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SIMPSON 'S W �1 <br />018'0.c <br />T 2x END <br />C� <br />BLACK JAMB/HEAD <br />Z <br />1 1 2' MNH <br />2x4 P.T. FCJRRNNLT <br />Z <br />2x4 0 le O.C. <br />MW <br />`1/4 7C3" TAPCON <br />Ld <br />&.. W/ <br />(i 1/4 WL EMBW) <br />Q <br />8d NAS 0� <br />I r 0 <br />10d NAIL 0 8' O.C. <br />2x4 STUDS O le O.C. <br />2" P.T. AT <br />TIP AND SIDES <br />Y <br />WALL SRRC. PER <br />OF BLX OPNG. <br />{-- <br />0 <br />SIMPSON 1~PKT. <br />SOD MANUF.^'I <br />J <br />m <br />JAMB/HEAD DETAIL <br />a" TAPCONS <br />MIN. EMBED) <br />d <br />J%n <br />3B0 <br />41$ <br />a'R <br />MAX. <br />NAIL KNEE WALL TO TRUSS <br />SM CHORD OR SM. <br />x OPENING <br />WW1 (3)10dd TOE-WS <br />SIMPSON *WA24" STRAP <br />WRAP OVER TOP/BOT. PLATE <br />AT FJL. STUD W/ (S)IOd NAILS <br />EACH SIDE OF STUD <br />"2x4 P.TACH. FURR M0 <br />W1/4 x3' TaPCDNs <br />. (1 1/4 MIN. EMBED) <br />2x4 P.T.-ATTACH <br />W/ 1j4'x3" TAPCONS <br />8' MAX4 (1 9/4 MIN. EMBED) i4s" MAX. <br />WALL ELEVATION <br />FRAME WALL AT POCW SM BLOCK OPENING <br />25" MIN. LAP <br />#b REBAR W/ STD. <br />LEI <br />CELL #5VEVERT RED <br />wf!..zs7r•#i�l <br />T�ung <br />�,r _ . <br />iC51'#31i <br />rUK I'KAML I:5tAKLMU !WALLS UVLK 1U- MIUM. rKUVHUG <br />SOLID 2x BLOCKING AT a-D- 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 />2x6 <br />I xSffi)2 <br />2xi <br />Immtffi5 <br />-4 <br />FLOOR OW <br />- <br />- <br />12nd <br />ALL SIRUL:IUKAL rICAULKS IU OC L LRf CLI IrJ% S.T r. <br />ALL NON-STRUCTURAL HEADERS H -FIR OR S-P-F OR BETTER <br />Sx8x18 CONC. KNOCKOUT <br />ILK. TOP COURSE - FILL <br />W/ CONC. & 1-#6 BAR CONE. <br />^-- 25' MIN. LAP <br />REW W/ SW/ STD. H00K <br />BI.00K WALL HT. TRANSITION DU.AJL <br />ROOF TRUSSES OR 2x RAFTERS <br />AT 24 O.C.- CONNECT <br />T 18d MAIN COMMONS SEE ROOF PLAN FOR REWD <br />TO TOP PLATE -� n �/— STRAP AT EA, MEMBER <br />SSTUD TO TOP PLATE <br />REFER TO HEADER <br />I fSCHED, FOR SM <br />AT ie2x <br />CONT, STAB <br />ACROSS SPM <br />WADS OVER0 H­-PROVIDE <br />'LSTA24" STRAP AT <br />AT 4'-0' O.C. MAX.) <br />HOR. STUD 70 BEAM <br />(21 RAPS I /L DDE <br />W 4 OR MORE TRUSSES <br />OPNG. <br />ID <br />PLATE ANCHOR, STUD TO <br />TOP OR SILL PLATE ANCHORS, <br />2x STUDS O <br />AND BOLTS TO SLAB NOT REQUIRED <br />18' O.C. <br />I AT INTERIOR BEARING WALLS NOTED <br />` ON PLANKS AS SUPPORTING GRAVITY <br />LOY4DS arlY (ND LT LOADS) <br />'SPHE` AT F.A <br />STUD TO SN.L PLATE <br />NUMBER OF 'saHI4 sruD <br />TO PLATE CONNECTORS TO <br />MATCH NUMBERS OF STRAPS <br />AT32' �. MAX (w�/ 3/4 WASTERS <br />1 FRAME BRG�W�IC T <br />PROVIDE STUB' STRAP AT 2" STUDs <br />IN LIEU OF SPIH4' STRAPS <br />WDW. HEAD <br />TO TiRISM <br />r_2x4 VEW. AT EA. TRUSS <br />OR 24' O.C. MAX. -CONNECT <br />TO TRUSS TOP/BOT. CHORD <br />W/ (4)IOd NAILS <br />.-2x4 BLKO. 0 24• C.C. / <br />BTWN TRt -C ONNECr TO <br />TRUSS W/ (3)10d NAILS <br />'-MT312 STRAP EA. SIDE or <br />Off WALL (CONNECT TO ALA <br />STUD SOW VAW OR MM)- - <br />- O.S.B. SHEATHING W/ <br />Sd NAILS 0 6" O.C. <br />-2x8 OR 2xB 0 24' O.C. <br />TOSTUD <br />W1 (2)100dd NAAILS. <br />1 3/4-x4' ALUM. ALLOY W63 WINDOW <br />FRAME Wj 3/8" TEMPERED GLASS PANELS <br />SEALED AT JOKM W/ CONT. 1/4" BEAD OF <br />*GE SILICONE SEALANT' (SIL-PRUF)-ArrACHI / <br />FRAME W/ #10 SC REWiS O 18' O.C. <br />_ 24 OR W0 24' G.C. <br />Ek PLATE <br />WRAP OVER TOP/WT PLATE STUD W/ N(2)10d NAILS. <br />AT EA STUEACH D W/ SIDE OF STUD OAM SWATHING W/ <br />8d NAILS O 8' O.C. <br />8je" EXP, BOLT (2 3/4 EMBED) <br />O 24' O.Q(2' SQ. WASHERS) <br />KNEE WALL FRAME SILL <br />MITERED GLASS DETAIL <br />1. GLASS AND FRAME DESD TO MEET WALL COMPONENT <br />WOW LOAD PRESSURE LP TO WX 28.9 PSF <br />z MA)aIUM CLASS PAMEI. VAOTH - $-O' <br />MAXIMUM GLASS PANELL, WIGHT 8'-O' <br />3. CONIINLOM SUPPORT REQUIRED AT TOP AND SOT'TOM ONLY. <br />ATTACH ANY WE WALL 446 SIMILAR TO HEAD OR SILL DETAILS. <br />4 FRAM TO BE 4500 SERIES ALUMINUM FLUSH GLAZED STOREFRONT <br />SYSTEM BY ARM ALUMINUM ARID GLASS CO. <br />VENT. REINF. <br />CONC. FILFA (2)10d NAILS <br />CELL W/ O 8' O.C. <br />1^ ❑ 1/2" EXP.BOLT O 2e O.C. <br />VERT. (2 3/4' EMBED.) <br />W/ 2- SO. WASHER <br />- NAB. KNEE WALL TO TRUSS <br />WT. CHORD OR BANG. <br />W/ (3)10d TOE- 1AIL.S <br />—SWPSON 'L5TA24' STRAP <br />WRAP OVER TOP/BM PLATE <br />AT FA. STUD W/ (8)1Od NAILS <br />EACHSI STUD <br />PER WDW" HEADAI <br />TO <br />_2x 1I.HC E- x3' <br />TAPCONS 0 1117 O.C. <br />-CONE. SIX KNEE <br />WALL -FILL TOP <br />COURSE W/ CONC, <br />KM SILL <br />KNEE WILL <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 />III OF NAILS <br />PER ROW <br />NUMBER OF PLYS <br />L <br />L 4 <br />t <br />i0d X 3L <br />x 1 L <br />2xd2 <br />" <br />IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER <br />WITH 1/2- TAG BOLTS AT 24. O.C. VERTICALLY THE WITH <br />THE SAME NUMBER OF BOLTS PER ROW AS NAILS <br />COMPONENT AND CLADDING MIN. <br />DESIGN WIND LOAD PRESSURE (PSF) <br />Q 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 2001 F.B.C. <br />ATIAACH W. SHEATHING <br />TO STUDS/PLATTS PER <br />STRUCTURAL NOTES <br />AT EXT. FRAME WALL TO BLOCK <br />WALL PROMOE 2x P.T. iW/ <br />1/2' Er. BOLT O 24' O.C. <br />VERT. (2 3/4 DAM.) W/ 2' <br />SQ. WASHERS PROVIDE 2 3/4' <br />MOE tNSTAHx E FOR 80tTs <br />SIMPSON "SPH4' <br />AT EA. STUD <br />2-2x4 OR DBL. 1x4 BUCK - CONNECT <br />BLOCK HEADER <br />EA. TO BLOCK W/ 3/16%3- TAPCON <br />(1 1/4- MIN. EMBEDMENT INTO BLK.) <br />SOLID BLKG. AT TOP 2,_0. <br />MWN. ARCH BLKG. & BUCK <br />MAX. <br />2x4 45 DWG. <br />8d NAILS 0 8" <br />BRACE(S) <br />O.C. AT BUCK <br />7/16" O.S.B. <br />BUILT UP PLWO. 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 />WITHIN 8" MIN. OF START OF ARCH — <br />Am -A <br />FRAME <br />ARCH TOP DETAIL <br />BLOCK OPNG. SHOWN FRAME <br />OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT <br />ROOF EDGE <br />f <br />(D <br />a <br />0 <br />0 <br />C)� <br />(0)O <br />(D <br />O <br />a <br />t Q <br />3 <br />O <br />10 <br />l_J <br />2 <br />1U <br />O( <br />O <br />----��cc <br />4' <br />4' <br />OZONE <br />1 <br />- USE 8d NAILS 0 <br />12- O.C. (FIELD) 6. O.C. (EDGE) <br />ZONE 2 - USE 8d NAILS 0 <br />6. O.C. (FIELD & EDGE) <br />1�3 <br />ZONE 3 <br />- USE 8d NAILS 0 <br />4. O.C. (FIELD & EDGE) <br />ROOF NAILING <br />PATTERN <br />EXT. FRAME WALL TO <br />BOCK WALL CONNECTION <br />DETAIL APPLICABLE TP ALL EXTERIOR FRAME WALLS ONLY <br />UNLESS OTHERWISE NOTED ON FLOOR PLAN <br />APPROVED SHINGLESSTRAP <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 SQ. Ff. <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)a <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 />�70ALRCF <br />LLEY RAFTERS <br />2x4 COLIJA TIE IN <br />3RD OF ROOF <br />EVERY 3RD <br />RAFTERS <br />AT SPANKS 1 LY ��STRAP <br />AT SPANS > 8' <br />4 SAT VALLEY RAFTER <br />M. BIWIN TRUSSES <br />RAFM <br />ROOF TRUSS BELOW <br />HAND VALLEY FRAMING DETAIL <br />ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER MAY BE <br />SUBSTITUTED PWAM DEWL HAS STATE OF FLORIDA <br />LICENSED STRUCTURAL ENGINEER STAMP <br />SWPSON "MTSMIB' STRAP <br />W/ (4W18"x2 3/4 TAPCONS <br />TO KOOK WALL AND MlOd <br />NALS 70 COMMON TRUSS <br />L-LINSTALL Atari STRAP <br />3 59W DIAGONALLY FROM <br />CONC. FN LED SS1tP. OTHER FOR <br />NGLEE MEMBERTRUSS <br />TOP BLK. COURSE PER <br />TYP. WALL SECTION <br />MISSED TRUSS TO BILK. WALL. STRAP <br />LIE (1) MMM16 STRAP FOR UPLIFT V&uES 1000 LOS. AIR LESS <br />USE (2) Mt' 6 STRAP MR UPLIFT VALUES 2000 LIM OR LESS <br />UPLIFT VALUES OVER 2000 LSS. REQUIRE LETIER FROM ARCHITECT OR <br />1 3/4- <br />SECTION <br />A -A <br />3/16-x3" TAPCONS <br />2x4 45 DIAG. BRACE <br />AT EA. FACE OF ARCH W/ <br />(2)1Od NAILS AT EA. END <br />PROVIDE TAPCON WITHIN <br />4" MIN. OF BRACE <br />TAPCON PER MIN. <br />SCHEDULE (2)10dxi 1/2" O 24" O.C. <br />EXT. FACE 1 L <br />FOR BUCK BUILT UP <br />OF BLOCK 04 TO 2 1/2- THICK <br />0R <br />(2)8dx2 1/2- 0 24- O.C. <br />PROVIDE 2x P.T. AGAINST FOR BUCK BUILT UP <br />BLOCK FOR BUILT UP 2 1/2- THICK OR MORE <br />BUCKS 2" THICK OR MORE <br />AT" <br />BUILT UP BUCK DETAIL <br />THICKNESS 1 1/2- OR GREATER <br />PRECAST CONC. JAMB OR CMU <br />LINTEL ABM, JAM MIN. 2 1/2- WIDE BUCK- MAX. <br />2 3/4- BUILT UP THICKNESS - <br />CAULK BTWN. CONNECT W/ 3/16- TAPCON, <br />BUCK/BLOCK LENGTH MUST BE SUFFICIENT TO <br />ACHIEVE MIN. 1/14- EMBEDMENT <br />CEMENT FINISH INTO BLOCK JAMB/HEAD <br />OVER BLOCK <br />INSTALL WDW./DOOR SCREW DRYWALL <br />ANCHOR INTO BUCK PER <br />INSTALLATION DETAILS. <br />HEAD/JAMB FOR BUCK <br />THICKNESS 1 1/2- OR GREATER <br />PRECAST CONC. <br />INSTALL WDW./DOOR TAPCON <br />LINTEL ABV. OPNG, <br />ANCHOR INTO BLOCK PER <br />OR CMU JAMB <br />INSTALLATION DETAILS <br />CAULK BTWN. <br />IN. 2 1/2" WIDE BUCK- <br />BUCK/BLOCK <br />MAXIMUM BUILT UP <br />THICKNESS MUST BE LESS <br />THAN 1 1/2-, CONNECT W/ <br />SPIRAL NAILS 0 16" O.C. <br />CEMENT FINISH <br />RYWALL <br />OVER BLOCK <br />HEAD/JAMB FOR BUCK <br />THICKNESS LESS THAN 1 1/2- <br />CEMENT FINISH <br />OVER BLOCK <br />PRECAST <br />CONC. SILL - <br />ATTACH WDW./DOOR PER <br />MANUR SPECIFICATIONS <br />WINDOW/DOOR BUCK DETAIL <br />CONNECT HANGER W/ <br />(4)3/16"x1 3/4" TAPCONS <br />INTO EA. BLOCK JAMB AND BLK. BLK. <br />(4)16d NAILS INTO HEADER JAMS AMB <br />1 <br />L <br />2x4 ACROSS FRONT (ALIGN C1 2- MIN. <br />DISTANCE ED1 1/2* MIN. <br />GE DISTANCE <br />FLUSH W/ BLOCK FACE) CONNECT FOR TAPCON FOR TAPCON <br />TRANSOM WDW. W/ (2)1Od NAILS 0 12" O.C. <br />(6- FROM EA.. END) (2)2x6 MDR. <br />INTERIOR CTR. ON JAMB <br />EXTERIOR FACE FURR OUT AS REWD. <br />DBL SINGLE HUNG W FACE <br />OR DOOR SIMSON "HUS26-Y HANGER -ORIENT <br />HORIZONTAL OR VERTICAL <br />7'-0' MAX. 11 <br />MASONRY OPENINGWIDTH (2)2x6 LAID FLAT -NAIL TOGETHER HANGER W/ HANGER W/ <br />W/ (2)Bd 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" D.C. BTWN. TRUSSES BLK. O.S.B. SHEATHING W/ <br />WALL 8d NAILS 0 6" O.C: <br />2x4 BLKG. 0 24' O.C. <br />2x4 CONT. w/ (2)1Gd (2)10d AT EA. 2x4 <br />AT EA. TRUSS OR BLKG. 2x6 OR 2x8 CON7 <br />2x4 P.T. O 24" O.C. tOd @ 12" O.C. <br />2x4 P.T. COW. W/ <br />3/16"x3" MIN. TAPCONS 2x4 P.T. CONT. W/ <br />a 16" O.C. 3/16x3- MIN. TAPCONS <br />O.S.B. SHEATHING W/ 0 16' O.C. <br />, <br />LK <br />2x4 P.T. W/ (2)1Od BLK <br />8d NAILS m 6" O.C. 10d 0 12" O.G. HARD CASE SPIRAL I. <br />(2)1Od AT EA. 2x4 2x6 OR 2x8 CONT. NAILS 0 24" O.C. WALL <br />HEAD JAMB <br />POCKET SGD HEAD/JAMB DETAIL <br />LOCATIONS WHERE POCKET SGD TRACK IS OUT <br />WINDOW/DOOR BUCK DETAIL <br />FOR BLOCK OP GS. W. BUCKS 1 1/2- THICK OR GREATER <br />WIDTH WIDTH WIDTH <br />D F E F D D E D D E DAx <br />_ <br />N <br />WIDTH <br />0 + 24 <br />A A A <br />` <br />El <br />B B <br />LU YE C C 2 <br />A A A <br />t <br />SINGLE WDW. OR MULTIPLE SIDE <br />STACKED WDW. SIDE WDW. <br />W/ MULL BTWN.Q W% MULL MN. Q <br />EXTERIOR DOOR <br />OPENINGS U <br />WDW. OPNG. <br />HEIGHT <br />LOCATIONS <br />IN HEAD CD1 <br />WDW. OPNG. <br />WIDTH <br />LOCATIO= <br />IN HEAD 1 <br />UP TO 40 <br />UP TO 40 <br />4. 1 TO 60"A <br />B <br />.01 TO 60 <br />D E <br />a <br />" TO " <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 31 <br />3 <br />EE <br />ANSI/ISDSI - 101 ASTM STM D- 1O4 <br />SPECIFICATION: 0.20 CFM/FT. SPECIFICATION: ZERO PENETRATION WITH <br />TESTED T0: 0.004 CFM/FT. 0 15 MPH 2.86 PSF 0 5A0 GPH/FT. <br />0.005 CFM jFT. ®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 Ix4 BUCK - CONNECT <br />SECTION <br />B-B <br />BLOCK HEADER EA. TO BLOCK W/ 3/16"x3" TAPCON <br />(i 1/4- MIN. EMBEDMENT INTO BLK.) <br />PROVIDE 2x4 DIAG. BRACE <br />BTWN. VERT. BRACES WHEN <br />HT. OF BRACE EXCEEDS 24" <br />SOLID BLKG. AT TOP 2'-0" <br />8" <br />BTWN. ARCH BLKG. & BUCK <br />MAX. <br />PROVIDE (2) MIN. <br />--Sd NAILS 0 8" <br />TAPCON AT EA. SIDE <br />BUCK-(1) WITHIN <br />2x4 VERT. BRACE(S) <br />O.C. AT BUCK <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 CH <br />CONNECT W/ Bd NAILS <br />(FULL WIDTH OF <br />EQ. €Q. <br />4 MAX. <br />WALL) BTWN. O.S.B. <br />INSTALL WOW. SCREW <br />ARCH FACES W/ 2x4 VERT. AT EA. <br />FACE <br />ANCHOR INTO ARCH BLKG. <br />(2)IOd 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 PLYWO. JOINT AT JAMBS) <br />Digitally signed by <br />William H Roberts, <br />- PE <br />15,i1,tiNWWr�$ DN• cn=William H <br />% 4*1 <br />Ro ; Roberts, PE, o=EGI, <br />• <br />ENS <br />• <br />;�o.427 z °=% ou=Engineering, <br />' :'Cr. email=rroberts,egi <br />w <br />:'O •° STATE 4i= ; <br />�• <br />4 0 R,o? `�`�$ gmall.com, c-US <br />®r•'• ...• <br />elj,,*iliii•�'�! Date: 2013.09.01 <br />16:54:15-04'00' <br />DO NOT SCALE DRAWINGS <br />The contractor shall Verify all plans and existing dimensions <br />and conditions on 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-CIem0outlook.Cam <br />1 HEREBY CERTIFY: <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 B-26-13 <br />TEL (813) 334-0271 DATE <br />CA #29098 (NOT VAUD WITHOUT FOR SELL OR STAMP) <br />Ado <br />rMMMMEMMME1NO <br />SEEN <br />MENOMONEE <br />.. <br />- <br />T <br />._ <br />it ■■ <br />�■ <br />■i <br />�® <br />ME <br />ME <br />■o <br />No <br />ME <br />., <br />Imo, <br />■1 <br />I� I <br />MENOMONEE <br />1 <br />.r <br />i <br />• <br />• <br />i <br />J <br />DRAVN <br />CLEM TRAUTWEIN <br />SCAM <br />NTS <br />CI:ECIM & APPROVED <br />CET 8-22-13 <br />Cl tw42 <br />SHEET OF' 4 <br />