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2x4 P.T. FURRING <br />S" MAX. ATTACH TO BLK_ <br />W/ 1/4 x3- TAPCONS <br />(1 1/4- MIN. EMBED) <br />SIMPSON "SPH4" <br />0 16" O.C. <br />u- (2) 2x4 m <br />EACH END- <br />0 <br />BLOCK JAMB/HEAD <br />Z <br />1 1G 2MININ. <br />2x4 P.T. FURRING <br />W <br />2x4 Q 16' D.C.- <br />r-1/4"X3" TAPCON <br />O.S.B. SHEATHING W/ <br />(1 1/4- MIN, EMBED) <br />0 <br />8d NAILS a 6" O.C.(EDGE) <br />12" O.C.(FIELD) <br />10d NAIL m 6' O.C. <br />2x4 STUDS 4 le O.C. <br />2x4 P.T. AT <br />TOP AND SIDES <br />(, <br />WALL STBK. PER <br />( <br />OF BLK. OPNG. <br />J <br />SIMPSON "SPH4" <br />PKT. SGD M6ANUF.-" <br />a 16" O.C. <br />JAMBfHEAD <br />DETAIL <br />3 <br />�C7 <br />o <br />sic <br />05NO <br />to <br />13.5 <br />�a <br /><Io <br />a r <br />iL <br />rc <br />N <br />2x4 P.T.-ATTACH <br />W/ 1/470" TAPCONS <br />6" MAX, 4(1 1/4- MIN. EMBED) <br />WALL ELEVATION <br />FRAME WALL AT POCKET SGD BLOCK OPENING <br />VENT. REIN <br />F <br />CONC. FILL® (2)10d NAILSCELL W/ O r O.G. <br />1- 9 64R El-1, <br />1/2' EXPAOLT O 24' O.C. <br />VERT. (2 3/4- EMBED.) <br />W/ 2" SO. WASHER <br />USP SPT44 EACH SIDE <br />W/6-16d NAILS IN STUD <br />AND W/6-16d NAILS IN THE <br />HEADER, 1090, PG.71 <br />16d NAILS @ <br />16" O.C. EACH <br />FACE <br />SIMPSON 7SPH4' <br />AT Ek STUD <br />`4-ATTACH EXT. SHEATHING <br />WALL PER TYP. TO STUDS/PLATES PER <br />WALL SECTION STRUCTURAL NOTES <br />AT EXr. FRAME WALL TO BLOCK <br />WI PROVIDE 2x P.T. W/ BOLT <br />1/2' EXP. LT O 24" O.C. <br />VERT. (2 3/4' EMBED.) W/ 2' <br />SO. WASHERS PROVIDE 2 3/4' <br />,1c EDGE DISTANCE FOR BOLTS <br />N <br />SIMPSON 'SPHe <br />AT Ek STUD <br />EXT. FRAME WALL TO <br />BLOCK WALL CONNECTION <br />DETAIL APPUCABLE TP ALL EXTERN FRAME WALLS ONLY <br />UNLESS OTHERWISE NOTED ON FLOOR PLAN <br />2X DOUBLE <br />TOP PLATE <br />16d NAILS @ <br />16" O.C. EACH <br />FACE <br />2X JACK STUD <br />PER SCHEDULE <br />EACH SIDE <br />6" MAX <br />• <br />"6 <br />IK OPENING <br />`-2x4 P.T. FURRING <br />ATTACH TO BILK. <br />W/ 1/4"X3" TAPCONS <br />! (1 1/4" MIN. EMBED) <br />io <br />• J <br />6" MAX. <br />DOUBLE HEADER <br />W/1/2 " PLYWOOD <br />CENTER PER <br />SCHEDULE <br />2X KING STUD-TYP. <br />16d NAILS @ <br />16" O.C. EACH <br />FACE <br />USP-TDX6 <br />p O© O�y <br />C P.T. BOTTOM <br />PLATE <br />TYPICAL HEADER DETAIL FOR EXTERIOR WALLS, <br />BEARING WALLS AND WINDOWS. <br />HEADER SCHEDULE - ONE FLOOR ONLY <br />OPENING SIZE <br />HEADER SIZE <br /># OF JACK STUDS <br />UP TO 3'-6" <br />2 - 2"X6" W/1/2" <br />1 - EACH SIDE <br />3'-6" TO 4'-5" <br />2 - 2t'X8't W/1/2" <br />2 - EACH SIDE <br />4'-5" TO 5'-5" <br />2 - 2"X10" W/1/2" <br />2 - EACH SIDE <br />15-51t TO 6'-3" <br />2 - 2"X12" W/1/2" <br />2 - EACH SIDE <br />REFER TO FBC 2010 FOR SPANS GREATER <br />THAN ABOVE AND FOR 2 FLOORS. <br />NAIL KNEE WALL TO TRUSS <br />SOT. CHORD OR BLKG. <br />W/ (3)10d TOE -NAILS <br />SIMPSON 'LSTA24" STRAP <br />WRAP OVER TOP/BOT. PLATE <br />AT EA. STUD W/ (5)1Od NAILS <br />EACH SIDE OF STUD - <br />WDW. HEAD <br />TO <br />SIMPSON 1STA24' STRAP <br />WRAP OVER TOP/BOT. PLATE <br />AT EA. STUD W/ (5)1Od NAILS <br />EACH SIDE OF STUD <br />FRAME SILL <br />KNEE WALL <br />- NAIL KNEE WALL TO TRUSS <br />SOT. CHORD OR BLKG. <br />W/ (3)10d TOE -NAILS <br />SIMPSON %STA24' STRAP <br />WRAP OVER TOP/BOL PLATE <br />AT EA. STUD W/ (5)1Od NAILS <br />EACH SIDE OF STUD <br />WDW. HEAD <br />PERPENDICULAR/ANGLED <br />TO TRUSSES <br />-2X8 PLATE -CONNECT <br />2x6 OR 2x8 0 24" O.C. TO BLK. W/ (2)3/16 x3" <br />TAPCONS O le O.C. <br />KNEE WALL -NAIL EA PLATE <br />TO STUD W/ (2)10d NAILS. <br />O.S.B. SHEATHING W/ CONC. BLK. KNEE <br />8d NAILS O 6" D.C. WALL -FILL TOP <br />COURSE W/ CONC. <br />5/8- EXP. BOLT (2 3/4" EMBED) <br />0 24. O.C.(2- SQ. WASHERS) <br />MITERED GLASS DETAIL <br />1. GLASS AND FRAME DESIGNED TO MEET WALL COMPONENT <br />WIND LOAD PRESSURE UP TO MAX. 26.9 PSF. <br />2. MAXIMUM GLASS PANEL WIDTH - 6'-0- <br />MAXIMUM GLASS PANEL HEIGHT - W-W <br />3. CONTINUOUS SUPPORT REQUIRED AT TOP AND BOTTOM ONLY. <br />ATTACH ANY SIDE WALL JAMB SIMILAR TO HEAD OR SILL DETAILS. <br />4. FRAME TO BE 4500 SERIES ALUMINUM FLUSH GLAZED STOREFRONT <br />SYSTEM BY ARCH ALUMINUM AND GLASS 00. <br />r----2x4 VERT. AT EA. TRUSS <br />OR 24' O.C. MAX. -CONNECT <br />TO TRUSS TOP/SOT: CHORD <br />W/ (4)IOd NAILS <br />--2x4 BLKG. 0 24" O.C. "'�< <br />STWN. TRUSSES -CONNECT TO <br />TRUSS W/ (3)1Od NAILS <br />i-MTS12 STRAP EA SIDE OF <br />KNEE WALL (CONNECT TO ALIGNED <br />STUD BELOW TRUSS OR BLKG.) ®� <br />O S.B. SHEATHING W/ <br />8d NAILS 0 6" O.C. <br />--2x6 OR 2x8 O 24" O.C. <br />KNEE WALL -NAIL EA. PLATE <br />TO STUD W/ (2)1Od NAILS. <br />1 3/4'x4" ALUM. ALLOY 6063 WINDOW <br />FRAME W/ 3/8' TEMPERED GLASS PANELS <br />SEALED AT JOINTS W/ CONT. 1/4- BEAD OF <br />*GE SILICONE SEALANT" (SIL-PRUF)-ATTACH <br />FRAME W/ #10 SCREWS O 16" O.C. -� <br />BLOCK SILL <br />KNEE WALL <br />FASTENER SCHEDULE FOR BUILT UP STUD COLUMNS <br />VERTICAL SPACING OF FASTENERS AT 16" O.G. <br />STAGGERED UNLESS OTHERWISE NOTED <br />STUD <br />SIZE <br /># OF NAILS <br />PER ROW <br />R OF PLYS <br />2 PLYS <br />3 PLYS 4 PLYS <br />24 <br />1 <br />10dX3L <br />2 x4L dx L <br />2x62 <br />" <br />" <br />" <br />IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER <br />WITH 1 /2" LAG BOLTS AT 24" O.C. VERTICALLY THE WITH <br />THE SAME NUMBER OF BOLTS PER ROW AS NAILS <br />COMPONENT AND <br />DESIGN WIND LOAD <br />CLADDING <br />PRESSURE <br />MIN. <br />(PSF) <br />COMPONENT <br />LOCATION <br />COMPONET EFFECTNE <br />AREA <br />10 <br />15 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />80 <br />90 <br />100 <br />ROOF ANGLE> 10'-3O' <br />S0.1 <br />47.8 <br />45.4 <br />43.4 <br />41.3 <br />39.3 <br />38.4 <br />37.5 <br />36.5 <br />35.6 <br />34.7 <br />ROOF ANGLE> 30'-45' <br />30. <br />29.7 <br />29.0 <br />28.4 <br />27.8 <br />27.2 <br />26.9 <br />26.7 <br />26.4 <br />26.2 <br />25.9 <br />WALL <br />3,4.,4 <br />1. <br />9. <br />7.4 <br />2 9 <br />PRESSURES STATED ON ANY PLAN OR DETAIL SHALL SUPERCEDE VALUES <br />PROVIDED ON THIS CHART. VALUES INDICATED ARE COMPONENT PRESSURES FOR <br />THE MOST STRINGENT ZONE LOAD CASE PER TABLE 1606.2B OF 2010 F.B.C. <br />HEIGHTS <br />0 <br />#2 STUDS <br />STUD SIZE, MATL., <br />AND O.C. SPACING <br />MAX. <br />HT. <br />STUD SIZE, <br />AND O.C.S <br />MATL., <br />ACING <br />MAX. <br />Hi. <br />2 4 <br />SPF AT <br />16" O.Q. <br />'-0" <br />2x PF AT <br />16" O.C. <br />1 '- " <br />2X4 <br />SPF AT <br />12" O.C. <br />10'-0" <br />2X6 SPF AT <br />12" O.C. <br />16'-0" <br />2x4 <br />SYP AT <br />16 O.C. <br />10'-9" <br />2x6 SYP AT <br />16" Q.C. <br />17'-0" <br />PAT <br />12" <br />,- " <br />1 2x6 SYP AT <br />" <br />, " <br />- FOR FRAME BEARING WALLS OVER 10- HIGH, PROVIDE <br />SOLID 2x BLOCKING AT 4"-0" O.C. MAXIMUM <br />- ALL EXTERIOR FRAME WALL STUDS OVER <br />9'-0" LONG TO BE #2 OR BETTER S-Y-P <br />WOOD HEADER SCHEDULE <br />MAXIMUM CLEAR SPAN FOR LOAD BEARING FRAME <br />SIZES NOTED ON PLANS TO SUPERCEDE <br />VALUES SHOWN ON THIS SCHEDULE <br />WALLS <br />HEADER LOAD <br />CONDITION <br />ER SIZE <br />2 2x6 <br />2 2x8 2 2x10 <br />2 2x12 <br />ROOF ONLY <br />4'- " <br />5 -4 6'-8" <br />8'-0" <br />nd FLOOR ONLY <br />4'-0" <br />5'-0" 6'-8" <br />8,- „ <br />3 " <br />d » i on <br />f " <br />ALL S I KU(: I UKAL HLAULKS I U tit f 1 UK tJtl I tK <br />ALL NON-STRUCTURAL HEADERS HEM -FIR OR S-P-F OR BETTER <br />ROOF TRUSSES OR 2x RAFTERS <br />AT 24' O.C.- CONNECT <br />Wf (2)16d MIN. COMMONS <br />TOOE-NAI <br />"SPH4" AT EA. <br />STUD TO TOP PLA <br />2x CONT. STAGGERED <br />MID -WALL BLOCKING <br />(WALLS OVER 10' H.-- <br />BLKG. AT -0' O.C. <br />2x <br />16" <br />'SPH4' AT EA. <br />STUD TO SILL <br />LED TO TOP PLATE <br />STRAP A: <br />SEE TRU <br />rE <br />I ( I/ <br />PROVIDE <br />-LSTAI <br />AX.) <br />HDR. STI <br />(2) ST)RA ( <br />I <br />TSS <br />RUSS 7 <br />TOP OR <br />STUDS O <br />AND SOL <br />O.C. <br />I AT INTEF <br />ON PLO <br />LOADS C <br />SLATE <br />1D" <br />NUMBER <br />TO PLAT <br />MATCH I <br />ABOVE ( <br />PLAN FOR REQ'D <br />EA. MEMBER <br />S PLAN <br />REFER TO HEADER <br />SCHED. FOR SIZES <br />"SPH4" AT 18" O.C. <br />ACROSS HDR. SPAN <br />STRAP <br />10SEAM <br />'S EA. SIDE <br />IR MORE TRUSSES <br />)PNG. <br />) PLATE ANCHOR, STUD TO <br />SILL PLATE ANCHORS, <br />IS TO SLAB NOT REQUIRED <br />OR BEARING WALLS NOTED <br />VLYS(NO SUPPORTING <br />INUPLIFTLOADS <br />OF `SPH4" STUD <br />CONNECTORS TO <br />UMBERS OF STRAPS <br />PNG, <br />5/8" EXP. BOLTS 2 3%4'EMBED. <br />AT 32" O.C. MAX. W/ 2" SO. W HERS-/ <br />1- M. FRAME BRIG. WALL TO <br />SLAB CONNECTOR DETAIL <br />PROVIDE "SPH6' STRAP AT 2X6 STUDS <br />IN LIEU OF `SPH4' STRAPS <br />2-2x4 OR DBL Ix4 BUCK - CONNECT <br />- <br />BLOCK HEADER <br />EA. TO BLOCK W/ 3/16'x3" TAPCON <br />40 <br />(1 1/4" MIN. EMBEDMENT INTO BLK.) <br />SOLID BLKG. AT TOP N_0� <br />8" <br />BTWN. ARCH BLKG. & BUCK <br />MAX. <br />2x4 45' DIAG. <br />_8d NAILS 0 8" <br />BRACE(S) <br />Q.C. AT BUCK <br />7/16" O.S.B. <br />BUILT UP PLWD. BUCK -SCRIBE <br />ARCH PANEL (4)10d NAILS <br />BACKSIDE TO FIT ARCH- <br />INTO EA. 2x4 <br />CONNECT W/ 8d NAILS <br />BRACE/BLKG. <br />INSTALL WDW. SCREW <br />2x4 SOLID BLKG. (FULL WIDTH OF <br />ANCHOR INTO ARCH BLKG. <br />WALL) BTWN. O.S.B. ARCH FACES W/ <br />PER INSTALLATION DETAILS <br />(2)10d NAILS THRU O.S.B. INTO EA 2x4 <br />PROVIDE TAPCON PER WDW. INSTALLATION <br />DETAILS OR THRU 1 1/2" THK. OR MORE BUCK <br />SECTION <br />A -A WITHIN 8" MIN. OF START OF ARCH <br />FRAME <br />ARCH TOP DETAIL <br />BLOCK OPNG. SHOWN FRAME <br />OPNG. SIMILAR (NO BUCK REWD. WHEN NO PLYWD. JOINT AT JAI+ <br />SECTION <br />A -A <br />3/16"x3" TAPCONS <br />2x4 45' DKG. BRACE <br />AT EA. FACE OF ARCH W/ <br />(2)10d NAILS AT EA. END <br />PROVIDE TAPCON WITHIN <br />e MIN. OF BRACE <br />2-2x4 OR DBL. 1x4 BUCK - CONNECT SECTION <br />B-B <br />BLOCK HEADER EA. TO BLOCK W/ 3/16"x3" TAPCON <br />(1 1/4" MIN. EMBEDMENT INTO BLK.) <br />PROVIDE 2x4 DIAL. BRACE <br />STWN. VERT. BRACES WHEN <br />HT. OF BRACE EXCEEDS 24' <br />SOLID BLKG. AT TOP 2'-0` <br />s" <br />STWN. ARCH BLKG. & BUCK <br />ROVIDE (2) MIN. <br />�8d NAILS � 8" <br />TAPCON AT EA. SIDE <br />O.C. AT BUCK <br />BUCK-(1) WITHIN <br />2x4 PERT. BRACE(S) <br />4" MIN. OF START <br />7/16. O.S.B. <br />OF ARCH <br />ARCH PANEL <br />BUILT UP PLWD. BUCK -SCRIBE <br />BACKSIDE TO FIT ARCH- <br />2x4 SOLID BLKG. <br />START OF ARCH <br />CONNECT W/ 8d NAILS <br />OF <br />yy�p � <br />EQ. EQ. <br />4 MAX. RAD. <br />BITWN. O.S.B. <br />INSTALL WDW. SCREW <br />ARCH FACES W/ 2x4 VERT. AT EA. <br />FACE <br />ANCHOR INTO ARCH BLKG. <br />(2)10d NAILS THRU OF ARCH W/ (3)10d <br />PER INSTALLATION DETAILS <br />O.S.B. INTO EA. 2x4 NAILS AT EA. END <br />SECTION B-B <br />FRAME <br />ELLIPSE ARCH TOP DETAIL <br />BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT JAMBS) <br />CONNECT HANGER W/ <br />(4)3/16'x1 3/4" TAPCONS <br />INTO EA. BLOCK JAMB AND BILK. BLK. <br />(4)16d NAILS INTO HEADER MB AMS N. I// <br />2x4 ACROSS FRONT (ALIGN EDGE2DISTCE EDGE iDISTANCE <br />FLUSH W/ BLOCK FACE) CONNECT FOR ETAPCON FOR TAPCON <br />TRANSOM WDW. W/ (2)10d NAILS 0 12. O.C. <br />- (6" FROM EA. END) (2)2x6 HDR. <br />INTERIOR CTR. ON JAMB <br />EXTERIOR FACE FURR OUT AS REWD. <br />DBL SINGLE HUNG FACE <br />OR DOOR SIMSON "HUS26-2" HANGER -ORIENT <br />HORIZONTAL OR VERTICAL <br />7'-0" MAX.. <br />MASONRY OPENING WIDTH' (2)2x6 LAID FLAT -NAIL TOGETHER HANGER W/ HANGER W/ <br />W/ (2)Sd NAILS 0 6' O.C. HORIZONTAL VERTICAL <br />ORIENTATION ORIENTATION <br />WOOD HEADER BTWN. WDWS. OR WDW./DOOR <br />1. MAXIMUM DESIGN PRESSURE 32.4 PSF FOR ANY DOOR OR WDW. <br />2. INSTALL WDW. AND DOOR SCREW ANCHORS INTO HEADER PER <br />WDW. OR DOOR INSTALLATION DETAILS. <br />ROOF TRUSS OR 2x4 BLKG. CONC. <br />0 24" O.C. BTWN. TRUSSES BLK. <br />O.S.B. SHEATHING W/ <br />WALL <br />8d NAILS 0 6" O.C.- <br />2x4 BLKG. 0 24" O.C. <br />2x4 CONT. W/ (2)1 Gd <br />(2)10d AT EA 2x4 <br />AT EA. TRUSS OR BLKG. <br />2X4 P.T. 0 2e O.C. <br />2x6 OR 2" <br />10d 0 12 O.C. <br />2x4 P.T. CONT. W/ <br />3/16"x3" MIN. TAPCONS <br />2x4 P.T. CONT. W/ <br />16' Q.C. <br />3/16'x3" MIN. TAPCONS <br />O.S.B. SHEATHING W/ <br />16" O.C. <br />CONC. <br />8d NAILS 0 6" O.C. " <br />1Od 0 12 <br />2x4 P.T. W/ (2)10d BLK. <br />O.C. HARD CASE SPIRAL <br />(2)10d AT EA. 2x4 2x6 OR 2x8 <br />WALL <br />CONT. NAILS 0 24" O.C. <br />HEAD <br />JAMB <br />POCKET SGD <br />HEAD/JAMB DETAIL <br />LOCATIONS WHERE POCKET SGD TRACK IS OUTSIDE BLOCK WALL OPENINGS <br />8'-0- MAX. SPAN W/O <br />2x4 VERTICAE BLKG. 2x6 VALLEY RAFTERS <br />20 COLLAR TIE IN <br />UPPER 3RD OF ROOF <br />(4)16d HT. AT EVERY 3RD <br />NAILS PAIR OF RAFTERS <br />MTS12 2x4 VERT. 0 MTS12 <br />STRAP 8'-0- O.C. MAX. (ONLY STRAP <br />AT SPANS > 8'-0") <br />2x4 BLKG. AT VALLEY RAFTER <br />BRG. BTWN. TRUSSES ROOF TRUSS <br />ROOF TRUSS BELOW RAFTER <br />HAND VALLEY FRAMING DETAIL <br />ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER MAY BE <br />SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA <br />LICENSED STRUCTURAL ENGINEER STAMP <br />DO NOT SCALE DRAWINGS <br />The contractor stroll verify all plans and existing dimensions <br />and conditions an the job site and shall immediately notify <br />the engineer in writing of any discrepancies before <br />proceeding with the work or be responsible for some. <br />Emails: rroberts.egi®gmail.com trautwein_clem@outlook.co <br />SEE NOTES <br />I <br />ft .I <br />J <br />I <br />I <br />I <br />I <br />I <br />1 <br />{ w <br />F-- <br />i 0 <br />1 z <br />I <br />I <br />I <br />wI <br />01 <br />z1 <br />1 <br />I <br />�' <br />I <br />I <br />I <br />i <br />' tW <br />I <br />I <br />I <br />I <br />1 <br />1 <br />1 <br />111 <br />11 li I <br />!11 <br />Ii II 1 <br />» II 11 , <br />I <br />iil `t ii ii `I <br />III SEEi NOTES III <br />a�a_=aa A.LL_�-_-_-------_�.�-�_=-a____- <br />® a-----aamamma tl x a ----- <br />WINDOW INSTALLATION DETAIL <br />NTS <br />NUAIR WINDOWS: (800) 282-6627 TAMPA. FLORIDA <br />INSTALLATION NOTES FOR NON -IMPACT, FIN, <br />SINGLE HUNG WINDOWS IN WIND ZONES OF <br />150 MPH OR LESS (PER FBC 2001). <br />WINDOW INSTALLATION: <br />INSTALLATION FASTENERS FOR WINDOWS SHOULD BE A <br />MINIMUM 1-1/2", 4d NAILS OR #6 x 1-1/2" DRYWALL <br />SCREW, WITH AN EMBEDMENT OF AT LEAST 1 1 /2". <br />FASTENERS SHOULD BE LOCATED AT A MINIMUM <br />OF 4" FROM EACH CORNER AND 18" O.C. FOR <br />SCREWS AND 9" O.C. FOR NAILS. <br />IT IS RECOMMENDED THAT ALL SCREWS OR <br />NAILS BE SEALED TO PREVENT INFILTRATION <br />OF AIR AND WATER. PRODUCT MAY BE <br />SHIMMED AS NECESSARY. <br />WEATHERPROOFING: <br />FLEXIBLE FLASHING SHOULD BE INSTALLED IN A <br />WEATHER BOARD FASHION. THE TOP LAYER SHOULD <br />OVERLAY ANY LAYER BENEATH IT. THE WEATHER <br />RESISTANT BARRIER SHOULD THEN COVER THE <br />FLEXIBLE FLASHING AT THE HEADER. <br />THE APPLICATION OF THE WEATHER RESISTANT <br />BARRIER WILL VARY BASED ON WHEN IT IS <br />INSTALLED. IF IT IS INSTALLED AFTER THE WINDOW, <br />IT SHOULD BE TUCKED UNDER THE SILL FLASHING <br />AND OVERLAP THE JAMBS AND HEAD FLASHING. <br />4' 4' . <br />J ZONE 1 - USE 8d NAILS 0 12" O.C. (FIELD) 6" O.C. (EDGE) <br />ZONE 2 - USE 8d NAILS ® 6" O.C. (FIELD & EDGE) <br />OZONE 3 - USE 8d NAILS 0 4" O.C. (FIELD & EDGE) <br />ROOF NAM.�VGM PATTERN <br />FLASHING: <br />ALL ROOF AND WALL FLASHING TO BE ALUMINIUM OR <br />GALV. METAL MATERIAL CONNECT W/ GALV. METAL <br />NAILS AT 24" O.C. MAX <br />f Digitally signed by <br />f <br />William H Roberts, PE <br />I � i <br />DN: cn=William H <br />f <br />H,` Roberts, PE, o=EG1, <br />a <br />•�`GENs°•:��� ou=Engineering, <br />No.42712 = email=rroberts.e I <br />• STATE OF <br />: ,• mail•com c=US <br />0 R �DP�\� . Date; 2013.09.01 <br />rr's ` /QNA1.. % �,," <br />1 6:54:58-04'00' <br />1 nCmr.01 �crtiit. <br />THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE <br />WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE <br />FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK CATEGORY II) <br />ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDENTIAL <br />EGI-ENGINEERING GREAT IDEAS, LLC <br />William H. Roberts, P.E. <br />1808 James Redman Parkway <br />No, 306 <br />Plant City, Florida 33563 <br />P.E. #42712 8-26-13 <br />TEL (813) 334-0271 DATE <br />m CA #29098 (NOT VAUD WITHOUT FOR SEAL OR STAMP) <br />d <br />��NHNON <br />MENNEN <br />■N <br />■E <br />Ell <br />�I <br />• <br />• <br />• <br />DItA11N <br />CLEM TRAUTWEIN <br />SCI <br />NTS <br />CHRCnD & APPROVED <br />CET 8-22-13 <br />C13542 <br />SHEET12 <br />OF 14 <br />