD 3RD FLOOR SQUARE FOOTAGE: 649.00 SQ.FT DEPTH SYMBOLSPECIES USE TO TOP ALL 24F - V4 DF/DF (SIMPLE SPAN) PROPOSE THREE STORY SINLGE FAMILY DWELLLING ALL 24FSHEATHING - V8 DF/DF (CONT. CANTILEVER) ATTACH ALL PLYWOOD TOORTOP PLATE PREMANUFACTURED WOOD JOISTS: PREMANUFACTURED WOOD JOISTS SHALL BE OF THE W/ 8D COMMON NAILS 3" O.C. AT PANEL EDGES TOP PLATE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUS JOIST COMPANY, OR AN ENGINEER APPROVED EQUAL. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS. JOISTS AND BRIDGING SHALL BE CAPABLE OF (2) 2X4 OR 2X6 POST RESISTING THE WIND UPLIFT NOTED ON THE DRAWINGS. THE JOIST MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF JOISTS IN WRITING TO THE ARCHITECT/ENGINEER. PREMANUFACTURED WOOD JOIST ALTERNATES WILL BE PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, ATTACH PLYWOOD CONSIDERED, SHEATHING TO STUDS W/ 8D STIFFNESS, DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF THE PROJECT, AND IS ICBO COMMON NAILS 6" O.C. AT INTERMEDIATE STUDS INTERMEDIATE STUD APPROVED. ROOF DECK SYSTEM FOUNDATION NOTES: LUMBER SPECIES: IB 60 MIL TO DECKBE SHIELD SINGLE-PLY IS AN ASTM D 4434-04, TYPE lll THERMOPLASTIC SLOPE CRAWL SPACE TO DRAIN. MAXIMUM SLOPE IS 2 HORIZ., 1 VERT. BETWEEN FOOTINGS AT DIFFERENTJOISTS, ELEVATIONS. POSTS, BEAMS, DF-#2. 1. ATTACH PLYWOOD SHEATHING TOHEADERS, STUDS W/ 8D AND RAFTERS MEMBRANE BEAMS TO BE DF-#1 OR BETTER. 2. EXPOSED ARCHEDGES SILL PLATE COMMON 3"SOIL. O.C. PANEL ALL FOOTINGS TO REST ON CLEAN, FIRMNAILS UNDISTURBED STEP AT FOOTINGS A REQUIRED TO MAINTAIN REQUIRED SKID RESISTANT DEPTH BELOW FINISH GRADES. 3. SILLS, PLATES BLOCKING, AND BRIDGING TO BE DF-#2. 3. ALL STUDS TO BE DF#2 OR BETTER. TOP SURFACE IS COATED WITH A DURABLE ACRYLIC COATING THAT REPLICATES THE CONCRETE STRENGTH, 3,000 PSI AT 28 DAYS FOR ALL SLABS. (FOUNDATION DESIGN5. PLYWOOD BASED ON 2,500 PSI).SHEATHING SHALL BE AS FOLLOWS: ATTACH PLYWOOD SHEATHING TO SILL PLATE W/ APPEARANCE OF A PEBBLED WALKWAY 3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION. 6. ROOF SHEATHING SHALL BE 5/8" PLYWOOD OR 9/32 OSB. 8D COMMON NAILS 3" O.C. AT PANEL EDGES THERMALLY WELDED SEAMS PROVIDE SUPERIOR SEAM STRENGTH MAXIMUM SLUMP, 4" LEGEND FRAMING NOTES: A VAPOR RETARDED TO BE INSTALLED BELOW THE CONCRETE SLAB ON GRADE NOTE: PROVIDE DOUBLE JOISTS. UNDER ALL WALLS RUNNING PARALLEL TO JOISTS. NEW EXTERIOR WALLS 2X6 @ 16" O.C "SIMPSON" FRAMING PLATE MODEL "LTP4" 24" O.C. PROVIDE POSITIVE AT CONSTRUCTION EA. END OFTYPE EA.R USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS UNLESS NOTED OTHERWISE VENTILATION BUILDING VB AFTER SPACE AT VAULTED CEILING NEW INTERIOR 2X4 @ 16" O.C TO ATTACH RIM AREAS. BOARD TO BOTTOM. PARTITION 1/2" GYPBD BOTH SIDES INFILTRATION, ALL OPENINGS IN THE EXT. BLDG. ENVELOPE SHALL BE SEALED AGAINST AIR INFILTRATION. ALLTHE EXTERIOR CEILING TO HAVE BATT INSULATION MIN. R-38 PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER I.B.C. SEC.R502.12. FOLLOWING AREAS MUST BE SEALED. LATERAL WALL BRACING ALL EXTERIOR WALLS END TO HAVE BATT INSULATION R-19COLUMNS TO RESIST PROVIDE POSITIVE CONNECTIONS AT EACH OF ALL POSTSMIN. AND * JOINTS AROUND WINDOW AND DOOR FRAMES 16' * JOINTS BETWEEN WALL CAVITY AND WINDOW/DR. FME. LATERAL DISPLACEMENT. BASEMENT WALLS TO HAVE BATT INSULATION MIN. R-13 * JOINTS BETWEEN WALL AND FOUNDATION WALL LATERAL BRACING WALL LATERAL BRACING ROOFING TO BE ENERGY STAR RATE AS16' HIGHLY REFLECTIVE BASE SHEET * JOINTS BETWEEN WALL AND ROOF WALL LATERAL BRACING CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS LUMBER FLOOR JOIST 3/4" THICK 16' * JOINTS BETWEEN WALL PANELS AT THE JOBSITE AND NOTIFY THE ARCHITECT AND DESIGNER * UTILITY PENETRATIONS THROUGH EXTERIOR WALLS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES WOOD LINTELS 8' SPAN, USE 3-2X12 LEGEND BEFORE BEGINNING ANY WORK. FRAMING NOTES: 6' SPAN OR LESS, USE 3-2X10 ENGINEER & DESIGNER ARE NOT RESPONSIBLE IF PROVIDE DOUBLE JOISTS. UNDER ALL WALLS RUNNING PARALLEL TO JOISTS. MINIMUM 4" BEARING PER SIDE CONTRACTOR DEVIATES FROM WORK AS SPECIFIED ON PLANS. WALL BRACING THIS WILL COVER ALL LOCATIONS ON ALL FLOORS, INCLUDING PLACES WHERE JOIST SPANS PROVIDE POSITIVE VENTILATION AT EA. END OF EA.R AFTER SPACE AT VAULTED CEILING AREAS. PROVIDE AN AUTOMATIC SPRINKLERS SYSTEM WITH AN NFPA INTO BUMP OUTS.

4/27/2021

STRENGTH

SILL PLATE

NEW INTERIOR WALL DETAIL SCALE: 1" = 1'-0"

ATTACH PLYWOOD SHEATHING TO SILL PLATE W/ 8D COMMON NAILS 3" O.C. AT PANEL EDGES

DECK TO DRAIN UTILIZING FLOOR BOARD GAP, DECK CROSS SLOPE AND EXISTING ROOF DRAINAGE WATER WILL DRAIN THROUGH 1/8 " GAP BETWEEN FLOOR BOARDS DRAINAGE WILL BE REGULAR ROOF DRAINAGE UNDERNEATH.

SCALE 1/2"= 1'-0"

"SIMPSON" FRAMING PLATE MODEL "LTP4" 24" O.C. TO ATTACH RIM BOARD TO BOTTOM.

12" R-38 BATT INSUL.

GWB CEILING

2X6 STUDS AT 16" O.C

WINDOW OPENING

1/2" DIAMETER MASONRY ANCHOR AT 16" VERTICAL OC USE MINIMUM 6" EMBED

DOOR OPENING

BOMAN & KEMP 5236-60 "EASY-WELL" BOMAN KEMP 4'-0" ESCAPE LADDER 2X3 WD FRAMING 16" OC (WHEN EXIT HEIGHT EXCEEDS 44") DOUBLE SILL PLATE W/ R13INSULATION & 1/2" DRYWALL GRAVEL BASE

D1 A6

VERTICAL ANCHOR ATTACHMENT SCALE: 3/4"=1'-0"

APPROACH PITS AND UNDERPINNING SEGMENTS SHALL NOT EXCEED 4 FEET MAXIMUM WIDTHS. CONCRETE SHALL BE 4000, PSI HIGH EARLY STRENGTH MIX. ACHIEVE 75% STRENGTH BEFORE PROCEEDING TO ADJACENT POUR. 2X10

NEW SIMPSON HANGERS

TYPICAL EXTERIOR WALL FRAMING SCALE: 1/2"=1'-0"

2X3 WD FRAMING 16" OC W/ R13INSULATION & 1/2" DRYWALL

WELL DRAIN SYSTEM GOING TO THE YARD GRAIN DOUBLE STUDS AT END OF WALL

USE

D1 SIDE VIEW-HORIZONTAL ANCHOR ATTACHMENT A5 SCALE: 3/4"=1'-0" HAND EXCAVATION METHODS ONLY.

THE BOTTOM OF THE UNDERPINNING SHALL REACH THE BOTTOM OF THE PROPOSED NEW FLOOR SLAB AND/OR FOOTINGS.

CRIPPLE STUDS 2X4 OR 2X6 STUDS AT 16" O.C

DOUBLE TOP PLATES

WALL SECTION THRU. WINDOW WELL SCALE 3/8" = 1'-0"

DOUBLE HEADER

C6 A4

DOUBLE STUDS AT END OF WALL

WALL SECTION THRU. WINDOW WELL SCALE 3/8" = 1'-0"

5' 11

COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL PLANS. 1'-4" 1'-4" 1'-4" OWNER SHALL ARRANGE AND PAY FOR THIRD PARTY D2 FRONT VIEW-HORIZONTAL ANCHOR ATTACHMENT INSPECTION REQUIRED BY THE CITY. A5 SCALE:AS 3/4"=1'-0"

BOTTOM PLATE LAG SCREW 1/2" DIAMETER

TYPICAL INTERIOR WALL FRAMING NET WIDTH OF PATH = 21 3/4" SCALE: (20" MIN. REQUIRED FOR 1/2"=1'-0" EGRESS) NET HEIGHT = 45 3/8" FOUNDATION LINE

2X12

NEW SIMPSON HANGERS

5' 11

D2 A5

SIDE VIEW-HORIZONTAL ANCHOR ATTACHMENT SCALE: 3/4"=1'-0"

NET WIDTH OF PATH = 21 3/4" (20" MIN. REQUIRED FOR EGRESS) NET HEIGHT = 45 3/8" FOUNDATION LINE

HORIZ. SLIDER

BOMAN KEMP 4040 "EASY-BUCK" AND DOUBLE INSULATED VINYL WINDOW BOMAN KEMP 52-60 "EASY-WELL" (GRATE AND LEXAN COVER NOT SHOWN FORCLARITY)

PING

ALUM. COUNTER FLASHING

PREFORMED ALUM. COPPING 2X6 PT WD BLOCKING

WATERPROOFING MEMBRANE, CONT. OVER COPING

2 HOUR FIRE RATED WALL (2) COATS STUCCO METAL MESH 2 LAYERS 5/8" DENSGLASSSHEATHING(EXT)

WINDOW WELL (36" MIN. PROJECTION REQUIRED FOR EGRESS) 1 1/2" MIN SLOPED RIGID INSULATION BOARD

9 SQ. FT. MIN.

BOMAN KEMP 4040 "EASY-BUCK" AND DOUBLE INSULATED VINYL WINDOW BOMAN KEMP 52-60 "EASY-WELL" (GRATE AND LEXAN COVER NOT SHOWN FORCLARITY) BOMAN KEMP 4'-0" ESCAPE LADDRES

3/4" DENSGLASS

NOTES SITE PLAN NOTES GEN NOTES MM MM MM BW

SCALE:

BOMAN KEMP 4'-0" ESCAPE LADDRES FIBER GLASS 3/4" PLYWOOD 1x3 @ 16" O.C VENTILATION 2X12 I JOIST @ 16" O.C R38 INSULATION 5/8" GWB, PAINTED

DATE:

LEGEND

HORIZ. SLIDER

AS NOTED SHEET:

WALL BRACING

2 NO. 4 TOP 2 NO .4 BOTTOM #4 HOOP @ 12: OC SPLICE HORIZONTAL BARS 18" OVERLAP

TYPICAL SECTION AT SCALE: 1/2" = 1'-0"

4/27/2021

PROJECTION

9 SQ. FT. MIN.

1'-0"

LEDGER DETAIL ALTERNATE THE APPROACH PITS. SEGMENTS OF 1/2" DIAMETER LAG SCREW OR BOLT,16" O.C UNDERPINNING IN GENERAL ACCORDANCE WITH THE DIAGRAM INDICATED HEREON. REASONABLE MODIFICATIONS WILL BE ACCEPTABLE.

2X4 OR 2X6 STUDS AT 16" O.C

DOOR OPENING

01/03/19 02/15/19 03/06/19 04/27/21

SCALE: 3/4"=1'-0"

LAG SCREW 1/2" DIAMETER

BOTTOM PLATE

1 2 3 4

UNDERPINNING 1'-4" SHALL 1'-4"COMPLY 1'-4"WITH THE CITY OF PHILADELPHIA CODE BULLETINS B-0702 R1 AND B-053 INCLUDING PROTECTION OF ADJACENT PROPERTIES AND 10 D1 FRONT VIEW-HORIZONTAL ANCHOR ATTACHMENT DAY NOTIFICATION OF ADJACENT PROPERTY OWNERS.

NEW CONSTRUCTION THREE STORTY SINGLE FAMILY DWELLING W/ ROOF TOP DECK & PILOT HOUSE

JACK STUD

BOMAN KEMP 4040 DOUBLEINSULATED VINYL WINDOW

2658 BRADDOCK STREET 19125 PHILADELPHIA, PA

DOUBLE STUDS AT END OF WALL

DRAWN BY: BW

HEADER

MAGDA GREEN DESIGN, LLC 1511 WALNUT STREET PHILADELPHIA, PA 19102 MOBILE: 609-892-1337 OFFICE: 267-804-7797 magdagreendesign@gmail.com

2X3 WD FRAMING 16" OC W/ R13INSULATION & 1/2" DRYWALL BOMAN KEMP 4040 "EASY-BUCK"

1'-4"

DOUBLE TOP PLATES

BOMAN KEMP 4040 DOUBLEINSULATED BOWMAN KEMP CLEARVINYL LEXAN GRATE WINDOW COVER BOMAN KEMP STEEL SAFETY GRATE FINISHED GRADE LINE

1/2" BOLT EMBEDDED

CRIPPLE STUDS

KING STUD

THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR SITE SAFETY DURING LEDGER DETAIL CONSTRUCTION INCLUDING SHEETING, 1/2" DIAMETER LAG SCREW OR BOLT,16" O.C SHORING, AND PROTECTION OF EXISTING SURROUNDING CONSTRUCTION. CONTRACTOR MUST HAVE PRIOR EXPERIENCE WITH APPROACH PIT METHOD OF UNDERPINNING.

NUMBER DATE

UNDERPINNING GENERAL NOTES

1'-4"

2X3 WD FRAMING 16" OC W/ R13INSULATION & 1/2" DRYWALL BOMAN CRIPPLE KEMP 4040 "EASY-BUCK" STUDS

REVISION TABLE REVISED BY DESCRIPTION

4/27/2021

ROOF VENT SCALE 1/2"= 1'-0"

A-6

4/27/2021 Wall Detail - 4

Wall Detail - 14

D12

Wall Detail - 19

NUMBER DATE

Wall Detail - 11

Wall Detail - 15

2x6 x 35 11/16" Header (2)

2x6 x 33" Header (2)

D06

D04

Wall 10 D07

Wall 7

Wall 11

2x6 x 36" Header (2)

Wall 1

WALL 7

Wall Detail - 8

WALL 1

D02

Wall Detail - 9

2x8 x 61" Header (2)

WALL 7

D13 - 16 Wall Detail

Wall 1

WALL 3

WALL 1

2x6 x 30" Header (2)

W10

Wall Detail - 13 2x6 x 41" Header (2)

Wall 12

D09

Wall Detail - 10

NEW CONSTRUCTION THREE STORTY SINGLE FAMILY DWELLING W/ ROOF TOP DECK & PILOT HOUSE

Wall Detail - 6

Wall Detail - 12

D11

D04 Wall Detail - 1 2x6 x 41" Header (2)

Wall Detail - 11

2x6 x 33" Header (2)

2x6 x 37" Header (2) Wall 8

Wall 9

Wall Detail - 10

D14

D03 2x8 x 65" Header (2)

2x8 x 53 1/4" Header (2)

Wall Detail - 12

NOTES SITE PLAN NOTES GEN NOTES

W04 2x8 x 52" Header (2) WALL 8

MM MM MM BW

REVISION TABLE REVISED BY DESCRIPTION

W03 2x6 x 40" Header (2)

W06 2x8 x 52" Header (2) WALL 8

01/03/19 02/15/19 03/06/19 04/27/21

W06 2x8 x 52" Header (2)

W02

Wall 4

1 2 3 4

D10 2x12 x 113" Header (2)

2x6 x 35" Header (2)

W02 2x6 x 34" Header (2)

W05

2x6 x 36 5/16" Header (2) D06

Wall Detail - 8 D03

2 x 4 1/2 x 35" Header2(2) x 4 1/2 x 33" Header (2) Wall 2

D01

2x8 x 64" Header (2) W08

FIRST FLOOR WALL FRAMING PLAN SCALE: 1/4"=1-0'

SECOND FLOOR WALL FRAMING PLAN SCALE: 1/4"=1-0'

WALL 6

Wall Detail - 6

2x8 x 64" Header (2) W09

THIRD FLOOR WALL FRAMING PLAN SCALE: 1/4"=1-0'

Wall 6

ROOF DECK WALL FRAMING PLAN SCALE: 1/4"=1-0'

FIRST FLOOR EXTERIOR WALL FRAMING. ALL WALLS VIEWED FROM OUTSIDE.

WALL 1

Wall 2

Wall 5

WALL 4

MAGDA GREEN DESIGN, LLC 1511 WALNUT STREET PHILADELPHIA, PA 19102 MOBILE: 609-892-1337 OFFICE: 267-804-7797 magdagreendesign@gmail.com

BASEMENT WALL FRAMING PLAN SCALE: 1/4"=1-0'

WALL 2

Wall 3

WALL 6

WALL 5

WALL 4

WALL 3

2x6 x 41 5/8" Header (2) D08

WALL 5

WALL 2

Wall 2 2x8 x 64" Header (2) W07

W01

WALL 3

Wall 1

D05

2658 BRADDOCK STREET 19125 PHILADELPHIA, PA

2x8 x 65" Header (2)

DRAWN BY: BW

Wall Detail - 7

DATE:

WALL 2 Wall 3

4/27/2021 SCALE: AS NOTED SHEET: Wall 4

A-7

4/27/2021 WALL 5

Wall 7

WALL 3

WALL 2

WALL 6

2658 BRADDOCK STREET 19125 PHILADELPHIA, PA

THIRD FLOOR EXTERIOR WALL FRAMING. ALL WALLS VIEWED FROM OUTSIDE.

Wall 7

WALL 8

ROOF DECK EXTERIOR WALL FRAMING. ALL WALLS VIEWED FROM OUTSIDE.

Wall 3

Wall 2

Wall 1

Wall 4

Wall 5

Wall 6

Wall 7

NOTES SITE PLAN NOTES GEN NOTES MM MM MM BW DRAWN BY: BW

WALL 8

WALL 1

01/03/19 02/15/19 03/06/19 04/27/21

WALL 4

WALL 6

1 2 3 4

WALL 5

NUMBER DATE

WALL 4

NEW CONSTRUCTION THREE STORTY SINGLE FAMILY DWELLING W/ ROOF TOP DECK & PILOT HOUSE

WALL 3

WALL 2

MAGDA GREEN DESIGN, LLC 1511 WALNUT STREET PHILADELPHIA, PA 19102 MOBILE: 609-892-1337 OFFICE: 267-804-7797 magdagreendesign@gmail.com

WALL 1

REVISION TABLE REVISED BY DESCRIPTION

SECOND FLOOR EXTERIOR WALL FRAMING. ALL WALLS VIEWED FROM OUTSIDE.

DATE: 4/27/2021

Wall 8

Wall 9

Wall 10

WALL 11

Wall 12

SCALE: AS NOTED SHEET:

A-8

PREFORMED ALUM. COPPING WATERPROOFING MEMBRANE, CONT. OVER COPING 2X6 PT WD BLOCKING

1 1/2" MIN SLOPED RIGID INSULATION BOARD

FIBER GLASS 3/4" PLYWOOD 1x3 @ 16" O.C VENTILATION GPI 90X11 7/8" @ 16" O.C R49 INSULATION 5/8" GWB, PAINTED

3/4" DENSGLASS

OPTIONAL 2X8 @ 16" O.C

2x12 WOOD STUDS VENTED AIRSPACE BLOCKING

OPTIONAL 2X8 @ 16" O.C

2x12 WOOD STUDS VENTED AIRSPACE BLOCKING 3/4" DENSGLASS DOUBLE TOP PLATE

GPI 90X11 7/8" @ 16" O.C VENTED AIRSPACE BLOCKING

ADD BRICK TIES SPACINGOF24"x16"(2'X1.25'=2.5 SQ FT. R-21 INSULATION NAILTOSHEATHING,EMBEDDING MURTAR ADD BRICK TIES SPACINGOF24"x16"(2'X1.25'=2.5 SQ FT. NAILTOSHEATHING,EMBEDDING MURTAR

OPTIONAL 2X8 @ 16" O.C

R-21 INSULATION

3/4" DENSGLASS

ADD BRICK TIES SPACINGOF24"x16"(2'X1.25'=2.5 SQ FT. NAILTOSHEATHING,EMBEDDING MURTAR

OPTIONAL DOUBLE TOP PLATE

@ O.C 16" O.C GPI 90X11 7/8" 2X8 @ 16" VENTED AIRSPACE BLOCKING

OPTIONAL 2X8 @ 16" O.C

5/8" TYPE X GWB ALUMINUM PANELS TYVEK HOUSE WRAP 5/8 " DENSGLASSSHEATHING(EXT) & 2X6 @ 16" O.C R-21 INSULATION 5/8 " TYPE XFIRERATED GYP UL 301, CU301

5/8" TYPE X GWB 5/8" TYPE X GWB

3/4 " THICK T/G WOOD 3/8" SRB SOUND BOARD 3/4 " SUB FLOOR 2X12 @ 16" O.C 1/2 " GWB, PAINTED

DOUBLE TOP PLATE

R-21 INSULATION

OPTIONAL 2X8 @ 16" O.C

3'-6"

FLASHING 3/4" DENSGLASS

FLASHING

DOUBLE TOP PLATE

2x12 WOOD STUDS VENTED AIRSPACE BLOCKING

R-21 INSULATION METAL TIESTRAP R-21 INSULATION

3/4 " THICK T/G WOOD 3/8" SRB SOUND BOARD 3/4 " SUB FLOOR 2X12 @ 16" O.C 1/2 " GWB, PAINTED

ALUMINUM PANELS TYVEK HOUSE WRAP 5/8 " DENSGLASSSHEATHING(EXT) & 2X6 @ 16" O.C R-21 INSULATION 5/8 " TYPE XFIRERATED GYP UL 301, CU301

METAL TIESTRAP TYVEK HOUSE WRAP

2x6 SILL BOTTOM PLATE

3/4 " THICK T/G WOOD 3/4 " SUB- FLOOR GPI 90X11 7/8" @ 16" O.C SOLID BLOCKING BETWEEN JOISTS R-30 INSULATION (2) 5/8" GWB, PAINTED

TYVEK HOUSE WRAP

RIM JOIST

3/4" DENSGLASS 2X10 FLOOR JOISTS

2x6 SILL BOTTOM PLATE

3/4" DENSGLASS 2X10 FLOOR JOISTS

1" AIR GAP DOUBLE TOP PLATE

3/4 " THICK T/G WOOD 3/4 " SUB- FLOOR GPI 90X11 7/8" @ 16" O.C SOLID BLOCKING BETWEEN JOISTS R-30 INSULATION (2) 5/8" GWB, PAINTED

RIM JOIST

BRICK VENEER

DOUBLE TOP PLATE

R-21 INSULATION

3/4 " THICK T/G WOOD 3/8" SRB SOUND BOARD 3/4 " SUB FLOOR 2X12 @ 16" O.C 1/2 " GWB, PAINTED

METAL TIESTRAP

TYVEK HOUSE WRAP

ALUMINUM PANELS TYVEK HOUSE WRAP 5/8 " DENSGLASSSHEATHING(EXT) & 2X6 @ 16" O.C R-21 INSULATION 5/8 " TYPE XFIRERATED GYP UL 301, CU301

2x6 SILL BOTTOM PLATE RIM JOIST 3/4" DENSGLASS 2X10 FLOOR JOISTS BRICK VENEER

2x6 SILL BOTTOM PLATE

1" AIR GAP

BRICK VENEER

RIM JOIST

DOUBLE TOP PLATE 2x6 SILL BOTTOM PLATE

1" AIR GAP UL DES L541 STC 59

DOUBLE TOP PLATE 5/8" TYPE X GWB

NEW CONSTRUCTION THREE STORTY SINGLE FAMILY DWELLING W/ ROOF TOP DECK & PILOT HOUSE

3/4" DENSGLASS

1 1/2" MIN SLOPED RIGID INSULATION BOARD

IB 60 MIL DECKSHIELD FIBER GLASS 3/4" PLYWOOD 1x3 @ 16" O.C VENTILATION 2X12 JOIST @ 16" O.C R49 INSULATION 5/8 " GWB, PAINTED

1 1/2" MIN SLOPED RIGID INSULATION BOARD

FIBER GLASS 3/4" PLYWOOD 1x3 @ 16" O.C VENTILATION GPI 90X11 7/8" @ 16" O.C R49 INSULATION 5/8" GWB, PAINTED

FLASHING

DOUBLE TOP PLATE

ALUMINUM PANELS TYVEK WRAP 2X6 @ 16" O.C TYVEK WRAP WIRE MESH (2) COATS STUCCO

1 1/2" MIN SLOPED RIGID INSULATION BOARD

IB 60 MIL DECKSHIELD FIBER GLASS 3/4" PLYWOOD 1x3 @ 16" O.C VENTILATION 2X12 JOIST @ 16" O.C R49 INSULATION 5/8 " GWB, PAINTED

ADD BRICK TIES SPACINGOF24"x16"(2'X1.25'=2.5 SQ FT. NAILTOSHEATHING,EMBEDDING MURTAR

3' -6"

1 1/2" MIN SLOPED RIGID INSULATION BOARDIB 60 MIL DECKSHIELD FIBER GLASS 3/4" PLYWOOD 1x3 @ 16" O.C VENTILATION 2X12 JOIST @ 16" O.C R49 INSULATION 5/8 " GWB, PAINTED

TYVEK HOUSE WRAP

WATERPROOFING MEMBRANE, CONT. OVER COPING

ALUMINUM PANELS TYVEK WRAP 2X6 @ 16" O.C TYVEK WRAP WIRE MESH (2) COATS STUCCO

3' -6"

ADD BRICK TIES SPACINGOF24"x16"(2'X1.25'=2.5 SQ FT. TYVEK HOUSE WRAP NAILTOSHEATHING,EMBEDDING MURTAR ADD BRICK TIES SPACINGOF24"x16"(2'X1.25'=2.5 SQ FT. NAILTOSHEATHING,EMBEDDING 1 1/2" MIN SLOPED RIGID INSULATION BOARD MURTAR

3'-6"

3' -6"

TYVEK HOUSE WRAP

NOTES SITE PLAN NOTES GEN NOTES

ALUM. COUNTER FLASHING

2X6 PT WD BLOCKING

MM MM MM BW

PREFORMED ALUM. COPPING

WATERPROOFING MEMBRANE, CONT. OVER COPING

ALUMINUM PANELS TYVEK WRAP 2X6 @ 16" O.C TYVEK WRAP WIRE MESH (2) COATS STUCCO

WATERPROOFING MEMBRANE, CONT. OVER COPING

ALUM. COUNTER FLASHING

01/03/19 02/15/19 03/06/19 04/27/21

WATERPROOFING MEMBRANE, CONT. OVER COPING

1 2 3 4

2X6 PT WD BLOCKING

PREFORMED ALUM. COPPING WATERPROOFING MEMBRANE, CONT. OVER COPING 2X6 PT WD BLOCKING

NUMBER DATE

PREFORMED ALUM. COPPING

ALUM. COUNTER FLASHING

2X6 PT WD BLOCKING

REVISION TABLE REVISED BY DESCRIPTION

ALUM. COUNTER FLASHING

PREFORMED ALUM. COPPING

4/27/2021

ALUM. COUNTER FLASHING

RIM JOIST 5/8" TYPE X GWB

UL DES L541 STC 59

R-21 INSULATION

TYVEK HOUSE WRAP 2x6 SILL BOTTOM PLATE

3/4 " THICK T/G WOOD 3/4 " SUB- FLOOR GPI 90X11 7/8" @ 16" O.C SOLID BLOCKING BETWEEN JOISTS R-30 INSULATION (2) 5/8" GWB, PAINTED

TYVEK HOUSE WRAP

RIM JOIST 3/4" DENSGLASS

2x6 SILL BOTTOM PLATE

2X10 FLOOR JOISTS BRICK VENEER

RIM JOIST 3/4" DENSGLASS

1" AIR GAP

2x6 SILL BOTTOM PLATE

1" AIR GAP UL DES L541 STC 59

DOUBLE TOP PLATE 5/8" TYPE X GWB

UL DES L541 STC 59

R-21 INSULATION 5/8" TYPE X GWB

VARIES 5/8" TYPE X GWB

WEEP HOLES @ 16" O.C METAL FLASHING SPLIT FOOTING MIN. 8" DEPTH

12" CONCRETE FOUNDATIONWALL

1/2" EXP. MAT PMF

2X4 SILL BOTTOM PLATE 5/8" EPOXY ADHESIVE ANCHOR BOLTS W 3"X3X1/4" WASHER @ 48" 0C 1/2" EXP. MAT PMF

4" CONCRETE SLAB 4'' GRAVEL 6 MIL PLASTIC VAPOR BARRIER

SILL SEAL

GROUND LEVEL

BOLT 1/2" @ 48" OC

PROVIDE CONCRETE FOUNDATION DAMPPROOFING BITUMINOUS COATING

#4 FOOTING DOWEL LAP @ 12" OC

5/8" TYPE X GWB 2x4 JOIST @ 16" O.C R-13 INSULATION TYVEK HOUSE WRAP

#4 BAR@ 12" OC #4 FOOTING DOWEL LAP @ 12" OC

1/2" EXP. MAT PMF

12" CONCRETE FOUNDATIONWALL GROUND LEVEL

DOUBLE TOP PLATE 12"CONCRETE FOUNDATION WALL

2X4 SILL BOTTOM PLATE 5/8" EPOXY ADHESIVE ANCHOR BOLTS W 3"X3X1/4" WASHER @ 48" 0C

#4 BAR@ 12" OC

2X4 SILL BOTTOM PLATE 5/8" EPOXY ADHESIVE ANCHOR BOLTS W 3"X3X1/4" WASHER @ 48" 0C

1/2" EXP. MAT PMF 4" CONCRETE SLAB 4'' GRAVEL 6 MIL PLASTIC VAPOR BARRIER

BOLT 1/2" @ 48" OC

GROUND LEVEL 5/8" TYPE X GWB 2x4 JOIST @ 16" O.C R-13 INSULATION TYVEK HOUSE WRAP

#4 FOOTING DOWEL LAP @ 12" OC

5/8" TYPE X GWB 2x4 JOIST @ 16" O.C R-13 INSULATION TYVEK HOUSE WRAP

#4 BAR @ 12" OC #4 FOOTING DOWEL LAP @ 12" OC #4 BAR @ 12" OC

2X4 SILL BOTTOM PLATE 5/8" EPOXY ADHESIVE ANCHOR BOLTS W 3"X3X1/4" WASHER @ 48" 0C

4" CONCRETE SLAB 4'' GRAVEL 6 MIL PLASTIC VAPOR BARRIER

4,000 PSI CONCRETE 2 FEET FOOTING CONCRETE WALL

DOUBLE TOP PLATE

1/2" EXP. MAT PMF

3- #4 REBAR (CONT.) AT BOTTOM)

COMPACTED SOIL 3- #4 REBAR (CONT.) AT BOTTOM) COMPACTED SOIL

#5 @12" EW

2'-0"

1 NO.4 BAR @ 2' O.C

24X12 CONCRETE FOOTING

#5 @12" EW

C1 A-? A-9

1 NO.4 BAR @ 2' O.C

FRONT WALL DETAIL SCALE 3/4" = 1'-0" C1 FRONT WALL DETAIL A-9 A-?

SCALE 3/4" = 1'-0"

2'-0"

4,000 PSI CONCRETE 3 FEET FOOTING CONCRETE WALL 4,000 PSI CONCRETE 24X12 CONCRETE 3 FEET FOOTING FOOTING CONCRETE WALL

3- #4 REBAR (CONT.) AT BOTTOM) #5 @12" EW 1 NO.4 BAR @ 2' O.C

COMPACTED SOIL

2'-0" 1 NO.4 BAR @ 2' O.C

SIDE WALL DETAIL SCALE 3/4" = 1'-0" C5 SIDE WALL DETAIL A-9 SCALE 3/4" = 1'-0"

DATE:

COMPACTED SOIL

24X12 CONCRETE FOOTING

#5 @12" EW

C5 A-9

#4 FOOTING DOWEL LAP @ 12" OC #4 BAR @ 12" OC

2X4 SILL BOTTOM PLATE 5/8" EPOXY ADHESIVE ANCHOR BOLTS W 3"X3X1/4" WASHER @ 48" 0C

4" CONCRETE SLAB 4'' GRAVEL 6 MIL PLASTIC VAPOR BARRIER

3- #4 REBAR (CONT.) AT BOTTOM) COMPACTED SOIL

WEEP HOLES @ 16" O.C METAL FLASHING SPLIT FOOTING MIN. 8" DEPTH

T T

SILL SEAL

12"CONCRETE FOUNDATION WALL PROVIDE CONCRETE FOUNDATION 5/8" TYPE X GWB 2x4 JOIST @ 16" O.C DAMPPROOFING R-13 INSULATION BITUMINOUS TYVEKCOATING HOUSE WRAP

BRICK VENEER 1" AIR GAP GROUND LEVEL

DOUBLE TOP PLATE

PROVIDE CONCRETE FOUNDATION DAMPPROOFING BITUMINOUS COATING

8" MIN

SPLIT FOOTING MIN. 8" DEPTH

5/8" TYPE X GWB 2x4 JOIST @ 16" O.C R-13 INSULATION TYVEK HOUSE WRAP

3/4 " THICK T/G WOOD 3/4 " SUB- FLOOR 2X12 @ 16" O.C 5/8 " GWB, PAINTED

3/4 " THICK T/G WOOD 3/4 " SUB- FLOOR 2X12 @ 16" O.C 1/2 " GWB, PAINTED

8" MIN

BRICK VENEER 1" AIR GAP

#4 FOOTING DOWEL LAP @ 12" OC #4 BAR @ 12" OC

R-21 INSULATION

VINYL SIDING TYVEK HOUSE WRAP 5/8 " DENSGLASSSHEATHING(EXT) & 2X6 @ 16" O.C STUD R-21 INSULATION 5/8 " TYPE XFIRERATED GYP UL 301, CU301

GROUND LEVEL

WEEP HOLES @ 16" O.C METAL FLASHING

DOUBLE TOP PLATE

PROVIDE CONCRETE FOUNDATION DAMPPROOFING 12" CONCRETE FOUNDATIONWALL BITUMINOUS COATING

5/8" TYPE X GWB

2x8 TREATED MUDSILL SILL SEAL CAST-IN-PLACE ANCHOR BOLT

BRICK VENEER 1" AIR GAP

2x8 TREATED MUDSILL SILL SEAL CAST-IN-PLACE ANCHOR BOLT

DOUBLE TOP PLATE

DOUBLE TOP PLATE TYVEK HOUSE WRAP VARIES & 5/8 " DENSGLASSSHEATHING(EXT) 2X6 @ 16" O.C STUD R-21 INSULATION 5/8 " TYPE XFIRERATED GYP UL 301, CU301

5/8" TYPE X GWB

2x8 TREATED MUDSILL SILL SEAL CAST-IN-PLACE ANCHOR BOLT

PROVIDE CONCRETE FOUNDATION DAMPPROOFING BITUMINOUS COATING

1" AIR GAP ALUMINUM PANELS TYVEK HOUSE WRAP 5/8 " DENSGLASSSHEATHING(EXT) & 2X6 @ 16" O.C R-21 INSULATION 5/8 " TYPE XFIRERATED GYP UL 301, CU301

SILL SEAL BOLT 1/2" @ 48" OC

2X10 FLOOR JOISTS BRICK VENEER

2x6 SILL BOTTOM PLATE

VINYL SIDING

3/4 " THICK T/G WOOD 3/4 " SUB- FLOOR 2X12 @ 16" O.C 5/8 " GWB, PAINTED 3/4 " THICK T/G WOOD 3/4 " SUB- FLOOR 2X12 @ 16" O.C 1/2 " GWB, PAINTED

GROUND LEVEL

DOUBLE TOP PLATE

R-21 INSULATION

RIM JOIST 3/4" DENSGLASS

ALUMINUM PANELS TYVEK HOUSE WRAP 5/8 " DENSGLASSSHEATHING(EXT) & 2X6 @ 16" O.C R-21 INSULATION 5/8 " TYPE XFIRERATED GYP UL 301, CU301

2X10 FLOOR JOISTS BRICK VENEER

DOUBLE TOP PLATE

TYVEK HOUSE WRAP 2x6 SILL BOTTOM PLATE 3/4 " THICK T/G WOOD 3/4 " SUB- FLOOR GPI 90X11 7/8" @ 16" O.C SOLID BLOCKING BETWEEN JOISTS R-30 INSULATION (2) 5/8" GWB, PAINTED

ALUMINUM PANELS TYVEK HOUSE WRAP 5/8 " DENSGLASSSHEATHING(EXT) & 2X6 @ 16" O.C R-21 INSULATION 5/8 " TYPE XFIRERATED GYP UL 301, CU301

3/4 " THICK T/G WOOD 3/4 " SUB- FLOOR 2X12 @ 16" O.C 5/8 " GWB, PAINTED

R-21 INSULATION

2x6 SILL BOTTOM PLATE

YL SIDING VEK HOUSE WRAP " DENSGLASSSHEATHING(EXT) & @ 16" O.C STUD 1 INSULATION " TYPE XFIRERATED GYP UL 301, 301

3/4 " THICK T/G WOOD 3/8" SRB SOUND BOARD 3/4 " SUB FLOOR 2X12 @ 16" O.C 1/2 " GWB, PAINTED

5/8" TYPE X GWB TYPE X 3/4 " THICK T/G WOOD 3/8" SRB SOUND BOARD 3/4 " SUB FLOOR 2X12 @ 16" O.C 1/2 " GWB, PAINTED

2658 BRADDOCK STREET 19125 PHILADELPHIA, PA

DOUBLE TOP PLATE

3/4 " THICK T/G WOOD 3/8" SRB SOUND BOARD 3/4 " SUB FLOOR 2X12 @ 16" O.C 1/2 " GWB, PAINTED

DRAWN BY: BW

DOUBLE TOP PLATE 5/8" TYPE X GWB TYPE X

MAGDA GREEN DESIGN, LLC 1511 WALNUT STREET PHILADELPHIA, PA 19102 MOBILE: 609-892-1337 OFFICE: 267-804-7797 magdagreendesign@gmail.com

5/8" TYPE X GWB

2'-0"

4,000 PSI CONCRETE 2 FEET FOOTING CONCRETE WALL 4,000 PSI CONCRETE 24X12 CONCRETE 2 FEET FOOTING FOOTING CONCRETE WALL

#5 @12" EW 1 NO.4 BAR @ 2' O.C

C3 A-9

REAR WALL DETAIL SCALE 3/4" = 1'-0"

2'-0" 24X12 CONCRETE FOOTING

4,000 PSI CONCRETE 2FEET FOOTING CONCRETE WALL

4/27/2021 SCALE: AS NOTED SHEET:

A-9

1 1/2" MIN SLOPED RIGID INSULATION BOARD FIBER GLASS 3/4" PLYWOOD 1x3 @ 16" O.C VENTILATION 2X12 I JOIST @ 16" O.C R38 INSULATION 5/8" GWB, PAINTED

3/4" DENSGLASS DOUBLE TOP PLATE

3/4" DENSGLASS 2X12 WOODRAFTERS VENTED AIRSPACE BLOCKING

DOUBLE TOP PLATE

2X12 WOODRAFTERS VENTED AIRSPACE BLOCKING

2 X 6 STUDS @ 16 O.C

2 X 6 STUDS @ 16 O.C (2) 5/8" TYPE X GWB

5/8" TYPE X GWB VINYL SIDING TYVEK HOUSE WRAP 5/8 " DENSGLASSSHEATHING(EXT) & 2X6 @ 16" O.C STUD R-21 INSULATION 5/8 " TYPE XFIRERATED GYP UL 301, CU301

3/4 " THICK T/G WOOD 3/4 " SUB- FLOOR 2X12 @ 16" O.C 1/2 " GWB, PAINTED

2 HOUR FIRE RATED WALL (2) COATS STUCCO METAL MESH TYVEK HOUSE WRAP 2 LAYERS 5/8" DENSGLASSSHEATHING(EXT) 2 LAYERS 5/8 " TYPE X FIRE RATED GYP UL 301,CU301 R-19 INSULATION

3/4 " THICK T/G WOOD 3/4 " SUB- FLOOR 2X10 I JOIST @ 16" O.C 1/2 " GWB, PAINTED

2x6 SILL BOTTOM PLATE

RIM JOIST

2X10 FLOOR JOISTS

DOUBLE TOP PLATE

2 HOUR FIRE RATED WALL (2) COATS STUCCO METAL MESH TYVEK HOUSE WRAP 2 LAYERS 5/8" DENSGLASSSHEATHING(EXT) 2 LAYERS 5/8 " TYPE X FIRE RATED GYP UL 301,CU301 R-19 INSULATION

(2) 5/8" TYPE X GWB

5/8" TYPE X GWB TYPE X

VINYL SIDING TYVEK HOUSE WRAP 5/8 " DENSGLASSSHEATHING(EXT) & 2X6 @ 16" O.C STUD R-21 INSULATION 5/8 " TYPE XFIRERATED GYP UL 301, CU301

3/4 " THICK T/G WOOD 3/4 " SUB FLOOR 2X10 I JOIST @ 16" O.C 1/2 " GWB, PAINTED

3/4 " THICK T/G WOOD 3/4 " SUB FLOOR 2X12 @ 16" O.C 1/2 " GWB, PAINTED

2x6 SILL BOTTOM PLATE

RIM JOIST

2X10 FLOOR JOISTS

DOUBLE TOP PLATE

5/8" TYPE X GWB

2 HOUR FIRE RATED WALL (2) COATS STUCCO METAL MESH TYVEK HOUSE WRAP 2 LAYERS 5/8" DENSGLASSSHEATHING(EXT) 2 LAYERS 5/8 " TYPE X FIRE RATED GYP UL 301,CU301 R-19 INSULATION

(2) 5/8" TYPE X GWB

VINYL SIDING TYVEK HOUSE WRAP 5/8 " DENSGLASSSHEATHING(EXT) & 2X6 @ 16" O.C STUD R-21 INSULATION 5/8 " TYPE XFIRERATED GYP UL 301, CU301

3/4 " THICK T/G WOOD 3/4 " SUB- FLOOR 2X10 I JOIST @ 16" O.C 1/2 " GWB, PAINTED

3/4 " THICK T/G WOOD 3/4 " SUB- FLOOR 2X12 @ 16" O.C 1/2 " GWB, PAINTED

STUCCO FACE WALL UL #U364(1HR)

FLOOR JOIST

SILL SEAL

BOLT 1/2" @ 16" OC

BOLT 1/2" @ 48" OC

PROVIDE CONCRETE FOUNDATION DAMPPROOFING BITUMINOUS COATING

1/2" EXP. MAT PMF

DOUBLE TOP PLATE

8" MIN

DOUBLE TOP PLATE 12"CONCRETE FOUNDATION WALL

12"CONCRETE FOUNDATION WALL

GROUND LEVEL

5/8" TYPE X GWB 2x4 JOIST @ 16" O.C R-13 INSULATION TYVEK HOUSE WRAP

DRAINAGE MAT 3/4 "THICK

5/8" TYPE X GWB 2x4 JOIST @ 16" O.C R-13 INSULATION TYVEK HOUSE WRAP

#4 FOOTING DOWEL LAP @ 12" OC

2X4 SILL BOTTOM PLATE 5/8" EPOXY ADHESIVE ANCHOR BOLTS W 3"X3X1/4" WASHER @ 16" 0C

SLOPE W/ MOTAR OR USEA NONBIODEGRABLECANT STRIP

4/27/2021

4" CONCRETE SLAB W/6X6 10/10 WIRE MESH 6 MIL PLASTIC VAPOR BARRIER

4" CONCRETE SLAB 4'' GRAVEL 6 MIL PLASTIC VAPOR BARRIER

SCALE:

STONES 3- #4 REBAR (CONT.) AT BOTTOM)

3- #4 REBAR (CONT.) AT BOTTOM) COMPACTED SOILD

COMPACTED SOIL

#5 @12" EW

C2 A10

DATE:

COMPACTED SOIL

#4 BAR @ 12" OC

2X4 SILL BOTTOM PLATE 5/8" EPOXY ADHESIVE ANCHOR BOLTS W 3"X3X1/4" WASHER @ 48" 0C

1 NO.4 BAR @ 2' O.C

NEW CONSTRUCTION THREE STORTY SINGLE FAMILY DWELLING W/ ROOF TOP DECK & PILOT HOUSE

1 1/2" MIN SLOPED RIGID INSULATION BOARD

2658 BRADDOCK STREET 19125 PHILADELPHIA, PA

EXISTING ADJACENT WALL

MAGDA GREEN DESIGN, LLC 1511 WALNUT STREET PHILADELPHIA, PA 19102 MOBILE: 609-892-1337 OFFICE: 267-804-7797 magdagreendesign@gmail.com

3/4 " THICK T/G WOOD 3/4 " (2) PLYWOODS 1X3 @ 16" O.C SLEEPER 2X12 @ 16" O.C R-49 INSULATION 5/8" GWB, PAINTED

IB 60 MIL DECKSHIELD FIBER GLASS 3/4" (2) PLYWOODS 1x3 @ 16" O.C SLEEPER 2X12 JOIST @ 16" O.C R49 INSULATION 5/8" GWB, PAINTED

MM MM MM BW

REVISION TABLE REVISED BY DESCRIPTION 3'-6"

2 HOUR FIRE RATED WALL (2) COATS STUCCO METAL MESH 2 LAYERS 5/8" DENSGLASSSHEATHING(EXT)

01/03/19 02/15/19 03/06/19 04/27/21

2X6 PT WD BLOCKING

WATERPROOFING MEMBRANE, CONT. OVER COPING

1 2 3 4

PREFORMED ALUM. COPPING

NUMBER DATE

ALUM. COUNTER FLASHING

DRAWN BY: BW

VINYL SIDING TYVEK HOUSE WRAP 5/8 " DENSGLASSSHEATHING(EXT) & 2X6 @ 16" O.C STUD R-21 INSULATION 5/8 " TYPE XFIRERATED GYP UL 301, CU301

8'-6"

3/4 " PLYWOOD 2X10 @ 16" O.C R-49 INSULATION 5/8" DRYWALL TYPE X FIRE RATED

OPTIONAL 2X8 @ 16" O.C

NOTES SITE PLAN NOTES GEN NOTES

4/27/2021

FIBER GLASS 3/4" PLYWOOD

2'-0"

SIDE WALL DETAIL- PILOT HOUSE SCALE 3/4" = 1'-0"

24X12 CONCRETE FOOTING

4,000 PSI CONCRETE 2 FEET FOOTING CONCRETE WALL

24X12 CONCRETE FOOTING

AS NOTED

3000 PSI CONCRETE

3 FEET CONCRETE FOOTING

C2 SIDE WALL A-10 SCALE 3/4" = 1'-0"

SHEET:

A-10

4/27/2021

5' NET WIDTH OF PATH = 21 3/4" (20" MIN. REQUIRED FOR EGRESS) NET HEIGHT = 45 3/8" FOUNDATION LINE

(36" MIN. PROJECTION REQUIRED FOR EGRESS)

SCALE 3/8" = 1'-0"

3'-6"

8'-6"

( + / -) 3" DRY PACK MOTAR

FINISHED GRADE LINE

NEW FLOOR (4" CONCRETE + 4" CRUSHED STONE + VAPOR BARRIER 3" RIGID INSULATION BD).

BOMAN & KEMP 5236-60 "EASY-WELL"

2X3 WD FRAMING 16" OC W/ R13INSULATION & 1/2" DRYWALL BOMAN KEMP 4040 "EASY-BUCK"

8'-7"

BOMAN KEMP 4'-0" ESCAPE LADDER (WHEN EXIT HEIGHT EXCEEDS 44")

GRAVEL BASE

TYPICAL SECTION AT UNDERPINNING SCALE: 1/2" = 1'-0"

2X3 WD FRAMING 16" OC W/ R13INSULATION & 1/2" DRYWALL

WELL DRAIN SYSTEM GOING TO THE YARD GRAIN

THIRD FLOOR

COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL

8'-7"

4' MAX WIDTH

(PLANS. + / -) 3" DRY PACK MOTAR

TYPICAL WALL SECTION THRU. WINDOW WELL SCALE 3/8" = 1'-0"

OWNER SHALL ARRANGE AND PAY FOR THIRD PARTY INSPECTION AS REQUIRED BY THE CITY.

SECOND FLOOR 10"

PERFORATED JOINT MATERIAL

BOWMAN COVER BOMAN K

10"

NEW FULL WIDTH UNDERPINNING

ALTERNATE THE APPROACH PITS. SEGMENTS OF UNDERPINNING IN GENERAL ACCORDANCE WITH THE DIAGRAM INDICATED HEREON. REASONABLE MODIFICATIONS WILL BE ACCEPTABLE.

ROOF TOP DECK

BOMAN KEMP 4040 DOUBLEINSULATED VINYL WINDOW

NEW CONSTRUCTION THREE STORTY SINGLE FAMILY DWELLING W/ ROOF TOP DECK & PILOT HOUSE

2 NO. 4 TOP 2 NO .4 BOTTOM #4 HOOP @ 12: OC SPLICE HORIZONTAL BARS 18" OVERLAP

PERFORATED JOINT MATERIAL

3'-0"

NUMBER DATE

BOWMAN KEMP CLEAR LEXAN GRATE COVER BOMAN KEMP STEEL SAFETY GRATE

MAX WIDTH

EXISTING STONE

MM MM MM BW

REVISION TABLE REVISED BY DESCRIPTION

EXISTING STONE THE BOTTOM OF THE UNDERPINNING SHALL REACH THE BOTTOM OF THE PROPOSED NEW FLOOR SLAB AND/OR FOOTINGS.

PILOT HOUSE

BOMAN KEMP 4'-0" ESCAPE LADDRES

TYPICAL PLAN VIEW WINDOW WELL

01/03/19 02/15/19 03/06/19 04/27/21

APPROACH PITS AND UNDERPINNING SEGMENTS SHALL NOT EXCEED 4 FEET MAXIMUM WIDTHS.

USE HAND EXCAVATION METHODS ONLY.

BOMAN KEMP 4040 "EASY-BUCK" AND DOUBLE INSULATED VINYL WINDOW BOMAN KEMP 52-60 "EASY-WELL" (GRATE AND LEXAN COVER NOT SHOWN FORCLARITY)

UNDERPINNING SHALL COMPLY WITH THE CITY OF PHILADELPHIA CODE BULLETINS B-0702 R1 AND B-053 INCLUDING PROTECTION OF ADJACENT PROPERTIES AND 10 DAY NOTIFICATION OF ADJACENT PROPERTY OWNERS.

CONCRETE SHALL BE 4000, PSI HIGH EARLY STRENGTH MIX. ACHIEVE 75% STRENGTH BEFORE PROCEEDING TO ADJACENT POUR.

9 SQ. FT. MIN.

1 2 3 4

PROJECTION

HORIZ. SLIDER

THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR SITE SAFETY DURING CONSTRUCTION INCLUDING SHEETING, SHORING, AND PROTECTION OF EXISTING SURROUNDING CONSTRUCTION. CONTRACTOR MUST HAVE PRIOR EXPERIENCE WITH APPROACH PIT METHOD OF UNDERPINNING.

NOTES SITE PLAN NOTES GEN NOTES

UNDERPINNING GENERAL NOTES

8'-6"

NEW FLOOR (4" CONCRETE + 4" CRUSHED STONE + VAPOR BARRIER 3" RIGID INSULATION BD).

FIRST FLOOR

FIN

G CONSTRUCTION INCLUDING SHEETING, PROTECTION OF EXISTING SURROUNDING D N. CONTRACTOR MUST HAVE PRIOR WITH APPROACH PIT METHOD OF G. 4'

PILOT HOUSE

3'-6"

G SHALL COMPLY WITH THE CITY OF CODE BULLETINS B-0702 R1 AND B-053 B OTECTION OF ADJACENT PROPERTIES AND 10 ION OF ADJACENT PROPERTY OWNERS.

E APPROACH PITS. SEGMENTS OF G IN GENERAL ACCORDANCE WITH THE UNDERPINNING PLAN CATED HEREON. REASONABLE MODIFICATIONS SCALE: 1/4" = 1'0" PTABLE.

WE GO

(36" MIN. PROJECT EGRESS)

3'-0"

10" 8'-7"

NEW FLOOR (4" CONCRETE + 4" CRUSHED STONE + VAPOR BARRIER 3" RIGID INSULATION BD). 8'-6"

BOMAN & KEMP 5236-60 "EASY-WELL"

DATE:

BOMAN KEMP 4'-0" ESCAPE LADDER (WHEN EXIT HEIGHT EXCEEDS 44")

4/27/2021

GRAVEL BASE

SCALE:

FIRST FLOOR

NEW FULL WIDTH UNDERPINNING

1944 Wilder St. Phila, PA 19146

TYPICAL SECTION AT UNDERPINNING SCALE: 1/2" = 1'-0"

GROUND LEVEL

AS NOTED WELL DRAIN SYSTEM GOING TO THE YARD GRAIN

SECTION 2 SCALE: 3/16" = 1'0"

SHEET:

A-11

LL DIMENSIONS WITH ARCHITECTURAL

ARRANGE AND PAY FOR THIRD PARTY

2X3 W/ R DRY BOM

BOM DOU VINY

FINISHED GRADE LINE

10"

SECOND FLOOR

3'-2"

2 NO. 4 TOP 2 NO .4 BOTTOM #4 HOOP @ 12: OC SPLICE HORIZONTAL BARS 18" OVERLAP

BOMAN KEMP 4040 AND DOUBLE INSU WINDOW

BOMAN KEMP 52-60 (GRATE AND LEXAN SHOWN FORCLARI

PERFORATED JOINT MATERIAL

MAX WIDTH ( + / -) 3" DRY PACK MOTAR

BOWMAN KEMP CLEAR LEXAN GRATE COVER BOMAN KEMP STEEL SAFETY GRATE

MAGDA GREEN DESIGN, LLC 1511 WALNUT STREET PHILADELPHIA, PA 19102 MOBILE: 609-892-1337 OFFICE: 267-804-7797 magdagreendesign@gmail.com

8'-7"

5'-7"

EXISTING STONE

4' 4' 4' 4'

THIRD FLOOR

F THE UNDERPINNING SHALL REACH THE E PROPOSED NEW FLOOR SLAB AND/OR

9 SQ. FT. MIN.

TYPICAL PLAN VIEW WINDOW WELL

4' 4'

AVATION METHODS ONLY.

HORIZ. SLIDER

SCALE 3/8" = 1'-0"

S AND UNDERPINNING SEGMENTS SHALL NOT T MAXIMUM WIDTHS.

ALL BE 4000, PSI HIGH EARLY STRENGTH MIX. TRENGTH BEFORE PROCEEDING TO UR. C

BOMAN KEMP 4'-0" ROOF TOP DECK

PROJECTION

SECTION 1 SCALE: 3/16" = 1'0"

BO (W

NET WIDTH OF PAT (20" MIN. REQUIRED NET HEIGHT = 45 3 FOUNDATION LINE

DRAWN BY: BW

NEW FULL WIDTH UNDERPINNING G GENERAL NOTES TYPICAL SECTION AT UNDERPINNING SCALE: 1/2"BE = 1'-0" TOR SHALL FULLY RESPONSIBLE FOR SITE

2658 BRADDOCK STREET 19125 PHILADELPHIA, PA

GROUND LEVEL

TYPICAL WALL SECTION THRU. WINDOW WELL SCALE 3/8" = 1'-0"

2X3 W/ R DRY

4/27/2021

(36" MIN. PROJECTION REQUIRED FOR EGRESS)

NEW SIMPSON HANGERS

SCALE: 3/4"=1'-0"

C6 A4

NEW CONSTRUCTION THREE STORTY SINGLE FAMILY DWELLING W/ ROOF TOP DECK & PILOT HOUSE

2X10

FULL STRINGER

LAG SCREW 1/2" DIAMETER

1 1/8 " PART .BD. BULLNOSE TREASGLUE & SCREWED

2X12

EQUALLY SPACED RISERS 7" MAX

SOFFIT BLOCKING

(2) 5/8 " TYPE "X" GYPSUM BD TYP.UNDER STAIRS

NEW SIMPSON HANGERS

STAIR DETAIL

REQUIREMENTS 2015 IRC

(3) 2X12 STRINGERS

NEW SIMPSON HANGERS

SIDE VIEW-HORIZONTAL ANCHOR ATTACHMENT BALUSTER SPACING CLEARANCE 4" MAX. TYPICAL INTERIOR STAIR SCALE 3/4" = 1'-0"REQUIREMENTS SCALE: 3/4"=1'-0" 2018 IBC CLEARANCE ABOVE NOSING 6'-8" MIN.

BASE MOLDING FINISH FLOORING 1/2 PLYWOOD SUBFLOOR AT TREAD AND RISER

LANDING LENGTH 3' 0" MIN. LANDING RAILING 34" TO 38" ABOVE LANDING NOISING 1-1/8 " RISE 7" MAXIMUM STAIR RAILING 34" TO 38" ABOVE NOISING TREAD 11" MIN. WIDTH OF STAIRS 36" MIN.

FULL STRINGER

1 1/8 " PART .BD. BULLNOSE TREASGLUE & SCREWED

WT 7 X 32.5 BRICK SHELF 1/2 OF WT SECTION

PROVIDE 2-1/2" LAG SCREW

SIDE VIEW-HORIZONTAL ANCHOR ATTACHMENT SCALE: 3/4"=1'-0"

UL 501 UNDER THE STAIR

BALUSTER SPACING CLEARANCE 4" MAX. CLEARANCE ABOVE NOSING 6'-8" MIN. LANDING LENGTH 3' 0" MIN. LANDING RAILING 34" TO 38" ABOVE LANDING NOISING 1-1/8 " RISE 7" MAXIMUM STAIR RAILING 34" TO 38" ABOVE NOISING TREAD 11" MIN. WIDTH OF STAIRS 36" MIN.

FRONT VIEW-HORIZONTAL ANCHOR ATTACHMENT SCALE: 3/4"=1'-0"

WALL SECTION THRU. WINDOW WELL

LEDGER DETAIL SCALE 3/8" = 1'-0" 1/2" DIAMETER LAG SCREW OR BOLT,16" O.C 14 TREADS AT 10"

2X3 WD FRAMING 16" OC W/ R13INSULATION & 1/2" DRYWALL

LEDGER DETAIL 1/2" DIAMETER LAG SCREW OR BOLT,16" O.C

FRONT VIEW-HORIZONTAL ANCHOR ATTACHMENT SCALE: 3/4"=1'-0" 10"

EQUALLY SPACED RISERS 7" MAX

2x6 BEARING WALL

PLAN A 36 STEEL WT 7X32.5 LAID FLAT NOTCHED @ CORNER

END STUD

BOMAN KEMP 4'-0" ESCAPE LADDRES

1/2 PLYWOOD SUBFLOOR AT TREAD AND RISER

LAG SCREW 1/2" DIAMETER

FRONT VIEW-HORIZONTAL ANCHOR ATTACHMENT SCALE: 3/4"=1'-0"

MM MM MM BW

BOMAN KEMP 4040 "EASY-BUCK" AND DOUBLE INSULATED VINYL 4" BASE WINDOW

REQUIREMENTS 2015 IRC-2018 IBC BALUSTER SPACING CLEARANCE 4" MAX. CLEARANCE ABOVE NOSING 6'-8" MIN. LANDING LENGTH 3' 0" MIN. LANDING RAILING 34" TO 38" ABOVE LANDING NOISING 1-1/8 " RISE 7" MAXIMUM STAIR RAILING 34" TO 38" ABOVE NOISING TREAD 11" MIN. WIDTH OF STAIRS 36" MIN.

FINISH FLOORING

2X10

ROOF VE

BOMAN KEMP 4'-0" ESCAPE LADDER (WHEN EXIT HEIGHT EXCEEDS 44")

FIN. FIRST FLOOR

BASE MOLDING

NOTES SITE PLAN NOTES GEN NOTES

REVISION TABLE REVISED BY DESCRIPTION

LAG SCREW 1/2" DIAMETER

BOMAN & KEMP 5236-60 "EASY-WELL"

STAIR ENCLOSURE INTERIOR WALL

SCALE 3/8" = 1'-0"

LEDGER DETAIL 1/2" DIAMETER LAG SCREW OR BOLT,16" O.C

SCALE 3/8" = 1'-0"

1" NOMINAL WOOD FLOOR FINISH 3/4" LEVEL ROCK FLOOR UNDERLAYMENT GP I 90 X 11 7/8" @ 16" O.C GRAVEL BASE L AI R(GLASS BATTS AND BLANKETS FIBER OR MINERAL WOOL 2X3 WD FRAMING 16" OC ND SIDE VIEW-HORIZONTAL ANCHOR ATTACHMENT HA W/ R13INSULATION & 1/2" INSULATION SCALE: 3/4"=1'-0" DRYWALL WELL DRAIN SYSTEM GOING TO THE YARD GRAIN FLOOR /CEILING ASSEMBLY FRONT BOARD VIEW-HORIZONTAL ANCHOR ATTACHMENT (2) 5/8" GYPSUM

R-21 SPRAY INSULATION

UL52-60 301"EASY-WELL" STC 52 BOMAN KEMP (GRATE AND LEXAN COVER NOT SHOWN FORCLARITY)

SCALE: 1-1/2" PLAN VIEW WINDOW WELL = 1'-0"

FOUNDATION

2'-6"

9 SQ. FT. MIN.

FIN. SECOND FLOOR

3'-8"

NEW INTERIOR WALL DETAIL SCALE: 1 1/2" = 1'-0"

BOMAN KEMP 4040 DOUBLEINSULATED VINYL WINDOW

FINISHED GRADE LINE

SCALE 1/2"= 1'-0"

HORIZ. SLIDER

4" BASE

KEMP CLEAR LEXAN GRATE 12" BOWMAN R-38 COVER LEDGER DETAIL 3' BOMAN KEMP STEEL SAFETY GRATE BATT INSUL. GWB CEILING 1/2" DIAMETER LAG SCREW OR BOLT,16" O.C

NET WIDTH OF PATH = 21 3/4" (20" MIN. REQUIRED FOR EGRESS) 2 LAYERS 5/8" GWB NET HEIGHT = 45 3/8" ROOF VENT FOUNDATION LINE

WALL SECTION THRU. WIND

RELIEF ANGLE BEARS ON BOTH WOODWALLS

SECTION

HEADERS NOSING

IL RA

STAIR DETAIL SECTION EXAMPLE

FIN. FIRST FLOOR

WATERPROOFING MEMBRANE, CONT. OVER COPING

1 1/2" MIN SLOPED RIGID INSULATION BOARD

IB 60 MIL DECKSHIELD FIBER GLASS 3/4" PLYWOOD 1x3 @ 16" O.C VENTILATION 2X12 JOIST @ 16" O.C R49 INSULATION 5/8 " GWB, PAINTED

ANCHOR BRACKET TO WOOD W 1/2" LAG SCREW

ROOF MEMB ON 30LB RO FELT ON 1/2 SHEATHING

ALUM. COUNTER FLASHING

1x3 @ 16" O.C GPI 90X11 R4 5/8" G

PREFORMED ALUM. COPPING

LEDGER 1/2" ANCHOR BOLT @16" O.C

2X6 PT WD BLOCKING

WATERPROOFING MEMBRANE, CONT. OVER COPING

WT 7 X 32.5

1 1/2" MIN SLOPED RIGID INSULATION BOARD

IB 60 MIL DECKSHIELD FIBER GLASS 3/4" PLYWOOD 1x3 @ 16" O.C VENTILATION 2X12 JOIST @ 16" O.C R49 INSULATION 5/8 " GWB, PAINTED

A STEEL WT 7X32.5 LAID FLAT 1ST FLOOR NUTCHED @ CORNER

OPTIONAL 2X8 @ 16" O.C

ALL WALK-THRU DOORS SHALL BE SOLID CORE

2x6 BEARING WALL

PLAN

END STUD

GPI 90X11 7/8" @ 16" O.C VENTED AIRSPACE BLOCKING

2x6 SILL BOTTOM PLATE

OPTIONAL 2X8 @ 16" O.C

RIM JOIST 3/4" DENSGLASS 2X10 FLOOR JOISTS BRICK VENEER

3/4 " THICK T/G WOOD 3/4 " SUB- FLOOR GPI 90X11 7/8" @ 16" O.C SOLID BLOCKING BETWEEN JOISTS R-30 INSULATION (2) 5/8" GWB, PAINTED

2x6 SILL BOTTOM PLATE RIM JOIST

DOUBLE TOP PLATE

CONCRETE SILL C/W DRIP EDGE

CONCRETE R-21 INSULATION METAL TIESTRAP PROPOSE BRICK

SECTION

5/8" TYPE X GWB

RELIEF ANGLE BEARS ON BOTH WOODWALLS UL DES L541 STC 59

UL DES L541 STC 59

2X10 FLOOR JOISTS BRICK VENEER 3/4 " THICK T/G WOOD 3/4 " SUB- FLOOR GPI 90X11 7/8" @ 16" O.C SOLID BLOCKING BETWEEN JOISTS R-30 INSULATION (2) 5/8" GWB, PAINTED

ADD 2X6 CRIPPLE STUD TO JOIST LINE BELOW

2x6 SILL BOTTOM PLATE RIM JOIST

2X10 FLOOR JOISTS BRICK VENEER

DOUBLE TOP PLATE

CREATE SUPPORT SHELF 3/4 " THICK T/G WOOD 3/4 " SUB- FLOOR 2X12 @ 16" O.C 5/8 " GWB, PAINTED

SET NOT MORE 32' ABOVE SIDEWALK

3/4 " THICK T/G WOOD 3/4 " SUB- FLOOR 2X12 @ 16" O.C 5/8 " GWB, PAINTED

GWB CEILING

ALUMINUM PANELS TYVEK HOUSE WRAP 5/8 " DENSGLASSSHEATHING(EXT) & 2X6 @ 16" O.C R-21 INSULATION 5/8 " TYPE XFIRERATED GYP UL 301, CU301

5/8" TYPE X GWBAS

DOUBLE TOP PLATE VARIES

5/8" TYPE X GWB

SCALE: 2X6 @ 16" O.C

R-21 INSULATION

SECTION

UL DES L541 STC 59

2' X 12" R-49 BATT INSUL.

BRICK VENEER 1" AIR GAP

DOUBLE TOP PLATE

GROUND LEVEL

WEEP HOLES @ 16" O.C METAL FLASHING SPLIT FOOTING MIN. 8" DEPTH

PROVIDE CONCRETE FOUNDATION DAMPPROOFING BITUMINOUS COATING

12" CONCRETE FOUNDATIONWALL

5/8" TYPE X GWB 2x4 JOIST @ 16" O.C R-13 INSULATION TYVEK HOUSE WRAP

1/2" EXP. MAT PMF

5/8" TYPE X GWB 2x4 JOIST @ 16" O.C R-13 INSULATION TYVEK HOUSE WRAP

#4 FOOTING DOWEL LAP @ 12" OC #4 BAR@ 12" OC

2X4 SILL BOTTOM PLATE 5/8" EPOXY ADHESIVE ANCHOR BOLTS W 3"X3X1/4" WASHER @ 48" 0C

1/2" EXP. MAT PMF

DOUBLE TOP PLATE

PROVIDE CONCRETE FOUNDATION DAMPPROOFING DOUBLE TOP PLATE 12"CONCRETECOATING BITUMINOUS FOUNDATION WALL

GROUND LEVEL

5/8" TYPE X GWB 2x4 JOIST @ 16" O.C R-13 INSULATION TYVEK HOUSE WRAP

1/2" EXP. MAT PMF

3- #4 REBAR (CONT.) AT BOTTOM) COMPACTED SOIL

#4 FOOTING DOWEL LAP @ 12" OC #4 BAR@ 12" OC

2X4 SILL BOTTOM PLATE 5/8" EPOXY ADHESIVE ANCHOR BOLTS W 3"X3X1/4" WASHER @ 48" 0C

#5 @12" EW 1 NO.4 BAR @ 2' O.C

FRONT WALL DETAIL

2'-0"

24X12 CONCRETE FOOTING

#5 @12" EW

4,000 PSI CONCRETE 3 FEET FOOTING CONCRETE WALL

1 NO.4 BAR @ 2' O.C

C5 A-9

SIDE WALL DETAIL SCALE 3/4" = 1'-0"

24X12 CONCRETE FOOTING

3/4 " THICK T/G WOOD 3/4 " SUB- FLOOR 2X12 @ 16" O.C 1/2 " GWB, PAINTED

4,000 PSI CONCRETE 2 FEET FOOTING CONCRETE WALL

A-12

DOUBLE TOP PLATE 12"CONCRETE FOUNDATION WALL

TYPICAL WINDOW CONNECTIO SCALE:1"=1'-0" 1/2" EXP. MAT PMF

COMPACTED SOIL

4" CONCRETE SLAB 4'' GRAVEL 6 MIL PLASTIC VAPOR BARRIER 2'-0"

5/8" TYPE X GWB

PROVIDE CONCRETE FOUNDATION DAMPPROOFING BITUMINOUS COATING

#4 FOOTING DOWEL LAP @ 12" OC #4 BAR @ 12" OC

2X4 SILL BOTTOM PLATE 5/8" EPOXY ADHESIVE ANCHOR BOLTS W 3"X3X1/4" WASHER @ 48" 0C

3- #4 REBAR (CONT.) AT BOTTOM)

GROUND LEVEL

WEEP HOLES @ 16" O.C METAL FLASHING SPLIT FOOTING MIN. 8" DEPTH

12" CONCRETE FOUNDATIONWALL

4" CONCRETE SLAB 4'' GRAVEL 6 MIL PLASTIC VAPOR BARRIER

BRICK VENEER 1" AIR GAP SILL SEAL BOLT 1/2" @ 48" OC

NOTED

SHEET:

3/4 " THICK T/G WOOD 3/4 " SUB- FLOOR 2X12 @ 16" O.C 1/2 " GWB, PAINTED

2x8 TREATED MUDSILL SILL SEAL CAST-IN-PLACE ANCHOR BOLT

UL DES L541 STC 59

VINYL SIDING TYVEK HOUSE WRAP 5/8 " DENSGLASSSHEATHING(EXT) & 2X6 @ 16" O.C STUD R-21 INSULATION 5/8 " TYPE XFIRERATED GYP UL 301, CU301

DETAIL 1 - FRONT WALL BRICK VENEER - STEEL RELIEF SUPPORT MEMBER 2x8 TREATED MUDSILL SILL SEAL CAST-IN-PLACE ANCHOR BOLT

FL 8" O

1" AIR GAP

DOUBLE TOP PLATE

R-21 INSULATION

CO C/

2x6 SILL BOTTOM PLATE

5/8" TYPE X GWB

1" AIR GAP

5/8" TYPE X GWB

3/4 " THICK T 3/4 " SU GPI 90X11 7/8" SOLID BLOCKING BETWEE R-30 INS (2) 5/8" GWB

4/27/2021 DOUBLE SILL PLATE

3/4" DENSGLASS

SEALA (ALLO 3RD A

LOW EXPANSION ADD 2X6 CRIPPLE POLYURETHANE FOAM STUD TYVEK HOUSE WRAP SEALANT TO JOIST LINE 2x6 SILL BOTTOM PLATE BELOW RIM JOIST

DATE:

DOUBLE TOP PLATE

R-21 INSULATION

ADD 2X6 CRIPPLE STUD TO JOIST LINE BELOW

PROVIDE CONCRETE FOUNDATION DAMPPROOFING BITUMINOUS COATING

3/4 " THICK T/G WOOD 3/4 " SUB- FLOOR GPI 90X11 7/8" @ 16" O.C SOLID BLOCKING BETWEEN JOISTS R-30 INSULATION (2) 5/8" GWB, PAINTED

WINDOW FRAME

TYVEK HOUSE WRAP

ROOF VENT SCALE 3/4"= 1'-0"

2' X 12" R-49 BATT INSUL.

ROOF VENT SCALE 3/4"= 1'-0"

R-21 INSULATION

2x6 SILL BOTTOM PLATE RIM JOIST

5/8" TYPE X GWB TYPE X 3/4 " THICK T/G WOOD 3/8" SRB SOUND BOARD 3/4 " SUB FLOOR 2X12 @ 16" O.C 1/2 " GWB, PAINTED

TYVEK HOUSE WRAP

ADD 2X6 CRIPPLE STUD TO JOIST LINE BELOW

3/4 " THICK T/G WOOD 3/8" SRB SOUND BOARD 3/4 " SUB FLOOR 2X12 @ 16" O.C 1/2 " GWB, PAINTED

BRICK VENEER 1" AIR GAP

FLEXIBLE FLASHING EXTENDING 8" BEYOND WINDOW OPENING ON EACH SIDE 4,000 PSI MINIMUM

ROOF VENT SCALE 3/4"= 1'-0"

DOUBLE TOP PLATE

ALUMINUM PANELS TYVEK HOUSE WRAP 5/8 " DENSGLASSSHEATHING(EXT) & 2X6 @ 16" O.C R-21 INSULATION 5/8 " TYPE XFIRERATED GYP UL 301, CU301

5/8" TYPE X GWB

3/4" DENSGLASS 2X10 FLOOR JOISTS

DETAIL 1 - FRONT WALL BRICK VENEER ADD 2X6 CRIPPLE STUD TO JOIST LINE BELOW

TYVEK HOUSE WRAP

GP I 90X 11 7/8" R-49 BATT INSUL.

METAL TIESTRAP

SEALANT C/W BACKER ROD (ALLOW FOR 3/4" GAP AT 3RD AND 4TH FLOORS

NOTCHED @ CORNER CREATE SUPPORT SHELF SCALE:1"=1'-0" TO ATTACH BWT TO SET NOT MURE 32' ABOVE SIDEWALK

SECTION

METAL TIESTRAP

DOUBLE TOP PLATE

R-21 INSULATION

HEADERS

DETAIL 7 LANDING COLUMNS ADD 2X6 CRIPPLE STUD A 36 STEEL STAIR DETAILWINDOW SECTION EXAMPLEDETAIL FLOOR CONNECTION SUPPORT TYPICAL TO WT JOIST BELOW 7X32.5LINE LAID FLAT

RELIEF ANGLE BEARS ON BOTH WOODWALLS

R-21 INSULATION

3/4" DENSGLASS

TYVEK HOUSE WRAP

END STUD

ALL WALK-THRU DOORS SHALL BE SOLID CORE

5/8" TYPE X GWB

1" AIR GAP

2X6 @ 16" O.C 5/8" TYPE X GWB RELIEF L, BEARS ON BOTH WOODWALLS

ADD BRICK TIES SPACINGOF24"x16"(2'X1.25'=2.5 SQ FT. NAILTOSHEATHING,EMBEDDING MURTAR

5/8" TYPE X GWB

WT 7 X 32.5

PROVIDE 2-1/2" LAG SCREW

A 36 STEEL WT 7X32.5 LAID FLAT NOTCHED @ CORNER

R-21 INSULATION

3/4 " THICK T/G WOOD 3/8" SRB SOUND BOARD 3/4 " SUB FLOOR 2X12 @ 16" O.C 1/2 " GWB, PAINTED

LOW EXPANSION NOSING POLYURETHANE FOAMBOTTOM POST CONNECTION TREAD IS CUT 6X6X1/2 TUBE CUT TO 6" TALL SEALANT & WELDED TO TOP DOUBLE SILL PLATE RISER BASEMENT

BRICK SHELF 1/2 OF WT BLOCKING AS REQUIRED SECTION FOR WALL FINISH

R-21 INSULATION

1 1/2" MIN SLOPED RIGID INSULATION BOARD

FIBER GLASS 3/4" PLYWOOD 1x3 @ 16" O.C VENTILATION GPI 90X11 7/8" @ 16" O.C R49 INSULATION 5/8" GWB, PAINTED

END STUD

WINDOW FRAME

DOUBLE TOP PLATE

ADD BRICK TIES SPACINGOF24"x16"(2'X1.25'=2.5 SQ FT. NAILTOSHEATHING,EMBEDDING MURTAR

3-2X10 1/2" CENTER LAG SCREW THROUGH BOLT 16" O.C, ROWS

FULL STRINGER

3/4" DENSGLASS

DOUBLE TOP PLATE

3/4 " THICK T/G WOOD 3/8" SRB SOUND BOARD 3/4 " SUB FLOOR 2X12 @ 16" O.C 1/2 " GWB, PAINTED

PLAN

FLASHING

2x12 WOOD STUDS VENTED AIRSPACE BLOCKING

3/4" DENSGLASS

ALUMINUM PANELS TYVEK WRAP 2X6 @ 16" O.C TYVEK WRAP WIRE MESH (2) COATS STUCCO

PROVIDE 2-1/2" LAG SCREW

2x6 BEARING WALL

ROOF MEMBRANE ON 30LB ROOF FELT ON 1/2"ROOF SHEATHING

2X6 @ 16" O.C

PREFORMED ALUM. COPPING 2X6 PT WD BLOCKING

WATERPROOFING MEMBRANE, CONT. OVER COPING

4x4 POST SIMPSON HARDWARE CONNECTOR

2x12 WOOD STUDS VENTED AIRSPACE BLOCKING

OPTIONAL 2X8 @ 16" O.C

8" MIN

STAIR DETAIL

BRICK SHELF 1/2 OF WT SECTION

FLASHING

3' -6"

TYVEK HOUSE WRAP ADD BRICK TIES SPACINGOF24"x16"(2'X1.25'=2.5 SQ FT. NAILTOSHEATHING,EMBEDDING MURTAR

ALUM. COUNTER FLASHING

MAGDA GREEN DESIGN, LLC 1511 WALNUT STREET PHILADELPHIA, PA 19102 MOBILE: 609-892-1337 OFFICE: 267-804-7797 magdagreendesign@gmail.com

STAIR LANDING

14 TREADS AT 10"

CORNER

END STUD

2X6 PT WD BLOCKING

PROVIDE 2-1/2" O.C LAG SCREW

ENERGY CONSERVATION NOTES DOOR AND WINDOW NOTES: PROPOSED WORK TO COMPLY W/ 2009 RESIDENTIAL ENERGY PROVISIONS OF CHAPTER 4 IN COMPLIANCE OF CERTIFICATE DESIGN AS SUBMITTED. AID FLATOFWINDOWS NEW

1. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE DF-#2.

PREFORMED ALUM. COPPING

TYVEK HOUSE WRAP

2009 INTERNATIONAL ENERGY CONSERV. CODE

INTERIOR DOORS SHALL BE PAINTED. ENTRY DOORTO BE INTERIOR DOORS SHALL BE PAINTED. ENTRY DOORTO BE DEFINED HOMEOWNER PRIOR ORDERING. CARRIAGE DEFINEDBY BY HOMEOWNER PRIOR ORDERING. EXTERIOR EXIT EXIT DOORS WILLWILL BE 36"BE MIN. NET EXTERIOR DOORS 36" MIN. NETSPACER RONT WALL BRICK VENEER CLEARDOORWAY SHALL BE 32"MIN. DOOR SHALLCLEARDOORWAY SHALL BE 32"MIN. DOOR SHALL STAIRCASE BEOPENABLE FROM INSIDE WITHOUT THE USE HANDRAIL OF A DETAIL SCALE: 1/2" = 1'-0" FROM INSIDE WITHOUT USE OF A FBEOPENABLE KEYORANY SPECIAL KNOWLEDGE OR EFFORT.THE GLAZING INDOORS SHALL BE DUALPANE SAFETY GLASS WITH MIN.U-GLAZING KEYORANY SPECIAL KNOWLEDGE OR EFFORT. EMBER VALUE OF 0.60 INDOORS SHALL BE DUALPANE SAFETY GLASS WITH MIN.UVALUE OF 0.60 LUMBER SPECIES:

ALUM. COUNTER FLASHING

SIDE VIEW-HORIZONTAL ANCHOR ATTACHMENT SCALE: 3/4"=1'-0"

ADD BRICK TIES SPACINGOF24"x16"(2'X1.25'=2.5 SQ FT. NAILTOSHEATHING,EMBEDDING MURTAR

2009 INTERNATIONAL RESIDENTIAL BUILDING CODE

OPENABLE AREA OF 5.7SQ. FT. EGRESS WINDOWSSHALL NOT HAVE ANOPENABLE AREA LESS THAN 20" WIDE OR 24" HIGH.

NEW SIMPSON HANGERS

FRONT VIEW-HORIZONTAL ANCHOR ATTACHMENT SCALE: 3/4"=1'-0"

ENERGY CONSERVATION NOTES 2004 PHILADELPHIA PLUMBING CODE PROJECTION 3 1/2" MAX. 4 1/2" PROPOSED WORK TO COMPLY 2009 RESIDENTIAL ENERGY 2009 INTERNATIONAL ELECTRIC CODEW/ MAX. AT STAIRWAY /2" O.C LAG SCREW 2009 INTERNATIONAL MECHANICAL PROVISIONS OF CHAPTER 4 INCODE COMPLIANCE OF CERTIFICATE 2009 INTERNATIONAL FIRE CODE OF DESIGN AS SUBMITTED.

EVERY BEDROOM SHALL BE PROVIDED WITH ANEGRESS NEW WINDOWS WINDOW WITH FINISHSILL HEIGHT NOTGREATER THAN 44" ABOVE THE FINISH FLOOR HEIGHTANDSHALL HAVE A MINIMUM EVERY BEDROOM SHALL BE PROVIDED WITH ANEGRESS OPENABLE AREA OF 5.7SQ. FT. EGRESSTHAN WINDOWSSHALL NOT WINDOW WITH FINISHSILL HEIGHT NOTGREATER 44" ADD 2X6 CRIPPLE STUD ABOVE THE FINISH FLOOR HEIGHTANDSHALL HAVE A MINIMUM TO JOIST LINE BELOW HAVE ANOPENABLE AREA LESS THAN 20" WIDE OR 24" HIGH.

2X12

2658 BRADDOCK STREET 19125 PHILADELPHIA, PA

SCALE 3/8" = 1'-0"

PROVIDE SOLID BLOCKING OR 1/8" THK. STEEL PLATE IN STUD WALL

ND HA

UL 501 UNDER THE STAIR

SET NOT MORE 32' ABOVE SIDEWALK

DETAIL 1 - FRONT WALL BRICK VENEER - STEEL SUPPORT MEMBER

DRAWN BY: BW

WALL SECTION THRU. WINDOW WELL

GYPSOM BOARD WALL

2009 INTERNATIONAL RESIDENTIAL BUILDING CODE FINISH RAIL; RETURN ENDS 2004 PHILADELPHIA PLUMBING CODE 2009 INTERNATIONAL ELECTRIC CODE BRACKET AT 5'-0" O.C. MAX. 2009 INTERNATIONAL MECHANICAL CODE 2009 INTERNATIONAL FIRE CODE BUILDING CODE: CODE JURISDICTION 2009 INTERNATIONAL ENERGY CONSERV. CODE

CREATE SUPPORT SHELF

15 RISERS AT 7 /16 "

BUILDING CODE: CODE JURISDICTION

ADD 2X6 CRIPPLE STUD TO JOIST LINE BELOW

TREAD RISER

TYPICAL INTERIOR STAIR SCALE 3/4" = 1'-0" LAG SCREW 1/2" DIAMETER

CLEAR SPACE: 1 1/2" TYP. 2 1/4" AT STAIRWAYS

C6 A4

FIN. SECOND FLOOR (3) 2X12 STRINGERS

7'-2 1/16"

GRIP 1 1/4" MIN. 2" MAX

(2) 5/8 " TYPE "X" GYPSUM BD TYP.UNDER STAIRS

LEDGER DETAIL 1/2" DIAMETER LAG SCREW OR BOLT,16" O.C

HEADROOM

X3 WD FRAMING 16" OC W/ R13INSULATION & 1/2" RYWALL

LUMBER SPECIES:

2X3 WD FRAMING 16" OC W/ R13INSULATION & 1/2" DRYWALL BOMAN KEMP 4040 "EASY-BUCK"

SOFFIT BLOCKING

PROPOSE OUTDOOR CONCRETE STEPS AND PLATFORM SCALE: 1/2" 1'-0"

DOOR AND WINDOW NOTES:

7/8" FURRING CHANELS @ 24" OC

7/8" FURRING 16" OC 2X3 WD FRAMING CHANELS @ 24" OC W/ R13INSULATION & 1/2" DRYWALL BOMAN KEMP 4040 "EASY-BUCK"

FOUNDATION

2'-6"

COMPACTED TO 90% MAX. DENSITY @ OPTIMUM MOISTURE 2%

COMPLETED SUB GRANITE

2 LAYER 5/8" GWB

1/2" GWB

KEMP 5236-60 "EASY-WELL" THE HE ENTIREBOMAN BUILDING & WOULD HAVE SPRINKLER 4,000 PSI NEW 4" CONC. SLAB W/ SYSTEM WITH NFPA 13 SYSTEMCONCRETE AS PER 2009 IBC. NON-EXPENSIVE 6X6-6/6 W.W.M. OVER BOMAN KEMP 4'-0" ESCAPE LADDER GRANULAR FILL L NOT ALLOW A 6" DIAMETER TO MINIMUM 4" NON-EXPANSIVE 903.2.1.2SPHERE GROUP A-2 PASS THROUGH. COMPACTED TO GRANULAR FILL K" HEIGHT EXCEEDS FLOOR TYPE 30%(WHEN MAX. DENSITY EXIT AN AUTOMATIC SPRINKLER SYSTEM SHALL BE COMPLETED44") COMPACTED TO 90% SUB 8" 8" @ OPTIMUM MAX. DENSITY @ GRANITE L PROVIDED FOR GROUP A-2 OCCUPANCIES WHERE OPTIMUM MOISTURE 2%DETAIL LEDGER UL DES L541 X3 WD FRAMING 16" OC MOISTURE 2% 1/2" DIAMETER LAG SCREW OR BOLT,16" O.C DROPOFF ONE OF THE FOLLOWING CONDITIONS EXISTS: DECORATIVE GRAB STC-59II 69 UNDER GROUND LEVEL X AND TANKLESS WATER HEATER SHALL HAVE OUTSIDE COMBUSTION AIR SUPPLY PURSUANT TO W/ R13INSULATION & 1/2" SURFACE OF THE RAIL 1 3/ DOUBLE PLATE 1. THE FIRE AREA EXCEEDS 5,000 SQUARE FEET GRAVEL BASE 4" HANDRAIL CAP SOLID DOUBLE PLATE PROPOSE OUTDOOR CONCRETE 2X4 STUD STEEL 2X4STEPS STUD AND PLATFORM RYWALL (464.5 M2); SCALE: 1/2" DIAMETER TO TUBING 1/2" 1'-0" STEEL 7/8" FURRING 1/2" GWB 5/8" LL" TILATION SHALL BE2 LAYER PROTECTED SNOW AND RAIN AND SHALL BE COVERED WITH GALVANIZED WIRE 2. GWB THE FIREFROM AREA HAS AN OCCUPANT LOAD 100 CHANELS @ 24" OC OF OMAN KEMP 4040 "EASY-BUCK" POST SUPPORT FOR 7/8" FURRING OR MORE; OR 2 LAYERS 5/8" GWB HANDRAIL DIAMETER OT CHANELS @ 24" OC OMAN KEMP 4040 3. THE FIRE AREA IS LOCATED ON A FLOOR OTHER 1 NO.4 E NOSE ) FANS TO PROVIDE 5 AIR CHANGES PER HOUR IN BATHS CONTAINING AND / ORFLOOR SHOWER 1" TUB NOMINAL WOOD FINISH AND IN THAN A LEVEL OF EXIT DISCHARGE SERVING SUCH FIRST FLOOR R-21 SPRAY INSULATION ALL CONCRETE + BLUE STONE DRAIN SYSTEM OUBLEINSULATED WELL 1/2" GWB MIN. ROCK FLOOR UNDERLAYMENT 3/4" GROUT LEVEL BRICK OCCUPANCIES.EMBEDDING 1 LAYER MESH 4,000 PSI 4" BASE D.4x1.4 GP ISTEPS 90 3'-3" X 11 7/8" @ 16" O.C INYL WINDOW MURTAR TO THE4" BASE YARD GRAIN GOING WIDE PER 150 SQ. FEET OF FLOOR . UNDER FLOOR SPACES SHALL EQUAL TO ONE SQ. FOOT 903.2.8 GROUP R VENTILATION 3"X3" SOLID STEEL BASE PLATE HAVE 3/4" DDRES BRICK SQUARE SOLID STEEL POST INSERT BATTS AND BLANKETS (GLASS FIBER OR MINERAL WOOL UL 301 STC 52 D 3 5/8"x H 2 1/4" (4) SCREW ANCHORS 5/16X4" AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN 6x6 ZED WIRE SCREEN. VENTS SHALL BE LOCATED TO PROVIDE CROSS VENTILATION x W 8" BRICK FACADE INSULATION GROUND LEVEL ACCORDANCE WITH SECTION 903.3 SHALL BE WALL DETAIL FRONT VIEW-HORIZONTAL ANCHOR ATTACHMENT STAIR ENCLOSURE INTERIOR WALL -0" FLOOR /CEILING ASSEMBLY 4,000 PSI NEW 4" CONC. SLAB W/ SCALE: 1-1/2" = 1'-0" SCALE: 3/4"=1'-0" PROVIDED THROUGHOUT NON-EXPENSIVE CONCRETEALL BUILDINGS WITH A ED FOR 6X6-6/6 GYPSUM W.W.M. OVER (2) 5/8" BOARD GRANULAR FILL MINIMUM 4" NON-EXPANSIVE COMPACTED TO GROUP R FIRE AREA. GRANULAR FILL 30% MAX. DENSITY @ OPTIMUM MOISTURE 2% DROP- OFF UNDER GROUND LEVEL

1/2" GWB

7 3/16"

6x6

BRICK FACADE RWAYS AND LANDINGS WHERE THE ADJACENT GROUND LEVELSURFACE IS GREATER THAN 24" BELOW.

DECK TO DRAIN UTILIZING FLOOR BOARD GAP, DECK CROSS SLOPE AND EXISTING ROOF DRAINAGE WATER WILL DRAIN THROUGH 1/8 " GAP BETWEEN FLOOR BOARDS DRAINAGE WILL BE REGULAR ROOF DRAINAGE UNDERNEATH.

2X4 STUD

STEPS 3'-3" WIDE BRICK D 3 5/8"x H 2 1/4" x W 8"

UL 501 UNDER THE STAIR

HEADROOM

TERMINAL.

NEW INTERIOR WALL DETAIL SCALE: 1" = 1'-0"

PROJECTION

1 LAYER MESH D.4x1.4

TYPICAL INTERIOR STAIR SCALE 3/4" = 1'-0"

DOUBLE PLATE 2X4 STUD

2'-10"

S SHALL RETURN TO

SILL PLATE

UL DES L541 STC-59- II 69

REQUIREMENTS 2015 IRC BALUSTER SPACING CLEARANCE 4" MAX. CLEARANCE ABOVE NOSING 6'-8" MIN. LANDING LENGTH 3' 0" MIN. LANDING RAILING 34" TO 38" ABOVE LANDING NOISING 1-1/8 " RISE 7" MAXIMUM STAIR RAILING 34" TO 38" ABOVE NOISINGC6 TREAD 11" MIN. A4 WIDTH OF STAIRS 36" MIN.

01/03/19 02/15/19 03/06/19 04/27/21

DOUBLE PLATE

ALL CONCRETE + GROUT MIN. 4,000 PSI

BLUE STONE

TYPEREQUIRED FOR (36" FLOOR MIN. PROJECTION EGRESS)

SCALE 3/8" = 1'-0"

4" BASE

ATTACH PLYWOOD SHEATHING TO SILL PLATE W/ 8D COMMON NAILS 3" O.C. AT PANEL EDGES "SIMPSON" FRAMING PLATE MODEL "LTP4" 24" O.C. TO ATTACH RIM BOARD TO BOTTOM.

5/4 " DECKING ( TYP) 1/8 " GAP (TYP) MIN 1/8 " PER 12" (TYP) 2X12 JOISTS @ 16" (3) 2X12 STRINGERS OC

1 2 3 4

1/2" GWB

INTERMEDIATE STUD

GOING TO THE YARD GRAIN

EQUALLY SPACED RISERS 7" MAX

PLAN VIEW WINDOW WELL

SOFFIT BLOCKING

(2) 5/8 " TYPE "X" GYPSUM BD TYP.UNDER STAIRS

FACE WITH 5/8" TYPE "X" GYPSUM WALL- 1BOARD. NO.4 E NOSE COVER 1207.3 STRUCTURE BORNE SOUND ESS) BOMAN KEMP STEEL SAFETY GRATE FIRST FLOOR ASSEMBLIES BETWEEN DWELLIG UNITS OR NOT BE LESS READS AND LANDINGS.FLOOR/CEILING THE HAND GRIP PORTION OF HANDRAILS SHALL THAN 1-1/2" OR BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA BRICK FINISHED GRADE LINE WITHIN THE STRUCTUREEMBEDDING SHALL HAVE AN IMPAACT INSULATION MURTAR A NEWEL POST OR SAFETY WALL OR TERMINATE INTO 3"X3" SOLID (IIC) STEEL RATING BASE PLATE OF 3/4" NOT LESS THAN 50 (45 IF FIELD TESTED) CLASS SQUARE SOLID STEEL POST INSERT WHEN TESTED IN5/16X4" ACCORDANCE WITH ASTM E 492. (4) SCREW ANCHORS

1 1/8 " PART .BD. BULLNOSE TREASGLUE & SCREWED

BOMAN KEMP 4'-0" ESCAPE LADDRES

NUMBER DATE

1/2" GWB

HANDRAIL DIAMETER

BOWMAN KEMP CLEAR LEXAN GRATE

FELT ON 1/2"ROOF SHEATHING

2X4 STUD

15 RISERS AT 7 /16 "

(2) 2X4 OR 2X6 POST 1207.2 AIR - BORNE SOUND WALLS, PARTIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM ATTACH PLYWOOD SHEATHING TO STUDS W/ 8D PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND COMMON NAILS 6" O.C. AT INTERMEDIATE STUDS TRANSMISSION CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) FOR AIR-BORNE NNOISE WHEN TESTED IN ATTACH PLYWOOD SHEATHING TO STUDS W/ 8D NAILS 3" O.C. AT PANEL EDGES ACCORDANCE WITH ASTM E 90. PENETRATIONS OR OPENINGSCOMMON IN CONSTRUCTION ASSEMBLIES FOR PIPING; ELECTRICAL DEVICES; ATTACH PLYWOOD SHEATHING TO SILL PLATE W/ RECESSED CABINETS; BATHTUBS; SOFFITS; OR HEATING, 8D COMMON NAILS 3" O.C. AT PANEL EDGES DECORATIVE GRAB VENTILATING OR EXHAUST DUCTS SHALL BE SEALED, LINED, SURFACE OF THE RAIL 1 3/ 4" HANDRAIL CAP SOLID INSULATED OR OTHERWISE TREATED TO MAINTAIN THE "SIMPSON" FRAMING PLATE MODEL "LTP4" 24" O.C. STEEL DIAMETER TOBOTTOM. TUBING REQUIRED RATINGS. THIS REQUIREMENT SHALL NOT APPLY TO TO ATTACH RIM1/2" O THE REQUIRED WIDTH. BOARD TO STEEL DWELLING UNIT ENTRANCE DOORS; HOWEVER, SUCH DOOR FROM THE LARGEST TO THE SMALLEST BY MORE THAN 3/8". SHALL BE TIGHT FITTING TO THE FRAME AND SILL. POST SUPPORT FOR

5/8" TYPE X GWB 2x4 JOIST @ 16" O.C R-13 INSULATION TYVEK HOUSE WRAP

2X4 SILL BOTTOM PLATE 5/8" EPOXY ADHESIVE ANCHOR BOLTS W 3"X3X1/4" WASHER @ 48" 0C

4" CONCRETE SLAB 4'' GRAVEL 6 MIL PLASTIC VAPOR BARRIER

3- #4 REBAR (CONT.) AT BOTTOM) 3- #4 REBAR (CONT.) AT BOTTOM) COMPACTED SOIL

4/27/2021

SHEATHING & SHORING LEGEND

P/L

EMBED

ZONING USE: RSA-5 EXISTING SEMI / DET 3 STORY MASONRY

P/L

PROPERTY ADDRESS: 2658 BRADDOCK STREET PHILADELPHIA, PA

SHEETING + SHORING DETAIL C6

P/L

LAND AREA: 1,096.00 SQ.FT

45'

ZONING USE: RSA-5 P/L

EXISTING THREE STORY MASONRY

NOTES SITE PLAN NOTES GEN NOTES MM MM MM BW 01/03/19 02/15/19 03/06/19 04/27/21

NEW CONSTRUCTION THREE STORTY SINGLE FAMILY DWELLING W/ ROOF TOP DECK & PILOT HOUSE

23'-2 1/4"

NEIGHBORING ADDRESS: 2660 BRADDOCK STREET PHILADELPHIA, PA

ZONING USE: RSA-5

PROPOSE THREE STORY SINGLE FAMILY DWELLING W/ PILOT HOUSE P/L

P/L

3x12 OAK PLANKS

16'

P/L

AM 8' O.C

P/L

W 8X40 STEEL BEAM 8' O.C

MAGDA GREEN DESIGN, LLC 1511 WALNUT STREET PHILADELPHIA, PA 19102 MOBILE: 609-892-1337 OFFICE: 267-804-7797 magdagreendesign@gmail.com

NEIGHBORING ADDRESS: 2656 BRADDOCK STREET PHILADELPHIA, PA

P/L

18'-11 9/16"

P/L

2658 BRADDOCK STREET 19125 PHILADELPHIA, PA

P/L

1 2 3 4

NUMBER DATE

REVISION TABLE REVISED BY DESCRIPTION

P/L

DRAWN BY: BW

SHEETING + SHORING UNDERPINNING PROPERTY LINE

SHEETING + SHORING GAS

P/L

12' SIDEWALK

w/W

GAS

S/W

SCALE: AS NOTED

S/W

GAS

w/W

DATE: 4/27/2021

8'-10"

3'-3"

S/W

w/W

P/L

BRADDOCK STREET 12' - 26' - 12'

SHEET:

A-13

2'-10" 6'-6"

5'-1"

6'-5 1/2"

7'-0"

3'-2"

Scale 3/8" = 1'-0"

Project: 708 N 2nd St. Philadelphia, PA 19123

Basement

First Floor

2'-6"

38'-8"

36'-4"

Prep Sink

8'-6"

21'-3"

Shiplap on Counter Face

New Sinks

6'-2"

All Equipment Dimensions Supplied By Owner

2'-6 1/2"

All Equipment Dimensions Supplied By Owner

Brick Panel 8' Tall painted grey

5'-11"

All Equipment Dimensions Supplied By Owner

Grinder Sink

1'-5 1/2"

Quest Design Services LLC.

11'-7 1/2"

DATE: 08/27/2017

1'-6" 13'-2"

4'-3 1/2"

2'-0"

Section

Shiplap on Counter Face

Wood Veneer Wood Trim (by owner) at edge

Subway Tile 8' High

4'-1 1/2"

Floor Plans

2'-11 1/2"

B/M 38" x 34"

FRP

8'-8"

Freezer

1'-0"

10'-1"

7'-6"

1'-1"

2x4 Wall

FRP

2'-6"

Storage

Rest Room

7'-0" 2'-0"

Mechanical

6'-5"

2'-9 1/2" 4'-0"

3'-0" 2'-10"

12'-3 1/2"

DWG. NO.

A-1 3

6'-5"

2'-10" 6'-6"

5'-1"

6'-5 1/2"

7'-0"

3'-2"

Scale 3/8" = 1'-0"

Project: 708 N 2nd St. Philadelphia, PA 19123

Basement

First Floor

2'-6"

38'-8"

36'-4"

Prep Sink

8'-6"

21'-3"

Shiplap on Counter Face

New Sinks

6'-2" 2'-6 1/2"

All Equipment Dimensions Supplied By Owner

Brick Panel 8' Tall painted grey

5'-11"

All Equipment Dimensions Supplied By Owner

Grinder Sink

1'-5 1/2"

Quest Design Services LLC.

11'-7 1/2"

DATE: 08/27/2017

1'-6" 13'-2"

4'-3 1/2"

2'-0"

Section

Shiplap on Counter Face

Wood Veneer Wood Trim (by owner) at edge

Subway Tile 8' High

4'-1 1/2"

Floor Plans

2'-11 1/2"

B/M 38" x 34"

FRP

8'-8"

Freezer

1'-0"

10'-1"

7'-6"

1'-1"

2x4 Wall

FRP

2'-6"

Storage

All Equipment Dimensions Supplied By Owner

2'-0"

Mechanical

7'-0"

Rest Room

2'-9 1/2"

4'-0"

38 3'-0" 2'-10"

12'-3 1/2"

DWG. NO.

A-1

Entrance/Stair To Second Floor Apartment Door 3'-0"

6' - 0"

0' - 3" CL

1'-10"

Elec. Panel

9'-9"±

Bedroom 10' x 11'

3'x6'8" Bi Fld

Attic

UP DN

3' - 7" D

Align w/Bay Walls

10' -0"±

Bedroom 10x11

2'-6"

Basement

49' - 8" ±

50' - 4" ±

3' - 0"

50'-5"

6' - 0"

Bath

8' - 0" Elec. Panel

Storage and Utility Only

Bath

6'-4"± 10'-11"±

Scale 1-4" = 1'-0"

Living Room 9'x15'

Down

Pull Down Stair To Attic

Property Line

Pull Down Stair To Attic

Party Wall

Pocket Door 2'6"x6'8"

Project: 2501 South 18th St. Philadelphia PA 19145 DATE: 11/15/2017

Floor Plans

8'-0"

Bedroom 10'-6"x12'-6"

11'-4"

Stair Length Determind By Stair Manufacturer

15' - 2"

Bedroom 11'-6"x11'-0"

11' - 6"

3' - 3"

4' - 0" ± 3' - 11" ±

10'-8"±

17'-6"±

Furnace

REF.

Kitchen 9'-6"x15'

Half Wall 36" High

4' - 0"

Pantry

2' - 0"

8'-4"±

Kitchen 11'x15'*2"

9' - 6"

5' - 5" ±

2' x 2'6" Central Air Condenser Behind Stair

Furnace

Owner: Joseph Mariutti

11'-7"±

Living Room 11'-6"x17'-6"

0' - 3"

19' - 4" ±

2' - 6" 9' - 6" 3' - 0"

11' - 8" 12'-5" 2'-6"

6'-7"±

3' - 1" 3'-0"

11' - 0"± 2'-8"

3'-8"±

3' - 3" ±

14' - 6" ± 3'-1"±

Storage And Utility Only

15'-1"

Front Porch

DWG. NO.

A-1 3

Rear Porch

Quest Design Services LLC.

Second Floor Apartment

Due to the fact that HVAC furnace and blower systems are located in basement of the first Apartment and Attic of the second apartment there are no penetration of any rated assembly.

First Floor Apartment

Hard Wired Smoke and CO Dectors ( )

UL511 Floor Assembly U301 For Indoor Wall Assembly

4