---

MASTER SHED PLANS (GABLE ROOF)

FOR

GULFCOAST BARN amp STORAGE

PO BOX 177 HORSESHOE BEACH FL 32648

NOTES

I) THESE STRUCTURIl DRAWINGS SHAll BE USED FOR THE CONSTRUCTION OF THE SI QWN STORAGe BUILDINGS IN TI-iE EVE NT OF DIMENSIONAL DISCREPANCY NOTIFY THE ENGINEER FOR RE SOLUTION OF CONFLICT ANY DEVIATION FROM TH ESE DRAWINGS MUST BE APPROVED BY THE ENGINE ER

2) nus IS TO CERT IFY TIIAT THE wOOD FRAME STORAGE BUllDINGASSllOWN ON HIESE DRAWINGS HAS seEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING cooe W ITl-I AU REVISIONS TO CHAP TER 1609 FOR UP TO 140 MPH WIND VELOCITY REFER TO INDIV IDUAL WINDOW amp DOOR CHARTS FOR Y1ND PRESSURE MODIFICATION FOR ALTE RNATE WIND SPEED

3) MATERIALS

All VERTICAllUt1BER TO BE NO2 GRADE $ PF OR EQUrvAlENT All l-IQRllQlTAL FLOOR FRAMING TO BE 10 2 GRADE SYP All PlYWOOOlPlYWOOD CUSSETS SHALL CONf-ORM ru APA P05-04 ALL CON NECTORSIFASTHJERS (S ~MPSON STRONG TIE OR APPRVO EO) APPLICABLE COOES TO ASSURE SUPPORT CONTI NUITY amp TRANSFER OF ALL FORC ES

4) ALL MATERLALS AND LIBOR PER APPLICABLE l OCAL CODE S OSB DECKING ORiENTED STRAND BOARD AS MANuFACTURED BY l OUISIANJ-PACIFrc COMPANY PORTLAND OR

S) DIMENSIONS LABElED By LETIERS VARY BY MODEL ANO SLZE OF BUILDING AND S HALL BE O BTAINED FROll THE PROVIDED SCHEDULES

6) NON~TRUCTURAL DETAILS AfjQ ITEMS MAY BE CHANGED AT OWNERS DISCRETION

7) ALL FISTENERs ANO CONNECTORS IN CONTAC T W ITH PRESSURE TREATED WOOD SHALL BE HOT DIP GALVANIZED (C 185) OR STAINL E SS STEEL ALL LUMBER IN CO NTACT W ITH THE EARTH SHALL BE PRE SSURE TREATED WITH PRE S ERVAT IVE EX1ERIOR WOOD SIDING SHALL NOT B E LE SS THAN 8 FROM EXPOSED EARTH

8) ALL SITE WORK INCLUDING BUT NOT LIMITED TO CONCTETEJ ANCHO RING I ELECTRICAL CONNECnoNS SHAll BE THE RE SPO NSIB IL ITY OF THE JUR ISDICTION HAIliNG AUTHOOJTY

9) All PRODUCTS OF COMPONENTS amp CLADDING TO BE ADDRE SSED AND INCLUDED ON THE DRAWINGS AND SHALL COAPL Y IIw1TIi RULE 98-12 (FAC) FOR FLORIDA PRODUCT APPROVAl

SIMPSON CONNECTOR NOTES 1) SIMPSON CONNECTIONS SPECIFIED ARE DESIGNED amp MANUFACTURED FOR

THE PURPOSES SlrowN amp SHOULD NOT BE USED WI OTHER CONNECTORS NOT APPROVED BY THE DESIGN ENGINEER MODIFICATIONS TO PRODUCTS OR CHANGES IN INSTALLA liO N PROCEDURES SHOULD NOT BE MADE WITHOUT nlE APPROVAL OF THE ENGINEER TIlE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR AL TERED INSTALLATION PROCEDURES

IS THE SOLE RE SPONSIBILITY OF THE OWNERI CONTRACTOR

2) SUBSTITUTIONS FOR SIMPSON S TRONG-nE CObull INCmiddotS PRODUC TS SHALL BE APPROVED IN wRIllNG BY THE ENGINEER

-INSTRUCTIONS TO THE INSTAllERshy

1)All SPECIRED FAS TENE RS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN TIlE SIMPSON CATALOG INCORRECT FASTENER OUANTITY SIZE TYPE MATERIAL OR FINISH MAY CAUSE TI-lE CONNECTIO N TO FArL

16d FASTENERS ARE COtAMON NAILS (8 gJ II 3 112middot) AND CAN NO T BE

REPLACED WITH IGd SINKERS (9 ga x 3 14 middot ) UNLESS OTHERWI SE SPECIFIED

21 BOLT IIOlES StlALL BE A MINIMUM OF 1132- AND A MAXIMUM OF 1116shyLARGER THAN THE 80lT OIAM ETER (PER NOS 2005 SEC TION 8211)

3) INSTALL ALL SPECIAED FASTENERS BEFORE LOADING THE CONNECTION

4 ) PNEUMATIC OR POWDERoCTUATED FAS TENER S r--VY DEFLE CT AND INJURE TIlE OPERATOR O R OTlIERS NAIL GUNS MAY BE USED TO INSTAll CONNECTORS PROvIDE THE CORREC T QUANTITY AND TYPE OF NAILS ARE PROPFR l Y INSTALLED IN THE NAil HOLE S GUNS WITH NAIL HOLE-tOCATitiG

MECH~ISMS SHOULD BE USED FOLLOW TI-lE tAANUFACTURERS INS1RUCTiONS AND USE THE APP ROPRLATE SAFETY EOUIPMENT

(352) 498-0074 COMPONENTS amp CLADDING

l~ 10 (3)

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0 1 0 0 1 01- _ 1__ ____ - _ _ _ _ ___ __ _ I_ _ I 1 I 0 0

COMPONENT WIDTH (ft)

ROOF SHEATHING 4 ROOF SHEATHING 4 ROOF SHEATHING 4 ROOF SHEATHING 4 ROOF SHEATHING 4 WALL - INT ZONE 3 WALL - END ZONE 3 ROOF RAFTER 462 WOODd DOORS 3 DOOR 5 5 DOOR ROLL UP 8 WINOOW 3 WINDOW 3 WINDOW 3 WINDOW 3

---- shy

SPAN (ft)

8 8 8 8 8 8 8 14

667 667 667

4 5 4 5

a = 30 FT 1H THROUGH 3H FOR OVERHANGS

HRH INSPECTORS -Plans Examiner-W David Arnold

)8~]f8PXOOOO3S1 j ~ Plan ~ Date2 ($ft (0

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Ij o

WIND PRESS (lblft)

I 01

I o

ZONE

2 1

2H 3H 3 4 5 1 4 4 4 4 4 5 5

WIND DESIGN BASIC WIND SPEED 140 MPH (3 SECON D GUST)

IMPORTANCE FACTOR 071 EXPOSURE c METHOD OF DESIGN FB C 2007 1609 MEAN ROOF HEIGHT 10g-

BUILDING DESIGN UTlUTY to MISCelLANEOUS GROUPU

FLORJOA MANUFJtCTURED BUILDING ACT OF 1979

NOTE Bu iLDING DESIGNED AS I ENCLOSED

Wl ERtlAL PRESSURE COE FFICIENT 018 (ENCLOSEO MIgtJ~I BUllOffG)

ROOF DESIGN WOOD ROOF LIVE 20 PSF

DEAD 8 PSF

FLOOR DESIGN WOOD FLOOR LJVE 60PSF

DEAD 4 PSF )

SUITABL E FOR ALL SI TE S WITH EXPOSURE ~cmiddot EXCEPT WITHIN 600 IL O F A BODY OF WA TER HAVING A FETCH OF 1 MILE OR GREATER PER FBC 160943

AGENCY APPROVAL

GENERAL NOTES I) THIS COVER SliEET amp ADDITIONAl ACCffiIPANYING ATTACHMENT SHEETS

REPRESE~H MINIMUM DESIGN REQUIREMENTS FOR CONSTRUCTION OF mE ATTACH ED SEALED PLANS IN ACCQADANCE W1 nl THE 2007 F8C wlnI 200~3

2ND 2009 SUPPlEMEfTS SECTlON 1609 FOR WIND PRESSURES SITED ON

BUILDINGS IN THE 1$0 MPH WIND ZONE amp NEC 200S

2) THE OWNERICONTRAC TOR SHAll VERIFY All PRODUCT JWAILABILfTY DIMENSIONS SnE CONDITIONS AND EOUIPMENT REQUIREMENTS OEFORE COMoIEN CING ANY WORK All DIMENSIONS AND CONOnlONS MUST BE VERI FIED IN THE FiElD ANY DISCREPANCIES amp OMISSIONS SHALL BE BROUGHT TO TBE ATTENTION OF THE EN~NEER BEFORE PROCEEDING WITH THE AFFECTED PART Of THE INORK

3) THE STRUCTURE IS DESIGNED TO BE S ELF SUPPORTING amp STABlE AFTER THE BUILDING IS COMPLETE IT IS THE CON1AACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES amp SEQUENCE TO INSURE SAFETY OF THE BUILDING amp ITS COMPONENTS DURING ERE CTION THIS INCLUDES THE ADDITION OF NECESSARY SHORING SHEETING TEMPORARY BRACING GUYS

OR TEoowNS

4) DESIGN LOADS THE STRU CTURAl SYSTEM FOR THI S BUILDING HAS BEEN DE SIGNED IN ACCORDANCE WITH SECTION t609 OF THE 2007 flORIDA BUILDING COOE

5) ENGINEERING JOB INSPECTIONS ARE NOT PROVIDED UNLESS SPECIFICAU Y ARRANGED

6) ALL SITE RELATED WORK SUO-l AS BU T NOT LIMITED TO FOUNDATION TIE DOWN amp ElEC TRICAl SERVIC E SHAll BE BY OTHERS AND AS PER

THE A UTHORITY HAVING JURISDICnON (AHJ~

7) SITE ENVIRONMENTAl STUDIE S IF REQUIRED ARE TO BE PERFORMED BY OTHER S

8 ) PROOUCTlMATERIAL SUBSnTUTIOH IS PERMlnED IF THE SUBsnTUTE IS EaUAL OR GREATER THAN THE SPECIRED PRODUCT TESTING DA TA

ANDiOR VERIFICATIOH IS HIE RESPONSIBILITY OF THE CONTRACTOR

9 ) AlL DIMENSIONS AND CO NDITIONS MUS T BE VERIFIED IN TI-lE FIELD DO NOT SCALE THE DRAWINGS FOLLOhWRITIEN DIMENSIONS ONL YANY DISCREPANC IES SHAlL BE BROUGHT TO mE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDIN G WIlH THE AfFECTED PART OF THE w ORK

THESE PLAN S COMPLY WITH FLORIDA BUILDING CODE 2007 W2009 SUPPLEMENTS 1 amp 2 FLORIDA FIRE PREVENTION CODE 2007 NFPA 70 NEC-ltl8

THE ABOVE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH FLORIDA MANUFACTURED BUILDING ACT OF 1979 amp SECTION 1609 OF THE 2007 FLORIDA BUILDING CODE FOR GRAVITY AND DESIGN PRESSURES GENERATED BY A BASIC WIND SPEED OF 140 MPH 3 SECOND GUST

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2870 2870 23 68 2368 2870 3128 3128 27 84 3141 3032 2932

MIN

-3565 -3008 -5576 -5294 -3565 -3381 -4030 -2835 -34 20 -3311 -3210

3251 -3529 -34 82 3203 -4327 3251

3203 -4231

These p~nts comply Iith the Florida Manushyfactured Building Act of 1979 Construction Codes d adhere to the following criteria

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OCCJPCrcy u Aliowable No of Floors ( Vlind VElocitv -10 C-Fire Rating of Ext NaUs o _1 Floor-Load ~-~ middot I Approval Date k-- j

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-----

HEADER SCHEDULE (BRG WALL)

1) SPANS UP TO 6) (2)-2X6S USE SPF NO2 UNLESS STATED OTHERWISE ON PLANS

2) SPANS UP TO 8) (2)-2X8S SPF NO2

NOTE A) ALL BEAMS SHALL BE BUILT UP WITH 12 PLYWOOD FILLER NAILING

SHALL BE 16d NAILS 16 OC ALONG EACH EDGE SPLICES IF NECESSARY SHALL BE LOCATED 14 THE LENGTH OF THE BEAM BETWEEN SUPPORTS

HEADER STUD REQUIREMENTS

-MAXIMUM 8) WALL HEIGHTshy

MAXIMUM HEADER SPAN (FT)

1) 3middot0-lFULL LENGTH STUD ADACH HEADER TO STUDS WITH (1) SIMPSON FC4 FRAMING CLIP OR USE 1 HEADER STUD amp 1 FULL LENGTH STUD EACH SIDE

2) 8-0-1 HEADER STUD 1 FULL LENGTH STUD EACH SIDE

FRAMING NOTES

1) UNLESS STATED OTHERWISE ON PLANS ALL FRAMING FOR 8) HIGH WALLS SHALL BE 2X4 SPF 2 GRADE LUMBER STUDS SHIILL BE

SPACED AT 16 OC

2) ALL FRAMING COMING IN CONTACT WITH CONCRETE EARTH OR MIISONRY SHALL BE PRESSURE TREATED

3) DOUBLE BEARING TOP PLATES SHALL HAVE ALL JOINTS LAP-SPLICED WITHIN THE CENTER THIRD OF A WALL LENGTH THE MINIMUM LAP SHALL BE 4lt) A 2middot) MINIMUM LAP SPLICE IS REQUIRED ELSEWHERE NAILING REQUIREMENT SHALL BE 16-16d NAILS FOR CENTER THIRD OF WALL AND 12-16d NAILS FOR OTHER APPLICATIONS MINIMUM 1 STUD AT SPLICE LOCATION

4) EXTERIOR SHEATHING SHALL BE

58 Tl-11 VERTICAL SIDING 112 PLYWOOD OR 716 OSB ADACHED WITH 8d NAILS SPACED 6 OC EDGE AND 6 FIELD AT DISTANCES WITHIN 3 OF BUILDING CORNER amp GABLE END WALLS SPACE NAILS AT 4 OC EDGE AND FIELD

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APPROVED MUR-1300 FL DCA

HRH INSPECTORS

THE ABOVE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH FLORIDA MANUFACTURED BUILDING ACT OF 1979 amp SECTION 1609 OFTHE 2007 FLORIDA BUILDING CODE FOR GRAVITY AND DESIGN PRESSURES GENERATED BY A BASIC WIND SPEED OF 140 MPH 3 SECOND GUST

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NAIL CONNECTION FOR WOOD MEMBERS

CONNECTION COMMON NAILS NUMBER OR SPACING

JOISTS TO SILL OR GIRDER TOE NAIL 8d 2 BRIDGING TO JOIST TOE NAIL 8d 2 EACH END l-INCH X 6middotINCH SUBFLOOR OR LESS TO EACH JOIST FACE NAIL 8d 2 OVER l-INCH X 6-INCH SUBFLOOR TO EACH JOIST FACE NAIL 8d 3 + 1 FOR EACH SIZE INCREASE 2-INCHES SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL 16d 2 SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 16d 16 INCHES OC TOP OR SOLE PLATE TO STUD END NAILED 16d 2 STUD TO SOLE PLATE TOE NAIL 3d 3 OR 216D DOUBLED STUDS FACE NAIL 16d 24 INCHES OC DOUBLED TOP PLATES FACE NAIL 16d 16 INCHES OC CONTINUOUS HEADER TWO PIECES 16 16 INCHES OC ALONG EACH EDGE CEILING JOISTS TO PLATE TOE NAIL 8d 3 CONTINUOUS HEADER TO STUD TOE NAIL 8d 4 CEILING JOISTS LAPS OVER PARTITIONS FACE NAIL 16d 3 CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL 16d 3 RAFTER PLATE TOE NAIL 8d 3 l-INCH X 8-INCH SHEATHING OR LESS TO EACH BEARING FACE NAIL 8d 3 OVER l-INCH X 8-INCH SHEATHING TO EACH BEARING FACE NAIL 8d 3 + 1 FOR EACH SIZE INCREASE BUILT-UP CORNER STUDS FACE NAIL 16d 24 INCHES OC BUILT-UP GIRDERS AND BEAMS 20d 32 INCHES OC AT TOP AND BODOM AND STAGGERED

2 AT ENDS AND AT EACH SPLICE 2-INCH PLANKS 16d 2 EACH BEARING

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3

1--1--+shy --t

1--1---+shy ---4

WINDOW SCHEDULE WINDOW MANUFACTURER MODEL OR

SERIES

APPLIED

PRESSURE

DESIGN

PRESSURE

FLORIDA PRODUCT

APPROVAL

3040 SH PGT 4000 +3251 -3529 +567 -900 FL 2394

3050 SH PGT 4000 +3203 -3482 +567 -728 FL 2394

DOOR SCHEDULE DOOR MANUFACTURER MODEL OR

SERIES

APPLIED

PRESSURE

DESIGN

PRESSURE

FLORIDA PRODUCT

APPROVAL

3068 THERMATRU CONSTRUCTION +300 -327 +67 -67 FL 52622 ~

ROOF RAFTERS CONNECTED WI4 x 2 TRUSS PLATE 18 GAGE

FIBERGLASS SHINGLES

19132 OSB APA RATED 40 120 EXPOSURE 1 USE 8d RINGSHANK NAILS 6 OC EDGE

amp 4 OC INTERMEDIATE SUPPORT AT GABLE END

Yt COX PLYWOOD amp SOFFIT

CANT STRIP

Ys T1-11 VERTICAL SIDING _____

ALTERNATE EXTERIOR FINISHES

1) y PLYWOOD OR JIG OSB WITH VINYL SIDING OR HARDIPLANK

EXIST GRADE

OR METAL ROOF

NOTE OWNERCONTRACTOR HAS OPTION TO SUBSTITUTE amp USE WINDOWS amp DOORS NOT LISTED IN SCHEDULE ALTERNATE WINDOWS amp DOORS MUST MEET MINIMUM APPLIED PRESSURES AS LISTED IN SCHEDULE2 X 4 FLAT VERTICAL

AT GABLE END 24 OC WI 2 X 4 DIAGONAL BRACE

VARIES (10-) TO 48-0)

SIMPSON H25 CLIP AT EACH 28 MIN 3-) MAX 4-0 MIN 28MIN RAFTER

WINDOW LOCATIONS SIZES S-) amp QUANTITY VARY

v z GFI GFI o NOTE 1-)

TYPES OF DOORS amp WINDOWS LOCATIONS SIZES amp QUANTITY IS PURELY INCIDENTAL OPTIONAL ELECTRIC TO EACH UNIT FIELD CONNECT FROM EXISTING POWER SOURCE TO UNIT

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1 T amp G PLYWOOD FLOORING I APA RATED 32116 ATIACH W8d NAILS 6 0 C E GE I

PRESSED IN PLACE (ATIACH BOTH SIDES OF RAFTER CONNECTION)

2 x 4 SPF NO 2 RAFTERS 24 OC

2 x 4 SPF NO 2 COLLAR ATIACH WI (3)-10d NAILS AT EACH END

--------------------7---~---r---~--

TOP PLATE AT I I~ DOUBLEZX4 I I

GABLE ENDS I I

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3-)

GABLE ROOF SECTION 38 = 1-) ~NSPECTORS

2 x 4 PT FLOOR JOISTS (a) 16 OC

~ 4 PT SKIDS FOR 1 ~ 6 PT SKIDS FOR 14TO 12 WIDE WlDE

4-)

4-0

4-0

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4-0

4-)

4-)

ELECTRICAL SYMBOL LEGEND ~ OUTLET 1O VOll

~ OUTLET HALF HOT

DunET GROUND S FAULT INTERRUPT

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~ SWITCH 3 POLE

XAN WI LIGHT KIT

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ALL ELECTRIC WORK TO BE IN ACCORDANCE WI NEC 2008

NOTE LENGTH TO WIDTH RATIO OF BUILDING SHALL NOT EXCEED 14

THE ABOVE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH FLORIDA MANUFACTURED BUILDING ACT OF 1979 amp SECTION 1609 OF THE 2007 FLORIDA BUILDING CODE FOR GRAVITY AND DESIGN PRESSURES GENERATED BY A BASIC WIND SPEED OF 140 MPH 3 SECOND GUST

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APPROVED MUR-1300 FL DCA

HRH

2 X 4 BOTIOM amp 10 OC INTERMEDIATE SUPPORT II I J~~IN~J PLATE I NOTE II II I

USE PRESSURE TREATED PLYWOOD IF FLOOR II I IS LESS THAN 19 ABOVE GRADE II I FLOOR PLAN WI ELECTRIC 316 = 1-)

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COMMON WOOD ROOF RAFTERS 24 OC

2X4 SPF NO2 DIAGONAL BRAC )I SPAN ATTACH TO VERTICAl

ROOF SHEATHING FASTENING NOTES

NAILING

ZONES 1 amp 2 USE 8d RINGSHANK NAILS 6 OC EDGE amp INTERMEDIATE

ZONES 3 USE Sd RINGSHANK NAILS 4 OC EDGE amp INTERMEDIATE

SHINGLE

ROOF COVERAGE SHINGLES SHALL COMPLY WITH ASTM D 7158 CLASS H OR D 3161 CLASS F OR TAS 107 FOR WIND ZONES 130 MPH OR GREATER

SHEATHING REQUIREMENTS

PLYWOOD SHEATHING 15132 C-D GROUP 2 EXP1 APA RATED - 32116 OR OSB SHEATHING 1932 APA 4020

SHINGLE OR METAL ROOF EXPOSURE 1

NOTES

1) PLYWOOD TO BE PERPENDICULAR TO FRAMING END JOINTS SHALL BE STAGGERED

2) CONTRACTOR SHALL INSTALL PLYWOOD USING ALUMINUM PLYWOOD CLIPS WITH BUILT-IN SPACERS

3) UNDERLAMENT FOR SHINGLES SHALL CONFORM TO ASTM D 226 TYPE I OR II ASTM D 2626 TYPE I OR II OR ASTM D 6757

4) UNDERLAYMENT amp FASTENERS FOR METAL ROOFING SHALL COMPLY WITH MANUFACTURERS APPROVED SPECIFICATIONS

~

I

2X4 WI (1) A35 CLIP

DROP GABLE 6 TO 12 OVERHANG NNTS

2X4 SPF NO2 DIAGONAL

KNEE BRACE )I SPAN

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INSPECTORS

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_______________________ ___ ___ __

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SHEET

3

1--1--+shy --t

1--1---+shy ---4

WINDOW SCHEDULE WINDOW MANUFACTURER MODEL OR

SERIES

APPLIED

PRESSURE

DESIGN

PRESSURE

FLORIDA PRODUCT

APPROVAL

3040 SH PGT 4000 +3251 -3529 +567 -900 FL 2394

3050 SH PGT 4000 +3203 -3482 +567 -728 FL 2394

DOOR SCHEDULE DOOR MANUFACTURER MODEL OR

SERIES

APPLIED

PRESSURE

DESIGN

PRESSURE

FLORIDA PRODUCT

APPROVAL

3068 THERMATRU CONSTRUCTION +300 -327 +67 -67 FL 52622 ~

ROOF RAFTERS CONNECTED WI4 x 2 TRUSS PLATE 18 GAGE

FIBERGLASS SHINGLES

19132 OSB APA RATED 40 120 EXPOSURE 1 USE 8d RINGSHANK NAILS 6 OC EDGE

amp 4 OC INTERMEDIATE SUPPORT AT GABLE END

Yt COX PLYWOOD amp SOFFIT

CANT STRIP

Ys T1-11 VERTICAL SIDING _____

ALTERNATE EXTERIOR FINISHES

1) y PLYWOOD OR JIG OSB WITH VINYL SIDING OR HARDIPLANK

EXIST GRADE

OR METAL ROOF

NOTE OWNERCONTRACTOR HAS OPTION TO SUBSTITUTE amp USE WINDOWS amp DOORS NOT LISTED IN SCHEDULE ALTERNATE WINDOWS amp DOORS MUST MEET MINIMUM APPLIED PRESSURES AS LISTED IN SCHEDULE2 X 4 FLAT VERTICAL

AT GABLE END 24 OC WI 2 X 4 DIAGONAL BRACE

VARIES (10-) TO 48-0)

SIMPSON H25 CLIP AT EACH 28 MIN 3-) MAX 4-0 MIN 28MIN RAFTER

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SHINGLE

ROOF COVERAGE SHINGLES SHALL COMPLY WITH ASTM D 7158 CLASS H OR D 3161 CLASS F OR TAS 107 FOR WIND ZONES 130 MPH OR GREATER

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SHINGLE

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SHEATHING REQUIREMENTS

PLYWOOD SHEATHING 15132 C-D GROUP 2 EXP1 APA RATED - 32116 OR OSB SHEATHING 1932 APA 4020

SHINGLE OR METAL ROOF EXPOSURE 1

NOTES

1) PLYWOOD TO BE PERPENDICULAR TO FRAMING END JOINTS SHALL BE STAGGERED

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3) UNDERLAMENT FOR SHINGLES SHALL CONFORM TO ASTM D 226 TYPE I OR II ASTM D 2626 TYPE I OR II OR ASTM D 6757

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5 OF SHEETS II

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