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HomeMy WebLinkAbout36232 Delta Gold Ct Lot 11-_._J____JL L 1 I - 99VIf �0 59 2- 3 2d C T ty �'3 FIRST FLOOR LIVING = 2082 S.F. TOTAL LIVING SQ,FT. = 2082 S.F. COVERED LANAI = 101 S.F. COVERED ENTRY = 41 S.F. GARAGE = 431 S.F. TOTAL SQ.FT. = 2655 S.F. ♦♦`��'tMy CO ♦ ��G ...... • �/C, No 70658 j 9 STATE OF 'wW ton 40����0 N A111 if t����.O CURRENT REVISION MEMO PRINT REVISION MEMO DATE OF REVISION REASON FOR CHANGE REQUESTED BY VENDOR CODE ITEM # REVISION NOTE SHEETS AFFECTED 01/24/11 PER CLIENT SUSAN WILLIAMS *ALL 1 UPDATED TRUSS LAYOUTS TA, TB, TC, TD 08/03/10 PER CLIENT SUSAN WILLIAMS *ALL 1 REFORMAT MASTERSET ALL SHEETS 03/11/10 PER CLIENT LESLIE DAY *ALL 1 CONVERTED TO BLACKPOINT. ALL SHEETS 05/15/09 PER CLIENT SUSAN WILLIAMS TRS, RFR 1 ADDED SOFFIT DETAIL TO ELEVATION SHEETS. 3A, 313, 3C, 3D 03/05/09 PER CLIENT SUSAN WILLIAMS TRS 1 UPDATED TRUSS LAYOUTS. TA, TB, TC, TD 2 UPDATED BORDER INFORMATION TO REFLECT NEW 2007 BUILDING CODE EDITION AND 2009 SUPPLEMENTS. ALL SHEETS DRAWING INDEX SH# DRAWING TITLE CS COVER SHEET 1 FIRST FLOOR PLAN 1.1 FIRST FLOOR PLAN 2 FOUNDATION PLAN 2.1 FOUNDATION PLAN 3A ELEVATIONS - A 3A.1 ELEVATIONS - A 3B ELEVATIONS - B 3B.1 ELEVATIONS - B 36.2 ELEVATIONS - B 3C ELEVATIONS - C 3C.1 ELEVATIONS - C 3D ELEVATIONS - D 3D.1 ELEVATIONS - D 4 ELECTRICAL PLAN 5 INTERIOR ELEVATIONS 6 BUILDING SECTIONS M HVAC PLAN TA TRUSS PLAN - ELEVATION 'A' TA1 TRUSS PLAN - ELEVATION 'A' TB TRUSS PLAN - ELEVATION 'B' T131 TRUSS PLAN - ELEVATION '8' TC TRUSS PLAN - ELEVATION 'C' TC1 TRUSS PLAN - ELEVATION 'C' TD TRUSS PLAN - ELEVATION 'D' TD1 TRUSS PLAN - ELEVATION 'D' D1 CONSTRUCTION DETAILS D2 CONSTRUCTION DETAILS r - Indicates a change to budget CNR - Concrete RFR - Roofer PMB - Plumbing TRS - Truss BLK - Block TRM - Trim FRM - Framer GAS - Gas ELC - Electric HVAC - HVAC MIR - Mirror DWL - Drywall SLV - Shelving CAB - Cabinets SCO - Stucco INS - Insulation TOP - Counter tops SHW - Shower Enc. FLR - Flooring WIN - Windows TILE - Tile Low V - CablelPhone EPS - Foam AUD - Audio SEC - Security 'I AMF'A G Vll_ JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDEN TI AL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y BLACKPOINT U z Q j: 0 U J J m j j J J oJQo� W 10 z RE z r Q J W W J W J m0LE 0j D 2 = _ 2 ❑❑❑❑❑ ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 SHEET CS CO VER SHEET - __ _. --_._ _L-� I I --I 40'-0" 13'-4" 12'-8" 14'-0" 3'-8" 4'-0" 4'-0" 1'-8" 4'-0" 6'-4" 3'-8" T.O.M. (2) 25 H. TEMP. PC-4 8'-g" 1 HD. A 7'-0'r WRAP WINDOW A r rr 00 s3 *EG E7' SEAT / VAPOR A (2) 25 SH. 3'-0 x3 -0 o I BARRIER 6 HD. AT 6'-8" A/C PAD ~ O° PC-4 *EGRESS ■ ■ ---- - - ------ ■ _ d _ _ _ _ BOTTOM OF _ _ _ _ ■ ■ ■ t- N ■ - LINTEL AT N7'-8" 7'-4" A.F.F.co BREAKFAST LANAI N MASTER SUITE 12'-8"x8'-0" VAULT CLG. ul N � g'-g" CLG. ■ 12'-4"x15'-9" o co VAULT CLG. ` v = PC-4 � ■ --Ti \ 2'-0" `t 8'-4" M.O. • 2'-4° / ■ II II PT.II \ I ■ ■ EF.11 T 8068 TEMP SGD ? N M HD. AT 6'-8" F N i VAULT VAULT KITCHEN 5 2:12 VAULT CLG I 26 ■ A I ARCH OPENING ABV, 1 v �>5 40 HIGH KNEE ALL r„ 8'-0" TO 8'-8" A.F.F. W/ COUNTERTOP ABV. � 6 `.I o 10'-0" Oo 16'-6" 5 - " 3'-8" 4r- rr N �If 10 10' " N I I cl I A N 3" END PANEL FAM I LY = (2) R/S R/S Z Q 5 ROOM ' o LD.W. - - ------ - ---- I ■ B T C �« 15'-10"xl4'-8" CDI � 5 N 10'-8" 10'-8" CLG. I N �� i� = COMM. CENTER CLG. ;;, LUGGAGE SHELF --I N o BOT. AT 7 -4" A.F.F. 2668 I = 11 KNEE �_ ON-Q SEC. SY . I M.C.1 ■ O.H.C. SPACE (SEE DTL A/rS T 4) I `0 I 1 ° I ----------- ------------r' 5 V ■ 246 " 1'-4" 5'-O" 1'-6" 6'-6" 2'-2" 3'-4" 9 -1 VAULT 2:12 VAULT ARCH OPENING ABV. 5I ASTER' ■ 2:12 8'-0" TO 8'-8" A.F.F. ARCH OPENING ABV. 8'-0"] P.11 BATH TO 8'-8" A.F.F. ON 42" T ° DINING LOW WALL W/ WOOD CAP CORNER SHELF W C VAULT CLG. A 10'-1 O"x 12'-8" tiQ ■ _ oo N VAULT CLG. VALVE ao N ~� C-D 1 LIVING ROOM " ILE r �, =m ' N o� a �E 14'-10"xl2'-8" HEAD CURB c a N¢ M _ = 10'-8" 10'-8" CLG. TILE d EN 0 i CLG. SHOWER T :D) CAD r r ■ 12'-6" 2'-6" 6" 4'-5" 9" 4'-10" i� 1'- 6'-8 " 6'-g" 0 I to M TILE SHWR TEMP. GL ENCL. ON E r I CESS 6" 42" HIGH KNEE WALL ■ 5 N i 2668 W/ MARB E SILL O° I ■ I I I = -to ui r A, CH OPENING "ABV. ,/ DEN " v N o * rn VAULT 1 N " 8 -0 TO 8'-8" A.F..-� ' 11 -10 x10'-7 0 = VAULT CLG. VAULT ■ 2.12 i F— 7---DRYER VENT 2:12 IS' 68 6' 81' II 5'-4" 4'-2" 3'-2" _00 N BEDROOM 2 1 L oo I D. I I HANSEN BOX N N `� ^ I S 1 CHECK WITH CONST ;I, N `¢ Imo; 1 1l'-4"xl l'-O" i ;r, r PROFESSIONAL FOR INSULATED WA o �E VAULT CLG. i 10'-8"I CLG. I OP • II A/C STAND HGT. ■ ■ I I [W. II 2668 WH 668 Fl 24" x 24"x 1 /CLOSER T--- R/S r w --- 18 H. W.H. z PLATFORM CORNER SHELF N �o =� C sl I 2680 I 1 v ■ 0" 2668 ~3'-8" 2'-4" r 5'-10" FlRE 19'-4" ' A 10'-8" FOYER' 20 MIN. FIRE -1 — CLG. 1 RATED DOOR r= -___'� &W.S DRAIN 8'-0" CL . 10'-8" CLG. `� W/ WEATHER TUB 1 x��� 1 T• �• STRIPPING AT 1 I ° o� 1 PERIMETER W/ 22"x54" ATTIC ACCES W C N N TOP S3 MTL, THRESHOLD IE BEAM roo N ■ BEDBOOM 3 ■ ■ j GARAGE 1 ■ A " 1 4'-7" X 2'-4" ARCHED 11' 4 xl t G. 1 �, METAL 'HOLD 18 -8 x20 0 Vq�ULT CLG. 1 rr rr F.G. AT 9 -8' ABV. 3068 8'-8" CLG. _ N 2 4 ? -4 EXT. DR. W/ 12" SD. LT.00 12'VAULT 0 T/LG, (2) 202 BEAMS ON 2x4 KNEEWALL PER DETAIL 5/S6. i ENTIS 2:12 i PLYWOOD BOTH SIDES OF KNEEWALL TO LAP OVER BEAM. FULL BEAM HEIGHT W/ (2) ROWS 8d AT 6" O.C. I i ■ N VAULT ------ ---- 2:12 ■ I LINE OF GARAGE DOOR IN OPEN POSITION 15 �� 1 ■ 12" ROUND E.P.S. COLUMN o = _ s W/ 4X4 P.T. WOOD%POSR T ON `�' I , I r 4X4 P.T. WOOD POST 1 -4' H. A.F.F. CMU ARCH HDR I �J N W/ (1) ABU44 AT BASE AND I ON CMU W/ (1) ABU44 ' ABV. 9'-4" i AT BASE AND (1) N (1) SIMPSON CS16 AT TOP. TO 9'-10" I SIMPSON CS16 AT • HB ■ ■ A.F.F. 25 SH. EB. 25 SH. EB. 6 8 8 6 16-Ox7-0 O.H. GARAGE DOOR �� - 1 HD. AT 6'-8" HD. AT 6'-8" ■ ■ / ■ ■ ~ T.O.M. *EGRESS ♦ PC- 6 4 6 8'-8" S3 S3 3'-0" 3'-2" 8" 3'-2" 3'-O" 2'-0" 16'-O" 2'-0" 13'-0" 2'-4" 4'-8" 20'-0" 40$-0" TOWEL BAR - (T.B.) TOWEL BAR ABV. TUB DECK TOILET PAPER DISP. - (T.B ROD AND SHELF (SGL.) - ROD AND SHELF (DBL.) - CORNER SHELF MEDICINE CABINET - (M.C.) FIRST FLOOR PLAN ELEVATION A GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPCIFICATIONS. INSTALL RND. DRYWALL BEADS AT HORIZ & VERT. CORNERS EXCEPT AT EXT WALL OPENINGS UNLESS OTHERWISE NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS. LOCATE ALL PLUMBING STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPERATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE 'T GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. ALL HEADERS TO BE (2) 2x12 (U.N.O.) PROVIDE (2) 2x4 CRIPPLE STUDS AT EACH END. ALL GIRDERS TO BE SUPPORTED w/ (3) 2X4 B.U.C. U.N.O. & CONNECTED AT BASE w/ (1) HTT16 T � C = FLOORING TRANSITION WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS. 8" CMU ■ ■ 8" CMU W/ 3/4" FURRING & 1/2" GYP. NON -BEARING 2X STUD W/ 1/2" GYP. NON -BEARING 2X STUD W/ 1/2" GYP. AND INSULATED ---- ------ === _7 BEARING WALL 2X 16" O.C. W/ 1/2" GYP. (U.N.0) ■ = FILLED CELL W/(1) #5 VERTICAL ♦ = FILLED CELL W/(2) #5 VERTICAL • = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) NOTES: -NOT ALL REQUIRED FLASHING IS INDICATED ON DRAWINGS. PROVIDE FLASHING PER FBC 1403 AND 1503. -FLASHING SHALL BE INSTALLED AT (1) WALL AND ROOF INTERSECTIONS (2) WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION, AND (3) AROUND ROOF OPENING, WHERE FLASHING IS OF METAL. THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (26 GAGE (0.551 MM) GALVANIZED SHEET). ALL MANUFACTURED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, = 56' A.F.F. AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING = 36" AB,V TUB DECK THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT = 20" A.F.F. HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH R/S) = 60" A.F.F. THAT IT WILL WITHSTAND THE COMPONENTS AND CLADDING R/S) = 40" & 80" A.F.F. PRESSURES REQUIRED BY THE SEALED PLANS. ENGINEER OF = 56" A.F.F. = 75" TO TOP OF CABINET A.F.F. RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSMENT. *EGRESS NOTE: PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE EACH BEDROOM MUST HAVE ONE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. WINDOW THAT COMPLIES WITH EGRESS PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON CODES, IF THERE IS NO ACCESS TO DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. EXTERIOR THROUGH A DOOR. THE THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS WINDOW MUST HAVE A MAXIMUM SILL PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY HEIGHT OF 44" ABOVE FINISH FLOOR CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL LINE OF THAT PARTICULAR ROOM, PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER NOTE: PROVIDE GAS DROPS (IF REQUIRED) FOR ALL GAS APPLIANCES. SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, (VERIFY LOCATION OF ALL GAS AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING APPLIANCES ON FLOOR PLAN PRIOR TO INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER ANY CONSTRUCTION) OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. t%\IIIIIoff,,, MY coyIc *,, N S E•. No 10658 •:* L 11r :c= •W� ATE ofoft � \ DN A1LA ��.•` TAWA CIVIL DF-SIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y SCALE: 1/8" -1' • 11x17 PUIBLACKPOINT 1/4" - 1' a 22x34 E_ N A B L E D U Z Q 0 O U j j m � � J J W I p 10 Z Q Q -1 W m U LL 0 j ❑❑❑❑❑ U z o LLJ Dw O w a N V 0 0 J J Q _z Q z z D M W o D 0 0 0 ElZC, m � w o z Q ` % z � z z 0- ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 SHEET 1 FIRST FLOOR PLAN I _____ _ __L_ I __ _ _ _ l_ IL _ I. ,. I I 1 11 1 1 111 I t1 1 _ _.. I if I IIIV. I IIII 1 I I 1 .1 1 11 1 1 ' I 1. 11 1 —_ 4 FIRST FLOOR PLAN - ELEVA 'D' It etHM � �_ ' BED OOM 3 ' ' �� �" GARAGE ■ 11' 4"xl l'-O" i 4 -7 X 2 -4 ARCHED 18'-8"x2O'-O" V�ULT CLG. I , METAL T'HOLD F.G. AT 9'-8" ABV. 3068 N I Of 2 4" 2 -4 8'-8" CLG. R I " EXT. DR. W/ 12" SD. LT. °O VAULT 0 12 -4 (2) 2x12 BEAMS ON 2x4 KNEEWALL PER DETAIL 5/S6. o i ENTRY CLG. 2:12 i � PLYWOOD BOTH SIDES OF KNEEWALL TO LAP OVER BEAM. I FULL BEAM HEIGHT W/ (2) ROWS 8d AT 6" O.C. ' N VAULT --------- - - - - - - - - - - - - - - - - - - - - - - - - - - -- ---> 2:12 ■ — — — I LINE OF GARAGE DOOR IN OPEN POSITION r; 15 � � - I ■ 18" ROUND E.P.�S\COLUMN � \-`�,,\ ,,- W/ 4X4 P.T. WOOD OST ON / 1 1'-4" H. A.F.F. CMU PIER 4X4 P.T. WOOD POST ARCH HDR I ON CMU W/ (1) ABU44 �J N W/ (1) ABU44 AT BASE k ABV. 9'-4" i AT BASE AND (1) N (1) SIMPSON CS16 AT TOP. TO 9'-10" I I SIMPSON CS16 AT TW-.--- I ■ ■ ■ ■ A.F.F. P - -2' '-2 .i �'� 16-Ox7-0 O.H. GARAGE DOOR 5 SH. 1/2 RI). 25 SH. 1/2 f D. HD. AT 6'-8" HD. AT 6'-8" ■ ■ 1 ■ ■ *EGRESS ♦ 6 PC-4 6 S3 S3 3'-0" 3'-2" 8" S-2" 3'-0" 2'-0" 16'-0" 2 -0" 13'-0" 2'-4" 4'-8" 20'-011 40'-0" 1 FIRST FLOOR PLAN - EL T N 'B' SINGLE OVERHEAD GARAGE \ "II I N �jJ I ' BED OOM 3 ; ' ' 1 " " GARAGE ■ 11' 4"xl 1'-0" i 4'-7 X 2 -4 ARCHED 18'-8"x20'-0" V�ULT CLG. I� METAL T'HO F.G. AT 9'-8" ABV. 3068 °8 I 2' 4" 2' 8'-8" CLG. G I " EXT. DR. W/ 12 SD. LT. °O VAULT 0 12 -4 (2) 2x12 BEAMS ON 2x4 KNEEWALL PER DETAIL 5/S6. o i ENTRY CLG. `l' 2:12 i U-) PLYWOOD BOTH SIDES OF KNEEWALL TO LAP OVER BEAM. FULL BEAM HEIGHT W/ (2) ROWS 8d AT 6" O.C. ■ C4j VAULT ■ _ _ i :--------LINE OF GARAGE 90QR IN r0P_EN POSITION 2:12 — 5. I I I ■ 18" ROUND E.P. \COLUMN - � — — - Ss j W/ 4X4 P.T. WOOD iOST ON 1'-4" H. A.F.F. CMU PEER 4X4 P.T`WOOD POST ARCH HDR I ON CMU W�-ktf ABU44 I I `x' I �¢ N W/ (1) ABU44 AT BASE Aide I ABV. 9'-4" i AT BASE �Nb (1)\ I I ,' `\ I (1) SIMPSON CS16 AT TOP. TO 9 -10 I SIMPSOI'CS16 AT`TOP. i i i ■ ■ ■ A.F.F. I I I I / . I I / • I P- '-2 '-2 1 \ I I I 5 SH. 1/2 R . 25 SH. 1/2 D. I 1'!I►' 8070 O.H. GARAGE DOOR 1 1 / 8070 O.H. GARAGE DOOR HD. AT 6'-8" HD. AT 6'-8" ■ ■ ■ ■ ■ ■ *EGRESS `♦ PC-4 PC-4 .00 6 6 S3 S3 S-0" S-2" 8" 3'-2" 3'-0" 1'-4" 8'-0" 1'-4" 8'-0" 1-411 13'4" 2'-4" 4'-8" 20'-011 40'-0" Ad FIRST FLOOR PLAN - �L :2:) DOUBLE OVERHEAD GARA 1FAIIIIIIIIIIIIIIIIIIII114 m o _I 8'-8n ' BED OOM 3 t GARAGE 11' 4"xl1'-0" i 4-7" X 2'-4" F.G. AT 18'-8"x2O'-O" ULT CLG. 9'-8" ABVTAL T'HOLD " CLG. i . 3068 EXT. DR.24" 2'-4n $'-$ I W/ 12" SD. LT. 100I VAULT 0 12 -4 it (2) 2x12 BEAMS ON 2x4 KNEEWALL PER DETAIL 5/S6. 2:12 i ENTRY CLG. PLYWOOD BOTH SIDES OF KNEEWALL TO LAP OVER BEAM. w iLn FULL BEAM HEIGHT W/ (2) ROWS 8d AT 6" O.C. I ■ VA 2 ■ _ _ _ i LINE OF GARAGE DOOR IN OPEN POSITION 16" SQj TAPERED E.P.S. COLUMN o i5 I ■ W/ 40 P.T. WOOD POST ON 1'-11" H. A.F.F. CMU PIER W/ 14X4 P.T. WOOD POST 1 (1) ABU44 AT BASE AND (1) FLAT HDR AT i ON CMU W/ (1) ABU44 SIMPS04 CS16 AT TOP. 9 -10 A.F.F. I AT BASE AND (1) ��\ I SIMPSON CS16 AT TQ.R.'__� i ■ ■ ■ 1 1 PC-4 -2 -2 ♦'+ Z 16-00-0 O.H. GARAGE DOOR �`� i. (2) 25 S.H. ■ ■ it■ HD. AT 6'-8" *EGRESS 6 PC-4 6 S3 S3 3'-4" 6'-4" S-4" 2'-0" 16'-0" 2'-0" 13'-0" 2'-4" 4'-8" 20'-0" 40'—On FIRST FLOOR PLAN - EL OCN 'C' 5 l—u. II CHECK WITHvCONST INSULATED WALL TIC PROFESSIONAL FOR 101- II A/C STAND HGT. ■ " rw. 2668 L— M WH 68 F1 /CLOSER T A.H.U. -- R%S --- 2680 FlRE 23'-8" 20 MIN. FIRE RATED DOOR --------- W/ WEATHER STRIPPING AT 1 PERIMETER W/ 22"x54" ATTIC ACCES s3 MTL. THRESHOLD GARAGE 4'-7" X 2'-4" ARCHED 18'-8"x20'-0" F.G. AT 9'-8" ABV. 3068 g'_g" CLG. A EXT. DR. W/ 12 SD. LT. °O (2) 2x12 BEAMS ON 2x4 KNEEWALL PER DETAIL 5/S6. C4 PLYWOOD BOTH SIDES OF KNEEWALL TO LAP OVER BEAM. FULL BEAM HEIGHT W/ (2) ROWS 8d AT 6" O.C. -------------------------------------------- OF GARAGE DOOR IN OPEN POSITION -' 6 I 04 P.T. WOOD POST ON CMU W/ (1) ABU44 I I AT BASE AND (1) 1 SIMPSON CS16 AT TQE''� 16-Ox7-0 O.H. GARAGE DOOR ♦ 6 PC-4 6 S3 S3 18" H. W.H. W.S. LOOP & DRAIN ■ •H HB 2'-0" 16'-0" 2'-0" 11" S-2" 11" 20'-0" 1 5'-O" 45'-0" 5 FIRST FLOOR PLAN - ELEVATION 'A' 2 1 2 CAR GARAGE,;:: m DRYSTACK LEDGESTONE VENEER (TYP.) �:����•��cEnISF••;y'��w TAI11PA CIVIL UL'SICN • No 70658 ov op CC STATEap �' O P' \�,�•. �� •••': ;; , JEREMY COUCH, P.E. •• �� �� PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE 1 REVIEWED THE ATTACHED DESIGN, 1bnJ AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER, SEALED FOR STRUCTURE ONL Y SCALE: 1/8' -1' • 11x17 ' BLACKPOINT 1/4' - 1' -a 22x34 ENABLED U Z Q p j=-OUJJ m j J J J 0 J <— Q 0 W— p Q Z J Q W r' mw0jw z u-j ❑ ❑ ❑ ❑ ❑ U Z CL LJ > w O w cr 0 J J Z p U z 5 m & 0 O z Nz O o� N _ m � w 0 Z ` o o z a % �z z 0_j ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 SHEET 101 FIRST FLOOR PLAN -- —1 -- __ 1 I. _ _ 1 11 _ _ _1 1 _ I I -1 1 . I.-L-____ I. I I I I I 1 1191I 1 1 1 1 1 1 1 1 1 1 1 I 1 I I 11 1 1 1 I 1 11 1 1 1 1 d- I �n 0 I Tv V 13'-4" 12'-8" 14'-0" 3'-6" 8'-4" 1 3'-8" 7'-0" 3 s2 u ■ ------------- 8" WIDE 6 MONO 6 FOOTING 6 I H.B. sz I = I � o I 2,- 1, _ _ _ i __�__ _ ■ 8" C.M.U. ■ T WALL ABV. I 10_ °D O:fiw I o ZIP ■ 00 � 1= 00 I 9 8'-14" 2'-4" I 2 A/C PAD 0 I i� r PROVIDE COPPER LINE 1 1 REF I I , I I REF.:: FOR ICE MAKER �\ , ■ ■ , I J I I II I I/ I ECTRICAL L\ \---------- -- ---- --------- ----- -�,/ ISLAND 9'-10 " 1 1/4" RECESS S2 / j00 a FOR S.G.D. n ■= 1 ______ _ ____________1 rT--, I 1 ■ II I I B = SINK W/i r--) ii i i i 6 ' DISP ;11Irr II 1 II\� I4/I N IL J III '---------- --- 1I\� I I I r-----------rr--- ----� - Lf -ZtJ ■ i o - --- -� j � I � L_l I j I ■ I u I II L I N 1j _ I � I I I I i N I iI I I I n r 1 I_I____________�- r------------------ JL - - - - - - I = 20" H. x 16 W. CONC. i 1 ': I N MONO -FTC. W/ 2 - #5 ■ i CONT. REBARS PROVIDE / _ I N \ In 1, I I I WG•1 I I = A s j 25" MIN. LAP WHERE `i 1 i `• i i `i \��AV i SPLICED AND WIRE U' TOGETHER. BOTT. OF FTG. N I I ■ SHALL BE 12" MIN. BELOW v�\+ GRADE ELEVATION AT 0'-0" (ASSUMED) "'� 4" THICK, 2500 OR 3000 P.S.I. o� $HOWEF� 00I CONCRETE SLAB ON GRADE W/ 'w) GARDEN TUB,/ 6x6 W1.4xW1.4 MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN, I r'______________-_-I -_ - -- -c_ ■ ---- -- ■ WELL - COMPACTED, TERMITE Lr --- o ------------ I _I TREATED, GRANULAR FILL OR Ico BORATE TREATMENT ON FRAME I '� COMPONENTS r I ■ __ _ _ _ 8" THICKENED EDGE FOR - ----------------------- --- ■ - I----------------------------- r---- i SHOWER RECESS W/ (1) 1 5 I i j i i i i #5 BAR CONT. 6 -4' M I u II II n I �r----------------� L, I ■ �r---------- -----� ■ � I I I I l �i _ � I ii I III i� = I 1 L-_-ui j "r I S7 'r I � I I n 12'-10�" � I I ~ = Op I L------------� F--_-_-_-_ -_■ ■ I I I i i �i i _1 I L- �II i -- -- i i 1 -I W.H. u I ,' I^ L— JJ I I --�/ i I I S2 I I ` PLATFORM I r----� �. , i I=�-i I I I / I I I I I \ YY I , �- ABV. 24" x 24% 18" H. M =J I I a=====J1- __=--==J1 -------J / ' n -rt____ —� � 1 11-1 i 1" PVC COND. 00 ■ DRAIN UNDER N I I I SLAB 3 i i 15'-4" 5'- i i 19'-4" I■ 'i ---� j i 0 10'-0" WATER SOFTNER :1 TUB I, `•_� /i �V n i =_-- r i I i n !` LOOP & DRAIN I uo w. L -J-- -- ----42- I 1 /'r-�'j-------- -J -� I 3 2'_------- -7 _1 --- I I �/ Al I L I I S2 u/ /1 � 9 v I I I■ I 8" I I I o tz -- I I CONTROL JOINT -----I - � 00 -----------------------1 /, // i ■ i Zi i Ln cal a r- I 9 0l I S2 8" WIDE4. o ` I■ ® I ■ I MONO UI ;� - ---- - FOOTING `i 3/4" DP. x 13" W. ;n s2 I RECESS FOR I I = L-------------------------J GARAGE DOUR H.B. 181I 8--1------- - 1 o M THICKEN ■ ■■ ■ ■ FOC TING TO 1'- " DEEP w/ (2) #5 BARS EA. WAY 2'-8" 3'-10" 3'-10" 2'-8" -2' 10" 16'-0" 10" '-2 INN 13'-0" 7'-0" 20'-0" 40'-0" NOTES: -NOT ALL REQUIRED FLASHING IS INDICATED ON DRAWINGS. PROVIDE FLASHING PER FBC 1403 AND 1503. -FLASHING SHALL BE INSTALLED AT (1) WALL AND ROOF INTERSECTIONS (2) WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION, AND (3) AROUND ROOF OPENING, WHERE FLASHING IS OF METAL. THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (26 GAGE (0.551 MM) GALVANIZED SHEET). ALL MANUFACTURED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS AND CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSMENT. NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R ALL CONTROL JOINTS IN LIVING AREA TO BE 10'X10' SQ. ALL CONTROL JOINTS TO BE 1" DEEP. ■ = FILLED CELL W/(1) #5 VERTICAL REBAR IN MASONRY CELL FILLED SOLID w/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE & FTG. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED & WIRE TOGETHER. A = FILLED CELL W/(2) #5 VERTICAL REBAR IN MASONRY CELL FILLED SOLID w/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE & FTC. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED & WIRE TOGETHER. • = FILL CELL TO THIRD COURSE (NO REBAR) = (2) 24" #5 REBAR PLACED DIAGONAL ' AT CORNERS ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAME INSPECTION .�`'�My ���c''% •`�����'�`�ENS�.'•• � TAMF A Cl VIL DESIGN Z. No 70656 :�*4.0 • :tr= W Z -10 - SYpTE OF 14? O R •G JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 . . �� SI ON I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE 3� WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y SCALE: 1/8" -1' • 11x17 PUBLACKPOINT 1/4" - 1' * 22x34 FNABL.FI.-) U Z -OU_jJ m � J J J J Q O I�-.I' p Z Q r' m W U Q J J m O W J j _ ❑❑❑❑❑ U Z 0 Li D 0 w N O�+ w ir LL N 0 0 c� J J Z Q Q U z J m 0 0 0 o _j NoZ O N � m _ M w O Z %. 0-Z 0 Q % z Z O ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 SHEET 2 FOUNDATION PLAN oy co V' ENSF•.ti No 70658 STATE OF �• ID G S /O N A,,E ••: I �3 Cr viL nrs/c 'YCOUCH, P.E. AL EAVINEER 70M ERTIFY THAT I HA ATTACHED DESI( TO BE IN COMPLL W R301 OF THE BUILDING CODE, IDENTIAL. 2 HAS NOT REVIEI NEERED TRUSS M, )ETERMINE ANY LC ITIONS AND RESEF MAKE ANY CHAP LOAD INFORMATIG TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y SCALE: 1/8' -1' • 11x17 PUBLACKPOINT 1/4" - 1' * 22x34 ENABLED U z Q p O U J m LL J J J J Q O �W-- cr 6 zw W J ir J m0u.Oj �❑❑❑❑❑ U z — � o w w Ld O w ac N C� 2 J J z p Z Z J 5 m 0 Ill z 0 N Z 0 � O o N � 2 / m �w 0 O 2 Z < ` //♦ �ZZ J z O ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 SHEET 201 FOUNDA TION PLAN ELEV AT 0'-0" _ 1ST FLOOR FF ROOF VENTS (TYP.) 12 12 LINE OF INT. HIP 6 �. �6 VAULT SHINGLE ROOF TEXTURED FINISH REAR ELEVATION SCALE: 1 8 = 1 —0 ROOF VENTS (TYP.) 12 LINE OF INT. HIP VAUL --- ELEV AT 8-8" ----- T.-O. M.-- GRADE LINE (ASSUMED) LINE OF INT. HIP VAULT ELEV AT 8'-8"_ T.O.M. JRED H ELEV AT 0'-0' 1 ST FLOOR FF 12 6 SHINGLE ROOF SHINGLE ROOF -� —_ _-- _-----_ELEV AT 12'_4" ENTRY CLG ELEV AT 8'-8" T.O.M. TEXTURED FINISH ELEV AT 0'-0" 15T FLOORFF--- ------------------------------------- GRADE LINE 1/0 (ASSUMED) LEFT ELEVATION SCALE: 1 8 = 1 —0 ROOF VENTS (TYP.) 12 0 SHINGLE 6 ROOF ELEV AT 12'-4" TNTRY CLG _ -0_ ELEV AT 8'-8" _ )­ T.O.M. 0 TEXTURED FINISH ELEV_ AT 0'-0" ._jj0_ —------------------------- - ---1ST FLOOR FF 0 SHINGLE ROOF 12 6 LINE OF INT. HIP VAULT 00171 TEXTURED ILJI FINISH- ELEVATO'-0" -------------------------- ----------------------------------------- 1ST FLOOR FF GRADE LINE (ASSUMED) 2 RIGHT ELEVATION SCALE. 7 8 77— 1 —0 77 _ ELEV AT 8'-8" _ T.O.M. ELEV AT 1 ST FLOOR FF TYP. OVERHANG AT HIP (U.N.0) ,� ROOF PLAN — ELEVATION 'A' SCALE: 1 /8" — 1'-0" 12 6 1" THK. X 6" RAISED SAND FINISH BANDING (TYP.) 11" RAISED SAND FINISH DBL. KEYSTONE (TYP.) (SEE DTL. 12 B/SHT D1) 6 LINE OF INT. HIP VAULT 11" RAISED SAND FINISH DBL. KEYSTONE (TYP.) (SEE 12 -- — - — - — - - — - - ------- DTL. B/SHT D1) 6 „ 1 1/2" THK. X 6" RAISED SAND FINISH BANDING co ELEV AT 8'-8" - Y T.O.M.------- `i i CV RAISED SAND FINISH QUOINS (TYP.) (SEE DTL. C/SHT D1) t 1 " THK. X 4" RAISED SAND FINISH BANDING (TYP.) O° 1 1 /2" THK. X 6" RAISED SAND FINISH BANDING TEXTURED FINISH ELEV AT 0'-0" --_z__________ Y 1ST FLOOR FF 1" THK. X 8" RAISED SAND 1" THK. X 6" RAISED SAND FINISH BANDING FINISH BANDING ROOF VENTS (TYP.) 12 6 SHINGLE ROOF (TYP.) 21CKET 6 12 \ PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. LINE OF INT. HIP VAULT ------------ —ELEV AT 12'-4" jj0_ T.O.P. 11" RAISED SANG_ - KEYSTONE DBL. (TYP.) (SEE - DTL. B/SHT D1) - - ■ � CJ J ICI �I �I ICI f�l ICI " !� �I I_I �I it ICI IJ L■ fro � ICI ICI ICI �I ICI �I ICI RND. TAPERED EPS COL. TEMP. SIDE GRADE LINE (SEE DTL. D/SHT D1) LITE (ASSUMED) FRONT ELEVATION — 'A' SCALE: 1 4 77— 1 —0 77 T.O.M. -1" THK. X 6" RAISED SAND FINISH BANDING -OPT. COACH LIGHT (TYP.) _ELEV AT 0'-0" 1ST FLOOR FF SII 140 70656 =a:= •:Luz.9 S7ATE OF ':• �: •:•. �4*•:1 O R,p •dam ' 0 1fil.. 0 N 50% rrrnr111ki TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y FW BLACKPOINT 0 z Q 0 O U J J m j J J J 0— -0 W a: Q Zif Q O W W J m J m U O ❑❑❑❑❑ U Z 0 w D w N O w Of U) 0 J J z Q Q (3 Z J D m � O 0 0 ch c� z of 2 \ / m ~w cD o z //♦ �Z Q % c) z z ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 SHEET 3A ELEVA PONS - A 1 LINE OF 12 VAU ROOF VENTS (TYP.) 12 12 6 �� 16 LINE OF INT. HIP SHINGLE___ ---- VAULT ROOF ELEV AT 8'-8_ _-- - T.O.M. 00 I C.0 [I] - ELEV AT 0'-0" _ _ _ _ _ _ 1ST FLOOR FF TEXTURED GRADE LINE FINISH (ASSUMED) REAR ELEVATION SCALE: 1 8 = 1 -0 ROOF VENTS (TYP.) 12 6F/ LIN!5- INT. HI-- ELEV AT 8 -8" - ----- T,O.M.-- --_— —_ --- -------- T.O.M. ELEV AT 8-8" TEXTURED FINISH ELEV AT 0'-0' __.j;o_ 1 ST FLOOR FF 12 6 SHINGLE SHINGLE ROOF ROOF -� _ — — ELEV AT 12'-4" ENTRY CLG _ _ELEV AT_8'-8=_� T.O.M. TEXTURED FINISH HE ELEV AT 0 -0" --- 15T FLOOR FF --- ----------------------------- GRADE LINE (ASSUMED) 00 TEXTURED FINISH —------------------------- - --ELEV AT 0'-0" 1ST FLOOR FF 3 LEFT ELEVATION SCALE: 1 8 = 1 -0 ROOF VENTS (TYP.) 12 12 SHINGLE 6 ® 6 ROOF ELEV AT 12'_-4" j 2 LINE OF INT. HIP _ _ _ _ _ SHINGLE VAULT ENTRY CLG SHINGLE 6 ROOF -- ROOF ELEV AT 8 : 8" _ - _ ELEV AT 8'-8" _ T.O.M. T.O.M. 00 TEXTURED -1 101Qo EFINISH \%, ELEV AT 0'-0" ELEV AT 1ST FLOOR FF --------------------- ---------------------------------------- --- 1ST FLOOR FF GRADE LINE (ASSUMED) 02RIGHT ELEVATION SCALE: 1 8 - 1 - 0 BA'di;,, ON (TYP P��ii itll LiNL Cif INT HIP VAU: I" RAI'.l b `',AND 0,41 N [)ht.Fl�1ONF TYF'.) (SLi I)il. B/';III U1) 1 / lfik, X 6 R11`.& 1.) ,AN[i I INC;II UANDINra t LF'u A I ,, D" .0.M F-—— — — — — —- I� II II ROOF VENTS I I II � (TYP) 6:12 SLOPE13 o II II II II II II II 13 II II II 4CL II II KNEE WALL P�� a II KNEE WALL o w II Gql� I i12 611 �� RID t JP I o LQP SL E 6:12 i II i SLOP 6. o i CRIC II N� PE���'P Na- ------------ ------------ TYP. OVERHANG AT HIP (U.N.0) R00F PLAN - ELEVATION 'A' SCALE: 1 8 1 0 HN'JI-U SAN[! i INI'lH FIP>r;'il BANIANi, (lYP.) 1 1 /'?" THR. Ci" kAISFD 401D k=WISH sAhll)IN(: XiLii�''[i I`;I N I FHh X. R�+I`F(_�i SAH[) INI6I1 L;K 1ti I tNI�H Fsa.tdUlP��� , FRONT ELEVATION - 'A' SCALE: 1 4 - 1 0 77 PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. -- THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY OK BLAC KPOI NT ENABL.EC; 0 z a 0 j - m OUJ j J J -� J W J 'c p O z > Q J W Q -i(r W J m0LE0-j ❑ ❑ ❑ ❑ ❑ U z 0 w w O th w V) 0 �' vR • J J z a z z J m0 z �z O Qo � N D \ m 2 / �w CD 0 //♦ Q / c,z _j z (u) ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 _ 04123112 05111111 12131110 08105110 03111110 SHEET 3AM 1 ELEV AT 8'-8" T.O.M. ELEV AT 0_0"— 1ST FLOOR FF — (TYP.) 12 12 LINE OF INT. HIP 6 �� �6 VAULT SHINGLE ROOF 00 i TEXTURED FINISH REAR ELEVATION SCALE: 1 8 = 1 —0 ROOF VENTS (TYP.) 12 / LINE OF INT. HIP VAUL _ -- ELEV AT 8_-8" - ---- T O.M.--- GRADE LINE (ASSUMED) SHINGLE ROOF -� TEXTURED FINISH ELEV AT 0'-0" 1SEFLOOR--- ----------------------------------- GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1 8 = 1 —0 ROOF VENTS (TYP.) 12 0 SHINGLE 6 ROOF ELEV AT 12'_-4" ENTRY CLG _ ELEV AT 8'-8" _ T.O.M. LINE OF INT. HIP VAULT ELEV AT 8'4'__.j� T.O.M. TEXTURED FINISH ____________ _ —ELEV AT O'-0" 1ST FLOOR FF IF 12 6 SHINGLE ROOF -- -- -- — --ELEV AT 12'_4" _ ENTRY CLG ELEV AT 8'-8" _ UO U T.O.M. 0 2'-0" TYP 0o TEXTURED RETURN CAD FINISH -.� AT SIDES SHINGLE ROOF 12 6 LINE OF INT. HIP VAULT 2'-0" TYP. RETURN ao TEXTURED AT SIDES � FINISH 0 ELEVAT0'-0° —------------------------- ----------------------- ----------------- 1ST FLOOR FF GRADE LINE (ASSUMED) 2 RIGHT ELEVAT ON SCALE: 1 8 = 1 — 0 ELEV AT 0'-0" 1ST FLOOR FF ELEV AT_ 8'-8" _ T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF TYP. OVERHANG AT HIP (U.N.0) ROOF PLAN_ SCALE: 1%8 12 6 1/2" THK. X 10" RAISED SAND FINISH BANDING (TYP.) 1" THK. X 2" RAISED SAND FINISH BANDING (TYP.) LINE OF INT. HIP VAULT -\ EPS BRACKET (TYP.) - (SEE DTL. G/SHT D1) ELEV_AT 8'-8" T.O.M.------- SEE DTL. I/SHT D1 FOR SIZE REQ. 1 1 /2" THK. X 4" RAISED — SAND FINISH BANDING 1 " THK. X 2" RAISED SAND FINISH BANDING TEXTURED FINISH 12 6 r262'- 2'-6" 2'-6" 12 6 ELEVATION 'B' 1 7-0 77 ROOF VENTS (TYP.) 12 6 SHINGLE ROOF (TYP.) ZICKET 6 12 \ 2'-4" 2'-4" 2'-4" 2'L-4 LINE OF INT. HIP VAULT -- — - — - — - --- —ELEV AT 12'-4" T.O.P. —1—all I IN LEI IN IN IN IN IN MEN ICI I-allialICI IC111 1 10- I jnI,lI ICI ICI ICI ICI IJ I_,,, AF�JLEY AT 0'-0" _—_—__ 1 ST FLOOR FF EPS WINDOW SILL (TYP.) J (SEE DTL. H/SHT D1) RND. TAPERED EPS COL., �1° THK. X 2" RAISE�TEMP. SIDE GRADE LINE (SEE DTL. D/SHT D1) SAND FINISH BANDING LITE (ASSUMED) 2" THK. X 6" RAISED SAND FINISH BANDING FRONT EVAT ON — 'B' SCALE: 4 = 1 7 —0 77 PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. _—ELEV AT 8'_8" T.O.M. 1 1 /2" THK. X 4" RAISED SAND FINISH BANDING OPT. COACH LIGHT (TYP.) 1" THK. X 2" RAISED SAND FINISH BANDING ELEV AT 0'=0" 1 ST FLOOR FF ;• No 70658 :Q: W: • STATE OF tcI ', , 2 �. 144 l�j �ONA K s 's�`� TAMPA Cl VIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE 1N COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y U z Q 0 j= � O U J J J J J LL J Q 0 11—.1�pz Q J W r m U LL O j D ❑❑❑❑❑ U z n LL 0 w � D w 0 w C� R 0 v J J z Q 0 Z z D m 0 OIt z N Z o O O _ m w o z //♦ 0-Z oz z 0 ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08/05/10 03111110 ET a I� /6BLACKPOI NT E va riots — e ENABLED ELEV AT 0'-0" 1ST FLOOR FF ROOF VENTS (TYP.) 12 12 LINE OF INT. HIP 6 ��\ �- �6 VAULT SHINGLE ROOF TEXTURED-// FINISH REAR ELEVATION SCALE: 1 8 = 1 —0 ROOF VENTS (TYP.) 12 i 0 LINE OF INT. HIP VAUL _ - - ELEV AT 8_.M. -8" - - ------ T O--- GRADE LINE (ASSUMED) SHINGLE ROOF -� TEXTURED--_,." TEXTURED FINISH ELEV AT 0'-0" 1ST- L`OR-F--- - — - — - - --------------------------- 10 GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1 8 = SHINGLE ROOF ELEV AT 12 _-4" ENTRY CLG ELEV AT 8 -8" ----- T.O.M. 12 6 NEI LINE OF INT. HIP VAULT 12 6 _ELEV AT 8'-8"_ -0- T.O.M. URED H ELEV AL- 0'-0-1 ST FLOOR FF SHINGLE ROOF -- -- ------ ELEV AT 12' ENTRY CLG ELEV AT 8-8 T.O.M. 2'-0" TYP 00 TEXTURED RETURN to 0 FINISH AT SIDES 1'-0" ROOF VENTS (TYP.) SHINGLE ROOF -� 12 6 2'-0" TYP. RETURN 00 N*�­TEXTURED AT SIDES � FINISH 0 ELEVATRF---------------------------------------- --------------------- 1ST FLOOR FF GRADE LINE (ASSUMED) 2 RIGHT ELEVATION SCALE: 1 8 = 1'-0" ELEV AT 0'-0' FLOORIST �� - LINE OF INT. HIP VAULT _— ELEV AT 8'-8" _ T.O.M. ELEV AT 0'-0" 1ST FLOOR FF 1/2" THK. X 10" RAISED SAND FINISH BANDING (TYP.) 1" THK. X 2" RAISED SAND FINISH BANDING (TYP.) LINE OF INT. HIP VAULT EPS BRACKET (TYP.) - (SEE DTL. G/SHT D1) A[-� EELEV_AT 8'-8" Y I.O.M.------- SEE DTL. I/SHT D1 FOR SIZE REQ. 1 1/2" THK. X 4" RAISED SAND FINISH BANDING 1 " THK. X 2" RAISED — SAND FINISH BANDING TEXTURED FINISH 12 6 -2'" 2'-6" 2'-6- No!'I11 ■-! ! III TYP. OVERHANG AT HIP (U.N.0) �ROOF PLAN — ELEVATION 'B' SCALE: 1 /8" 1'-0" ROOF VENTS 12 (TYP.) 6 12 6 SHINGLE ROOF 12 (TYP.) 6 -2" 1' 1'-9" 1'-9" " _2 " CRICKET 12 -- _-- -- -- -- -�-_-- 6- - - - - - - - - rrri. IIIIIIIIIIIIIIIII LINE OF INT. HIP VAULT ELE------------ —T.O. AT 12'-4 T.O.P. 10 �II 1, Ilion II IrnFlull IN ICI II ICI ICI ICI ELEV AT 0'-0" 1ST FLOOR FF-------------------- -- - - - - -- - - -- - EPS WINDOW SILL (TYP.) RND. TAPERED EPS COL. 1" THK. X 2" RAISED TEMP. SIDE GRADE LINE (SEE DTL. H/SHT D1) (SEE DTL. D/SHT D1) SAND FINISH BANDING LITE (ASSUMED) 2" THK. X 6" RAISED SAND FINISH BANDING 1 FRONT ELEVATION — 'B' DOUBLE OVERHEAD GARAGE DOORS SCALE: 1 4 = 1 —0 PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. --ELEV AT 8'=8" T.O.M. -1 1/2" THK. X 4" RAISED SAND FINISH BANDING - OPT. COACH LIGHT (TYP.) 1" THK. X 2" RAISED SAND FINISH BANDING ELEV AT 0'-0" 1 ST FLOOR FF �` 0. 011 CO(1����� `;Q`�•GEN•• C,S,�0 ? No 70658 �¢= to • $TAT E OF •' lV � i F O R••. •�C��. 10 N P'v TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y FA BLACKPOINT ENABLED U z Q 0 m ir O 0 J j J J LL J Q O W— 0 z Q r m0u-0-j Q -1 W D ❑❑❑❑❑ U Z o ^ w LL Of w O w V) _ V J J z ¢ 0 z m O Z oz � O N m _ � w c� O 0 � tj�o z % Oo z a z O ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08/05/10 03111110 .1 lL`I;11l ROOF VENTS (TYP. ) 12 12 SHINGLE ROOF LINE OF INT. HIP VAULT I MA El ff,"; .. I ELEV AT 0'-O" 1ST FLOOR FF TEXTURED-/ FINISH REAR ELEVATION SCALE: 1 8 = 1 ROOF VENTS (TYP.) 12 i L LINE OF INT. HIP VAUL - -- ELEV AT 8'-8" T.O.M.--- Cl] GRADE LINE (ASSUMED) URED 'H ELEV AT 0'-0" 1 ST FLOOR FF 12 6 SHINGLE SHINGLE ROOF ROOF —_ - — — — — ELEV AT 12'_4" ENTRY CLG ELEV AT T.O.M. TEXTURED\ FINISH �a ELEV AT 0'-0" 1ST -FL 0R7F---- --- -- — - — - — - — - — - — - — - — - — ---- -- GRADE LINE1110 (ASSUMED) ELEV AT 12 -4" _ _ ENTRY CLG ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF LEFT ELEVATION SCALE: 1 8 = 1 -0 12 SHINGLE ROOF �_ 12 SHINGLE 6 ROOF ROOF VENTS (TYP.) 0 LYL 2'-0" TYP ao0 TEXTURED RETURN to FINISH AT SIDES ELEV_ AT 0'-0" —------------------------- - ---1ST FLOOR FF`-- ® 0 I0 SHINGLE ROOF 12 6 LINE OF INT. HIP VAULT —_ELEV AT_8'-8" T.O.M. ao TEXTURED FINISH ------------------- ----- --------------------------------------- ---ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE (ASSUMED) 2 RIGHT ELEVATION S C A L E: 1 8 = 1— 0 1-1/2" THK. X 10" RAISED SAND FINISH BANDING (TYP.) 1" THK. X 2" RAISED SAND FINISH BANDING (TYP.) LINE OF INT. HIP VAULT 12 -- EPS BRACKET (TYP.) 6 _ (SEE DTL. G/SHT D1) - - ELEV AT 8'-8 = T.O.M. SEE DTL. I/SHT D1 FOR SIZE REQ. 1 1 /2" THK. X 4" RAISED — SAND FINISH BANDING 1 " THK. X 2" RAISED SAND FINISH BANDING TEXTURED FINISH ELEV AT 0'-0" 1ST FLOOR FF PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. TYP. OVERHANG AT HIP (U.N.0) �ROOF PLAN - ELEVATION 'B' SCALE: 1 /8" 11'-0" 12 6� 12 6 -2 n 1 1 l a l l 1- " -2 --- - — - L - — - -- -- ROOF VENTS (TYP.) 12 6 SHINGLE ROOF RICKET 12 OF INT. HIP VAULT --- 6 —----------- -------- - 1 ELEV AT 12 -4" ---------- T.O.P. 8". • IN" I,�'� ■ �I ■ ��■i�_�i�:�G�:�i�'o�i■tom ��� j j j j EMO � � " ��� I �� �TI ■ ��' I —I■ �I I �I ICI ICI �I I ICI ICI I it ICI ICI � I ICI ICI LEI I I ICI I� ICI I LII�II�II_,,, 11L ' �i: j� 111, a,III �_'� EPS WINDOW SILL (TYP.) RND. TAPERED EPS COL. 1" THK. X 2" RAISED TEMP. SIDE (SEE DTL. H/SHT D1) (SEE DTL. D/SHT D1) SAND FINISH BANDING LITE 2" THK. X 6" RAISED SAND FINISH BANDING FRONT EVATION - 'B' SCALE: 4 = 1 -0 11 GRADE LINE (ASSUMED) _ELEV AT 8'-8� T.O.M. 1 1 /2" THK. X 4" RAISED SAND FINISH BANDING OPT. COACH LIGHT (TYP.) -- 1 " THK. X 2" RAISED SAND FINISH BANDING ELEV AT 0'-0" 1ST FLOOR FF ��t�tttttth,� �0Y CO(1C 70858 • r * :cr: = :W- 1:1 STATE OF 0 Ft �IzS I'3 TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y BLACKPOINT ENABLED U z Q 0 m O U J J J LL J Q O W Q Z J Q W MULL D Co ❑ ❑ ❑ ❑ ❑ U Z 0 0 Li w Li w O w 0 V J J z Q 0 Z Z J d D m O 0 Illm z M_z O � o0 N � in= F- w 0 mm z Q % 0 0 z J z O ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 SH .2 . ___.. _1 _ '9. 1 11II II 1. _ I I (TYP.) 12 12 LINE OF INT. HIP 6 _�� �6 VAULT SHINGLE ROOF LINE OF INT. HIP VAULT ELEV AT 8'-8" ---- ELEV AT 8'-8"_q� -- T.O.M-------- ----- - TEXT °I FINIS QD E0 r- ELEV AT 0'-0' 1ST FLOOR FF TEXTURED - FINISH REAR ELEVATION SCALE: 1 8 = 1 ROOF VENTS (TYP.) 12 LINE OF INT. HIP VAUL ELEV AT 8-8" _. v--- T O.M.-- 11 GRADE LINE-� (ASSUMED) T.O.M. URED H -ELEV AT 0'-0" 1 ST FLOOR FF 6 SHINGLE SHINGLE ROOF ROOF TEXTURED-,,,"" LIM -][AFINISH ELEV AT 0'-0" 1ST FLOOR FF--- ----------------------------------- GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1 8 = 1 -0 SHINGLE ROOF ELEV ATI2'_-4" ENTRY CLG _ ELEV AT 8'-8" _ T.O.M. 00 TEXTURED 2'-0" TYP. CID FINISH RETURN AT SIDES ----- - - - - ROOF VENTS (TYP.) 12 6 ® o SHINGLE ROOF 12 �6 J2'-0" TYP O0 TEXTURED RETURN FINISH ELEV AT 0'-0" _T SIDES ------------------- ----------------------------------- 1 ST FLOOR FF GRADE LINE (ASSUMED) :2DRIGHT ELEVATION SCALE. 1 8 - 1 -0 LINE OF INT. HIP VAULT _ ELEV AT 12' _ 4" _ ENTRY CLG ELEV AT 8'-8" T.O.M. - ELEV AT 0'-0" 1ST FLOOR FF - __q� _-_ ELEV AT 8'-8" T.O.M. _ _ ELEV AT 0'-0" 1 ST FLOOR FF II II II II II II II II 6:12 I i S� LLOPE II II I II II II II II II II II �1 KNEE WALL II II I I I G9��F1 w CD II 6:12 _ SLOPE ROOF PLAN SCALE. 1 8 1/2" THK. X 6" RAISED SAND FINISH BANDING SHINGLE ROOF (TYP.) 1" THK. X 6" RAISED SAND FINISH BANDING (TYP.) LINE OF INT. HIP VAULT -\ 1 1/2" THK. X 6" RAISED SAND FINISH BANDING (TYP.) ELEV AT 8'_ 8" IF T.O.M. ------ 2" THK. X 2" RAISED SAND FINISH BANDING (TYP.) 1 1/2" THK. X 6" RAISED SAND FIN. BANDING (TYP.) 1" THK. X 6" RAISED SAND FINISH BANDING (TYP.) TEXTURED FINISH DRYSTACK LEDGESTONE VENEER (TYP.) ELEV AT 0'-0" 1ST FLOOR FF 'T JIVNL VAr (TYP.)(SEE DTL. F/SHT D2) J VI VI"11\L 1I11 LI\LU LI J COLUMNS (SEE DTL. C/SHT D2) FRONT ELEVATION SCALE: 1 4 = 1 II II II II II II II II II II _ II II -�_______ I� N c II II II II LITE v v� 'C' O 77 I' ROOF VENTS II (TYP) I � II I 0 6:12 I I SLOPE I I c,4W 0 (OV) FF-- i I KNEE WALL -_ _- - 12 6:1 I SLQPyi St PPE J ; I1 1 CRICKET 6:12 0 - - SLOPE 11 R LL =�- C, ELEVATION 'C' 1 -0 ROOF VENTS (TYP.) II II II I� II II II II II II II II II II II II II II II II TYP. OVERHANG AT GABLE (U.N.0) TYP. OVERHANG AT EAVE (U.N.0) EPS BRACKET (TYP.) (SEE DTL. A/SHT D2) PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. 1" THK. RAISED SAND FINISH BANDING (TYP.) (SEE DTL. B/SHT D2) LINE OF INT. HIP VAULT -- -------------- -ELEV AT 12'-4" T.O.P. 2" THK. X 2" RAISED SAND FINISH BANDING (TYP.) --------- --- ---- - - --ELEV AT 8,-8„ 4'-6" 4'-6" T.O.M. 1 1 /2" THK. X 6" RAISED SAND FINISH BANDING OPT. COACH LIGHT (TYP.) UMMUL LIIVL (ASSUMED) ELEV AT 0'-0_ 1ST FLOOR FF 1 1/2" THK. X 6" RAISED SAND FINISH BANDING (TYP. ABV. STONE CAP) co ` 'q`.•GENS •.;S' �i� No 70658 ' I. •*• CC AlS W� STATE OF F •..• S�ON A`'"'k?,`�� TAMPA CIVIL. 0F_S/GN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y BLACKPOINT FNABLEC) U Z Q U U J JUL J —� 0 J -i 0 W a a a < oC p ZZME a Q J z W J J m U u_ O 0 ❑ ❑ ❑ ❑ ❑ U Z n IL Q > > D w O w C� V J J 7 Q U Z J cc m Of 0 p Ill N Z o� m _ �w 0 = a ov z z 0 ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 SH A T/ON-% — C I I I I I Ll it 1 - _ L. ROOF VENTS (TYP.) 12 12 LINE OF I 6 ��6 LINE OF INT. HIP 12 VAU SHINGLEJ� VAULT 6 ROOF ELEV AT 8'-8" - - - ELEV AT_8'-8" T.O.M. T 0 M 0 � I ELEV AT 1ST FLOOR FF TEXTURED FINISH ELEV AT 0'-0° 1ST FLOOR FF TEXTURED GRADE LINE FINISH (ASSUMED) REAR ELEVATION SCALE: 1 8 = 1 -0 ROOF VENTS (TYP.) 12 6�/ LINE OF INT. HIP VAUL - ELEV AT 8 -8" ---` ----- T.O.M. SHINGLE ROOF 12 6 SHINGLE ROOF TEXTURED Qo TEXTURED FINISH 1 FINISH 2'-0" TYP, RETURN ELEV AT 0 -0 AT SIDES 1ST FLOORFF--- --------------------------------- ----------------------- GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1 8 77= 1 -0 — — ELEV AT 12'-44" ENTRY CLG — ELEV AT 8'-8" _ T.O.M. ELEV AT 0'-0" 1ST FLOOR FF ROOF VENTS (TYP.) 12 12 6 6� � SHINGLE ROOF LINE ELEV AT 12_-4 __ _ _ _ 12 SHINGLE VAULT F INT. HIP ENTRY CLG-SHINGLE 6 ROOF „ ROOF - _ „ ELEV AT 8= 8 _ - _ ELEV AT 8 -8 _ T.O.M. T.O.M. aoE_ TEXTURED -1 T LiFINISH ELEV AT 0'-0" ELEV AT 1ST FLOOR FF —---------------- ---------------------------------------------- --- 41 1ST FLOOR FF _�J-----LL ----- II II li I --- it I II II II II I L-L- ----=JJ II I I� I N W CD ca O II II II II II 0 0 II II II ROOF VENTS I I II � (TYP) I II I� II 6:, 2 SLOPE W CD _ a �I II II II a I� II II CN �I o KNEE WALL �l� KNEE WALL I G ql��SLpPE I 12 6:1 II SLq i TYP. OVERHANG I of i I r---- ; II i E- 1 1- J CRICKET :12 L o ql�� AT GABLE (U.N. O) II 12 SLOPE SLOPE 00 12 --- — — — — — — — TYP. OVERHANG AT EAVE (U.N.0) ROOF PLAN — ELEVATION 5 SCALE: 1 8 = 1 —0 GRADE LINE 12 (ASSUMED) 6 RIG H T ELEVATION SAND2FIN FINISH BANDING :2: RAISED SCALE : 1 8 = 1 — 0 SHINGLE ROOF ) 1" THK. X 6" RAISED SAND FINISH BANDING (TYP.) LINE OF INT. HIP VAULT 12 1 1/2" THK. X 6" RAISED SAND FINISH BANDING (TYP.) 6 ROOF VENTS (TYP.) PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. 12 EPS BRACKET (TYP.) 6 (SEE DTL. A/SHT D2) 2" THK. X 2" RAISED 1" THK. RAISED SAND FINISH SAND FINISH BANDING BANDING (TYP.) (SEE DTL. B/SHT D2) \12 CRICKET 12 OF INT. HIP VAULT 6 f 6 12 ELEV AT 12'-4" — — - -- - - -------- - — - - — - — - — - — - — - T.O.P. ----� 2" THK. X 2" RAISED SAND FINISH BANDING (TYP.) ELEV AT 8'-8" 1 1 Rol rltitittl��-�'���r'It���■�1��/��'� �� • 1 1 1 1 1 FRONT ELEVATION - 'C' SCALE: 1 4 77= 1 -0 ff T.O.M. SAND FINISH BANDING IN 1-811-al 6=' !vai I■) I■I I I I■I I■) I■I I■I C ICI ICI 1 • I 1�1 ICI ICI 1�1 w♦�:����� GRADE LINE (ASSUMED) 4" STONE CAP (TYP.)(SEE DTL. F/SHT D2) ELEV AT 0'-0" 1ST FLOOR FF . 01 COV 0 qb N0 70658 �l " * CC _ • : LU STATE OF •�_� •,ct O Ft p Z. Sl0 N A ` 1,/111111� TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 7006 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y BLAC KPOI NT FNABL D Z a inj J U J U J J 0 -� Q J Q � WW 5 W Q m Z Q W � W OJ � J m0LLO-j D _ _ _ cf) 00000 U ZQ IL w � Dw O w c N V J J Z Q Q U z •J a. :D � 0 0 Om z �z o� m _ /, � w 0 0 Z ` //♦ IZ o o z Q % Z O ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 SHEE 3 .1 - -_ !.. LI , I I I - -- ROOF VENTS (TYP.) 12 6 LINE OF INT. HIP VAULT SHINGLE ROOF ELEV AT 8'-8" - - - T.O.M. 0 I I ELEV AT0'-0"—_ 1ST FLOOR FF TEXTURED GRADE LINE FINISH (ASSUMED) REAR ELEVATION SCALE: 1 8 71= 1 -0 ROOF VENTS (TYP.) 12 6F—/ LINE OF INT. HIP VAUL - -- ELEV AT 8-8' __--- .. -----T.-b.M-- 12 �6 LINE OF INT. HIP VAULT —_--- -- --- ELEV AT 8'-8"_q�_ T.O.M. TEXTURED FINISH —ELEV AT 0'-0" 1ST FLOOR FF 0 6 SHINGLE SHINGLE ROOF ROOF TEXTURED FINISH ELEV AT 0'-0" -- 1ST FLOOR FF--- -------------------------------- GRADE LINE 1/10 (ASSUMED) LEFT ELEVATION SCALE: 1 8 = 1 -0 SHINGLE ROOF -0ELEV AT 12'-4" -E T OLD -------------- ELEV AT 8'-8" T.O.M. 12 6 ROOF VENTS (TYP.) 0 0 2'-0" TYP ao TEXTURED RETURN FINISH -� AT SIDES 12 6 — — ELEV AT 12' _ 4" ENTRY CLG ELEV AT 8'-8" T.O.M. ELEV_ AT 0'-0" 1ST FLOOR FF LINE OF INT. HIP SHINGLE VAULT ROOF — ELEV AT 8'- T.O.M. 2'-0" TYP. ao TEXTURED RETURN0 AT SIDES 1.0 FINISH ELEV" AT 0'-0" ELEV AT 0'-0' 1ST FLOOR FF -- - ---- — - — - — - — - — - — - — - — - — --- ----------------------------------------- --- 1ST FLOOR FF GRADE LINE (ASSUMED) 2 RIGHT ELEVATION 77 SCALE: 1 8 = 1 -0 3'-8. TYP. ROOF PLAN - ELEVATION 'D' SCALE: 1 8 = 1 -0 77 11" RAISED SAND FINISH KEYSTONE (SEE DTL. H/SHT D2) 1" THK. X 6" RAISED SAND FINISH BANDING (TYP.) 8" RAISED SAND FINISH KEYSTONE (SEE DTL. G/SHT D2) 12 -- LINE OF INT. HIP VAULT 6 1" THK. X 6" RAISED SAND FINISH BANDING (TYP.) ET.ELCV_AT 8'-8" -- — -- - - — -— O.M. 18"X63" DECO. EPS SHUTTER (SEE DTL. L/SHT D2) 00 I TEXTURED FINISH At,,, ELEV AT 0'=0° ----- — - — - — - — — - — - — - -------- Y 1ST FLOOR FF 1" THK. X 6" RAISED SAND 12" X 8'-0" TALL SQUARE EPS FINISH BANDING (TYP.) COLUMN (SEE DTL. I/SHT D2) FRONT ELEVATION - 'D' SCALE: 1 4 77- 1 -0 77 ROOF VENTS 12 (TYP.) 6 12 6 12 6 6 CRICKET 12 PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. r TYP. OVERHANG 00 AT GABLE (U.N.0) TYP. OVERHANG AT HIP (U.N.0) EPSLOUVER WITH KEYSTONE J(SEED�TL. M/SHT D2)LINE OF INT. HIP VAULT ---------- — ---ELEV AT 12'-4" T.O.P. 1" THK. X 6" RAISED SAND FINISH BANDING (TYP.) a � 11 " RAISED SAND FINISH 7 wElo-FeKEYSTONE SEE DTL. H SH �[�Fr OPT. 9., P®®®®®®®� LO TEMP. SIDE GRADE LINE LITE (ASSUMED) T.O.M. " -1 THK. X 6 RAISED SAND FINISH BANDING (TYP.) -OPT. COACH LIGHT (TYP.) _ _ELEV AT 0'-0' 1ST FLOOR FF 00 0,1 No 10658 '; ♦r • r r ' STATE OF •�W: �� O .• OPT N �. 0 Ft r34i�4S`S�ONA�-��•``. TAMPA CIVIL. DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDEN TI AL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y BLACKPOINT FNABLED 0 z Q p O U J J m LL J J J Q 0 W <p Z Q O�w W J a: J m U LE O D _ _ _ cf)❑❑❑❑a U z 0 D V) w W O w N 0TL V J J Q _z 0 z z J_ a 5 � Om D 0 z N Z 0 � o N � O in 7 w o o z ` o z z I J z O ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 �*Z"- ELEIWION_W D 12 IFLIII ELEV AT 0'-0" 1ST FLOOR FF LINE OF INT. HIP VAUL ELEV AT 8 - ..�--- T O.M.-- - ROOF VENTS (TYP.) 12 12 LINE OF I 6 T6 LINE OF INT. HIP VAU SHINGLE VAULT ROOF TEXTURED J FINISH REAR ELEVATION SCALE: 1 8 1 on ROOF VENTS (TYP.) 12 i 1 GRADE LINE- / (ASSUMED) SHINGLE ROOF -� TEXTURED FINISH ELEV AT 0'-0" - — - — - — - — - — - — - — - — - — - - - - — - --- GRADE LINE (ASSUMED) LEFT ELEVATION 73 SCALE: 1 8 = 1 —0 12 6 ELEV AT 8'-8"-_4jb T.O.M. URED H ELEV AT 0'-0" 1ST FLOOR FF SHINGLE ROOF _ELEV AT 12'_4" ENTRY CLG ELET.O. AT 8'-8T T.O.M. 2'-0" TYP 0o TEXTURED RETURN co FINISH T` AT SIDES —------------------- - - - - - -ELEV AT R FF - 1ST FLOOR FF — ROOF VENTS (TYP.) 12 12 SHINGLE;;;,,,. 6 F � � T 6 ROOF LINE OF INT. HIP ELEV AT 12'-4" _ 12 SHINGLE VAULT TRY CLG - SHINGLE 6 ROOF — ROOF '-8" _ ELEV AT 8'-8' ELEV AT 8 --- - T.O.M. ---T.O.M. -----� 00 TEXTURED FINISH ELEV AT 0'-0" _ _ _ _ _ _ _ _ _ _ ELEV AT 0'-0' 1 ST FLOOR FF 1 ST FLOOR FF GRADE LINE (ASSUMED) 2 RIGHT ELEVATION - SCALE: 1 8 = 1 0 .'k. TYP. OVERHANG AT GABLE (U.N.0) 3'-8" TYP. ROOF PLAN — ELEVATION 'D' SCALE: 1 8 1 —0 FRONT ELEVATION — 'D' SCALE: 1 4 = 1 —0 TYP. OVERHANG AT HIP (U.N.0) +1pm11F7nm1 IN IN ICI CI 101 F J�I PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. CO�C No 70658 ••: * 'a:= STATE OF 'lci ID N /ONA._ � TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 0 z Q 0 >- m O j v J J J 0 Ill J Q p 0 Z j Q w J W U O ,J LL I� O W J m D 2 2 2 ❑ ❑ ❑ ❑ ❑ U z _ o w O w V) C� 0 J z Q 0 z z J n- m 0 CD CD p - z O � o6 N � \ m LLJ g 0 o 4 xa\ Q � ZN�p � z z ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 3D.1 BLACKPOINT - Y4- I 1 1.111 I I I _ I I : -_ — - - _.I I -I II' - I 1 1 1 1 I. 11 I- _L__ I _ I _ 1_I _ I I _i I I - 1 -------------11 ON-Q BOX I (16" X 28") I I I I I I I ATTACH TO STUD 00 I � I I "r --_-_- I RANGER I i AMERICAN (14" X 14") I --- �j CLOSET If�J N WALL 11 TYP. STUD AT I< 2'-6„ I. 24" O.C. W/�SCA ---------------J■ 5'-0" 1 4'-8" AC DISCONN. GP 6 -4 6 -4 MASTER SUITE</ <\ r- - STD LIGHT/ROUGH-IN \ BREAKFAST LANAI FOR FAN LIGHT ■ / = r I \ 1' / ROUGH-IN/TOR -- FAN,/LLI HT Ti \ '\ WP GFI II I ®s" I KITCHEN \ ,,� OPT CABLE </ J OUTLET ® 72" \ I All i I (� SD / _ \ o I 3'-11" 3'-11" 3'-" 6'-5 6'-0" 00 I' o G I -- — ----- ' N I — FAMILY ' I ■ I I I GFI �i '''> I I / I - - ----- � �- nl I ■ co ROUGH IN FOR FAN/LIGHT — "' Ll o - - o T _---- - --__ N nil -+---- ------------ °loll■ ------------ --------------- 3 ON-Q SEC. SYS. AEE DTL A/ SHT 4) 1 fill \ BATH F \ GF N j 1 3'-2" DINING LIVING � _ J 3'-3" L 6'-4" 2'-10" 5'-5" o /00_ I I / - CV 42) N SD DEN Ln 41 I 5'-6ll 5' ,11 i 3 i �_-- = I T Ichl .-K.I N I ---------- BEDROOM 3 I F - I =;_y ROUGH -IN FOR 2'-4" FAN/LIGHT I I /i I \ L22 __LI 1 5'-11" UTI Vrf J I IE I � ROUGH -IN F4 i 1 N I �® I' O CD` \FAN/LIGHT i �'� V mim BEDROO� 2,/ ROUGH -IN / FOR FAN/LIGHT , /> �5'-10" loll 0 FOYE� SD % ELECTRICAL PLAN 2'-11 ~ / PUSH BUTTON GFI @ 42" i FOR G.D.O. 00 LIGHT AND 1 SWITCH IN - — - GFI ATTIC )_�W.S. LOOP ® 42" IN GARAGE L-- —_ JDRA 9'-4" 9'-4" ■ = 48 = PUSH BUTTON CLG. OUTLET FOR FOR DOOR BELL G.D. OPENER I = ,Q, ■ i a' ELEC. N '-4" 2'-4" PANEL -------------------------------------- --r _ / I If RIG. WPC I `� Al 42" ■ / / GFI i l � I I I \ IN NEI Irk ■■ ■ PRE -WIRE PRE -WIRE AT 6'-0"-� _"� AT 6'-0" ELEC. METER ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER N.E.C. 210.8 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARC FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS AS SPECIFIED PER N.E.C. 210.12 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 4 PLEX OUTLET -,O-WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE A.C. LIGHT FIXTURE WITH PULL CHAIN •� TRACK LIGHT 24 24" FLOURESCENT LIGHT FIXTURE 48 ___] 48" FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®p ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) sD COMBINATION CARBON MONOXIDE / SMOKE DETECTOR UNIT 0 THERMOSTAT TELEPHONE (OPTIONAL) N❑ TELEVISION (OPTIONAL) �I ELECTRIC METER ELECTRIC PANEL owl DISCONNECT SWITCH PREWIRE AND ROUGH -IN FOR CEILING FAN J AND LIGHT ,NOTES.- 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AS INDICATED ON PLANS, 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" TELEPHONE ......... 14" GFI OUTLETS ...... 42" TELEVISION .......... 14" 3. ALL COMBINATION CARBON MONOXIDE / SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED COMBINATION CARBON MONOXIDE / SMOKE DETECTORS. 4. ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE ON A A.F.C.I. PROTECTED CIRCUIT. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.E.C. 2008, F.B.C. 2010, N.F.P.A. 70/2010, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. SCALE: 1/8" -1' a 11x17 MBLACKPOINT 1/4" - 1' * 22x34 ENABLED Z Q J EL Q U Z cr j-OUJJ m j J J J oaQ$ W < a z ir � ogw U LE O J 'J)❑❑❑❑❑ U Z Llli Q W > w OW cr 0 J J Z Q Q U z m 0 0 0 N z O � f o N � m _ > � W �0 z Q �� % � z J Z O ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 SHEET 4 ELECTRICAL PLAN a n n n I n " z ni �� i �' c � n � n" � cn �' n � n" �' a" i z'_n" ')" J I V LL v v v 12 —2 FILLER FILLER WBC3030L W2130L W213OR W3012 W213OU W213OR W1830 W3612 F I N PANTFY 4" B.S. TYP. . REF. SPACE RANGE o I M " I 3 BO0. 3 B O I 2'-6n I 3846" Iv6-'B1R I 3 -4n 3 PULL A STD. KITCHEN DIVIDER WALL MASTER BATH 12 -12 FL 2'-6" 1. FILLER FILLER. W3030 W3330 W3330 COMMUNICATION CENTER " F342 KNEE SPACE 618L B36 2'-8" l'-6" I_ 3'-0" B STD. KITCHEN ARCH @ DEN LT. FIXTURES pep B� C� M.C. MIRROR 3" 3" 0 I � � I FILLER VS30BBH VS30BBH 3 2'-6" '4" 2' 11 VDB18B6 MASTER BATH 00 I 00 cl r OPEN TO FAMILY ROOM SINK W/ DISP--� n'. I 818L SB36 EP3LL l'-6" S-0" 2,_ n 3" C STD. KITCHEN ARCH @ MASTER MASTER BATH 00 I 00 I co -9" 2'-6" l'- 30R W3012 W21. MIC 0 TV 4" E RANGE 2'-6" STD. KITCHEN — MICROWAVE FILLER- � VS30BBH 1" 2'-6" BATH 1 00 I 0 I �n 12" SHELF HANSEN OPT. BOX LAUNDRY TUB D W� r� 7 d 1 h" v 1 A" f1RYF'R VENT RECESS UTILITY ROOM ��•0MY coy N0 70658 •: �' • ;W- • STATE Of w: 9•XON • TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 706M I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY SCALE: 1/8' - 1' w 11x17 F9 BLACKPOINT 1/4" - 1' 22x34 ENABLED 0 z Q 0 O V J J m LL J J J oJQg� �w--�oz Fes- p w �Uuu-0-j ❑❑❑❑❑ U z _ o w ly O w ac I� J v J z Q z Z J a 0 O m � c� z N z O Nm m _ w 2 � go ro z '- Z a %0 z ` uu ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 SHEET 5 INTERIOR ELEVATIONS a i 1"]/1'IN l- rmI Iel el r- ` Ar n A n !� n BUILDING SECTION onnc =1 IC`C`CC` Ar 1)A" n n BUILDING SECTION 70'-0" (VERIFY w/ TRUSS MANUF.) 42'-0" (VERIFY w/ TRUSS MANUF.) ZZ No 70658 • •Q- �-p:. i w c.TATF OF TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y SCALE: 1/8. -1' • 11x17 BLACKPOINT 1/4" -1' a 22x34 ENABLED U z Q j- O V J m j J J J oJQg� W a 0 J W W j w J m0LE O? D 2 2 2 2 (1) ❑❑❑❑❑ U z — o a: w ct O w a� J J z Q Z z D 0 O m � c� z N Z O � m _ �w 2 � L O 2 Z �Z Q � oZ J z 0 ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 SHEET 6 BUILDING SECTIONS I: I I I 1 II II I.'i.- I._LI 1 1 I I I I I. I I _ L. _- I HVAC PLAN CU 1 VERIFY EXACT CONDENSER UNIT LOCATION WITH JOB SUPER ON SITE HVAC NOTES/SYMBOLS: ALL CONSTRUCTION SHALL COMPLY WITH LOCAL BUILDING CODES AND THE STATE ENERGY CODE. OBTAIN REQUIRED PERMITS AND INSPECTIONS. THE MECHANICAL INSTALLER IS TO VERIFY ALL CLEARANCES AND ACCESS SPACE BEFORE FABRICATION OR INSTALLATION OF ANY HVAC WORK. INSTALL HVAC EQUIPMENT PER MANUFACTURERS RECOMMENDATION, DUCT BOARD EQUAL TO KNAUF 1/2". R-6, INSTALLED PER MANUFACTURERS INSTRUCTIONS. FLEXIBLE DUCT WORK EQUAL TO ATCO 76, R-6, CLASS 1 AIR DUCT. SEAL ALL DUCTWORK PER UL181P. PROVIDE A FIRE STAT IN THE RETURN AIR PLENUM OF ALL AIR HANDLING UNITS. MOUNT THERMOSTAT 60" ABOVE FLOOR. CONDENATE DRAIN LINE TO SPILL ON GRASS. G.C. TO PROVIDE UNDERSLAB DRAINS, CHASES, AND AIR HANDLER PLATFORMS. _ EXHAUST _ EXHAUST FAN ® FAN + LIGHT OO = THERMOSTAT, MOUNTED AT 60" All ®= LENGHT OF DUCTWORK IN FEET _ AIR MIXING BOX HEIGHT 12x 17x 17xHEIGHT A=15" B=17" _ AIR MIXING BOX C=19" 14x16x16x12xHEIGHT D=15" E=15" CARRIER SPLIT FURNACE AIR HANDLER MARK: AHU UNIT MODEL NUMBER: 58CVAl10 SUPPLY FAN CFM/SP: 1600/.4 SUPPLY FAN HP: 1/2 UNIT VOLTAGE: 120/1/60 UNIT DIMENSIONS HWD: 33x21 x29 UNIT WEIGHT: 140 LBS COIL MODEL: CNPVP4821ACA EXPANSION VALVE: CONDENSER MARK: CU UNIT MODEL NUMBER: 24ABA34BA003 UNIT VOLTAGE: 208/230/1/60 UNIT MCA/BREAKER: 27/40 UNIT DIMENSION HWD: 28x3Ox30 UNIT WEIGHT: 203 LBS TOTAL COOLING BTUH: 46,000 SENSIBLE COOLING BTUH: 34,800 TOTAL HEATING BTUH: 110,000 SEER/AFUE 13.5/0.8 CARRIER SPLIT HEAT PUMP AIR HANDLER MARK: AHU UNIT MODEL NUMBER: FV4BNF005 SUPPLY FAN CFM/SP: 875-1400 / .4 SUPPLY FAN HP: 1/2 UNIT VOLTAGE: 208/230/1/60 UNIT DIMENSIONS HWD: 54x22x23 UNIT WEIGHT: 172 LBS HEATSTRIP KW: 10 HEATSTRIP MCA/BRKR: 58.5/60 CONDENSER MARK: CU UNIT MODEL NUMBER: 25HBA348AO03 UNIT VOLTAGE: 208/230/1/60 UNIT MCA/BREAKER: 27/40 UNIT DIMENSION HWD: 310505 UNIT WEIGHT: 265 LBS TOTAL COOLING BTUH: 47,000 SENSIBLE COOLING BTUH: 35,700 TOTAL HEATING BTUH: 47,500 SEER/HSPF 14.0 / 8.6 SCALE: 1/8" -1' • 11x17 OWBLACKPOINT 1/4' - 1' a 22x34 ENABLED U z Q IIn SOU m -�-� J J LL j W9a Z ME ZQ m W U O J LE w O W J j Z) 2 2 2 3 (1) ❑ ❑ ❑ ❑ ❑ U z n IL o w > Dw O w V) 0 c� cr- J J z Q 0 z a M m p 0 0 W z N Z 0 `} O O N n _ m w 0 Z Q % 0Z � z I z O ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 SHEET M HVAC PLAN 1 II 1 I 1 I IIL'1 I A 1 1" 1 111 III'I' it L _Il i Q.� ry Date 12-14-10 Plan Date 8-3-10 1� Sheet # 1 of 1 o o I C1V C3V 05V LINTEL BY BU DER 1 11- C1V CD C3V of C5V - - - - - - - - - - - - - - -_ - - - _, U w - _- >_-_-_ _11- - - - - - - - -11 _- - of o 1 III 111 11 11 J U 00 11 11 11 - -1[ _ -C.} c] - LIJ - - - _ - - - - - - - - - - - - - - - - I MGT - - - - - - - - - (2) HETA20 - - - - - - - - _ _ _ _ _ MGT A07- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A06- - - - - - - - - - - - - - - - - A05- - - - - - - - - - - - - - - - - - - - - - - - - - - - - A04 - - - - - - - - - - - - - - - - - - - - - A03 HETA20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A02- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - o- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o I Oc�I A01 - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - OcDI A01 - --- - - - - - - - - - - - - - - - - - - - - - - - - - d CD A01 - - - - - - - - - - - - - -VAULTED- CLG-. - - - - - - - - - - - - - - - - VAULTED- CLG. - - - - - - - - - - 1 o 00 A01- A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - A01 - -- -- -- -- - --- -- -- -- -- - -- --- _-_-_-_-_-_-_-_-_-_-_-_-_-_- A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - A09- - - - - - - - - - - - - - - _-_"_"_"_"_"_"_"_-_"_ - - - - - - - - - - A10 A11 Al2 L74 o © CD- 1 o O "� 001 CO2 CO3 - - - - - - - ------ - / 0 of C5 0 C3 I C1 - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ B01 D01 12' 4" VAULTND L�.- _ - - ' B02 8 8 CLG. - Doe Ln U LLJ ,y S Ln W U - - - - - - - - - - - - - - - - - - - -C3D - - - - - - - - - - B03 C3D C3V CiV - - - - - - - - - - - - - -1 - -3A- - C1 B04 BBO `- C5 sG C1 3 �� 15-0-0 U 10-8-0 ENT Y SPAN 5-0-0 Ll 41-0-0 TRUSS LAYOUT - ELEVATION A - 140-150 MPH U W W \—� WETA20 21-0-0 In rn I �� U U U 1 Scale Drawn By Probuild Job # NTS TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) —ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. -ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. —ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. —CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. —IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. —CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. — ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE ALL PRE—ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE—ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE—ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. .•� tGP�M Y • C0c'i. ��•`�G•Ely SF•-'y'�. * No 70658 TAMPA 1 VI L DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 706M I HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 4408 Airport Rd. Plant City,Fl 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1 • Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 2x6, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9. Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI—B1 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. 0 11. It is the client's responsibility to cooridinate delivery dates with truss � plant. Truss delivery will be on the agreed upon date with truss plant. Q 12. Client to provide a marked location for delivery. Location must be �-- accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's iJ discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. rp CK w U z 9 w a w z Q w J 0 LLJ 2 U Of Approved By Approval Date Requested Delivery Date Loading: REFER TO ENGINEERED TRUSS DRAWINGS T.C. Pitch 6 / 12 Wind Code B.C. Pitch : 2 / 12 Design Method T.C. Size 2 x 4 Wind Speed J�'3 Heel Hgt. 0-4-3 Mean Hgt. 10 Bearing 8" NOM. 0 Building Cat. Cantilever 0 Importance Factor Overhang 12 Enclosure 4� O.H. Cut PLUMB Enclosure Lanai Spacing 24" O.C. Enclosure Entry : �� Lumber SYP 0- 0 8'-8" Brg. Hgt. All Bearina Heiahts Above Finished Floor Client INLAND HOME BUILDING GROUP Project Model: VINOY — 2082 — ELEVATION A & B o I Lot/ Subdivision/Street Address F I z w I I County SCALE: 1/8" -1' • 11X17 WA BLACKPOINT 1/4" - 1' w 22X34 ENABLED Z Q J W Q U Z Q •OV-J m J J J W�pZZME I Q W O J Ir W J m0LLO? ❑❑❑❑❑ U Z _ o w W w O w Of 0 o- J CIv J Z a Q U z J a 0 mo z _J z N o O � cV � m _ w o x Z aZ Q / oz Z O ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 SHE US AN ELEV 4 50MPH Cn 4) Cn "1J Q Q 1 13-4-0 12-8-0 14-0-0 Ln r— � r- U L_J w w c� cps LLI w w w w w w w w Li Li II CD- o I C 1 V C3V C5V LINTEL BY BU DER C1V CD C3V o C5V - - - - - - - - U - w - �- _< - - - - - - - - - - - - - - - - - Oj O I ao c� 00 00 - - - - - - - - - - -cam s, _ C> cr _ j - - - - - - - - - - _ - - MGT-- - - - - - - - - - - - - - - - - - - - - - (2) HETA20 - - - - - - - - - - - - - - - - - - - - - - - MGT A07- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A06- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A04 - - - - - - A03 HETA20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A02 - - A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O- A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o I O- A01 - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - _"_ _ _-_ - _ _ _"_ _ _ _ _ _ I O A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o A01_ _ _-_ -VAULTED- CLG-. - - _ _ _ _____________ _ _ _ _ - VAULTED CLG-. of A01 - - -- - -- -- -- -- - --- -- - =- -- - - - - - - - - - - - - - - _______=___=_______-_ _ ___ - - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MGT M LD A10 - - - - - -_ -- - o LD Al = _ _ _ Al2 o o 1 0 I CV 001 CO2 CO3 - - - - - - - - - - - - - - o - - Doi B01B 001 12 4 " 0 - - - _ - _ VAULT D L�. - - 8' 8" C B02 D02 �, Ln U w ,y Ln w U - - - - - - - B03B C3D C3V C1V - - - - - - - - _ - - - - C3A- - C5 C1 4B C5 BBO C1 3 C ill 15-0-0 TRUSS LAYOUT - ELEVATION A -8-0 ENT Y SPAN 5-0-0 c`no w w�w w HETA20 21-0-0 41-0-0 2 1/2 CAR GARAGE \—MGT Ln re) U U U 140-150 MPH :1G ;3C =5C -5C _5C =5C =5C =5C ;3C :1G Date Plan Date Sheet # 12-14-10 : 8-3-10 1 of 1 Scale NTS Drawn By Probuild Job # TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) —ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. —ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. —ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. —CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. —IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. —CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. — ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE ALL PRE—ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE—ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR To MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE—ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. ,��%tit a �18"'r � rpY C •8,�, FV* * :• No 70858 - •• STATE OF (U 'N A1- �. 3tit7\kI TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70M I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 4408 Airport Rd. Plant City,Fl 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel —bearing wall locations and heights. heights, bearing &von 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 20 or 2x6, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9• Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI—B1 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. J Q 0 11. It is the client's responsibility to cooridinate delivery dates with truss a_ plant. Truss delivery will be on the agreed upon date with truss plant. 12. Client to provide a marked location for delivery. Location must be �— accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's U discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By Approval Date Requested Delivery Date Loading: REFER TO ENGINEERED TRUSS DRAWINGS T.C. Pitch 6 / 12 Wind Code B.C. Pitch : 2 / 12 Design Method ` T.C. Size 2 x 4 C' Wind Speed JG' w Heel Hgt. 0-4-3 1-- Mean Hgt. Bearing 8" NOM. Building Cat. Cantilever 0 z Importance Factor wOverhang 12" Enclosure 4� o O.H. Cut PLUMB Enclosure Lanai Spacing 24" O.C. 19, Enclosure Entry Lumber SYP o- w CD z 0 8'-8" Brg. Hgt. w -J W 2 U 6 � All Bea hts Above Finished Floor Client :INLAND HOME BUILDING GROUP Project Model: VINOY — 2082 — ELEVATION A & B o I Lot/ Subdivision/Street Address z w J County CD SCALE: \ 1/8" - T • 11x17 B LA 1/4" — 1' w 22x34 0 Z Q 0 );=OUJJ m J J J J Q C) > W p Z Q m0u.Oj W O J (t W J ❑❑❑❑❑ U Z _ a o Cr w O w o' V c� v J J Z Q Q U z m O 0 0 of Z �_ z O � N � 2 / m ~w 0 Z�Z Q /% z 1 Z 0 ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04/23/12 05111111 12131110 SHEET TA1 USS PLAN ELEV A — 140-150MPH I I I I" 4k'LL___-! ! I I I I _. Li1- ,IA 1A i___ II II I I 1 11 1 V N I pal 13-4-0 12-8-0 14-0-0 rn c� w w w r r � r r r � � � w w w w w w w w Li I I O C1V C5V LINTEL BY BU DER C1V CDCDC3V C3V CD I C5V - - - - - - - - - - __________ __ O U �- w- �- =______ - - - - -CD - - ___ I C—D 00 - - - -- - _ - - - - --_- _ _- -c� - J -C� -� -1 - -� - - - - - - - - - - - - - - - - - - - - -_ - _-_-_- - - MGT - - - ____(2) HETA20 _ _ _ _ _ _ _ _ - _-_-_ MGT A07- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A04 - - - - - - - - - - - - - - - - A03- HETA20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A02 - - - - - - - - - - - - - - - - - AO 1 A01- - - - - - - - - - - - - - - - - - - - - - - A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O- A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O I CD A01 I CD A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O A01 - - - - - - - - - - - - - --VAULTED- CLG-. - - - - - -VAULTED CLG. - - - of A01- - - - - - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - A01_ ___ ___________ _ _ _ .-___-.-___-___:_-_-_-_-___- A01 - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A09 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A11 _ _ _ _ - - - - Al2J\-\ A CD r; CD O Ll X) h1i col CO2 CO3 - - - - - - - - - - - - - 0 of C5 0 I C3oe � r� C1 - - - - - - - - - - - - - - - - - _ _Z _ B01 D01 12' 4" VAULT L 8' 8" CLG. B02 _ D02 u7 U w 1`0 ,y S �n w U - - - - - - - - - - - - - - - - - - - - - C3D uult C3V C1V - - - - _ _ _ _ - - _ - - - - - - _ _ _ _ _ 1 C3A- - - - - _ _ _ _ _ C1 604 — BBO C5 C1 3 L0 rLs r r 10-8-0 ENT Y SPAN w w HErA20 w 15-0-0 5-0-0 21-0-0 41-0-0 TRUSS LAYOUT — ELEVATION B — 140-150 MPH 1n I ti, U U U 1 w Date 12-14-10 Scale NTS Plan Date 8-3-10 Drawn By Sheet # 1 of 1 Probuild Job # : TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) —ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. —ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. —ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. —CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. —IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. —CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. — ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE ALL PRE—ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE—ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE—ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS, UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. �4 '• �i No 70658 �i_ TAMPA CIVIL DESIGN I JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 706M I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 4408 Airport Rd. Plant City,Fl 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1 • Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 2x6, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9. Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI-81 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. Q p 11. It is the client's responsibility to cooridinate delivery dates with truss plant. Truss delivery will be on the agreed upon date with truss plant. CL Q 12. Client to provide a marked location for delivery. Location must be z accessible, level and clear of materials and debris. In lieu of this, w trusses will be delivered in the best available location at our driver's iJ discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By Approval Date Requested Delivery Date Loading: REFER TO ENGINEERED TRUSS DRAWINGS T.C. Pitch 6 / 12 Wind Code B.C. Pitch : 2 / 12 Design Method T.C. Size 2 x 4 Wind Speed Heel Hgt. 0-4-3 �JG'D Mean Hgt. � Bearing 8" NOM. Building Cat. :Z Cantilever 0 Importance Importance Factor Overhang : 12"Enclosure w� � O.H. Cut PLUMB Enclosure Lanai Spacing 24" O.C. Enclosure Entry Lumber SYP w z Q 0 8'-8" Brg. Hgt. All Bearina Heiahts Above Finished Floor s� Client : INLAND HOME BUILDING GROUP Project : Model: VINOY — 2082 — ELEVATION A & B wo I Lot/ Subdivision/Street Address z z w County SCALE: 1/8. = 1' 11x17 BLACKPOINT 1/4" - 1' 22x34 ENABLED U Z Q O U J J m J J J o _J : � a � Q 0 J W W O x J m0L.O= ❑❑❑❑❑ U Z o Of w O w af � /m V 11 V o: J Z_ Q Q U z _J a m O 0 Z N z O � o� N � _ m w o Z Q ` //♦ % z � z Z O ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04/23/12 05111111 12131110 08105110 03111110 SHEET USSZAPI�LEV 15dkPH -- 1 A __ .1 1 II 1 1 • •• N 13-4-0 12-8-0 14-0-0 � r- r- r- c� w w w w w w w w w � � L v v U 11 11 11 11 11 1 11 11 11 11 11 - CD oI C 1 V C3V C5V LINTEL BY BU DER C1V CD C3V o I r\ C5V _ _ _ _ _ _ _ - - - - - - - - - - - - �_ C-) - �_ w - -- -.-_- - - _ _ - - - - - - - - - - -_- - of CD I o 00 00 - - ____ - - - - - - - - ____ - - -C> -=F LLJ Q _ - - - - - - - - - - - - - - - - - - - ____________ - - - - - - - AUO MGT _ (2) HETA20 - - - - - - - - - - - - - - A07- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " - - - - - - - - - - - - - - - - A04- - - - - - - - - - - - - - - - - - - - - - A03_ HETA20 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - A02 - - - - - - - - - - - - - - - - - - - - - - - - - - - A01- A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CD- A01- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - CD of I_ c9 A01 - - _ _ _ _"_"_"_ _ _"_ _ _" - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - o cfl - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - CD-- A01---- - - --- --- - - - --- _ _VAULTED- CLG_. _ _ _ _ - - - - - - - - - - - - - - _ _ - _ _ _ _VAULTED_ CLG_. o A01 - - - - - - - - - - - - - - 10' 8' CLG. - - - - - - - - - - - - - -"-"- - - - -" - cO A01 - - - - - - - - - A01_ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - A01_ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A01 - - - - - - - - - - - - - - - - - - - - - - - - - - A09 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -4 MGT if)M A10 - 0 A11 Al2 CD o O I NLn C01 cot - - - - - - - - - - - D01 121 4,1 - - VAULT i�� D02 ,ys - - - Ln - - - U w w c� NO - PR BBO ____"C1V C13r\ re) SL 1 B01B - _Z 8' 8„CBo B03B C3D C3V\-C-3A- 4B NQ`CD C 1 U U \-MGT Lo W W U W\:HETA20 10-8-0 ENT Y SPAN 15-0-0 5-0-0 , 21-0-0 ;1G 75C =sC __5C 75C 75C :3C :1G w Date 12-14-10 Plan Date 8-3-10 Sheet # 1 of 1 Scale Drawn By Probuild Job # NTS TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) —ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. —ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON H E TA20. —ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. —CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. —IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. —CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. — ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26 - ALL PRE—ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE—ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE—ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. ,,,��' PSG G ....5 (JCS•,, No 70658 .. r .P on : crwTc nC % to y TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER #f 70658 I HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. 4408 Airport Rd. Plant City,FI 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1 • Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 26, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9• Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI—B1 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. J © 11. It is the client's responsibility to cooridinate delivery dates with truss plant. Truss delivery will be on the agreed upon date with truss plant. Q 12. Client to provide a marked location for delivery. Location must be accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's UI discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By Approval Date Requested Delivery Date Loading: REFER TO ENGINEERED TRUSS DRAWINGS T.C. Pitch 6 / 12 Wind Code B.C. Pitch : 2 / 12 Design Method T.C. Size 2 x 4 Wind Speed w Heel Hgt. 0-4-3 Mean Hgt. Of Bearing 8" NOM. Building Cat. Cantilever 0 Importance Factor N Overhang : 12 Enclosure O.H. Cut PLUMB 4 o Enclosure Lanai Spacing 24" O.C. Enclosure Entry Lumber SYP c� 8'-8" Brg. Hgt. ctf "I All Bearina Heiahts Above Finished Floor M w 0 z Client : INLAND HOME BUILDING GROUP Project : Model: VINOY — 2082 — ELEVATION A & B ow I Lot/ Subdivision/Street Address z U I County SEALED FOR STRUCTURE ONL Y 41 O - O I I I SCALE: TRUSS LAYOUT — ELEVATION B — 2 112 CAR GARAGE — 140-150 MPH 1/8" -1' a 11A BLACKPOINT 1 1/4' - 1' a 22x34 ENABLED U Z Q j: m 0 0 J J J J 0 LL _J 0 W- p Z Q r W O J _J M W J m0L.O—J CI) ❑❑❑❑❑ U Z _ o w w O w CK cr V)_ 0 it J J Z Q Q U z J_ :- m o Z z O � o� N � _ m � w cD 0 Z Q //♦ % � z Z 0 ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 1 USS AN V — —i50M i • 00 !r•"_ FAINNErAIIIIIIIIIIWA 13-4-0 12-8-0 14-0-0 c� w w w c� c�LL Iw w w w w w w w w w CDU C C1V C3V 05V LIN TE BY BUILDER C1V O C3V o C5V o Lit Oj 0 o0 00 00 _ _ _ - o - - - - - - - - - " (2) HETA20 MGT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A05 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A04 A02- HETA20 - - - - - - - - - - - - - - - - - - - - - - - - - - A01 - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O II A01 VAULT- D _ CLG- _ _ _ _ _ _ _ _ _- -_ _ _ _ _ _ _ - _ -VAULTED_ CLG: _ -_ O o IA01 00 - - - - - - - - - - - - - - - - 10, „CLG. - - - - - - - - - - - - - - - I of A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O A01 coo A01 - - - - - A01 - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 _ __________ ______________ - _ _ _ _ _ _ _ _ _ _ - A09 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A10 " FZ A11 8' 8" CLG. - - - - Al2 A13 - - - - - - - - - - - - - - - - - - - - - - - - - - - - o I O o o I I - - D01 12, 4" OI CD c:, o I r� C05 C04 CO3 B06 D01 _ _ _ _ _ _ _ - - - - - - - - - - - - - - _ _ _ _ - - - - - - 605 D01 _VAULTED_ C. fG. - _ 8' 8' CLG. B04 H�A20 D01 B03 D02 O cV I C01 - - - - - - - - - - - - - - - B01 10-8 ENTRY SPA 13-0-0 7-0-0 `11XIM 20-0-0 IN 0 Date 12-14-10 Plan Date 8-3-10 Sheet # 1 of 1 Scale NTS Drawn By Probuild Job # TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) —ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. —ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. —ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. —CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. —IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. —CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. — ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE ALL PRE—ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE—ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE—ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. .� 4*tiIII88"1 F P:M Co1le..'o ,.` ��Cr . • G E N S Sr �•� No 70658 r • r r : • it r TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 701658 1 HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y J O a w F- z w J U it w U z cD Ln w 0 V) w CD Q w J 0 w U r� <3 O w z z w J U 4408 Airport Rd. Plant City,Fl 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 2x6, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9. Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI—B1 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. 11. It is the client's responsibility to cooridinate delivery dates with truss plant. Truss delivery will be on the agreed upon date with truss plant. 12. Client to provide a marked location for delivery. Location must be accessible, level and clear of materials and debris. In lieu of this, trusses will be delivered in the best available location at our driver's discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By : Approval Date : Requested Delivery Date : Loading: T.C. Pitch B.C. Pitch T.C. Size Heel Hgt. Bearing Cantilever Overhang O.H. Cut Spacing Lumber REFER TO ENGINEERED TRUSS DRAWINGS 6 / 12 2 / 12 2 x 4 0-4-3 8" NOM. 0 12" PLUMB : 24" O.C. SYP 0 8'-8" Brg. Hgt. All Bea Wind Code Design Method Wind Speed Mean Hgt. Building Cat. Importance Factor Enclosure Enclosure Lanai Enclosure Entry hts Above Finished Floor Client : INLAND HOME BUILDING GROUP Project : Model: VINOY — 2082 — ELEVATION C & D Lot/ Subdivision/Street Address : County C!� Z Q J IL Q U Z Q >- m O U J J J J J U_ J Q O W p Z J Q r W Q J M W J m0LLO—J D ❑ ❑ ❑ ❑ ❑ U Z _ n •� LL o w � w O w o: cr V)_ 0 c� Of 0 J J Z c Q z Z \_ D __J M /— o 0 W O W 2 Z CV Z C) O (V m 2 F- w o 2 Z a-Z Q % � z Z ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 SCALE: ru,5 S LEV TRUSS LAYOUT - ELEVATION C - 140-150 MPH 1/8' -1' • 11x1� BLACKPOINT - —15 PH 1/4' - 1' • 22x34 -,NABL.EF) I =�WE 13-4-0 12-8-0 U w w w 14-0-0 r` r` r` r` r` r` � � rl- � Ln � J W W LJJ L1J W W LLJ W W W U U U "XA7 I C1V C3V C5V LINTE BY B ILDER C1V CDof C3V o C5V CD - CUCD Q LLJ - -~� Q �- - - CD I CD DO 00 - _-_- - - - - - - CID, U" o L - - " (2) HETA20 - - - - - - - - MGT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A06- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A05- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A04 - - - - - - - - - - - - - - - i- _/ 4LA03 - - - - - - - - - - - - - - - - A02- HETA20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - - - - _ _ _ - VAULT-ED _ CLG, - - - - - - - - - - - - - - - _FAULTED_ -GL-G. - - I A01 - - 10, 8" CLG. - - - - - - - - - - - - - -00 - I 00 O A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O A01 - A01 A01 - - --- - -- -- -- -- -- ---- -- --- - - -_ - _-_-_-------------- --- A01- - - - - - - - - - - - - - - - - - - - - - - - - - - A01 ---------- -- - - ----- - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - A09 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MGT L A10 ______________ Li A11 88" CLG. - - - - Al2 A13 - - - - - - - - - - - - - - - - - - - - - - - - - - - - O 0 _ 00 C05 0 I C04 .- CO3 - D01 12' 4" D01 - - - - - - - - - B05 < D01 _-_VAILTED_C�._ - 88CLG. Bo 00I BO N O N I C01 - - - - - - - - - - - - - - - B01 B01 N34 � 10-8 ENTRY SPA 13-0-0 7-0-0 20-0-0 Ifflewl TRUSS LAYOUT - ELEVATION C - 2 1 /2 CAR GARAGE - 140-150 MPH MGT ;1G :3C 75C =5C 75C 75C _5C =5C :3C :1G Date 12-14-10 Plan Date 8-3-10 Sheet # 1 of 1 Scale NTS Drawn By Probuild Job # TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) —ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. —ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. —ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. —CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. —IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. —CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. — ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26 ALL PRE—ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE—ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR To MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER of RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE—ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. • CO .�`c, E Ns� Ob No 7 0658 .: - � r r TAMPA Cl VIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER 8 70658 1 HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, REST DEN TI AL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 4408 Airport Rd. Plant City,Fl 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 2x6, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9• Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI—B1 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. Q 0 11. It is the client's responsibility to cooridinate delivery dates with truss plant. Truss delivery will be on the agreed upon date with truss plant. Q 12. Client to provide a marked location for delivery. Location must be r— accessible, level and clear of materials and debris. In lieu of this, z W trusses will be delivered in the best available location at our driver's L) discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By Approval Date Requested Delivery Date Loading: REFER TO ENGINEERED TRUSS DRAWINGS T.C. Pitch 6 / 12 Wind Code B.C. Pitch : 2 / 12 Design Method ` T.C. Size 2 x 4 Wind Speed w Heel Hgt. 0-4-3 Mean Hgt. 0:� Bearing 8" NOM. Building Cat. z Cantilever : 0 Importance FactorCD Overhang 12 Enclosure O.H. Cut PLUMB O � Enclosure Lanai Spacing 24" O.C. Enclosure Entry Lumber SYP V) W z 4 Cn w O z 0 8'-8" Brg. Hgt. All Bearina Heiahts Above Finished Floor Client : INLAND HOME BUILDING GROUP Project : Model: VINOY — 2082 — ELEVATION C & D Z I Lot/ Subdivision/Street Address I County SCALE: 1/8' -1' w 11x17 PD, BLACKPOINT 1/4' - 1' a 22x34 ENABLIED Z Q J Cc IL Q U Z Q Ir j=OU�J m J J J J oJQ°� W p ZME Z Q I W m0LL0_J ❑❑❑❑❑ U Z o w af D w O w Of o' V J J Z_ Q U z a 0 m O Z El O m 0 � N � _ �w 0 z az //♦ Z 0 ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 SH 1 USS L ELEV 0—i MPH I 11 1 1 ' 111 1 I I I __ - L I III :1 I . J 11 l I _ G 4 00 1 13-4-0 LO U w W W 40-0-0 12-8-0 , , 14-0-0 Ju I W W W W LIJ W W LIJ W W o oC3V I C1V C5V LINTE BY B ILDER C1V C3V o f\ C5V - - - - - - - - - - - - CD - - W - < - - - - of O v 00 _ -- - - _ _ - - - - C D - o �- �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (2) HETA20 MGT A07 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A06 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A04 - - - - - - - - - - - - A02 HETA20— - - - - - - - - - - - - -- -- -- -- ---- -- --- --- - - - - A01 - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 - _ _ _ _ _ _________________ _ - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ - - _ _ - - - - - - - - - - - - - - - O OI A01 _-_-__"_"_ ___________ _ - - - VAULT-ED _CLG: ____________"_ ____ __ :_ _VAULTED_ -CL-G. _ O o I 00 A01 10' „CLG. - - - - - - - - - - - - - - - I 00 CD A01 - - - A01 - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 - - - A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 - - -- ---- --- - - -- ----- - - - _ - - - - _-_-_-_-_--- - -- A09 - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A10 - - - - - - - - - - - - - - - Al 8' 8" CLG. - _Z Al2 A13 - - - - - - - - - - - - - - - o 0 o`; c- C05 o I C04 CO3 - - - - - - - - - D01 12, 4,1 0l of O I cv 606 D01 - - _ - - - - - - - - B05 001 -_-.VAULTED- C�.-_-_-___-_ 8'8'CLG. Boo HETA20 D01 B03 CDX N I C01 _ - _ _ _ _ _ _ _ - - - - - - - _ _ _ _ _ _ _ - - - - - - B01 B01 10-8 ENTRY S 13-0-0 7-0-0 no w l TRUSS LAYOUT - ELEVATION D - 140-150 MPH 20-0-0 9 Date 12-14-10 Plan Date 8-3-10 Sheet # 1 of 1 Scale NTS Drawn By Probuild Job # TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) —ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. —ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. —ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. —CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. —IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. —CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. — ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE ALL PRE—ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE—ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE—ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. No 70658 •.owl s *• : - Z-0 : �¢: 17 TAMPA CIVIL DEIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER 706M 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 4408 Airport Rd. Plant City,Fl 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 20 or 2x6, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9. Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI—B 1 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. J 0 11. It is the client's responsibility to cooridinate delivery dates with truss Of plant. Truss delivery will be on the agreed upon date with truss plant. ¢ 12. Client to provide a marked location for delivery. Location must be F accessible, level and clear of materials and debris. In lieu of this, z W trusses will be delivered in the best available location at our driver's � discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By Approval Date Requested Delivery Date Loading: REFER TO ENGINEERED TRUSS DRAWINGS T.C. Pitch 6 / 12 Wind Code B.C. Pitch 2 / 12 Design Method ¢ T.C. Size 2 x 4 Wind Speed JG'� Heel Hgt. 0-4-3 Mean Hgt. Of Bearing 8" NOM. Building Cat. Cantilever 0 z Importance Factor wOverhang : 12" Enclosure o O.H. Cut PLUMB Enclosure Lanai Spacing 24" O.C. Enclosure Entry Lumber SYP � U) W z W J 0 W U Ln W 0 z 0 8'-8" Brg. Hgt. All Bearina Heiahts Above Finished Floor Client : INLAND HOME BUILDING GROUP Project : Model: VINOY — 2082 — ELEVATION C & D o6 I Lot/ Subdivision/Street Address z z W County SCALE: 1/8" -1' - 11x17 BLACKPOINT 1/4" - 1' 0 22x34 ENABLED Z Q }:OUJ-� m I J J J oJQ0� W p Z Q ME Z I W m0LL0J ❑❑❑❑❑ U Z _ o w af O w o- V J J Z a Z z J_ m � O Z N Z O o10 N � _ m W 0 Z `` Z 0 Q % z Z O ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08/05/10 03111110 i WE 13-4-0 12-8-0 14-0-0 U LiJ LLJ w c� cps w w w w w w w w w w Z-5 'A' I I of C1V C3V C5V LINTE1 BY BOIL C1V CD C3V o C5V - - - - - - - - CD U a L.iJ - Q - _ - - - - - - - �I O oo O 00 pp - _ - _ _ CD- CD _ � - _- _ - - - - - --_ -_ - - - - - - - - - - - - (2) HETA20 - - - --- - - - - _ _ - - - - - - - - - - MGT A06 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A05 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A04- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A03 --------------- 7 A02- HETA20— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o CI A01 - - - - - _ - - _ - VAIJLT-ED - CLG. - - - - - - - - - VAULTED_ -CL-G. _ o o 14- A0100 10, CLG. I A01 _ --- - - - - -- - --- - - - - --- - -- _- - - - - -- ---- - - - - -- o A01 A01 - A01 ----------------------- - - -- -- ---. _ - ---"_--"_--"_----"_ A01- - - - - - - - - - - - - - - - - - - - - - - - - - - A01 - -- - - - - - - - - - - - - -_ - - - _- - - ---- A09- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MGT M A10 LD Al 8' 8" CLG. Al2 - - - A13 - - - - - - - - - - - - - - I o CD o I �- D01 12, 40. C05 C04 CO3 D01 - - - - - - - - _ _ - - B05 D01 424 - - - -vaI� LTE - - - - _ - - - - 8' 8 ' CLG. B04 0 CI D01 - - - - - - - - - - - - - - BO D02 O c� I C01 - - - - - - - - - - - - - - - B01 v B01y I rr N34 TRUSS LAYOUT 13-0-0 10-8 ENTRY SP 7-0-0 ELEVATION D - 2 1 /2 CAR GARAGE - 140-150 MPH MGT 1 ;1G :3C =5C =5C 75C =5C =5C =5C '3C 8t 5 709 Date Plan Date Sheet # 12-14-10 8-3-10 1 of 1 Scale Drawn By Probuild Job # TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) —ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. —ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. —ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. —CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. —IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. —CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. — ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE ALL PRE—ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE—ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE—ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES To BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. coo • No 70658 ;* - s TAMPA Cl VIL DESIGN ✓EREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION 1S SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 4408 Airport Rd. Plant City,Fl 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 2x6, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9• Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI—B1 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. 0 11. It is the client's responsibility to cooridinate delivery dates with truss 0_ plant. Truss delivery will be on the agreed upon date with truss plant. ¢ 12. Client to provide a marked location for delivery. Location must be ►— accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By Approval Date Requested Delivery Date Loading: REFER TO ENGINEERED TRUSS DRAWINGS T.C. Pitch 6 / 12 Wind Code B.C. Pitch : 2 / 12 Design Method ` ¢ T.C. Size 2 x 4 Wind Speed J40 LLJ Heel Hgt. 0-4-3 Mean Hgt. Of Bearing 8" NOM. Building Cat. :ZImportance Cantilever 0 Factor CD Overhang 12" Enclosure LIJ � O.H. Cut PLUMB Enclosure Lanai Spacing 24" O.C. Enclosure Entry Lumber SYP 3 TAW Ew w 0 Z 0 8'-8" Brg. Hgt. All Bearing Heiahts Above Finished Floor Client : INLAND HOME BUILDING GROUP Project : Model: VINOY — 2082 — ELEVATION C & D I Lot/ Subdivision/Street Address z d I County SCALE: 1/8' - 1' • 11x17 PUBLACKPOINT 1/4' - 1' 0 22x34 ENABLED Z Q J W Q U Z Q OUJ-i m J J J J oQQo� W p Z Q r°CIw W _J I>r J m U lL O j ❑ ❑ ❑ ❑ ❑ U Z 0 w of O w o- F- 'r V c� J J Z_ Q 0 z _J m O � C c Z z o 0 O � N � m � w 0 Z ` //♦ 0 z Q % � z J Z 0 ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111/10 SHEET# 1 TRUS PLA ELEV 740-7 PH 1 II 11 1 1 1IN 1 I A I I _ I. 1.. 1_ II 1 11 1" THICK 1" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESSES OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS IS TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FLORIDA BUILDING CODE R703.6.1 AND ASTM C926. TEXTURED/SAND FINISH DTL. 3 (ELEV A & B ONLY) OLU DL3 MN BASEE=1-0 1'-2" 1�„ 2 1 /2" THK 2" THK SAND FINISH FRONT VIEW (ELEV A ONLY) 1 1 "KEYSTONE DTL. 1 1 2 =1 —0 SAND FINIS (ELEV B ONLY) EPS BRACKET DTL 1 1 2 8„ N N LINE OF EXTERIOR FINISH DBL. ADJACENT KEYSTONE BANDING PLAN VIEW (ELEV A ONLY) c QUOIN DTL. 1 =1 —0 3 SAND 1" 1" FINISH R1 cn c� J _ Q N (ELEV B ONLY) H 6" EPS SILL DTL. 1 1 2 =1 —0 � EGRESS 1 2 =1 —0 » 5» , I why. SEE DTL E/SHT D1 FOR COL. CAP DTL. SMOOTH FINISH SEE DTL F/SH FOR COL. BAST COLUMN 4X4 P.T. WD. POST AIR SPACE IN .T. WD. 'ACE 5F 5„ 53., (ELEV A & B ONLY) RND. TAPERED EPS COL. SOFFI @T DTL. NO SCALE TYPICAL ROOF ALUM. SOFFIT VENT 1X6 SUB FASCIA MTL. DRIP EDGE 2X6 FASCIA (ELEV A & B ONLY) (DL LUM N CAP 3=1-0 ROOF VENT DTL. K NO SCALE MY 1 C O f 0 No 70658 3 1� STATE OF Uj: $8101811111%��, SCALE: 1/8' -1' • 11x17 / BLAC KPOI NT 1/4" - 1' • 22x34 ENABLED U Z Q >-- O U J J m J J J o -1 0 W cr Q Z Q W U LE O ❑❑❑❑❑ 0 Z ^ LL o w cr w N O w a� C� R I'\ v J J Z Q Q Z Z D M W O 0 O cr O N z O � O N � _ m � w CD O Z0♦ a //0 oz Z O ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 SHEET D 1 coNs nzuc noN 00 r7 x 0 _I A11- I Z:_- (ELEV C ONLY) EPS BRACKET DTL. 1 1 2 =1 -0 77 FRONT VIEW 10" FRONT VIEW THK (ELEV C ONLY) B BANDING DTL. 77 1 1 2=1-0 LINE OF EXTERIOR FINISH FINISH N JKEYSTONE ADJACENT — BANDING PLAN VIEW (ELEV D ONLY) 11"KEYSTONE DTL. 1 1/2 7 -0 THK. FINISH LINE OF EXTERIOR FINISH KEYSTONES ADJACENT BANDING PLAN VIEW (ELEV D ONLY) 11"KEYSTONE DTL. 77 1 1 2=1 -0 (ELEV C ONLY) SQ. TAPERED EPS 1 1 2 =1 -0 77 5�" 5„ » 31) 6' [AIR MN � Z/ff P.T. WD. SEE DTL J/SHT D2 FOR PACE COL. CAP DTL. SMOOTH FINISH [SHT EE DTL K/ D2 FOROL. BASE I 54„ 54 (ELEV D ONLY) SQ. TAPERED EPS 2""=1"-0 AN I.T. WD. PACE COL. COL (ELEV D ONLY) �LUMN CAP ATTACH WD. POST TO CMU BASE WITH ABU44 TEXTURED STUCCO FINISH SLOPED TO EDGE 3'-0" H. A.F.F. CMU BASE 4" STONE CAP DRYSTACK LEDGESTONE „mirrn v N (ELEV C ONLY) COLUMN CAP d STUCCO HT. VAR STONE C LINE OF STONE F (ASSUME LINE OF EXT. FINISH NOTE: PROVIDE LATH ON 6" NAILING PATTERN W/GALVINIZED T NAILS BEHIND STONE W/ SCRATCH COAT (ELEV C ONLY) F STONE CAP DTL. (ELEV C ONLY) 14" E COLUMN BASECN 3 =1 -0 N (ELEV D ONLY) K COLUMN BASE 3=1-0 3' -0" SMOOTH FINISH (ELEV D ONLY) (: D EPS SHUTER DTL. 1 2 =1 —0 SMOOTH FINISH SECTION VIEW FRONT VIEW (ELEV D ONLY) M EPS LOUVER DTL. 1 �I �r �MY coNo 70658 �- STATE OF : ": ,1iN1 ;oo SCALE: 1/8" -1' • 11x17 09BLACKPOINT 1/4' - 1' w 22x34 ENABLED U z Q 0 j-OUJJ m � J J J 0 W - Q - p 0 Z Q 0 J W m W U O LL O J Dco -j ISSUE DATE JANUARY 2008 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 01116113 04123112 05111111 12131110 08105110 03111110 SHEET D2 CONSTRUCTION DETAILS CHEMICAL TERMITE TREATMENT NOTES 1. " A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER AND ELECTRICAL PANEL." 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" FROM BUILDING SIDEWALLS. 3. IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN V-0" OF THE BUILDING SIDEWALLS. 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTICIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL. 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL IS COMPLETE. 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED AND FORMED. 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. 8. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF THE STRUCTURE SIDEWALLS. 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED. 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FORM BELOW AND WITHIN V-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING. WIND DESIGN CRITERIA WIND SPEED (MPH) 140 WIND IMPORTANCE FACTOR + BUILDING CATEGORY II WIND EXPOSURE C INT. PRESSURE COEF. +/- 0.18 ROOF HEIGHT 15 ROOF DLOPE 25 EXPOSURE AD . COEFF. 1.21 ALL WINDOWS AND WALK DOCM SHALL AREA (bF) POSITIVE (PSF) EGATIVE (PSF! 10 42.7 - 7.1 15 41.7 -55.2 20 40.8 -53.2 25 40.4 - 2 4 30 39.9 -51.5 25 39.5 -50.7 40 39.1 -50.0 43 38.7 1 50 38.2 -48.2 __ 75 37.3 -46.3 _ 100 36.3 -44.4 500 31.8 -35.5 56 38.0 7 -47.7 112 36. -44.1 COMPONENTS AND CLADDING ROOF AREA (SF) POSITIVE (PSF) NEGATIVE (PSF) 10 24. -100.6 20 22.4 -94.0 0 19. - 5.3 100 17.3 -78.8 WALLS AREA (SF) POSITIVE (PSF) NEGATIVE (P 10 42.7 -57.1 20 40.8 -53.2 50 38.2 48.2 100 36.3 -44.4 500 31.8 -35. OVERHANGS (PSF) -133.83 CONNECTOR SCHEDULE UPLIFT CAPACITIES ARE BASED ON SOUTHERN YELLOW PINE (S.Y.P.) SIMPSON ID QTY. CONNECTOR UPLIFT FASTENERS T1 1 HTSM16,20 1175 (8) 1OD W/ (4) 1/4"x2 1/4" TITEN T2 1 T3 1 MSTAM24 1500 (9) 1OD W/ (5) 1/4"x2 1/4" TITEN T4 1 LTT20B 1500 10 10D T5 1 LTA2 1425 (10) 10Dx1 1/2" T6 1 HETA20 1810 (9) 10Dx1 1/2" T7 1 HTT4 4455 (1) 5/8" A.T.R." (18)-5D#10xl 1/2" T8 1 MGT 3965 (22) 10d&5/8" A.T.R." T9 1 HTT5 5090 (1) 5/8" A.T.R.*" (26) 16d x 2 1/2" T10 1 HTT5 5090 (1) 5/8" A.T.R." W/ (26) 16d x 2 /12" T11 1 HGT-2(2 PLY MEMBER) 10980 (2) 3/4" A.T.R."• W/ (16) 10d T12 1 HGT-3 (3PLY MEMBER) 10530 (2) 3/4" A.T.R."" WI (16) 10d T13 1 H1 x T14 1 MTS12 1000 (14) 10d 1 1/2" OR 10d T15 1 LSTA18 1235 T16 1 HTS20 1450 (24) 10d 1 1/2" OR (20) 10d T17 1 LSTA30 1640 (22)10D T18 (2) MST18 2000 (28) 10d 1 1/2" OR 1OD T19 (2) HTS20 2900 (48) 10d 1 1/2" OR (48) 1OD T20 1 ST6224 2 T21 (3) HTS20 4350 (72) 10D 1 1/2" OR (72) 10D T22 (4) HTS20 5800 (96) 1OD 1 1/2" OR (96) 1OD T23 1 LGT2 2050 30 16D INKER T24 (1) LGT3-SDS2.5 3685 26) 16D SINKERS (12) SDS 1/2" 1/2" T25 1 LGT2 2050 16D NKERS T26 (1) LGT3-SDS2.5 3685 (26) 16D SINKERS & (12) SDS 1/4"x2 1/2" WQOQ IQ MA ON TNaN 1§1 ONETA20 OOD TO WOOD UPLIFT LESS THAN 14 ML)Rt= I HAN 455# RI=UUIKt H I SZU TIE -BEAM USING SIMPSON EPDXY-TIEDLNO I hS ALL I HHhAU ROD TO BE EMBEDDED 12" MIN. AND SECURED W/ EPDXOIED ALL THREAD ROD UPLIFT CAPACITIES EMBEDMENT 1/2" DIA. 5/8" DIA. 6" 1920 # 3768 # 8" 2560 # 5024 # 10" 3200 # 5900 # 12" 3700 # 5900 # NOTE: THESE VALUES ARE BASED ON A307 STEEL ALL THREAD RODS AND SIMPSON SET HIGH STRENGTH EPDXY. THE USE OF HIGHER STEEL WILL YIELD GREATER UPLIFT CAPACITIES FOR DEEPER EMBEDMENTS, INSULATION WALLS: CMU WALLS: R-FOIL 4.1 FRAME WALLS: R-11 CEILING: R-30 INTERIOR FRAME KNEE WALLS: R-19 (WALL THAT BACK UP TO CEILING AREA ONLY) 1. CODES AND REFERENCES 1.1 2010 FLORIDA BUILDING DE RESIDENTIAL 0 G CO CODE 1.2 AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318) 1.3 AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (ACI-530/ ASCE-5/TMS 402 AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530 VASCE 6/TMS 602) LATEST EDITIONS 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-10) 1.5 SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION 1.6 DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION 1.7 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION 1.8 AMERICAN PLYWOOD ASSOCIATION DESIGN / CONSTRUCTION GUIDE. (APA) LATEST EDITION 2. DESIGN CRITERIA 2.1 ROOF LOADING LIVE 20 PSF @ 1.25 DURATION FACTOR 30 PSF @ 1.33 DURATION FACTOR DEAD 17 PSF FOR SHINGLE 25 PSF FOR TILE 2.2 FLOOR LOADING LIVE 40 PSF @ 1.00 DURATION FACTOR DEAD 15 PSF 2.3 BALCONY LOADING LIVE 60 PSF DEAD 15 PSF 2.4 FOR FLOORING MATERIALS HEAVIER THAN 5 PSF, CONTACT ENDINEER OF RECORD FOR RECOMMENDATIONS 2.5 WIND LOADING SEE TABLE FOR CRITERIA DEAD MAXIMUM 10 PSF FOR SHINGLE 15 PSF FOR TILE I HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2004 FLORIDA BUILDING CODE, RESIDENTIAL. FBC NOTE THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. TRUSS NOTE 3. SOIL 3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2,000 PSF U.N.O. 4. CONCRETE 4.1 OPERATION INSTALLATION AND PROCEDURE TO COMPLY WITH ACI STANDARDS 4.2 CONCRETE & MINIMUM COMPRESSIVE STRENGTH OF 2500 psi AT 28 DAYS (U.N.O.) (3000 psi MIN IN HERNANDO) 4.3 REINFORCEMENT REBARS ASTM A615 GRADE 40 (U.N.O.) 4.4 WELD WIRE FABRIC (WWF ASTM Al85) 4.5 LAP SPLICES AND HOOKS SEE TABLE. 5. MASONRY 5.1 MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6/TMS 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: AND THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2 GENERAL SPECIFICATION FOR MASONRY STRUCTURES 5.2.1 TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2 COMPRESSIVE STRENGTH REQUIREMENT IS fm=1500 PSI 5.2.3 DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD 5.2.4 UNIT STRENGTH METHOD IS NOT APPLICABLE 5.2.5 QUALITY ASSURANCE IS NOT APPLICABLE 5.3 PRODUCTS 5.3.1 MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR 5.3.2 MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3 REINFORCEMENT, PRE -STRESSED TENDONS, AND METAL ACCESSORIES SHALL BE 40 KSI REBAR (MIN.). 5.3.4 WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5 STAINLESS STEEL IS NOT APPLICABLE. 5.3.6 COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.7 CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8 PRE -STRESSING ANCHORAGE, COUPLERS, AND END BLOCKS ARE NOT APPLICABLE. 5.3.9 JOINT FILLERS ARE NOT APPLICABLE. 5.3.10 LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE. 5.4 EXECUTION 5.4.1 PIPES AND CONDUITS ARE NOT APPLICABLE. 5.4.2 ACCESSORIES ARE NOT APPLICABLE. 5.4.3 EXPANSION AND CONTROL JOINTS SHALL BE AS INDICATED IN PLAN SET. F SHING NOTES: GALVANIZED STEEL FLASHING TO BE DONE AT: A: ALL ROOF CONNECTIONS ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. GEN. INSP. NOTES A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. FOR STRUCTURES BUILT WITHIN AREAS OF THE DESIGNATED WIND BORNE DEBRIS REGION, AS DEFINED IN THE 2010 FBC, ALL OPENINGS SHALL BE PROTECTED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION R301.2.1.2 OF THE 2010 FBC-R. IF BUILDING IS TO OCCUR WITHOUT OPENING PROTECTIONS, CONTRACTOR TO REQUEST VERIFICATION FROM FOR IN WRITING THAT SUBJECT HOMESITE IS OUTSIDE OF THE DESIGNATED WIND BORNE DEBRIS REGION. 6. WOOD FRAMING 6.1 DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2 ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. 6.3 FRAMING WALLS AND COLUMNS 6.3.1 MINIMUM OF 3 PLY S.Y.P. #1 STUD COLUMNS TO BE INSTALLED AT BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2 S.Y.P. #1 GRADE OR BETTER FASTEN PLYS TOGETHER USING 16d COMMON NAILS 6" O.C. AS EACH MEMBER IS APPLIED (U.N.O.) 6.3.3 4 PLY OR AND LARGER STUD COLUMNS SHALL BE FASTENED TOGETHER AS STATED ABOVE PLUS CS16 COIL STRAPPING WRAPPED AROUND COLUMN WITH A 4" END CAP AT 16" O.C. OR 1/2" < THRU BOLTS AT 24" O.C. 6.3.4 ALL FRAMING LUMBER SHALL BE S.Y.P. #1 OR BETTER U.N.O. 6.3.5 INTERIOR LOAD BEARING (IF APPLICABLE) WALLS SPACED AT 16" O.C. AND SHALL BE S.Y.P. #1 OR BETTER. 6.3.7 INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER. 6.3.8 INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0 AT MID -HEIGHT, AND SHEATHING JOINT. BRACE GABLE END WALLS AT 4'-0 O.C. AS SHOWN IN DRAWINGS 6.3.9 ALL LOAD BEARING WALL SHALL HAVE S.Y.P. #1 DOUBLE TOP PLATES AND SHALL BE FASTENED PER 5/S4. BOTTOM PLATES SHALL BE S.Y.P. #1. 6.4 ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5 PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-571 AND BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. 6.6 A.P.A. RATED SHEATHING EXTERIOR GRADE. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE 6.6.1 ROOF: SHINGLE, 7/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN TILE, 1/2" MIN. THICK SUPPORTED OVER 24" MAX. SPAN 6.6.2 WALL: 7/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN 6.6.3 FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE AND GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS 6.7 ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONG TIE CO., USP, KC METAL, OR EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER HIB-91 RECOMMENDATIONS AND SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.) 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. NOTE: MISSING DOWELS: WHERE FOOTING DOWELS ARE PLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 40 #5 BAR INSTALL IN SLAB W/5" MINIMUM EMBEDMENT, USE EPDXY GROUT. MISSING TRUSS ANCHORS: TRUSSES WHICH ARE PLACED SUCH THAT AN EMBEDDMENT ANCHOR IS MISPLACED OR MISSING MAY BE FASTENED TO THE MASONRY BOND BEAM USING ONE SIMPSON MTSM16 W/ (4) 1/4"x2 1/4" TITEN SCREWS AND 7-10 D NAILS IN TRUSS MAS CAP IS 840 #. MISSING ANCHOR BOLTS AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1.) 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1.) 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 48" O.C. IF RESISTING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 48" O.C. IF RESISTING GRAVITY LOADS ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. EXTERIOR CEMENTITIOUS FINISH CEMENTITIOUS FINISH OVER FRAME TO BE A MINIMUM 7/8" IN THICKNESS CEMENTITIOUS FINISH OVER CMU TO BE A MINIMUM 5/8" IN THICKNESS TO MEET ASTM C926 ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. TRUSS ENGINEER NOTE PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. PRE -CAST NOTE ALL MANUFACTURERED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS AND CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. MANUFACTURERS NOTE 46' .� • No 70658 Z. STATE OF .•�� O '•�.� TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y z CL w w U) U Z a 0 j= O U J J m LL Q J W ❑ j p Q Z Q J W m0l�iOj ❑❑❑❑❑ U Z (1) Jw _ Q > Ofw Q (10 O O_ Lim (r v Q 2Ix c5 � R) V z a. J j Q O z J r L CL: m U� 0 z ON o 0 OD OD= Wv! � w Z z og Q U z Z ISSUE DATE APRIL 2006 REVISION DATE 06116109 0412012012 SHEET Sl STRUCTURAL DETAILS 9 STORY I40UPH V 1/2" DRYWALL WOOD BASE LIVING J ELEV AT 0'-0" J 1 ST FLOOR FF \A��% 6" LAPPED AND �\�\ TAPED 6" MIL. V.B. �� (2) #5 REBAR CONT. ON #3 WIRE CHAIRS -TYPICAL AT LOAD BEARING FRAME WALLS 1/2" ANCHORS WITH 2" WASHERS @ 24" O.C. ANCHOR BOLTS SHALL BE SPACED @ 24" O.C. IF WALL IS BEARING FOR BOTH ROOF AND FLOOR. @ 6'4" O.C. TYP. 501E TO BE TREATED FOR TERMITES OR UTILIZE BORAGARE TERMITE TREATMENT TO ALL WOOD COMPONENTS a FINAL_ FRAME. STEP DOWN AT WOOD FRAME (1 INTERIOR BEARING WALL NOTE_ 5/8" DIA. X 8" SIMPSON TITEN HD ANCHORS W/ 2" DIA. WASHERS MAY BE USED IN LOCATIONS WHERE ANCHOR BOLTS HAVE BEEN MISSED, OR RENDERED UNUSABLE DURING CONSTRUCTION. (2" ANCHOR BOLT NOTE RECESS SLAB 1-1/4" DEEP 5-1/2" WIDE FOR 2 PANEL DOORS EXTERIOR BLOCK 7" WIDE FOR 3 PANEL DOORS - WALL BEYOND 9" WIDE FOR 4 PANEL DOORS L 4" CONC. PATIO SLAB ELEV AT 0'-0" � T - _d ° r 1ST FLOOR FF .\° A SLAB RECESS AT SLIDING GLASS DOOR / 1/2" DIA. X 10" W/ 1 1/4" BEND ANCHOR BOLTS @ 24" O.C. (MIN.) O.C. USE 2" DIA. X 1/8" 1/2" DRYWALL WASHER EMBED A MIN. OF 6" INTO CONCRETE. ANCHOR BOLTS SHALL BE SPACED @ WOOD BASE 24" O.C. IF WALL IS BEARING FOR BOTH ROOF AND FLOOR. ELEV AT 0'-0" - -- 1ST FLOOR FF 00 4 V�/V (� \��` e ,-� �. - �'� 917 6" LAPPED ANDVA TAPED 6" MIL. V.B. (2) #5 CONT. 3" SOIL TO BE TREATED FOR TERMITES r r CONC. COVERAGE OR UTILIZE BORAGARE TERMITE TREATMENT TO ALL WOOD COMFQNENTaa FINAL_ FRAME_ - 1'-4" SINGLE FLOOR LOAD BEARING 1'-8" SECOND FLOOR LOAD BEARING W/ (3) #5 CONT. (@ 2 STORY) o � INTERIOR BEARING `_-'WALL FOOTING DOOR - SEE FLOOR PLAN FOR SPECS THRESHOLD IN FULL 4 BED OF CAULK 41 M '�� �VA OVA/ COLD JOINT SEE FOUNDATION PLAN FOR FOOTING SPECS �- EXT. OUTSWING DOOR DTL �N.T.S SIMPSON HETA20 TYP V-0' TEXTURED CEMENT FINISH INSULATION R-30 KNOCK -OUT BLOCK WITH (1) #5 ROD CONT. w 0 z w (1) #5 REBAR CONT. FROM FTG. TO KNOCK OUT BLOCK TIED @ 25" ABV. SLAB 81 POURED v SOLID WITH CONCRETE TYPICAL ALL _ LL CORNERS. 4 U 00 a co 1X2 PT FURRING CONT. 1/2" DRYWALL !Q I> �Q I WOOD BASE (V ELEV AT 0'-0" 1ST FLOOR FF I GRADE / - - - col o� �;%/�% i / 6" LAPPED AND o iTAPED 6" MI 1 1 ,��• /\\/ \ � \\\ � L. V.B. `' I �I /�//' TW O WO STORY NOTE: - -� -- -- ' \ " -- - - - - SOIL TO BE TREATED FOR TERMITES WHEN TWO STORY - OR UTILIZE BORAGARE TERMITE (2) #5 REBAR CONT. ON 1'-4" 41, FOOTING SHALL BE V-8" TREATMENT TO ALL WOOD #3 WIRE CHAIRS @ X 1'-8" W/ (3) #5 CONT. GQ_MPON NTH a FINAL FRAME. _- 6'-0" O.C. TYP. --------.. _ATYPICAL ONE STORY SECTION AT HOUSE SEE DETAIL 1/S7 FOR TWO STORY jk ELEV AT 0'-0" GRADE 1 ST FLOOR FF SLOPE > v y o ti `v, °GO — d i\ \ \ 6" LAPPED AND A/�//j // X; TAPED 6" MIL. V.B. i 8" r (1) #5 REBAR CONT. SOIL TO BE TREATED FOR TERMITES ON #3 WIRE CHAIRS @ 6-0" O.C. TYP. OR UTILIZE BORAGARE TERMITE TREATMENT TO ALL WOOD MP_ONENTLY2S -_ FINAL FRAME. ,THICKENED SLAB AT ENTRY ,'---'----'STOOPS, AND LANAI SLABS 1 X2 PT FURRING CONT-.- - FINISH SEE ELEVATION 1/2" DRYWALL - WOOD BASE -- (1) #5 REBAR CONT. FROM FTG. TO KNOCK OUT - BLOCK TIED @ 25" ABV. LIVING SLAB 81 POURED SOLID =J - WITH CONCRETE. ELEV AT 0'-0" I 1ST FLOOR FF <` e- ° a v' -a -- ° d J / a - 6" LAPPED AND �. TAPED 6" MIL. V.B. //// (2) #5 REBAR CONT. ON SOIL TO BE TREATED FOR TERMITES 1'4" #3 WIRE CHAIRS @ 6'-0" OR UTILIZE BORAGARE TERMITE O.C. TYP. TREATMENT TO ALL WOOD GDMPDNENTS a FINAL FRAME- _j STEP DOWN AT CONCRETE 9 BLOCK BEARING WALL i d e a a � ` d d � o m e° a d ° d LAP SPLICE U 1/2" DRYWALL V \ WOOD BASE ELEV AT 0'-0" I - 1 ST FLOOR FF d 6" LAPPED AND \�!��\// \�;\\ \\% \\ TAPED 6" MIL. SOIL TO BE TREATED FOR TERMITES V.B. OR UTILIZE BORAGARE TERMITE (1) #5 REBAR' 8" 8" TREATMENT TO ALL WOOD (1) #5 #3 WIRE W OMPONENTS a FINAL FRAME--- CHAIRS @ 3 W O.C. TYP. - INTERIOR NON -BEARING WALL (4_--/�' FOOTING AT STEP DOWN SLOPE EXTR. BLK. WALL 13" WIDE X 3/4" VA BEYOND DEEP PITCH SLAB L EXPANSION JOINT TO DRIVE i CONCRETE DRIVE GARAGE TO STREET i ELEV AT V-0" 1ST FLOOR FF SLAB RECESS AT GARA E DOOR °d I / a a #4 = 2-1/2" ° a dU#5 = 2-1/2" d ° d #6=3" 14 - _.. n "B" j n °a STANDARD 900_.HOOK STANDARD 1800 HOOK REQUIRED LAP SPLICE, EMBEDMENT, AND HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 60 BAR BEND LENGTH LAP BEND LENGTH LAP SIZE DIAMETER SPLICE DIAMETER SPLICE - "A" "Bll "CII "D" 11/1" "BII "C" "D" #3 1 7/8 4 1 /4 7 15 2 1 /4" 4 1 /4 9 1 /4 18 #4 2 1 /2 5 5/8 9 1 /2 20 3" 5 5/8 12 1 /2 24 #5 3 1 /8 7 11 3/4 25 3 3/4" 7 15 1 /2 30 #6 3 3/4 8 7/ 16 14 30 4 1/2" 8 7/ 16 18 1 /2 36 #7 4 3/8 9 13/16 16 1/2 35 5 1/4" 9 13/16 21 3/4 42 #8 _ _ _ _ 8" 11.25 24 3/4 48 --#9 - - - - - 9" 12.66 28 54 #10 _ _ _ - 10" 14.06 31 60 #11 _ _ _ - 11" 15.46 341/4 66 \ REBAR LAP EMBEDMENT 10 - AND HOOK SCHEDULE RETAINING STEMWALL MATRIX FOR 2' 8" TO 7' 4" FT WALLS "L" HEIGHT IN FEET ARGUMENT 2.8 3.33 4.0 4.67 5.33 6.0 6.67 7.33 2'-8" S-4" 4'_0" 4'_8" 6-4" 6-0" 6-8" 7'4" A 8 8 8 8 8 8 8 8 B 48 48 48 40 32 24 16 8 C 3 3 3 3 3 3 3 4 D (INCHES) N/A N/A 48 48 48 36 36 36 G (INCHES) 4 4 12 12 12 12 16 16 H (INCHES) 8 8 8 8 8 12 12 12 W (INCHES)+ 20,16 20,16 20,16 20,16 20,16 24,20 24,20 30,24 ----------- Y N/A N/A + (2 STORY, 1 STORY) RESPECTIVELY MASONRY WALL r OF BUILDING z a (1) #5 CONT. PAVERED POOL DECK g L/2 MIN. 4" SLAB 2a 7 #5 90° HOOK, EA. VERTICAL g 6" THICK SLAB @ REBAR M-I I I WELL COMPACTED CLEAN FILL SOIL PER LOCAL BUILDING RESTRICTIONS _J' (A) x 16 CMU. HORIZONTAL DUR-A-WALL (1) #5 VERTICAL EA. COURSE (B) INCHES O.C. #5 DOWEL HOOK, EA. VERT. (C) #5 CONTINUOUS Z GRADE'- c� `coy SOIL TO BE TREATED FOR TERMITES „^ ' OR UTILIZE BORAGARE TERMITE R a nd TREATMENT TO ALL WOOD C�PONENTS a .FINAL FRAME. 3000 PSI W/2 (1) #5 @ (D) O.C. CONCRETE W � A NOTE: 1 ADJACENT STRUCTURES SHALL BE "L" DISTANCE FROM RETAINING WALL. FOR ALL WALL LESS THAN 2'-8": USE 2'-8" PARAMETERS, IF WALL EXIST ABOVE 2, GRANULAR SOILS EQUIVALENT FLUID RETAINING WALL MATCH SPACING OF WEIGHT 45 PCF. VERTICAL REINFORCEMENT OF STRUCTURE 3) PROVIDE TEMPORARY SUPPORT TO ABOVE. ENTIRE EXTERIOR FACE DURING BACKFILL, COMPACTION AND PLACING OF SLAB CONCRETE BY OTHERS. 4 60 KSI STEEL REINFORCEMENT. 5 WATER TABLE SHALL BE W+G+H BELOW TOP OF GRADE*. 6 ALL CELLS FILLED SOLID W/ 3000 PSI GROUT. RETAINING STEPWALL DETAIL 11 (SIMPLY SUPPORTED) M EN .0 40"1, Tl1MF'1 CIVIL DESIGN �� �� ;•��G F %�j 5289 EHRLIC:H ROAD •. %,OgSS •• : TAMPA, FL 33624 • No * (81.3) 960-5685 PHDN! top (813) 482-9128 FAx • cr JEREMY COUCH, P.E. •. a ' STATE E OF �: PROFESSIONAL ENGINEER 0 70658 /Q •• QP.' ���� I HEREBY (,LR71F Y [HA I I HAVF / '0'•.1 O R0•.••�0,% REVIEWED THE AITACIIFD &/ONA0- ��COMPLIANCENWIIH SLCI O H sot OF DIE 2010 FLORIDA BUILDING CODE, Rf SIDI N IIAI IHL LNGINELR HA-' NO/ REVIEWED THE PRE—ENGINEERED IRO; MANUF. 1 AYOI11 10 DEIERMINE ANY LOAD Bf ARING CONDITIONS AND RL SERVI III, RIGHT TO MAKE ANY CIIANGFS AEILR IRUSS LOAD INFORMATION IS SUPPLIED lO THE ENGINEER. SEALED FOR STRUCTURE ONLY z Q 0 >- rn O j U J J J J J Q Q Q > W � 0 z J Q Z U 0 0 W m Ii D ❑ ❑ ❑ ❑ U Z n K � Q w O cl, W , 1 (5 V Q CY z _j or J O J L.L O �,"� 0 m N r W U O C� _ r, Ocv -17 �O0 I- co �' T z z z ISSUE DATE APRIL 2006 REVISION DATE 06116109 - 0412012012 SHEET STRUCTURAL DETAIL S --2X S.P.F. STUDS AT 16" O.C. TOP TIC QCARA 10D COMMON @ 16" O.C. (4) 10D COMMON SIMPSON SP2 CONC. BLK WALL 1/2" DIA. ANCHOR BOLTS AT 24" O.�-- W/ NUT AND WASHER. (1) SIMPSON SP1 TYP. USE 1/2" DIA. A.B. OR SIMPSON TITEN HD (5/8" X 6") @ 24" O.C. 1/2" DIA. X 10" W/ 1 1/4" BEND ANCHOR BOLT @ 24" O.C. MIN. EXT. & 24" MIN. INT. USE 2" DIA. X 1/8" WASH. EMBED A MIN. OF 6" INTO CONCRETE CELL TO BE FILLED W/ CONC. TO FOOTING. 2X STUD 8" C. M. U. 1X P.T. STUD #5 VERT. IN FILLED CELL 1/2" DIA. ANCHOR BOLTS AT 24" O.C. W/ NUT & WASHER OR TITEN HD. 2X P.T. PLATE FRAME WALL TO C.M.U. WALL CONNECTION 1/2" X 8" ANCHOR BOLT @ — - - SIMPSON H3 W/ (8) 8D NAILS 24" O.C. W/ NUT AND USP916 FASTEN TO TOP AND BOTTOM (2) SIMPSON SP1 @ EA. STUD. WASHERS OR EQUAL. PLATE PLUS HORIZ. BLOCKING AT 48" O.C. --2X4 P.T. PLATE i TO BE USED AT ALL INTERIOR AND EXTERIOR LOAD BEARING WALL MASONRY/WOOD CONNECTIONS INTERIOR WOOD STUD BEARING WALL AND EXTERIOR WALL ATTACHMENT EMBED ACI STD.-- - HOOK IN BOND BM. EMBED ACI STD. - HOOK IN FOOTING I V IVIIIY. N A �/ • MASONRY WALL --- -K.O. CMU BOND BEAM --- #5 BAR VERTICAL WALL REINF. GROUT CELLS SOLID (SEE PLAN FOR LOCATIONS) #5 DOWELS (SEE PLAN FOR LOCATION) LAP 25" MIN. - CLEAN OUT _ELEV AT 0'-0" 1ST FLOOR FF FOOTING (SEE PLAN) REINFORCED CELL DETAIL 1 iuo:: REINFORCED CELL NOTE: IN LIEU OF CAST -IN -PLACE ANCHORS, 5/8" (MIN.) X 6" SIMPSON TITEN HD ANCHORS MAY BE USED. INSTALL TITEN HD ANCHORS WITHIN 6" OF TOP AND BOTTOM PLATE AND 24" O.C. BETWEEN END ANCHORS. STEPPED MASONRY WALL TIE BEAM DETAIL 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ._l_*______' 1 16 ILJI II ILJI — - LJ -SOLID AREAS I I — -SOLID AREAS ,' ARE STEEL AND r -1 ARE STEEL AND WALL ERIOR- i L J / GROUT II L J II i L J I j GROUT SAW CUT SAW CUT I '� - --FULL 8X8X16 TO101/2" I.I TO10112" I.I / BLOCK — IF OPENING- - ILi }- DOOR OPENING- - }� } DOOR OPENING _ J--I� —J —FILL THIS CAVITY FILL THIS CAVITY FILL THIS CAVITY — WITH GROUT FROM I �- -� I WITH GROUT FROMWITH GROUT FROM EXTERIOR I F 1 I FINISHED FLOOR I I FINISHED FLOOR I r 1 I FINISHED FLOOR WALL L J GRADE TO LINTEL I L -1 I GRADE TO LINTEL L J I GRADE TO LINTEL r-1 L� ABOVE — ABOVE I ABOVE Il Ir�l II i l All I Litl I 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY DETAIL -KNOCK-OUT BLK. W/ #5 CONT. FILL CELL W/ CONC. 1 1/21, V-0" 8 7/8" CTUAL 2" X 6" WHEN TRUSS HAS 2" X 4" TOP CHORD 2" X 6" TOP CHORD METAL FASCIA-------''f / VENTED METAL SOFFIT--------- METAL SOFFIT DETAIL 6 THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PARE OR PORTION OF THE PLAN SET. TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. - - FILL CELL FULL W/ 3000 PSI MIN. GROUT AT 28 DAYS -- 25" MIN. OVERLAP (1) #5 REBAR (40ksi) EMBEDDED 6" INTO SLAB CENTER OF CELL. DRILL 3/4" X 6" HOLE AND " EPDXY WITH SIMPSON SET \ EPDXY OR EQUAL. a --- EXISTING FOOTING RETROFIT DOWEL DETAIL --- - PRECAST LINTEL-REG. OR RECESS LINTEL COURSE --- AS NEEDED FOR TRANSOM HEIGHT I II ------------ II FRAME INFILL -_ AROUND WINDOW �i II II �/ TRANSOM / OPENING \ II PRECAST RECESS LINTEL (FILLED) II II II - DOOR - II OPENING \ II 7 LINTELS AT ENTRY DOOR WITH TRANSOM REBAR IN REBAR MAX SPAN ALLOWABLE MARK SIZE LINTEL IN KO CONFIGURATION (FT) LOAD (PLF) PC1 8"x8" 1 145 NO KO PRECAST LINTEL FILLED SOLID 6'-0" LINO PC2 8"x12" 145 NO KO FILLED PRECAST WITH 4" HALF BLOCK 14'-0" LINO FILLED PRECAST W/ FILLED KO ABOVE VARIES PC3 8"x16" NONE 145 UP TO 3 COURSES OF BLOCKS MAY BE BY ADDED BET KO & PRECAST AS NEEDED LOCATION FILLED PRECAST W/ FILLED KO ABOVE VARIES PC4 8"x16" 145 145 UP TO 3 COURSES OF BLOCKS MAY BE BY ADDED BET KO & PRECAST AS NEEDED LOCATION * ALLOWABLE LOADS TO BE PROVIDED BY LINTEL MANUFACTURER FOR GIVEN CONFIGURATION MASONRY LINTEL SCHEDULE of EMY • No 70658 •• ; * r � " r r w r � -�' • it • STATE OF ,ON A, e 4 0 R % V..- tx��� c� h`17 TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESS/OVAL ENGWNEER 0 70658 1 rEMY QERIIFY ?MAT I HAVE RENENED 1FE ATTACHED DE KK AND FM IT TO 6E IN odpuANCE WIM SEC71ON R301 OF 71E 2010 FLORIDA 61AlDING CODE; RESIDENIML. 1FE EN4WEDi HAS NOT REMENED 7 E PIE-ENariEEIED 7RUSS YANUF. LAYOUT 70 DEIERWE ANY LOAD 6EARIING COM71M AND RESOM 71E RIGHT TO HAKE ANY CHANGES AF7ER 7RUSS LOAD SEALED FOR STRUCTURE ONLY U Z Q 0 m O V J J J J J W LL J a Q O Z W Q Q J W mU ILL O ❑ ❑ ❑ ❑ ❑ U Z - ^L L J Q w > 0� I Q w rn 0 w W 0 Q = z _j J J Q Q L L U. z J �0Lo c u) r c.� w 0 C'qCN oo O O O m w 2 rn _ M O z Z oz < U Z I ISSUE DATE REVISION DATE 06116109 0412012012 SHEET S3 STRUCTURAL DETA& S C. - - ROOF FRAMING -- (2) 2X4 TOP PLATE -- SIMPSON CS16 @ 24" O.� (2) 16D COMMON TOENAILS -'1 @ EACH TRUSS REQUIRED REGARDLESS OF STRAPPING N (V SIMPSON CS16---- _ co io "' ----SEE UPLIFT SCHEDULE C° 1 1/4, to co N--ti_.__- NOTE: ---- - SP2'S ARE NOT REQUIRED IF 24" MAX. TYP. SP4'S ARE USED FOR EACH STUD. _ 1 1/2" 1 11/4'-� _ TRUSS CONNECTION AT FRAME WALL CL 3 (2) SIMPSON SP4fc _�ROPENING 3 SS THAN O `�UAL TO 3'- (2) SIMPSON LSTA24 W/--- / (18) 1 OD NAILS - CENTER ON HEADER \ - HTT4 AT EA. END FOR --- (2) 2X4 LAMINATIONS (3) 2X4 LAMINATIONS (3) 2X6 LAMINATIONS EXTERIOR WINDOW FRAMING CONNECTION DETAIL OPENINGS GREATER THAN T-0" EXTERIOR DOOR FRAMING CONNECTION DETAIL W/ (1) ROW OF STAGGERED W/ (1) ROW OF STAGGERED W/ (2) ROWS OF STAGGERED rA 10D COMMON WIRE NAILS 30D COMMON WIRE NAILS 30D COMMON WIRE NAILS (D=0.148, L=3") OR EQUAL (D=0.207, L=4 1/2") OR EQUAL (D=0.207, L=4 1/2") OR EQUAL '-'--SIMPSON SP4 W/ (6) 1HEADERDETAIL 10D NAILS EACH NOTES: '--SEE FLOOR PLAN FOR SIZE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION FASTEN WALL---------- -• = ' SHEATHING AT 3" O.C. 10D COMMON---3) EACH 30D COMMON NAIL MAY BE REPLACED W/ (2) 16D COMMON NAILS. (ONE INTO EACH OUTSIDE ALL AROUND OPENING \ Z 10 16" OC \ FACE OF B.U.C. SAME NUMBER OF ROWS, SAME SPACING) \� - -(3) 10D .----DOUBLE ,- -----(5) 10D �� �� Q (4)10D ~ - (4) 16D -- /l COMMON 4) FOR 4-PLY, PROVIDE 1/4 DIA. X 5 1/2 LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) Q T COMMON EA. COMMON \e\z- TOP PLATE COMMON T ui 11 SIDE OF JOINT 5) FOR 5-PLY, PROVIDE 1/4" DIA. X 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) OJ 16D--------- DOUBLE }' U JSTUDS @ COMMON \\ STUD 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION m J J J 16" OC @ 16' OC -- 16D COMMON SIMPSON HTT4 - W i @ 16" OC 0 -� 0 > -PT BOTTOM �; U.I Q Q C Q PLATE - COMMON TYPICAL NAILING SCHEDULES FOR ar Q Z `OMM )BUILT-UP COLUMNS W J -1 J COMMON t U LL 0 J m D COMMON T (2)8D HEADER DETAIL(SPAN GREATER THAN = _ a;- --(4) 16D COMMON 4 STUD CORNER COMMON DOUBLE END STUD 4'-0" OR GIRDER TRUSS BRG. POINT) ----1 OD GALV. @ 16" O.C. STAGGARD EACH SIDE 0 ♦♦^^ DOUBLE-----, ---(2) 16D ---CONDUIT 1 1/2" z VJ w TOP PLATE P COMMON - - WOOD BEAM TOP PLATE FASTENERS J OR GREATER �� SEE PLAN n w -16D COMMON O r @ 16" OC - SIMPSON MTS12 + (2) 16D �L (3) 8D- - - \'`--SIMPSON '.�Oj g d l COMMON TOENAILS @ EA. (�� W = TRUSS � COMMON #SS3 Q (� � T � V •+� ---SIMPSON bb Z %' Q b N C -PT BOTTOM #SS1 _ ` --- SIMPSON H6 PLATE �J cr cr Q Lo j END STUD INTERIOR STUD SHOE FOR EXTERIOR (1) r _ --- 16D COMMON &BEARING WALLS ---_-USE (2) SIMPSON CS16 m � SIMPSON w N o N o @ 16" OC MP ON CS16 @ EA.O EXTERIOR FACE.) W/(4) 0 o J -16D COMMON TOENAILS O O N m SIMPSON HD3B�- 12D COMMON----------, 24" MAX. LL w - = f d" _ 0 W/ 5/8" DIA A.B. _----- --(2) 3/4" DIA @ 12" OC �� ----- (4) 16D TYP. FROM BEAM TO COLUMN rr^^ CD _ OR A 5/8" DIA ' = '� THRU BOLTS �. COMMON VJ �- M EXPANSION ' (2) gp __-___-___ j / �_.-- U.N.O. @ 4X4 USE ABU44 0 ANCHOR COMMON �f U.N.O. @ 6X6 USE ABU66 Z z 'Al�� A Q 0Z ----(2) 2X4 W/ 1/2" dd J 40- Y-----PLYWOOD SPACER i �\--.---16D COMMON (4) 16D—� @ 8'OC COMMON �'�--, 4 STUD CORNER STRAPPING INFORMATION-------10D COMMON WOOD POST DETAIL ISSUE @ 12" OC INTERIOR HEADER (NON -BEARING) I \ �-- / I I APRIL 2006 TOP PLATE FASTENER SCHEDULE REVISION DATE WIND LAPSPLICE NAILING @ SPLICE ALL OTHER NAILING 140-150 MPH (EXPOSURE C INTERIOR WALLS 24,E 2-ROWS 10D @ 6" O/C 10D @ 8" O/C 06116109 04/20/2092 140-150 MPH (EXPOSURE C EXTERIOR WALLS) 24,E 2-ROWS 10D @ 3" O/C 10D @ 8" O/C coy o PEMY , . • C, E N S' • TAMPA CIVIL DESIGN `,� : :y , \,� • i • No 70658 l '� 5289 EHRUCH ROAD TAMPA, FL 33624 # : * (813) 960-5685 PHONE (813) 482-9128 FAX - •fl : c GENERAL WOOD ATTACHMENT DETAILS ` ✓EREMYCOUCH, P.E. '• STATE O F � � PROFESSIONAL ENGINEER y 70658 •' • sS,� I HEREBY CiRNY 1HAT 1 HAVE REVIEVAD IHE ATTAC#*D SHEET �N"ON i,, • . • • ; �` DESIGN, AND FMB IT TO 6E MI �NA, '``��� C0lfVANCE WIN SECIPM R301 OF 71E 2010 FLORMA 6UN.OMdG Z r}► CODF. RESI EII"I LL. 7HE E7vG EER HAS NOT REVILW 7w U.-EH E1iED 7RUSS UNW LAYOUT 70 DEIERINIE ANY LOAD 6E4IIIwG G1ONNUINS AND RESERVES THE RKMIT 70 MAKE ANY CHANWS AFTER 7RUSS LOAD TW TO STRUCTURAL DETAIL S SEALED FOR STRUCTURE ONLY I 1 I I I 11 11 . I I I! ! 111 !1 I I! I I I I I L! 1 ___j_ _ I_ I APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE---- ---APA RATED SHEATHING. FOR ATTACHMENTS SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. -----2X4 DIAGONAL ATTACHED W/ (4) 10D NAILS @ APA RATED SHEATHING. SEE --MAX. NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. a - (1)SIMPSON LSTA12----- -- w w -- 2X6 SYP. #2 ATTACHED TO---- -- - INTERSECTING 2X4 BLOCKING W/ (5) 10D NAILS. (1) SIMPSON LTA2 48" O.C:—" FLAT ATTACHED TO BOTTOM CHORD OF GABLE. 8" MASONRY WALL- --- W/ (1) #5 REBAR CONT. IN KNOCKOUT COURSE. j INTERSECTING BLOCKING AND (1) SIMPSON LSTA12 TO 2X6 VERTICAL BRACE. Al of A -- - PRE-ENGINEERED o i y- TRUSSES @ 24" O.C. k� ___ __-- ---- 1/2" CEILING GYM BD W/ 5D COOLER NAILS 7" O.C. OR EQUAL, DIAPHRAGM AREA. (4 BAY OR 8' FROM MASONRY WALL) 2X4 BLOCKING ATTACHED W/ (2) 16D TOENAILS EACH END, UNO. CATHEDRAL --------1/2" CEILING GYPSUM BD OVER 7/16" NOMINAL APA APPROVED SHEATHING. ATTACH SHEATHING W/ 8D NAILS 4" O.C. BOUNDARY, EDGES AND FIELD. - -- 2X4 BLOCK (3) 10D NAILS EACH END. NOTE: CROSS BRACING -1/2" GYM BD AND ALL BLOCKING TO BE REPEATED 48" O.C. TYP. GABLE END WITH FLAT CATHEDRAL APA RATED SHEATHING. SEE -- NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12-- STRAP 48" O.C. (1) SIMPSON LTA2 48" O.C.- ATTACHED TO BOTTOM CHORD OF GABLE 8" MASONRY WALL—- W/ (1) #5 REBAR CONT. IN KNOCKOUT COURSE. 4 BAY OR 8'-0" MIN. TRUSS BOTTOM CHORDT---1/2" CEILING GYM BD W/ 5D COOLER NAILS - --2X4 BLOCKING ATTACHED 7" O.C. OR EQUAL, DIAPHRAGM AREA. (4 W/ (2) 16D TOENAILS EACH \\ BAY OR 8' FROM MASONRY WALL) END, UNO. - - -(1) SIMPSON LSTA12 (TYP) OR PROVIDE 2X4 CONTINUOUS ADJACENT WITHIN 6" OF BLOCKING FLAT OR CATHEDRAL -1/2" GYM BD NOTE: CROSS BRACING AND ALL BLOCKING TO BE REPEATED 48" O.C. TYP. EXPANDED BLOCKING INFORMATION DIAGRAM (1) SIMPSON LSTA12 @ 48" O.C.- INTO BOTTOM CHORD OF GABL TRUSS AND 2X4 "L" BLOCKING. 2X4 BLOCKING ATTACHED W/ (2) 16D TOENAILS EACH END, U.N.O. 10D NAILS 6" O.C. CONNECTING-___-_- ✓ v ~-------2X8 PT PLATE W/ 1/2" DIA. ANCHOR BOLTS BOTTOM CHORD OF GABLE TO 48" O.C. EMBED. MIN. OF 6" INTO 2500 P.S.I. 2X8 PT PLATE, CONT. GROUTED 8" BOND BEAM W/ (1) #5 CONT. SALT. MASONRY GABLE CONNECTION OVERLAP TRUSS BRACING AT LEAST ONE TRUSS SPACE F'Kt-tNCiINttK TRUSS BRACING OVERLAP DETAIL SEE NAILING SCHEDULE TABLE FOR ATTACHMENTS APA RATED SHEATHING. SEE -- NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. 2X4 DIAGONAL ATTACHED W/ (4) 1 OD NAILS @ INTERSECTING BLOCKING. OAXI \ I / �� T-PRE-ENGINEERED TRUSSES @ 24" O.C. I -1/2" CEILING GYM BD W/ 5D COOLER _ NAILS 7" O.C. OR EQUAL, DIAPHRAGM AREA. (4 BAY OR 8' FROM MASONRY (1) SIMPSON LSTA12--------- --- - - f f`�, WALL) STRAP 48" O.C. % --2X4 BLOCKING ATTACHED W/ (1) SIMPSON LTA2 48" O.C:------` (2) 16D TOENAILS EACH END, LINO. ATTACHED TO BOTTOM CHORD OF GABLE % FLAT OR CATHEDRAL f 8" MASONRY WALL- ------- --' NOTE: CROSS BRACING W/ (1) #5 REBAR CONT. AND ALL BLOCKING TO BE IN KNOCKOUT COURSE. --1/2" GYM BD REPEATED 48" O.C. TYP. ATYPICAL MASONRY GABLE END SEE NAILING SCHEDULE T FOR ATTACHMENTS APA RATED SHEATHING. SEE ---- NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12 --- EACH END OF "L" BRACE. 2X4 #1, 2X6, OR 2X8 SYP. #2 -- @ 16" O.C. SEE FLOOR PLAN FOR SIZING OF STUDS. 2X BLOCKING @ ALL SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. HOOK TO MATCH ROOF PITCH 12" --APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. 2X4 DIAGONAL ATTACHED W/ (4) 10D NAILS @ INTERSECTING BLOCKING. 1/2" CEILING GYM BD W/ 5D COOLER NAILS - 7" O.C. OR EQUAL, DIAPHRAGM AREA. (4 BAY OR 8' FROM MASONRY WALL) --2X4 BLOCKING ATTACHED W/ (2) 16D TOENAILS EACH END, UNO. - (1) SIMPSON H1 NOTE: CROSS BRACING FLAT OR CATHEDRAL AND ALL BLOCKING TO BE REPEATED 48" O.C. TYP. TYPICAL FRAME WALL GABLE END MIN. HOOK LENGTH SEE FLOOR AND .� ---ROOF LINE FOUNDATION PLANS FOR PLACEMENT OF VERTICAL FILLED CELL ter ----CEILING PITCH TO BE 1/2 \ 12 // OF ROOF PITCH OR LESSER 8" MIN. RAKED BEAM-- --,,\, / / \ \ VARIES 12 \\ / TOP OF RAKED BEAM / VARIES/2- \ / —l#5 CONT. W/ 3000 PSI CONCRETE CEILING DIAPHRAGM /\ \ j FILLED (SEE LAP SPLICE TABLE) s / r \ G' \� VERTICAL FILLED CELLS @ 48" O.C. FOR GABLE WALLS EQUAL OR GREATER THAN 12-0". PROVIDE INTERMEDIATE BOND BEAM @ 11'4". FOR WALL SECTIONS LESS THAN 12'-0", SEE FLOOR PLAN FOR VERTICAL CELL PLACEMENT. (SEE PLAN FOR F.C. LOCATION.) SLOPED MASONRY BOND BEAM DETAIL BRACING PER TRUSS— ---- ENGINEERING APA RATED SHEATHING. SEE -- NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. /w DROPPED GABLE END FOR OUTRIGGER (1) SIMPSON LSTA12 - -- -- - STRAP 48" O.C. i (1) SIMPSON LTA2 48" O.C— ATTACHED TO BOTTOM CHORD OF GABLE 8" MASONRY WALL--- --- w/ (1) #5 REBAR CONT. IN KNOCKOUT COURSE. SEE NAILING SCHEDULE _-_PRE-ENGINEERED TABLE FOR ATTACHMENT. j' U.N.O. TRUSSES @ 24" O.C. MAX i II I 4 v 1 . 1/2" CEILING GYM BD W/ 5D COOLER NAILS 7" O.C. OR EQUAL, DIAPHRAGM AREA. (4 BAY OR 8' FROM MASONRY WALL) - -2X4 BLOCKING ATTACHED W/ (2) 16D TOENAILS EACH END, LINO. FLAT OR CATHEDRAL GYM BD NOTE: CROSS BRACING AND ALL BLOCKING TO BE REPEATED 48" O.C. TYP. GABLE SECTION LESS THAN 4'-0" HIGH APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. --COMPRESSION WEB SLOPING 3�o�p° OR VERTICAL. -----CONTINUOUS PERMANENT LATERAL BRACE (CLB) PERMANENT DIAGONAL BRACE NAILED TO OPPOSITE SIDE OF WEB TO PREVENT LATERAL MOVEMENT AND SHOULD BE REPEATED AT APPROXIMATELY 20' INTERVALS. NOTE: \----_.-_ —1/2" CEILING GYPSUM BD. THREE OR MORE REPEATED IDENTICAL TRUSSES SHALL HAVE DIAGONAL BRACES. - - --1X4 MIN. BRACING (AS REQUIRED BY HIB-91) W/ (2) 10D NAILS @ INTERSECTING WEBS CLB BRACING AT 20' MAXIMUM INTERVALS CLB DIAGONAL BRACE AS REQUIRD BY HIB-9' BRACING AT 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES. `%TINUOUS CORD ACING 1X4 MIN. NOTE: 1) SEE TRUSS MANUFACFACTURE'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED. 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 3) "X" BRACE CENTER @ 20' INTERVALS AND EACH SIDE OF CENTER OF RAT RUNS. 10 GABLE AND CLB BRACING DIAGRAM iv 'VA 11►Y 1 11 111'to ♦ �r i No 70658 r • �L :� •: STATE OF •'� �•,L• .�•• �. / ����iSS /O N 1 TAMPA CIVIL DESIGN 5289 EHRUCH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENWNEER N 70M I FE2®Y GER7FY 7NAT I HAW REWENED T►E ATTACHED DESNK AND FM IT TO EIE MI CC PLIANCE WTH SEC110114 R301 OF 7W 2010 RA DA BULDM CW& REWW"ML. 7NE EN04M HAS NOT IENED IEI'7HE PIS-ENQE�EQIED 7RI1SS AL4NUF LAYOUT TO DE1ERAN E ANY LOAD HEARMVf' COM71M AND DYES 7FE RKI�IT ro KE YAANY aI q= AFTER TRUSS LOAD wFartAum TO SEALED FOR STRUCTURE ONLY U z Q j-00JJ m _j J J J J 0 w W p Z Q r w U 00 •J LL -1w ir 0 J -j m D ❑❑❑❑❑ U Z CO Jw Q m Q w 0 W w 0 o = w z J > J J a �.i1. z O L o m 0 w UN OoN Nz � O �0 O in in F- w J� rrnn VJ r r _ :2 00 0 z CZO Z Q Z c.� ISSUE DATE REVISION DATE 06116109 0412012012 SHEET S5 STRUCTURAL DETAIL I II III u ' 1 I.I I F I 1 I SEE TRUSS LAYOUT FOR STRAPPING. FASTEN EA. STUD TO PLATE W/ SIMPSON SF (12)10D NAILS. FULL DEPTH BLOCKINI PANEL EDGES W/ (3) 1 TOENAILS EACH END. SIMPSON SPI W/ (10) 1 NAILS EACH STUD. INSTALL 8" X 1/2"0 "J" I AND WASHERS W/ 5" EMBED AT 2'4" O.C. (MAX.) CENTERED ON WALL. 711911 AAA DATCfI Mf'%l 101 C T/IPI nl ATC STRUCTURAL KNEEWALL / SHEAR WALL 2X BUCKS ATTACHED WITH- 1/4" X 3" MASONRY ANCHORS AT 12" O.C. WITH MAX. 6" FROM END OF MEMBER AT MASONRY OPENINGS. 2X MEMBERS ATTACHED W/ SIMPSON A35 WHERE NEEDED TO MEET MANUFACTURER'S ATTACHMENT POINT REQUIREMENTS. IF 1X - ATTACH WINDOW ----- THROUGH BUCK TO MASONRY/ WOOD FRAMING IF 2X - ATTACH TO 2X BUCK. IF 2X - ATTACH TO MASONRY— W/ 1/4" X 3" MASONRY ANCHOR AT 12" O.C. W/ MAX. 6" FROM END OF BUCK (TYP. ALL 2X WINDOW BUCK ATTACHMENT.) --SIMPSON A35--- AT ALL 2x TO 2x CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/ MIN. (2) 10D NAILS, END NAILING TO MEMBERS FOR WINDOW/ BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR. --"SS ENG. i C. 'OM PLATE MASONRY WALL IFIC LOCATION. �---- SHEATHING ATTACHED TO EXTERIOR FRAMING PER SPECIFICATIONS GIVEN IN SEALED PLAN SET. FRAMING ABOVE/ BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINHGS/ CODE. TYP. 16" FRAMING SPACING SHEATHING AND ATTACHMENT TO MEET SPECIFICATIONS IN SEALED PLAN SET. WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO MASONRY/ WOOD FRAMING ONLY. NUMBER OF DIAG. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO MASONRY PER SPECS GIVEN IN THIS DETAIL. 2X TO 2X ATTACHMENT TO BE SIMPSON A35. KNEEWALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/ SHEATHING ATTACHMENT AT TOP/ SIDES OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNESS AT CENTER OF ARCH, USE DIRECT ATTACHMENT TO MASONRY/ WOOD FRAMING, WITH OR WITHOUT 1X BUCK, WITH 2X BUCK AT EACH SIDE TO EDGES OF OPENING. ALL MASONRY ANCHORS TO HAVE MIN. 1 1/4" EMBEDMENT. GENERAL IRREGULAR WINDOW ATTACHMENT SIMPSON HGAM10 CONNECTOR W/ (6) 10D X 1 1/2" INTO BLOCKIN AND (3) 1/4" X 2 1/4" TITEN INTO MASONRY. 1/2" HIGH STRENGTH OR 5/8" GYI WOOD TRUSSES 2X4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTTOM CHORD FOR (4) TRUSS SPANS ATTACHED W/ (2) 16D AT EACH TRUSS JOINT. 2X4 BLOCKING AT 24" O.C. W/ (2) 16D TOENAILS @ EACH END. MASONRY WALL ARCHITECTURAL FINISH. EXT. MASONRY WALL CONNECTION AT NON -LOAD BEARING LOCATION 12 (TYP.) SEE ELEV. SIMPSON SP2 @ EA. STUD.- 7/16" APA RATED SEATHING SEE SCHEDULE FOR FASTENING. 2X4 SYP #1 STUD @ 16" O.C. SIMPSON SP1 @ EA. STUD. 1/2" DIA. ANCHOR BOLT W/ NUT & WASHER. @ 24" O.C. 8" X 8" X 16" K.O. BLOCK W/ (1) #5— CONT. AND FILLED W/ 2500 P.S.I. GROUT. (1) #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK. PRE- ENGINEERED WOOD TRUSSES AT 24" O.C. UPLIFT CONNECTOR. (SEE SCHEDULE) DOUBLE 2X4 S.P.F. TOP PLATE. _--7/8" STUCCO FINISH PER ASTM C. 926 APPLY (3) LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST (2) LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED. MAIN SPAN ROOF TRUSS. UPLIFT CONNECTOR. (SEE SCHEDULE) MOISTURE BARRIER. KNEEWALL ABOVE MASONRY WALL DETAIL EDGES OF SHE, BLOCKII WALL, F CLIP FO AND GR SIMPSON A34 CONNECTOR W/ (4) 8D X 1 1/2" INTO BLOC AND (4) 8D X 1 1/2" INTO TOF 1/2" HIGH STRENGTH OR 5/8 WOOD TRUSSES 2X4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTTOM CHORD FOR (4) TRUSS SPANS ATTACHED W/ (2) 16D AT EACH TRUSS JOINT. 2X4 BLOCKING AT 24" O.C. W/ (2) 16D TOENAILS @ EACH END. EXT. FRAME WALL CONNECTION AT NON -LOAD BEARING LOCATION TYPICAL NAILING SCHEDULE NAIL SHEATHING SHEATHING EDGE FIELD ROOF 8D COMMON 7/165/8" NOMINAL 4" 6" 6" WALL 8D COMMON 7/16"------> 5/8" NOMINAL 4" 6" 6" FLOOR 1OD ICOMMON 3/4 T.G. 6" ALL SHEATHING APA RATED, EXTERIOR GRADE. NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED AT RIDGE OR HIP. AT 12" OR LESS USE LUMBER ONLY BLOCKING 2X4 FLATWISE OR EDGEWISE ON BOTH PANEL EDGES. TYPICAL NAILING SCHEDULE FOR WALL ROOF AND FLOOR +' No 70658 STATE OF pP; \=�v 6 I,"elf" .-(QR1• •, � ♦♦ Sj0 N A` ����♦ 47`ZS UNDARY NAILING R WALL, DASHED IE INDICATES TOP 4TE OF WALL BLE END TRUSS P CHORD. UNDARY UNDARY NAILING R OVERHANG TRIGGER AT 24" J. ,JAB FASCIA OR WALL PLATE BOUNDARY NAILING (PERIMETER OF DIAPHRAGM) TAMPA CIVIL DESIGN 5289 EHRUCH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENOINEER # 706M I HEMY CERIFY THAT I HAVE REMENED THE ATTACHED DESK ARID FMrn IT TG BE IN C060VAI GE INTH S1ECTM R301 OF THE 2010 FLO WA BU LMO CooE, IESIDOvnAL. THE ENGINIEER HAS NOT REVENED THE PRE-EW(IEERED TRUSS MANI/F LAYOUT TO DETERINNE ANY LOAD BEARING CONIDrT►M AND RESERVES THE RXW TO MAKE ANY C HANGM AFTER 7W= LOAD O7?CN IS SUPPLAW TO DE EM N EEIL SEALED FOR STRUCTURE ONLY U z a m —1 J U J U J —J 11-J<10ZQ LL J J Q O W Q J r W U J ir O W J m _ _ _ j 2 ❑ ❑ ❑ ❑ ❑ U Z VJ o � Q w O w cr W V- (� V C)V = 0 z J J Q LL z -1 O Lo S m r Of W 0 C, N 0 N O _ ,Z) LL �0 LL O N m m Q2 0 Z Z �Z Q z ISSUE DATE in l REVISION DATE 06116109 0412012012 SHEET STRUCTURAL DETAILS RUN SHEATHING CONTINUOUS TO TOP OF MASONARY. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALCS (R-19 MIN.) 1/2" NOMINAL APA RATED SHEATHINGW/ METAL "H" CLIPS. TILE ROOF ON 90#-- -- - ROLL ROOFING ON 15# SEE ELEVATION PAGES - FOR SOFFIT AND FASCIA DETAIL. (2) 2X10 WOOD HEADER--- - (U.N.O.) W/ 1/2" FLITCH PLATE SEE FLOOR PLAN FOR EXACT SCHEDULE. TRIM - SEE ELEVATIONS ---- ALUMINUM FRAMED WINDOW --- SEE FLOOR PLAN FOR SIZES TRIM VARIES - SEE ELEVATIONS INSULATION PER COMMUN SPECS OR ENERGY CALCS 7/16" APA RATED SHEATHING ----- SEE SCHEDULE FOR NAILING. 7/8" MIN. CEMENTITIOUS COATING—� OVER METAL LATH. 2X4 SOLE PLATE NOTE: SIMPSON MSTAM36 @ 32" O.C. MAY BE USED I.L.O. 1/2" DIA. ANCHOR BOLT ASSEMBLY 2X4 #1 SYP RIM W/ - - - _`...._ (3) 16D NAILS EACH TRUSS JOIST (INSET) SHEATHING TO BE FLUSH W/ BLOCK--- 1/2" DIA. ANCHOR BOLT W/ EXTENSION-` NUT AND WASHER AT 24" O.C. 8" CONC. K.O. BLOCK BOND E POUR SOLID W/ (1) #5 REBAR CONT. HOIZ. MIN. LAP = 25" ALUMINUM FRAMED WINDOW ------ SEE FLOOR PLAN FOR SIZES PRE -CAST CONC. SILL 4" HIGH CONC. BLK.------------ - 8" CMU PER ASTM-C 90, 1900 -- - P.S.I. MIN. W/ TYPE M OR S MORTAR PER ASTM-C 270. 5/8" CEMENTITIOUS COATING------ -- OVER CONC. BLOCK co GRADE- 477-1 i/ ------ ------ ENGINEERED ROOF - TRUSSES AT 24" O.C. INSULATION BAFFLE \ \ `—INSULATION PER ENERGY CALCS GYPSUM CEILING BOARD HURRICANE ANCHOR @ EACH TRUSS (SEE ROOF PLAN) �___DBL. 2X4 TOP PLATE \___._-GYP. BOARD RETURN I -DBL. 2X4 TOP PLATE SIMPSON SP2 AT EACH --- WINDOW SILL ( CAULK AT WINDOW STUD TO TOP PLATE I - z2X4 SILL `� WALL CONNECTION NO WINDOW / ------ i --1/2" GYPSUM BOARD ji --- 2X FRAME WALL 12" O.C. WHEN WALL IS PERPENDICULAR TO FLOOR SYS. 2X FRAME WALL 16" O.C. WHEN WALL IS PARALLEL TO FLOOR SYS. ---SIMPSON SP1 i ­3 1/4" BASE / _---3/4" T AND G GLUED CONSTR. ADHESIVE AND NAILED SEE / SCHEDULE FOR NAILING / SEE ELEVATIONS PRE ENGINEERED WOOD FLOOR TRUSSES AT 24" O.C. 1/2" CEILING GYP. BOARD 1X2 P.T. FURRING HORIZ. 1X6 P.T. CURTAIN NAILER AT OPENINGS PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE 1X P.T. BUCK STRIP WINDOW SILL - CAULK AT WINDOW 1/2" GYPSUM BOARD -- 4" CONC. SLAB (2500 P.S.I.) im3000 P.S.I. CONCRETE HERNANDO CO. A' -— — — — — — — j\\� j\\� j\ /\\� j ELEV AT 0'-0"_ 'v 1ST FLOOR FF 0 \\\/�/\\\�/\\\ _-- 6" LAPPED AND TAPED 6" MIL. V.B. (3) #5 REBAR CONT. ON # 3 WIRE--- -� CHAIRS @ 6'-0" O.C. TYP. T-8" -- -.of 501L TO BE TREATED FOR TERMITES OR UTILIZE BORACARE TERMITE TREATMENT TO ALL WOOD ATYPICAL TWO STORY WALL SECTION 2 INTERIOR BEARING WALL FOOTING 2 STORY 1/2" DRYWALL WOOD BASE - "'^" W/ 1 1/4" BEND ANCHOR A- O.C. (MIN.) O.C. USE 2" WASHER EMBED A MIN. CONCRETE. ANCHOR kLL BE SPACED @ 24" LL IS BEARING FOR BOTH FLOOR. T. 3" ✓ERAGE TYPICAL AT LOAD BEARING FRAME WALLS 1/2" ANCHORS WITH 2" WASHERS @ 24" O.C. ANCHOR BOLTS SHALL BE SPACED @ 24" O.C. IF WALL IS BEARING FOR BOTH \ ROOF AND FLOOR. LIVING—, ELEV AT 0'-0" 1ST FLOOR FF 16 .4 lb 6" LAPPED AND--' TAPED 6" MIL. V.B. V-8" (3) #5 REBAR CONT.---- ON #3 WIRE CHAIRS @ 6'-0" O.C. TYP. SOIL TO BE TREATED FOR TERM I TES OR UTILIZE BORACARE TERMITE TREATMENT TO ALL WOOD STEP DOWN AT WOOD FRAME INTERIOR BEARING WALL 2 STORY DECKING -- -- 2X4 PANEL BLOCKING @ 48"- O.C. FOR THE FIRST 8'-0" OF END WALL FROM EACH END. (TYP) TOP & BOTTOM CHORD ATTACHED W/ (2) 16D TOE NAILS. 2X4 CROSS BRACE @ 48" O.C.— FOR THE 1ST 2'-0" OF END WALL W/ (2) 1 OD X 3" @ EACH END INTO 2X4 BLOCKING. --- 2ND FLOOR FRAMING ----SIMPSON LSTA24 STRAP W/ (9) 1OD X 1 1/2" NAILS TO STUD & (9) 10D X 1 1/2" TO FLOOR JOIST @ EACH STUD. NOTE: SIMPSON MSTAM36 @ 32" O.C. MAY BE USED I.L.O. 1/2" DIA. ANCHOR BOLT ASSEMBLY FLOOR JOIST -SEE FRAMING PLAN WEEP SCREED INSTAILED PER MANUF. SIMPSON HETA20 @ 24" O.C. W/ (9) 10D X 1 1/2" NAILS INTO BLOCKING JOIST & MIN. 4" EMBEDMENT IN CONCRETE NOTE: ADD 2X4 BLOCKING @ LSTA24 OR HETA20 WHICH IS NOT ALIGNED W/ TRUSS VERT. WEB USING (2) 10D TOENAILS @ EA. END. 2ND FLOOR FRAME CONNECTION SIMPSON CS16 STRAP W/ (13) 8D NAILS TO STUD & (13) 8D TO BAND JOIST Al 2ND FLOOR W/ BEAM/GIRDER NOTE: EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER 'XBOT. PLATE W/ (2) 1 OD @ 6" O.C. LOOR TRUSS/JOIST 2ND FLOOR FRAME CONECTION COLUMN PER PLAN 2 X 4 BOTT. PLATE SQUASH BLOCKING TO MATCH COLUMN THICKNESS (2) 2 X 4 TOP PLATE SIMPSON CS16 @ EACH COLUMN PLY (U.N.O.) CONTINUE COLUMN TO FOUNDATION & CONNECT W/ HTT4 (U.N.O.) FRAME/FRAME TWO STORY CONNECTION DETAIL UNBRACED WALL HEIGHT (H) #1 S.Y.P. 8-0 2X4 2X4 @ 16" O.C. 81-8" 2X4 @ 16" O.C. 9'-0" 2X4 @ 16" O.C. 9'4" 2X4 @ 12" O.C. 10'-0" 2X4 @ 12" O.C. EXTERIOR FRAME WALL STUD SPACING tt,11 a 181011i ,`���N1Y CQU,�i��i SF C'S' �'. % i No 70658 ; r • Y. � STATE OF " J' �iios,0 N A„ 1 TAMPA CIVIL DESIGN 5289 EHRUCH ROAD TAMPA, a 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL EAKUNEER #r 706M I HEREBY CER7FY THAT I NAYS REWEVAD 1FE ATTACNO NNW AND AM IT W 1W W COIPL. NNE WWH SECfldv R30f CF 7HE =0 IMOWA BIAII MO C= la mmovRAL. 11E 80Q% Qt HAS NOT REYIE'NED 11E PRE-E1009MIM 1RUSS YANUR LAYOUT 10 DE'IEMME ANY LOAD REARM CONWM vS AND R SSWIM flE wfT 7n umm ANY c"q= AF1ER IMM LOAD N#lvw7lw IS SupPLIED 1n SEALED FOR STRUCTURE ONLY U Z }- m cr OUJJ J J J Q J O j W p Z J Q m U 0 a: 0 W D _ _ _ co ❑ ❑ ❑ ❑ ❑ U ZQ Jw _ > Qw O w � L1 W Ln F- o' Z J J � z J �0LO 0 D � r W 0 CN O0 CD O �00 m w _ z :2 o i 0 z Q Z o g U z_ J Z U ISSUE DATE APRIL 2006 REVISION DATE 06116109 0412012012 SHEET S7 STRUCTURAL DETAIL S PRODUCT CATEGORY SUB CATEGORY MANUFACTURER STATE APPROVAL NUMBER STRUCTURAL COMPONENT WOOD CONNECTOR ANCHOR SIMPSON FL10456.6, FL11473.3, FL10456.18, FL10866.10, FL10456.19, FL1045623, FL11473.11, FL11496.1, FL11470.6, FL10852.4, FL11473.16, FU1496.3, FL11473.17, FL11470.7, FL11473.19, FL10456.33, FL10456.35, FL70852.13, FL11473.18, FL10456.36 EXTERIOR DOORS SWINGING THERMA TRU FL10975.1 R4 WINDOWS SINGLE HUNG PLY GEM FL10788.1 EXTERIOR DOORS SLIDING PLY GEM FL14634.4 ROOFING ASPHALT SHINGLES OWENS CORNING, FL10674-Ri ROOFING RIDGE VENT OWENS CORNING FL10758 ROOFING UNDERLAYMENTS OWENS CORNING FL9777-R1 STRUCTURAL COMPONENTS OTHER CAST-CRETE FL158-R3 STRUCTURAL COMPONENTS OTHER COMMERCIAL CONCRETE PROD. FL1774-R2 STRUCTURAL COMPONENTS OTHER LOTTS CONCRETE PROD. FL12045 STRUCTURAL COMPONENTS OTHER WEKIWA CONCRETE PROD. FL1418-R2 EXTERIOR DOORS SECTIONAL CLOPAY BUILDING PROD. FL15279 STRUCTURAL COMPONENTS ENGINEERED LUMBER BOISE FL1645 ROOFING SOFFIT KAYCAN FL12198 ROOFING SOFFIT AMERICAN CONSTRUCTION MATERIALS FL12019 ROOFING HACIENDA ROOF TILE HANSON ROOF TILES FL3506.1 ROOFING REGAL ROOF TILE HAN30N ROOF TILES FL3506.3 SHUTTERS 20 GA, 24 GA, FABRIC GLOBAL PROTECTION PRODUCTS FL15076.1, FL 15076.2, FL 15088 U Z Q 0 � U � m LL 0 W > W0�ZQ Q 0 Z W QUOco -' ❑❑❑ U Z_ Cn o LLJ WW ° 0 � w � z 0 C� Q Z LD ^ v Z ( D J J Q Q�J L U Z J LL W0 � m 0 Z W 0 W oaz � O _ �w S2: o z :or �o a Q �z z 0 ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET PA Przooucr APPROVAL MIAM I I MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 118015 SW 26 Strut, Rwin 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Flnride 33175-2474 T(786) 313-23941 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA)ivwIlkinin ildadc.mov/bulidind Owens Corning Roofing and Aspbaht, LLC One Owens Corning Parkway Toledo, 01143659 SCOPE: 'I7ris NOA is being issued under the applicable rules and regulations governing the use of construction materials, '[lie documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturcr will incur the expense of such testing and fie AHJ may immediately revoke, modify, or suspend the uslc of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to rnvet the ruquiruments of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the Iligh 'Velocity Hurricane Zone of the Florida Building Code. DF' SCRIPTiON: Onkridge* Shingle LABELING: Eauh unit shall boar a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RF;NF.WAL of this NOA shall be considered after a renewal application leas been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any otherpurposc s shall automatically terminate this NOA. Failure to comply with any section of this NOA shall he cause for terrnina(ion and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dadc County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOAM 10-1015,01 and consists of pages I through 4. The submitted documentation was reviewed by Alex Tigrera. NOA No.: 11-0411.03 14M®U Expiration Nte: 02/03/16 Approval date: 06/16/11 page l or 4 ROOFING AsstmBL'Y APPROVAL Category: Sub-Cuteeorw Materials Deck Tyne: SCOPE Roofing Asphalt Shingles L.arninale Wood This approves a roofing system using Owens Corning Oakridge® asphalt shingles manufactured by Owens Corning as described in Section 2 of his Notice of Acceptance. PRODUCT DESCRIPTION Product Dimensions Tt6( Product Deacrintiun Specifications OakridgeO 13 'A" x 39 .'/e" TAS 110 A heavy weight, fiberglass reinforced MunuActurinJ; laminate asphalt shingle with continuous Locations #1, 2, 3, 4 bead of sealant, Oakridge40 13 '/a" x 39 318" TAS 110 A heavy weight, fiberglass reinforced Manufacturing laminate asphalt shingle with dashed bead of Location #1, 3, 4 sealant. MANIIFAC71I1RING LOCATION 1. Memphis, TN 2. Irving, TX 3. Savannah, GA 4. Jacksonvaie, FL )EVIDENCE SUBMITTED Test A¢eacv Test Identifier Test Nome/Reno Date PRI Construction Materials "l U11111ologies 0CF-153-02-01 TAS 100 09/22/I 0 PRI Construction Materials Technologies OCF-152-02-01 TAS 100 09/21/10 PRI Construction Materials Technologies OCF-158-02-01 TAS 100 11/10/10 PRi Construction Materials Technologies OCF-151-02-01 TAS 100 09/27/10 Pitt Construction Materials Technologies OCF-150-02-01 TAS 100 09/21/10 PRI Construction Materials Technologies OCF-165-02-01 TAS 100 01 /07/11 PRI Construction Materials Technologies OCF-170-02-01 TAS 100 06/06/11 Underwriters Laboratories 09NK14530 ASTM 1) 3462 121.31/09 Underwriters Laboratories IU453 ASTM D 3462 10/11110 Underwriters Laboratories R2453 ASTM 1) 3462 11/03/10 Underwriters Laboratories R2453 ASTM D 3462 i0/1 1/10 Underwriters Laboratories iZ2453 ASTM D 3462 10/1 1110 Underwriters Laboratories IU453 ASTM G 108 01/131111 Underwrilcxs Laboratories R2453 ASTM L 108 loll 1/10 Underwriters laboratories R2453 ASTM B 108 11/03/10 Underwriters Laboratories R2453 ASTM E 108 10i11/10 Underwriters Laboratories R2453 ASTM F, 108 10i11110 Underwriters Laboratories 09NK 14530 TAS 107 (ASTM i) 3161) 12/31/09 DETAIL A Underwriters Iaboratories OINK44201 TAS 107 (ASTM D 3161) 09/09/02 Underwriters Laboratories IONK13947 TAS 107 (ASTM D 1161) 11112/10 Underwriters Laboratorim 1?2453 TAS 107 (ASTM D 3161) 10111/10 EDGE OF ROOF Underwriters Laboratories 03NK04954 TAS 107 (ASTM D 3161) 03/07/03 Underwriters Laboratories IONK13947 -TAS 107 (ASTM D 3161) 01128/11 Underwriters Laboratories I ]CAI 5662 TAS 107 (ASTM D 3161) 05127/ 11 LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 fit. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913-72 of the Florida Administrative Code. INSTALLATION 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 1 15 3. The manufacturer shall provide clearly written application instructions. 4. Fxposure and course layout shall be in compliance with Detail'A', attached. 5. Nailing shall be in compliance with Detail'B', attached. LABELING 1. Shingles shall be labeled with die Miami -Dade Seal as seen below, or the wording "Miami -Dade County Product Control Approved". BUILDING PCRIVIIT RE,E,QUIREMEN I'S 1. Application t'or building permit shall be accompanied by copies of the following: 1,1 This Notice of Acceptance, 1,2 Any other documents required by the Building Official or the applicable code In order to properly evaluate the installation of this system. NOA No.: 11-0411.03 Expiration Date: 02/03116 Approval Date: 06/16111 Page 3 of 4 FIRST( DETAIL B NOA No,: 11-0411.03 Expiration Date: 02103/16 Approval Date: OW16/11 Page 2 of 4 OWENS CORNING OAKRIDGE WITH CONTINUOUS OR DASHED SEALANT "211 --I 2" _ -_ 11„ 13-1/4" l END OF THIS ACCEPTANCE 1„ 5 5/8" EXPOSURE NOA No.: 11-0411.03 Expiration Date: 02/03/16 Approval Date: OW16111 Page 4 of 4 U Z Q � U L) 0 .. J J U_ mJ0W 0 0> Q Z F— Q Z W J mU -OD v! ❑❑❑ U Z o U) LLJ a w w � U) 0 w Q z0 F_ Qzit ^ J � J v Q z 6 o z z J a U. w 0 0 0 m O 0 W 0 W 00 z o o_J 0 V N M `D m _ � w o Of o Z Z Q C) z U J z ISSUE DATE AUGUST 2008 REVISION DATE 3-7-20 92 SHEET N1 PRODUCT APPROVAL F= 0 U Iv v U 0 -v a. H a� tl a Y N N s cc CD U U_ in 11 8431 Murphy Drive Middleton, WI 53562 Telephone. 608-836-4400 Facsimile: 866-262-2753 www.intertek-etlsemko.com 9 March 2012 Scott Hamilton, P.E. Senior Project Engineer Clopay Building Products Co., Inc. 513.770.6013 (voice) 513.770.4853 (fax) sham ilton(i;clopay.com RE: FL15279 Dear Mr. Hamilton, This letter is in response to your request for verification of a QA contract between Clopay Building Products Co., inc. and Intertek for sectional exterior door assemblies covered under the FBC QA program and that the product meets the 2010 building code. This product is currently under surveillance set -vices with Intertek for the Florida Building Code. Please note the Certification Agreement between Intertek and Clopay Building Products, which may also be referenced as a QA contract, bears no expiration date and as such does not expire except upon its termination and is valid indefinitely. Also enclosed is the current inspection report. Should you need anything further please do not hesitate to contact ine. Sincerely, Timm J. Schaeffer Engineer / Inspection Manager �.+I �.; IWv1't4 + low,t('){ IIIleltcl: 111teIEck Infelit°1, hte-,, 8431 Murphy Drive Middleton, WI 53562 Telephone- +1 608 836 4400 Facsimile: +1 608 831 9279 www.intertek.com MANUFACTURER'S CERTIFICATION AGREEMENT THIS AGREEMENT made the 12th day of February, 2010, by and between INTERTEK TESTING SERVICES NA INC. having offices at 8431 Murphy Drive, Middleton, W1 USA ("Intertek") and Clopay Building Products Company, inc having offices at (Manufacturer Company Name) 1400 W. Market Street, Troy, OH.45373 USA ("Client"). (Manufacturer Company Address including Country) RECITALS Intertek provides a service for evaluating whether products provided by the Manufacturer comply with designated standards or specified requirements. Subject to the terms of this Certification Agreement, Products found to be in compliance by Intertek may be eligible for inclusion on a list maintained by Intertek for Products to display a Certification Mark owned by Intertek. Another party (the "Client") desires to submit or has submitted to Intertek certain devices, equipment, materials, or systems manufactured by the Manufacturer for the Client for evaluation in order that the product may be considered for Listing and Labeling by Intertek. If the submitted product is found to be eligible for Listing, Labeling, and Follow-up Service, this Certification Agreement shall be executed by Intertek and the Manufacturer setting forth the terms and conditions to which the parties hereto must adhere. NOW THEREFORE, for and in consideration of the mutual covenants herein expressed and other lawful and valuable consideration, the parties hereto agree as follows: 1. DEFINITIONS 1.1 Authorization to Mark. The term Authorization to Mark ("ATM") shall mean a written document from Intertek that authorizes the Client and/or Client's Manufacturer to apply an Intertek certification mark to a specific product. 1.2 Certification Mark. The term Certification Mark ("Mark") shall refer to any common law or registered trademark owned by Intertek, or its affiliates, used in the certification of Product. 1.3 Follow-up Service. The term Follow-up Service shall refer to the process of monitoring the Manufacturer's compliance with the Intertek Requirements, 1.4 Intertek Requirements. The term Intertek Requirements shall mean (a) the requirements contained in the Listing Report, (b) the standard(s), if any, applicable to the Product, (c) the terms of this Certification Agreement, and (d) any requirements separately applied as a condition of the Listing. 1.6 Labeling. The term Labeling shall refer to the process of applying the Mark to the Product, whether the Mark is applied to the Product by a separable label, directly on the product, or by other media as authorized by Intertek. 1.6 Listing. The term Listing shall mean the process of preparing and including the Product in the published directory of Intertek certified products. R BEABI llntertekl �\ i . Ter' OUTS/mm 11/09/09 SD 16.3.4e (11/9/09) MandAt6ry(ek Intertek intertek Intertek Intertek Intertek 'CLASSIC' RAISED PANEL EMBOSS DOORS !EIGHT SEC =- 1 B OF DOOe MODELS 24 GA E3 W >t3 GA TIONS SHORT PANEL I LONG PANEL I ■ - MODEL 4F IS FLUSH 4 ' 14'3' 'Tic 16'0• 1 10 MAX SECTION HEI, 21' TARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELS 25 GA 25 GA CLOiPAY 'GALLERY' GD5S, GM -- IOLNES •ULA,3TLC• KFUSLU SHORT PANEL PANEL LKM[ SS UUUFa LONG PANEL. 'CARRIAGE HOUSE' RAISED PANEL EMWSS DOORS DOOR WIDTH a OF INTEIK STILES CPER SECTION) OF STRAPS S R C GINL) DOOR WIDTH a ff' STD STILE CPER SECTION) e OO Cl'Be4 1NTERM STILES O'ER SECTIOD OF STRAPS S R C SHORT PANEL DOOR WIDTH B OF 1NPTERII STILES SEC a OF STRAP C-C" Y2' TO 910' 3 3 9"e TO 11'2' 2 3 (YV 11,1V 4 4 11'4' TO 14'10' 2 3 4 912' TO 1010' 3 2'0' TO 13'10' 5 4 15'0' TO WE' 3 4 5 IWL- TO U'4' MIA N/A 0Y TO IWIV 6 6 SEE NOTE BELOW REGARDING EXTRA II'6' TO 14.6' 5 4 /14x5/8" SHEET METAL SCREWS O 'ARTISTRY* ARSS -- (7) INTERMEDIATE STILES FOR le' WADE O 1 4 x3 4 SELF yHOUSEEms -- B�,yjD� ACHED W/ �� ( DMG CTOPe` TAPPING SCREWS CENTER). SEE NOTE BELOW FOR LONG O O O SHORT PANEL LONG PANEL PANEL DOOM 9tlORT PANti OPIIDN OPTIONAL GLAZING APPROVED WITH SHORT PANEL LnHG PANEf t)PTIOM -14 GA. END HINGES SECTIONS, OPTIONAL Q AZM MAY K STA DIFID OR IMPACT 18 GA. INTERMEDIATE HINGE RESISTANT OL42M SEE SECTION B-B FOR DETAILS, NO OIJIZIHO AN'PROViD WITH VIEW MAX STANDARD SUE K 18-1 2-Air(PACT RMISTANT '� A LONG PANEL OPTION. --� THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH ANSI/DASMA 106. SRE-SPEC FIC CALCULATIONS BY A QUALIFIED DESIGN PROFESSIONAL MAY DIFFER. ULTIMATE WIND 155 165 170 ISO 200 SPEED (MPH) EXPOSURE CATEGORY D, C, D B, C, D B, C B, C B MEAN ROOF HEIGHT 25' 15, 25' 15' 30' DATE DESCRIPTION 071 12/28/061 ADDED IMPACT -RESISTANT UTE OPTIONS 081 11/30/071 ADDED EXTENDED HEIGHTS AND COMBINED CLOPAY, HOLMES AND IDEAL M/N 09 8 13 08 UPDATED GLAZING DETAIL, ADDED A B DRAWING NUMBER 10 09/2008 ADDED LONG PANEL OPTION. 11 12/2009 ADDED 'CARRIAGE HOUSE' EMBOSS DOORS AND U-BARS FOR LITE SECTION. 12 04/2010 REVISED STILE TABLES FOR 'CH' EMBOSS DOORS. 13 08/2010 UPDATED MODEL TABLE. 14 02/2012 UPDATED WiNDCODE CHART. AZBIS1-5a 214-1/af GL16 OA. END STILES ATTACHED TO DOOR °- SKIN WiTH PATENTED TOG-L-LOC SYSTEM ' (TOP, BOTTOM & CENTER). 18 GA GALV. DOUBLE END STILES SECTION A A (SIDE VIEW) ATTACHED TO TOP AND BOTTOM RAIL'"' e���jjj ' WiTH PATENTED TOG-L-LOC SYSTEM. ol°1em � a � E / y yl� io CKANNEL �. VIEW 'B'llnN-� p"°/�' is TGAA.. cuv STIOM VIEW ytp� Bf► 12 GA. GALV. STEEL TOP B 4- .C' aunOO 2' THICK - - EACH BRACKET ATTACHED Wt /�(L4,� 14xx55 8 SHEET METAL SCREWS. AWFUSTtBi t SLIDE ATTACHED 2-1/2, NaNN MemE /- TO TOP BRACKET WITH (2) 1/4"x1/2' BOLTS AND NUTS PER BRACKET. I -, (TYP.) OC AM V111"M OPTIONAL ALGA. GALV. Sr FOR BAITE .MIN.SECTION eelAell 3' TALL 20 GA. GALV. STEEL U-BAH. TAN/. �, ONE o0 4" C-CHANNELS SHOWN. OPTIONAL REINFORCEMENT FOR TWO POINT LOCKING 1O°' an NINE SECTION WITH LUTES MAY BE (2) 3" 20 GA STEEL U-BARS YIELD STRENGTH W KSL INTO TRACK. (MIN. YIELD STRENGTH 80 KSI) PER SECTION. MAXIMUM OF (1) _1J 3' SECTION PER DOOR MAY HAVE THIS OPTIONAL REINFORCEMENT. 1-7/6' lacx NM SHIP LAP JOINTS. OPTIONAL REINFORCEMENT NOT SHOWN ON SECTION A -A VIEW. T A4 111 N (1) U-BAR SHALL BE ABOVE THE TOP LEAF OF THE HINGES V BIaM NN>< AT THE BOTTOM OF THE DOORS AND (1) U-BAR SHALL BE AT OPTIONAL OUTSIDE KEYED LOCK POSITION �........_ ..� N/�iL OF W MW THE TOP OF THE SECTION (ON THE BOTTOM LEAF OF THE A OPTIONAL MAX. DOOR WIDTH - 1W-2" BRACKET USED FOR BOTTOM DOUBLE END STILE. HINGES AT THE TOP, IF REQUIRED). INSIDE ELEVATIONS 25 GA MIN. V. EXTRA STILES FOR LONG -PANEL MODELS. STEEL SKIN WITH A KIN WITH A 14 GA GALV. STEEL END HINGE FASTENED TO ENO ADDRpyAL 16 oA COANNOiC1Al INTERLI. SI1lES REQUIRED AS NOTED ON BAKED -ON PRIMER AND STILES W/(4) EACH p14x5/8" SHEET METAL SCREWS THE TABLES ABOVE A BAKED -ON POLYESTER �� & (2) 1/4' SELF TAPPING SCREWS. THESE C011MFIiCW. CENTER STIES ARE ATTACHED MIDPOINT BETWEEN THE EXISTING RESIDENTIAL CENTER STILES. OOMNFIacML CENTER STILES ARE ATTACHED WITH TOG-L-IOC (TOP t EMOTION) OR (4) 3/18• POP RIVETS TOP COAT APPLIED TO BOTH SIDES OF STEEL ONE 4" TALL C-CHANNEL PER DOOR SECTION. OR (4) /B sNEET META. SCREIYS. SKIN. 1) 1 /4"x3 /4" SELF TAPPING SCREW PER STILE LOCATION. LD") SEE VIEW 1" DOOR OVERLAP (EACH SIDE) STOP MOULDING BY DOOR INSTALLER (TO SUIT) 1-1/4' WIDE x 16 GA. GALV. STRAP. (5) PER DOOR SECTION �- ON 16' WIDE DOORS, EXCEPT (6) STRAPS ON 2ND (LOCK) 18 GA. GALV. STEEL PAINTED END STILE SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED VERTICAL LIMB ATTACHMENT (WOOD FRAME BUILDINGS): 2x6 YELLOW PINE JAMB 18 GA. GALV. STEEL DOUBLE END STILE WITH (3) 1/4"x3/4 SELF TAPPING SCREWS (TWO 3/8-x3" LAG SCREWS ON 24" CENTERS. 1-1/8" O.D. WASHER REQUIRED. LAG SCREWS TO DOOR, ONE SCREW TO C-CHANNEL). SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH 20 GA. MIN. GALV. STEEL INTERN. STILE. 13 GA GALV. STEEL BOTTOM BRACKET. MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 18 GA. GALV. STEEL INTER. ATTACHED WITH (2) /14x5/8" SHEET METAL SCREWS. U VERTICAL ATTACHMENT (C-90 BLOCK OR 2.000 PSI MIN, CONCRETE COLUMN): 12 ST GALV. STEEL TRACK / BRACKETS FASTENED TO WOOD HINGE FASTENED TO CENTER STILE W/(4) EACH j114x5/B" ALUMINUM EXTRUSION &VINYL WEATHERSTRIP. 3/8"x3" SLEEVE ANCHOR BOLTS ON 14" CENTERS (2,000 PSI MIN. CONCRETE). WITH 5/18"x1-5/8" LAG SCREWS SCREWS NOT TO EXCEED 14" O.C. SHEET METAL SCREWS. WASHERS INCLUDED WITH SLEEVE ANCHORS. BCE TRACK CONFIGURATION OR 1/4'x3" TAPCON SCREWS ON 12" CENTERS (2,000 PSI MIN. CONCRETE) OR 7" 2" GALV. STEEL TRACK FASTENED TO 12 GA. GALV, STEEL TRACK BRACKETS. 7/16" NUT OR PUSHNUT INSTALLED ON ROLLER SHAFT FOR UNRESTRICTED OPERATION. AebvE THE DOOR OPENING DOES NOT AFFECT THE WIND HOWONNTA. TRACK SUPPORT BY LOAD RATING OF THIS DOOR. HORIZONTAL TRACK SUPPORT BY CENTERS (C-90 BLOCK). 1" O.D. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"x5/8' BOLT & NUT 14 GA. GALV. STEEL END HINGE FASTENED TO ENO 000R GALAtt>naA1ANCE Done wsrAiER (TO SUIT) TRACK MAY BE EITHER BRACKET DOOR NWAIM (TO sup SYSTEM MOW OR OONTIINOUS AHM SYSTEM MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. OR TWO 1/4" DIA. RIVETS. STILES W/(4) EACH /14x5/8" SHEET METAL SCREWS —DOOR MOUNT (USES TRACK CLIPS). & (2) 1/4" SELF TAPPING SCREWS. hUL- S' TRACK AVAILABLE AS NEEDED. OTHER JAMB CONFIGURATIONS: REFER TO DASMA TOS-161. A LICENSED DESIGN ZtS2IE: THE DESIGN OF THE SUPPORTING 2" 10 BALL LONG STEM STEEL ROLLER WITH PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS STRUCTURAL ELEMENTS SHALL BE THE STEEL OR NYLON TIRE. AND/OR JAMB CONFIGURATIONS. RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR JAMB CONFIGURATION STRUCTURE AND IN ACCORDANCE WITH PREPARATION OF J�BS�O�ERS, CURRENT BUILDING CODES FOR THE SECTION C-C LOADS LISTED ON THE DRAWING. IMPACRR T RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DAWING 101539-A DRAWING 101539-8 SECTION B-B (IMPACT -RESISTANT GLAZING OPTION) NewR. W OPIIBPL RPA,T Fjxn Mr WICDWR UAMAE OILY OM aAsrc I CRT OBOBt ,NNOIIO` I HILAIOIRI. ND)DRAAc 2P3 MWNAlOr NNw BOLD WB ewv w NlOrl. plllNa MW me MOCO. Flow PPOM GIBBr �� WA �. Np D at DIRK FGLM MK OWMM FAVOR TO F1 NNIN (+N) EN K W'- FAN IN1AD M HM S NN= wt At aN awc r ARE nWMT nwa WIN U.V. amm ON OUPAX B NNE ITT E ILVBIOIE111 THAN I— 1.E5 / aA1BNa LUR ra� J Q i'" WIDKINAL ,LUE 0G.V4- PAN LEAD SMM AMA[ WIN %LMO ' AID > � HXW OPIXIMAL Des OR 1 ACfMfl LM A AI A M OPRONN. AC A M IMAM O IMMICIII[ OPIB OR UME O► NNW" OCR AMM 1N ALOORCeCC WM Into THE �DNIIIE DOOR ASSUWY 141ALLIM IN OOMPLIANX WIN THIS BBCIION MWI* THE Ww ,DAD 11oDURgIMl18 OP THE PLMM BSOW CODE OR ofte"ICNML SLRIONID Coo[ Bur LB=r NNE IMPACT Iw . CHA vNDeowE oem REOIfxi Ow. cNLAnTa is NBc/IBD). IFlL(0 ln�11. �1 �00 L�0�� OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-B FOR DETAILS. ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOG-L-LOC (TOP & SOT) AND URETHANE ADHESIVE (ALONG CENTER) / \ ----► A A -LOCATION OF I-- --�- A t OPTIONAL OUTSIDE KEYED LOCK POSI OPTIONAL VENT I MAX. DOOR WIDTH - 16'-2" INSIDE ELEVATION TABS DOOR MEETS OR EXCEEDS THE DESION LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BM. CODE OR IBC E7) FOR THE FOLLOWING CONDITIONS t� INENS, Kic�ED 8ylll DBx: 2) DOOR OF 10 -9 TO 12 -0 7 HAS 2' WI TH BUILDNC'S END ZONE, 3 IMPORT FACTOR OF 1.0, 4 ANY ROOF WIND SPEED MP S 130 110 1 150 THIS DOOR MEETS OR EXCEEDS THE DESIGN MEAN ROOF HEIGHT 30 C 30' 151 LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BLDG. CODE 0R IBC ASCE FOR THE FOI.LOwINc 2) DOOR WAS 2 of WIDTH N BUt»Nc END END ZONE, 3) IMPORTANCE FACTOR OF 1.0 4 MAY INTER • STILL STWE WND SP NPH 1110 120 12 130 W C MEAN ROOF HEIOHT 30' 30' 15' 30' HANDLE FJNGFGE SIN OUTSIDE KLYED LOCK TRAC'K ON LOOK EACH SIDE MOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL. ELEMENTS OF DOOR. SMALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 2' THICK SHIP LAP JOINTS. 4- 2-1/ o 4�FC-CHANNEL 16 CA. GALV. STEEL 25 GA. MIN. EXTERIOR SKIN WITH G-40 GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON PO�Y�STER PANTED TOP COAT APPLIED TO BKnH SIDES OF STEEL SION. ABGIEEI. TOP RO B x5 SHEET METAL 8 SLXtEWS. ADJ ATTACHED TO TOP BRACKET WITH (2) 1/4-0/2- BOLTS AND NUTS PER BRACKET. OINONAL DRAW" ARE w BLUE eW WIN A WM SEAL ) DESIGN ENGINEER: MARK WESTERFIELD. P.E. FLORIDA P.E. #48495. NC P.E. #23832. TEXAS P.E. 191513 2 GA. GALV. STE L FUG BRACKET R CONTINUOOUSST EELNGLE.OSS' MIN. TRACK 1MICK►iS5' TRACK CONF1111URATION DOORS OVER B TALL TYP. 2-1 2'x12 GA. GALV. STEEL TRICK BRACKETS OR TRACK CUPS. TRACK BNWCKM/CUPS SPACED AT NO GREATER THAN 14' APART. ONE 6 161,1-s/e• LAa SCREW PER LN.5/.e DR CUP. _ clepayPAN-2F1L: DATE, 9/25/95 Building Products BMASON off 45040 DRAWN BY, MWW Company (513) 770-4800 CHECKED BY• Clopay Colporotion AII Rights Reserved. /AP 11F'3C10y,V R, 11 �G- N@ 16 GA. PAINTED END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM (TOP, BOTTOM & CENTER). 18 GA. GALV. DOUBLE END STILES ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG-L-LOC SYSTEM. BOLT END STILE LOCK ENGA GES �`- "B' INTO VERTICAL TRACK. ONE VIEW LOCK ON �-•• VIEW 'C" EACH SIDE OF DOOR. LiEJ�LI SNAP LATCH ENE,K. ONTO VEATICAI ONE SNAP UT EACH SIDE OF TWO POINT LOCKING INTERN. STILE -,,, INTO TRACK. OUTSIDE KEYED END HANDLE STILE --t-INSIDE HANDLE �KNVFD LndK BRACKET USED FOR SNAP LATCH IDCK OPTION BOTTOM DOUBLE END STILE. JAMB TO SUPPORTING STRUCTURE ATTACHMENT uo r LOAD FROM THE_TO THETHEN071) TO TFEALLE vERncA. YELLOWRPINE (GRADE /2EDOR BETIERT RACK JAMEUS.D ON LOAD FROM THE DOORFROM T E TRACK OB IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2) ALL JAMB FASTENERS MAY BE (BUN' NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN 3 2xa PRESSURE TREATED GRADE 2 OR BETTER WOOD STUDS OF A STRESS Nor LESS THAN 1200 PSI NAL EXTREME FIBER STRESS IN BENDING (F.). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. C-90 BLOCK WALL OR 2000 PSI MIN. CONCRETE 2x6 WOOD JAMB SFAIl BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FRIED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEATS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT /NnT rn RC ,N3m cnR 1TT,(`Yu[1R nc TR,I^I! RRA!`YLISt 13 GA GALV. STEEL FUG BRACKET OR CONTINUOUS STEEL ANGLE TRAM CONFIGURATION DOORS 8' TAU.. AND L44M t' 1 tt3 2- GALV. STEEL. TRACK. Q 'L' TRACK TINCK/IFSS:.Oa, - �I TVP. 2-1/2-x12 Gk GALV. L`S7 STEEL TTtiIOf BRACKETS. IT IL12r_1 OWN" BETWEEN PIACKETS NOT TO EXCEED14 G.C. DOORS UP 10 YD' *HIGH FLAME [($ TRACK BRACKETS MO DO T1,A0 ILKars RAGTK[Tj I [(p ODORS 7.3' TO a'0' LeOH ILWE [ TRACK aRACNET3 AND (1) FLAG 8RApRTJ OR ((e) DESIGN LOADS: +37.0 P.S.F. & —41.0 P.S.F TEST LOADS: +55.5 P.S.F. & —61.5 P.S.F. WINDLOAD RATING I MAX DOOR SIZE- W( 16'2"W x 16'0"H DESCRIPTION, CLASSIC AND CH RP STEEL PAN DOUBLE -CAR, 16'2"W +37/-41 PSF DRAWING NUMBER, VER, B 101539 — A/B IBC DOORS UP TO 16'2'Wx8'H MAXIMUM MIN. No. OF ON CENTER FASTENERS DISTANCE PER VERTICAL BETM'EEN STEEL BUILDING TYPE FASTENER TYPE S WASHERS? _ _ - _JAMSF 2.000 PSI MIN. CONE 1 x 1- MN. 9 11 1 0 x 1- 2 DOO MIN. ONCRETE x - M. FN N t -1 LJHR TOP BRACKET MEHORIZONTAL 1" DOOR OVERLAP (EACH SIDE) — STOP MOULDING BY DOOR INSTALLER (TO SUIT) 16 GA. GALV. STEEL PAINTED END STILE DOUBLE TRACK 2x8 YELLOW PINE JAMB LOW H�AOltoou OPTION ;.;; . ', 'la I 18 GA. GALV. STEEL DOUBLE END STILE a; aaa:Tr , ,,,N 20 GA. GALV. STEEL INTER. STILE 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W/ 4) #14x5/8' SHEET METAL SCREW . 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH 5/16"xl-5/8" LAG SCREWS NOT TO EXCEED 14" O.C. Q USHNUT INSTALLED ON ROLLER SHAFT FOR 2" GALV. STEEL TRACK FASTENED TO UNRESTRICTED OPERATION. 14 GA. GALV. STEEL ROLLER HINGE 12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W 4) tl4IE TRACK CONFIGURATION ABOVE THE DOOR OPENING TRACK ATTACHED TO EACH BRACKET 14x5/8' SHEET METAL SCREWS AAAAAANNNNNNbbbbbb DOES NOT AFFECT THE WINDWITH ONE 1/4-4/8- BOLT & NUT 12) 1/4 SELF TAPPING SCREWS PER END HINGE. LOAD RATING OF THIS DOOR. OR TWO 1 /4" DNA. RIVETS. 2" 10 BALL LONG STEM STEEL ROLLER WITH PREPARATION OF JAMBS BY OTHERS, JAMB CONFIGURATION SECTION STEEL OR NYLON TIRE C-C 14 GA GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES W/(4�14x5/8' SHEET METAL AND (2) 1/11 /4' SELF TAPPING SCREWS. (SEE NEW '90 ONE 4' TALL C-CHANNEL PER DOOR SECTION. (1) /4-x3/4 1' SELF TAPPING SCREW PER STYE LOCATION. 1-1V/�4' WIDE x 16 GA. GALV. STRAP. (5) PER DOOR SECTION ��-ON 16' WIDE DOORS. OPTIONAL (e) STRAP CONFIGURATION ON 2ND (LOCH) SECTION (SEE INSIDE ELEVATION) SPECIFIC TO THE NATURE OF THE LOCK OPTION. EACH STRAP ATTACHED WITH (3) 1/4-0/4" SELF TAPPING SCREWS (TWO SCREWS TO DOOR. ONE SCREW TO C-CHANNEL). -13 GA. GALV. L BRACKET. ATTACHED WITH 2) 14x5/8- SHEET METAL SCREWS, ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. DESIGN LOADS: +37.0 P.S.F. & -41.0 P.S.F. TEST LOADS: +55.5 P.S.F. & -61.5 P.S.F. /14x5/8' SHEET METAL SCREWS 0 0 O O O 1/4'0 4- SELF TAPPIN SCREWS. 14 GA END HINGES 18 GAL KTERMEMIE HINGE -� NEW •G• (HORIZLAL (T110 FASTENER TYPE MIN. No. , OF FASTENERS PER VERB 2xa VERTICAL JAMB SECTION B-B (IMPACT RESISTANT) ;DETAIL 'D' AL- 'D OPTIONAL DECORATIVE —225 MULTIPURPOSE HIGH BOND TAPE SNAP -IN INSERT. (BETWEEN FRAME AND FACADE). DECORATIVE FRONT FACADE. O.188� ANT UCTURAL SILICONE SEAL (BETWEEN SIM SKIN AND FRAME). RESISTANT IMPACT RESI. ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED GE LEXAN (10) /a x 3/4' PAN HEAD MACHINE SCREWS. SLX2432T FRONT FROE & GLAZING. IMPACT RESISTANT GLAZING OPTION: OPTIONAL INJECTION -MOLDED FRONT FRAME AND GLAZING POLYCARBONATE UTES AVAILABLE. OPTIONAL POLYCARBONATE GLAZING IS GE L.EXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. THE GLAZING DESCRIBED IN THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE AND DO 6 MEET THE IMPACT RESISTANT REQUIREMENTS FOR WINDBORNE DEBRIS REGIONS (REF. CHAPTER 16 FBC/IBC). ORIGINAL DRAWINGS ARE SIGNED IN BLUE INK WITH A RAISED SEAL (EMBOSS). ENGINEER: MARK WESTERFIELD, P.E. FLORIDA P.E. #48495, NC P.E. #23832, TEXAS P.E. #91513 a• TALL DOORS AND UNDER HORIZONTAL TRACK SUPPORT BY DOOR INSTA I ER (To Sup-\ — DOOR COUNTERBALANCE SYSTEM i 13 GA, GALV. STEEL FLAG BRACKET. U93L DOUBLE TRACK LOW HEADROOM IS AVAILABLE AS AN OPTION TRACK CONFiGURATIO DOOR N - t• N 2' GALV. STEEL TRACK, L. TRACK THICKNESS: .083' - TYP. 2-1/2-K12 GA G41V. STEEL TRACK BRACKETS. DISTANCE BETWEEN BRACKETS NOT TO EXCEED 14' O.C. (6 TOTAL 8RKTS PER SIDE FOR DOORS UP TO 7'0- HIGH). (7 TOTAL BRKTS PER z? ORS FOR DOUP M a 0' HIGH). DOORS OVER 8' TALL HORIZONTAL TRACK SUPPORT BY kDOOR INSTALLER (TO SUIT) DOOR COUNTERBALANCE SYSTEM ii 12 GA, GAIN. STEEL FLAG BRACKET OR BITE: OOUBI F 11?AS-K W CONTINUOUS STEEL ANGLE. 3' TRACK AVNLARLE AS NEEDED, IBACK_.COtlEYdIDOOR T .. OF TRACK 2- oft 3- GALV, STEEL TRACK. - .083 MIN. TRACK THICKNESS - t \ 11 TYP. 2-1/2x12 GA GALV. STEEL TRACK BRACKETS OR TRACK CUPS. TRACK BRACKETS/CLIPS SPACED AT NO GREATER THAN 14- APART. ONE 5/16-xI JZ LAG SCREW PER TRACK BRACKET oR CUP. OPTIONAL 10 SCREW WINDOW LITE SECTION B-B (NON -IMPACT RESISTANT) FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN -IMPACT-RESISTANT FRAME. L25 n � n GLAZING MOLDED INSIDE LITE RETAINER. /80/4" PAN HEAD SCREW (10 SCREWS PER LITE). NON -IMPACT RESISTANT GOING OPTIONS: RESISTANT GOING OPTIONS: OPTIONAL DSB OR 1/8- ACYRUC UTES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS PLASKOUTE OPTIX OR LUCRE CP APPROVED OC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. THE GLAZINGS DESCRIBED IN THIS SECTION MEET THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE BUT DO NOT MEET THE MPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS REGIONS (REF- CHAPTER 16 FBC/18C). U Z � O U � .. � J m U_ J 0 W Z Q Z W J m U 0 xxx El 1:11D U 0 Z Z 101- 0 W o LLI > t;' LJ 0 W LLl L� (DO Z :E 0_ ^ v O J J _J Z QZ 0 W EL 0 Z W 00 Z O 0 J "_ m [- W O Z �- Z Q J O Z c� Z IU ISSUE DATE AUGUST 2008 REVISION DATE 2-8 2011 4-9-2012 SHEET N2 PRODUCT APPROVAL 1.7 Listing Report. The term Listing Report shall mean the document prepared by Intertek, also known as Factory Audit Manual (FAM), which identifies the Client, the Manufacturer and the Product, and specifies Intertek Requirements for the Product, including the type and form of Mark which must be used on or in connection with the Product and related information. 1.8 Product. The term Product ("Product") shall mean a Client's device, equipment, material, or system manufactured by the Manufacturer, that has been submitted for testing or evaluation, found to be in compliance with Intertek Requirements and approved for Listing. 2. CERTIFICATION 2.1 Work Authorization. Except to the extent Intertek shall reasonably dell necessary in order to respond to an allegation that a certified Product in the marketplace is non -compliant, or in the ordinary course of follow up service inspections that are required for continued listing, Intertek shall not perform any services under this Agreement unless and until authorized by. Client pursuant to a proposal pertaining to a particular Product that contains a scope of work, pricing and other terms agreed by the parties, and signed by an authorized representative of each party, 2.2 Testing and Evaluation. Intertek is an independent laboratory providing testing and evaluation services to determine whether representative samples of a Product comply with designated national and international standards, specifications, and/or codes. Intertek does not publish standards, specifications, and/or codes, and, therefore, does not warrant to the Client or the Manufacturer that the standard used for the evaluation is adequate. The Client and the Manufacturer understand and agree that Intertek has only tested or evaluated the submitted Product samples and does not guarantee or warrant the quality or compliance of all units of the Product manufactured or produced by the Manufacturer. The Manufacturer further acknowledges that as an independent laboratory, Intertek assumes no responsibility for the production of the Product. 2.3 Client Obligations. The Manufacturer understands its obligations pursuant to this Certification Agreement in order to maintain eligibility for Listing, and warrants that it shall comply with the following provisions: (a) The Manufacturer agrees that if the Client or Manufacturer wishes to modify or change the Product such that the Product no longer meets the requirements of the Listing Report for the Product, the Client or Manufacturer must first either obtain the approval of Intertek or discontinue use of the Mark. The Product may no longer be eligible for Listing if it has been modified or changed by the Client or Manufacturer after Intertek's testing or evaluation. (b) Upon request, the Manufacturer agrees that it shall retain or make available a sample of the certified product from the most current production. (c) The Manufacturer agrees to notify Intertek in writing of any reports that it receives of serious personal injury of property damage involving the Product. h (d) The Manufacturer shall notify Intertek of any labeled Product which as left the control of the Manufacturer that does not comply with Intertek Requirements. (e) The Manufacturer warrants that a quality control program is, or will be, established and maintained to ensure Product compliance with the Intertek Requirements. 2.4 Reservation of Rights. Intertek reserves the right, upon reasonable written notice to the Client, to re-evaluate the Product at the Client's expense. This re-evaluation may be the result of Follow-up f the material n regarding the characteristics o h likable standard new information ar revision of the a Service,a e PP 9 9 used in the Product, or other information that raises a question concerning the conformance of the Product to Intertek Requirements. 2.6 Revision or Withdrawal of the Intertek Requirements. Intertek reserves the right, upon reasonable notice to the Client, to revise or withdraw the Intertek Requirements. If the Intertek Requirements are revised, the Client and the Manufacturer shall be entitled to continue Listing and Labeling of the Product upon a demonstration to the satisfaction of Intertek that the Product complies with the revised Intertek Requirements. If the Intertek Requirements are withdrawn, the Client's and the Manufacturer's right to the Listing and Labeling of the Product shall terminate pursuant to the terms of WTS/mm 11/09/09 Page 2 of 5 SD 16.3 4e (11/9/09) Mandatory P@ge3 Inspector's Initials: Date A ClienULocation: _D 91 PRODUCTS Ir (If NO to any question complete a variance Report) 20. Does the Listing Report contain a product description, specifications, assembly drawings and tolerances?nufa ring toles? N/A Yes 9 No ❑ 21. Is the client conducting the final Inspections or tests required In the Listing Reports, prior to final app /A 0 Isbell If the > t d product? as PQ No U 22. Do the n❑ished prof meet the No E]requirements found In the Noting reports? NIA23. Are nonconforming products segregated from conforming products as directed in the Listing Report? N/A ❑ Yesl No ❑ the Are y= able to the product from raw materials or supplier to a flnished product with NIA �'j Yes No ❑ 25. Is there a specilk area for quarantine of noncompliant material (whether it Is raw material, In-processmatertaii or i ed mat8I that did not meet the minimum specifications? ations? SAMPLINGICOMPLAiNT TRACKING 28. V^m any samples collected? Wl (if sampling Is not requilired at this location) Yes ❑ If samples were collected provide details of the samples here: No ❑ (only If sample is required and not selected, otherwise please check N/A) If sample Is required and no sample was collected explain: 27. Does thq leent have a method of tracking all complaints from customers? Yeall If new or revised describe: No ❑ Please complete a Variance Report 28. Did Yyou es pylew, all complaints since last audit? Pq No Complaints to Review ❑ Managed at Corporate or other location ❑ No ❑ if complaint method not reviewed, please explain why SD 16.3.14 (formerly MIDPIR100) 9 REV 4112110 Intartek Mandatory Distribution: Original Intertek Copy Client Co Inspector Pedor Article 6 of this Certification Agreement. In the case of a revision or withdrawal of Intertek Requirements, Intertek shall provide a notice specifying a date by which the Product must meet the revised Intertek Requirements or for such termination. 3. LISTING AND LABELING 3.1 Ownership of the Mark. Ownership of the Mark and all trademark rights in the Mark remain in Intertek, even if it is used on the Product. The Mark shall only be applied to a Product that complies with the Intertek Requirements and such Mark shall be applied as specified in the Listing Report. The Mark may be applied only to those models and brands that are specifically named in the Listing Report at the factory receiving active Follow-up Service and as noted on the Authorization to Mark. Except as provided herein and as indicated in Article 3.2, any other use of the Mark, or the Intertek name, on the Product is expressly prohibited. 3.2 Follow-up Service. As a part of the Listing and Labeling of the Product, the Manufacturer shall cooperate with the Intertek representatives who conduct Follow-up Service. Follow-up Service may include factory audits at any time during business hours and such Intertek representatives shall have free, unannounced, and immediate access to the Manufacturer's premises wherein the Product, or components thereof, may be fabricated, processed, finished, stored, or located. Intertek representatives shall comply with factory policies as required while on premises. Follow-up Service is intended to allow Intertek to monitor the Manufacturer's compliance with maintaining continuing conformity of the Product to the Intertek Requirements, and to control the use of Intertek's Marks. The factory audits are not intended to satisfy or otherwise replace Manufacturer's responsibility to maintain its quality control program and to ensure that the Product remains in the compliance with the Intertek Requirements. Follow-up Service may also include Manufacturer questionnaires, and/or the Manufacturer's warranty of conformity. Intertek has the right to perform a final factory inspection to record final production status and to recover all unused Intertek Certification Marks upon notification of termination of the Authorization to Mark. Fees for a final inspection will be billed in accordance with Article 7.3 of this Certification Agreement. 4. INDEMNIFICATION AND LIABILITY 4.1 Indemnification. The Manufacturer agrees to hold Intertek harmless and to defend and indemnify Intertek against any liability, loss, or damage from claims, demands, costs (including legal fees), or judgments arising out of any negligent or intentional acts of the Manufacturer relating to the Product or arising from the use of the Mark. 4.2 Liability. Intertek will not, under any circumstances, be liable to the Manufacturer for any indirect, special, punitive, or consequential damages, or any third parry claims which may arise as a result of the services provided in this Certification Agreement. 5. FAILURE TO COMPLY WITH INTERTEK REQUIREMENTS in the an deviation or variance ant that Intertek detects Action. In the event I tart 5.Remedial 1 Y n Product from Intertek Requirements, or improper or unauthorized use of the Mark or I tertek name upon written notice to the Client Intertek reserves the right, in its sole discretion, to take such action as it deems necessary, including but not limited to: (a) Requiring the Client, at its own expense, to undertake corrective action to ensure that the Product complies with Intertek requirements; (b) Suspension or revocation of the Listing and the right to label the Product, (c) Withdrawal of the supply of labels and removal of the Mark from non -conforming products, (d) Removal of the Product from the Intertek Directory of Listed Products; (e) Termination of this Certification Agreement pursuant to Article 6; WTS/mm 11/09/09 Page 3 of 5 SD 16.3 4e (11/9/09) Mandatory Pa e4of q Inspector's Initials: Date: ClientlLocatlon: •�»p,rr� CLOSING y 0 29. Was CSR document provided to client? Yes ❑ Noy (if provided to client for future use and no changes are requested today please check NO) 30. Were variances noted during this inspection / audit? Yes ❑ No 10 If no skip to 031, if yes (complete the following and a Variance Report): 30. a. was it Product or label Related? Yes ❑ No ❑ 30. b, was k related to an administrative change to a Quality Control Manual? Yes ❑ No ❑ 31. Have p s technical variances been conected? NIA if no previous variance) Yes attach proof of correction) No (if copy of originals Variance Report) COMMENTS I acknowledge receipt of a copy of this inspection report 1byhe I k R ta#". F ory ntative' Repreaes Signature Intertek Representativve' Ignature Reviewed by: Date This Report 16 All the exdudw use of lntertol COW end is pnlwidad Peauant rb the C.*&Ua§W arooi loaf Daises, W IM and ds Client 1rKerlsky rsepanelb Y all Nil llNyWe imied to the tams end cmiIl ra of the sgrWilel. 1,Wok eawmsa no rlablhty us to any pity, oth_0 r Men illtM CNirrf inn eocordr►w Mill the sprraement for any loft exPerale a dam V* Moaafoned by the use, of repot only do ONION y rtth Zed to Pill ooPya►p Of daftudan of this Repat end their ony M to enttrefy. Any use of ft IrNertak name Of am of An rnrks for the ears or edvrtteerrWW of the irepectsdTeeled material, prodliat or sera lee MUW Mat be aPprwed k1 Willby hMrhlk This Report by Kalidoer not dwWnebate thef the meferW product, w'swvke /R or his suer been, "Willa to but in lrlteefek aroitiaanon nwk 107A/d Fadwy Assessmarn and Fd/ow up Serykass err lbr the Ampwe 01 aeewtrrp SPOMPrtete usepe of 00 Ca*ftsbm m&* in wowderne with the agreemwk they are not hay the piowne of produatlon qualify ow*01 and do rat reNallIlle die Uwe of thalr obigatrorre in om reeped 9 SD 18.3.14 (form" MIDPIR100) REV 4/12/10 Intertek Mandatory OisMtution: Original Intertek Copy Client Copy Inspector M Notification of regulatory authorities and the public, (g) Compliance with any applicable statutes, rules, or regulations. 6.2 Injunctive Relief. The Manufacturer acknowledges that the manufacture, sale, delivery, shipment, distribution, or promotion of the Product utilizing a Mark would mislead or endanger the public if such Product is not eligible to use the Mark or does not comply with the Intertek Requirements. The Manufacturer further acknowledges that a breach of this Certification Agreement can not be adequately compensated by money damages. The Manufacturer agrees that in the event of a breach of the Certification Agreement, Intertek shall have the right to obtain a temporary restraining order without prior notice to the Manufacturer, together with an action for a preliminary and permanent injunction, and such other and further relief as may be provided by law. Said injunction shall prohibit the Manufacturer from further use of the Mark and shall require the Manufacturer to comply with the provisions in Article 6.3 of this Certification Agreement. 5.3 Suspension. Upon a Client's or a Manufacturer's failure to comply with any of the requirements of this Certification Agreement or Listing Report, Intertek may issue a letter of suspension which shall notify the Client of the nature of the failure and the period of suspension of the Client's right of Labeling. In the event that the Client fails to take corrective action to resolve the cause of suspension, this Certification Agreement shall be terminated pursuant to Article 6. 5.4 Public Notice. In the event that Intertek has confirmed evidence that the Product in the marketplace has a significant non -conformity, Intertek will contact the Client and act in support of remedial steps taken by the Client to address the non -conformity, including, if necessary, public notification and/or a product recall undertaken by the Client. In the event that the Client does not take action to address a significant non -conformity related to the Product, Intertek reserves the right to contact appropriate government agencies, other parties in the supply chain and/or issue public notifications advising of the non- conformity pursuant to Article 5.1(f) above. 6. TERMINATION OF THE AGREEMENT 6.1 Termination By Either Party. Either party may, for any reason, terminate this Certification Agreement, as to any Product, upon not less than sixty (60) days written notice to the other party. Such notice shall designate a termination date and the notice period shall be deemed to commence upon the date of mailing of the notice to the other party by registered or certified mail, return receipt requested or by courier with confirmed delivery. 6.2 Intertek Right To Terminate. Intertek may terminate this Certification Agreement, as to any Product, without prejudice to any other rights or remedies that Intertek may have, upon either of the following: (a) Immediately upon written notice, if Intertek determines that the Product fails to comply with the Intertek Requirements or the Client is in default pursuant to Article 7.3; (b) Thirty (30) days after the Client receives written notice in the event of: (i) the filing of a voluntary or involuntary petition in bankruptcy; (ii) the making of any arrangement or ii the appointment of a receiver for the Client composition with creditors b the Client r h a nt 0 1 , P Y . O pp or (iv) the voluntary or involuntary liquidation of the business of the Client. 6.3 Obligations Upon Termination. Upon termination of this Certification Agreement, the Client and the Manufacturer shall: (a) Discontinue the use of the Mark on the Product or Client's promotional material or advertising. (b) Promptly return to Intertek all Marks, Labeling material, and the Listing Report, and warrant in writing the date of last use of the Mark. WTS/mm 11/09/09 Page 4 of 5 SD 16.3.4e (1119/09) Mandatory i PERIODIC INSPECTION REPORT Page 10l, I i All requested information must be completed. State the reasoning if the information is not available or not applicable. Use additional pages if necessary. j Date lime D M Year In Frequency of Inspections Out Monthly Quarte rfY 81-Annually Yearly • 3 Client: I C. APPilcant Name (N necessary): Factory Address: l�h'r� /. w9.►e.�►��,__ Report Numberili Pnoduct(s): Factory Re presentative: If Intertek Representative: Telephone Number; Facsimile Number: s, E-Mail Address: e;tO DOCUMENTATION (It NO to #I. or tf2. or YES to 11113. provide client with Customer Service Request document) 1. Are Page current? COmP�y n�' address, contact, phone d NIA [� � lard on the Authorization to Mark Yes No ❑ if any incorrect, please drGo the Incorrect 2. Are iistinfl reports and/pil one item(s) N/A L] Yel/ ca" of the latest edition? No 0 3. Has there been a chap I to the ks N/A ❑ Yes No el? MANUFACTURING PROCESS _ inspector Review and Initial ali records, foam checklists an certiflcates for completenses and traceabU check here Eland skip to queetion numberfty. M client Is a (if NO to any question complete a Variance poBir�t) MAIWattwil eIs the Production flowchart or description of Pres N/A of actual Pro ction flow and Production methods contained In the manual N/A [�] No Process? SD 16.3.14 (tr m`WIy MI0PIR100) (9 Mandatory Distribution: Original Intertek Intertek REV 4/12/10 Copy Client Copy Inspector (c) Continue to honor the terms of Article 4 of this Certification Agreement concerning indemnification and liability, which terms shall survive the termination of this Certification Agreement. (d) Pay any remaining outstanding charges owing to Intertek. 7. ADMINISTRATIVE PROVISIONS 7.1 Confidentiality. Without written authorization from the Manufacturer, Intertek will not voluntarily disclose to third parties confidential and proprietary information which the Manufacturer provides to Intertek. This obligation shall not apply to information which is already available to the public, or acquired from other sources without confidentiality restrictions, or is required to be disclosed by Intertek to Regulatory Authorities responsible for the acceptance of the Product. Intertek agrees that this obligation to maintain confidentiality shall survive the termination of this Certification Agreement. 7.2 Subpoena. If Intertek is served with a Subpoena, Court Order, or similar document requesting the disclosure of confidential or proprietary information supplied to Intertek by the Manufacturer, Intertek shall promptly notify the Manufacturer. In the event that the Manufacturer chooses to contest the request, Intertek shall cooperate with the Manufacturer. The responsibility for contesting the request shall rest solely with the Manufacturer. If the Manufacturer declines to contest the request or is not successful in contesting the request, Intertek will provide the requested information. Any costs incurred by Intertek in responding to the request, including reasonable attorney's fees, shall be reimbursed by the Manufacturer immediately upon invoicing by Intertek. 7.3 Fees. Certification fees for maintaining the Listing, conducting the Follow-up Service, and licensing of the Certification Mark will be prepaid or billed to the Client or a designated payor. Payment shall be due upon presentation of invoices and the Client shall be considered in default 4 the charges are not paid within thirty (30) days. Certification fees are non-refundable. 7.4 No Assignment. The rights running to the Manufacturer under this Certification Agreement may not be assigned to or acquired by any other person or corporation without intertek's written authorization. 7.6 Term. This Certification Agreement shall continue in effect for a period of one year from the date first above written and shall automatically be renewed thereafter for periods of one year, unless the termination rights provided for in this Certification Agreement are exercised. with and hall interpreted in accordance w This Certification Agreement s be .6 Jurisdiction. 7 governed by the laws of the jurisdiction within which the Intertek office stated in the opening paragraph is located. Intertek Test tl%gvrvices NA Inc By. - (Signature d Intertek Individual) By: _ Bob Davison Title: Director of WHI Certificatign Date Signed: %4l 0 zill- all WTS/mm 11/09/09 Accepted By: Clopay Building Company, Inc. (M nuf ct er C pany Name) By: r _ (Proprietor, Partner or uth rized Officer - Signature) ii1 % • e! s B: G i1 \ Y (Name of Authorized Individual -Printed) Title' l!,. /'. Date Signed: 2 - / 2 - le> Page 5 of 5 SD 16,3.4e (11/9109) Mandatory Page 2 of Inspector's initials: Dat : Client/Location: 5. Do the incoming raw m vials m those noted in the manual'7- o N/A 0 Yes NoL] 6. Does the client conduct the required tests and/or inspections on incoming material as specified in the listing Re rt? N/A ❑ Ye8X No ❑ 7. Are files of Test Repor�tsln spection Reports up to date? N/A❑ YesW No❑ 8. Are non -verified or nonL liant m@Wals appropriately segregated? NIA ❑ Yes No [ 9. Is the client conducting Inspections and tests required in the Listing Report for in -process quality oon ? N/A Yes kf No ❑ 10. Does th lent maintain, records f ecessary or required Inspections and tests? N/A � Yes ( No 11. Are the records up to date and ins led by an Intertek Field Representative? N/A ❑ Yes R No 12.13 ment used for QC testing calibrated ❑ verified Q or checked goino go ❑? ( Aitaayoerfificate If calibrated. Describe procedure otherwise. 13. Is���diflcsts erit used for manufadunn calibrated ❑ verified ❑ or checked gwno go ❑? If calibrated. Describe procedure otherwise. 14. If calibrated, can you trace the catibration of equipment back to a 17025 tragnble lab? Certificate Attached at least annual or Next calibration due date gill 15. Does the client have new equip it ng? for manufacturing and/or testi N/A ❑ Yes ❑ No ip�fJh If so then record the new equ ent. LABELING - INSPECTOR - INITIAL AND DATE LABEL LOG BOOKI (If NO to any question complete a Variance Report) 18. Are Prod ct Maridng t Acoordance with the Listing Report? N/A [� Yes W1 No ❑ 17. Labe rig Method: �Separable Labels (Supplied by Intertek) Direct Imprint (by Client) J Both 'Neither 18. Is label samirity adequate? 19. Are log eta property mpleted? N/A Yes C3 No ❑ WA Yes L No ❑ Oleo SD 18.3.14 (formerly MIDPIR100) REV 4I12/10 Intertek Mandatory Distribution: Original Intertek Copy Client Copy Inspector U Z Q � 0 U U J � J J CO_J0\W 9 Z Q W I� Q Z W J 20 O D vJ ❑❑❑ U 0 Z Z Qw �/� v) W W w rn w o- oc 0 `_� 0O Z 0 J J a Z U 0 z ' ' t W 0 o m o W 0 W oo z o 0 0 J ( NM m U �w � o 0 Z o O_ z z_ Q J C) Z �U ISSUE DATE AUGUST 2008 REVISION DATE 2-8-2011 4-9-2012 SHEET N2m PRODUCT APPROVAL 1 Report p are ared lot: Scott lamilton (Clopay Buildlrl g,: Products Co., lac. (('l3PC')) on 3, T2u12 2:41:08 PM P I . DIRECT I = LISTING INFORMATION OF Clopay WINDCODEO W6 Sectional Doors SPEC ID: 27355 Clopay Building Products Co., Inc. (CBPC) 8585 Duke Blvd. Mason, OH 45040 This report is for the exclusive use of Intertek s Client n t p e and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report. Only the Client is authorized to permit copying or distribution of this report and then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test results in this report are relevant only to the sam Ie lasted. This report by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program. Report prepared fix: Scott Hamilton (Clopay Building Products Co., Inc. (('I3P(')) on 31J7r2012 2:41:08 PN1 WIND LOAD RESISTANT DOORS Clopay WINDCODE® W6 Sectional Doors Clopay WINDCODEO W6 Sectional Doors DIRECT Impact IMax. (Design 'Design Rating jWidth Pressure Pos. Pressure Neg. Single Car Double Skin EPS N/A 19' - 0" +37 PSF j 37 PSF Single Car Double Skin EPS 73 ( Yes 9' - 0" +37 PSF -40 PSF Single Car Double Skin EPS No ( 9' - 0" +37 PSF -40 PSF Single Car Double Skin EPS Yes 9' - 0" +38 PSF i -42 PSF GallerylArtistry/ Expressions Single Car Double Skin EPS No 9' - 0" +38 PSF j -42 PSF Gallery/Artistry/ Expressions Single Car Double Skin EPS with Yes 1 9' - 0" +38 PSF 1 -42 PSF Overlay i Single Car Double Skin EPS with No 9' - 0" +38 PSF -42 PSF Overlay 1 Single Car Double Skin PUR 79 N/A 9' - 0" +37 PSF -37 PSF Single Car Double Skin PUR 80 Yes 9' - 0" +37 PSF -40 PSF Single Car Double Skin PUR 81 No 9' - 0" +37 PSF 40 PSF Single Car Double Skin PUR with Yes 9' - 0" +38 PSF -42 PSF Overlay 82 Single Car Double Skin PUR with g No 9 - 0 +38 PSF 1, -42 PSF 83 Single Car Steel Pan 84 Yes 9- - 0" +38 PSF -42 PSF Single Car Steel Pan 85 No ? 9' - 0" +38 PSF -42 PSF Single Car Steel Pan 86 Gallery/Artistry/ Expressions Yes 9' - 0" +37 PSF -37 PSF Single Car Steel Pan 87 No 9' - 0" +37 PSF -37 PSF Gallery/Artistry/ Expressions Single Car Steel Pan with Overlay No 9' - 0" I +37 PSF -37 PSF Single Car Steel Pan with Overlay Yes 9' - 0" ( +37 PSF I -37 PSF Single Car Custom Wood Custom N/A 9' - 0" +39 PSF -45 PSF ,Double Car Double Skin EPS I No 16' 2" j +37 PSF -40 PSF Double Car Double Skin EPS Yes 16' 2" +37 PSF 40 PSF Clopay Building Products Co. Inc. ('BP( 27355 Rev: r 7 2012 1 53PM Uncontrolled o i y r tti r ' ' ' ? 5' x, ? 5 I 2 o ' I y � ( ) ! ! � Mar Copy } Page 1 r f 4 I Clopay Building Produc . C c ., Inc.Lu. 1 _I3[C 1 _73.. � � Rex: Nlar 7 ..f)1- I .. 3Pfv1 Uncontrolled ('opq Page .. 14 Report prepared for: Scott Hamilton (Clopay Building PR)IIUCt.s Co_ Inc WBP0) on 3,'7 2012 2:41:Ox Pht DIRECT ;Double Car 18' 2" Steel Pan (120) ;Double Car 18' 2" Steel Pan jGallery/Artistry/ Expressions (121) (Double Car 18' 2" Steel Pan jGallery/Artistry/ Expressions (122) Attribute CSI Code Listed or Inspected Report Number Criteria Criteria Criteria Static Load Test - Design Pressure Intertek Services Listing Section Test Original Issue Date Value 08 30 00 Specialty Doors and Frames LISTED 100487442MID-002 ASTM E330 (2002) ASTM E1886 (2002) ASTM E1996 (2002) See Table Certification WIND LOAD RESISTANT DOORS 2012-01-26 -37 PSF -39 PSF -39 PSF Clopay Building products Co., Inc:. (('BP(') 127355 1 Rev: Mar 7 2012 1:53111M i Uncontrolled Copy Page 4 of -I Report prepared tor: Scott l lamillon (Clopay Building Products Co., Inc. (CI3P(')) on 3, 7,2012 2:41:118 PM DIRECT (Double Car Double Skin EPS j Yes 16' 2" +37 PSF -40 PSF (Gallery/Artistry/ Expressions 'Double Car Double Skin EPS ' „ Gallery/Artistry/ Expressions 96 I No 162 +37 PSF -40 PSF (Double Car Double Skin EPS with Yes 162" 1 +37 PSF -40 PSF jOverlay Double Car Double Skin PUR (98) j Yes I 162" +37 PSF -40 PSF Double Car Double Skin PUR (99) No 162" +37 PSF -40 PSF �Double Car Double Skin PUR with 1 Yes 162" j +37 PSF 1 -40 PSF ' Overlay 100 Double Car Steel Pan (101) Yes 16 2 +37 PSF 41 PSF - -� _� Double Car Steel Pan 102 I No I 16 2 .- +37 PSF -41 PSF Double Car Steel Pan (103) Yes j 16- 2" +37 PSF -41 PSF Double Car Steel Pan (104) (Gallery/Artistry/ Expressions Yes 162" +37 PSF -41 PSF Double Car Steel Pan (105) j No 16 2 „ +37 PSF -41 PSF Gallery/Artistry/ Expressions 'Double Car Steel Pan (108) with No 162" +37 PSF -37 PSF !Overlay 'Double Car Steel Pan (109) with Yes 16' 2" +37 PSF -37 PSF ;Overlay Car 18' 2" Double Skin EPS IDouble (110) Yes 18' 2-1+37 PSF -37 PSF Double Car 18' 2" Double Skin EPS No 18 2 +37 PSF -37 PSF ;Double Car 18 2 Double Skin EPS Yes 18' 2" +37 PSF -37 PSF !Gallery/Artistry/ Expressions !Double Car 18 2 Double Skin EPS Yes 18' 2" +37 PSF -37 PSF 'with Overlay ',Double Car 18' 2" Double Skin PUR Yes 18' 2" +37 PSF -37 PSF (114) i !Double Car 18' 2" Double Skin PUR No 18' 2" +37 PSF I -37 PSF !(115) Double Car 18 2" Double Skin PUR I Yes 18'2" +37 PSF -37 PSF ,with Overlay (116) ............. 'Double Car 18' 2" Steel Pan Yes 18' 2" 11 +37 PSF i -39 PSF I 'Double Car 18' 2" Steel Pan i No 18' 2" 11 +37 PSF -39 PSF Double Car 18' 2" Steel Pan (119) Yes 18' 2" +37 PSF i -37 PSF Clopay Building Products Co., Inc. (('BP(') 127 i55 1 Re%: Mar `I 2012 1:53PK1 1 t_Incuurrulled Copy Page 3 of 4 U Z Q 0 � U 0 m J 0 W � � Q Z I'- Q Z Z J W U 0 J _ _ EJ El El v 0 z ZU) o WLLJ D IU LLJ 0 `') �O Z o 0 a Z C) Q Z J a W 0 o of m �Z 0 W 0z o� 0 it N M v m U W � o Cr_o Z }- z Q 0 z U _ J Z (U) ISSUE DATE AUGUST 2008 REVISION DATE 2-8-2011 4-9-2012 SHEET N2E2 PRODUCT APPROVAL -1 - t I I I.- I I. L` liJ. A!-S" 1 w' 1 " s 1 11 . 1 'A ' I I 1 1 ! _ BUILDING DROPS 127W f'atrbSuiteuite 4e S438 A Perfect Solution in Every Drop Winter Park, FL 32789407.644.6957 PI I /(2r Certificate of Authoneabon: 29518 407-644-2366 I X contn(. t@buildmgdrops.com February 24, 2012 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer #73778 MANUFACTURER: Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 FLORIDA PRODUCT APPROVAL M FL14039 PRODUCT CATEGORY: Windows PRODUCT CATEGORY: Single Hung SUBJECT: Product Conformance to the 2010 Florida Building Code Dear Sir (Madam), I have reviewed the referenced Florida Product Approval and associated documents and found all drawings, reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents listed below to be in compliance with the 2010 Edition of the Florida Building Code. It has been concluded that no revisions or changes to the referenced standards and standard years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the Florida Building Code. Therefore, all test standards listed below are valid for the 2010 Edition of the Florida Building Code. SECTION DRAWING REPORT Q.A. ENTITY Q.A. EXP. TEST SIDS. 14039.1 PG W 029 PER 1121 NAMI 12/31/2013 AAMA 101-05 PG W 030 J Note: AAMA 101-05 = AAMA/WOMA/CIA 101/1.S.1/A440-05 To the best of my knowledge, a!I referenced & included test standards, methods of installation, details, and performance ratings have been found to comply with the 2010 edition of the Florida Building Code. This product is manufactured under a quality assurance program currently approved by the Florida Building Commission, Page 1 of 2 BUILDING DROPS 127W FaubSuite4 uite 8 S38 Winter Park, FL 32789 .„;tE, A Perfect Solution In Every Drop 407 644,6957 PH �I Certificate of Authulitatiun 29578 407-644-2366 FX LontaLt@)buildingdrops Cons Please note that I do not have, nor will I acquire, a financial Interest In any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, rt 11 µNo ^ Yc' ' NU' 16/7§ .R = i .p 81ALE OF ; Digitally signed by Hermes F Norero, P.E. ° ' Si ciKfot; Reason: I am approving this document �''•,S,roNAI- �.�Date: 2012.03.06 20:08:34-05'00' Hermes F. Norero, P.E. 'I7IIr I ...t"N Florida Registered Professional Engineer 473778 Page 2 of 2 UNIT MAX. WIDTH 53.00' 01.0 MAX. WIDTH 49.44" _ 8 FF D -'. UL O MAX HEIGHT 33.25" UNIT MAX HEIGHT l.- 72.00" 4 4 .X.. CGa� SASH MAX. j\\3/L"/ HEIGHT f 36 31" , 3.- 4� SASH MAX. WIDTH 51.25" ELEVATION D L.O MAX. WIDTH 44.31" K 0 `t 5 3, UNIT MAX. HEIGHT 84.00' SEE ANCHOR SEE ANCHOR r � SCHEDULE SCHEDULE :1 SEE ANCHOR SCHEDULE --- -�- SEE ANCHOR SCHEDULE ANCHOR LAYOUT UNIT MAX. _ WIDTH 48.00" - • - PLy "GEM i... :y= 1 B F ! 433 N MAIN ST. PO BOX 559. ROCKY MOUNT, VA 24151 -_:- -.- PH, 540481-634H F%. 540484-6E83 ^ "' D.L.O. MAX. j 0 HEIGHT 45.56" j vI SASH MAX. _ w g "^ µs't - L - HEIGHT 35,88" N tunY Y o'f �Z<� .H c N a r d to w «3 S L 3 4 ;, /I T m • SASH MAX. WIDTH 46.25" Z O ELEVATION uj dy o - EDGE HEAD SILL JAMB O.C. CORNER ANCHOR TYPE INSTALLATION QTY PER SUBSTRATE EMBEDMENT DISTANCE O,C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION (IN.) (IN.) (IN.) (IN.) (IN.) (IN.) #8 SELF -TAPPING FIN i STEEL STUD 3 THREADS N/A 12 12 9 4 3/16" ITW TAPCON FLANGE 1 CONCRETE/MASONRY 1.25 2.5 20 - 20 4 i #10 SELF -TAPPING FLANGE 1 STEEL STUD 3 THREADS NIA 20 20 4 SHEATHING -� BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK -- .-BY OTHERS WINDOW HEIGHT r I SEE GLAZING -� DETAIL 1 EXTERIOR I EXTERIOR O.A. WINDOW HEI+GHT 3 THREADS MIN. ENGAGEMENT - - __j 1/4" MAX. SHIM SPACE INTERIOR F ' 4. VERTICAL SECTION HEAD - IX WOOD/CONCRETE/MASONRY 4712 FIN SEE GLAZING _ DETAIL 1 17 - 4V-- „�� iC INTERIOR Qm n mo tivJ ran 3: 2Se vz 00 In V U3 DWG #: PGW029 SHEET: Z OF 6 f 1/4" MAX. SHIM SPACE PLy GEM #8 SELF -TAPPING SCREW „F INSTALLATION ANCHOR 433 N. MAIN SI . PO BOX 559. METAL STUD FRAMING ROCKY MOUNT, YA 24151 BY OTHERS #8 SELF TAPPING SCREW INSTALLATION ANCHOR PH 540-404 6348 F%. 5413-484-6683 METAL STUD FRAMING - INTERIOR BY OTHERS d I- 13 SEE GLAZING N w? g 3 THREADS MIN DETAIL I v Y c" r1c Y ENGAGEMENT ! O Z < r tb SHEATHING--- ° BY OTHERS (1I < "' P� 18N a �3 uj !3 EXTERIOR at EXTERIORFINISH / BY OTHERS PERIMETER CAULK O A p BY OTHERS WINDOW T m WIDTH G HORIZONTAL SECTION _-- JAMB - STEEL STUD FRAME 4712 FIN O H o H LU L 1/4" MAX. SHIM SPACE PERIMETER CAULK BY OTHERS EXTERIOR FINISH / \ METAL STUD FRAMING BY OTHERS BY OTHERS t SHEATHING #8 SELF -TAPPING SCREW BY OTHER5-111 _ 3 THREADS MIN. INSTALLATION ANCHOR ENGAGEMENT E VERTICAL SECTION _ SILL - PRECAST CONCRETE - "4712FIN 1 4712FL FRAME - HEAD ALUMINUM TYPICAL WALL IHICKNES5 062" -� 2.43' C6J 4712F FRAME - SILL ALUMINUM TYPICAL WALL THICKNESS: 062" 2.484" - _.__.-1 3 297' (11) SASH HEAD ALUMINUM TYPICAL WALL THICKNESS .W" 1.771" J 1365" 1 2> 4712FL FRAME -- SILL ALUMINUM TYPICAL WALL THICKNESS, 062" 279T L '�._- -- 2.431" C- --j 7 4712F FRAME - JAMB ALUMINUM TYPICAL WALL THICKNESS 050' 2A31' 1. 1 F--- 2.769" C2� SASH - SILL ALUMINUM TYPICAL WALL THICKNESS. 062' }--- -+F 1.482" I 2.5194" EXTERIOR VERTICAL SECTION r} ' MEETING RAIL 3 4712FL FRAME - JAMB 4 4712FL - JAMB CLIP ALUMINUM U ALUMINUM TYPICAL WALL THICKNESS 062" TYPICAL WALL THICKNE55: 062" --3 - 0.382" 2 4131' 2.309" 1. C 2.269" 8 4812F FRAME HEAD (� 9 4812F FRAME - SILL ALUMINUM �) ALUMINUM TYPICAL WALL THICKNESS. 062" TYPICAL WALL THICME55:.062" 2 487" - 1.785' T 3 297" -- _A (13 SASH - JAMB 1� MEETING RAIL ALUMINUM C ALUMINUM TYPICAL WALL THICKNESS:.062" TYPICAL WALL THICKNESS. .062" 1.297" F 96" 2 24" ��1�.6LLL17���...� I - - BILL OF MATERIAL NO. PART NUMBER DESCRIPTION MATERIAL MANUFACTURER 1 11068 4712FL FRAME - HEAD ALUMINUM PLY GEM 2 I1929 4712FL FRAME - SILL. ALUMINUM PLY GEM _.- 3 11070 4712FL FRAME - JAMB ALUMINUM ALUMINUM ALUMINUM PLY GEM PLY GEM PLY 6EM 4 11451 4712FL - JAMB ANCHOR CLIP 5 10372 4712F FRAME - HEAD 6 11927 4712F FRAME - SILL ALUMINUM PLY GEM 7 1 0374 4712F FRAME -JAMB ALUMINUM ALUMINUM PLY GEM PLY 6EM__ 8 _ 10379 4812F FRAME - HEAD 9 11928 4812E FRAME - SILL ALUMINUM_ PLY GEM 10 10381 FRAME - JAMB ALUMINUM PLY GEM I1 11622 ____4812F SASH - HEAD ALUMINUM PLY GEM 12 11926 SASH - SILL ALUMINUM PLY GEM 13 10377 SASH - JAMB ALUMINUM PLY GEM _ 14 11623 MEETING RAIL ALUMINUM PLY GEM 15 V - 490 TYP. GLAZING BEAD_ VINYL PLY GEM 16 V - 7145 FIXED JAMB SHIM ALUMINUM PLY GEM 17 _ V - 7139 SASH SHIM ALUMINUM PLY GEM 18 V - 7140 SCREEN RETAINER ALUMINUM PLY GEM INTERIOR re T W P m V) Cis n J V) I-O z� XY �Z DWG #: PGW029 SHEET: A of 6 5 4712F FRAME - HEADS ALUMINUM ' I rn PLy GEM TYPICAL WALL THICKNESS. 062' ." ".43" 433 N. MAIN 5T, PO BOA 559, ROCKY MOUNT, VA 24151 1785" PH 510.41l1 6348 F%. 541 I14.66113 C10� 4612F FRAME - JAMB N o vi LL _ J ALUMINUM TYPICAL WALL THICKNESS:.Oti2" H 52 Y b Z 4 a H p c, 1I Is,u- 3 IY 2 46l" W ; 4 j uutI7� a � 2 2769" -I K 0 m C\ GLAZING BEAD V) 15J VINYL Z 00 H f4L U a'S ---11 /„ \J • •� 1 3i. t � Eli as�� K i= ji� 1;�;, O -c OQj a =]L v �Z DWG #: PGW029 SHEET: 60F61 1/4" MAX. 3/16" ITW TAPCON - SHIM SPACE INSTALLATION 3 THREA05MIN i PLy GEM ANCHOR ENGAGEMENT -r CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN _ 2 1/2" MIN. - INTERIOR 433 N MAIN 51 PO BOX 559 CONCRETE/ MASONRY d 1X �\ EDGE DISTANCE #10 SELF -TAPPING SCREW \ INSTALLATION ANCHOR ROCKY MovNT, VA 24151 WOOD BUCK BY OTHERS 1X WOOD BUCK- \\�\ q� (13) BY OTHERS 1PFI No 184.6a4B iX. D40 4M OGBJ METAL STUD FRAMING - 51 C 1 1/4" MIN. BY OTHERS SEE GLAZING F- EXTERIBOR FINISHY OTHERS -� \ r EMBEDMENT \ \ DETAIL 1 PIN T L 1 v v r Z T - 5Q V)II �• • / N < Vj > (i e 1 SHEATHING- •- " v o Z ---- ---� _I. BY OTHERS �" a m <� - _/ 1/4 MAX EXTERIOR iz W Z _ so p H PERIMETER CAULK- I �,� tIUJ WINDOW BY OTHERS IS J SHIM SPACE / f C 0 / C 3 u3 l+ a 3 6 HEIGHT --.__� EXTERIOR FINISH SEE GLAZING BY OTHERS f O.A. DETAIL 1 PERIMETER CAULK WINDOW EXTERIOR INTERIOR BY OTHERS WIDTH g� VERTICAL SECTION p HORIZONTAL SECTION 3 HEAD - 1X WOOD/CONCRETE/MASONRY IAMB 43 - STEEL STUD FRAME 4712 FLANGE 4712 FLANGE 11/4" MIN. O SHIM SPACE EMBEDMENT MAX. CONCRETE/ MASONRY BY OTHERS H SHIM CAULK BETWEEN H EXTERIOR INTERIOR / CONCRETE/ MASONRY A IX > r / WOOD BUCK BY OTHERS UJI �j SEE GLAZING INTERIOR Q _ _--IX WOOD BUCK (Y _ DETAIL 1BY OTHERS _� y 3/16" ITW TAPCON 17 15 -INSTALLATION ANCHOR f WINDOW 15 HEIGHT STRUCTURAL GRADE � - 2 112" MIN J O ; SILICONE BY OTHERS-- \`J -` r SHIM SPACE - E06E DISTANCE u ti 1 - 9 EXTERIOR FINISH - J' BY OTHERS - / 1X WOOD BUCK SEE GLAZING / " 1P, BY OTHERS DETAIL 1 - '� \`- EXTERIOR FINISH BY OTHERS CAULK BETWEEN % / EXTERIOR CONCRETE/ MASONRY 6 IX / --- PERIMETER CAULK m w m o w WINDOW O.A. BY OTHERS In � y Z WOOD BUCK BY OTHERS -.-- Q 0 v CONCRETE/ MASONRY BY OTHERS WIDTH A', VERTICAL SECTION_ � HORIZONTAL SECTION DWG #: 3 SILL - 1X WOOD/CONCRETE/MASONRY (3) JAMB - 1X WOOD/CONCRETE/MASONRY 4712 FLANGE 4712 FLANGE SHEET: 3 OF 6 1/4" MAX. SHIM SPACE �r 3 THREADS MIN- iy :l, PLy GEM SHEATHING ENGAGEMENT #8 SELF -TAPPING SCREW _ BY OTHERS `• INSTALLATION ANCHOR � #B SELF TAPPING SCREW _ -- 4Jko,KVMouNrPv BOX r 15i �'' EXTERIOR FINISH - INSTALLATION ANCHOR BY OTHERS ` r- METAL STUD FRAMING . / BY OTHERS \ INTERIOR PH. W 484 6348 FX: 540-464 66a3 PERIMETER CAULK METAL STUD FRAMING -� j BY OTHERS \ o BY OTHERS / e / H - --- - - -\ 13 15 _--SEE GLAZING ~ 3 THREADS MIN. i' DETAIL 1 T ' m Q\ ENGAGEMENT 0. A. �J 1/4" MAX. WINDOW (5) SHIM SPACE SHEATHING - = Z - HEIGHT BY OTHERS j SEE GLAZING 3/4" O A. INSULATED GLASS \�) < J w at < DETAIL 1 EXTERIOR FINISFf EXTERIOR a Us 3 3 EXTERIOR INTERIOR_ DOW 1199 BY OTHERS a SILICONE \ PERIMETER CAULK -' O.A. \ BY OTHERS WIDTH o VERTICAL SECTION �- HORIZONTAL SECTION HEAD - 1X WOOD/CONCRETE/MASONRY ` / \ 5� JAMB - STEEL STUD FRAME (153 4812 FIN - �- 4812 FIN V) 1/2" MIN. GLASS 1/4" MAX Z BITE \ SHIM SPACE P1 SEE GLAZING H DETAIL I \ 14 GLAZING DETAIL 1 --- #8 SELF-TAPPIN65CREW F�3 1 EXTERIOR 12 ^� / INTERIOR - - j INSTALLATION ANCHOR LU O.A. NOTE: / METAL STUD FRAMING WINDOW __ 1/4" MAX GLASS THICKNESS AND TYPE i/ BY OTHERS HEIGHT Ol I SHIM SPACE MAY VARY PER ASTM E 1300 / - �J - I GLASS CHART REQUIREMENTS i -TL INTERIOR 3 THREADS MIN. II -- �. ENGAGEMENT PERIMETER CAULK 15 BY OTHERS METAL STUD FRAMING EXTERIOR FINISH i -SHEATHING BY OTHERS -- BY OTHERS BY OTHERS -- `- ` 5HEATHING �_#8 SELF -TAPPING SCREW -> l RS - 3 THREADS MIN. INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS ENGAGEMENT SEE GLAZING _ / C6 ` BY OTHERS DETAIL 1 - PERIMETER CAULK BY OTHERS EXTERIORR O,A < O. z = V) � z WINDOW -- o 26 o to �j VERTICAL SECTION WIDTH r- DWG #: �5 Slll•PR CCASTCONCRETE K � HORIZONTAL SECTION PGW029 4812 FIN JAMB - STEEL STUD FRAME SHEET: 4812 FIN 5 OF 6 U Z Q O � 0 U � . JI' _j _jLIL m _j 0 W Q W F_ Q Z _ Z _j W 20 0 �0❑❑ U Z O r ) v W W fY W Q zp Ld W fY F_ f- � `J n z W � ^ v Z 5 j i Q Q W Z V w 0 O .LIJ 7 L W 00 W CO Z G 0 NCD m = F- � W O z � O Q Z Q Z 4� Z U - U ISSUE DATE AUGUST 2008 REVISION DATE 1 4-9-2012 1 SHEET N 3 PQooucr APPROVAL — 96.312" MAX. DOOR WIDTH ---- 48.50" MAX. PANEL WIDTH — 45.25" MAX. D.L.O. WIDTH 95.00" MAX. PANEL HEIGHT 96.00" MAX. DOOR HEIGHT �- 9 8 96.0 91.25" - D MAX. HE HEIGHT ELEVATION EXTERIOR VIEW - 2 TRACK 96.00 DC HE1 NOTE SCREEN PANELS NOT SHOWN FOR CLARITY. MAX. SCREEN PANEL HEIGHT: 94.50" MAX. SCREEN PANEL WIDTH: 49.00" 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH 95.00" MAX. PANEL HEIGHT J 'MAX. V OR 91.25" GHT MAX. D.L.O. HEIGHT BUILDING DROPS 127W.FairbSuite4 8 Suite 38 Winter Park, FL 32789 i' A Perfect Solution in Every Drop 407,644.6957 PH Certificate of Authorization: 29578 407-644-2366 FX contact@buildingdrops.com February 24, 2012 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer #73778 MANUFACTURER: Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 FLORIDA PRODUCT APPROVAL #: FL14634 PRODUCT CATEGORY: Exterior Doors PRODUCT CATEGORY: Sliding Exterior Door Assemblies SUBJECT: Product Conformance to the 2010 Florida Building Code Dear Sir (Madam), 1 have reviewed the referenced Florida Product Approval and associated documents and found all drawings, reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents listed below to be in compliance with the 2010 Edition of the Florida Building Code. It has been concluded that no revisions or changes to the referenced standards and standard years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the Florida Building Code. Therefore, all test standards listed below are valid for the 2010 Edition of the Florida Buildine Code. SECTION DRAWING REPORT Q.A. ENTITY Q.A. EXP. TEST STDS. 14634.1 PGW063 PER 1427 NAMI 12/31/2014 AAMA 101-97 14634.2 PGW063 PER 1427 NAMI 12/31/2014 AAMA 101-97 14634.3 PGW064 PER 1428 NAMI 12/31/2014 AAMA 101-97 14634.4 PGW065 PER 1429 NAMI 12/31/2014 ASTM E 330-02 ' AAMA 101-97 Note: AAMA 101-97= AAMA/NWWDA 101/I.S.2-97 Pagel of 2 147.000" MAX. DOOR WIDTH 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH lay C 6 6 N 95.00" 10 MAX. PANEL M HEIGHT )' MAX. 8 70R 91.25" - 10 L ___. 9 EGHT MAX. D.L.O. HEIGHT I Jill ELEVATION EXTERIOR VIEW - 3 TRACK ELEVATION 6 /.JPLV GEnn 433 N. MAIN 5T., PO BOX 559, ROCKY MOUNT. VA 24151 PH: 540 464 6348 FX: 540-484-6683 Q 00 m W� m O 00 ~ .o o V cm� JwM H 0 Z Lu to Q v1 YUX s Lu > a ° Z w Co 3m� U "CC ? w 3 �� C k Q 0 m V) Z 0 Z `H J H U LU to w a 0 Z 2 Y ,at sp ` ly,4S E N t • (/ . i ,, "�" • � No 68101 N Q * -p ; a Lo Z LLL ?� _ Q = I- iV Z 13 STATE 0F* . W ` r . "-// o a V '. �• c -- �s�•� ©I . DWG #: PGW065 4 SHEET: 2 of 11 BUILDING DROPS t; A Perfect Solution 1n Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407-644-2366 FX contact@buildingdrops.com To the best of my knowledge, all referenced & included test standards, methods of installation, details, and performance ratings have been found to comply with the 2010 edition of the Florida Building Code. This product is manufactured under a quality assurance program currently approved by the Florida Building Commission. Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). %%J1111111, Respectfully submitted,N" F. 0 N,.i 7f� vrAT qF 'rY' �wUj a Digitally signed by Hermes F Norero, P.E. F - •••.• �,� �� Reason: I am approving this document Hermes F. Norero, P.E. �11rN� t�� Date: 2012.03.06 19:57:09-05'00' Florida Registered Professional Engineer #73778 96.00 DC HEI NOTE: SCREEN PANELS NOT SHOWN FOR CLARITY. MAX. SCREEN PANEL HEIGHT: 94.50" MAX. SCREEN PANEL WIDTH: 49.00" Page 2 of 2 193.750" MAX. DOOR WIDTH 4&50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH E F 7 A 7 B C ' 6 6 r ii. ?/1 95.00" O 10 N 10 MAX. J PANEL g HEIGHT G P 10 M ' 9 1 } P 10 'MAX. L ...._-.._._ L OR 91.25" 8 9 J 1 I 9 GHT MAX. + t D.L.Q. HEIGHT o/ 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH 95.00" MAX. PANEL HEIGHT 96.00" MAX. DOOR 91 HEIGHT M D.I HE] J_ 9 2 5" A X. GHT ELEVATION 6 e EXTERIOR VIEW - 2 & 3 TRACK EXTERIOR VIEW - 3 TRACK ,``III{111U111�, S A ?-�'�. •SF ��-.--°: PLY GEM '1 •s No 68101� .�i 9�... 433 N. MAIN ST., PO BOX 559. ROCKY MOUNT, VA 24151 S FAIL Of 441 iO '.� T p• •� \}141; OR PH. 540 484 6348 FX: 540-484-6683 N � V) 00 00 4 V1 N U1 Z Y 'c u- o LU CL x OZq Uj Ln � w m an a act,L! W LL1 U U- ac 111 m w as � a 4 0 m Z O Z H CL > H w Lo w 0 Z 10 Co _ co _ v Z a o V u7 p DWG #: PGW065 SHEET: 3 of 11 U Z Q � 0LL U J .. J J m J 0 W p > Q r r Z Q Z W W J m U 0 aoa U � Z 0 0 w 0 LLI � w 0 0 W v (I/ Z • �^ ♦� J a Z Q U z .J W 11 1 .w V W0 D o m W w ao Z O 0 N� m T Li O Z �o �Z O Z Q Z ISSUE DATE AUGUST 2008 REVISION DATE 3-7-20 92 SHEET N3N 1 PRooucr APPROVAL -- _ IL._ 1 1 IL 1 1 1 1 1 1 1. 1 i !1, It I 1 1 11 19 1 1 1 1 1 1I 1 --- L 1 i l -1. _. - 1 1 -A _ ,,00" MAX. FROM CORNERS, TYP ; U./5" MAX. O.C. I YP 6 00" MAX. FROM CORNERS, TYP �20.75" MAX 1 INSTALLATION ANCHOR, TYP 6.00" MAX. FROM CORNERS, TYP --- -�j-- 19 25" MAX. OC TYP 60U' MAX FROM 1 CORNERS, TYP 20.75" MAX. O C. INSTALLATION ANCHOR. TYP TYP 6.00" MAX FROM CORNERS, TYP �i �� 20.75" MAX OC 1'YP 6 00"MAX FROM CORNERS. TYP - h 20.75" MAX 0C. TYP ANCHOR LAYOUT ANCHOR LAYOUT 6 00" MAX FROM CORNERS. TYP ---.-- ---r- 18 63" MAX O C TYP _ 6.00" MAX. FROM CORNERS. TYP 20,75" MAI}X. O.C. TYP INSTALLATION ANCHOR, TYP J/ 6" MAX FROM CORNERS, TYP -.-; h - •- 2076" MAX 0 C. TYP 1 3/4" MIN SEPARATION ----}-- 3/4" MIN. EDGE DISTANCE 2 112" MIN, EDGE DISTANCE I CAULK BETWEEN CONCRETE/ MASONRY - CONCRETE/ MA50NRY A 1X BY OTHERS WOOL) BUCK BY OTHERS IX WOOD BUCK---. � BY OTHERS _ T- -a - -y -- L , 11/4" MIN \p♦• EXTERIOR FINISH EMBEDMENT L- BY OTHERS ' 1/4" MAX. SHIM PERIMETER CAULK - BY OTHERS C3)1 3/16" ELCO TAPCON--'Q� INSTAl, IAIION ANCHOR EXTERIOR INTERIOR VERTICAL SECTION E., CONCRETE/MASONRY-HEAD 0 A 3 TRACK UNlI HEIGHT EXTERIOR INTERIOR - 12J `6� ---- �10) (0 (23 PERIME TER CAULK y 4 BY OTHERS -^" �'"� T1 _• -- I SET SILL IN BED OF CAULK , �• "" 1 1/4" MIN. OR WET CEMENT " a--- '"'� •• EMBEDMENT ,4 3/16' ELCO TAPCON - • - -- INSTALLATION ANCHOR 2 112" MIN Imo- _ _ _ __. I_ 1 3/4" MIN. t y - - CONCkf TE/ MASONRY EDGF- DISTANCE SEPARATION BY OTHERS / I) VERTICAL SECTION - - ,• CONCRETE/ MASONRY - SILL . 3 TRACK INTFRIOk (z1) (z2j 27 (11� il� 19 (2 I EXTERIOR �Z� (15) N HORIZONTAL SECTION ' REINFORCED BUTT STILE W/ SCREEN ADAPTER INTERIOR Q21) f19) r �) 27 (14 EXTERIOk p HORIZONTAL SECTION INTERLOCK W/ SCREEN INTERLOCK III PLY GEM 433N MAIN-T, PO MO;Y S59 ROCKY MOUNT, VA 24W "I - 481 1.148 1x. 111, 464 6683 gym, O V N ry c In 4 V a L ]L W ( r zx g O a a. Q L < z 7 FS �m w4�35< a I ¢ p m V) Z ul O r- H Lu � p g - A 13 DWG #: ' ?' P&W06•�5 .... + r''r �YO�NA0'11i +` SHEET: A OF 11 PLY yGEM "13N MAIN T. l)60A?59 R-kY MOI)14T. VA 24151 •. t.L 4M 6348 ik D4r-4q4-6683 L)wQ m O y+ 4 U 1~n g J J M Q CoC to 3/4" MIN. EDGE DISTANCE ~ ~ --I- - 1 3/4" MIN SEPARATION 2X WOOL)FRAME - w < O Z a BY OTHERS -.,_ m a - 1 112" MIN. a L> p a N Tw- c SHEATHING _ EMBEDMENT v c ti g BY OTHERS n EXTERIOR FINISH BY OTHERS _ 1 1 - p I 1/4" MAX. SHIM- PERIME'TER CAULK BY OTHERS 113)" - (-gel z #10 WOOD 5CREW " - H ` INSTALLATION ANCHORvi C8) C7) H H EXTERIOR INTERIOR - . uJ NI VERTICAL SECTION p HEIGHT (-F \\ 7 2X WOOD FRAME - HEAD 3TRACK Ttl z z r' c = `+`tU,lulr�y r - UZ v) sT,iL ' I, �' '� '0. .mow: DING �.,,5 �rrONA��� •``� SHEET: OF 11 PLyGEM r1, -' N o cd'ul, 10N MA IN,T P0&0A 559 ROCr,V MOUNT, VA 14151 INTERIOR - Si '•• STATL L. 1 4J '�r•p\•.,':`` \)\..••: \��; 'y . o a l . G I•r.: !,4�..AH4-e i4tl r-%. !rN.. a8906d] ONA,In <� ��`v� I z� m 0 V lC3 j _ 15 w :a � � y e ci u w In $ Z ae m�a 5; EXTERIOR a N o 0 0 p a U LL Z r`01 HORIZONTAL SECTION FF� m w 4w g SCREEN BUTT STILE a BILL OF MATERIALS NO. DESCRIPTION MATERIAL MANUFACTURER 1 2 TRACK FRAME HEAD ALUMINUM PLY GEM WINDOWS 2 2 TRACK FRAME SILL ALUMINUM PLY GEM WINDOWS 3 3 TRACK FRAME HEAD ALUMINUM PLY GEM WINDOWS 4 5 3 TRACK FRAME SILL 2 TRACK FRAME JAMB ALUMINUM _ ALUMINUM ALUMINUM PLY GEM WINDOWS PLY GEM WINDOWS 6 _ _ _ _ _ 3 TRACK FRAME JAMS W PLY GCM WINDOWS 7 PANEL INTERLOCK ALUMINUM PLY GEM WINDOWS 8 PANEL TOP RAIL ALUMINUM PLY GEM WINDOWS 9 PANEL BUTT STILE ADAPTER ALUMINUM PLY GEM WINDOWS 10 PANEL BOTTOM RAIL ------ ALUMINUM PLY- - GEM WINDOWS 11 PANEL LOCK STILE ALUMINUM PLY GEM WINDOWS 12 -_. 13 SCREEN BOTTOM RAIL -- --. - SCREEN TOP RAIL _ ALUMINUM ---------- _ ALUMINUM PLY GEM WINDOWS ----- ------------..- PIN GEM WINDOWS 14 SCREEN INTERLOCK LOCK STILE ALUMINUM PLY GEM WINDOWS 15 SCREEN LOCK STILE ALUMINUM PLY GEM WINDOWS 16 SCREEN BUTT STILE ADAPTER ALUMINUM PLY GEM WINDOWS 17 SCREEWPANEL BUTT STILE ADAPTER ALUMINUM PLY GEM WINDOWS 18 FIXED PANEL ANCHOR CUP ALUMINUM PLY GEM WINDOWS 19 GLAZING GASKET VINYL ALUMINUM PEPCO PLY GEM WINDOWS 20 HI RISE SILL RISER EXTENDER 21 PANEL BUTT STILE REINFORCEMENT _ STEEL ELLIOT 22 CENTER FIN WEATHERSTRIP -025"LONG ULTRAFAB 23 CENTER FIN WEATHERSTRIP - 0,35 LONG ULTRAFAB 24 CENTER FIN WEATHERSTRIP 0.45'LOW ULTRAFAR 25 ADJUSTABLE DOUBLE MFTAL ROLLER ASSEMBLY 80I1_DFR'S HAkDWARF, INC 26 SPRING LOADED ADJUSTABLE METAL ROLLER BUILDER'S HARDWARE, INC. 27 5/8" OVERALL INSULATED GLASS 5/32" TEMPERED GLASS ULTRAFAB 28 SCREEN PANEL SIDE SWEEP m 0 VLu J In aLu W p m Z m _I 4),n V 3z = uZ O p U DWG #: PGW065- SHEET; 10 OF 11 6 00" MAX. FROM CORNERS, TYP --I - - -- 18O .13" MAX. C- TYP 6.00" MAX. FROM -� CORNERS, TYP 20, 75" MAX, O C TYP INSTALLATION ANCHOR, TYP 6.00" MAX FROM CORNERS, TYP �! 20.75" MAX. 0 C TYP ANCHOR LAYOUT 600" MAX. FROM CORNERS, TYP ---� 16.lU` MAX. O.0 TYP 6.00' MAX. FROM CORNERS, TYP 20 75' MAX O.C. TYP INSTALLATION ANCHOR, TYP -J ,`pU 1111 U 1lrrr rzy.ti+C C ry s� pL'' ' PLy GEM * 433 N MAIf- PC SOX "r5Y RG,0 Al - I VA :.41�I STATE O! ♦ ,1, .,.0 i- ��•' rH 5413 489 (.394 FN 5Au 114 -i,AB3 v Y "19N,1101" N J Q � T J > rn i Y q of in T � - V N w �m CL a p I I 6.00" MAX FROM CORNERS, TYP --.-I I- ---- -.-�4 2035" MAX. D.C. TYP ANCHOR LAYOUT Zo r w w p a. •" T p to y 2 S¢ v Z O p U v) DWG #: PGW065 SHEET: 5 OF 11 /011 PLY.GEM -----y 6.00" MAX FROM CORNERS, TYP --.-I I- ---- -.-�4 2035" MAX. D.C. TYP ANCHOR LAYOUT Zo r w w p a. •" T p to y 2 S¢ v Z O p U v) DWG #: PGW065 SHEET: 5 OF 11 /011 PLY.GEM -----y - - 1 1/4" MIN. EMBEDMENT 1 112" MIN. EMBEDMENT -i... CAULK BETWEEN iX WOOL) BUCK & CONCRETE/ MASONRY -� - 1/4" MAX. SHIM INTERIOR INTERIOR 1/4" MAX. SHIM -- 433 N -IV v0Ro%559 40CXY MUJN-1 v 4151 BY OTHERS - (5) (23 , - 3/16" ELCO TAPCON GLAZING 23 5 �� 2X WOOD FRAME L_ { j INSTALLATION ANCHOR SEE -- DETAIL I BY OTHERS v»o 4n9 114e 1 " Mu 4134 -43 3/4" MIN EDGE �-#10 WOOD SCREW DISTANCEINSTAL LATION ANCHOR kD v m 1 1 % SEE GLAZING 'n w 3 1 3/4" MIN. DETAIL 1 ,- j �Q, 1 m '0" ' ,I 1 3/4" MIN. nv p N J i3; 1h 3 SEPARATION • I : SEPARATION In w 1w N etL -" 19)l,l) w a xZa,. 1 a= a 4 z � O z 2 112" MIN. \ -' w 'n EDGE s . , 19 C�} 3/4" MIN. EDGE w p w a ! u DIST1ANCE p •e W V 4 DISTANCE ., CR}�]1} _ 1 I J T a r 3 3 EXTERIOR EXTERIOR . - m w o „' 1X WOOD BUCK BY OTHERS ` SHEATHING BY OTHERS '-- PERIMETER CAULK PERIMETER CAULK --" W EXTERIOR FINISH- BY OTHERS BY OTHERS -EXTERIOR FINISH ¢ BY OTHERS BY OTHERS p a �- O.A. UNIT WIDTH -�- - 0 A, UNIT WIDTH - - - - m G' HORIZONTAL SECTION -HORIZONTAL SECTIONrj IV ___ CONC 0 2 TRACK 2 TRACK > v INTERIOR (11) 19 5/8" 0 k INSULA I ED GLASS CONSISTING OF'. ' 01563" TEMPERED GLASS. 0.3125" AIR SPACE-, 1 0-1563" TEMPERED GLASS, � I 'I 0.75" GLASS BITE -� - EXTERIOR GLAZING DETAIL 1 \SII spy,", x JP,`. ,. �ti.y�c L N s F.••�� �,r z NO AM z¢ kz t•pi STATC OI' 0.1 �'. "/ i. p U DWG PGW065 ,,,,lONrip %" SHEET. g OF 11 1 2 TRACK FRAME HEAD 2 TRACK FRAME SILL TRACK -" ' 3 TRACK FRAME HEAD i" 3 TRACK SILL TRACK �.._.� TYP. WALL THICKNESS 0.062" �_Z.). TYP. WALL THICKNE550.062" �.3.� TYP, WALL THICKNESS 0062" 1.-4,J TYP WALL THICKNE550.062" to Jy'1��, III( III 1.19" ti91r � .jL PANEL INTERLOCK r TOP RAIL /-` PANEL BUTT STILE ADAPTER i " -• BOTTOM RAIL 2 TRACK FRAME JAMB "..� TYP. WALL THICKNESS 0.062" t-_B TYP. WALL THICKNESS 0.062" 1,9, TYP. WALL THICKNESS 0.062" L 10) TYP. WALL THICKNESS 0062" 1:5J TYP. WALL THICKNESS 0.062" 2.52" - 0 94" 2.D6" 100" 1.37" 2.48" 136"- ------ 5.6U" PANEL. LOCK 5LILE -- SCREEN BOTTOM RAIL - - SCREEN TOP RAIL SCREEN INTERLOCK LOCKS TILE `11-) TYP WALL THICKNESS 0.062" ��12 � TYP. WALL THICKNESS 0.045" �) �13TYP, WALL THICKNESS 0.045" 114%1 TYP, WALL THICKNESS 0.045" 1.85" 100' 2.11" IT 1 4V Lt5" 2.0 1.14" 6" -'1 3 TRACK FRAME IAMB TYP WALL THICKNESS 0.080" 0.94„ SCREEN LOCKSTILE SCREEN BUTT STILE - SCREEN/PANEL BUTT STILE - FIXED PANEL ANCHOR CLIP I•-15� TYP. WALL THICKNESS 0.045' 11G•J TYP. WALL THICKNESS U 062" �17-� ADAPTER (,113.) TYP. WALL THICKNESS 0045' TYP. WALL THICKNESS 0.045" -- 1.85" _i 1.41"- -� - 1 56 1 115 , 1.37" 1�4„ 1L� 9) GLAZING GASKET ZO: HI RISE SILL RISER EXTENDER /21 `PANEL BUTT STILE REINFORCEMENT TYP WALL THICKNESS 0.065" = 1 TYP. WALL THICKNE55 0,062" l-_/ TYP WALL THICKNESS 0.12" it GAUGE I+111�+1 No 68MI ��1.01 - 5 .- %''rrSrON AI Ic�,`v,. ww PLy GEM 433 N. MAIN � PU b0x'vi1 ROCKY MMA, I VA 241'�1 46,10411 F% 54.-i AlN-i.1.93 M p � 8 In w rn Uo) 17, yr uj ° oY` H w 2 Inci n mma wo U z 1 �� w41 v �m 0 > c) ac n(� In 4i p O z k_ Iv ,o m L m In � v3 00 3S vZ Q DWG #: PGW065 SHEET: 11 OF 11 1 3/4" MIN. SEPARATION 3/4" MIN. EDGE DISTANCE 2 112" MIN. EDGE DISTANCE - - CAULK BETWEEN CONCRETE/ MASONRY BY OTHERS -.. CONCRETE/ MASONRY A 1X WOOD BUCK BY OTHERS IX W000 BUCK / BY OTHERS '� `_ • , 1 1/4" MIN. EXTERIOR FINISH • EMBEDMENT BY OTHERS �- ' 1/4" MAX SHIM PERIMETERCAULK ' BY OTHERS (63 3/16, ELCO TAPCON �" I jy C_� INSTALLATION ANCHOR - _7 --�--: -- // f2 ) C8��- EXTERIOR INTERIOR g VERTICAL SECTION_ 6 CONCRETE/MASONRY - HEAD O A. 2 TRACK UNIT HEIGHT EXTERIOR INTERIOR 26 2 10 �4� PERIMETER CAULK 1 (2� BY OTHERS P" SET SILL IN BED OF CAULK 1 1/4' MIN. OR WEI CEMENT EMBEDMENT 3/16" ELCO TAPCON - 1 INSTALLATION ANCHOR d/4' MIN. CONCRETE/ MA50N EDGE DISTANCE SEPARATION BY OTHERS' q VERTICAL SECTION i j -6 } CONCRETE/ MASONRY - SILL 2 TRACK 1 1/4" MIN. MB M NT - E ED E --i I l/ 4 - " MAX SHIM CAULK BETWEEN IX WOOD-- -- BUCK A CONCRETE/ MASONRY BY OTHERS r ? ! (27) INTERIOR ( �� 3/4" MIN. EDGE DISTANCE 1 - - 0 � (ly) 1 3/4" MIN 3/16" ElCOTAPCON SEPARATION TYP. INSTALLATION ANCHOR 2112"MIN - EDGE DISTANCE t_ >" 1X WOOL) BUCK 11 EXTERIOR BY O fHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS i- O.A. UNI I" WID fH ---�- J 1 HORIZONTAL SECTION CONCRETE/ MASONRY - JAMB 3 TRACK (]y� INTERIOR - X . PLyGEM 43:N MAIN P")q')R 55d, RU KY MUUNI YA 1.111 NI Mir 41•i 14A Fn 14U -INS. 11 A3 p � Y "Io m U N 1 Jrcr F. 3/4" MIN EDGE DISTANCE - ----�----- - 1 3/4" MIN. SEPARATION r O2 ,----� IL3 N y x 2X WOOD FRAME BY OTHERS - a o > e SHEATHINGS 1 1n° MIN EMBEDMENT to w 3 Zs BY OTHERS \ L a m e < ' Lu k EXTERIOR FINISH - - �� a r BY OTHERS w ---- - - --'' p I 1/4" MAX. SHIM PERIMETER CAULK BY OTHERS 13 r. .. _ ..._. ....... z0 (l3) A. 10 wol) SCREW-` (19) p NIT INSTALLATION ANCHOR HEIGHT 0 (i!) rj EXTERIOR INTERIOR VER_TICA_ L SECTION � j/-/C` `\ ��-2X WOOD FRAME - HEAD �^ ___ 2 TRACK 1/4" MAX. SHIM INTERIOR 910 WOOD SCREW INSTALLATION ANCHOR `+INlnluryr w4I,, C N H�IG y F m L N J Z W y¢ ¢ F Nz D sTnT DWG#: PGW065 �'iiNA�0�0 `',` SHEET: 6 OF 11 1 112" MIN. EMBEDMENT it 2X WOOD FRAME BY OTHERS 1 3/41 MIN. SEPARATION TYP ^3/4" MI EDGE DISTANCE EXTERIOR SHEATHING BY OTHER5 PERIMETER CAULK BY OTHERS ` EXT'ERIOR FINISH RY OTHERS - O.A. UNIT WIDTH -� `` HORIZONTAL SECTION J 2X WOOD FRAME - IAMB � 3 TRACK 277) _INTERIOR LI �) (y).-- (27 11� �11) (2_7 19 C2J S,ISPII;'r.,,A - C, lzB) r EXTERIOR EXTERIOR L' HORIZONTAL SECTION - y'A1i `' ,, '' o �� �' ' �11/I �- HORIZONTAL SECTION _ _ --- - - 9 INTERLOCK _ ( O �Cny • O n 1 \ (, REINFORCED BUTT STILE r,,4s`U N A, , N `%� PLy G EM 41lN MAI i g4 ;r'J R(N:KY M) INT Yn :'41'J411I PII 54p-4N»-6 Ah 1r 14. 9n4.16x3 -T C -1 W F w a h t ". AC < O"a =ar Lu w p o � ivy m p wt~� � LLI vLLp ;: a p m - c) Lu �r ^ T oIn 3= _¢ aZ o p u 'n DWG # PGW065 SHEET: n OF 11 U Z Q � U U � / u- m J 0 > wI-Qz I- W m U 0 :D '0 El El El C)� Z 0 0 V W ♦ ./�\ 11 of Li W ILL)H �O F- r^ d V Of Z " ■ ^ J J v J Z Z J w Il 'w o W 0 v� 7 c� L W 0 z LLJ -1 O 0 N� m � W = g O 0 z Z O C)Z Z 0ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2092 SHEET ■ PRODUCT APPROVAL f: W R W Building Consultants, Inc. U Connluutt and I rigin ring Scr ias for the nuddiog ludush v CI"111 1V I II is", 11 o,, M 111,a,91 I ii-Iii Ik T11 „I Y su.ixl 1, _ ­ ouW., a! i,i 1, rh.n,+yn, No, '•al Product Category Sub Category Manufacturer Product Name Swingaig Them ra Tru Corporation Smooth Star, Fiber Classic, Clasak Crags Classic craft Rustic Exterior [xt•rlor Door 118 Industrial Dr. Fiberglass Glazed Door Doors Assembllss Edgerton, OH 43517 Inswing i Outswing Phone 4419.298AT40 "hit acr Sco pe: Tii�l Product ! i r' t s s a P oil ict Evaluation report issued b R W Building Consultants, Inc.Innand l.• ndon F. Schmidt P E (System ID ram' p Y 9 / ( Y 1998) fur Therma Tru Corporation based on Rule Chapter No. 9N-3, Method td of the Slate of Florida Product Approval D epurUuerd of Community Atfairs-Florida Building Commission RW Building Consultant•: and Lyndon F Schmidt, P F do not have nor will acquire financial interest in the woipany !n..nuh:clweig or d!sulbuIug the product or in any othai entity involved in the approval process of the product named hore!n Limitations: 1 This product has, been evaluated and ism comphence with the 2010 Florida building Code (FBC•) suodwal iequiiements including the "Huth Velocity Htuocane Zune" (IiVH7_) t Product anchui s :oak a as listed I I��. r i i t r �- h 1 ste and spaced as shown o 1 details Ancho ei nlxTd i ant to base material a dell be beyond wall d e..mny 3 When us,•d u, the "t-IVH_ this product ::umphas wl0i section 1626 tit the Florida Building Code and fives not Ieyuue an unpact resistant covennq 4 h nu used i e W e e r n ri. ide of the "N'JHZ" requiring wind barn tl bits iotecbon thin rrxfucl complies wi8i Section 1609.1 _ ul the eq g o il p pS I 2010F81 1 ddon not ! c i 1 f i i1 i- it s o u re an impact .t resistant covering I his product meets missile level "D" and includes Wind Zul e 4 as deft bed 9 P J I in ASTM E 1996 and Section 1609 1 2 4 f "C G(9 o the F H f! in , For 2x stud n r ion - ru fi � n 1 'h �the same as that shown for 2x bunk rn soru construction a at e u ar c ono �l these units shall Loubit its a a n .1 s Y Site cod uo ttvd devote from the dotaiLnt drawln9F_-10915. i require f rffier ar ileerns analysis by a licensed an s- inee- r tit ruglstened m hitGnl UutS I r i:, nhi u r I i w n 1 rat um, usm coastal our win d m # 1 m a wale ulriltmtion ie wtenieats for H +FIZ" s e 3 e t J d 9 9 V h Inswing ronhguretl rs and outswing configurations using item #18, #14. #15, #16, IVA and horn #37 du nut ineel the waier inf ltrauun regwrerrinntr, for the 1 1,11iZ" and shall be Installed only In non -habitable areas or at habitable lucations protected by an overhang or canopy surh that the angle between the edge of r-anopy or overhang to sill is lase than 45 degrees. 9 ; ee drawing rl.-tu975.1 for size and design pressure limitations Supporting Ducuweuts. I TmILJJW?Qrf NQ, Te:,t Standard Testino Laboratory Sinned by TEL 01460336 A b,i: ASTM D635-03 AS I M U1929-96, Testing Evaluation Labs Lyndon F. Sd,on dt. P.L ASTM D2843.99 TEL 0146033g.A U o- ASTM D635-03, ASTM D1929-9E, Testing Evaluation Labs I yndon F Schmidt. P F ASTM 02843 99 TEL 01460030 TAS 201-94, 202-94 Y. TAS 203-04 Testing Evaluation Lab., Inc Wendell W Haney, I" in STTSOD001 ASTM G26-95 Sub -Tropical "fosting Lon Hicks, VP Operation,; 15427-10Y3uz AS I M E84-M Omega Point Laboratonas William E Fitch, P.E. e ATI 6750 U I I '� f (' • i Peed, P E 8 1ih, ASTM D1929-61it[U) r)r.1 Architectural resting, Inch1r Joseph A ail , 2 t A r' 8 i/. tali 14T1a[I1L-f11114 f.'L.... _ fit 08.0206 01 Sallex Interlayao by iluha J prawi1131Lfr .. PraPAr4d Qy i neyl B gg�- led lay No. FL-10975 1 RW Budding Consult mis. Inc: lt,A 4Lj6 Ll) Lyndon F Schmidt, P E. I A t Prcuarod b c b Y ;zfslnQt_$ La�.�.�( Anchoring RW budding c r r Idranlx, In•:. (('A#0813) Lyndon F Schmidt. F t. ASTM E13(nLnad Lyndon F &.hit idi t E 5 u lit As• uian r ,. ( i lfn .' ) P f l41 , t .1 4 C H 1 - .. ) 1 . r A - i' 1: 1 4 '.' ! ! I I , r atn r o t .1 1 r i. 1 h t riu,r a c irditat n i , al e dent h -Ir i t. -art t c that I t of rid 1 l Y ) Y J �, , 20 _ ,. n l P., ( 1 I Cur orail a. •cud utvaunn �r. dw �. vi n r n - � ' I vrn , �,. rain Iha, col h_s nrt 1 I �O.IF , 17[ _ nrt Y , 9 . L rth 1 a J. , lily � .,st r. I ! 3 rG I a � •.1 r- --- 1 Lyr 1>n I Sohn i it P F. r I PL tl 4 t•uu: v2trzotz I'P 13HI'E.h�ul I or I THERMAITRU` THERMA TRU DOORS 1 1 B INDUSTRIAL DR., EDGERTON, OH 4351 7 "SMOOTH STAR" "FIBER CLASSIC', "CLASSIC GRAFT" & "CLASSIC CRAFT RUSTIC" FIBERGLASS GLAZED DOOR INSWING / OUTSWING "IMPACT' GENERAL NOTES ). Ihs product has baron evaluated and is it) crurnpliorlce with the 2Ut0 Hondo Buik9nlg Code (FBC) sfructural requirements inc"the "Ff h VelocityHurri cane Lone" IHVHZ . 2. Product anchors snail be as l6tad arid spaced as sWwn un detulb, Anchaf ettlbt:drnant to baser material sholl be be rd w dressing a op essi or stucco. Y .T J. When used in Me "HVHZ" this product compiles with sadion 16226 of the Florida Btakiing C:.(Nia and does not require on impact rwWont covuring. 4, When used in cueas outside of the 'HVfQ' iequWg wind bonze debris protection this product complies with Secif)rt 1609.1.2 of tha 2010 FBC and does not requite on impucl iesistunt coyeiirig, This product meals missile level "D" and includes Wind Zc4te 4 as defined in ASTM E1996. ,, For 2x stud framing curiAtuclion, at icl KAviy of lhu e units shall be Ihv some as that shown lot 2A buck rnasuiry construction. el. Situ Conditions IN-11 deviotts liom the de►ails of IN-; drawii i(a to,4 1(c lui lticr vngineering analysis by a licensed engineer or registered atcti Rrrci. 7. Outs'wing configuratlons using i oostal oWswiig item 931 miler walti intilifution requirelrients for E. IflSwirly urdigtaali„ its (1) Id uuLwinig confiSluratiot IS L61110 iiclr'i # 16,414,0 15,416,#34 and il,rn #37 do not nieot the wolair ilfiltialion ioquroments for the "HVHZ" and shall be installed only In nsut-habita0te areas Or at Habitable locations protected by an overhang or canopy such that Ilia angle between the edge of canopy or overtiong to sir Is less than 45 degrees" TAKE OF CONTENTS - SHEET SHEET 0 DESCRIPTION - --- - - _-- I 2 3 T Neal ukvaixlns design fee i r, •+ YTfN autxe S enamel r .Iw _ 7 8 4Frame-anchoringtuc _ VwiK.at crass sc;cfiaris 8uck and frl]ITte anchariny ZX twcK rT asonry construction IX buck ma^ sorry construchorl Door panel details 6 Oonng decals (Smooth Star) Doti panel details Fiber .las • pa ( Classic) Doorparlol details (Classic Crafl) - Door panel details (Classic Craft Rustic) Horizontal cross sections-- 4 -- 10 } 1 Components Sip of materials 5 24.58" "A y D.L I- DETAIL A -A � PA1'IEL Fiber d r- Z' DIA. MAX. 0000 000 o (D ( 39 j ` - AREA MAX,N DETAIL A -A Panel reinfrcement INTERIOR FRAME WR)TH 36.W MAX. PANEL WIDTH T-- i I m x W w \x� Z J\ 4 O � I WIN S, G OVERALL FRAME LlfArff3MStON OESION PRESSURE {PSf) t'C5S(TIVE IV NEGAT E INSWING OUTSWING 37.7S" x 83 00 37.75" x 80-62" +55.0 +55.0 -55.0 -55.0 EXTERIOR (ul 1 HORIZONTAL CROSS SECTION 3 -1 1.21„ I 4.10 �- 1�famGf sn 84-' LOCL__ K Sif1E _ -- - C57 r ci l52) For XVL (56 RAIL EXTERIOR INTERIOR tE. N`T. S, Irr JK a sr: LFS wtwp no.: it FL JOU75 r a T 1 1( - - O ua l �4. " (n z �� pU O ly 2 ^� r h W r C Fin - 35 u 455) SCAjf: N.7.S` . rr#c. try: JK CtK aY: LFS_ 2 VERTICAL CROSS SECTION '+'^" ra.: `\ 3 FL 10975.1 SHUT _L OF _ J � v 24.58- MAX. D.L.O. 2 O O O 0 v f � f L I DETAIL A -A A 40 C rh St . _ DETAIL A -A Panel reinforcement 94 SA" MAY 1 DETAIL A -A J �60' DOO PANE- .� Classic craft _ DETAIL A —A Panel relnt(rcetnent - 2" DIA, MAX. 1 y- _� % 28 86% OPEN AREA MAX. 39) () 2 \\ INTERIORS �5 t-, 4 EXTERIOR 6J 1� HORIZONTAL CROSS SECTION 2 (1) CELLULAR �\ GLAZING TAPE EXTERIOR INTERIOR DOW W5 OR SIt:.A 552 DIA. MAX. y . �28 869E OPEN AREA MAX. U 39) 0 71 N] yy. �I) ' M RAlll 47' LOCK _s - �._. , s0�_1 EXTERIOR • INTERIOR 1 /T GLASS BETE I" THr. - GLASS 1/8" TEMPERED GLASS __ AIR SPACE 5132" ANNEALED GLASS 0.090- PVB INTERLAYER -- SAFLEX BY SOLUTIA 218 "ANNEALED ) ' GLASS -- SWiG6AF GLAZING SPACER �G1' 1AlIN D iEAIL C 1 HORIZONTAL CROSS SECTION 4 INTERIOR EXTERIOR l� } _I J;49j 39} 35 2 VERTICAL CROSS SECTION _ EXTERIOR lI II INTERIOR SCALE: N.T.S. DWG. ay: F�1K cW. I>r: duweat No, FL-10975.11 SLEET 2 a 11 c --{ 4 ,l 47P r^ z O o „ W z No' Q 135) v s 2 rN�z GATE 6,125108 scue N.T.S. r y JI( In CiNK BY: LFS S 2 VERTICAL CROSS SECTION DN1'""'� No.: 4.. �` FL--10975.1 0 a U Z a � U � .. 0 _ J J � W O W J > �Q Z W F Q Z J Z W — W J O U J m EJ El El w I..L > W < w Z) w L.� �Z ^ J v I d 'j Z_ Q Q Z O W 0 7 � W Z Ll.! 00 z = W o0 0 � � 1� N � w �o Z >- Z 0 Q U z J Z ISSUE DATE AUGUST 2008 REVISION DATE 12-30-2009 4-9-2012 SHEET N 4 PRODUCT APPROVAL 24.5B" MAX. \' �Y) {4) 3) " D.LO."_' INTERIOR' L� W i S\39 t , ; / 77 .\ •- '.:x_ ---- _.- -. _..._ .... 1,4i6� _ _ t a s rj 8 i + L V �7 7 INTERIOR I - - i _ �, �) ,� }{�� v 7 l ( 10 \)1 j{) eE� l�lF J ` 4 001 u R • , , W N. -- - n1q ,take cM t - - .-- MAsnNRv 'EDGE S(1t (TYP ) 2- I /7' FAIN. I"RGM 2-1 /2" tAN. FROM 1 _ -. ••. MASONRY E - MASONRY CAE S 1 YPY)EDG - ASC(YP.)ED ,� N m Q i ci EXTERIOR _ - ;-, ` °a a s w, 21 < u e _) /// r p (35) 8 8 ( 60) \- l HORIZONTAL CROSS SECIIQN � ( ) EXTERIOR 8') l) f (40.1(70} 13 - 1.49 Y1' % J Y r _.... EXTERIOR INTERIOR EXTERIOR \ INTERIOR /, / f -- DETAIL A A v ac, (E 20� .._ � � l G) ; A, ; _ r �D x , o x / \ 151 34 EXTERIOR 0 l� INTERIOR _ r `• t 16 37 VERTICAL CROSS SECTION \ 2 'VERTICAL CROSS SECTION ` L` I IO 70 ) m R < ! g t f K DOOR PANEL ) 1:49" / ��/ CkTssk crMi n,stM !TTYP.I -•~ EXTERIOR INTERIOR - c� r5l & v T /''- r . ~ '-` / + E) i1 ...,) s�.... i,_._ \ I K r i-114" MIN. t l C \ 7 \ % i^ EMB. ITYP.)IL ) ' 3 HORIZONTAL CROSS SECTION `` m 5 I lz . a kq \, 7 Gutiwing configtxation shown w -_- �- �-- .--' ',.. I.E., 7 Shown w/iX sub -buck s wh9 ako approved 7 - - �J r # 1 r x x tG .. 10s'~ Shown w/t X sutrbutk (4� (�) ' ` 4110) INTERIOR EXTERIOR -.. - - / _ _.. � u, g ) INTERIOR (L 1 -�' INTERIOR L5oX60) ° `'<'-` ,� - _..._ __ .. .. �' • �% i40x70).- - -,�., J -- o T E �q Q t fi _ _ . O ,� '-�" , I `'., //� r .�. 777)i� -/ 1 �, r ,', EXTERIOR � _ EXTE ': ���� INTERIOR /' I� 1 \ ° - ._ - - W e n w r'�• ./_"; ;' /, �_ z . lON - ;; �' / ;•; ii_,, /:�'.';,;,"/'� • t.i z: z �. i /r ,/ C> _ f,° z c� - _.{32) t 2-I;'[ MIN. FRVM ?-i/2"tv1IN. FROM 1 r l33) �-- MASONRY tDGt -- MASONRY ED,.;E ..... 1,- - -�., -. 131 (YP.I50Z801 € p N , //„ (36X38) .:i { 39) - `_-1 r '.._�,<.�. ,.�'/. I ii zrz m. VERTICAL CROSS SECTION 2 k- (.40 j 70) Oulswingcord) roliaf - .-'' .• of r ?" (AA. MA4, - L_ rn �, ' / I 1;.: ' � ] %'" (; w K 4. -., ga er., notes sheet t V> s ( 1 E) for 'NVHZ" water inialraliun o y) U Nri EXI ERIUR _ EXTERIOR , i m lB) JE --:----- --- -- regwemrnls _- y,, g o 1 , L i` �d 1 r�1 ( Fi �- vN•- 1 - r _ , 114 70) © ...... .... cd i Y; 39, - - y td.dti3OF^CFI F _._! _. .I fl._1-_ _ _..__ . AREA iAA:r. - '-. ••-� "-' ev .. Z u e _- -- .- S.-, i U.ISA.._.• (`�Dl.i' f, -J- '-.q •� .. 1 / `-c '. .�`� l ) I CtSINK. I - Q- - N...O z L ., F� A '1--112"Mlta.FROM [ 1iZ'n411i.FRCit:1 r I FROM 1. 11l' 'k .-., MASONRY f>E -•- ! ti1ASC)NRY EDGE -{ - MASONRY EDGE "1 �e wT€. F, I?` OH ,.l 1 ..... scut. N 7. s. wre: ti 2.. rOd / sc..1- NJ 5. F * c a' ... ' T ,P RAIL -' HINGE AND LOCK T1ii __. _ DETAIL A A . - ...._ �. C i 75) (('i z fi _, 9 J. a /' ..--^, �•'"it-., I TFYPJ f4 i Yt'.) : .,. f C) , ,. ! 8 = n� (IYP.1 ITYP.IED (M1114. -►�'Od pp.) TYP s:rr.E: tJ L S. - -- -. owc. ®r. ,JK and rrinkur.crnroTl -- ._..__.. .._ _ ._...... DWI) UY JK r*^"T" "° -- iv1_I/a,. .-,..-" MIN. 1,.,,'_._.__•-. ! / t ) ,.'_., _. 8 E% EMB. (TYP.) E_1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION � " ---- i-li4".MIN- 6�ksswn9confijxatonstrovm ® 's tLL� x!. = ? `, ;,. - --- .__-..__ ---- 5 VERTICA/ CROSS SECTION 3 ' VERTfCAI CROSS SECTION i 7 1 {------.}-------_ lOutsvono cunt+gur.flort 7 / Inswing con oration ' soe .nev.I notes, sheet I "-.- senrg!*r�exalrusrus,,hecr 1 g� tx^HVHCw.terinrelraHor, err- v+ -- cox ®r. its _ c x ur LI S onsWiwq wo-:-.- FT 7 U +75. 1 2_` VERTICAL CROSS SECTION --' FL i J51.,. i ° s- 6 0s%,m r��configurationshown --- OutsvnrtrJ CA approved --' Outswfr oho approved -- ` -- EMh. IYP.I 9 pp u ° i<x "HVHZ" w.ler �tklration rcyuiremenis opAwac u l 1 7 's t 5 _ G r:yUHf;fi,('nt5 _ G -- - Srrt1:T .5 (* 11 .�� 'l. .i)IF'fT V 7ucr F1 „ `� v syi --- a - 4" w O d R g � I 6" --- If � O p -- - o I - ��gp, s a3 - S.IS' ---- - - 2.3/" - --I r g 2.;16' - Ii--------•- T ri _ '��1 9 w _ ;. I , .s . -. rYP tiFAD �. , r a' �,` � 8 � � >: � ) A JAMBS v SEE NOTE I (L 'YP.HEAD / 8 JAMBS 06 < 9 o d 4 t _ J j S $ S W n • iB OtRSWING THRESH WING SE HOLD Wiih ttlnrnxsl txaok sY (15} Mtn' Adjust th THRESIIQJp (... - (33}' fandtaad�il�trato ee' 8 o r ` , u - - LL MASONRY JAASUNRY :'` § (`� (�� OPENING J + °R -'' ° i pp��� U� 8 - - A < o_ - MASONRY ;' r TYP. HEAD 8 O � ,- OPENING e�tl+ p�.+ i OPENING 1 _, _. JAMBS S _`_ G) asG" j KJ SEE NOTE 1 SEE 1. -- - 5.d3" -- 5 ~I z �j FRAME (K _ - NOTE2 FRAME `G�' f``I 2.37' 1.68" - Ik11 Nz m a -.I P/_71 A _.1 7� C.1 yZ _ -... _1 17/ W ✓ ///G./ .:. "�.....l...w.. ,'i; d > 2X BUCK > o f ? r i r ?Y� "' •\ OUTSWING THRESHOLD _.....,� s a13UCK-, nU LATCH ADEADWLiDETAit - o� j 1XBUCK , to IATCHiDEADBOLTDETAfI (F) SEE NOTE 1 h v+ •� , o O WINk THAE;HOLD INSWING LD (31/ 34 ��rti1�� 38 _ . Cxwst Y Ho�sA ( AA st rdn wllh - i, F )SEENOIE2 [� Cj ? o - x) �10) ; o Sksr k=dsuGs ak, F wbshA S� > ( I)SEE I4Oi E 2 \ - (4 101 - a a r SEE NOTE l i H) /4. (/1, TYP.SIL)LE1 a < a > 4,W TYP. SILL (L) a �o� TT Igo) - J-{1o) j 3" •-I I dtl �• - \ . • � r , -- b ----- . 1J St. NOTE t p)- o -- - - aUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB Masunry 2X buck c.onsiruction o a u' S HINGE JAMB FRAME ANCHORING _ STRIKE JAMB Masonry Ix buck constntctior, HINGE DETAIL O ISWfNG TLIRESHQiJi .. sVl � 60G 37 --R- 16rQ-.$-�TNRESHOLO 36 '�SWING THRESHOLD (- ( o o n it HINGE DE IL NOTES, -_ Inswing o f a � y I na.v4lg F. a � B') =; _ ,_-) ostly so �FxL,Cf u . N St dwt)sh.,lt Slwrd =d >,L.siroie V' a� a. - A aW ft P; ?. 114Lict�wn..rvtrisre'eg.,nvhc.dtt�l,.xlt�..kros(Tuva�)nun)rYuml..laurunccl.,m,.rson,yt.:Jgu.,_r1-1,4nuutnwn,(:ur[.ecJntaJund�-t - 10 1 minimun 4" uearan(,w fo adjocenf cunaute screw, SulstituJron of oqual noncrele screws irom a diffene:nl supplier may have uiRi>rent i ,- .. ... L..t _NOTEN sy _ �• -, ., S. _ _ (101 N L: .. > . - edge distance and center distance requifernenis, (.oncrofti screw Iocaticrr at the carter; may L:,(I adjusted to maintain the mil Ont m ., - _ r (� dsicu tcc� fo mnrr �r nr is tf -• � 1 . - r . T r .. ( L 1 d r i n u <n�rota straw owLxts r utcod us MAX. �N ,ENIEk" rn J r_ ust i>g udlusfed io rn(untcnn the mrnununt , '. _ - -. .._ ecig,dnfrn u.(. to inorlkv taints. additional concrete scree. Wray be, ioritmod to ensure the mdwnwm un center dxnerstoo is not A N ,, � .) c r� -; ..: _ ' F..-- , - �_ 1 t _. -,-_v 1. I/4 11Y1 ..ancrotr...udws one-hOnng uornc, anti/,x,dt r©quire a n,m)mun,1- t(1' cfe<uance to rr tasc,nr ' crck us: ,T t 1/4 minrmum (101 -' ...-.7 Y J - , _ --, - ementend«d rnnnurnce:)raf1CL a C. rlf On f KS. __......-_ -,, . -_ adiut c erete,.,re Substitution of equal c.ancttile s. reevs (torn a different upplor /} - - • __ -y 10 u N �u J�l z, , _.:, '_ j s ' H F---- have, different edge distance and center distance ioquiremenis. Concrete screw locations of file ,-truer; may be adjusted to7�,,;;,,,___)_-.,. }he aTfrtimum distance fo IfConcrete NOTEi r >>-•- . , ./'may . .�;,::'"w,;;,,.� J, � - DUT; a/. 5r 08 WE _6: 2.S l )8 --- F . , _ ; 2. Ire IIW c-onc:n+te w ro.s.nchcAng Ifur,it, ond(of slit foq ;ir to cl rntnb nuns 2-1/2" C1E"at x.:u to in,:uutut e.(1;Jex, v 1 1.4 mire ntJa .,•.cmaintain RAIL. 6�d.,/013 �. edge nYata'Julnls. screwlocations noted as"MAX'. ON i:ENT[R"mustrx; adjusted toSEE .- -.-- -- marnt.in ftrr, rturumum edge distance to mortarjulnts, adJRfunul Lurx..rc.tt, screws maY be re aired to ensure ttrrt maximL!rn on cer)7er ( 10(1.) q _ -- c T : ''•' �.,. ,-_ . , _. 1- ,'. c. ._-_._- s.S N. (._ -------- �xE_ N L:'. ' oWc_...er. �. erntx;dn)ent and a rruninu rnr '+".�learanc e to adjacent ron.;rele screws. Subslitutian of oCival concrale screws JYcim a ditfclu;nl -; u,:Tilrc:r � L 1 -'ins ': �: S r• & diimulosion is riot exceeded, ---/ S ¢' u. fi a I- 2.3f." - -� LL sue:- N,i. S. ------ - -- own, er JK - - �� rnrc en 8 �• o ma h-rv) 'i'%rr �n r +• r - - -r ) Y c r c r c c I < dg, Jts u_a and � ,Wier dhiancc raqubemenh. C.oncn. fa craw Iocallons of f7Y(5 caner may be ar11'ush,d to nx,hdcvrl lhn rrorvmwn edc e iislonc:e to inortor joints. It Concrete screw' locations noted as "MAA, ON CENIER" must be adjusted to J ) • InaY17CLr1 Hit: min%rTTUn) erigPt dLffaflCe to rrli))frlr talnff, additional Concrete iC:l'@w$ r7Kly t)C' IeQI ll(.:,ii to ensure the maxrrrtum on <rsnlerr JK Cm. eY. LF5 "--- c E ? 2. 3/1 G" ITth canaate straws arx.hrxrny Irame and/asiU regfeire t7 minimum 2-oltY' cle.,'once iG' masorvy adcJts. a ! I!4 rninirnurn embedment and a minifnurn 2-1l4" clearance to adjaCerit concloto sCrpwS TlnieSf niltefwiie noted bi C'Clnr_IC ie ti rk;''w nlanUTilL,lira. JK --- - -------- Gnu. W: I-FS txUwdJ3 NO.. _t ,,� �- 1+..' GUTSWiN4nlRESHOLG-t9 10 A DE - (32 � (,." j Sett ocitustirn3 1 . , Jamb �_ ,r .. _ - -_- - Clu. err _ t F5 _ 4 ,) r wnlc .. dfnx.,tsion is 1 �'!€ pE7M1 FL-- t ° ' HINGE DETAIL FT.- 75.1 a � F-L.-10975. 1 3 not exceedaci. Uutswing Q97;,. t Gulsw t g log G - - yev'E•r 'Sr � 1 y '` SIIEtT `,) �F ) t u,_• M, S//C4-T �1 :,1' t.�.. ..®__.,-_.._...-___-_-___..__, -..... ...,._^ A 1 X BUCK SG > 0 55 _ WOOD 50 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT JFIBER CLASSIC) FIBER LASS , !` B 2X BUCK 5G > U `.15 _ WOOD 51 FIBER CLASSIC DOOR SKIN 065' MINIMUM THK FIBERGLASS FIBERGLASS C MAX 1/4 SHIM SPACE 52 TOP RAIL -- _ COMP. °a $ 2.3/4"PFH ELCO CONCRETE SCREW STEEL 54 HINGE STILE lVl/WOOD , f t W J E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE S5 BOTTOM RAIL COMP. N n \ 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 57 LOCK STILE _ LVUWOOD F 1 /d X 1'3/4" PFH ITW CONCRETE SCREW STEEL 60 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT (CLASSIC CRAFT FIBERGLASS `! j G 3/16' X 3-1/4" PFH TTW CONCRETE SCREW STEEL 61 CLASSIC CRAFT DOOR SKIN .090" MINIMUM THK. FIBERGLASS FIBERGLASS H 1 /4" x 31 /4" PFH TTW CONCRETE SCREW STEEL 62 TOP RAIL _COMP. a E 1 1 /4 X 2 1 /4" PFH II'W CONCRETE SCREW - _ - - STEEL J 64 HINGE STILE - -- - WOOD - - J t/4 X 3 3/d" PFH ITW CONCRfIE SCREW -- -__ STEEL ... 65 BOTTOM RAIL -- - COMP B X 2 i K #/T PFH WOOFWD SCR - - STEEL 67 LOCK STILE _ - -- LVUWOOD l # 10 X 2 1L2', PFH WOOD SCREW STEEL__ 70 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT ICLASSIC CRAFT RUSTIC_) FIBERGLASS- -- l EXTERIOR LITE FRAME ALUM. 71 CLASSIC CRAFT RUSTIC DOOR SKIN 090' MINIMUM THK FIBERGLASS FIBERGLASS 2 INTERIOR LIFE FRAME --- ALUM. 72 TOP RAIL _-- - COMP. 3 HTE FRAME TRIM __- -- PVC 75 BOTTOM RAIL �- -- - - - COMP. PFH SM SCREW __ --- - STEEL 77 HINGE AND LOCK STILE - - - -- 7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM._ 8 LONG REACH COMPRESSION WEATHER STRIP FOAM A 9 V X 4 HINGE ,097" THK. STEEL 10 # 10 X 3M' PFH WOOD SCREW JHIK4TOFFAMEJ STEEL - - �< 14 THRESHOLD OUTSWING -SELF ADJUST -i ALUM /COMP. a I5 THRESHOLD OUTSWING_- S 3/e COMPOSITE SILL, FULL SUBSTRATE ALUM/COMP. 16 THRESHOLD OUTSWING - 5-34' COMPOSITE SILL STANDARD SUBSTRATE_ ALUM./COMP. 17 PASSAGE LOCK - KWiKSFT MODEL 200T - GRADE 2 _ STEEL 18 THRESHOLD OUTSWING 5-3/4" THERMAL BREAK SILL ALUM./WOOD - 19 HEADER JAMB SG >= 0,42 - WOOD 20 SIDE JAMB SG 0.42 - WOOD L - ER)E.�1300-GRADE 1 _T7 LATCH STRIKE PLATE DBO LA--__w-- 31 COASTAL OUTSWING THRESHOLD ALUMJWO.O_D o 32 DOOR BOTTOM SWEEP PVC ; 33 INSWING ADJUSTABLE THRESHOLD STANDARD SUBSTRATE ALUM !COMP. d n 34 OUTSWING THRESHOLD- 5.3/4" HARDWOOD SILL STANDARD SUBSTRATE ALUM 1W0<)D 4 35 7116 X i /2" STAPLE _ STEEL 36 INSWING THRESHOLD- FIXED STANDARD SUBSTRATE ALUM./Comp, 37 OUTSWING THRESHOLD ALUM./COMP. ry _ 38 INSWINGADJUSTABLETHR(SHOID FUILSUBSTRATE ALUM./COMP. 39 PANEL REINFORCEMENT 0.023"THK__- _ -_- -__ STEEL--_-- n FIB1 RGLLA�DOQR PAl41 WLSIkKI RElNFQRCEMENTiSMGOTH START _.._. FIBERGLASS_ _ - - 44 HINGESTILE WOOD 45 B07TOM RAIL_ - -__ COMP. _4b INSULATING FOAM CORE POLYURETHANE $Cut N.T 5 47 LOCK STILE --LVL/WOOD DWI Bf. JK __ s 48 TOP RAiL- 49 JSMOO1HSVAR DOOR SKIN 07U' MINIMUM THK. FIBERGLASS FIBERGLASS °"/y N0 NO FL 104%5. 1 U z Q � V _J.. 0 J J w m 0 W Q W Q F z �zw U 0 J U Z (� ., Z V / W W D W N W Cif O F_ H Z c� ' J J J Q Z Q U Q Z J_ _ w z r:9 �Wr w 00 z O 0 (D v N m _ w 2 :2 CD O_ z � 0 Z og Q J (-) Z_ Z 0 ISSUE DATE AUGUST 2008 REVISION DATE 12-30-2009 4-9-2012 SHEET PRODUCT APPROVAL MIAMI•DIADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Hanson Roof Tile 1340 SW 34'h Ave Deerfield Beach, FL 33442 MIAMI-DADF COON f Y. FLORIDA MIAA0-DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: "This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building, code. 'This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson Regal/Spanish "S" 11 Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if lhcre has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADYF.RTISEIVIF.,NT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 07-0914.04 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 09-0928.02 MU104 DADECOUNTY Expiration Date: 12/16/12 • Approval Date: 12/16/09 Page 1 of 5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement. "Miami -Dade County Product Control Approved". HANSON HANSON REGAL/SPANISH "S" II ROOF TiLE IDENTIFICATION MARK (LOCATED UNDERNEATH TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. APPROVED NOA No.: 09-0928.02 Expiration Date: f'2/16/12: Approval Date: 12/16/09 Page 4 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE 'Phis approves a roofing system using Hanson Regal/Spanish `S' 11 Concrete Roof Tile, as manufactured by I lanson Roof Tile in Deerfield Beach, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applican Dimensions Specifications Descriotion Hanson Regal / Spanish Length: 17'/4" High profile concrete roof tile for "S" 11 Tile Width: 13 '/4" TAS 112 direct deck or battened nail -on, ''/�" thick mortar or adhesive set applications. 'Prim Pieces Length: varies Accessory vim, concrete roof Width: varies TAS 112 pieces for use at hips, rakes, ridges and valley terminations. 2.2 EViDENCE SUBMITTED TestTest� Test Identifier Test Name/Report Date IBA Consultants, Inc. 2381-252 TAS 112 09/20/07 American Test Lab of south Florida RT1006.03-09 TAS-101 10/19/09 American Test Lab of south Florida RT I006.02-09 TAS-101 10/13/09 American 'Test Lab ofsouth Florida RT1006,01-06 TAS 102 10/13/09 3. L,IMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building " Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. APPRO/EDT NOA No.: 09-0928.02 Expiration Date: 12/16/12 Approval Date: 12/16/09 Page 2 of S PROFILE DRAWINGS FASTENER HOLES OV ERLOCK Ja l3 1/4" t,NDF:RLUCK REGAL AKA SPANISH "S" 11 HANSON REGAUSPANISH'S' II CONCRETE ROOF PILE END OF THIS ACCEPTANCE NOA No.: 09-0928.02 H IJA M ' •+ Expiration Date: 12/161 Approval Date: 12/16/099 Page 5 of 5 4. INSTALLATION 4.1 Hanson Regal/Spanish `S' 11 Concrete Roof 'Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length-1(ft) Width-w (ft) Hanson 10.4 1.4375 1.1 `S' II Table 2: Aerodynamic Multipliers - 2 ft Tile Profile 2. (ft) Batten Application X (ft ) Direct Deck Application Hanson Re al/S anish 'S' II N/A 0.32 Table 3: Restorin Moments due to Gravi - M ft-Ibf Tile 2":12" 3":12" 4"A2" 5":12" 6":12" 7":12" or Profile grester Hanson Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Re al/S anish 'S' II 8.94 8.85 8.70 8.62 8.30 8.07 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) For Nail -On S stems Direct Deck Direct Deck Tile Fastener Type (min 15/32" (min.19132" Battens Profile plywood) plywood) Hanson Regal/Spanish Two (2). # 8 x 3' Screws Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) For Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Hanson Regal/Spanish Tile Bond 28.137r 'S' it Dow Chemical Tile Bondi"". Small patty of 119 (1"w x 1"h x 81) at head of tile, larger patty of 22g (4"w x 2"h x 4"1) at nose of tile. 34.558 34.558 1 N/A Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Hanson Regal/Spanish Polyfoam PolyProT1 'S' I 2 Large paw placement of 66.58 grams of PolyProTO APPRCVEC Resistance 39.687 ---- NOA No.: 09-0928.02 Expiration Date: 12/16/12 Approval Date: 12/16/09 Page 3 of 5 U Z Q � U U J 0 J J .. LL m 0 w 0 Q Z �I-QZ W (Y- J m U 0 Z) _ _ :R ❑❑❑ U Z w 0 _ -� W CL o- W � U. 0 00Z W 0 0 J J J Q Z 6 Q z -� J 0 Q w 7) m r 0 Cw �+ t ' ' oot_j z G W LL' 0 ^1 0 v N M m w _ M O_ Z z O0 z Q J Z UU ISSUE DATE AUGUST 2008 REVISION DATE 3-7-20 92 SHEET N5 PRODUCT APPROVAL .. - - - I _ H J_L MIAMF MIAMI-DADS COUNTY, FI.ORIDA ► METRO-DADE FLAGLER BUIIDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FL.AGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FIk)RIDA 33130-1%3 (305) 375-2901 FAX (305) 375-2908 NuncE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34" Ave Deerfield Beach, Fl, 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIIJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (hi Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in die accepted manner, the manufacturer will incur the expense of such testing and the AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material tails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCiarrION: Hanson Hacienda Double Roll Roof Tile LABELING; Fach unit shall bear a permanent label with the manufacturer's name or lotto, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job situ at the request of the Building Official. This revises NOA No. 07-0914.06 and consists of pages I through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 09-0928.03 Expiration Date: 12/16/12 =Mffi= Approval Date: 11/18/09 Page I of 5 Table 4: Attachment Resistance Expressed as a Moment - M, (ft-lbf) For Nail -On stems Direct Deck Direct Deck Tile Fastener Type (min 16132" (min. 19132" Battens Profile plywood) plywood) Hanson Hacienda Two 2 . # 8 x 3" Screws 35.8 35.9 N/A _�j_.... I able 5: Attachment Resistance Expressed as a Moment - M ((ft-lbt For Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Hanson Hacienda - ~ Tile Bond Dow Chemical Tile Bond TM Two at s of 11 were installed as per Tile Band NOA. i__.._ _ P �' _ f 7�_.. i ame ts: Attachment Resistance Expressed as a Moment - Mr (ft4bf) For Single Patter Adhesive Set Systems Tile Minimum Attachment Profile Tile Application _ Resistance Hanson Hacienda - Polyfoam PolyPro TM �- - 29 Polyfoam PolyProTM _ Medium�addy placement of 249rrams o rge pf PolyProrm AH-160. JJ3 Laadd lacement of 54 rams of Pol ProTM AH-160. t_. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (Sec Delail Below), or following statement: "Miami -Dade County Product Control Approved". Hanson HANSON HACIENDA ROOF TiLE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) 6. HUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by "►pies of the following: 6.1,1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMH ADE COUNTY ► ► NOA No.: 09-0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 4 of 5 ROOFING ASSEMBLY APPROVAL. Category: hoofing Sub Category: Rooting Tile Material: Concrete 1. SCOPE This approves a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sound, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system_ 2. PRODUCT DESCRIPTION Manufactured by `rest Product Applicant Dimensions Specifications Description Length: 171/." Low profile, interlocking, extruded concrete Hanson "Hacienda" Width: 13" TAS 112 roof tile equipped with two naii hole and %" thick double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Length: varies Accessory trim, concrete roof pieces for use Trim Pieces Width: varies TAS 112 at hips, rakes, ridges and valley terminations. Varying thickness Manufactured for each file profile. 2.1 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report PAR American Test Lab of RI 0922.02-09 "TAS 102 09122/09 South Florida PRI Construction HRT-054-02-02 TAS 101 09/18/09 Materials Technologies PRI Construction 1IRT-054-02-01 TAS 101 09,122/09 Materials Technologies IBA Consultants, Inc. 2381-249 TAS 112 09/20/07 !4PPflOVEC NOA No.: 09-0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 2 of 5 PROFILE DRAWINGS HANSON HACIENDA CONCRETE ROOF TILE FASTENER BOLES OVERLOCK I) X3' UNDERLOC.'K END OF THIS ACCEPTANCE NOA Na.: 09-0928.03 Expiration Date: 12/16/12 �wADFCouMTY Approval Date: 11/18/09 ► Page 5 of 5 3. LIMITATIONS 3.1 hire classification is not part of this acceptance. 3.2 For mortar or adhesive set the applications, a static field uplifi test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS H 8, 119, & 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w 1 Tile Profile Weight-W (Ibf7 ( Length -I (ft) Width-w (ft) Hanson Hacienda 10.0 i 1.4375 1 D8 Table 2: Aerodynamic Multi tiers - k ft Tile Profile X (ft) Batten Application k (ft)_-- Direct Deck Application Hanson Hacienda NlA 0.32 Table 3: Restoring Moments due to Gravit M,�ft-Ibi Tile-T--- �- r� 2":12" t� 3"-12" 4":12" 5":12" �8":12" 7":12" or Profile greater Hanson Hacienda Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck _ _ 7.37 7.29 7.17_ _ . 7.02 6.84 6.64� - NOA No.: 09-0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 3 of S U z Q � U � 0 .. J J LL m J 0 W �Z< W F Q Z �ZW QUO-' vI ❑❑❑ U W Z -� - - o w Ww Lw 0 0 O z of � ^ N J v ,i fi � J Q z 0 z J 0 N z I..L a O D Z W Cr m " W W z oz v W o0 ( N� 0 m _ �W Q _ 0o � o z a z U z Q U J z ISSUE DATE AUGUST 2008 REVISION DATE 3-7-20 92 SHEET N511111 1 PRODUCT APPROVAL I 11-___ ___ .» _ 1 I. I I I I I 1 11 111 1 ITT!' 1 1111111, III' II 11. I '_ 11' .. 11 _ III 1' 1 1 N 1' 1 1 1 1 1 /11 L1 E C ® INC. TILLIT TESTING & ENGINEERING COMPANY WALTER A. "r1LLIT, JR., P.E. PRODUCT EVALUATION REPORT REPORT NO.: DATE: PRODUCT CATECORY: I 1-1209.04 December 9, 2011 Hurricane Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 Gage Galvanized Steel Storm Panel MANUFACTURER: Global Protection Products LLC 4800 S.W. 51 Street Davie, Florida 33314 tilteco(d aol.com FI- P.E. License No. 44167 FL E.H. License No. 0006719 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to Global Protection Products LLC., manufacturer, based on Rule Chapter No. 911-72.070, Method Id of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2010 edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 11-214, titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 12105111. This drawing is an integral part of this Evaluation Report. 2.2. TEST REPORTS: ►►,r//rrr,,,�,�,`� Large missile impact load tests were performed under `8 as per section 1609.1.2 of the Florida Building (:ode. Unit at�,�. �• lsv, cK' section 1715.5.3, per ASTM F.,-330. Test reports prepared by r)cai�t;;``jjestin) of-fouth 67 � No. 441 6355 N.W. 36th t - �''' Street, Suite 305, Miami, Florida 33166 Phone: (30S'j'fir7.a r�S;AO-' �ax: (305) 871-1531 PRODUCT EVALUATION REPORT NO. 11-1209.04 Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.1". and henry Hattem, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank (.irate, P.E. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 04/08/09, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 11-214. Maximum Anchor Spacing shall be as indicated on sheets 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 11-214. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 11-214. Minimum separation to glass shall be as indicated on sheets 3, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 11-214. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 11-214. fit �q \CENI �� w 44167 No .. IF op, ONAI- PRODUCT EVALUATION REPORT NO. 11-1209.04 3 Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 1 1-214. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E'.D.), drawing No. 1 1-214 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE "!_ONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167) , President of Tilteco, Inc. (Florida EB-0006719). ►►���►www1tv- p,. TILE j'J �i �, • �`GENS�,'• 'Q i No .44167 - .F8sIONA\-,►►► U Z Q � V _j .. 0 _j J LL m J 0 W 0 C) Q Z �I—QZ W of J m U 0 —1 ❑❑❑ U � Z W Ld W w N � c� w O / ^ v Z J J Q Z W _j U 0 W Q Z U) W th o m 0 W Q z �z W o OD 0 N� �— w CN �o Z �Z Q O Z Z U ISSUE DATE AUGUST 2008 REVISION DATE 3-7-20 92 SHEET N6 PRODUCT APPROVAL IGFNFRAL NOTES (vAi IT) FOR - REGULM. LIFE SAFETY &­E-7 "It � i 1170,0 I I �!!E�)i .. ��Nr;�, fl­IoiC, ',N T"I' , "PLO. �, MENT P ,- D - 11" �CL`I .'LP - I- I I I - !-I _".VP_141q� F 11 I ­. 111711.1. ­­ 1".. ­;f'1111' 1�11ilfy ,� = ' �� jda.j� - , 'II, . ,4C� I', ' N,:E tiTi-, Ili[ 201(1) I. �,I'N �i H,, �,,j;I:DA CIAL'iA,., rC,;Ir . /�"O TAPCON IINC,(,16, AS `AAN.IFACTURE,-, Te ,.TW. BUI­E�. IN', 'V .1 "Ei=nC-7`r Ill PF, 7 ANI :L'�C, -.F -CON111, ,q IHIII '�'(�,,rkl --ANL, 'ii-All ;41 NzIIIIIIII0 " Int, V,',kI­DAi_IE , [�Q,�'.',A, . ., - #14- 11 PANELMAIE FEMALE ID AND PANELMATE: PLUS ANC,ORS, AS VANi,FAC"URE13 LIT ;LT:` ]Uk5`I`T%j'�T10N PROU'I :-)E- ' q'N ANL I-�Ai;'. Sliki.t. U: OLL'MIN',_f; "I .-(,;: ....� IT ON I 6,09 ., HC A301E. '.lCN7ICINF I :01`)w. 1/4'0 LAC, SCHEWS PLI, NOS. . 1, �.� I �L I I- ,,, , . k -ONT c�,- & , I T� 0 FOR A WIND SPLtP A'.. KL.;Ulk], D PY I,.i. . 2RI CiCT ON VOIEf It I � ,E SLUTTERS ,,Nt fi� INS!"LLIED ANL, - 16 S 'F" WOOD 8 JSFl A', DIS L RIHIJ 11LO -3 I* i,f, t� I ,REW, Ill): f �PL I,! N - - FCR A ZIRFI-TIONAl - F,."UIR i,,1-0,01 USINC; AWE: 7-'G FOR NSIALLMIONS UNDI-1, ,1010 FFIC AND SHALL NiIJ FXCt:ED HIL MAXIMIJIJ (AS.[)) IIE�ON IFFIESSUKI, RATINGS INDICATED ON SHELIS 3, 9 1HRIJ 12. lb. 1, & A �_. 1 ) MINIMUM HkILACIEL, P�NE--RA14)N tNrO VIOCD OF IAF','()N INCHIORS cHlo, �F I 1/2" ANC �" i0fr CLCO PANILIMATE PIJVI it, OPnE " T I ', �FLIff ;!E A6(7fiE r.(3NFflt,6f,i. LjL1n,Lk,L Di-SiON WIND LOADS DETERMINFI-I PIN ASCE 7-1O AND I"01F.11,1AIE F.,AA'E 10 SJ­�ALL 61 7,RrT iEOUCLU 10 A',L) Lll'�-I';.% WfNI) LCADSBY VUIIP�YINC fIEM BY 06 IN OROFR To I(" ,:UIA, SIGN PffES�UPF RATFGj; INDICAILL, ON �i!!CL­. 1, q THRU 19� 1:;� It, & I� i� 2) MiN.1,I bl�_-NIJIJJ F'LNI_IkA!)-)F4 OF LAO, I,CQI"N. INT(1, TiE W�00 ­AOL ,NiT IsTik ( FIF 1 112 N(� THRF`A,1E0 14R.- 111IFS17 W/ M" 'AS.U) U_ ' PLINCTRATION ;NTC� �,Ti,CCO 4�;HAJJ BE CONSIDERED AS PARI (IF THE RFQLJiRFf) THREAOLU PiIETkALON . .1 . IN 1), - rO 1'EP;F'f rHAT ANCI-I)Wi CM4 III-. P-ED. AS IFISTED WFRIE NOT 0VLR SrRESSEII A 333% INCREASE III AL.LUk%AULL ' ,; " , , 1 - 'HEIR ANA, YSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN - "IFTE s � � I" WIN D I CIADS AAS .qW .'I- N C )) MINIMUM LU';_ �'it,fAN�:E Dt' iA, SCRFAS. NrG WOOL) '�HALL LIL AS N�11(:I,Tfl) IN THIS DRAWF4-, ACCORUA�iCE WITH IND '. 2OG5 �',TIIIR M ,,ANLL �', Ao[QiAl'� F.'iR Ifif AND WINI, I,LS:�.TANLIE �AS ;iFN VERFJIU IN ACCOREANCE WIT I �IFCTION 1609.1.�. C 4L MINIMJM PEI­II1AI UN OI 1,00D oll'.`IHiNG %-V,L( BE 5/8'. 1/4' A-N ,Q�IiLWS Jz1FD SHAIL 8L. 1 1, z' ION,_� VINJI.111p 0 F T H.L IUIAIE MFNTI,'�NFf:- :IC,GE AS PLH AMERICAN TEST iAR OF SOUTH FLORLUA REPORTS #0814(11 Of AND Sl OULO STOC-'O EXIST. A'410 I" MINIMUM f�',)Ft WALLt� &,TIt NO STO..,",C) . 00219.02-GA. A'. PER SSTO 12-99 & ASTM F 330-02 STANDARIUS lI �) IN CASL 1!,A I PRLCASI STONr. ('110 PRF-I"AST CONCREVE PANELS. L,T,,',C!) LIP WOOD ROAR)�, JL FOUND C&I THE Ems_144G - SF NOTE D). � .� - I d WALL. AN CHORS SHA-L LIE LONG ENOUGH ILI RLACII IHC MAIN ,�I`RLJCT�IFTF BEHIND SLI( E'41NE,S. ;I ALL Alilk"NUM �/i,?i..',,�ON_ lo Ell 6063--T6 ALI OY AN, 11.141L,q. ,IJ14L---SS OTHERii �_L ' - :L ANCHDRAGIE ',;H4LL CIE AS MENT,.)NED IN r I I. �� 2) & C 4) 3 ALL AI!,V NAV Si',' It I rLL I k �,SED AT i:1 OSURFz %HLA, 1. Hii,it � 1,J5-- � 1 4 AL 0Y 4 ALL ',IFF, I,,Hj.F WL14. . ANL� SHALL HAVE �Tkl_,Cl,�rAL JUILOY STL.EL. A,�>TIM A 653 GF,QF do MiNIMU'A. :3-6� (D) ANCHORS SHALL bt, JNTSIALIULLT FULLOWING ALL OF THE RECOMMENDATIONS ANO SPECIFICATIONS OF It ANCHOR'S MANUIACTURER. , - I , ST4, - * 11­0�13,, �l 6 (SLILI_�S 4 UAL AN17F, STE! ULS�G.,ATII`TN W, F(. 9:'.2 k�l 'APTER W,'L,_LLI) IT. PANCLS MAY ALSO FiF ,N.,, 'IFO HoRiZONIALLY I-OLL,.IJAING INSTALLAIIION OFTAA9 SH,)WN UTI SLCIION 6 5. ALL 1,('.RFW� 70 -It ',,IALTIL-Ii� 'il[�', - 104 %�R 316 AS, ',ii,R:L� OR 1,'CRR0S!ON RFSSTANT CUAILU LAIIjC,N ,TF0 A�; PER THROUGH 5) :XCLP I � ,At OLAULFIS (2) & 0 $HAI ; 1;6'T Flf� U.1ILE. - ' Dir noms W/ 10 ksi 0--tr) I;TRFINI�11 ANO 90 k�, 11,14',ILE STrCNI',TH A SHALL COMPLY W/ I LORIDA 6011-DiNCI C'i-j,)F 9 IT F�HAII BE F,IF RFI­.F(_)NSIdILI1Y ,> LEIL CONTRACTOR TO VERIF( THE SOUNONt!SS Of 1,11I STRUCIIAF iii�iLRL "HUTTER :F TO CIE , _;ECTf0N 241 1. 3 1, 4 AT TACHED 10 INSURL PROPER ANCHORAGE THIS SHLJ17ER SHALL ONLY UL ATTACHED TO CONCRFTF. dILL12K 'IR WOOD FRANIF UULDNGS. 6 80 IS TO UL P - I M A-3(77 r.AjVXN,7FT.' STEEL. GFI 14S 3U4 `,LRES STAIINIFISS STEEL, Willi J6 ksl MINivEjV YiFif) STRENGTH. I 'I; EAUI RLCUL.AR STORM FIANFI WIT14 ENCTHS OvItR 90'. AS PLITT SECTIONS 1. 2. 4. 5, 6 AND ALTERNATIVES IW, 3W & 4W ON , iEE-TS 4, 5. 6 & 7 RESPECTIVELY, �NALL HAViI A LEGIBLE AND READIRY VISIBLE MARKir,; NSTRUCTIN�, OWNER OR TEINANI TO / Ahl,'HOR3 LO WALL ,HALL BE AS 17011OW& SJ�CUFRF PANELS Willi APPLICAULE REINFORCEMENT DURING PERIODS OF HURRIGANC WARNINC, (A) T_Q_=Lh�� LONOEIE; 11 THF INSTAIiATiON CCNTRACTOR 15 10 �[&/CAULJK ALL SHLMFIO CCMPGNENI _DuktA A1110): REMAJN IN CONTINUOUS rONTArT WITA I I 1!'* TAPCO ANCHGRS Ali MANLFACIUkLD BY IT* RIIH0FX, INC (MiD. C; -3192 p It, ) ]HE BUILDING TO PREVENT WND/RAIN INTRUSION. /� 0 . 7"s � CALK -IN ANCtIORS, AS MAN-jFA6`,T0RFD BY POWERS FASILNERS INC 12 STORM PANEL INSTALLATION 5LALL_ COMPLY AITH ,prCS INDICATED tN IHJz URAWftIo P1.1.6 ANY BUILDING ANID ZONING REGULATIONS i/,'o I )/4' SOLID -SET ANCHORS AS D',TRIIRJTFr) BY ALL POINT SCREW, BOLT & SPFOAITY CO. FIROVIOLD BY THE jURISDIC.TjON WHERT, PERMIT IS APPLIED TO. (M,,I C-1000 ps.i.) - #14 13 PANELMIATE FEMALE 10 & PANELMATF PLUS ANLE,�RS, AS MANOFAr.T1JRF0 3Y mLCU C;UNlATRUCLON PRODUCTS i3 io) h-L5 Fraouiv EVALUATION CX,IjMrNT (P.E.D.) PREPARED BY IH,S LNOINEEN S GENERIC AND DOES NOT PROVIDE NFORMATION . FUk A STE SPECIFIC PRO:IECT. :e *FERE THF 'iFtl (;UNUJT*NS DEVIATE FROM THE P.A.D. - 1 . ;1"0 ZAMAC. NAIIN ANCHORS. AS MANUFACTURED BY f,GIIIIERS FASTENERS. INC k 1) mINM(IM rmwomENT ix TAPCON ANCHOR5 INTO PCURED CC-.N(:RFTL SIIALL DE 1 3/4*. 2" FOR E'�CO oANELIAATE (h) CONTRACTUF TO BE RESPONSIBLE. IOR Tilt. SLILLCTIUN, PURCHASE AND NSTALLAIIUN ltk�'LUGING LILL SAILlY Of THIS PROOUCT AN'I 1 3/4" CP 4AMAG NAI.IN ANCH6RS DASLD ON THIS IF.F.D. PRO`VIDED HE/SHE DUES NOT ULVIATE FROM THE CONOTiONS DETAILED UN THIS DOCUMFN7 CONSTRUCTION SAFETY A! SITE IS T11C CON7RACTCR'S RIFSPONSIBRITY k 2) C.AIK-IN & 50LJU­�Lr AN( HDRS SHA1 I BE EMULUOLL) I/e' NTO THE POURED LONUNLIL NO CMULEIMEN1 INTO STOCC? �i,ALL BE PERUITTF-, :/4' 0 _1� SCRCWS USED '�HAI I 9F I 1 12' LONU MINIMUM SF1,1111 D STtjCCO EXIST (1) THIS PRODUCT PVAI-JAILON L)UC,:MENI WILL BE CONSiDEREI-) INVAIIII, IF MODIFIELI. AN, I MiN,V �JM 'OR WIT 15; WITH NO 'SIUIXQ. AND MAI BE HEADED 3CREW', CH ALL THREADED FIC.RFWS W/O . ", (a) SITE SPECIFIC FROLTCTS SHAJ I BE Pht"ARLU bY A FLORIDA REGISTIFRE'r, FNGINFER OR ANCL IlLcr WHICH wii I HECOME THL HF4 �. ", I W!NG NUTS. ENGINEER OF HILCURO (L.0.1l) ff)R 41E PROJECT AND WHO WILL BE RtSPUNS!EILE FOR THE .1 PROPER USE Or THE P.E.D. ENGINIFFIR OF RECORD, ACIINC AS A DELEGATED ENGINEER TO Tmk A. 3) IL. _i�'A , Al IRFCAST STO14L. PI�LLASI L�)%-:;RETE PANFIS, IAVFRS, SIUC�j UR WUJrJ BOARDS BE FOUNU ON (Ill: P.E,D FINGINFER, SHAII. SUBMIT! 10 lHfS LATILP TOE SITE SPECIFIC CRAWNGS FOR REVE.111f. ­ , 1�,_ o,._ OR ri�)CP. ANCHORS SHA-L LIE LONG ENC)U�;H TO REAi:H �HL MAIN 'ARUCTIJALF BEHIND SUCH P.. ,I � , ,w hi`,RAf,r S,HAI i SE ii'� MLNLCINL_[. 1.1; A 1) AND IN A 2). (e) :Hill F1 E D. SHALL BEAR THF DATE AND OFIGINA. SLAL AND '�I';NATURC i�F T.4F PROFFSSIGNAL FNGINFrR OF RECORD !HAI PRLPARLD I (8) TO Lii , lt,jg ',QNCRFjF. tl,I(,��Q: I - � I !_ 0 TARCON ANCIUR'� A',, MANUI ACTulirr) Ilt I T. W. dOLLULA, INC 14 SHUTTER MANUFACTURER'S I-ABEL SHALL LIE LOCATED ON A READILY VISIBI IF LOCALON AT STORM - ,1' 11 , 1,'fi- CALK- 11 '41L,016. AS litAi.11FACTURED dY F10,10LkIi I AI,](.Nfk.-'. NC. PANEL SHUTTER IN ACCORDANCE With SL(.TION 17153.3 OF FIORICIA BUILDING CODE, ONE LABEL 1, It , - I T - vi:e Lit C SHALL BE PLACED FOR EVERY OPENING IABFIINC TO COMPLY "Tit SLUTION !715.82 OF THE i 44 /4' SOLD-SL I ANf:IILIkF. I4S DSTRALiTED BY ILL PON jVaf,if. ROI T A, SP ,A ;) � _ it ) L 10 ANO PANELMATE PLUS At IL I - TsVN FLORIDA DOILDIN11 r.0DF . 4 1 PANIEI_Mfil�l ILMAL .11. , , .'-� MANIIFACTURFO dY ,tLO k�QNSTRUI. , - , (TS ....... d"Al-1, /4 . , 7AM& NAILIN �'ei-11011 ,. �S MANUrAtIrLHki.� dl , , �. " h�re`., �b, ,ol T ` i - I' P "' ,.I 1j!i", N. IL41,,.,I--- -,� ...... v " � _' I� MI IIIIATIV LY0 -12'"! "I 'I'(1: �N.-HOR'.,, ,%C0 -I.-II, I _, r' ', ,, I� I I , , . ­ ­'j,T ­ . ,I�.. ....- ... �P . FLORIDA BUILDING CODE (Mori High Vi Hurricane Zone) - ' ilei ,Tr.ENs&`-- - - ,!.-,I " ,,, I - .. - - . ­1­ 'i. ,,,i ,,- , ,/4" : .. � .11 1� 1 ­5, .: 24 GAGE GALVANIZED STEEL STORM PANEL 1i / O. .. ,, - - 11 EDIM N 21 - No, 44167 '-. 11 ______ - � _­ a,: � . I I ,., q'T L�� ­I,� :,,-. L �t ;ALILC.[:ED 7, 9 %T�, fr, I -' - � � - L - ," " TIT "I ,!__---FLMtt4 . I * i --- __ ­� � I ,-..- -,I,-., .� : I' I - "' � _�'PrA'� L S�P ShALI_ .1 * '/2' L�1140 kt-Niq 7-A 5i"OULD LTO,i. , 1 * � * ., 11 GLOBAL PROTECTION PRODUCTS, LLC. 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A... �Q ;� fL.ORIDA BUILDING CODE (Non High Velocity Huficona Zone _ .. ,�� I ," - . - - " 0'6 t Ni " - Ill% i I - '!L 'I " 1� I.A. . . . 1 41 .. . e '... . 24 GAGE GALVANIZED STEEL STORM PANEL ...., l,' * : : 14D. 44167 �� , / ___ - . 12/05/11 ; �\ GLOBAL PROTECTION PRODUCTS. LLC. ,,, I � 11 / . * ifte, -10'. ST . * 11 ECO 1.,Do S. -I b:ftt; vt 0 �_ ^p. *. F .. T roL11-7 _trSrjhC & ENOINEERPN�_�WPAWY �,Ilt. IL IJJI� 1 1-214 - '� __ 010il., .1) .­ 111" hil"I _­_ ... .11 IE It - � I 11. ,­f ­,s.t r,oI (95.pw, , �� <�, " , � �� i!�� .. �41)pinll, .-*`1*1 - ­ ­ - - ­1 - 1,41-11; .L - _41k�.11 - _;�, I '. I I . I -_I. ­' % ,..,., �Glw, '1,1,1111�._�,�,`,11 Ill . - . -- PIECT 6 OF III MAXIMUM A.S.D. DE51aN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING .- SCHEDULE FOR R GULAR STORM -PANEL � 1, INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK __5TRU_QTU RES ' -1 . - %rA, IL) '�NLY Fr I'. 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'" " A VIT-_T ­11 11-till-.11 �­'IL '­'6T1­"', FAA '91'"'i-ft"" "I"'It"T I 1 - 2 1 4 7­1111, III It 'r If TI.G & ENGINEERING C04,P.L.1 .�11'.. .1. � - - — —1 11 1_­ — -, ­-­,­' 1­1 - I'll , -o', Ili, � r1i Ill 1. I i .`I1, . AI _ _ -_�f IT ______ I _. _ __ Z _!���� __ _t_ _ t� _ . IiIHILLT It, OF 18 MAXIMUM ,Ai DES19N. PRESSURE RATING (12.s.f.) ANa-CORRESPONDI Q MAXIMUM ANCHOR - SPACING SCHEDULE FOR REGULAR STORM PANEL J'; INSTALLATIONS INTO WOOD STRU-CUUff.a � MAXIMUM A I, O - L'L',I,;N PRE SFUll F-.A I N? I I R , I I - - - _ 145, - 45 OR - I F ST. - - I I ­._.._.__.._ . 4,0 -,;I,-:4 - INSTALLATION INTO POURED :,l:TL, F,,,ii I . DETAILS FOR LIFE SAFETY CONCRETE OR CONCRETE . , 4 ; [A. , , , ' PANEL BLOCK STRUCTURES ( j. ' , ' I , FF, ,:�,,ti ,�i - - ..':­,.� �� 9' 1. .1_1h� �.11� ,_.F A 4. I , _1 .1 i" I 1:i ' ' I � - I I I 1:, 1 i I ;:i 11 Ii o- l._Q,jWL.I !, , I, I ,NCRETE - .- - .Qil, FE-0 IL-G. .1 I t I ' ; I , I_ , '� , . 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I I , -, ,; , I � I I ­. 1-I',,IIPIT, r;,,Iljl, ' - ..ONC-1i OR : : 1� I , , : 4Ds I C0,401i Q'I .1 :C,',CrLlL K 41 f� I ',:")Nr.RFIF Fli ,,, I I- - I 13-.(,� I ,. , '. ;P C­z) HtQvIii-I., <4 mo I I : . ,2"T - i : 1 ��j I REZi . I " ,. - I I 1 I iiiiiii1 j -_ r' I , I -� .i, , - �/4 .*O ,o).Nt, MAI , i , 1, I , I SECTION R-3A a 1,4"J ,ANEL?i 1`1.11� 5EMQhRa 0 LIFE SAFETY PANEL AiCil(jk 4, 12 1/2- IT r� 0 REGULAR PANELS Ajii'.HOR W"OND) WALL MOUNTINGS "C,AIL _i/ii-I, SEE S,VETS 15 & 18 roR AN01OR" TYPO & SPACiII3 FOR WSTAILIATITAMi INTO WOULP PRALAE BUILDINOS - MIN; I'M Ai �IWAKRS ­G PAINPI iCl i "IF ALI 014 THIS ICHID-E FCR r' c, I F-1 I IAN - ,.�AIAITFI (IN �C­UPUU REDUCE ANCHO. S RACM3 BY 'Ir - , , LTiPLY.PIL, ` "AC&ONHEO IG '-HI)W. S�,­ 91 TL, F11116TIPIPIC, W1016 lok ",16 ',PEFAT'ON TO (A PC!­�ILLL. jTFj)j(,CB Si'AC*0 06TAi ,SlIJG FAZICA 5IIA41 W)i dt trSS T,A,, 1-IIII. ­kC..0 IlgrlJAILT r1l r-I ANCHOR TYPE CIP, S SC.Ei _ I/4-. 1 1/4-. ANCHM TYPE � - P"`,OO,`T` .. , __ A IPWPP� I M.'i lw-. $P0,0NG 0i =JIL-D) 11"Iii ) ACELPL EDOE DWA43 (M) FACTOR , 1'.,. - __ .1 1/4_ - 3,___ 11 - . - - --.-- 4 .0"'�iEllk A. ` %, , ODE (Non High Velocity Hurricane " W .-­��-;:_.­. *."'im- FLORIDA BUILDING C Zon .:.. - .. 'i .. ". t � -1 I'll, 111CLO. .1 24 GAGE GALVANIZED STEEL STORM PANEL I, U. ,a . I . % ____\ 'A - V, —.-- * f , Il. /"---- / i GLOBAL PROTECTION PRODUCTS, LLC. bIlt, . * .1 . : * '. I` 11LIEC 0 INC. \ .a:" ", 11 NTRW --..,-- —_ -P -: __ - S,TA?E OF __ ENIGINcrilING I Ai- ­.,, : i3 , 11-214 * ,- ` I --:e � .. IILW "Ji & - — --o A. 1 ".. - . � ,Ii, .; d1cl i �0­6., ",,'. ,,, o, .- _� _­7_ ... ...pli - I/ .,�- , ,= -, , f-) - "' w,I,;. .. 11 - ___-_1, ­­. - 7� _­ .i. - T _e, �zW. — bmi'iI'vowlie- ro .-II,, Ti - 11 I - . - - - ,, . 3 1 - I �-_I ,.ErT . or to EZ I /I 8, Lv EZ 1 W/1 8 Milli 1, , - I- - �SFE S,Clull EZI J, /,T_TEi EIIN ':I'll'' Iho .,I.. I- - - 11 i - I M, I - I ,,(,­­.� ,� � (1 1)., :jq, � : , I Min: - . 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'2) R , ,Ni� PANELS ';iHAILL AL*%YS BE CONi I LO TO BUT TOM I A( � *TTICRiPI A 701' .3AR&SiHALL DC PROV140, AT TOP -,IF SUCH PANELS .1 ,NLJ HaNCLS ARIE CONNECTEii) T() ljQijOEA TRAC.11, ('.0NNE('T,,TN � I 7/1-l'it.3/32" W114(i S� W,LL III , lTiii OF 1 ,14O ,10.3/4" M 5 W/ N IT 6 /4'0 $/4" wq. TTOAOSCFEIN PiT0 WIPILL, BOTTOM _RALK IOU, :C,N OF FASTFNI MAY [if AT Eff f�R OF , IV 0 EXIL,,!,OR FL, F-ANCES 0, FND PANEL. 4).IN �A�� THAT AT CNE, PANLJS AT[ NOT C.DLINECIED TO 801IOM I. i. " 1) LEA51 IW R LK I Ti A �JGP i S ONL: I '• N AT TOP) AT ') PANELS ',HALL BE CCNNFCTE­D TO tkEITOM TRACK WWiG 1, , E_�S lNFI,CAT_,D ON NOTE %5) Ai IN SUCH CASE. CONNEC110N OF PANEL', TO 13071010 TRACK MAY LICCUR AT ANY PANLL LOCATION. I A rrAP _,I1IA1II_I1I' UN! VALE D FOR ,�', .'NQ _ E_17's tip TO 175 " -] SECTION IVI-4 IA —A `­ SCA-E:.111117Tiz - ..11--'e;�1L-, ..... 7;,N, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ii. - ..- v%owtili ?. - .. . �l`I­ 11111�1, 11 24 GAGE GALVANIZED STEEL STORM PANEL J.c­ R E./A.G. , '. . ' —.- ,..I V. — ; J � i *, � * - - . . * -, * ,* * T1 I �_ C 0 GLOBAL PROTECTION PRODUCTS, LLC. �I, I Z, .0 t oxo - , , 1. ,..� 1311I I AT 51 Mi"I'l :.­E, 11 LILIP, . . z, I , . , .i - , I ...... 'r ING IT ENGINEER- COATi "., I. — 1-11 11 .11. , , -1 , ,(,_", .., 11 I._� I.5. .1 P.5 TA. (;1WPd,,_e)11 1 1-214 .. ..-NAID"... _sc� . __ ­­ ""'O, ,,,, "I- , , 11� - IIIPF -. , ' - III, 1, , 11 I "I OF a - A ____ --.--- .,,, ,"ll; , .116, , __ �-,-A­ . - I I- - 11, I I. , : - .FF J� ,:1 . N` . , ,% , -i"i h , .,I:, ., .1. I It r: 1. R--IA/13, R 2A/13, R-3A/14, Fi IB/13, Ii R-38/14, , .1 " 'Ail- R-IAW/15. Ii 2AW/15, R-3AW/16. -i> R-IBW/15, R-2BW/15, R-3BW/16. =N - -_ __.. - I I ­ . I3) , I (4) 0 . I 0 0 0 0 0 __ -.—,.-- -1 -.-----I.— _­___.__ ­ __­­­ 7 ­_ - - _­ * - I . I ___ . __ ­__ � . r ------- -. ---- ----- 7-- ----- - ___­ ___ - .1 ­___ - I I 11 . : . � � I : I T --- i I y­j ------ I ....... . I : . I 1 I I -I : I :1 : I I : I I i : ; I I i . ! il I ! 1 I I : ; . I I I I ! 1 it I 1 I I � i I I I .1 : I I i I L/ 2 __ — �­ ­- I . - I . 1. _ :� -_ ____T . ..... --- - - .—.--.- , , ..­ i I I I---- , - , I . P I 1/� 0 2J.1 �. ,_ 01:_i, V.'�D . I I I I 'A L X t .1.1` - "I -MC.-H "'N i ! // I �Ll',L FOR PAN- I \ i - ( 1 ) I . / V. ) 1, (j) , I I B'- M' 0 1 4o 0, . 4Do P...f M&< A' I, , , � DESIGN PRESSURE RATING I K : ,,, Ak IT - jiiim IANLL / 1 � , , N­11."' .TORM -ANLi , (wl (YVFRLAP WiD PANEL LENGTH BOLT) . I I I I ,I, � I , , , I'( '�`) �6 , ] , " I i I i I I A'IFT S70,iM =ANF[ j ! I I : � I i " e , - " .`O C, _"O "' A � IT . : � — I : t DLSUN PRESSURE RATING F � I I I . I ___: I" I I ; � _. - � ,. ____ , - , � I , A - 'O (WERI , AP .. __ - - , , MID PANEL LtN,lTH BIT I) I- - - . - - � - , I � 1, F­ . , I - I 1 - � - - - , " 144)/� I : . A 0- ;Dii - I i- ,.,<I,,j .- I - � � I I. , USE 2' E* MIN PANEL IENGTH - : : IIii___ AT ALL MOUNIINGS , - . i � 1; � 1/4" 1 1 : , t, 0.7 I , - � ! �, i I � '31S. 3OLTS"W fl � � ! I - . , A LA OVE _;0 , I I : I I - � I - - ­ I .- -- - � � I12 1 __�_ I .� , 1 . 1, : I I . I � I ] I I I I , �- i �: � I � I 'i " I I-- , ­ __ __,_ I : __ � _` [ , . -- : I . , � � I 1. - , I - � . - . . . - . � - I . - - I I, _T i . -': _. I � I � : _ � AT ON a 0IE `.AF 1- � I 1-5 I "I +A � I �jo � � - . , ,5 I , I - - I I C � 1 ng PANEL LICIT. 'C"JERS � � � 0 I _ - D. M., C�) wl ­_ I . ­1_ -_ __.. I ;f -_ _1 _-I --- L ! � I I -- - -_ - . I I 0VFRLAF - -OVERLAP � Ii f4i A' G NUT AT - .) 1 � _ EXTERIOR - Ff ­IN111111i ONLY VAOD i,Qf? BASIC - - W WIND SPLi705 i JP TO 175 il� ri 1 3 MAX I EFT PANEL R111-T PANE L ­3121/14. ,� " I � I' "IN R-IA/13. R-2A/13, R-3A/14, R-1113/13, R-2B/13. R .. WN i I � *R-lAW/15. R-2AW/15, R-3AW/16. � R-i1BWW/PI5, R-28W/15. R-3BW/16. : ----1N'GRS�SEE ECTI_NS A�IJLRNIT. �N SHUTS 131-i5 16) _- . - -1_ - ,;14. MAX :;­ � LIFE SAFETY STORM PANEL J) ELEVATION (t) - - �.(;,c !,",-I" _­ " \ � . SI:Wli A141 L .III ,I­,A,I ,I Wi.,'­ ,Ai - ',T,',,M PAIIH 1 , , � 11 - - . —LLJ o1w I ­T, -, . ­--,� /oo ;1\ . ,/- \ I / 7 \ ; z� " " "� � CI 'f' ,,� I "dw ...... . , - ) 'tit"i — L �.4. �P ,, :11147 , ,��R A. -_ FLORIDA BUILDING CODE (NGn High Hwrii.ure Zone 0 � � ......... � _ Velocity 0 , I., Vit/i• "'JI, ­111,IiI W 'R',i EXTERIOR 0 ..* e ..."'p, - 24 GAGE GALVANIZED STEEL STORM PANEL I 1. . . Ili 61 I' ' --- ------- . . 11 _. � - --- - * 1 NO..-44167 `4 � I I _\� 12�' - � ,. . : . , GLOBAL PROTECTION PRODUCTS, LLC. �,,I`k­ . . . * . - — .0. � 11 L 1E C Oil!" .V SECTION A —A . L_ - .- — \ " �­ 3� "WIT - 1 ID .. arATE OF -'; * � nLLIr FE'SIFING ,t ENCINEEWIG C-0-ANY ,A,,, 't �­. I 0�, .. 't , , "5.:, 11-1 01"I.I. .­ 1 1-214 ., 1, � " , " . '.. 670bi .."'Ii� " -,.". ALI '. �­., I�I:.;-� ,� 11 I �;:. 11 .. - . " , -- . - I� !ja �, - ­ "I -.-- ,li;_R .. . VA III " . I . - r Ako� W�--_F NoOv""'6 ,I' .1 -�-' I 6 .. ;I 1­ 11 I'. If ­(1/ ___= lifti 12 IT, III ,41 1�1 I Jr�, 1`1 . � I - I -1 I I : I - __ - . - '4, ". -I. . � I 'I ANI'l,"R Z U, .. I I I . I I i I I L I I ,'�') I _c � ��lii . � I I -_ I 26ftL: "' "I I , . I ��,__ l.".' INSTALLATION DETAILS FOR LIFE _SAFETY PANEL (f INTO WOOD STRUCTURES , I . . I q . � 4 � I ,I, ­ 11 ." I � 11-i-III: " � 11 I .It ----,I I �­ 'w ....... � 9" .;, � I I ", " I,,, 'L A' , I , I I' � (i I ) I � I I, - � �� ,2 I, I � - -, j Z�ji:dL I. -- , I -PuJ,�I�.�, , 1 - I_ � ; I I � ­ — I I -, I I . . I I­ � 1) bAAX , I f i MAX. I , IT � ___ I " I � " I _,' J, I ! : i . . . 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II.A!` -I I ,,, �_ : i ­­ d z 4� 0 0� 0 () -i 0 _j .. _j _j _j m _j 0 W > ji 90 z < — W 0� _j 2 ca o 0 -j D _j I - I - - ") EJ ED 0 d � z w 0: IiI- U) 0 LLJ > (If LLJ 0 D W V) LLJ Of of -r I �_ c) U) 0 0 Of (.9 _j Z _j _j < Z UJ _j 0 W < (3 K _j �_ O� CL :) U) W 0 Ckf m w < z is 00 C5 z 2 (D W0 0 _j 0 0 C14 In In N I.-_ LLI 0 L 0 z of m: )_ 0 a- z I g < 0 K _j - z # 0 ISSUE DATE AUGUST2008 REVISION DATE 3-7-2012 SHEET N6.2 PRooucr I APPROVAL I 1A/:11:t'tat A. 111 1,11', JR., P.E. REPORT NO.: DATE: r,..rl�r..xrw -IF:iLl ECO TILLIT TESTING & ENGINEERING COMPANY PRODUCT EN'ALUATION REPORT 11-1208.07 December 08,2011 PRODUCT CATEGORY: Hurricane Shutters PRODTJC."T S11I3-CATEGORY: Storm Panels PRODUCT NAME: (,PP Fabric Shutter -Series 2000 MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 tihcroGr::,,)Ll:,nn I F H I nr,I:,r •" iirh )h71Y I - PU R POSE OF EVALUATION: This is a Product Evaltt<`ition Report issued by Walter A. Tillit, Jr., P.E. (Symm Ill # 1906) to Global Protection Prlimiucts, l LC'., manufacturer, based on Rule Chapter No. 9B-72.070, Method Id of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission. This product is being issued an Evaluation Report as described he -rein, and his been verified for compliance in accordance with the 2010 edition of the Florida Building Code:, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No 11-212, titled "GPP Fabric Shutter -Series 2000", sheets I thru 15 of 15 prepared by I'ilttco, Inc-; signed and sealed by Walter A.Tiilli,7� ..2 11*12/9/2011. This drawing is an integral, part of this Evaluation Report, p `N"�� NO.4411�1 OF $r of. w x, -'"�.r.�ia,•+yip 6155 N.W. 36th Street, Suite 305, Miami, Plorida 33166 - Phone: (305) 871-1530 - Fax: (305) 871-1531 PRODUCT F.VALUA 'ION REPORT NO. 11••1248.07 2 2.2. TEST REPORTS: Large missile impact load tests were performed under ASTM E 1896 and ASTM F:-1996 standards as per scelion 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1715.5.3, per ASTM F.-330. Test reports prepared by American Testing Lab of South Florida, reporr No. 0904.01-09, dated 02/17/10, witnessed, signed and sealed by Edmundo Largaespada, P.E. Tensile test report Nu- 9IM-865/9KM-1127 by i Metallurgical, Inc., dated November 30, 2009, signed and sealed by Frank (irate, P.E. Fire Test Report No. 95138,01-100-18 by Architectural Testing Inc, dated 10/15/09, signed and sealed by Joseph A. Reed, P.E. 2 4. STR"VCTURAL ENGINEERING CALCULATIONS: On UPP Fabric Shultur-Series 2000 for rnaximunT panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc,, dated 09/03/09, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per ASTM F.-1996 corresponding to missile type D (basic protection). 4. WIND LOADS RESISTANCE: GPP Fabric Shutter -Series 2000 has been verified to sustain Arvind pressures. Maximum panel length shall he as indicated on sheet 13 of 15 of Product Evaluation Document (P.E.D.), drawing No. 11-21 ". Maximum Anchor Spacing shall be as indicated on sheets 14 and 15 of 15, of Product Evaluation Document (P.E.D.), drawing No. 11-212. GPP Fabric Shutter -Series 2000 has been verified for code compliance to work as a non- porous storm shutter assembly, its per section 3.2.8 of ASTM E-1996. 5. iNS'CALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 4 thru 12 of 15_ of Product Evaluation Document (P.E.D.), drawing Nn. 1 1-212. Miiumunl separation to glass shall be as indicated on sheet 13 of 15, of Product Evaluation Document (P,E.D.), drawing No. 11-212. ra,,,'"•••,"'••.�. +++' '�.1CFNs�• r�- _VQ- 44r6r .:p t'ItU1)UC:`I` F:VALIIA'1'ION REI"0R'1' N0. 11-1208.07 3 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with general Notes and Components indicated on sheets 1, 2 and 3 of 15, of Product Lvaluation Document (P.E.D.), drawing No. 11 -212. Anchor specifications shall be as indicated on sheets 2, 14 and 1.5 of 15, of Product Evaluation Document (P.E.D.), drawing No. 11-2121. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1 _ Shall be strictly in compliance with (icnerai Notes No. I, 5 thru 12, indicated on sheet 1 of 15 of Product Evaluation Doctune-nt (P.E.D.), drawing No. 11-212prepared by Tiiteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not he installed within HIGH VI-1.0(. ITY HIJRRI('ANF ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, grout filled concrete block, hollow concrete block, steel and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President ofTilteco, Inc. (Florida EB-0006719). ` .... +Es, s�QhlAtjell, 0 o /6 A I0'�-/-iafv 7 .Jltr ..il;1 1"'. ' _,. •. �-; I . :•........::,.... .:. . ... � , -_ - .-_ xD1G LL ..E u..: r :-I r ,. -&10. r f • -�r• : - , _.. ,.,. ., . 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WI I l4"L1-.'D � r< C,7 N R-D R 0 ELC CON JTRJ IO 1,2'0xt 9i18` POVVLH ANCHOR Wf 3/8"0 A )S D THRE 3rtf0 2WI 1/2' SIDE WALK BOLT (AISI 304 SERIES STAINLESS 51 LEL ) ! . _. ry I -6' -_'_--� 1 TYPICAL HEMMED EDGE FABRIC DETAIL X SCALE: 3;'4- -. * IW) RO'NI.i TITCI ZING SHALL CONSIST OF SIX LOCK STITCI IL S PER INCH W'ITII 12/4 PDi •ESiFR THREADS, TWISTED TOGr_THEli W;TH % L.'JBRICATION & SIL.ICONL PFR ASTM D-6193. ,I•IIIr - INC C011E 1N'P: H'I- V 1.., iI, I �X�K A, k -- FLORIDA BUILD y H' Iu Ze: IG A.c GE ✓ GIG „, ^ : GPP FABRIC SHUTTER -SERIES t000 BDAMI N+ N0. Q 4167 1L EC O PMN< GLOBAL PROTECTION PRODUCTS, LLC, LATE * :* T.TIMO Y ILLIT [NON[[!N6 G[N4r ANY e OD r ,U I, 1' 11-2 1 7 nC . f 111 . M, MJ«n- "aml S ITS/ -O P<CE . IOKIDA ''' ,IC,I' . . ..d « *C6 9 u� l•. � - , .. . I It _.-__ -_.__.� ` 9 - - I I . , I ! ile .: . I . ,' , A - I I ,`L, -, L . I , . . y --j - ! . 11 : , � :` � I I-j'l- � .10 'I 4q. I I ,. I',', L- 11 , �A . , . 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JufA1 Af - E. f I'r R i F"NL 1„G71, : ;`;EE SCNEU I f: 73n c,--•�; _ ._ . 1c 11.'-1 111-J t'N ,"rl 1 '''7 - A - I FOR DIRECT WAIL MOUNT TO POURED " I, _ I- „L. s_M. ,1-.. 1 I - CONCRETE GROUT FILLED BLOCK OR 1 r. 11 NI e-,EF, I II 1 44' I' H HOLLOW BLOCK SUBSTRATE F'(DR `u E F° D II i SECTIONS I.- I AT TOP & BOTTOM ELM 11 I a: iq`�' iATlp/j(j3fihADP1�0FHBRIC) SAFETY PANEL FOR DOORS W/ FIII (kA 'T 4 FLOWDADUILDINGCODE(N[.r H1 N V,:I: EI FOR DIRECT WALL MOUNT TO WOOD N I L /1.4 OVERLAPPED MULTIPLE PANELS SUBSTRATEATTOP & BOTTOM ✓ - 1 0 P ^L1•,11' - GPP FABRIC SHUTTER - SERIES 2000 ­„, ,cA E _n. ar FN C , """ A r-. r C ;,x `A N r '.,:,FK IL ; _':, :.'r: C i No. 44167 ;)I IL EC O imc. LODAL P , _,.Tc -� G PROTECTION PRODUCTS, LLD• :+.1 M1�:=C -F ':1"!.':I I^ ..I.. I NU fEF P,Q; GOIA91NAT101d OF SEGTgNS * * ILUT rELnNO Y [N91NilaN0� 01MANY -1,1 i U'�L 1. -712 . , ;4. alv �. a A dEP IN M M I TOP ANA BOT - MOUNTIN Y I CAN 8L TIO &1 STATE OF Z u r1NAW c ANY .NAY TO SUIT ANV INSTAAIATgN I - �O `• /- A d``♦A a'•N - ... I M 119 _ -.- --_- - ---_ - .s .In er[£f 1 -_.____.-_--•-- SCHEDULE # 1 MAXIMUNI A.S.D. DESIGN PRESSURE RATING CORRESPONDING MAXIMUM PANEL SPAN & MAXIMUM & MINIMUM PANEL WIDTH FOR OVERLAPPED FOR SINGLE PANELS MULTIPLE PANELS IMPACT MAXIMUM MAXIMUM RESISTANCE A.S.D. DESIGN PANEL MISSILE TYPE - MAXIMUM 8 PRESSU RE SPAN MAXIMU M& - APPLICABLE TO MINIMUM ABLE TO APPLICABLE &SPEED RATING (ft.) MINIMUM SECTIONS &ANY PANEL WIDTH SECTIONS &ANY A (p.S.f.) pANEL WIDTH L COMBINATION OF (ft) COMBINATION THEM — OF THEM MAX. I MIN. MAX. MiN. --__.- 60.0E OR LESS 12 ' 7 " 12' 0" t 2' 4" A - A, A - A •B-H, D - D, F.. - E & F - F 12'-0"t _- 2'-4" G-G _-_—. .TYPE .— 75.00 ORLESS 8'-7" 12'-0"t 1'-0" A A A' A' B B D- 1), 12'-0«t 2'-4" G-G&1-I D 50fUsec. 75.00 OR LESS 6'7 " 12' - 0" t 2' 4 K_K -1-- AIM DEFINED BY SECTION B 1 UT'A Zl 4. AS DEF ONE ' "FOR INST ALLATIONS IONS WITHI N WIND Z MAXIMUM PANEL WIDTH O F88 ' USE MAX S SCHEDULE # 2 A PER ASTM E 1996 STANDARD WI A BASIC WIND SPEED IN EXCESS OF 175 M.P H. MINIMUM SEPARATION TO GLASS FOR SINGLE & OVERLAPPED MULTIPLE PANEL REQUIRED MIN. MAXIMUM SEPARATION TO A.S.D. DESIGN MAXIMUM GLASS MEASURED TO PRESSURE PANEL BACK OF FABRIC (in) SPAN WIND ZONES - WIND Rp SI.f� (ft.) 1TI- U3 4 60.E 0 R LESS 12 7« 34 1 /2 " 7 5.0 OR LESS _ B' 7' ," A " .� 2850 15 3 75 0 OR LESS _ 6' 7 i 7 MINIMUM SEPA RATION TO GLASS MAY BERED UCED TO 114" ONLY FOR INSTALLATION W/ 6'-0- PANEL SPAN AND FGR , INSTALLATION INTO WOOD FRAME BUILDING L__ - A. n<< = Hi: r Vrla-h H. r CODE,N.-, 1 G T FLORIDABUILDING � .' r' 2;nL ._.. SEA .,� .. `IrJN,j ••. ¢ - •., :I , 0tr1l INc GPP FABRIC SHUTTER 200E „n R F '. -- / -SERIES aI I: 3Y / No. 44167 L E('.Olgc. `, T GLOBAL PRO.ECTION PRODUCTS. LLC. [w,P * k TWJT 'lE6TR10 ! [NOpY[NN0 CUMrAkY .)'. „ a I _ .-2 S TA TE/L� n 1 .< �. 1 a r 0. s, :nn' ee^. . x 9e , s a1 i 2 It-2i2 a•'wal. - F w . -.IORIDPN� �.rl a MDa7 9 nk A 1.11: ., +. w� "� SI.EI IS .If :,1 11 _ 1 .- I �—. _ -- �:Y•lIN::Nr1c .. - I `I: « - 1r a. I III1 : I . . ----LI ' ) \ �) t� U R ',._1A 'tl n!a' - - iwi •G .-- 1 yy'u 1 r: IT :. I. .A N,, Ire' .'OI _7 •1 MA. Sfl'M1,,,„ 1.a efAss ICE saa ux N I - a..EI M) _ I I --u E d I_-_� i �� ,�Sna (F� I I -- e ISD'J 1 4N>.::GS L) v ON t`,llI ) ID ; Il-) :.-r..o . F Gi,pUI «LID a A„ 6t 1 . ra,A« �. .4. . __._ .L '' a.r I. ON ... FOR STUDDED ANGLE WV L MOUNT 15: FOR ST!lUOEU ANC•lE MJF3 L MOUNT 7D POURED OONCRFTF- "jtOUT FILLED plc' l - WOOD SUBSTRATE AT TOP & BOTTOM 11OLlOW BLOCK SU851 RATE AT TOP 6 PI I SECTIONS B - B S'A F :1/ 6 = I 1 _ _- dN a. LlY VE SE. N ", TMC fAl PF .,MUUXt.,. , J .,, , ?Ii , I.ANi ALtA I<, I S F-_.__ — I �K Ia'-�-- -L i U0 H I, - c- •-t. � � ) L; 15' __.._____ I I I F.D. 11'-I-_ - ; Aoxles t.LE ICnm'JLL /1.. 1r I.) ON 'arty , 7) e J►K SAFETY SINGLE PANEL FOR SINGLE HUNG WINDOWS SCALE l.2"- V-0" e ,'ABRaC SHALL EN,IRFIY CO•.'LP TILL DJILNll+4 WIDTH WITH NO NFFU CF )Vb.-LAPPING BFYJNO IT n v x'3' l w » �'t 1 ,r( , , , � ]b .,1 -fv- . - - u s •a ;o i •q YI N1CM .1 :NY 1M . W1 '.r«IAION I.1 ID /-) . rt��, _ ...- ''-�,1J 1 @ s i , (sH Ices,[ P a — I; m wN1 - I. •YI MLR 1• ' w oR•APn,.x, 10. w ...! It I -- I-- CIAK i 1 (D I- 6) ! r F)... O- E7 .a.. nIO . a., Arao -- - EJDC a aFfr '._,j . . -'IAw. x:BA ,INi iD - . co: - , ,HC.lW IV - CNK•_li ' 1 , ID;,P se[ X m4 PJ ' Taw RIrm X­f a,L- - PCIEON — NAD �„ Irrt!'T ' 1 Ili, llO FOR STUDDED P.MOLE FLOOR: 70 CEILING MOUNT FOR 5T000EU ANGI_F, FLOUR rO CEIWN•' MOUNT ) QUNQFIETh. UNCUTF OCK OR TO WOOD CUBSTRATE AT TOP & BOTTOM HOLLOW 5 0 r AT . ATT M SECTIONS C - C rprdlllua,�� � N. r//l[��> FLORIDA BUILDING CODE iIWn H„ h Vett;utY Hurricane ZZ.cn cI ✓ C;m1 MTECu v,c. GPP FABRIC SHUTTER - SERIES 2000 a WN 1, �GENSF'' 9 _-- x: nr. u N0: 44167:C O IKc. GL06AL PROTECTION PRODUCTS, LLC. /- _� , / t fl[7 : * L[iM0 a CA101p EC.INa CA PANV BO ��tl 1 "r ] 1 ,- i2 1 2 ,- --STATE STAiE Of.- 4 E (� L♦ a.nl Lt. ,w4,c Iv I 4�Q PIAA _. . _' o P �— I«EFI 5 i - •v1YAL, _• ,, F (111 1 I { n'; rN. 'F OA1, piI-- 1. SLE S,:NEUI11 02 (Y ,L`f aI %.Eel _,. OETAR I ..111ie--i I , I- PNAANI l SPAN X BDLr.Nd PI ON s CH H) I . - ;r I 1 a,m Ill I - - -- - ' r 0 ,:� " ..---J r. �B I N, MCAT 'a L , ORlllf , .LLD 01AC ..A NPII(..LacP Am'a , 11,,, A,J 1 ��, Tr i I •.. �L' 1 I �� I I �r ttn IT,. FOR DIRECT WALL MOUNT TO 'C„En,E e, POURED CONCRETE GROUT a1 llkL1 '•) FILLED BLOCK OR LOW BLOCK FOR —0— WALL MOUI4T TO SUBSTRATE AT TOP & BOTTOM u VA�TOTOP &BOTTOM 'lllll ?,,,,,I" A, r..... 1 R A. Tit [�� ) SECTIONS K - K �Y`" "SII� i o„II ,1Irco 4K. E SCA_` 'F ;" ♦♦♦ yam.. JGENSF j-- -- N 11JT TC{L EC O 1 :M 6:NOTr FOR ;OBI ' TIONOFu T O14S I *6TIN0a[acmN DA . - -- j . , .1.... F. ,. _--F-.. , h-,, II- ..l61- I , -,": �,i�,: �,�� 1� `- -- -- I � r , ----- "I, I- --A 11 .1 I % i 1 I .4, .1 I �� - '! 1, I, -,,. ,.:.- IYr-- f I(.TAI .... AP E! PANG SPAN 1 ;�','VJLDULI 11 UN SNEEi 13) 1 /r'I INTMOR -It I {., r - 1,'�J'\ . l " f O tl - - O i , l^ OVER DETAIL SCALE 3/8 -'1 SCHEDULE # 3 MAXIMUM A.S.U. 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A 1 - - --- a --- -. _ _ , .-1 I ELEVATIONFORDIRECT WALL MOUNT TO 1 I L) � • POURED CONCRETE GROUT FILLED BLOCK _ - r;' F r J HOLLOW BLOCK OR WOOD SUBSTRATE - .. - ;' (', AT TOP & BOTTOM J off I J t , L - _ ' T ) k ' �. 'll ( - _ ' 7z a T , 5L : CCII, l 1 - A -$A T �.i1Axul1/a,A Esc. L,I, SHE, , 'lli- - ' P n,RLU ; .IN• ltI I j ROUT FLIM ,L(W I j SECTION H H :. . 1._- - 1 -' - i:I�-n� 'Y` IGLLUW fx.CCK ,J','. ��1 .•;,IJ 7 - `iF3, A14:nnw5 - .... - ♦ ,? .. -1. 1'L.ke .J' • . ' F•Mkll: 'II II i,L L'ILI c Y ', -. < I.,,1 wo,u 1,A 'sc (A. ICE, 10),i) �Ai11• 7pl`lz�, FOR DIRECT WALL. MOON F TO POJRL ❑ -L sc,,, I' w ll" FOR DIRECT 1NALL MOIJN7 10 CONCRETE GROUT FILLED BLOCK OR I, ,E „t II a. aNRTwrs,tom.t I1 - WOOD $l1BSTkATE HOLLOSUBSTRATE r'n u; w san 1T; - EXTERIOR AT TOP & BOTTOM SEcrI ONS G - G AT TOP & BOTTOM (AT CAVE f ) Hrlrlla 2,•_.:� l Akl LY.CLLi FILM .ELaI :�f�.� -_ FLUR,UH BUILDING CODE'Nun HhTn Velor_! r -y'- y� ''JGENSF 6:'„I I^'L'= '":' GPP FABRIC SHUTTER -SERIES 200E L.a./A.c w RY OVERLAPPED MULTIPLE PANELS A F - k � a,s e IaP [;N o ..tci Noi a r D t EFu _ a♦ RD acts LLc. / P TE CTION P D 4416 BAL RO N 0. GLD IL EC O lM 1:. a` L iF F . .,: W 1 irl r'OMRINf.O PJ UN INGS CAI.1 BE . I O T ["". hNU BOT rOM N N A 11ON 4r w«r D a UIl NdYI ST LlA -� * 5rq C YIANY Ba 9 w a [ NCCItl 0 CO I ] "'' Ice T N4 tql N ,s -. .D a5(T :� QEiAr 'F :a; - STATE U LII �x _al.W �'c�,xie - 11 212 yr.wr 'L 1 r , ,It Ir . i - •,.. F AIF lt9 P O a 0 F 0 R 1 P ru r 1 _ s.aL r a ,'e 'Srr s F'.Lxd. I'. 1 _ IMI (Kr, I t ,,. . 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DESIGN PRESSURE RATING (p� AND CORRESPONDING MAXIMUM ANCHOR SPACING FOR OVERLAPPED MULTIPLE PANELS: DIRECT MOUNT __---.._W.. . ___ .. _.___ `� . __ _ _ _ _..I .,,. , .,, .:,, 41 SM-M 77 I' , -,I t',.Ll, ' Ca, we - , -. I.OUktJ :OMAL iE I , V... i .It FWJL B.00.' I.-I'A) 14,, 'Co.. MWX %00 ;, 11 'I-s L .( LFMr,v,A 1 6 Il EF'"PI[ ANPI E. SPIN .... -,\II ASs - � jFE ..,ILOLLE 11 ON swt,T 13, VIECMt i PAN L FI,N ' �. ., . '1JTr: 1 - -.I-._- - -- -.._ t Wx PANG SP,1. II - i ma S"Lw. 1, -- ,I r .. I Nr "I. P,.eL �' F,01 51' FI ^: On 4dll :!1 „y,' I:.i: ,.Gr.;-1- lil)lLt'�" 1 .. I - __ --.. .:H " EIEVnT)ON FUR DY�ECT W4U. MOUNT 101 4 J- L; w ', rr, Ir, -- CONt E�1E.CiROIJTFTUFDBI_CCKCRHa1lh7VN CCK -- SLIIR' VMtATTOP&BOTTOM j1l l,ll.I111,,._ :n i T r Ti 4 CK ,A ,NYI']A MIX.,. RIO% II TI�(}(.�T✓-__- ��P; I FLORIDABUILDING CODE IN "I H,qY, V::I:�_,t, H­, ,I "''r L .- (1`1',. ��\ -'-`•c - O:,II:11 Tcrc UK, 10/La CPP FABRIC SHUTTER - 5i721ES 200E puwN •• T ND.44167 a ` ' * _ — !'L �1" C O \ GLOBAL PROTECTION PRODUCTS, LLC. l-- +f -- INc. TA0 I• TE OC • nun T .TMP Y rANr EIIaINL[NNIQ Ed1 Ly ♦ L N 11-212 '' FC O R,1.i4,'.' :' cB o a . -£>. EBS B 1' en - ,C' 9 1Dsn 1� u . e n:, r:< X I,,t ,.. rI - AiLEf I: a `D J 3I _.._..._-- MAA'MUM 114"e El CO PANELMATE PRO 1/4'N ELCO FEMALE IU PANELMATE A.S.D - __. - MAXIMUM PANEL APPLICABLE N A10 eAHY DESIGN IO Lkxx:RF1E 11' '". N :nx''--.__._..__ alrr 1.C.Y[r41 'IO WOOD i' CXNx12TcTE fliNal.16 Kp;N a1 Waal Il.w 011Xy I TO WOOD 6rA71 (:OMBINAT70N OF U)NABI PRESSURE _ ' - MPI. WMN TEad ' W!MM REul, (ft) THEM RATING (PA I) WMN RL" WIM N N WL Wl REOn "IIA11 Rrct" I'c 3350 p I . I Pm 2671 p A. G - 0,55 1 ' - 335E P.. I. P 207, p.. 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Im-17-4 7W.mD"-Ml7,•a -ilmidn14r11 I B!8•.mkwemant 111,4'•mBpdm., 1 M4 .mb.dnwnl . ... 3000 ORLL3S .. _,X E.D. 3• E O _ _ a' __ 4• E.D. 3.1.R• E.D. 6' f -. a , 3112• E.0 __- _.-.-. ! a- ---- Woo 46 0E _a' - -�— 6 4 1T2 • - . ._. 7 - 6 EV • 5 t2 • 12 ' 7 •' 1; - 6 45.0E 60 W 3 12' 5 112 • 4 1..1 • 4 112 — _- 1' 37.5E W E56 4 1,2 • 3 In • a • -7 4 In • 4112 • - — 37.50 56.15 - 3112'- NIA - 4' 31,'2• -. ._._._ 31.'2' - -.- 6'' 7' I I _ _.. 56 25 . 75 00 __. - - 3' .---_ _- N,A 3 12 _ ! 3' NIA O M P IQ. POWER r,W."IN 3r5'. ELCOMDOIFIEDC044;I EX 5116'. ELCO HANGERMAIE ANCHOR —T1010tOW - AWXIMUM PP I .ALP )AAAO UM AS.O. E U-SKIN LU ,J AXLCMI '. PANEL 9lC.,,,.,- - O 1'1 ali7R TO.IOLLOW "O PRESSURE TC CuYLR1:TF (ILFDBC,:n : B_OLK fXXtC(EiE 1 , acc,,, a AO:A SPNI r RATING(P.f.) NI MN WQ10 WHIN Rf .71, ' YT IIIE REUD - - ININN REU`U _ WNIFI Rfii, '.D .E._l' 'A'9. RFL"F (R.1 I('1(T tld OF THE LI 11,-1819P SI 14,LP., Rl t:iY)C•eI 1-36bh,Y, In.19.2C`. lAkps .,SOU, eI 7 t7Y s'bc.Yna , 1,,,!. 11.. , f.'. 1 ,Ii',,iw11'Ma ld Jm; ,w r w:,SNIn.N I M.' ee,.na v„ 1 I .1.. R,1" i ,.',.vADnalianl :+t"'E0 i1/)'EO 1N2'E.0 1181'FD JI,EUU ;'L L) 61EC -- 6 0. - B B1 2 -_--- 30 CO LW LESS _ B• e1rz• avz• .. - 8 412 312 6' ._ S 2" _ NA 450E ' 30,00_ B' 450E • 600E B 4 2 12 7• Y,'A 8 _ ^ ON ,L'S 9NA 312 3' 1 . 2 ,3750 N'A B ' jLl- so - 5e2s a• 0' 11,z• z1n- 112' N'A 5'17 k;q I WA 8' 5625.75.0E NOTE: EMBEDMENT AND EDGE DISTANCE ARE O -- . IAL. BE YOND ANY FI NISH MATERIAL ----� 1 •" - / A. 7f , E P I',.".,.- ,1 �•tF1 t�l-:_ FLORIDA BUILDING COOS (Non Ijl,:r 'JelJr.i!; H" �tC fS •.. W7:., :f,AI x.r GPP FABRIC SHUTTER -SERIES 200E ♦ - \ No. 44167 - / 2ro1/„ S LC. PRODUCTS, L \ PROTECT ION P D •L i C O IY4c. GLOBAL _� - rrr C A FIO YPANY O5b T fITINa Y FI01 N.E I CO re "All, 11 14 f r nE -o t• - ST OI G -w ... TE e .C. '9 '40. w ,wwlw. , 4Y - — O F P.: ORI 0 - ae,rA+s - � 1 ceFl, ❑ Of ID F F _y U Z Q Q 0� 0 U U .. J -i J m LL J 0 w 0 Q � Q W � � z �UO -j U Z o W V WW I_J I 0 1-- a' CK D O a' F- s r n z 0�! PL j V � n J - vJ Z Q o U_ -iD D ()� W 0 coO 0 M Z W w Q w Oz 0 0 -i p LL (� N m �w = z1i CD O o >-� z z Q oz J z �J ISSUE DATE AUGUST 2008 REVISION DATE - O 3-7-2 12 SH EET PRODUCT APPROVAL a Y