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2x4 P.T. FURRING <br />6' MAX. ATTACH TO BLK. 6' MAX. <br />W/ 1/4'x3" TAPCONS <br />(1 1/4" MIN. EMBED) <br />• • • <br />SIMPSON "SPH4' /) <br />O 16" O.C. { <br />u- <br />(2) 2x4 O <br />EACH END <br />BLOCK JAMB/HEAD <br />z <br />2x4 P.T. FURRING <br />2x4 O 16" O.C. <br />EDGE2MIN <br />Ld <br />/4"X3" TAPCON <br />a_ <br />O.S.B. SHEATHING W/1 <br />1/4- MIN. EMBED) <br />*(OF <br />O <br />8d NAILS O 6" O.C.(EDGE) <br />12- O.C.(FIELD)10d <br />NAIL O 6' O.C.2x4 <br />STUDS O 16" O.C.TOP <br />P.T. AT2x4 <br />AND SIDES <br />WALL STBK. PER <br />BLK. OPNG. <br />I"- <br />SIMPSON "SPH4' <br />PKT. SGD MANUF.­� <br />m <br />O 16" O.C. <br />U <br />z <br />it <br />On <br />(n 1, U <br />X� <br />0 <br />V, N <br />Co <br />O R NO <br />�U <br />_J <br />alo <br />o z 3 <br />Xx0a <br />N <br />Y <br />m <br />• <br />io <br />K OPENING <br />2x4 P.T. FURRING <br />ATTACH TO BLK. <br />W/ 1/4"0" TAPCONS <br />• (1 1/4" MIN. EMBED) <br />so <br />JAMB/HEAD DETAIL • <br />2x4 P.T.-ATTACH <br />W/ 1/4"0" TAPCONS <br />6" MAX MIN. EMBED) 6" MAX <br />WALL ELEVATION <br />FRAME WALL AT POCKET SGD BLOCK OPENING <br />CONC. FIpLLED (2)10d NAILS <br />CELL W/ O 6" O.C. <br />1-/5 BAR ❑ 1/2- EXP.BOLT O 24- O.C. <br />VERT. (2 3/4- EMBED.) <br />W/ 2' SQ. 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 />-a: ��j,I� <br />• MIA//. <br />• •• <br />hqh6, <br />MM <br />\ , <br />MOO <br />PAP <br />N <br />SIMPSON 'SPH4' <br />AT EA. STUD <br />W. FRAME WALL TO <br />BLOCK WALL CONNECTION <br />DETAIL APPLICABLE TP ALL EXTERIOR FRAME WALLS ONLY <br />UNLESS OTHERWISE NOTED ON FLOOR PLAN <br />/-2X DOUBLE <br />TOP PLATE <br />L 16d NAILS @ <br />16d NAILS @ 16" O.C. EACH <br />16" O.C. EACH FACE <br />FACE <br />2X JACK STUD <br />PER SCHEDULE <br />EACH SIDE <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 />Op OOR <br />E/VjNG P.T. BOTTOM <br />PLATE <br />TYPICAL HEADER DETAIL FOR EXTERIOR WALLS, <br />BEARING WALLS AND WINDOWS. <br />HEADER SCHEDULE <br />- ONE <br />FLOOR ONLY <br />OPENING SIZE <br />HEADER <br />SIZE <br /># OF JACK <br />STUDS <br />UP TO 3'-6" <br />2 - 2"X6" <br />W/1 /2" <br />1 - EACH <br />SIDE <br />3'-6" TO 4'-5" <br />2 - 2"X8" <br />W/1 /2" <br />2 - EACH <br />SIDE <br />4'-5" TO 5'-5" <br />2 - 2"X10" W/1 /2" <br />2 - EACH <br />SIDE <br />5'-5" TO 6'-3" <br />2 - 2"X12" W/1 /2" <br />2 - EACH <br />SIDE <br />REFER TO FBC 2010 FOR SPANS GREATER <br />THAN ABOVE AND FOR 2 FLOORS. <br />NAIL KNEE WALL TO TRUSS <br />BOT. 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 />PARALLEL <br />TO TRUSSES <br />SIMPSON "LSTA24" 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 />/-2x4 VERT. AT EA- TRUSS <br />OR 24" O.C. MAX. -CONNECT <br />TO TRUSS TOP/SOT. CHORD <br />W/ (4)1Od NAILS <br />/-2x4 BLKG. O 24" O.C. � BTWN. TRUSSES -CONNECT TO <br />- TRUSS W/ (3)10d NAILS <br />/-MTS12 STRAP EA. SIOE OF <br />KNEE WALL (CONNECT TO ALIGNED <br />STUD BELOW TRUSS OR BLKG.)�� <br />- O.S.B. SHEATHING W/ <br />8d NAILS O 6" O.C. <br />1-- 2x6 OR 2x8 O 24' O.C. <br />KNEE WALL -NAIL EA. PLATE <br />TO STUD W/ (2) t Od 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-PROF)-ATTACH <br />FRAME W/ #10 SCREWS O 16- O.C. --� <br />2-2x4 OR DBL. 1x4 BUCK - CONNECT SECTION <br />BLOCK HEADER EA- TO BLOCK W/ 3/16%3" TAPCON A -A <br />(1 1/4" MIN. EMBEDMENT INTO BLK,) <br />SOLID BLKG. AT TOP 2'-0" 8" <br />BTWN. ARCH BLKG. & BUCK <br />MAX. <br />O <br />2x4 45' DIAG. <br />�8d NAILS ®8" <br />- NAIL KNEE WALL TO TRUSS <br />BRACE(S) <br />O.C. AT BUCK <br />BOT. CHORD OR BLKG. <br />W/ (3)10d TOE -NAILS <br />7/16" O.S.B. <br />BUILT UP PLWD. BUCK -SCRIBE <br />4)1Od NAILS <br />ARCH PANEL (VT <br />-,-SIMPSON "LSTA24' STRAP <br />BACKSIDE TO FIT ARCH- <br />INTOT EA. 2x4 <br />WRAP OVER TOP/BOT. PLATE <br />CONNECT W/ 8d NAILS <br />BRACE/BLKG. <br />AT EA. STUD W/ (5)1Od NAILS <br />2x4 SOLID BLKG. (FULL WIDTH OF <br />EACH SIDE OF STUD <br />INSTALL WDW. SCREW <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 />WDW. HEAD <br />PROVIDE TAPCON PER WDW. INSTALLATION <br />PERPENDICULAR ANGLED <br />DETAILS OR THRU 1 1/2" THK. OR MORE BUCK <br />TO TRUSSES <br />SECTION <br />A -A WITHIN 8" MIN. OF START OF ARCH <br />-2x8 PLATE -CONNECT <br />FRAME <br />ARCH TOP DETAIL <br />TO BLK. w/ (2)3/ts'z3' <br />TAPCON 1 " <br />BLOCK OPNG. SHOWN FRAME <br />OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT <br />2x6 OR 2x8 O 24' O.C. S 6 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" O.C. WALL -FILL TOP <br />5/8" EXP. BOLT (2 3/4- EMBED) COURSE W/ CONIC. <br />O 24- O.C.(2' SQ. WASHERS) _ SECTION <br />MITERED GLASS DETAIL BLOCK SILL BLOCK HEADER EA.2T0 BLOCKL��x3/86 z3" TAPCON CONNECT B-B <br />1. GLASS AND FRAME DESIGNED TO MEET WALL COMPONENT KNEE WALL (1 1/4" MIN. EMBEDMENT INTO BLK.) <br />WIND LOAD PRESSURE UP TO MAX. 26.9 PSF. <br />2. MAXIMUM GLASS PANEL WIDTH - 6'-0' <br />MAXIMUM GLASS PANEL HEIGHT - 6'-0' <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 CO. <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 />SIZE <br /># OF NAILS <br />PER ROW <br />NUMBER OF P YS <br />2 PLYS <br />3) PLYS <br />4PLYS <br />4 <br />1 <br />1Od X 3 L. <br />20d x 4"L. <br />50d x 5 1/2-L.- <br />2x6 <br />2 <br />1Od x 3"L. <br />20d x 4"L. <br />50d x 5 1 2"L <br />2 <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 EFFECTIVE <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'-30' <br />50.1 <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 />OOF ANGLE> 30'-45' <br />30.3 <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 />W <br />4.7 <br />33.6 <br />24 <br />31.4 <br />3 .3 <br />293 <br />8.8 <br />83 <br />7.9 <br />7.4 <br />.9 <br />(DPRESSURES 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 1606.21B OF 2010 F.B.C. <br />HEIGHTS <br />OF <br />2 STUDS <br />STUD <br />AND <br />SIZE, MATL., <br />O.C. SPACING <br />MAX. <br />HT. <br />STUD SIZE, MATL., <br />AND O.C. SPACING <br />MAX. <br />HT. <br />2x4 <br />SPF <br />AT <br />16" O.C. <br />9'-0" <br />2x6 SPF AT 16" O.C. <br />13'-9" <br />2X4 <br />SPF <br />AT <br />12" O.C. <br />10'-0" <br />2X6 SPF AT 12" O.C. <br />16'-0" <br />2x4 <br />SYP <br />AT <br />16" O.C. <br />10'-9" <br />I 2x6 SYP AT 16" O.C. <br />17'-0" <br />- t-UK I-KAML btAKINU WALLS UVLK 1U HIGH, NKUVIUL <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 />HEADER <br />SIZE <br />2 2x6 <br />2 2x8 <br />2 2x 10 <br />2 2x 22 <br />ROOF ONLY <br />4'-0" <br />5'-4 <br />6'-8" <br />8'-0" <br />2nd FLOOR ONLY <br />1 4'-0" <br />5'-0" <br />6'-8" <br />8'-0" <br />12nd FLOOR AND ROOF <br />1 „ <br />" <br />" <br />„ <br />ALL J I KUU I UKAL HtAUtKS I U tit #Z UK tit I I tK S.Y.H. <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 />W/ (2)16d MIN. COMMONS <br />TOE -NAILED <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 4'-0" O.C. k <br />2x <br />16" <br />"SPH4' AT EA. <br />STUD TO SILL <br />TO TOP PLATE <br />att Ktx. <br />STRAP A <br />SEE TRU <br />rE <br />f <br />PROVIDE <br />-LSTA24' <br />AX.) <br />I HDR. ST <br />W/ ( <br />ACROSS <br />TRUSS <br />TOP OR <br />STUDS O <br />AND BOI <br />O.C. <br />I AT INTEF <br />ON PLM <br />LOADS C <br />'LATE <br />10' <br />NUMBER <br />TO PLA1 <br />MATCH I <br />ABOVE <br />F PLAN FOR REQ'D <br />' EA. MEMBER <br />>S PLAN <br />REFER TO HEADER <br />SCHED. FOR SIZES <br />"SPH4" AT 16" O.0 <br />ACROSS HDR. SPAN <br />STRAP AT <br />)D TO BEAM <br />PS EA. SIDE <br />)R MORE TRUSSES <br />DPNG. <br />D PLATE ANCHOR, STUD TO <br />SILL PLATE ANCHORS, <br />TS TO SLAB NOT REQUIRED <br />IOR BEARING WALLS NOTED <br />S AS SUPPORTING GRAVITY <br />NLY (NO UPLIFT LOADS) <br />OF '"SPH4" STUD <br />E CONNECTORS TO <br />(UMBERS OF STRAPS <br />IPNG. <br />5/8- EXP. BOLTS (2 3/4-EMBED.) <br />AT 32 O.C. MAX. (W/ 2' SO. WASHERS--/' <br />1- STY. FRAME BRG. WALL TO <br />SLAB CONNECTOR DETAIL <br />PROVIDE "SPH6' STRAP AT 2x6 STUDS <br />IN LIEU OF "SPH4' STRAPS <br />3/16"x3" TAPCONS <br />2x4 45' DIAG. BRACE <br />AT EA. FACE OF ARCH W/ <br />(2)10d NAILS AT EA. END <br />PROVIDE TAPCON WITHIN <br />4" MIN. OF BRACE <br />PROVIDE 2x4 DIAG. BRACE <br />BTWN. VERT. BRACES WHEN SOLID BLKG. AT TOP <br />HT. OF BRACE EXCEEDS 24" 2'-0" B. <br />BTWN. ARCH BLKG. & BUCK PROVIDE (2) MIN. <br />MAX' TAPCON AT EA. SIDE <br />-8d NAILS 0 8" BUCK-(1) WITHIN <br />O.C. AT BUCK <br />4" MIN. OF START <br />2x4 VERT. BRACES) OF ARCH <br />7/16" O.S.B. <br />ARCH PANEL <br />BUILT UP PLWD. BUCK -SCRIBE <br />BACKSIDE TO FIT ARCH- 2x4 SOLID BLKG. START OF ARCH <br />FULL WIDTH OF EQ. EI 4 ' <br />CONNECT W/ Sd NAILS (Iz <br />WALL) BTWN. O.S.B. <br />INSTALL WDW. SCREW ARCH FACES W/ 2x4 VERT. AT EA. FACE <br />ANCHOR INTO ARCH BLKG. (2)10d NAILS THRU OF ARCH W/ (3)1Od <br />PER INSTALLATION DETAILS O.S.B. INTO EA. 2x4 NAILS AT EA. END <br />SECTION B-B <br />FRAME ELLIPSE ARCH TOP DETAIL <br />BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWO. JOINT AT JAMBS) <br />CONNECT HANGER W/ <br />(4)3/16"x1 3/4" TAPCONS <br />INTO EA. BLOCK JAMB AND <br />BLK. BLK. <br />(4)16d NAILS INTO HEADER <br />AMB AMB <br />ACROSS FRON70.C. <br />1 1 /2" MIN. <br />1 1 2 MIN. <br />2x4 <br />EDGE DISTANCE <br />EDGE DISTANCE <br />FLUSH W/ BLOCK FACE) <br />FOR TAPCON <br />FOR TAPCON <br />TRANSOM WDW. <br />W/ (2)1Od NAILS ® <br />(2)2x6 HDR. <br />- <br />(6" FROM <br />CTR. ON JAMB <br />- - <br />EXTERIOR <br />INTEF'IOR <br />FACE <br />FURR OUT AS REQ'D. <br />DBL. SINGLE HUNG WD - <br />OR DOOR <br />FACE <br />SIMSON "HUS26-2" HANGER -ORIENT <br />HORIZONTAL OR VERTICAL <br />7'-0' MAX. <br />MASONRY OPENING WI D (2)2x6 LAID FLAT -NAIL TOGETHER <br />HANGER W/ HANGER W/ <br />W/ (2)8d NAILS ® 6" O.C. <br />HORIZONTAL VERTICAL <br />ORIENTATION ORIENTATION <br />WOOD <br />HEADER BTWN. WDWS. <br />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 />® 24" O.C. BTWN. TRUSSES BLK. O.S.B. SHEATHING W/ <br />WALL 8d NAILS ® 6" O.C.- <br />2x4 BLKG. O 24" O.C. <br />2x4 CONT. W/ (2)1Od (2)1Od AT EA. 2x4 <br />AT EA. TRUSS OR BLKG. <br />2x4 P.T. 0 24" O.C. 10 ®R12 O.C. <br />0.C. <br />2x4 P.T. CONT. W/ <br />3/16"x3" MIN. TAPCONS 2x4 P.T. CONT. W/ <br />® 16" O.C. 3/16"x3" MIN. TAPCONS <br />® 16" O.C. <br />O.S.B. SHEATHING W/ 2x4 P.T. W/ (2)1Od CONC. <br />8d NAILS ® 6" O.C. BLK- <br />10d ® 12" O.C. HARD CASE SPIRAL WALL <br />(2)10d AT EA 2x4 2x6 OR 2x8 CONT. NAILS 0 24" O.C. <br />HEAD JAMB <br />POCKET SGD HEAD/JAMB DETAIL <br />LOCATIONS WHERE POCKET SGD TRACK IS OUTSIDE BLOCK WALL OPENINGS <br />MTS 12 <br />8'-0" MAX. SPAN W/O <br />2x4 VERTICLE BLKG. <br />(4)16d <br />2x6 VALLEY RAFTERS <br />2x4 COLLAR TIE IN <br />UPPER 3RD OF ROOF <br />HT. AT EVERY 3RD <br />PAIR OF RAFTERS <br />7 - <br />2x4 VERT. O MTS12 <br />8'-0" O.C. MAX- (ONLY STRAP <br />AT SPANS > 8'-0") <br />SEE NOTES <br />------ <br />i- - - - - - - - <br />d' d" <br />■ <br />MISe�w <br />ii 14 ii ii 4 1 <br />SEES NOTES <br />--------LL 11---- 1L--@ 1�-.v------ <br />e as -------sags a�==sZ LZ <br />I I <br />-----------------,------- <br />WINDOW INSTALLATION DETAIL <br />NTS <br />ALENCO WINDOWS: 813-754-3584 IN PLANT CITY <br />AT 84 LUMBER. <br />INSTALLATION NOTES FOR NON -IMPACT, FIN, <br />SINGLE HUNG WINDOWS IN WIND ZONES OF <br />150 MPH OR LESS (PER FBC 2010). <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' <br />14 <br />ROOF EDGE <br />mom <br />(D <br />(DOI <br />0)0 <br />_ <br />0 <br />` <br />0 <br />O I O <br />3 <br />0 0� <br />10 <br />0® <br />OI <br />2 <br />O O <br />00 <br />O O <br />4' <br />4' <br />O <br />ZONE 1 - USE 8d NAILS ® <br />12' O.C. (FIELD) 6" O.C. (EDGE) <br />0 <br />ZONE 2 - USE 8d <br />NAILS A <br />6" O.C. (FIELD & EDGE) <br />O3 <br />ZONE 3 - USE 8d <br />NAILS ® <br />4" O.C. (FIELD & EDGE) <br />ROOF NAILING <br />PATTERN <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 />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 I HEREBY CERTIFY: <br />SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA LICENSED STRUCTURAL ENGINEER STAMP THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMP IAN <br />WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORI A B D G COD <br />FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RI K C E RY II) <br />ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, R IDENT <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 <br />proceeding with the work or be responsible for same. P.E. #42712 _2 bh, <br />TEL (813) 752-7078 fV <br />Emails: rroberts.egi®gmail.com trautwein-clem©outlook.com CA #29098 D Eo SEAL OR STAMP) <br />h <br />O <br />q <br />■■■■■MINE■ <br />■■ <br />. <br />, _ <br />_• • <br />Irk <br />■■ <br />■■ <br />■■ <br />■E <br />■■ <br />■E <br />■■ <br />■■ <br />■■ <br />� <br />�I <br />■� <br />I■ <br />MIL-----.-�� <br />■■■■■EEE■ <br />DP_4WN <br />CLEM TRAUTWEIN <br />SCALE: <br />NTS <br />CHECKED & APPROVED <br />CET 4-20-15 <br />C I 4574A <br />SHEET OF 6 <br />