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_f 1 1 1 _ I I Iff <br />1 <br />2x4 P.T. FURRING <br />S. <br />MAX. ATTACH TO BLK. 6' MAX. <br />W/ 1/4'x3• TAPCONS <br />(1 1/4' MIL. EMBED) <br />SIMPSON "SPH4' <br />O 16, O.C. <br />LL (22 E!0 <br />C' <br />BLOCK JAMB/MEAD Z <br />1 1/2" MIN. 2x4 P.T. FURRING Z 2.4 O le O.C. <br />EDGE MM. <br />�1/4.". TAPCON <br />w <br />O.S.B. SHEATHING W/ <br />(1 1/4" MIN. EMBED) <br />Sd NAILS O 6' O.C.(EDGE) <br />O <br />12' O.C.(FIELD) <br />10d NAIL O 6' O.C. <br />2x4 STUDS O 16" O.C. <br />AT <br />2x4 P.T. SIDES <br />TOP AND <br />Y <br />C)WALL <br />SISK. PER <br />I <br />PNG. <br />'OF BAIL OPNG. <br />I-- <br />-J <br />SIMPSON SPH4• <br />PKT. SGD MANUF.-" <br />O le O.C. <br />m <br />0 <br />K OPENING <br />"2x4 P.T. FURRING <br />ATTACH TO BLK. <br />W/ 1/4%3' TAPCONS <br />• (1 1 /4MIN. EMBED) <br />12.4 P.T.-ATTACH <br />W/ 1/4-0- TAPCONS <br />6. MAX (1 1/4• MOH. EMSM) i46. MAX. <br />IIIALL ELEVATION <br />FRAME WALL AT POCKET SGD BLOCK OPENING <br />25" MIN. LAP <br />.a <br />$�P0 <br />IL <br />K 1 8 <br />N <br />IN <br />HEIGHTS <br />OF 2 STUDS <br />STUD SIZE, MATL, <br />SPACING <br />MAX. <br />I STUD SIZE. MATL, <br />SPACING <br />MAX. <br />HT. <br />1 <br />- <br />x4 D.C. <br />1 - <br />6 SYP AT 1 <br />1 - <br />- rUK YKANIt dtAKINU WALLS UVtK 1U MIUM, VKUVIUt <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 WALLS <br />SIZES NOTED ON PLANS TO SUPERCEDE <br />VALUES SHOWN ON THIS SCHEDULE <br />HEADER LOAD <br />CONDIT!ON <br />x <br />x <br />2 2x1 2 2x1 <br />IROOF ONLY <br />5 -4 <br />- <br />FLOORY <br />4 - <br />-0" <br />'-8 <br />ALL WKUI:IUKAL MtMXKJ IV Lit TZ V1% 13WItK J.T.r. <br />ALL NON-STRUCTURAL HEADERS HEM -FIR OR S-P-F OR BETTER <br />8x6x16 CONC. KNOCKOUT <br />BLX. TOP COURSE - FILL <br />W/ CONC. & 1-/5 BAR CONT. <br />BLOCK WALL HT. TRANSITION DETAIL <br />ROOF TRUSSES OR 2x RAFTERS <br />AT 24' O.C.- CONNECT <br />W/ (2)16d MIN. COMMONS <br />TOE - <br />WALED TO TOP PLATE <br />SPH4' AT EA. <br />STUD TO TOP PLA <br />2x COAT. STAG <br />MD -WALL. BLOCKING <br />ALLS OVER 10' H. <br />G. AT 4'-0' O.C. L <br />2x <br />16' <br />'SPH4' AT EAILL STUD TO S <br />S <br />STRAP 11 <br />'E <br />PROVIDE <br />'LSTA24' <br />AX.) <br />� FOR. Sr <br />(2) (SM <br />TRUSS <br />TOP OR <br />STUD'' O <br />AM ON <br />O.C. <br />AT OW <br />ON PLAN <br />I <br />LOADS C <br />HATE <br />NUMBER <br />To PLAII <br />MATCH I <br />ABOVE 1 <br />F FOR REWD <br />EA. MEMBER <br />�-- REFER TO HEADER <br />SCHED. FOR SIZES <br />'SPH4• AT 16" O.C. <br />A HOR. SPAN <br />STRAP AT <br />0 TO BEAM <br />DS FA SIDE <br />Nt MORE TRUSSES <br />)PNG. <br />) PLATE ANCHOR, STUD TO <br />SAIL PLATE ANCHORS. <br />IS TO SLAB NOT RE:OURI D <br />OR BEARING WALLS NOTED <br />6 AS SUPPORTING GRAVITY <br />NLY (NO UPLIFT LOADS) <br />OF 'SPH4' STUD <br />CONNECTORS TO <br />UMBERS OF STRAPS <br />PNG. <br />1 �1 1 <br />EXP. BOLTS (2 3/4'OABED.) <br />AT32. O.C. MAX. (w/ Y S0. wASHERs <br />1- STY. FRAME BRG. WALL TO <br />SLAB CONNECTOR DETAIL <br />PROVIDE 'SPH6• STRAP AT 2x6 SRAS <br />IN LIEU OF 'S"' STRAPS <br />2x4 VERT. AT Ell TRUSS <br />OR 24' O.C. WUL.-CONNECT <br />TO TRUSS TOP/DOT- CHORD <br />W/ (4)IOd NAILS <br />2x4 BLKG. O 24" O.C. <br />BIWN. TRUSSES -CONNECT TO <br />TRUSS W/ (3)IOd NAILS <br />WTS12 STRAP EA. SIDE OF <br />KNEE NULL (CONNECT 70 ALIGNED <br />NAL KNEE WALL TO TRUSS STUD BELOW TRUSS OR BL(G.) <br />DOT. CHORD OR BLKG. <br />O.S.B. SHEATHING W <br />W/ (3)1CAd TOE-NAN..S <br />8d NAILS O 6' O.C. <br />SIMPSON 1.STA24' STRAP 2x6 OR 2x8 O 24' O.C. <br />WRAP OVER TOP/BOT. PLATE KNEE WALL -NAB EA. PLATE <br />AT EA. STUD W/ (5)10d NAILS TO STUD W/ (2)IOd NANS. <br />EACH SIDE OF STUD <br />1 3/4'x4' ALUM. ALLOY SIM WINDOW <br />FRAME W/ 3/8' TEMPERED GLASS PANELS <br />WSW. WAD SEALED AT ,IOINIS AM/ CONT. 1/4' BEAD OF <br />T� *GE SIUCONE SEALANT" (SIL-PRUF)-ATTACH <br />FRAME W/ t10 SCREWS O Ir O.C. <br />2x6 OR 2x8 O 24" O.C. <br />SIMPSON 'LSIA24' STRAP KNEE WALL -NAIL EA. PLATE <br />WRAP OVER TOP/BOT. PLATE 10 STUD W/ (2)10d NA65 <br />AT EA. STUD w/ (s)10e NAILS <br />EACH SIDE OF SR1D O.S.B. SHEATHING W/ <br />8d NAMS O 6' O.C. <br />5/8' EXP. EXIT (2 3/4' EMBED) <br />O 2e O.C.(2' SO. WASHERS) <br />FRAME KITE Ki Mf l•ERED GLASS DETAIL <br />1. GLASS AND FRAME DESIGNED TO MEET WALL COMPONENT <br />MIND LOAD PRESSURE LOP TO MAX. 26.9 PSF. <br />2. MAXIMUM GLASS PANEL WIDTH - 6'-0' <br />MAXIMUM GLASS PANEL HEIGHT - 6'-0" <br />3. CONTYNUOLS SUPPORT REOLNRED 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 />VERT. REINF. 2 1 <br />CONC. FI w,.(.2)10d <br />O )B0O.�S <br />CEL1-#5 BAR ❑ 1/2" EXP.BOLT O 24' O.C. <br />VERT. (2 3/4' EMBED.) <br />W/ 2' SO. WASHER <br />NAIL KNEE WALL TO TRUSS <br />BOT. CHORD OR DLKG. <br />W/ (3)10d TOE -NAILS <br />SPAM" •LSTA24' STRAP <br />WRAP OVER TOP/Wt. PLATE <br />AT EA SRID W/ (5)10d NAILS <br />EACH SIDE OF STUD <br />WDW. HEAD <br />PERPEklllIAAR ANGLED <br />TO TRUSSES <br />2x8 PLATE -CONNECT <br />TO BLK. W/ (2)3/16'x3' <br />TAPCONS O 16" O.C. <br />CONC. BLK. KNEE <br />WALL -FILL TOP <br />COURSE W/ OONC. <br />BLACK SILL <br />KNEE WALL <br />FASTENER SCHEDULE FOR BUILT UP STUD COLUMNS <br />VERTICAL SPACING OF FASTENERS AT 16" O.C. <br />STAGGERED UNLESS OTHERWISE NOTED <br />STUD <br />NAILS <br />PER ROW <br />PLYSL <br />4 <br />1 <br />1OdX3 <br />0 x4" <br />dx 1 <br />2,6 <br />2 <br />1 <br />IN LIEU OF NAILS, MEMBERS MAY BE 1301TED TOG ER <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 CLADDING MIN. O <br />DESIGN WIND LOAD PRESSURE (PSF) <br />COMPONENT <br />LOCATION <br />M <br />ETr <br />AREA <br />10 <br />115 <br />20 <br />30 <br />40 50 <br />601237.51 <br />7 <br />90 <br />1 <br />ANGLE> 10'-30' <br />50.1 <br />47.8 <br />45.4 <br />43.4 <br />41.3 39.3 <br />4 <br />37.5 <br />36.5 <br />35.6 <br />34.7 <br />OOF ANGLE> 30'-45' <br />30.3 <br />129.7129. <br />0 <br />128.4 <br />27.8 27.2 <br />26.9126.7126.4 <br />26.2 <br />25.9 <br />tO 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 1606.2E OF 2001 F.B.C. <br />!I'' <br />•• :'x' /III!%/ • . a. a <br />a • a <br />MIN <br />1i <br />I 7�r . 4 a•o-aA <br />N <br />SIMPSON 'SPH4' <br />AT FA STUD <br />EXT. FRAME WALL TO <br />BLOCK WALL CONNECTION <br />DETAIL APPLICABLE TP ALL EXTERIOR FRAME WALLS ONLY <br />UNLESS OTHERWISE NOTED ON FLOOR PLAN <br />4' 4' <br />ROOF EDGE T­il <br />2-2x4 OR DBL 1x4 BUCK - CONNECT <br />SECTION <br />A -A <br />BLOCK HEADER <br />EA- TO BLOCK W/ 3/16"x3" TAPCON <br />(1 1/4" MIN. EMBEDMENT INTO BLK.) <br />SOLID BLKG. AT TOP <br />BTWN. ARCH BLKG. & BUCK <br />01 <br />MAX. <br />2x4 45' DIAG. <br />---8d NAILS O 8" <br />BRACE(S) <br />O.C. AT BUCK <br />3/16"x3" TAPCONS <br />7/16' O.S.B. <br />BUILT UP PLWD. BUCK -SCRIBE <br />BACKSIDE TO FIT ARCH- <br />ARCH PANEL (4)10d NAILS <br />INTO EA. 2x4 <br />2x4 45 DIAG. BRACE <br />CONNECT W/ 8d NAILS <br />BRACE/ODIC. <br />AT EA FACE OF ARCH W/ <br />(2)10d NAILS AT EA. END <br />INSTALL WDW. SCREW <br />2x4 SOLID BLKG. (FULL WIDTH OF <br />WALL) BTWN. O.S.B. ARCH FACES W/ <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />(2)10d NAILS THRU O.S.B. INTO EA 2x4 <br />-pROVIDE TAPCON WITHIN <br />4" MIN. OF BRACE <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 />ART <br />4 AXOF�ARCH <br />FRAME <br />ARCH TOP DETAIL <br />BLOCK OPNG. SHOWN FRAME <br />OPNG. SIMILAR (NO BUCK REO'D. WHEN NO PLYWD. JOINT AT JAMBS) <br />- (D <br />@10 :. <br />RIDGE <br />O 0 ~ <br />01 <br />0 2 <br />o <br />010 <br />3 <br />0 <br />O <br />I 8 I <br />O O 0 ~ <br />O CO <br />1 00 <br />OloE <br />4' 4- <br />O <br />ZONE 1 <br />- USE 8d <br />NAILS ® <br />12" O.C. (FIELD) 6" O.C. (EDGE) <br />0 <br />ZONE 2 - USE 8d <br />NAILS ® <br />6" O.C. (FIELD & EDGE) <br />O <br />ZONE 3 - USE 8d <br />NAILS 0 <br />4" O.C. (FIELD & EDGE) <br />ROOF <br />NAILING <br />PATTERN <br />APPROVED SHINGLES STR7� <br />MANUF./TYPE: <br />CERTAINEED "LANDMARK AR" <br />CERTAINEED "XT20" <br />OWEN CORNING "OAKRIDGE PRO 30" <br />OWEN CORNING "OAKRIDGE PRO 30 AR" <br />OWEN CORNING "OAKRIDGE PRO 40" <br />OWEN CORNING "OAKRIDGE PRO 40 AR" <br />OWEN CORNING "OAKRIDGE PRO 50" <br />OWEN CORNING "OAKRIDGE PRO 50 AR" <br />OWEN CORNING "WEATHERGUARD PRO 40 HIGH WIND 110" <br />OWEN CORNIGN "WEATHERGUARD PRO 40 AR HIGH WIND 110" <br />FLASHING: <br />ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR <br />GALV. METAL MATERIAL. CONNECT W/ GALV. METAL <br />NAILS AT 24" O.C. MAX <br />PRODUCT SPECIFICATIONS: <br />OWEN CORNING SHINGLES TO BE USED: <br />SIZE: 13 1 /41N. X 38 3/41N. <br />SHINGLES PER BUNDLE: 22 <br />APPLICATION EXPOSURE: 5 5/81N. <br />SALES SQUARE: 66 SHINGLES <br />AVERAGE COVERAGE PER BUNDLE: 33.3 SO. FT. <br />COVERAGE PER SALES SQUARE: 99.9 SQ. FT. <br />APPLICABLE STANDARDS: ASTM E 108 CLASS "A" FIRE, <br />D 3161, D 3018 TYPE 1, D 228, UL 790 CLASS A, <br />UL 997 WIND MEETS 1995 WISCONSIN'S UNIFORM <br />DWELLING CODE, ILHR 21.27(3)o <br />ROOFING CONTRACTOR: <br />RELIABLE ROOFING AND GUTTER, INC. <br />4402 NORRTTH CHURCH AVENUE <br />TAMPA, FLORIDA 33614 <br />813-932-7663 <br />813-935-3908 FAX <br />1 3/4" <br />TAPCON PER <br />MIN. <br />SCHEDULE <br />a (2)10dx1 1/2" 0 24" O.C. <br />EXT. FACE <br />M FOR BUCK BUILT UP <br />OF BLOCK <br />Lv TO 2 1/2- THICK <br />OR <br />O.C. <br />PROVIDE 2x P.T. AGAINST <br />FOR BUCK/BUILT UP <br />BLOCK FOR BUILT UP <br />2 1/2" THICK OR MORE <br />BUCKS 2" THICK OR MORE <br />BUILT UP <br />BUCK <br />DETAIL <br />THICKNESS 1 <br />1/2- <br />OR GREATER <br />PRECAST CONC. <br />LINTEL ABV. OPNG. <br />MIN. 2 1/2- WIDE BUCK- MAX. <br />OR CMU JAMB <br />2 3/4" BUILT UP THICKNESS - <br />CAULK BTWN. <br />CONNECT W/ 3/16" TAPCON. <br />BUCK/BLOCK <br />LENGTH MUST BE SUFFICIENT TO <br />ACHIEVE MIN. 1/14" EMBEDMENT <br />CEMENT FINISH <br />INTO BLOCK JAMB/HEAD <br />OVER BLOCK <br />INSTALL WDW./DOOR SCREW <br />DRYWALL <br />ANCHOR INTO BUCK PER <br />INSTALLATION DETAILS. <br />HEAD/JAMB FOR BUCK <br />THICKNESS 1 <br />1/2- <br />OR GREATER <br />PRECAST CONC. <br />LINTEL ABV. OPNG. <br />OR CMU JAMB <br />CAULK BTWN. <br />INSTALL WDW./DOOR TAPCON <br />ANCHOR INTO BLOCK PER <br />INSTALLATION DETAILS <br />MIN. 2 1/2- WIDE BUCK - <br />MAXIMUM BUILT UP <br />THICKNESS MUST BE LESS <br />THAN 1 1/2 CONNECT W/ <br />SPIRAL NAILS ® 16" O.C. <br />CEMENT FINISH, III I I �DRYWALI <br />OVER BLOCK <br />HEAD/JAMB FOR BUCK <br />THICKNESS LESS THAN 1 1/2 0 <br />CEMENT FINISH <br />OVER BLOCK ATTACH WDW./DOOR PER <br />MANUF. SPECIFICATIONS <br />PRECAST <br />CONC. SILL-� <br />WINDOW/DOOR BUCK DETAIL <br />8'-0' MAX. SPAN W/O <br />2x4 VERTICLE BLKG. 24 VALLEY RAFTERS <br />2x4 COLLAR TIE IN <br />(4)16d <br />UPPER 3RD OF ROOF <br />HT. AT EVERY 3RD <br />CONNECT HANGER W/ <br />NAILS <br />PAR of RAFTERS <br />(4)3/16'x1 3/4" TAPCONS <br />- <br />INTO EA. BLOCK JAMB AND <br />BLK. BLK. <br />2x4 VERT. o MM12 <br />B'-W D.C. MAX (ONLY STRAP <br />(4)16d NAILS INTO HEADER <br />AMB <br />AMB <br />1 1/2" MIN. <br />1 1//2 MIN. <br />AT SPANS > 8'-0') <br />2x4 ACROSS FRONT (ALIGN <br />EDGE DISTANCE <br />EDGE OISTANCE <br />FLUSH W/ BLOCK FACE) CONNECT <br />FOR TAPCON <br />FOR TAPCON <br />TRANSOM WDW. <br />W/ (2) t Od NAILS O 12" O.C. <br />ol <br />(2)2x6 HDR. <br />- <br />(6" FROM EA. END) <br />CTR. ON JAMB <br />-2 BIrN. ATE RAFTER <br />ROOFTRUSS1- <br />WD <br />EXTERIOR <br />INTEFACE RIOR <br />PURR OUT AS REO'D. <br />t? RA -' <br />DBL SINGLE ERG <br />SIMSON "HUS26-2" HANGER -ORIENT <br />HAND VALLEY FRAMING DETAIL <br />HORIZONTAL OR VERTICAL <br />ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER MAYBE <br />7'-0" MAX <br />MASONRY OPENING WI <br />(2)2x6 LAID FIAT -NAIL TOGETHER <br />HANGER W/ HANGER W/ <br />SUBSTITUTED PROVIDED LICENSED STRUCTUURRAALL EIlIWTN �STATE OF FLaRIDA <br />W/ (2)Bd NAILS O 6" O.C. <br />HORIZONTAL VERTICAL <br />ORIENTATION ORIENTATION <br />WOOD HEADER BTWN. WDWS. <br />OR WDW./DOOR <br />S9APSON 1M15M16' STRAP <br />W/ (4)3/16"4 3/4" TAPCONS <br />1. MAXIMUM DESIGN PRESSURE 32.4 PSF FOR <br />ANY DOOR OR WDW. <br />TO BLACK WALL AND (7)IOd <br />2. INSTALL WDW. AND DOOR SCREW ANCHORS <br />INTO HEADER PER <br />NAILS To COMMON TRUSS <br />WDW. OR DOOR INSTALLATION DETAILS. <br />ROOF TRUSS <br />_ <br />`,WALL ADWL STRAP <br />3W <br />DIAGONALLY FROM <br />OTHER FOR <br />ROOF TRUSS OR 2x4 BLKG. CONC. <br />CONC. FN1ED REIW. <br />M TRUSS <br />O 24' O.C. BTWN. TRUSSES BLK. <br />O.S.B. SHEATHING W/ <br />TOP BILK. COURSE PER <br />WALL <br />8d NAILS O 6" O.C. <br />TYP. WNJ SECTION <br />1c�► <br />M + TR TO BILK.ts�sFOR" W&L 11 <br />2x4 BLKG. O 24" O.C. <br />USE (1) MISM16 STRAP FUPLIFT VALUES 1000 LOS. OR LESS <br />2x4 CONT. W/ (2)10d <br />(2)1Od AT EA. 2x4 <br />USE (2) MTSMIS STRAP FOR UPLIFT VALUES 2000 LBS. OR LESS <br />AT EA. TRUSS OR BLKG. <br />2x6 OR 2x8 COAT. <br />UPLIFT VALUES OVER 2000 LBS. REQUIRE LETTER FROM ARCHITECT OR ENGIlIEEt <br />2x4 P.T. O 24" O.C. <br />2x4 P.T. CONT. W/ <br />10d O 12" O.C. <br />3/16"0" MIN. TAPCONS <br />2x4 P.T. CONT. W/ <br />O 16" O.C. <br />3/16"x3" MIN. TAPCONS <br />0 16" O.C. <br />O.S.B. SHEATHING W/ <br />8d NAILS O 6" O.C. <br />LCONC. <br />2x4 P.T. W/ (2)1Od BLK <br />10d O 12" O.C. <br />HARD CASE SPIRAL WALL <br />WINDOW/DOOR BUCK DETAIL <br />FOR BLOCK OP S. W. BUCKS 1 1/2" THICK OR GREATER <br />WIDTH WIDTH WIDTH <br />T D FEF DT T D E D D E D <br />WIDTH 8" <br />a MAX. <br />0 �. 24" <br />A A A <br />�P <br />_ C C C= <br />c� B B B <br />i C C C= <br />F-- <br />A A A <br />= N2 <br />SINGLE WDW. OR MULTIPLE SIDE <br />STACKED WDW. B�( SIDE WDW. <br />W/ MULL BTWN.Q) W/ MULL BTWN.O <br />zt <br />00 EXTERIOR DOOR <br />OPENINGS 4 <br />WDW. OPNG. <br />HEIGHT <br />LOCATIONS <br />IN HEAD t <br />WDW. OPNG. <br />WIDTH <br />LOCATIONS <br />IN HEAD t <br />UP TO 40 <br />A <br />UP TO 40 <br />40.01TO <br />A B <br />40.01 T <br />D, E <br />60. TO <br />EAE, <br />.0 T 0 " <br />D , F <br />80,01- To infln- <br />B C <br />F <br />1. LOCATIONS PER INDIVIDUAL WDW. OPNG. DIMENSION NOT MULLED WDW. OPNG. DIMENSION <br />2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C. <br />EXTERIOR DOORS BY STANLEY OR EQUAL; TYPE AND STYLE BY OWNER. <br />GENERAL PERFORMANCE AND ACCEPTANCE DATA: <br />AIR INFILTRATION: WATER INFILTRATION: <br />ASTM E 283 ASTM E 331 <br />ANSI/ISDSI - 101 ANSI/ISDSI - 104 <br />SPECIFICATION: 0.20 CFM/FT. SPECIFICATION: ZERO PENETRATION WITH <br />TESTED TO: 0.004 CFM/FT. 0 15 MPH 2.86 PSF ® 5.00 GPH/FT. <br />0.005 CFM/FT. ® 25 MPH TESTED TO: ZERO PENETRATION <br />ACOUSTICAL PERFORMANCE: ASTM E 413-70T - STC > 23 <br />ENERGY SAVING INDEX: NFRC CERTIFIED <br />20 MINUTE FIRE DOOR SMOKE -DRAFT 1 /3 HOUR UBC 43-2, 1/2- LATCH BOLT THROW <br />SOUTHWEST RESEARCH INSTITUTE NO. 92038-01-01. <br />2-2x4 OR DBL 1x4 BUCK - CONNECT SECTION <br />B-B <br />BLOCK HEADER <br />EA. TO BLOCK W/ 3/16"x3' TAPCON <br />(1 1/4" MIN. EMBEDMENT INTO BLK.) <br />PROVIDE 2x4 DIAG. BRACE <br />BTWN. VERT. BRACES WHEN <br />SOLID BLKG. AT TOP 2'-0" B" <br />HT. OF BRACE EXCEEDS 24" <br />BTWN. ARCH BLKG. & BUCK oll <br />PROVIDE (2) MIN. <br />MAX. <br />--- 8d NAILS O 8" <br />TAPCON AT EA. SIDE <br />O.C. AT BUCK <br />BUCK-(1) WITHIN <br />2x4 VERT. BRACES) <br />4" MIN. OF START <br />OF ARCH <br />7/16" O.S.B. <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 />(FULL WIDTH OF Eq. Eq. <br />4 MAX. <br />WALL) BTWN. O.S.B. <br />INSTALL WDW. SCREW <br />ARCH FACES W/ 2x4 VERT. AT EA. FACE <br />ANCHOR INTO ARCH BLKG. <br />(2)10d NAILS THRU OF ARCH W/ (3)1Od <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 REO'D. WHEN NO PLYWD. JOINT AT JAMBS) <br />%A) lug AT EA. 2x4 2x6 OR 2x8 CONT. NAILS ®24 O.C. I HEREBY CERTIFY: <br />HEAD JAMB THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIA E <br />WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA I I C E <br />POCKET SGD HEAD/JAMB DETAIL FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK AT Y <br />ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDE I <br />LOCATIONS WHERE POCKET SGD TRACK IS OUTSI <br />DO NOT SCALE DRAWINGS EGI-ENGINEERING GREAT IDEAS, LLC <br />William H. Roberts, P.E. <br />The contractor shall verify all plans and existing dimensions 1906 W. Thonotosassa Road <br />and conditions on the job site and shall immediately notify Suite 2 <br />the engineer in writing of any discrepancies before Plant City, Florida 33563 - l <br />proceeding with the work or be responsible for same. 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