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36246 DeHa Gold Ct Lt9
I ewe III 111111 ��� ��. "'.�. IIIIII IIII Ti ■ Ti Lum Ti I 1 1�, jjqp-- �i� CL cr>9 FIRST FLOOR LIVING 1677 S.F. TOTAL LIVING SQ.FT. = 1677 S.F. COVERED LANAI = 112 S.F. COVERED ENTRY = 54 S.F. GARAGE — 417 S.F. TOTAL SQ.FT. (BASE HOUSE) 2260 S.F. DRAWING INDEX Sheet Number Sheet Title CS COVER SHEET 1 FIRST FLOOR PLAN 1.1 FIRST FLOOR PLAN 2 FOUNDATION PLAN 2.1 FOUNDATION PLAN 3A ELEVATIONS — A 3B ELEVATIONS — 8 3C ELEVATIONS — C 3.1 C ELEVATIONS — C 4 ELECTRICAL PLAN 5 INTERIOR ELEVATIONS 6 BUILDING SECTIONS M HVAC PLAN T1 TRUSS PLAN T2 TRUSS PLAN D1 CONSTRUCTION DETAILS Rt -- N DATE FEB 19 2014 CITY C}? : -F YRHILLS PLANS ExA AO _ ALLY` r t;tLDiNG t�UE AND IT TAMPA CI VI L 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 ,���tittttOf #&�,,tFTER TRUSS LOAD INFORMATION IS C.. (�Cy��fSUPPLIED TO THE ENGINEER. %�Q;�GE N S F • Ora 56 •; SEED FOR STRUCTURE Oft Y CC CURRENT REVISION MEMO PRINT REVISION MEMO DATE OF REVISION REASON FOR CHANGE REQUESTED BY VENDOR CODE ITEM # REVISION NOTE SHEETS AFFECTED 12/31/10 PER CLIENT LESLIE DAY *ALL 1 CONVERTED TO BLACKPOINT. ALL SHEETS .W Indicates a change to budget v 0 CNR - Concrete RFR - Roofer �...... •'• leMB - Plumbing TRS - Truss `SS10t4Ikk-! le -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 Eric. FLR - Flooring WIN - Windows TILE - Tie Low V - Cable/Phone EPS - Foam AUD - Audio SEC - Security pfflABLACKPOINT ENABLED ki U Z Q }- m O U J J J J J 0 W LL J Q O Z > Q r�x I m0ll0? W J a: W J CO ❑❑❑❑❑ ISSUE DATE SEPTEMBER 2010 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 SHEET CS COVER SHEET d 0 I N TIE BEAM A 9'-4" .0,-n" 1 ST 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 "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. ALL HEADERS TO BE (2) 202 (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 I C = FLOORING TRANSITION WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS. in ■ 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 r� - - ---- —� 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 r = 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, 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. 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. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" AB.V TUB DECK TOILET PAPER DISP. - (T.B.) = 20" A.F.F. ROD AND SHELF (SGL.) - (R/S) = 60" A.F.F. ROD AND SHELF (DBL.) - (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. TAMPA CIVIL DESIGN .5 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 REVIEWIM THE PRE—ENGINEERED TRUSS MA LAYOUT TO DETERMINE ANY LO BEARING CONDITIONS AND RESER THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMA77ON ISM SUPPLIED TO THE ENGINEER. / *EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. 4t11u11,11�� NOTE: PROVIDE GAS DROPS (IF M;r .CO(/ NQUIRED) FOR ALL GAS APPLIANCES. �G E N •• (U FY LOCATION OF ALL GAS ' .. •AP CES ON FLOOR PLAN PRIOR TO F :cr lop S�QN 1' • llx17 BLACKPOINT " - 1' • 22x34 ENABLED Z J W 1 U z Q ID j=OUJJ m LL J J J W p Z Q L Q W Uu_Oj m = _ ❑❑❑❑❑ U z 0 w w O w V 2 a Y '` J Z � a LL z Q 0 M W J 0 W Q o z o-1 O = Nm m T F— w o o Z z a //� oz Z O ISSUE DATE SEPTEMBER 2010 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12/31/10 SHEET FIRST FLOOR PLAN SEALED FOR STRUCTURE ONL Y R LJ LJ d N 00 � I CD V N Q W i V) V M N w I Q CD Lr)N W o is 12'-3"x7'-9" 1 �, 9'-4" CLG. � ooI Q�ocn NM I 10'-2" 1 14'- `Z�- R c n 5' 11 " M 2'-0" 3'-1 " 1.2 -"6 FLOOR LINE c 6 �---- o OPT. 4 6 i R 40 1/2 H ISLAND INK o 6" WIDE 0 N / DIS o KNEE WALL C-L rB o I I = A 6 I � 0 g K ITC H E N — I I 42" H = `i 9'-4" CLG. oPT D.W. ; i 2 71" COUNTERTOP II II � I II OPT.� REF.11 - - � a - - O.H.C. 1 ST FLOOR PLAN — ALT. KITCHEN DRYER IN r s2 L UrAl \ Unl \rev L VENT u 19'-4"xl9'-8" ■ 5'-6" 2'- i " 2868 6'-1 ■ 068 6'-44" 00 N 3'-8" 3'-10" _) 5-" ^ 9'-4" CLG. 15'-0" 10" 11" t FOYER to u) o -4" LINE OF GARAGE DOOR ■ oM ----- ----- - - IN O��N P�S11T6N----------- ----- R N i P I TIE BEAM A�`�, 2868 SC 20 MIN. FIRE � g�J4• R ``� RATED DOOR W/CLOSER W/ 'WEA[HER C Q STRIPPING AT-'"PERIMEI-ER,W/ JB.M. I� t`fHOLD BEDROOM 2 BEDROOM 3 m9'-4" 10'-1"x11'-3 Uil CLG. CLG. R ; C/9'-4" o - I I omI -' ' _ S3 -- e o ■ ■ ■ ■ ■ ■ ■■ ■ -� P 4 ■ ■■ ■■ 25 SH. 25 Sr, I PC-4 ` TIE BEAM AT TIE BEAM AT * EGRESS1 C-4 16-Ox7-0 O.H. GARAGE DOOR 9'-4' ll'-4" TIE BEA�AT TIE BEAM AT B 1l'-4 9'-4" 6" '_ 6" 6 6R -0 6 4'-4" 3'-2" 6'-8" 3'-2" 2'-8" 2'-0" l'-10" 3'-8" l'-10" 2'-0" 8" 16'-0" L 2'-0" 20'-0" 1 l'-4" 18'-8" 50'-0" 1 ST FLOOR PLAN — ELEVATION 'B' V VENT `' 19'-4"x 19'-8"00 ■ 5 _ 2,- i " ~ 2868 6,-1 ■ 068 6'- 3'-8" N 3'-10" -) 5.- 9'-4" CLG. 15'-0" 10R 11" I FOYERco CD o I N � „ -4 CLG. LINE OF GARAGE DO_0_R____________ ■ ■ i M _____ _ IN OMEN �'bSITION / I ' N j PC-3 TIE BEAM` AT'�, 2868 SC 20 MIN. FIRE i TIE BEAM g•• '�� RATED DOOR W/CLOSER W/ T 9'-4" ■ ■ Q R -WKHER STRIPPING AT -'- v ■ - � PERIMETER-W/ W4--f�HOLD ■ BEDROOM 2 BEDROOM 3 m -� w 10'-1"x1l'-4" 10'-1"xl1'-3" ``' '- a I-' I I 9'-4" CLG. g'-4" CLG. oo o i 6 0 -I ■ ■ ■ ■ ■ ■ ■■ ■ I P 4 ■ ■■ ■■ 26 SH. 26 S v ` ■ ■ PC-4 TIE BEAM AT TIE BEAM AT * EGRESS C_4 16-00-0 O.H. GARAGE DOOR 11'-4" TIE BEA�AT TIE BEAM AT B 11'-4 6 4'-4" 3'-2" 6'-8" 3'-2" 2'-8" 2'-0" l'-10" 3'-8" 1'-10" 2'-0" 8" 16'-0" 2'-0" 20'-0" 11'-4" 18'-8" 50'-0" 1 ST FLOOR PLAN — ELEVATION 'C' TIE BEAM AT 9'-4" TIE BEAM AT 9'-4 N j PC-3 TIE I BEAM ` AT`�, 2868 SC 20 MIN. FIRE I i TIE BEAM ■ ■ 91_i4" R RATED DOOR W/CLOSER W/ ��'' T 9'-4" a HER STRIPPING AT -' �' ■ I PERIMETER.W/ nu�'r`HOLD o � ,� ■ BEDROOM 3 m ; m ;x,' BEDROOM 2 r I L26 5'-0" I I 10'-1"x1l'-4" ``' )- 10-1"xll'-3" `- a 9'-4" CLG. 9'-4" CLG. oO o i 6 \� S3 ■ ■ ■ ■ ■ ■ ■■ ■ -I P 4 ■ ■■ ` ■■ SH. 26 S " HF) AT ■ ■ TIE BEAM AT TIE BEAM AT *EGRESS C-4 16-Ox7-0 O.H. GARAGE DOOR IBMAT 9'-4' 11'-4" TIE TIE BEAM AT ^ EXTERIOR WING WALLS HB 55-0 6 \ I TIE BEAM AT 9'-4" TAMPA CIVIL DESIGN JEREMY COUCH, P.E. R PROFESSIONAL ENGINEER If 70658 f oI 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 ,��IIIIIIIIp� THE PRE-ENGINEERED TRUSS MANUF. ����,,, •.• r i� ANY LOAD BEARINGT NE CONDITIONS LAND RESERVES �� F• •% �0, THE RIGHT TO MAKE ANY CHANGES qb y08 *t:FTER TRUSS LOAD INFORMATION IS N SUPPLIED TO THE ENGINEER. / ,Y✓ . Q Lu OF �' •• �T A� - SEALED FOR STRUCTURE ONL Y ,•w BLAC KPOI NT 1/4" — 1' • 22x34 ENABLED U z Q 10 O U J m � J J J J Q Q $Q �W—°C�Qz r O J W W J IIr J m U LE O -j ❑❑❑❑❑ U z a_ Ld Df Df D w (10 O C� a Y '` J J Z_ Q Q QU J LL Z cl m J Z) o x W Oz O o� N m m _ w o z�Z z v0 J Z O ISSUE DATE SEPTEMBER 2010 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 SHEET imi FIRST FLOOR PLAN 14'-0" 1'-4" 1l'-4" l'-4" 3'-3" S2 /7 24" SQ. 12" D. 7 S2 CONC. FOOTING S2 I o tz W/ (3) #5'S EA. WAY. o -00 i 00 3'-10" 8'-2" 2'- " �o ■ ■ co IN ■ ■ ■ ■ 1 1 4 RECESS FOR S.G.D. _ F1• _ ■ o i v Op r, ■ u - --- 35'-�„ 0 i PROVIDE CONDUIT IN SLAB FOR o � ISLAND ELECTRIC 00 I o 0 I i 00 N 0 i 0 i 13'-31" ■ ISLAND SINK W/ �° �- 1- r- �iol DISP I, �� I I w � 1 C) 00 i 8'-6" 7'-11" 10'-7j„ D.W. I Ck� o ■ - -- - I O N 1 — REF" L \�„ �' 1 ■ I I TUB 0 13-5 I — SHOWER/ ,I I OPT. FoP�� •__• I) I L 4'-11J" I =A 20" H. x 16" W. CONC. MONO-FTG. W/ 2 - #5 CONT. REBARS PROVIDE 25" MIN. LAP WHERE SPLICED AND WIRE ■ TOGETHER. BOTT. OF FTG. — SHALL BE 12" MIN. BELOW i GRADE i 50'-0" 10'-2" ELEVATION AT 0'-0" (ASSUMED) 4- THICK, 2500 OR 3000 P.S.I. CONCRETE SLAB ON GRADE W/ 6x6 W1.401.4 MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN, WELL - COMPACTED, TERMITE TREATED, GRANULAR FILL OR BORATE TREATMENT ON FRAME COMPONENTS 36'-0" 5-9" C3 4'-0" ■ I I I III I 1-----------1J �L) 5'-0" 4 S2 ■ i ■ ■ 1'-9" 3'-10" 1'-9" LI = tz .01 ■ ■ ■ i ■ ■ I'm LJ LJ t■ u ao_ u ■ ■ 4'-0" 4'-0" 1 T-10" 4-l'-O" 1 3 � S2 5-5" 9'-�" i ■ — 8" THICKENED EDGE 12'-7" FOR SHOWER RECESS N 1/_W/ (1) # 5 BAR CONT. `r S WER � ------ - ■ �.� `. R ESQ' o � � ► ii i GARDEN l i i o ' i 111\ TUB i 1;1 it 13'-1�" 10'-q" Ir I I L, �_ I J N I 3'-0"x3'-0" 1" PVC A/C DRAIN I A/C PAD TO EXIT 6" ABOVE W. H. PLATFORM ■ SLAB ABV. 24" x j 15 -0 24% 18" H. o M tz ■ � I N o I 24" X 24" X 20" D. CONC. FOOTING • i W/ (3) #5'S EA. WAY. ■ 3/4" OP. x 13" W. RECESS = o FOR GARAGE DOOR J �, �i -a. 30" X 24" X 12" D. 5 CONC. FOOTING S2 B 7 W/ (3) #5'S EA. WAY. 4'-0" 3'-10" 3'-0" 3'-0" 3'-10" 2'-4" 7 S 8" 16'-0" 2'-0" 20'-0" 2'-4" 6'-8" 2'-4" 18'-8" 50'-0" FOUNDATION PLAN ELEVATION A 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/ AC1224-3R ALL CONTROL JOINTS IN LIVING AREA TO BE 10'X1O' 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 & FIG. 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 TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70656 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 C�(/ C FLORIDA BUILDING CODE, ,�� �� •...... .;G E N S E •. iwo RESIDENTIAL. �I `���Q• ENGINEER HAS NOT REVIEWED Np *VE ; THS PRE-ENGINEERED TRUSS MANUF. 4;EYOU TO;ANY LOAD NE CONDITIONS I AND RESERVES [?INGT - of - LdIf RIGHT TO MAKE ANY CHANGES ;' 4c ER TRUSS LOAD INFORMATION IS C.7 SUPPLIED TO THE ENGINEER. �41 01 SEALED FOR STRUCTURE ONL Y SCALE: 1/8' = 1' • 11x17 BLACKPOINT 1/4' - 1' w 22x34 ENABLED U Z Q j_0UJJ m J J J UL W p Z Q Q W �U LE0 -i 0) ❑ ❑ ❑ ❑ ❑ U Z 0 I w w O N w V Of V � � V J Z � a QU J U. Z a D m o cr U w Q Oz o� O = CV m m _ � w go Z d Z a /// oz Z O ISSUE DATE SEPTEMBER 2010 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 SHEET 2 FOUNDA TlON PLAN v PROVIDE CONDUIT IN SLAB FOR ISLAND ELECTRIC OPTS REF.!! oIc cl FOUNDATION PLAN - ALT. KITCHEN FOUNDATION PLAN - ELEVATION 'B' FOUNDATION PLAN - ELEVATION 'C' EXTERIOR WING WALLS TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENOWNEER 8 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. co� v . . ........ ��� �Q.•' C, E N '••C �A THE ENGINEER HAS NOT REVIEWED :� �.� �,� ••• SHE PRE-ENGINEERED TRUSS MANUF. g • * LAYOUT TO DETERMINE ANY LOAD B RING COND177ONS AND RESERVES I AfE RIGHT TO MAKE ANY CHANGES TRUSS LOAD INFORMATION IS wTE/`VF`TER SUPPLIED TO THE ENGINEER. 'ONA1- ►rrrrrr11 SEALED FOR STRUCTURE ONLY SCALE: 1/8' ®1' • 11x17 FM BLACKPOINT 1/4" ® 1' • 22x34 ENABLED U z >=OUjJ m J J J 0 U. J Q � W Z Q Q W m W U J O J = ❑❑❑❑❑ U z _ � o W W O W ckf o� c� Y cr J z a Q QU J U. a m 0 W _l V0 z O o_j N m m _ W 2 � C" 2 z �` �z Q % oz J z 0 ISSUE DATE SEPTEMBER 2010 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12✓av10 SHEET 201 FOUNDA 7/ON PLAN N ROOF VENTS (TYP.) 12 �6 12 6� �E_LEV AT 9'-4" SHINGLE Y T.O.M. CD CD TEXTURED 1 FINISH -/ °' 00 rik ELEV AT 0'-0" 1ST FLOOR F.F. EV AT 9'-4"_ T.O.M. rik ELEV A! 1ST FLOOR F.F. _o ELEV AT 11'-4" T.O.P. __\_ rik ELEV AT 9'-4" T.O.M. ELEV AT 0'-0" qlll�JlST FLOOR F.F. SHINGLE ROOF GRADE LINE (ASSUMED) _/ REAR ELEVATION SCALE: 1 8 117= 1 -0 ROOF VENTS (TYP.) ELEV AT 9' T.O.M. ,J _ ELEV AT 0'-0" 1ST FLOOR F.F. 12 12 6 6 12 12 � 6 ELEV AT 1.1 4" 6 SHINGLE ROOF _ T.O.P. _—_ELEV AT_9'-4'= h_ T.O.M. 13 CD I - TEXTURED FINISHco ELEV AT 0'-0"- --------------------------------- --1ST FLOOR F.F. GRADE LINE (ASSUMED) 3 LEFT ELEVATION SCALE: 1 8 -77 - 1 -0 VENTS (TYP.) GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1 8 - 1 70 — ELEV AT 9_4"__q� T.O.M. __ ELEV_AT 0'-0" 1ST FLOOR F.F. ----------------- --- III II I:12LPE yaw TI ----------- bi --- --------------------------------------------- ��y �I li 11 II II II 11 II II II II II II li II 11 11 II ------ A ROOF VENTS (TYP.) 6:12 RIDGE SLOPE ROOF PLAN SCALE: 178 �� ti` A 612 SLOPE 1112 ------------------------- TYP. iI 1I 0_ I OVERHANG AT HIP (U.N.O.) ELEVATION 'A' 1 -0 17 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 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. 12 SHINGLE ROOF 12 6F � 16 12 12 6 �6 /SHINGLE ROOF ELEV AT_ll'=4"_ _ 1„X6„-----------------------------------------T.O.P. � RAISED SAND 1" THK X 8" RAISED ELEV AT_9'-4'_—_ FINISH BA\\ ND LT— —SAND FINISH BAND — — — — ELEV AT_9'-4 T.O.M. T.O.M. 1"X8„ RAISED SAND FINISH BAND a I ELEV AT_0'-O" ___ _'qv 1ST FLOOR F.F. 1 " X 6" DECORATIVE RAISED SAND SHUTTERS (TYP.) FINISH BAND LTEXTURED FINISH 1"X6" 1"X6" RAISED SAND RAISED SAND FINISH BAND FINISH BAND FRONT ELEVATION - 'A' SCALE: 1 4 = 1 1-0 FX_l Imi i LE111011101 it ilEmill-01107111-mil10 lLEI I i GRADE LINE (ASSUMED) ELEV AT 0= 0" __O� 1ST FLOOR F.F. SEALED FOR STRUCTURE ONL Y will III/Io MY Cp �!--i. N 5� • �� T Au `S'pQTV��.�T�+``• BLACKPOINT ENABLED U z 0 m O U J J J J J LL W p Zir Q Q J W m W U J LE cr O J ❑ ❑ ❑ ❑ ❑ U z 0 w w O w /cc V R v -j Z � a QU J LL z a: m J 0 w Q oz 09 0 = Nm m _ �w 2 c z�Z //♦ UO z J z O ISSUE DATE SEPTEMBER 2010 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 SHEET 3A ELEVATIONS - A ELEV AT 9'_ 4" T.O.M. 0 TEXTURED i' FINISH -/ 4O oO rik ELEV AT 0'-0" 1ST FLOOR F.F. ROOF VENTS (TYP.) 12 12 6'%\— �6 SHINGLE ROOF 12 6�GSHINGLE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1 8 72= 1 -0 ROOF VENTS (TYP.) 12 12 66 12 6 SHINGLE ROOF ELEV AT 9' _4"_ T.O.M. g -JkELEV 0' _0" 'RVlST FLOOR F.F. 12 ELEV AT 1l'-4" 6� T.O.P. _AkELEV_AT 9'-4" T.O.M. SCORED BANDING - ELEV AT 0'=0" 1ST FLOOR F.F. 00 13 TEXTURED FINISH GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1 8 = 1 -0 ROOF VENTS (TYP.) 127< 12 6� �6 SHINGLE ROOF o TEXTURED FINISH 00i --------- ------------------- GRADE LINE__/ (ASSUMED) RIGHT ELEVATION SCALE: 1 8 = 1 -0 ly I _—_ ELEV AT 9'-4„ � T.O.M. ELEV AT 0'-0" rik 1ST FLOOR F.F. 12 6 ELEV AT 11 -4'� T.O.P. _—_ELEV AT_9'-4" h 12 16 SCORED BANDING _ ELEV_ AT 00" 1ST FLOOR F.F. _ELEV_AT 94" T.O.M. ELEV_ AT 00" 1 ST FLOOR F.F. ELEV AT_94" _—_ T.O.M. 1 " X 8" —� RAISED SAND FINISH BAND SCORED of BANDING _clxD ----------------- ------- ------- I l I p II 6:12 L------- ---SLOPE ---------------------------------------------- ------ w ------- ----------------------------------------------II o I I II it I I it W II _ 6:12 SLOPE ROOF VENTS it II II II II II II II II II II 6_12 II I SLOPE I II II I II II II II II II II II II II II II II II II II II I Till', 2 6:11 LP L j� o I I N tiA JL - - - - - - - - - - - - - - - - - - - - - - ---------------------- a TYP. OVERHANG AT HIP (U.N.O.) CV w d Q �p J C6 oO N ��Q ROOF PLAN - ELEVATION 'B' SCALE: 1 8 = 1 -O 711 12 SHINGLE ROOF 6� 12 12 6F- �6 -SHINGLE ROOF � 1 "—X 3" ----- RAISED SAND FINISH BAND 1"X6" a TEXTURED FINISH RAISED SAND ELEV AT 0-0" FINISH BAND 1ST FLOOR F.F. -- - - ---------------- --- 1" X 3" DECORATIVE J 1" X 4" RAISED SAND SHUTTERS (TYP.) RAISED SAND FINISH BAND FINISH BAND OFR0NT ELEVATION - 'B' SCALE. 1 4 - 1 -0 mm ME ME ME ME ME 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 # 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. �1" X 8" RAISED SAND FINISH BAND 1'�X�"--- - --- -------- ------ -- ELEV AT ll'-4"r. T.O.P. RAISED SAND FINISH BAND ELEV AT 9'=4" � T.O.M. 1" X 2" RAISED SAND FINISH BAND ®®®®®®®® 1" X 8" RAISED SAND FINISH BAND - m - -_ --- LEI Iml IN 0 - 11MILMILE101 = - - -1 !,F.lr ILmilimillimilmlil 11 _10 FE-lawallial SEALED FOR STRUCTURE ONL Y .�`%%! MY ICO0i, No S - j :40 i��Fss,/O FVI BLACKPOINT ENABLED z 0 j- m ir 0 J J J W LL Q p O Z Q J m0LE0j Q W _ _ _ U z — o a w w Ld O w a 0 �- y RR ` ' � Y J z Q QU LLZ a m J 0 W Q O z cl O N m _ � w o z dZ a oz z O ISSUE DATE SEPTEMBER 2010 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 SHEET 3B ELEVA rIONS - B .1 ELEV AT 0'-0" 1 ST FLOOR F.F. ELEV AT 9'_4" T.O.M. -AkEELLEV AT 0'-0"__ Y 1ST FLOOR F.F. ELEV AT 11'4" ELEV_AT 9'=4"IV T.O.M. o TEXTURED FINISH CD - 1 13 \_i 00 0 0 00 GRADE LINE -�- (ASSUMED) LEFT ELEVATION SCALE: 1 8 = 1'-0 12 6F__�; 12 6F—, '*'--SHINGLE ROOF ROOF VENTS (TYP.) /-TEXTURED MEN FINISH ----------------------- GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1 8 77= 1 —0 ROOF VENTS (TYP.) 12 12 6� �6 12 6 SHINGLE ROOF 12 �6 _—_ ELEV AT 9' T.O.M. ,J _ ELEV AT 0'-0" rik 1ST FLOOR FlIFT ELEV AT 1_1=4' fT.O.P. _—_ELEV AT_9'-4L_o� T.O.M. 13 TEXTURED FINISHco 0 00 `i VENTS (TYP.) ELEV AT 0'= 0" 1ST FLOOR F.F. 12 6� SHINGLE ROOF GRADE LINE (ASSUMED) —/ RIGHT ELEVATION SCALE: 1 8 = 1 —0 12 <76 _ ELEV AT _0'-0" 1ST FLOOR F.F. — ELEV_AT 9=4" T.O.M. ELEV_ AT 0 -0" jk 1ST FLOOR F.F. II II N II 17: II II II v to N �Q 6:12 SLOPEI----------------------------------------------- �L----------- II ------ - W ------- ---------------------------------------------- II � II p I I II I II I I I II it I I I w I ROOF VENTS (TYP.) 6:12 SLOPE 11 1; N � 0 ca N oQ �i12 6:Id I I N yALI I J L — — — — — — — — — — — — — — — — — — — — — — J .— — — — — — — — ROOF PLAN — ELEVATION 'C' SCALE: 1 8 = 1 —0 317 6:12 SLOPE I� o I I I TYP. OVERHANG AT HIP (U.N.O.) 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 I 1t 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. 12 SHINGLE ROOF 12 6� � �6 12 12 61" X 8" RAISED SAND SHINGLE ROOF 7 FINISH BAND 1 1X�------------------ ELEV AT 11'-4'j 9„x7„ ---- -- - /------------ T.O.P. llf7 BRACKET RAISED SAND Ah-ELEV AT_9'-4'_ FINISH BAND ____—_ ELEV AT 9'=4" h T.O.M. 1 1/2" X 4" 1 1/2" X 4" T.O.M. RAISED SAND - RAISED SAND FINISH BAND i i FINISH BAND COLOR 3 _ COLOR 3 TEXTURED FINISH TEXTURED FINISH COLOR 2 COLOR 2 CD SCORED SCORED BANDING "" o BANDING i TEXTURED FINISH TEXTURED FINISH COLOR 1 COLOR 1 1STV_kT_( FOF. ----- -------------- —---------- - - --- ----- - - - - - - — - — - ------ --- - - — - — - - - 1STVFAT 0 FO.F. Y Vrj STONE VENEER TEXTURED FINISH GRADE LINE W/ CAP COLOR 2 (ASSUMED) FRONT ELEVATION — 'C' SCALE: 1 4 77— 1 —0 317 SEALED FOR STRUCTURE ONLY 111111 Y C * . 06 :'m t sT� : �� A Wes•. 40g10PN BLAdIKP ANT ENABLED 0 z a m OUJ—� J J J LL J Q 0 > 1w—�oZa �Z p w m0LE0j w J cr J U z _ o w cr O W cr V = :.7 a ` ' Y cr J J Z ' ` a QZ LLa m J 0 I-I••I � N Z O o� N m m _ �w c� m a / � z O Z Z ` U 0 ISSUE DATE SEPTEMBER 2010 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 SHEET 3C ELEVATIONS - C ROOF VENTS (TYP.) 12 12 6� 16 SHINGLE ROOF 12 6� jhELEV AT 9'-4" SHINGLE Y T.O.M. CONC WING W/ 4" CON jk ELEV AT 0'= 1ST FLOOR tj_ELEV AT 9' _4"__ lP T.O.M. ELEV AT 0'-0"__ 1 ST FLOOR F.F. C CAP WALLEM TEXTURED I ED CONC 4" C FINISH O° - - - - - - - - - - - - - - — - - - - - - - - - - - - 4O - GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1 8 = 1 -0 ROOF VENTS (TYP.) 12 12 6 �s 12 6 SHINGLE ROOF ELEV AT 9'-4" ri T.O.M. WING WALL W/ CAP ELEV AT 01-0" 1ST FLOOR F.F. 12 6 ELEV AT 1 V-4"� T.O.P. _ELEV AT _9'-4"_ _jio_ TEXTURED FINISH __\ 0 1 00 1-, -i13 co 12 ELEV AT 1l'-4" 6� T.O.P. ELEV AT 9 -4 T.O.M. CONC WING WAL W/ 4" CONC CA ELEV AT 0'-0" 1ST FLOOR F.F. GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1 8 = 1 -0 12 6� SHINGLE ROOF OOF VENTS (TYP.) 12 �6 12 �6 GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1 8 = 1 -0 T.O.M. CONC WING WALL W/ 4" CONC CAP _ _ELEV AT _0'-O" 1ST FLOOR F.F. _-ELEV _AT 9=4° T.O.M. ELEV AT 0'-0" 1ST FLOOR F.F. ELEV AT 9'-4"qV _ T.O. M. 1 1 /2" X 4" RAISED SAND FINISH BAND COLOR 3 TEXTURED FINISH COLOR 2 SCORED ELEV AT 0'-0" 1ST .. -- - CONC WING WALL W/ 4" CONC CAP --------------- ------- II II ------- p II II 6:12 ?I IL------- ---SLOPE --------- -------------------- li------ w ------- ---------------------------------------------- o II �I I II I� I II it II No II Ij W II II I� I I II ^ c tII o � I II I� �I ROOF VENTS (TYP.) II II I I� SLOPE II ----------------------- II II II II II II II II I �Q II II II II II II II II II II II II II IOe ROOF PLAN - ELEVATION 'C' SCALE: 1 8 - 1 - 0 12 N*__\- SHINGLE ROOF 6� 12 12 6F__ ___]6 /SHINGLE ROOF 9„x7„ BRACKET 0 oc TEXTURED FINISH COLOR 1 STONE VENEER--/ W/ CAP FRONT ELEVATION - 'C' W SCALE: 1 4 = 1 -0 i rn :=T-- TEXTURED FINISH COLOR 2 ti; 6:12 SLOPE ► N—V TYP. OVERHANG AT HIP (U.N.O.) 12 16 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 # 70650 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. 1"X8" RAISED SAND FINISH BAND _ ELEV AT 11'-4„� �- —1 172" X 4-- - - - - —- - -— -- T.O.P. RAISED SAND FINISH BAND _—_-- ELEV AT 9' =4" 1 1/2" X 4" T.O.M. RAISED SAND i FINISH BAND COLOR 3 TEXTURED FINISH COLOR 2 SCORED RANDING GRADE LINE (ASSUMED) OPTIONAL EXTERIOR WING WALLS TEXTURED FIN SH COLOR 1 _ELEV AT 0'-0" 1ST OOR F.F. CONC WING WALL W/ 4" CONC CAP SEALED FOR STRUCTURE ONL Y MY � co BLACKPOINT ENABLED U z Q j=- to O U J J J J LL 0 W p z Q W 0 0 J cc 0 w J m ❑❑a❑a U z 0 w w O w I.L. IN- C� a ` Y ' J J Z � a QU J U. z a j O Q NZ �w 0 O N m m T F- w o z ` d z o z J z 0 ISSUE DATE SEPTEMBER 2010 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 3mlC ELEVATIONS - C 7 1 ST FLOOR ELECTRICAL PLAN ELEVATION 'B' \ CI OPT. RECESSED./ N XICAN LIGHTS 8'-30,/ 3'_0" r---- _ FI in i GFI 0, DISP. i N 32 ■ _ o o i KITCHEN _ -�- D.W. = I ■ 36 i =�FGFI Q 13 1ST FLOOR ELECTRICAL PLAN — ALT. KITCHEN II ON-0 BOX (16" X 28") I I I = 1 I �t ATTACH TO `-4 STUD 00 d- _ I -RANGER ' _ - I AMERICAN `-4 1 I (14" X 14") i = CLOSET -- WALL TYP. STUD AT -I 2'-0" 24" O.C. ON—Q SECURITY DTL. SCALE: 1 /2" = 1'-0" -/ PREWIRE 1 AT 6'-0" �� ELEC. i r 48 ELEC. ELEC. METER �� I CLG. OUTLET PANE u METER Lo DI ` i ROUGH -IN FOR i ;O\FOYER FOR G.D. FAN/LIGHT i \ OPENER 42■ ---> \ I -------------------------------- -----' � I I iIRRIG. U-) 1 BEDROOM #3 WP GF i ■ ■ ■ ■■ ■ ■ mini ■ PREWIRE _ AT 6'-0" PREWIRE PREWIRE---`------ -- S2 AT 6'-0" B 7 AT 6'-0" 7 S2 1ST FLOOR ELECTRICAL PLAN 7 ELEVATION C s2 -- ------------ ■ STD. LIGHT/ ■ ROUGH -IN FOR 7 FAN/LIGHT M i 7 S2 � S2 LANAI 6'-4" 6'-4" W \ ■ GFI ■ on ■ ■ ■ ■ ■ III■ ■ III■COME `\ SD _ CD • I =«� MASTER SUITE \ ■ PENDANT p _ to ROUGH -IN FOR PENDANT _ _� FAN/LIGHTNOOK ■ 8'-4" / DINING -� <i J / OPT. RECESSED./ i N = I ■ /__1 CAN LIGHTS / ON-Q SEC. SYS. - 8'-3",/ / 3'-0" I ■ (i IIII =ii ---__ _ I I _F I iII co t I (SEE DTL. A/SHT. 4 r----- Lo B GFI ,, DISP. ECURI N 32 C 6 KITCHEN -----\ -�-Oc, D.W. '0- W' ROUGH -IN FOR L-------MASTER BATH FAN/LIGHT � / PiI ■ GFI � p < � 1 t�---1 ° - ■ = l� UTILITY c, ° / J \ GFI ■ WPC. 8 -2 AT W.S. LOOP AN WH 42 DRAIN P 2 -1 24 l BATHS / FAMILY ROOM _ _ I LIGHT AND-� SWITCH IN ATTIC A C GFI ' ■ DISCONN. p I 1 o y� X ---------------- 4 S2 ■ ■ I 2 CAR GARAGE 9'-8" 48 ELEC. ELEC. /- u ROUGH -IN FOR ' I D '/(I _ I iCO FOYER CLG. OUTLET PANEL METER FAN LIGHT �n I I ROUGH IN FOR I \ FOR G.D. / � / ` FANfLIGHT \ OPENER ■ i,ETV 'i `\ iIRRIG. no. L*j 5-0 N I BEDROOM #2 BEDROOM #3 WID GF \ ■ ■ m Li Mimi Ir ■ ■ PREWIRE PREWIRE - PREWIRE -------- S2 AT 6'-0" B 7 AT 6'-0" 7 S2 1 1ST FLOOR ELECTRICAL PLAN ELEVATION A S2 A 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 :,a--WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET -0 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 ;Q, RECESSED INCANDESCENT LIGHT FIXTURE C LIGHT FIXTURE WITH PULL CHAIN � TRACK LIGHT 24 24' FLOURESCENT LIGHT FIXTURE 48 48' FLOURESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FAN/UGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) 6 CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) sD COMBINATION CARBON MONOXIDE / SMOKE DETECTOR UNIT 0 THERMOSTAT TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) [W ELECTRIC METER ingELECTRIC PANEL DISCONNECT SWITCH PREWIRE AND ROUGH -IN FOR CEILING FAN J AND LIGHT NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GH) 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. 7012010, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. SCALE: 1/8' -1' • 11x17 BLACKPOINT 1/4' - 1' • 22x34 ENABLED 0 Z >-OU�J m LL J J J � Q a $ a W p Z Q W � 0 0 j ❑❑❑❑❑ U Z O w w O w V /// XJ J Z QU UL z � o m _! 0 0 SW o z O o O = Nm m = w = o �o Z o g Z ` � 0 ISSUE DATE SEPTEMBER 2010 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 SHEET 4 ELECTRICAL PLAN d- I CD 0 I i� 3'-q" 2'-9" 3'-8" 2'-6" W3612 I W3330 I I W3030 REF. SPACE e 4" B.S.—., 136 3 - " 3'-02'35 " " '-0" FILLER STD. KITCHEN Man K•z•z zu =772 MIRROR FIELD VERIFY rn 4" B.S. M.C. 0 I co VS30BBH VS30BBH 1" BATHROOM 2'-9" 3'-8" 2'-6" W3624 1 W3342 1 W3042 REF. SPACE 4" B.S. B36 B33 B36 3'-0" 2'-9" 3'-0" �V FILLER ALT. KITCHEN c 2' A" " C" " A= 1• . i W3015 ■ BBC36L B12R 3'-3" 2'-6" '-0 STD. KITCHEN BOT. OF JB I i� C) I 2'-6" 3'-0" , 2'-6" BATH FILLER W1242R W3642 W3024 o MICROWAVE DOOR TO 4" B.S. COOKTOP UTILITY I 1111UlbL SB3U B12R 3'-3" 2'-6" 1'-0 ALT. KITCHEN OPEN TO SINK W/ DINING o, DISP " B.S. 24" D.W. o � I M SB42 B42 FILLER 3'-6" 2,-0j" FILLER 3'-6ql STD. KITCHEN 12" SHELF HANSEN BOX w = v=i in O ' o DRYER WASHER 1 r-! 14 1/2" x 16" DRYER VENT RECESS UTILITY ROOM STD. KITCHEN S LA N D 21 A" 's FILLER W1230R W3630 W3012 m > = MICROWAVE DOOR TO 0 4" B.S. ' B UTILITY RANGE io I M BBC36L B12R 3'-3" 2'-6" MICROWAVE OPT. FOR STD. KITCHEN TAMPA CIVIL DESIGN APB{F .x } y rs , JEREMY COUCH, RE 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 , c0uC, I�� FLORIDA BUILDING CODE, RESIDENTIAL. . •• NS ��"�lvQ; •��'� ••. '�� THE ENGINEER HAS NOT REVIEWED 'JNE PRE-ENGINEERED TRUSS MANUF. ♦t ? " LAYOUT TO DETERMINE ANY LOAD CC SEARING CONDITIONS AND RESERVES . Of W THE RIGHT TO MAKE ANY CHANGES = T %AFTER TRUSS LOAD INFORMATION IS �• '•,9p• ��� SUPPLIED TO THE ENGINEER. a . . •p, SEALED FOR STRUCTURE ONL Y 1/8' - 1' • 11x17 FM BLACKPOINT 1/4" - 1' • 22x34 ENABLED 0 Z Q 10 >-OUJJ m j J J J Q J Q SQ > W Q Z O Q � W m W U J O J _ _ = i ❑❑❑❑a U Z o w w O w CC V ` ' Y ' ` o: J J Z � Q QU LL Z a M J D Q o_z SW 0 = O9 N� m 2 w = O_ Q ` 2 z o g U Z J Z U 0 ISSUE DATE SEPTEMBER 2010 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 SHEET 5 INTERIOR ELEVATIONS d i a BUILDING 1 4 = d I a BUILDING 1 /471 = SECTION 1 -0 SECTION 1 -0 dd'_n" , n'_n" GIRDER TRUSS 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 Y M BEARING CONDITIONS AND RESERVES �� Q.�' E •• �i� THE RIGHT TO MAKE ANY CHANGES �� �C' E• 1AFTER TRUSS LOAD INFORMATION IS �• �, • g b•1r .. SUPPLIED TO THE ENGINEER. cr :WVol - SEALED FOR STRUCTURE ONL Y FM BLACKPOINT ENABLED Z Q J w U) Q U z Ir }=OU_j_j m LL J J J 0 J Q 0 > w�oz Q J W w J CC J m U LE O _ _ _ 2 (j)❑❑❑❑❑ U z 0 _ ^ W W O W 0 a Y ' ` J Z QQ U J L Z a m J 0 w Q OZ 00 O = Nm m T � W 1 = � g O S Z Z oZ J z 0 ISSUE DATE SEPTEMBER 2010 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 SHEET 6 BUILDING SEC TIONS 1 ST FLOOR HVAC PLAN 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 WVAC EQUIPMENT PER MANUFACTURERS RECOMMENDATION. DUCT BOARD EQUAL TO KNAUF 1 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 UL181 P. 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 (j _ EXHAUST FAN ® FAN `* + LIGHT ®= THERMOSTAT, MOUNTED AT 60" A.F.F = LENGHT OF DUCTWORK IN FEET RETURN _ TRANSFER 8"XNR LC�jtILL rGRILL SL30SQf#LY = GRILL 0 _ AIR MIXING BOX HEIGHT 12x17x17xHEIGHT A=23" G=13" 8=17" H=12" - AIR MIXING BOX 14x16x16x12xHEIGHT D21 =" J 15" AIR MIXING BOX E=15" N=11" ❑_ 23x23xHEIGHT F=15" 0=10" K=23"x23"x23" L=17"x17"x17" M=13"x 13"x 13" CARRIER SPLIT HEAT PUMP AIR HANDLER MARK: AHU UNIT MODEL NUMBER: FE4BNF003 SUPPLY FAN CFM/SP: 700-1225/.4 SUPPLY FAN HP: 1 /2 UNIT VOLTAGE: 208/230/1/60 UNIT DIMENSIONS HWD: 54x22x23 UNIT WEIGHT: 150 LBS HEAT STRIP KW: 10 HEAT STRIP MCA/BRKR.: 58.5/60 CONDENSER MARK: CU UNIT MODEL NUMBER: 25HBC336OA003 UNIT VOLTAGE: 208/230/1/60 UNIT MCA/BREAKER: 24.9/35 UNIT DIMENSION HWD: 45x31x31 UNIT WEIGHT: 225 LBS TOTAL COOLING BTUH: 33,800 SENSIBLE COOLING BTUH: 26,300 TOTAL HEATING BTUH: 34,400 SEER/AFUE 14.0/7.8 ARI# 3698872 CARRIER SPLIT FURNACE AIR HANDLER MARK: -- UNIT MODEL NUMBER: -- SUPPLY FAN CFM/SP: -- SUPPLY FAN HP: -- UNIT VOLTAGE: -- UNIT DIMENSIONS HWD- UNIT WEIGHT: -- HEAT STRIP KW: -- HEAT STRIP VOLTAGE: -- CONDENSER MARK: -- UNIT MODEL NUMBER: -- UNIT VOLTAGE: -- UNIT MCA/BREAKER: -- UNIT DIMENSION HWD: -- UNIT WEIGHT: -- TOTAL COOLING BTUH: -- SENSIBLE COOLING BTUH: -- TOTAL HEATING BTUH: -- SEER/AFUE -- SCALE: 1/8' ®1' TO 11x17 BLACKPOINT 1/4" - 1' w 22x34 ENABLED J IL cr w U) Q U Z Q >- O U J J m j J J J oJQQ� L� Q W p Z (r W �03 -1 LE 0 j ❑❑❑❑❑ U Z 0 (L w w O it w ♦� (f) V c� z J Q o J L Z a D m Jcr 0 W Q r) o z O = oNm m T � w go Z `` Z //♦0:5 <c o Z J Z O ISSUE DATE SEPTEMBER 2010 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 SHEET HVAC PLAN If I I0 p onowl �Ss U U W W W U k 36-0-0 o O I C10 C1 C3 C1 O O C3 7-0-0 SIMPSON MGT -\ O I B01 B02 SIMPSON MGT r7 Lr) (Z) I 00 N C1 C3 C5 E7 E7 E7 E7 E7 E7 E7 E7 7 E7 E7 E7 E7 E7 E7 E7 C5 C3 0 Q 0 Q o Q CD TIE BEAM T 9'-4" C3B co Q o Q CD Q C) Q 0 �C TIE BEAM 0 Q 0 Q NTEL (� 0 Q BC1J�LEV 0 Q 0 Q C'4 o Q C1 C3 C5 E7 E7 E7 E7 E7 E7 E7 E7 00 E7 CN d' E7 E7 E7 E7 E7 E7 E7 C5 C3 c1 0 � V12 I V8 I I 7-0-0 J CV 0 4 AT 9'-4" B vu C01 C1- W � W ekWZ6A601_ - 7-0-0 \\-SIMPSON MGT h TIE BEA TIE BEAM 1 AT 9'-4 AT 11'-4" 22-0-0 LINTEL 0 EL EV A 'Ss SIMPSON MGT—/ 11-4-0 TIE BEAM TIE BEAM AT 11'-4" AT 9'-4" 7-4-0 20-8-0 50-0-0 ALWAYS set trusses per the layout and drawings that accompanies the trusses at delivery. LEVATIONS A & B & C - 140MPH 7-0-0 i 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. 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 Nights, bearing do 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 MU 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 24, no blocking is applied. B. 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. p 11. k 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. 4 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 c=� 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 thgt you have reviewed this placement plan in its Entirety. Approved By Approval Date Requested Delivery Date Loading: 37 PSF, Shingle ; 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch :6.0 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 0 / 12 Design Method FBC-2010 / TPI-2007 ¢ T.C. Size 2 x 4 Wind Spy 140 mph / Exp. C Heel Hgt. 0-4-3 Mean Hgt. 15' Min. v Bearing 8" NOM. Building Cat. II Cantilever 0 Importance Factor 1.00 w Overhang 12" Enclosure Enclosed o O.H. Cut PLUMB Enclosure Lanai Partially Enclosed Spacing 24" O.C. Enclosure Entry Partially Enclosed Lumber SYP HTU26 = Typ. Single Ply Roof Truss W a S 0 9'-4" Brg. Hgt. ® 11'-4' Brg. Hgt a c� V) 0 All Bearinq Heights Above finished Floor Client : INLAND HOME BUILDING GROUP Project : Model: HALIFAX-1677 ELEVATION A & B z I Lot/ Subdivision/Street Address County : Date 12-13-10 Scale NTS Plan Date 10-23-10 Drawn By Sheet # 1 of 1 1 Probuild Job # TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70650 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 TIAL. THE ENGINEER HAS NOT REVIEWED ����� ••..... • C ♦ THE PRE—ENGINEERED TRUSS MANUF. •�\G E �� LAYOUT TO DETERMINE ANY LOAD ,BEARING CONDITIONS AND RESERVES k ; N 58 -:.THE RIGHT TO MAKE ANY CHANGES *AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. •13 0,� �OR1�P.` SS�Q .... • ��G SEALED FOR STRUCTURE ONLY 1/8w ®1' • 11x17 BLACKPOINT 1/4" - 1' • 22x34 ENABLED Z Q J a: IL Q 0 Z j-OUJJ m � J J J o-JQg> W < p Q Z Q U LL O W J 00000 U Z I 0 w w O w 0_ V) ♦� V C� J Z � ¢ J U. Z M J W Q O = 0 o CV m _ � w r Z Q ` d z C z J Z If# 0 ISSUE DATE SEPTEMBER 2010 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 SHEET T 1 TRUSS PLAN FA c I LC 50-0-0 14-0-0 U-) U r7 �Ss U U W w W U 36-0-0 C 0Io C1 C3 C1 0 I C3CD 7-0-0 MGT —\ U CUB U CI �1 B01 B02 SIMPSON \MGT--�SIMPSON D C00 C1 C3 C5 E7 E7 E7 E7 E7 E7 E7 77 E7 E7 E7 E7 E7 E7 E7�;� C5 C3 C1 M to C1 C3 C5 E7 E7 E7 E7 E7 E7 E7 77 CD E7 000 CN E7 E7 E7 E7 E7 E7 E7 C5 C3 C1 �I 0 I n 0 ¢ 0 ¢ 0 0 ¢ ¢ TIE BEAM T 9'-4" P Q C3B 0 ¢ 0 ¢ 0 ¢ 0 ¢ 0 ¢ TIE BEAM 0 ¢ 0 ¢ NTEL ® 0 ¢ LEV B 0 ¢ 0 ¢ N o ¢ V12 I V8 V4 I t 7-0-0 J N 0 4 AT 9'-4" F a B CO1 I C1 w 7-0-0 \\\—SIMPSON MGT I TIE BWC TIE BEAM AT 9'-4 AT 11'-4" 22-0-0 JLILLINTEL ®E EV A 'Ss SIMPSON MGT 11-4-0 TIE BEAM TIE BEAM AT 11'-4" AT 9'-4" 7-4-0 20-8-0 50-0-0 ALWAYS set trusses per the layout and drawings that accompanies the trusses at delivery. TRUSS LAYOUT - ELEVATIONS A x 7-0-0 1 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. 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 MU 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 bads 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 SCSI—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 a plant. Truss delivery will be on the agreed upon date with truss plant. a 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 ovoiloble location at our drivers 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 tack charges or crone 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 plop in its Entirety. Approved By : Approval Date : Requested Delivery Date Loading: 37 PSF, Shingle ; 20 TCLL, 7 TCDL, 0 BCU, 10 BCDL DOL=1.25 T.C. Pitch :6.0 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 0 / 12 Design Method FBC-2010 / TPI-2007 T.C. Size 2 x 4 Wind Speed 150 mph / Exp. C Heel Hgt. 0-4-3 Mean HgL 15' Min. U Bearing 8' NOW Building Cat. II Cantilever 0 Importance Factor 1.00 � Overhang 12' Enclosure Enclosed O.H. Cut PLUMB Enclosure Lanai Portally Enclosed Spacing 24' O.C. Enclosure Entry Partially Enclosed Lumber SYP HTU26 = Typ. Single Ply Roof Truss W W U U rn R 0 9'-4' Brg. Hgt. ® 11'-4' Brg. Hgt. Above Finished Floor Client : INLAND HOME BUILDING GROUP Project : Model: HAUFAX-1677 ELEVATION A & B Lot/ Subdivision/Street Address : County Date : 12-13-10 Scale NTS Plan Date 10-23-10 Drawn By Sheet # 1 of 1 1 Probuild Job ,�IIII11111 7 TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER 8 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE W17H 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 4-.T AFTER TRUSS LOAD INFORMA77ON IS SUPPLIED TO THE ENGINEER. Cdo �New SEALED FOR STRUCTURE ONLY `S/CN .••� o '•JICCI111 �Gt 1/8' -1' • 11x17 1/4' -1' • 22x34 / BLACKPOINT ENABLED Z Q J 0 m 0LL J U J � J a:Z � m W U � O J � U Z n -• I.a� w � w N O LA D: �_ ♦� V (9 x W J J Z Q QU LL Z 0 O Cr W W N Z O Mir o0 NM m 2 � w �_ Of Z Q % a-Z 05 _I Z O ISSUE DATE SEPTEMBER 2010 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 SHEET T2 TRUSS PLAN 1 '" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING N w a 0 3 4" THICK 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 TEXTURED 177 Ste = -0 THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FLORIDA BUILDING CODE R703.6.1 AND ASTM C926. FINISH DTI. TYPICAL ROOF ALUM. SOFFIT VENT 1 X6 SUB FASCIA MTL. DRIP EDGE 2X6 FASCIA B SOFFIT DETAIL NO SCALE QOOF VENT DTL. NO SCALE TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER rY 7VM I HEREBY CERTIFY THAT I HAVE ���i REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE oo "l M �Y Co i c WITH SECTION R301 OF THE 2010 ���`�fi��: C, E N S F'•: y '••• FLORIDA BUILDING CODE, ��� RESIDENTIAL. �� �. �, S 7065 No * S THE ENGINEER HAS NOT REVIEWED * :'HE PRE-ENGINEERED TRUSS MANUF. LU LAYOUT TO DETERMINE ANY LOAD =�; • T OF EARING CONDITIONS AND RESERVES ��� �`�• •' C? ��� .� THE RIGHT TO MAKE ANY CHANGES �� AFTER TRUSS LOAD INFORMATION IS F ���'�?♦ foil#I1list%�� SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y SCALE: 1/8' - 1' • llx17 02 BLACKPOINT 1/4" - 1' • 22x34 ENABLED Z Q J W F_ 00 Q U Z a 0 J m -1 J J J U. J Q W � p z w Q Q W J J m0LLO� ❑❑❑❑❑ U z 0 a W M w O W a: 0 Y J " J Z � Q J LL Z a" M W c� SW Q O z `• O o O = Nm m _ =M c) o Z mbk �Z a oz J z 0 ISSUE DATE SEPTEMBER 2010 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 SHEET Dl 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 11 WIND EXPOSURE INT. PRESSURE COEF. +/- 0.18 ROOF HEIGHT 15 ROOF DL EXPOSURE ADJ. COEFF. 1.21 ALL WINDOWS AND WALK DOORS SFUU:L- 10 42.7 -57.1 15 .7 20 40.8 -53.2 25 .4 30 39.9 -51.5 40 39.1 -50.0 45 7 -4 .1 50 38.2 -48.2 100 1 36.3 1 -44.4 Soo 1. MMMUIA 56 7.7 38.!7144.1 112 36.2 COMPONENTS AND CLADDINGS ROOF 10 24.6 -100.6 20 4 50 19.5 -85.3 10 1 -78.8 WALLS AREA (SF) POSITIVE (PSF) NEGATIVETPS171 10 42.7 -57.1 20 40.8 -53.2 50 8. 100 36.3 -44.4 00 1.8 - 5.5 OVERHAW31S (PSF) -133.83 CONNECTOR SCHEDULE UPLIFT CAPACITIES ARE BASED ON SOUTHERN YELLOW PINE (S.YP.) LIN EBB NOTED OTHERWIISE SIMPSON ID OTY. 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) 1AN2 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) 5l8" A.T.R.- (18)-5D#10x1 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 (31PLY MEMBER) 10530 (2) 3/4" A.T.R.** W/ (16) 10d T13 1 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)10D T20 1 ST6224 2540 T21 (3) HTS20 4350 (72)1OD 1 1/2" OR (72) 1OD T22 (4) HTS20 5800 (96) 1OD 1 1/2" OR (96)1OD T23 (1) LGT2 2050 (30)16D SINKERS T24 (1) LGT3-SDS2.5 3685 26) 16D SINKERS (12) SDS 1/2" 1/2" T25 LGT2 2050 T26 (1) LGT3-SDS2.5 3685 (26) 16D SINKERS & (12) SDS 1/4"x2 1/2" WOOD TO MASONRY UPLIFT LESS THAN 1810# USE SIMPSON HETA20 OOD TO WOOD UPLIFT LESS THAN 145U# MOKt I HAN 4=9 KtUUIKt HT520 WI CONC. 8" WIDE TIE -BEAM USING SIMPSON EPDXY -TIE DENOTES ALL THKEAU Ruu I u Est hmtstuutu 12" MIN. AND SECURED W/ PIMPSON SET EPDXY OR FQ1 JAI - 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 CODE RESIDENTIAL 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 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 A185) 4.5 LAP SPLICES AND HOOKS SEE TABLE. 5. MASONRY I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 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. j TRUSS NOTE 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. ROOF FLASHING NOTES: 26 GAUGE GALVANIZED STEEL FLASHING FLASHING TO BE DONE AT: A: ALL ROOF TO WALL 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: 7116" 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.) 518" 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 �% Y CC .. No 7 �90�% STA 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 CER7IFY THAT I HAVE REVIEWED 7HE ATTACHED DESIGN. AND FIND IT TO BE IN COMPLIANCE 107H SEC71ON R301 OF THE 2010 FLORIDA BUILDING CODE: RESIDEN71AL THE ENGINEER HAS NOT VPREVIEWED THE PRE-ENGINEERED 7RUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMA71ON IS SUPPLIED TID THE ENGINEER? SEALED FOR STRUCTURE ONL Y w W U Z Q cr_ U U � J JJ -� LL J aQSQ W 0 Z W _jJ W a:J ULLO ❑❑❑❑❑ U Z c Jw w w O w C Z J � Q o z J j >_ Im 00 U � I -I --I O N Z J O F- N � m _ 3-w 3-:2 Q ao Z Z Q o z U - Z U ISSUE DATE APRIL 2006 REVISION DATE 06116109 0412012012 SHEET S1 STRUCTURAL DETAIL 9 STORY NOMPH ELEV AT 0'-0" 1 ST FLOOR FF 1/2" DRYWALL -- WOOD BASE- - TYPICAL AT LOAD BEARING FRAME WALLS 1/2" ANCHORS WITH 2" WASHERS @ 24" O.C. ANCHOR BOLTS SHALL BE SPACED @ 24" `- LIVING- ' O.C. IF WALL IS BEARING FOR BOTH ROOF �- AND FLOOR. n d� 4,1 d\// 6" LAPPED AND \ TAPED 6" MIL. V.B. \\/\\\ \ ° ° \\\/\\\� (2) #5 REBAR CONT.ON #3 WIRE CHAIRS @ 6'-0" O.C. TYP. SOIL TO BE TREATED FOR TERMITES OR UTILIZE BORAGARE TERMITE TREATMENT TO ALL WOOD C-OMP0NENTS a FINAL FRAME STEP DOWN AT WOOD FRAME 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. 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 - -4" CONC. PATIO SLAB 1 _ ELEV AT 0'-0" _ — - ° t 1ST FLOOR FF -Z d p 4 - - — 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" r/ 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" _ 1STFLOOR FF —T°—-��I----°-- O O 4 ° //\// /\\ U) U) ° e 4 d \/\\� , !.N ° TAPED P6" MILED D .B. t- (2) #5 CONT. 3" SOIL TO BE TREATED FOR TERMITES CONC. COVERAGE OR UTILIZE BORAGARE TERMITE TREATMENT TO ALL WOOD CIOMPONENTI-5 a FINAL FRAME.- —l'-4" SINGLE FLOOR LOAD BEARING V-8" SECOND FLOOR LOAD BEARING W/ (3) #5 CONT. (@ 2 STORY) INTERIOR BEARING 8 WALL FOOTING - DOOR - SEE FLOOR PLAN FOR SPECS 4 THRESHOLD IN FULL % BED OF CAULK fM z - et 4 e- COLD JOINT SEE FOUNDATION PL\\\�///��\//!\//\\ FOR FOOTING SPECS EXT. OUTSWING DOOR DTL 14 N.T.S ELEV AT 0'-0" 1ST FLOOR FF SIMPSON HETA20 TYP. --INSULATION R-30 1'-0' i KNOCK -OUT BLOCK WITH (1) #5 ROD CONT. IW 10 z (1) #5 REBAR CONT. FROM FTG. TO KNOCK w OUT BLOCK TIED @ 25" ABV. SLAB & POURED v SOLID WITH CONCRETE TYPICAL ALL LL TEXTURED CEMENT —,CORNERS. w FINISH 001. 1X2 PT FURRING CONT. -1/2" DRYWALL > Z' WOOD BASE _ CV i ELEV AT U-0" - — -— .-._- — —— - _- ... < �� 1ST FLOOR FF �- ;DI _ - GRADE °Q X/\\�/ , / 6" LAPPED AND 4 �A� �� /\� �\/ _ � TAPED 6" MIL. V.B. -; TWO STORY NOTE: SOIL TO BE TREATED FOR TERMITES - - WHEN TWO STORY- OR UTILIZE BORAGARE TERMITE W (2) #5 REBAR CONT. ON - 1-4« '4« FOOTING SHALL BE V-8" TREATMENT TO ALL OOD #3 WIRE CHAIRS @ - X V-8" W! (3) #5 CONT. 6'-0" O.C. TYP. 3 TYPICAL ONE STORY SECTION AT HOUSE SEE DETAIL 1 /S7 FOR TWO STORY SLOPE.__- - � 6" LAPPED AND -- �\\//\\//%\/// TAPED 6" MIL. V.B. (1) #5 REBAR CONT.-- - -' SOIL TO B@ E TREATED FOR TERMITES #3 WIRE CHAIRS OR UTILIZE BORAGARE TERMITE @ 6'-0" O.C. TYP. TREATMENT TO ALL WOOD COMPONENTS a FINAL FRAME THICKENED SLAB AT ENTRY STOOPS, AND LANAI SLABS - GRADE 00 1X2 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 & POURED SOLID ELEV AT 0-0 WITH CONCRETE. 1ST FLOOR FF - — - -- -- - —�---T -- a 6" LAPPED AND TAPED 6" MIL. V.B. ON SOIL TO BE TREATED FOR TERMITES 1.�« #3WI REBAR CHAIRS @T. 6- OR UTILIZE BORAGARE TERMITE O.C.WIRE CHAIRS @ 6'-0" O.TYP. TREATMENT TO ALL WOOD STEP DOWN AT CONCRETE 9 BLOCK BEARING WALL 1/2" DRYWALL - WOOD BASE ELEV AT 0'-0_" _ 1ST FLOOR FF i 6" LAPPED AND TAPED 6" MIL. SOIL TO BE TREATED FOR TERMITES V.B. 8« OR UTILIZE BORAGARE TERMITE 8" -fi TREATMENT TO ALL WCOOD #5 REBAR CONT. ON #3 WIRE nOMPONENTS ap FINAL FRAME CHAIRS @ V-0" O.C. TYR INTERIOR NON -BEARING WALL d / V ° / p ° M 0 W _ d °p a ° V ° d � e ° d e d p EMBEDDED ° 4 d p ° LAP SPLICE ° ° a p ° T p 4 p d _ � p ° d p p U d d 4 a 4 4 ° _ _ 43 = 2-1/2" pd 4 p ° pd U p #4 = 2-1/2" q ° p #5 = 2-1/2" 1 d - "B" STANDARD 90° HOOK STANDARD 1800 HOOK REBAR LAP EMBEDMENT AND HOOK SCHEDULE 10 FOOTING AT STEP DOWN - 50 9 SLOPE - EXTR. BLK. WALL 13" WIDE X 3/4"- --- -.. BEYOND DEEP PITCH SLAB EXPANSION JOINT TO DRIVE CONCRETE DRIVE -GARAGE i. TO STREET ELEV AT 0'-0" 1ST FLOOR FF — —-- p a- p I 4 4 � SLAB RECESS AT GARA E DOOR 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 1,7/8 4 "B" C. » 7» »D» 2»A4" 4 B/4 9 1/4 8» #3 � 2 1 /2 5 5/8 9 1 /2 20 3" 5 5/8 12 1 /2 24 #5 31/8 7 11 3!4 25 3 3/4" 7 15 1!2 30 � 3 314 8 7/16 14 30 4 1/2" 8 7/16 18 1 /2 36 #7 4 3/8 913/16 16 1 /2 35 5 1 /4" 913l16 21 3!4 42 #8 _ _ _ _ 8" 11.25 24 3/4 4$ #9 _ 9" 12.66 28 54 #11 _ lilt15.46 341/4 66 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" 3'-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 90' HOOK, + (2 STORY, 1 STORY) RESPECTIVELY --MASONRY WALL — OF BUILDING n. - ; --(1) #5 CONT. ---PAVERED POOL DECK -L/2 MIN- --- ; �- 4" SLAB r> � n. 5THICK SLAB A. BAR AL 6C� WELL COMPACTED CLEAN FILL SOIL PER LOCAL BUILDING RESTRICTIONS HORIZONTAL DUR-A-WALL - --(1) #5 VERTICAL EA. COURSE (B) INCHES O.C. #5 DOWEL HOOK, EA. VERT: (C) #5 CONTINUOUS i GRADE* O ! og SOIL TO BE TREATED FOR TERMITES OR UTILIZE BORAGARE TERMITE TREATMENT TO ALL WOOD ' 4 - - (1) #5 Q (D) O.C. CONCRETE W NOTE: ,;1 ADJACENT STRUCTURES SHALL BE "L" DISTANCE FROM RETAINING WALL. FOR ALL WALL LESS THAN 2'-8": USE 2'-8" "2GRANULAR IF WALL EXIST ABOVE 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. 51 WATER TABLE SHALL BE W+G+H BELOW ✓ TOP OF GRADE*. ALL CELLS FILLED SOLID W/ 3000 PSI GROUT. RETAINING STEPWALL DETAIL (SIMPLY SUPPORTED) Non U) TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (873) 482-9128 FAX JEREAIYCOUCH, P.E. PROFESSIONAL ENGINEER 0 70650 I HEREBY CERTIFY THAT ! 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 ONLY 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" 3'-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 90' HOOK, + (2 STORY, 1 STORY) RESPECTIVELY --MASONRY WALL — OF BUILDING n. - ; --(1) #5 CONT. ---PAVERED POOL DECK -L/2 MIN- --- ; �- 4" SLAB r> � n. 5THICK SLAB A. BAR AL 6C� WELL COMPACTED CLEAN FILL SOIL PER LOCAL BUILDING RESTRICTIONS HORIZONTAL DUR-A-WALL - --(1) #5 VERTICAL EA. COURSE (B) INCHES O.C. #5 DOWEL HOOK, EA. VERT: (C) #5 CONTINUOUS i GRADE* O ! og SOIL TO BE TREATED FOR TERMITES OR UTILIZE BORAGARE TERMITE TREATMENT TO ALL WOOD ' 4 - - (1) #5 Q (D) O.C. CONCRETE W NOTE: ,;1 ADJACENT STRUCTURES SHALL BE "L" DISTANCE FROM RETAINING WALL. FOR ALL WALL LESS THAN 2'-8": USE 2'-8" "2GRANULAR IF WALL EXIST ABOVE 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. 51 WATER TABLE SHALL BE W+G+H BELOW ✓ TOP OF GRADE*. ALL CELLS FILLED SOLID W/ 3000 PSI GROUT. RETAINING STEPWALL DETAIL (SIMPLY SUPPORTED) Non U) TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (873) 482-9128 FAX JEREAIYCOUCH, P.E. PROFESSIONAL ENGINEER 0 70650 I HEREBY CERTIFY THAT ! 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 ONLY + (2 STORY, 1 STORY) RESPECTIVELY --MASONRY WALL — OF BUILDING n. - ; --(1) #5 CONT. ---PAVERED POOL DECK -L/2 MIN- --- ; �- 4" SLAB r> � n. 5THICK SLAB A. BAR AL 6C� WELL COMPACTED CLEAN FILL SOIL PER LOCAL BUILDING RESTRICTIONS HORIZONTAL DUR-A-WALL - --(1) #5 VERTICAL EA. COURSE (B) INCHES O.C. #5 DOWEL HOOK, EA. VERT: (C) #5 CONTINUOUS i GRADE* O ! og SOIL TO BE TREATED FOR TERMITES OR UTILIZE BORAGARE TERMITE TREATMENT TO ALL WOOD ' 4 - - (1) #5 Q (D) O.C. CONCRETE W NOTE: ,;1 ADJACENT STRUCTURES SHALL BE "L" DISTANCE FROM RETAINING WALL. FOR ALL WALL LESS THAN 2'-8": USE 2'-8" "2GRANULAR IF WALL EXIST ABOVE 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. 51 WATER TABLE SHALL BE W+G+H BELOW ✓ TOP OF GRADE*. ALL CELLS FILLED SOLID W/ 3000 PSI GROUT. RETAINING STEPWALL DETAIL (SIMPLY SUPPORTED) Non U) TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (873) 482-9128 FAX JEREAIYCOUCH, P.E. PROFESSIONAL ENGINEER 0 70650 I HEREBY CERTIFY THAT ! 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 ONLY (SIMPLY SUPPORTED) Non U) TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (873) 482-9128 FAX JEREAIYCOUCH, P.E. PROFESSIONAL ENGINEER 0 70650 I HEREBY CERTIFY THAT ! 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 ONLY Z Q }:.OUJJ � � J J J W J � Q p 0 > Q Z J Z Q Oj W mU�i U Z � CL w cif Q w �n O � w ISSUE DATE APRIL 2006 REVISION DATE O6/96/09 0412012012 SHEET S2 STRUCTURAL DETAIL S I6 � S.P.F. STUDS AT 16" O.C. TOP TIC OCA\A ID COMMON 16" O.C. ) 10D DMMON MPSON SP2 ONC. BLK WALL 1/2" DIA. ANCHOR BOLTS AT 24" O.C--- W/ NUT AND WASHER. (1) SIMPSON SP1 TYP: 5E 1/2" DIA. A.B. OR SIMPSON TITEN HD /8" X 6") @ 24" O.C. 2" DIA. X 10" W/ 1 1/4" BEND ANCHOR DLT @ 24" O.C. MIN. EXT. & 24" MIN. IT. USE 2" DIA. X 1/8" WASH. EMBED A IN. OF 6" INTO CONCRETE CELL TO FILLED W/ CONC. TO FOOTING. SIMPSON SP1 @ EA. STUD. 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. Nm I e EMBED ACI STD. HOOK IN FOOTING +! d 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. OUT _ ELEV AT 0'-0" 1ST FLOOR FF 4 (SEE PLAN) REINFORCED CELL DETAIL LOAD BEARING OR N EXTERIOR WALL II II CV i11 2X STUD 8" C. M. U. 1X P.T. STUD �- #5 VERT. IN FILLED CELL i -1/2" DIA. ANCHOR BOLTS AT 24" O.C. W/ NUT & WASHER OR TITEN HD. 2X P.T. PLATE d• ° n d • 9 a d e a d o A ° da d a GRADE 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 WASHERS OR EQUAL. PLATE PLUS HORIZ. BLOCKING AT 48" O.C. 2X4 P.T. PLATE e�NA 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" 6 8" 7 5/8" 8" ILJI I I ILJI — SOLID AREAS I L J I I— SOLID AREAS r I ARE STEEL AND r I� ARE STEEL AND INTERIOR GROUT I L J I I r I/ GROUT LJ ( LJ WALL SAW CUT SAW CUT I I FULL 8X8X16 % TO 10 1/2" I I TO 10 1/2" BLOCK �F 7 — -�-III--�-I —DOOR OPENING— DOOR OPENING— }L�■ } — DOOR OPENING ' J r L I I \�--FILL THIS CAVITY \---FILL THIS CAVITY I ■ I \ - FILL THIS CAVITY I — WITH GROUT FROM I I WITH GROUT FROM — WITH GROUT FROM EXTERIOR-J I r 1 I FINISHED FLOOR I I- I FINISHED FLOOR I F -I I FINISHED FLOOR WALL L J ( GRADE TO LINTEL II L J I GRADE TO LINTEL L J GRADE TO LINTEL ABOVE r — ABOVE I I ABOVE Ir�I IF-1 Ir�l I il6Ii I 1ST 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. 2 )MASONRY DETAIL KNOCK -OUT BLK. W/ #5 CONT. FILL CELL W/ CONC. V-0" 8 7/8" ACTUAL 2" X 6" WHEN TRUSS HAS 2" X 4" TOP CHORD 2" X 6" TOP CHORD METAL FASCIA 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. EXISTING FOOTING RETROFIT DOWEL DETAIL PRECAST LINTEL-REG. OR RECESS LINTEL COURSE—, ( AS NEEDED FOR TRANSOM HEIGHT FRAME INFILL AROUND WINDOW �I �' ►I -TRANSOM-- \ \ II / OPENING \ II / 1 II I) PRECAST RECESS LINTEL (FILLED) II II VDOOR II OPENIN� II LINTELS AT ENTRY DOOR WITH TRANSOM REBAR IN REBAR MAX SPAN ALLOWABLE MARK SIZE LINTEL IN KO CONFIGURATION (FT) LOAD (PLF) PC1 8"x8" 145 NO KO PRECAST LINTEL FILLED SOLID 6'-0" LINO PC2 8"x12" 1-#5 NO KO FILLED PRECAST WITH 4" HALF BLOCK 14'-0" UNO 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 TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAAfPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX ot I JEREMYCOLACh P.E. (G�� . • • •.0 •' CEN' ��E�ROFESSIONAL ENGINEER x 706M .C� . • No : THE ATTACHED AND00ITVBEN MI'M S�fldd RJOf • O= fumve1R& ;0: (� •: • � .� THE EI1fiiE9t HAS NOT "•;ass ....° G�`;� IIA"w w AM LIM BEAIMiI@ U Z Q 0 90j� m � J � J J Q a �Q W z J W m0IJi0? :) _ _ _ co ❑ ❑ ❑ ❑ ❑ U Z � n 1.L J Q w Of w O f w w ~ r� V Q 2 Of J Q Q � 0 z = O L 0 m r C" 00 w U Nz Oo O "m _ d" o Q VJ r r Z z Q05 U z_ J Z 0 ISSUE DATE APRIL 2006 REVISION DATE 06116109 0412012012 SHEET S3 STRUCTURAL DETAIL S ffirIww To SEALED FOR STRICTURE ONLY EXTERIOR WINDOW FRAMING CONNECTION DETAIL HEADER DETAIL 10D COMI @ 16" OC (4)10D— COMMON (2) 1 CON TOP PLATE FASTENERS SIMPSON HD38 W/ 5/8" DIA A.B. OR A 5/8" DIA EXPANSION ANCHOR • (3) 10D COMMON EA. SIDE OF JOINT STUDS @ 16" OC 16D OMMON 4'9D COMMON 16" OC MPSON H6 16D COMMON @ 16" OC (2) 3/4" DIA THRU BOLTS 4 STUD CORNER STRAPPING INFORMATION ur r )N C sor 'ENI HAN TO -A. EI .� . _. . OPENINGS GREATER THAN 3'-0" EXTERIOR DOOR FRAMING CONNECTION DETAIL (4) 16D /�� DOUBLE COMMON TOP PLATE `ISN )t • • ON PT BOTTOM PLATE (2) 8D COMMON (2) 8D COMMON DOUBLE END STUD DOUBLE ---(2) 16D TOP PLATE COMMON (3) 8D COMN END STUD INTERIOR TOP PLATE FASTENER SCHEDULE WIND LAPSPLICE NAILING @ SPLICE ALL OTHER NAILING 140-150 MPH (EXPOSURE C 24.E 2-ROWS 10D @ 6" O/C 10D @ 8" O/C INTERIOR WALLS 140-150 MPH (EXPOSURE C EXTERIOR WALLS) 24„ 2-ROWS 10D @ 3" O/C 10D @ 8" O/C PT BOTTOM PLATE 12D COMP @ 12" OC (2) 8D— COMMON (4) CO --(5) 1OD COMMON 4 STUD CORNER `D COMMON 16" OC 8D )MMON CONDUIT 1 1/2" OR GREATER SIMPSON #SS3 SIMPSON #SS1 STUD SHOE FOR EXTERIOR & BEARING WALLS INTERIOR HEADER (NON -BEARING) GENERAL WOOD ATTACHMENT DETAILS (4) 16D COMMON (2) 2X4 W/ 1/2" PLYWOOD SPACER 16D COMMON @ 8" OC 10D COMMON @ 12" OC (2) 2X4 LAMINATIONS W/ (1) ROW OF STAGGERED 10D COMMON WIRE NAILS (D=0.148, L=3") OR EQUAL 1 1/4! (3) 2X4 LAMINATIONS W/ (1) ROW OF STAGGERED 30D COMMON WIRE NAILS (D=0.207, L=4 1/2") OR EQUAL S`1\AMQl1A1 nc-ic nA" n n (3) 2X6 LAMINATIONS W/ (2) ROWS OF STAGGERED 30D COMMON WIRE NAILS (D=0.207, L=4 1/2") OR EQUAL NOTES: 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 3) EACH 30D COMMON NAIL MAY BE REPLACED W/ (2) 16D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C. SAME NUMBER OF ROWS, SAME SPACING) 4) FOR 4-PLY, PROVIDE 1/4" DIA. X 5 1l2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 5) FOR 5-PLY, PROVIDE 1/4" DIA. X 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS WOOD POST DETAIL c WOOD BEAM SEE PLAN SIMPSON MTS12 + (2) 16D COMMON TOENAILS @ EA. TRUSS USE (2) SIMPSON CS16 (AT CORNERS USE (1) SIMPSON CS16 @ EA. EXTERIOR FACE.) W/(4) 16D COMMON TOENAILS FROM BEAM TO COLUMN U.N.O. @ 04 USE ABU44 U.N.O. @ 6X6 USE ABU66 (2) 16D COMMON TOENAILS @ EACH TRUSS REQUIRED REGARDLESS OF STRAPPING SEE UPLIFT SCHEDULE NOTE: SP2'S ARE NOT REQUIRED IF SP4'S ARE USED FOR EACH STUD. TRUSS CONNECTION AT FRAME WALL. (2) SIMPSON L (18) 1OD NAILS ON HEADER SP4 W/ (6) EACH )R PLAN FASTEN WALL SHEATHING A ALL AROUND SIMPSON HTT HEADER DETAIL (SPAN GREATER THAN 4'-0" OR GIRDER TRUSS BRG. POINT) TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX ttli f 1111/l, JEREMY COUCH, P.E. P LCFItTNY THAT `�jEM E So .�� I�I�Y 1 HIrE • 8 -OQWUAM Z WM SWM RM = _ ; * _ OF WE 2010 FLO DA M LOM RESaEN711AL %o �• S rE 0E� ( •�/�: IDISBEENOM HAS NOT R t MW UAKF. LAYOUT TO S,7O • NG � DEIZIUM ANY LOAD al[ARW •,,NA L �N GbI+DfT1ONfS AM ItEEM 7W 'In RIa1T MAKE ANY CHANGO AFMt YAM LOAD ##V MIAAaN 6 SIPFLIID TO U Z Q 10 }=OUJ0 m -i J _3 J J Q2 W Q p Z J a W m 0 1 0 j D�__� ❑ ❑ ❑ ❑ ❑ U Z J Ld w w O w Of W !� V Q = o: Z Q>_C J Q Q � w O z m OLo a 0 m U) r W 0No w �N_z O o 0 _ d" Nm m Q n coV, r r o Of Z r M z o g Q U z J Z 0 ISSUE DATE APRIL 2006 REVISION DATE 06116109 0412012012 SHEET s4 TRUCTURAL DETAIL SEALED FOR STRUCTURE ONLY 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 @ INTERSECTING BLOCKING AND (1) SIMPSON LSTA12 TO 2X6 VERTICAL BRACE. - - - — PRE-ENGINEERED 1'-0" bol TRUSSES @ 24" O.C. APA RATED SHEATHING. SEE MAX. NAILING SCHEDULE TABLE FOR ___ 1/2" CEILING GYM BD W/ 5D COOLER NAILS ATTACHMENT. U.N.O. CJ - 7" O.C. OR EQUAL, DIAPHRAGM AREA. (4 (1) SIMPSON LSTA12 w BAY OR 8' FROM MASONRY WALL) -2X4 BLOCKING ATTACHED W/ Cw (2) 16D TOENAILS EACH END, UNO. 2X6 SYP. #2 ATTACHED TO INTERSECTING 2X4 CATHEDRAL BLOCKING W/ (5) 101) NAILS. 1/2" CEILING GYPSUM BD OVER 7/16" NOMINAL APA (1) SIMPSON LTA2 48" O.C:- -"�"'� FLAT APPROVED SHEATHING. ATTACH SHEATHING ATTACHED TO BOTTOM W/ 8D NAILS 4" O.C. BOUNDARY, EDGES AND FIELD. CHORD OF GABLE. 2X4 BLOCK (3) 10D NAILS EACH END. 8" MASONRY WALL NOTE: CROSS BRACING W/ (1) #5 REBAR CONT. 1/2" GYM BD AND ALL BLOCKING TO BE IN KNOCKOUT COURSE. REPEATED 48" O.C. TYP. GABLE END WITH FLAT CATHEDRAL APA RATED SHEATHING. S 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 CHORD 2X4 BLOCKING ATTACHED W/ (2) 16D TOENAILS EACH END, UNO. FLAT OR CATHEDRAL /2" GYM BD 1/2" CEILING GYM BD W/ 5D COOLER NAILS 7" O.C. OR EQUAL, DIAPHRAGM AREA. (4 BAY OR 8' FROM MASONRY WALL) (1) SIMPSON LSTA12 (TYP) OR PROVIDE 2X4 CONTINUOUS ADJACENT WITHIN 6" OF BLOCKING 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 PRE -ENGINEER ..... ..... _... k—/ .—_ . .-.. v .... IYIIIYIIYIVIYI 1^-t 11\VJJ ul1kr%V1/14V TRUSS BRACING OVERLAP DETAIL SEE NAILING SCHEDULE TABLE FOR ATTACHMENTS 1'-0" APA RATED SHEATHING. SEE-- 1 MAX. 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. APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. 00. 2X4 DIAGONAL ATTACHED W/ (4) 10D NAILS @ INTERSECTING BLOCKING. PRE-ENGINEERED TRUSSES @ 24" O.C. 1/2" CEILING GYM BD W/ 5D COOLER _ NAILS 7" O.C. OR EQUAL, DIAPHRAGM AREA. (4 BAY OR 8' FROM MASONRY WALL) y--2X4 BLOCKING ATTACHED W/ (2) 16D TOENAILS EACH END, UNO. FLAT OR CATHEDRAL NOTE: CROSS BRACING 1/2" GYM BD AND ALL BLOCKING TO BE REPEATED 48" O.C. TYP. TYPICAL MASONRY GABLE END SEE NAILING SCHEDULE TABLE FOR ATTACHMENTS 1'-01, 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)10D NAILS @ INTERSECTING BLOCKING. 1/2" CEILING GYM BD W/ 5D COOLER NAILS (1) SIMPSON LSTA12---- - 7" O.C. OR EQUAL, DIAPHRAGM AREA. (4 EACH END OF "L" BRACE. BAY OR & FROM MASONRY WALL) 2X4 #1, 2X6, OR 2X8 SYP. #2 -�__ _ 2X4 BLOCKING ATTACHED W/ @ 16" O.C. SEE FLOOR PLAN (2) 16D TOENAILS EACH END, UNO. FOR SIZING OF STUDS. (1) SIMPSON H1 2X BLOCKING @ ALL SHEATHING SEAMS, USE NOTE: CROSS BRACING EDGE NAILING SCHEDULE. FLAT OR CATHEDRAL AND ALL BLOCKING TO BE REPEATED 48" O.C. TYP. ATYPICAL FRAME WALL GABLE END HOOK TO MATCH ROOF PITCH MIN. HOOK LENGTH SEE FLOOR AND —ROOF LINE FOUNDATION PLANS FOR PLACEMENT OF VERTICAL FILLED CELL CEILING PITCH TO BE 1/2 12 OF ROOF PITCH OR LESSER 8" MIN. RAKED BEAM-� i \ 4__ VARIES 12 TOP OF RAKED BEAM ❑ VARIES/2� --#5 CONT. W/ 3000 PSI CONCRETE CEILING DIAPHRAGM �� FILLED (SEE LAP SPLICE TABLE) VERTICAL FILLED CELLS @ 48" O.C. FOR GABLE WALLS EQUAL OR GREATER THAN 12'-0". PROVIDE INTERMEDIATE BOND BEAM @ l l'-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 1'-01, MAX. BRACING PER TRUSS --- ENGINEERING APA RATED SHEATHING. SE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR OUTRIGGER (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. APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT U.N.O. PRE-ENGINEERED TRUSSES @ 24" O.C. 0 v ---1/2" CEILING GYM BD W/ 5D COOLER NAILS 7" O.C. OR EQUAL, DIAPHRAGM AREA. (4 BAY OR 8' FROM MASONRY WALL) i-2X4 BLOCKING ATTACHED W/ (2) 16D TOENAILS EACH END, UNO. FLAT OR CATHEDRAL —1/2" 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 alp° OR VERTICAL. g0 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. �_`IX4 MIN. BRACING (AS REQUIRED BY HIB-91) W! (2) 1 OD NAILS @ INTERSECTING WEBS CLB BRACING AT 20' MAXIMUM INTERVALS CAS CLB DIAGONAL BRACE-- CONTINUOUS CORD REQUIRD BY HIB-91 BRACING 1X4 MIN. 20'-0" 20'-0"_4 10 awl xz 1-cl Ilk CL 'v o � Z w a �r m 4� a ITTTT was-1 i F$ Lu., TOP AND BOTTOM CORD GABLE END. - BRACING AT 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES. 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. GABLE AND CLB BRACING DIAGRAM 1 O TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX , COt jc PROFESSIONAJEREAfYL ENQINEER A' 705" �%%�'SMY ,% ...... E •'•. , ++„ N S 1 momy t.Enry riUT 1 FUME +a MWIDI D 7W ATTAQW Z . o 70 `r * DEWAND FAD 1T 70 BE m - * • : OOAPt 4mz writ Sw7m Rm OF IM 2010 RAMA etKOM - Z. � RESVEMTIAL ���0 ;• '1 ��� EE FUS NOT ` P •� .-i • 1 OR �•' ��� TRUSS YAMIF. LAI►GI/T 70 �♦ S' •'•••••• ' BONA%-� DE7EM06 ANY LOAD REARM 0001'1 W ANC RE59MM 7W �►i9IN411140% ROff 70 MAKE ANY CHAAIfitES AFM 1R1/ss LOAD M 7m EMBER SEALED FOR STRUCTURE ONL V U Z Q 0 j: 0 U J J m LL J J J oJQ0 W Q p Z Q 0 J W W OJ a: J m U LL 0 D ❑ ❑ ❑ ❑ ❑ U Z � CL J p W Q w 0 Ld w � W 0 0 = Of Z, Q J J a Q � w O z 0 Lo a M r cr W 0N 0 0 F'n- O m m NlAi = m �' o _ Z z u Q vZ J Z � ISSUE DATE APRIL 2006 REVISION DATE 06116109 0412012012 SHEET S5 TRUCTURAL DETAILS SEE TRUSS LAYOUT FOR STRAPPING. FASTEN EA. STUD T PLATE W/ SIMPSON (12)10D NAILS. FULL DEPTH BLOCKI PANEL EDGES W/ (3 TOENAILS EACH ENI SIMPSON SPI W/ (10 NAILS EACH STUD. INSTALL 8" X 1/2"0 AND WASHERS W/ 5" EMBED AT 2'-0" O.C. (MAX.) CENTERED ON WALL. VIAc" -A 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. L I KU55 LNU. STUDS 16" O.C. BOTTOM PLATE ISTING MASONRY WALL i SPECIFIC 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. 1 114" EMBEDMENT. GENERAL IRREGULAR WINDOW ATTACHMENT SIMPSON HGAM10 CONNECTOR- W/ (6) 10D X 1 1/2" INTO BLOCKING AND (3) 1/4" X 2 1/4" TITEN INTO MASONRY. 1/2" HIGH STRENGTH OR 5/8" GYP. 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. 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"X8"X16"K.O.BLOCK W/(1)#5 CONT. AND FILLED W/ 2500 P.S.I. GROUT. (1) #5 VERT. IN CONC. FILLED CELL W/ STD. 90° 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 SIMPSON A34 CONNECTOR W/ (4) 8D X 1 1/2" INTO BLOC AND (4) 8D X 1 1/2" INTO TOI 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 BOUNDARY NAILING JOIST, RAFTER OR STUD-- FOR WALL, DASHED LINE INDICATES TOP PLATE OF WALL EDGES (SEAMS - OF SHEATHING) GABLE END TRUSS TOP CHORD. BLOCKING SEAM FOR --- WALL, PANEL SHEATHING FIELD EDGE CLIP FOR ROOFS TONGUE AND GROOVE FOR FLOORS BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER AT 24" O.C. FIELD FIELD SUB FASCIA OR WALL PLATE BOUNDARY NAILING (PERIMETER OF DIAPHRAGM) TYPICAL NAILING SCHEDULE NAIL SHEATHING SHEATHING EDGE FIELD ROOF 8D COMMON 7/16"--i 5!8" NOMINAL 4" 6" 6" WALL 8D COMMON 7/16"--> 5/8" NOMINAL 4" 6" 6" FLOOR 10D COMMON 3/4 T.G. 6" 6" 12" ALL SHEATHING APA RATED EXTERIOR GRADE. TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. oe�tt t i l l Y i I o f /lL, PROFESSIONAL ENGINEER / 70M MY co 0 E N 8F•••• �i IE1EIIm 7 E ATTACM DESICKIDN AND . ND 770658 CdIFEMUCE WIN S1ECAW R301 • _ CQD>± AESE1511I711AL. Z ]NE EJ NAIAD HAS NOT tiE s 9 �. 1RL ST L '� RENED flE PLi�-ENgEi1DD ;O�• M A~ u1rolIT 70 *. �•• , p a • .• �. DEINV NE ANY LOAD REARM f0 N A; � 1 , 70 MAKEfi�5 YAKS ANY CHAN1NE #ARM 7W 15 SUPPLIED 70 w U) U z Q j=OUJJ � � J _3 J o�Q � Q �Q W 0 z J W mU LLL O j DCO w U) U z Q j=OUJJ � � J _3 J o�Q � Q �Q W 0 z J W mU LLL O j DCO Z V, 0— J o w w Lu O W V) �R y V Q = c� z Q � J Q Q � � O z J D O L m U r CD w 0 (N O O (� m Ld �n mt = o Q V, r r elf_ i- 0 z Q o g U Z Z v I ISSUE DATE I _' M - IT1. REVISION DATE 06116109 0412012012 TURAL DETAIL SEALED FOR STRUCTURE ONLY RUN SHEATHING CONTINUOUS TO TOP OF MASONARY. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) ENGINEERED ROOF - INSULATION PER ENERGY CALCS (R-19 MIN.) TRUSSES AT 24" O.C. 12 1/2" NOMINAL APA RATED ---- 6 F— SHEATHING W/ METAL "H" CLIPS. TILE ROOF ON 90# ROLL ROOFING ON 15# INSULATION BAFFLE 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 ELEVATIO INSULATION PER COMMUNI 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/ EXTENSK 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 s � 4 \ \ -INSULATION PER ENERGY CALCS �__1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR @ EACH TRUSS (SEE ROOF PLAN) \----DBL. 2X4 TOP PLATE /' — ` GYP. BOARD RETURN ( j 1 I I I DBL. 2X4 TOP PLATE SIMPSON SP2 AT EACH WINDOW SILL ( CAULK AT WINDOW STUD TO TOP PLATE I 2X4 SILL \� WALL CONNECTION NO WINDOW 1/2" GYPSUM BOARD —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 / . --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. lX6 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.) 3000 P.S.I. CONCRETE HERNANDO CO. a°./----.—=�--- ELEV AT 0'-0" tt 1ST FLOOR FF �4\ i 0 6" LAPPED AND TAPED 6" MIL. V.B. (3) #5 REBAR CONT. ON # 3 WIRE CHAIRS @ 6'-0" O.C. TYP. V-8„ 501L TO BE TREATED FOR TERMITE5 OR UTILIZE BORACARE TERMITE TREATMENT TO ALL HOOD ATYPICAL TWO STORY WALL SECTION 1/2"0 X 10" W/ 1 1/4" BEND ANCHOR BOLTS @ 24" O.C. (MIN.) O.C. USE 2" DIA. X 1/8" WASHER EMBED A MIN. 1/2" DRYWALL ---,,,,OF 6" INTO CONCRETE. ANCHOR BOLTS SHALL BE SPACED @ 24" O.C. IF WALL IS BEARING FOR BOTH WOOD BASE---,,,\ ROOF AND FLOOR. ELEV AT 0'-0" _ 1ST FLOOR FF d Oj� dd \ 6" LAPPED AND -\\\ T�\� \ \ TAPED 6" MIL. V.B./\�////j�/�/\ /� CONC.COVERAGE 501L TO BE TREATED FOR TERMITE5 OR UTILIZE BORACARE TERMITE TREATMENT TO ALL HOOD INTERIOR BEARING WALL FOOTING 2 STORY 1/2" DRYWALL WOOD BASE - 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 - e 6" LAPPED AND — TAPED 6" MIL. V.B. (3) #5 REBAR CONT.- ON #3 WIRE CHAIRS @ 6'-0" O.C. TYP. 501L TO BE TREATED FOR TERMITE5 OR UTILIZE BORACARE TERMITE TREATMENT TO ALL WOOD STEP DOWN AT WOOD FRAME INTERIOR BEARING WALL 2 STORY 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) 10D X 3" @ EACH END INTO 2X4 BLOCKING. 2ND FLOOR FRAMING SIMPSON LSTA24 STRAP W/ (9) 1OD X 1 1/2" NAILS TO STUD & (9) 1OD 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 INSTALLED PER MANUF. SIMPSON HETA20 @ 24" O.C. W/ (9) 1OD 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) 1OD TOENAILS @ EA. END. 2ND FLOOR FRAME CONNECTION SIMPSON CS16 STRAP W/ (13) 8D NAILS TO STUD & (13) 8D TO BAND JOIST AT 2ND FLOOR W, BEAM/GIRDER NOTE: EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER 2ND FLOOR FRAME CONECTION PLATE W/ (2) 10D @ 6" O.C. TRUSS/JOIST 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 @ 16" O.C. 8'-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 TAMPA CIVIL DESIGN 5289 EHRLlrH ROAD TAMPA. FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70650 hI%HE1iEBY CE1 wy 1HAT 1 HAbE 0, 7W ATrApMD , AMMOff WX ,<- �C1f�QN 40, o HAS NOT ,, VVQF M �ulbllT�t•�Q �•....• P AID 1 71E 710 MAKE P" *iAHfitE:4 SEALED FOR STRUCTURE ONLY U Z Q U U J J J J LL Q W _0 Z Q �w�0_jw wj m0tLO? 2 Co ❑ ❑ ❑ ❑ ❑ U Z to Jw Q W o � rr w af z J}a J Q z J =O� in u) r o w UN Oo0 NCD O �0 O d' N 5 m = o _ Z Q >_ Z og U Z Z U ISSUE DATE APRIL 2006 REVISION DATE 06116109 0412012012 SHEET S7 STRUCTURAL DETAILS 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, FL11496.3, FL11473.17, FL11470.7, FL11473.19, FL10456.33, FL10456.35, FL10852.13, FL.11473.18, 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-R1 ROOFING RIDGE VENT OWENS CORNING FL10758 ROOFING UNDERLAYMENTS OWENS CORNING FL9777-Po STRUCTURAL COMPONENTS OTHER CAST-CRETE FL158-R5 STRUCTURAL COMPONENTS OTHER COMMERCIAL CONCRETE PROD. FL1774-R2 STRUCTURAL COMPONENTS OTHER LOTTS CONCRETE PROD. FL12045 EXTERIOR DOORS SECTIONAL CLOPAY BUILDING PROD. FL15279 STRUCTURAL COMPONENTS ENGINEERED LUMBER gpIgE FL1645 ROOFING SOFFIT KAYCAN FL12198 ROOFING SOFFIT AMERICAN CONSTRUCTION MATERIALS FL12019 ROOFING HACIENDA ROOFTILE HANSON ROOF TILES FL3506.1 ROOFING REGAL ROOF TILE HANSON ROOF T1LE3 FL3506.3 SHUTTERS 20 GA, 24 GA, FABRIC GLOBAL PROTECTION PRODUCTS FL15076.1, FL 150762, FL 15088 WINDOWS SINGLE HUNG CROFT 96 SERIES FL15585 WINDOWS SINGLE HUNG CROFT FIX WINDOWS FL15586 U Z Q 0 � U � O J J .. m 0 w � Q 0 Q W � � Z Z W 20 o ❑❑❑ U z o Cn W cr W �- w > Q � W z0 Q Z J v ♦ n � J Z V Q 0 z z J LL � W 0 w 0 W Ljz o0 0 �/ r Nm m W 2 � b O � o z a- z C z Q C.) J Z O ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET PA PRODUCT APPI20VAL MIAMI- ® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDINC AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Ruom 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Merida 33175-2474 T (786) 313-25WI F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Iy1ywImiamidudc.ww1buildiae/ ROOFING ASSEMBLY APPROVAL categam Roofing Sub-Ca�v: Asphalt Shingles Materiels Laminate Deck Tyne: Wood SCOPE Owens Corning Roofing and Asphalt, LLC One Owens Corning Parkway Toledo, OH 43659 This approves a roofing system using Owens Corning Oakridged asphalt shingles manufactured by Owens Corning as described in Section 2 of his Notice of Acceptance. SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. PRODUCT DESCRIPTION The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Product Dimensions Test Product Dencrintion Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction Specifications (AHJ). Oakridge* 13'/4" x 3914 TAS 110 A heavy weight, fiberglass reinforced This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control ktanufacduring laminate asphalt shingle with continuous Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right Locations #1, 2, 3, 4 bead of sealant. 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 die AHJ may Oakr➢dgeW 13 1/4" x 39 ale" TAS 110 A heavy weight, fiberglass reinforced immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC Manufacturing laminate asphalt shingle with dashed bead of reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Lacalion #1, 3, 4 sealant. Section that this product or material fails to inect the ruquirumemts of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code MAN111FAC711RING LOCATION including the High 'Velocity Hurricane Lone of the Florida Building Code, 1. Memphis, TN DESCRI PT1ON: OnkrldgeS Shingle 2. Irving, TX 3. Savannah, GA LABELING: Each unit shall boar a permanent label with the manufacturet's name or logo, city, state and 4. Jacksonville, FL following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. Ev1DENCE SuBIVII1m 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 performant;e of this product. Test AEeriyy Test Identifier Teat Name/Report Date PRI Construction Materials Technologies OCF-153-02-01 TAS 100 09/22/10 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the PRI Construction Materials Technologies OCF-152-02-01 TAS 100 09/21 /10 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any PRi Construction Materials Technologies OC'F-158-02-01 TAS 100 11/10/10 product, for sales, advertising or any other purposm shall automatically terminate this NOA. Failure to comply PRI Construction Materials Technologies. OCF- 15 1 -02-01 TAS 100 09/27/10 with any section of this NOA shall be cause for termination and removal of NOA. PRI {construction Materials Technologies OCF-150-02-01 TAS 100 09/21 /10 PRI Construction Materials Technologies OCF-165-02-01 TAS 100 O1/07/11 A IXTRTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by PRI Construction Materials Technologies OCF-170-02-01 TAS 100 06/06/1 l the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall Underwriters Laboratories 09NK14530 ASTM 1) 3462 12/31 /09 be done in its entirety. Underwriters Laboratories R2453 ASTM U 3462 10/11110 Underwriters Laboratories R2453 ASTM D 3462 :1/03/10 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors Underwriters Laboratories R2453 ASTM D 3462 10/11/10 and shall be available for inspection at the job site at the request of the Building Official, Underwriters Laboratories R2453 ASTM D 3462 10/11/10 Underwriters Laboratories R2453 ASTM E 108 01/13/11 This revises N(?A# 10-1015.41 and consists of pages i through 4. Underwriters Laboratories R2433 ASTM B 108 10/1 1110 The submitted documentation was reviewed by Alex Tigera. Underwriters Laboratories R2453 ASTM B 108 11/03/10 NOA No.: 11-0411.03 NOA No.: 11-0411.03 &15"Ecou Expiration Date:02/03/16 M1°M h* Expiration Date: 02103/16 Approval Date: 06/16/11 ADate: 06/16/11l h pprovaa Pap 1 of 4 Page 2 of a Underwriters Laboratories R2453 ASTM E 108 10111/10 Underwriters iaboratories R2453 ASTM E 108 10/11/10 Underwriters Laboratories 09NK14530 TAS 107 (ASTM D 3161) 12131/09 DETAIL A Underwriters Laboratories OINK44201 TAS 107 (ASTM D 3161) 09/09/02 Underwriters Laboratories 1ONK13947 TAS 107 (ASTM D 3161) 11/12/10 UnderwriWrs Laboratories R2453 TAS 107 (ASTM D .116 1) 10/11/10 i Underwriters Laboratories 03NK04954 TAS 107 (ASTM D 3161) 03/07/03 i f - a ose cF ROOF Underwriters Laboratories 1ONK13947 TAS 107 (ASTM D 3161) 01/28/11 -- •--- - OWENS CORNINt3 OAKRt00E OAXRIOCiE Underwriters Laboratories 11CA15662 TAS 107 (ASTM D 3161) 05/27/11 LIMITATIONS r �- —t8 --�'I' — Tlrlao courisE 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory G� for fire ratings of this product. -- -' --- --'-- 3-- SECOMC COURSE 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. FEW//, 1A1 -- ME FIRST COURSE VMSINSTALLATION f 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail'A', attached. 5. Nailing shall be in compliance with Detai]'B', attached. DETAIL B LABELING 1. Shingles shall be labeled with the'_Vliami-Dade Seal as seen below, or the wording `°Miami -Dade County 8 g tY E OWENS CORNING OOR DASHED WITH CONTINUOUS OR DASHED SEALANT Product Control Approved". MIAM•DIADE COt11V1 Y ,.. W LIIIM BUILDING PERMIT REQuIRx V ENTS I II lilt 2" 13-1 /4" 2- ---_111f - --- _ _ 40 �♦ L Application for building permit shall be accompanied by copies of the following: jj L I This Notice of Acceptance. 1.2 Any other documents required by the Building Official or the applicable code in order to properly T �/,% f �f 5 5/8" EXPOSURE evaluate the installation of this aystem. ' END OF THIS ACCEPTANCE NOANo.: 11-0411.03 NOA No.: 11-0411.03 a tDAwa Expiration Date: 02/03/16 DEoo N Expiration Date: OV03116 Approval Date: 06/16111 Approval Date. 06/16/11 Page 3 of 4 Page 4 of 4 U Z Q 0 U O_J / LL w m 0 W 9 Q W z F— Q Z W J m U 0 ❑❑❑ U w U/ ; Q- Ww w Q Of zo Q z ci � J z a Z o z Z J LL Q ' t ' 0 W o c� om 0 W 0 W 0z 00 CV � � w U O z Z C:5 Z J z O ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET N1 PRCCWT APPROVAL L 4- U_ 0 d U_ 0 d Y Cn N 'O t ... cc N U tL 0 a 8431 Murphy Drive Middleton, WI 53562 Telephone: 608-836-4400 Facsimile: 866-262-2753 www.intertek-etisemko.com 9 March 2012 Scott Hamilton, P.E. Senior Project Engineer Clopay Building Products Co., Inc. 513.770.6013 (voice) 513.770.4853 (fax) samilton@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 services 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 me. Sincerely, Timm J. Schaeffer Engineer / Inspection Manager Intertek Intertek i-tertek Intel tek Iwortek I11re tek 8431 Murphy Drive Middleton, W153562 Telephone: +1 608 836 4400 Facsimile: +1 608 8319279 www.intertek.com MANUFACTURER'S CERTIFICATION AGRiEEM EN THIS AGREEMENT made the 12th day of February, by and between INTERTEK TESTING SERVICES NA INC. having offices at U31 Murphy Drive, Middleton, WI USA ("Intertek!') and Clowy Building Products Comfy Inc having offices at (Manufacturer Company Name) 1400 W Market Stteeti S,my. 0 46373 USA (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 deviow 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 terra 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 germs of this Certification Agreement, and (d) any requirements separately applied as a condition of the Listing. 1.5 Labeling. The term Labeling shall refer to the process of applying the Mark to the Product, whether the Marie is applied to the Product by a separable label, directly on the product, or by other media as authorized by Intertek. 1.6 Lis ing, The term Listing shall mean the process of preparing and including the Product in the published directory of Intertek certified products. t __]! NtlM`r.[ B�&a8 hliBft6HK .i. W TS/mm 11109/09 SD 16.3.4e (11/M) i 8ndii;l '* intte'tek Intertek InWi& Inwtek in('ertek • 2 ASSIC' RMiED PANEL EIOOSS MI RS 1OKL.S 24 GA I 25 GAA 1 25 GA �-r- am WIDTH I' U s L• `~ i DOOR WWI MW PAIEL I um "am ■ - NOEL IF 1S FLASH TARRIAOE HDXE' RAISED PAWL E]MDOS! PANEL > DI'# OF COOL SIRES • O' tITRAPS SFQlT PANEL OPER SECTIOO C DOOR vIDTH ' S D.EN S DOF STRAP - -- �-- --- es r --- - #14X5/8• SHEET mewes GA SCREWS Stew `GALLER1r• ° C/t3S O HOLIn IARTISW ARM FOR I w DOOR. INTERMEDIATE W � .� WIDE A 1 /4`x3/4' SELF TARRIAGE H MW m5S - �� me �URETHANE AO OK (L O O TAPPING SCREWS O SNORT PANEL LOG PANEL P411E1 DOORS.NOTE Ie1pN FOR RANG L pA810 via,BE SIANDANG men D6NCi JOMC� ELtEL a�I 14 GA. END HINGES 1 B GA INTERMEDIATE HINGE NEWSOM GLAM SEE=10111 0-0 FOR OETALS PNAiFP1 MEW *a VON-C - HAAL HMrIeHXe AX>f NI HY-H/'YeHAP. ANC► A MAX. DOOR WIDTH 16'-2' J� THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WIND SPEEDS LOW BELOW ADOORDMIC TO THE FLORIDA BLILDNG CODE OR THE NiERNIOXINAL BIAU" COOS (BASED ON ASCE7-10) FOR THE FQUOTNO CONDITIONS; 1) EMMOSED BUILDING. 2) DOOR HAS r OF WIIITH N LIERLDNG'S END m4L 3) ANY ROOF SLOPE, AND 4) TESTING N ACCORDANCE WITH ND DASMA lob SITE iC CNMAMM BY A QUALIFIED PROFESSIONAL MAY DIFFER. ULTIMATE WIND 135 165 170 190 200 SPEED OHPHD EXPOSURE CATEGORY H. C. D D. C, D B, C D. C D MEAN R� HEIGHT 2W IT 23' 15, 30' 18 GA. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LDC SYSTEM (TOP. BOTTOM h CENTER). 18 GA. CALV. DOUBLE END STIES ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG-L-IOC SYSTEM. ~ '� TO ex "- VLW w MmL Ins TWO POINT LOCKING INTO TRACK. OF A `OL P7� W VENT - BRACKET USED FOR BOTTOM DOUBLE END STILE. EXTRA STILES FOR LONG -PANEL MODELS. ADIXTIO ML 1s GA. OOH MWA 1011110 . TITLES "Mow AS NOTED ON THE TAKES ABOVE. IMM OOMMUC L CENTER STIES ARE ATTACHED MIDPOINT BETWEEN THE OWING 01 DENIAL MIER SDIiI. GONER ML CENTER BTLEs ARE ATTACRID WIN TOG-L-LOC t10P At W11060 OR (4) 3/1ir POP NNETS OR (4) #I SWEET METE SCiM 1" DOOR OVERLAP EACH SID o6mlXnw as 2 y�IaAD� .�HmAL� N.Ot Rl.JI�JIdLJaII ROLL fib" ill"..ac,SAN SHIP LAP JOINTS. iltl�'ioiir DATE I DN7CTLPtWM 08 11/30/07 ADDED EXTENDED HEIGHTS AND COMBINED CLDPAY, HOLIES AND IDEA. M/N 09 8 13 O8 UPDATED OWING DETAIL. ADDED DRAMIIIG NUMBER 10 09/2W8 ADDED LONG PANTS OPTION. 11 12/2000 ADDED 'CARRIAGE HOUSE' Emom 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 WOi)CODE CHART. SECTION A -A (SIDE VIEW) C-gww+EL is G& Of". sum 12 GA. GALV. STEEL TOP 4+ fHHICK- EACH T A�ED 4 14X5 $ %^ TO TOPBRACKETWITH (2) 1/4"XI/2' 13OLTS AND F. :'1!r NUTS PER BRACKET. or (rn'.) 4" C-•t2(ANNIELS SHOWN. OPTIONAL CEMENT FOR >Ds ti RNLI. =Teri LttlM IRH6 SECTION WITH LJTES MAY BE (2) 3- 20 GA STEEL. U-BARS rIEID >�Mo111 Nq (MIN. YIELD STRENGTH 60 IKSQ PER SECTION. MAXIMUM OF (1) L� r r SECTION PER DOOR MAY FIVE TM OP110NN. REINFORCEMENT. 1-7/s' OPTIONAL REINFORCE" Nor SHOWN ON SECTION A -A VIEW. T (1) U-BAR SHW.L BE ABOVE THE TOP LEAF OF THE HIMECES AT THE BOTTOM OF THE DOORS AND (1) U-BAR SHALL BE AT THE TOP OF THE SECTION (ON THE BOTTOM LEAF OF THE HINGES AT THE TAX'. F REQUIRED). 25 GAL MIN. G-40 CAM STEEL SKIN WITH A 14 GA. GALV. STEEL END HINGE FASTENED TO END � N STILES W/(4) EACH #14X5/8- SHEET METAL SCREWS g (2) 1/4' SELF TAPPING SCRREIN'a TOP COAT APPIM TO BOTH SIDES OF STEEL SKIN. ONE 4' TALL C-CHANNEL. PER DOOR SECTION. 1 1 4'x3 4" SELF TAPPING SCREW PER STU LOCATION. ( ) STOP MOULDING BY DOOR INSTALLER (TO SUIT) 16 GA GALV. STEEL PAINTED END STILE AML18 2x8 YELLOW PINE JAMB GA. GALV. STEEL DOUBLE END STILE 3/8'xA LAG SCREWS ON 24 CENTERS. 1-1/8. O.D. WASHER REQUIRED. LAG 20 GA. MIN. GALV. STEEL INTERM. STILE. SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 12 GALV.EDT STEEL TRACK 18 GA. GALV. STEEL INTER. HINGE FASTENED TO CENTER VERTI .eN 6MB ATTACHMENT (C go BLOCK OR 2.000 PSI MIN, CONCRETE COLUMM: ST BRACKETS FASTENED TO WOOD JAWS RAG sCERO.C. NRTH sj1OT STILE W/ 4 EACH 14x5/8- E.AL �. 3/8'x3' SLEEVE ANCHOR BOLTS ON 14- CENTERS (2.000 PSI MIN. CONCRETE). TO 'EXCEED NOT TO b(CFED 14 O.C. �� METAL WASHERS INCLUDED WiTH SLEEVE ANCHORS. OR 1/4-x3- TAPCON SCREWS ON 12- CENTERS (2,000 PSI MIN. CONCRETE) OR 7- 2" taAW. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. 7/16- NUT OR PUSHNUT INSTALLED TR REDOOLLER SHAFT FOR UNRESTRICTED OPERATION' OPERATION. CENTERS (C-00 BLOCK). I. O.D. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUITED) TO PROVIDE A FLUSH TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4-x5/8- BOLT tit NUT 14 GA GALV. STEEL END HINGE FASTENED TO END MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. OR TWO 1/4' DIA. RIVETS. STILES W/(4) EACH #14x5/8- SHEET METAL SCREWS ek (2) 1 /4- SELF TAPPING SCREWS. OTHER- JAMB CONFIGURATIONS., REFER TO DASMA TDS-161. A LICENSED DESIGN JylZIE THE OFF THE '� 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 CONFIGURA'n STRUCTURE AND IN ACCORDANCE WITH PREPARATION OF JAMBS BY OTHERS_ CURRENT BULDING CODES FOR THE SECTION c-C LOADS LISTED ON THE DRAWING. WPACT RESISTANT ASSEMBLY DUAItS STANDARD ASSEMBLY DETAILS DRAWING 101 as! -A DRAVHANG 1 O 1630-N SF P F5 T CiION B-B (IM ACT-R ISTANi GLAZING NG OPTION) IIWAL V OPOOK IMPAM AVIWIF HIIIH M�IYI ARID IIWM • HR AMYUrIA OILr AIIII YaAlla' MMAI WICIO EIfmIAt FLINT FROM ANN $AV ODA1t110 ON OURWII 1AW� 1NOTlIFIXI n ea m1II0LMtt I" I"M I a11o�II� 2RS ruunwas �� RH1K HIOIILSAM��Log f.. m/0i0/P IYW NOM qlm. I L m ' MM! r"mNR'D"I1aso�ii NNW � 0. ��BM 1��m AFT' NYI NM0 YAO.Mp 00mILSWORD AMP Y CONSTRI N OPIRYL� GFIVIIAL EN1sr R 1AU�W G C � OOP W OO RAM M A0001o1NDe ON NOW _ Ear °I FiwL�1°woA"E IMmt elc°0°x LBW NNE as Lartw0 LED OUITMO 6 W LCLNN riDi4rIT. AN AIlIDYm MDOI RIIIIO M ACAKWIDIMO[ WRM OP 11a RA1DA IIam am OR @nano R 1BR NR LRLF 11a� amam�ff WIN m0N AIT IMTLIID M OGRWICMC WIM Hi OM.TION IQ18 11E Rile Lola IIM11aLSNa OF 1tE NNGHLOA MaDrq O0r[ ANO IR6IwwINI NHwa1IN. moe LIE roDTl WM I/AL7-t0mrW0' 10�ROOLO . pM/Im t. mCII1C} R De. orrlm 10 NICAK). 42 r OPTIONAL GLAZING MAY BE STANDARD R PANEL / SSEECTION B- T RMISTANT GLAZING. SEE ONE INTERMEDIATE STILE L-LOC (TOP b EACH EMBOSS LOCATION. AND URETHANE ADHESIVE (ALONG CENTER) / t, :Ti14 10 DOOR NIAS END 3) FACTOR OF 1.0 4 ANY INNTLER• s'� W_ me WX PS3A 110 120 1 130 ouTSDE LEAN/ EXPORM'LEMU., 30' 30' 13' 3W FHAtDLE LOCK BAR ENGAGES IM TRACK ON EACH SIDE THE DESIGN OF THE SUPPORTING STRUCTURAL. ELEMENTS OF DOOR. NLi BE THE IE5PO IIY OF THE PROFESSIONAL OF RECORD "A THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE UNDB LISTED ON THIS DRAINING. SHIP LAP JOINTS. Ft. /6" (1YP.) 16 GA. GAIN. STEEL 25 GA. MN. EXn?" SKIM WITH 0-40 GLAN12I NG. yB�AKKEEDD-CON IP�RINI M AND A ak"ISMO 1 SIfY TES OF S� ,2 GAL E 8FN vKET A�n4S AQ 1 TOP 4 BWQ SHFFT METAL SKEWS ATTACNIFD TO TOP BRACKET WIN (2) 1/4.0/2' BOLTS AND NUTS PER BRACKET. -B- MEW 'C' OImMA. OnXrlm AIM �1®y all MI MI1 A LAB mil �0�. 1 1-1/4" WIDE x 16 GA• GALV. STRAP. (5) PER DOOR SECTION ON 16' WOE DOORS. DKCEPT (6j) STRAPS ON 2ND (LOCK) SIECTION WITH )3 (11 X3 4' SELF TAPPING SCREWS (TWO . EACH WRAP ATTA FED SCREWS TO DOOR. ONE SCREW 70 C-CHNFMff'L) ATT� WITH STEEL) #1�4x,58' SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. HORIZONTAL TRACK SI PMI BY DOOR twA7WDH (40 am DOOR COUNTERBALANCE 8YM 12 GA GA LY. SIIEiL RAG BRACKET spo�aNWLlau BOND AMOUL A6D' M�1. t�RApt� DooRs OVER V TILL •IYP. 2-1 iH12 GA. GALV. STEEL 1RMSN OR TRACK CUP& 1RAOK BWACfETT OAFS SPACED AT NO WOM THAN 1r NW. ONE B/t:il-6!6' LAG I' ' PER TRACK G ACNET OR CLIP. TRACK cowwmmw ABOVE THE DOOR 0 DOFF NOT A LAM THE WIND LOAD WINO OF THIS DOOR Np�ONIAL TRACK SUPPORT TRACK MAY BE EIHITe IMpfET ODOR TIHLIDILLER (ro ■ MOUNT OR COUNTNUIW AINNJ: DOOR OOIINIeIMAIANCf Sam I�'AWEL PAN-2F1 - 010paymm 9/25/95 Building Products MMA6S5ON off 45040 M'AWN By' MWW Company (513) 770-4800 CHECKED BYI Glopoy C NI RiOMs R6Iltvsd GFpofotTGn f�G30DM �'TI ppG��MQ� 15279 16 GA. PAINTED END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM (TOP, BOTTOM & CENTER). IS GA. GALV. DOUBLE END STILES ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG-L-LOC SYSTEM. END SLIDE BOLT sTIE UM EDAGES INTO VER,MAL. TRACK. ONE LOCK ON EACH SIDE OF DOORaw SWAP LATCH EHCACETD ONTO VENT" TPo1CK. ONE SNAP LATCH ON EACH SIDE OF DOOR. �- TWO POINT LOCKING INTO TRACK. INTER. STILE OUTSIDE KEYED s K BRACKET USED FOR INSIDE HAHWLE ��� xerm KocHK SNAP NAT�H LorCK aPrmN BOTTOM DOUBLE END STILE LAIR TOP BRACKET DOUBLE HORIZONTAL TRACK t- DOOR OVERLAP (EACH SIDE) 00 'RECKY ISLLEE' 2x6 YELLOW PINE JMEB I rXX CAAA_AXXX. NxPOON .. 14 GA GALV. ROLLER HINGE. S� HHINK/.(% FASTENED ii SHEET METAL AND (2) 1/1-IH /4- SELF TAPPWKN sKxNE1Ns. (� vWN (ONjE 4' TALL C-CHANNEL. PER DOOR SECTION. lSEE1/ x3/ -) SELF TORPID SCREW PER SRE LAGATM 1-1/4- WIDE X 16 GA GALV. STRAP. (5) PER DOOR SECTION ON 18• WIDE DOORS. OPTION& (6) STRAP CCIflI1URADON ON 2NO (LOB sE:r1oNN (SEE 1IISDE ELEVA,ION1 SPECIIC TO THE NNTUIE OF THE LOCK OP11OL EACH STRAP ATTC ED WiTH (3) 1/4-x3/4- SELF TAPPING SCRIMS (TWO SCREWS TO DOOR. ONE SCREW TO C-ONMIOZ . _ BOTTOM BRACKEL ATT�EO WITH 14X0/6" S METAL SCREMIS. ALUMINUM EXTRUSION h VIM WEATHERSTRIP. DESIGN LOADS. +37.0 P.S.F. do -41.0 P.S.F. TEST LOADS: +55.5 P.S.F. tit -61.5 P.S.F. JAMB TO SUPPORTING STRUCTURE ATTACHMENT 1� THE LOAD FROM THE DOOR 15 TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK Qi E� TO THE H�ORLP`NE AL (TOP) 3AlIB RE71ER) dAll88 No LOAD "" THE DOOR 2) ALL JAMB FASTENERS MAY DE (BUT NOT WMATED) OOUNTE> SUW TO PROVIDE A FLUSH Moula G SURFACE. OR WOOD FRAME BUILDINGS STUD WALES OF DOOR OPENING BE fWN D SOLD BY NOT LESS THAN (3) 2X6 PRSSUR: 7RFAIED ONRAOE OR BETTER WOW STUDS OF A SiiESS GRADE NOT LESS THAW 1200 PS NOMINAL W113E FIBER STRESS IN BENDING �.)• STUD WALLS TO BE CONTINUOUS FF40M FUMING W TE WEAN& C-90 BLOCK WALL OR 2000 PSI MIN. CONCRETE 2X6 WOOD JAMB SWILL BE ANCHORED TO GROUT AEINFORM KOM WALL OR CONCRETE COLUMN. BLACK WALL CELLS SHALL BE FILLED WITH CONCRETE AND WITH REINFORCING ,ORS EXTENDING INTO THE FOOTING AND IRO TIE WAND. ALL BANS $HALL BE C WUNAOIS FROM THE TE BEAM TO FOOTING PER BLOCK WALL OR CONCRETE COUSIN. BLOCK WADS AND CONCRETE O ULANS TO BE DESIGEn BY THE BUILDI G ENGNEER OR ARC TI TUT OF ROOD 13 GA. GAW. XUZL FLAG SLASHER OR coulmw tG SLED.. ANGLE. TRACK I i! DOORS O' TALL ND LLDf7tt 2nMat°�'HiHE o0�.Gs3" �t 61Eki.7RICK 20RAOitTE� as ET214' O.C. DO ALP TOO 7V HI HOME IN = M10 = AND CUIAIL OODLES 7'Y 70 6$` N IMiIW TAgf DLAi = ND (1D RAG FIAWpaI] GR IOID DESIGN LOADS: +37.0 P.S.F. & -41.0 P.S.F. TEST LOADS: +55.5 P.S.F. & -61.5 P.S.F. tf1NDLDAD RATDHG NU MDR SUD fin% 6 16'2"W x 16'0"H OESCRWT"'* CLASSIC AND CH RP STEEL PAN DOUBLE -CAR, 16-2-W +37/-41 PSF B �W� 101539 - A/B BC L."^.�Ti.^''�riYi'iLtit� a : ]`..: a r1 . '.'%�i�t�i•Tr�3FL1ii7i3']� E�C".� r-'1r . ,�[►•�r••cyr .IX _ L ::r ,�.....: �:.�rt'B[i1�LL11[T� . I T :4< i A •tJ•LI`�ILS�I� 'iN_ 7 P7fi{.R.- ■ '..,R..........i14♦kFt iiM-_7A, .i!1I3.__.I:'�� �a....;..1_.�IJJ♦i:�rYIIlt'_�l HI _a•I STOP MOULDING BY DOOR INSTALLER (TO SUIT) 16 GA. GALV. STEEL PAINTED END STILE 18 GA. GALV. STEEL DOUBLE END STILE �20 GA GALV. STEEL INTER. STILE 18 GAL GALV. STEEL CENTER H FASTENE4 TO INTER STIES W 4 12 GA GALV. STEEL TRACK ` #14x5/8 SHEET METAL SCR BRACKETS FASTENED TO WOOD JAMB) WiTH 5/1La- 6"x1-5/8' LAG SCREWS NOT TO CEED 14' O.C. USHNUT INSTALLED ON ROLLER SHAFT FOR 2" GALV. STEEL TRACK FASTENED TO UNRESTRICTED OPERATION. 14 GA GALV. STEEL ROLLER H{NGE tl�K TRACK La�TCHrwunN 12 GA GALV. STEEL TRACK BRACKETS. FASTEN D TO END STILES EACH W/(4) ABOVE INE DOOR OPENING TRACK ATTACHED TO EACH BRACKET 14x5 8` SHEET METAL SCREWS AND DOES NOT AFFECT THE 1aD WITH ONE 1/4'x5/8' BOLT k NUT2) 1 4" SELF TAPPING SCREWS PER END HINGE. ROAD AIOINo OF THIS DOOR OR TWO 1 /4' DIAA RIVETS. 2. 10 BALL LONG STEM STEEL ROLLER WITH STEEL OR NYLON TIRE PREPARATION OF JAMBS BY OTHERS, JAMB CONFIGURATION SECTION C-C #14x8/6' SHEET METAL SCREWS 0 0 O 1 4'X3 4' SELF H4 a EAn IrNaes scram III GAL YMEQtMEdATE HOME VIEW � ,A�X HHGWzoNRAL JAMB . (No LOAD ) r FASTENE7i TYPE MIL NmOF FASTOM - PON VERTICAL 24 VERTICAL JAMB IMPACT RESISTANT -' MMOLDEDGE Dr TroLYSTTTNm ECTIlm (10) #6 X SW4W FRONT FRAE r GLAZING. .TTPURPOSE HIGH BOO TAPE TOM HOME AID FACADE. 33MTNE FRONT FACADE -STWAC'IIRAL SILICONE SEALANT (�BErWEEN STEEL SIGN AHD FWAN) I FASTENELN 10 FAILLE WREN HEAD MACHINE SdEMRS. OPT04AL INJECTION -MOLDED FRONT FRAME AND GLAZING POLYCARBONATE UT64 AVAILABLE. OPTIONAL POLYCANBONAFE GLAZING IS GE LDKAN SLX24=r. AN APPROVED CC2 PLASTIC IN ACCORDANCE WON 6C/FBC 2800. THE GLAZING DESM30 N TMOS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA, BUILT NG CODE OR IiIiAWROMAt BUILDING MBE ANQ_2= MEET' THE IMPACT RESISTANT REQUIREMENTS � WIOBORNE DEBITS REGIONS (REF. CHAPTER 16 FBC/IBC). ORIGINAL DRAWINGS ARE SIGNED IN BLUE INK WITH A RAISED SEAL (EM SOS5). ENGINEER: MARK WESTERFiELD, P.E. FLORIDA P.E. #48495, NC P.E. #23832, TEXAS P.E. #91513 W TALL DOORS Am L"M HO RJO SAL TRACK SUPPORF BY DOOR INSTALLER (m 9Um-\ -DOOR COIROERALANCE SYSTEM 13 GA. GAIN. STEEL. ETAS BRACKET. ) DOUBLE TRAM LOW HEADROOM a AYAIABLE ALL AN GPFDN t 2' GALV. STEEL TRICK, DSt .L. TRICK TFIC HM .OUT TIP. 2-1/r'xI2 CA, GALV. LgS TRICK NOT TO COMM 4 O' SCE S r. (61j" LOS US+ TT TO' m")k SIDE DOORS LP 1TOTAL INNIS 100 wer Hog. DOORS OVER ♦V TALL HORIZONTAL TRACK SUPPORT BY DOOR IISTALLFR CFO SUM �.�DOOR COUNTS BNANCE M%TEN �I a u 4I r,c.;Ir 51T�T� a] Nl�l''LIH1�tt<t.� 1t'1C HMriL-SIN tLti1'T<_ ulc�r�e:y lttit'>,wl� I� OPTIONAL 10 SCREi WINDOW ME SECTION B-B (NON -IMPACT RESISTANT) FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME O NAIW WER THAN IMPACT-RESISTANF FRAME. Les 11 oLA�ING MOLDED INS" UTE RETAIiER. #Wle PAN HFCAD SCREW (10 SCREWS PER LTE). NOS-I�����ESIST�G�INGO�ONSI���T�ESIST�G�ING O�ONS: oPTHOMAL am OR 1/6- ACME LJTES AVAILABLE. OP 0 AL ACRYLIC GAZING, IS PLASKKOLITE OPTix OR L UCFTE CP 2A PROVED CC2 PLASTIC N ACCORDANCE WITH WC/FBC 806. THE GLAZINGS DESCRIBED N THIS SECTION MEET THE WIC LOAD REQUIREMENTS OF TW FLORIDA BUILDING CODE OR INiERNATIONAL BUILDING CODE BUT 00 MEET THE 11%CT RESISTANT RSAWREMENT FOR WiIINDBOR E LTMM REGIONS (REF. CHAPTER 16 FBC/10C). U Z lc� in of 0 U 0 .. J m IL J 0 w W FQ Q Z �- Z -� W U 0 J = I '0 ❑ ❑ ❑ U 0 z Z C/) w w 'AW VJ N w of �0 V) 0 0 Z 0 J J J a Z ci 0 _J �- Z a D W o W am 0 W O W 00 z 09 0 V v N M m Li Z � o a_QZ p J J U Z z 0 ISSUE DATE AUGUST 2008 REVISION DATE 2-8 2011 4-9-2012 SHEET N2 PRODUCT APPROVAL 1.7 Lusting Report. The term Listing Report shall mean the document prepared by Intertek, also known as Factory Audit Manual (FAM), which identifies the Cliient, 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 Usting. lf 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 fntertek'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 Interiak in writing of any reports that it receives of serious personal injury or property damage involving the Product. (d) The Manufacturer shaft notify Intertek of any labeled Product which has 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. 2A Reservation of Rights. Intertek reserves the right, upon reasonable written notice to the Client, to re-evaluate the Product at the Clients expense. This re-evaluation may be the result of Follow-up Service, a revision of"the applicable standard, new Information regarding the characteristics of the material used In the Product, or other information that raises a question concerning the conformance of the Product to Intertek Requirements. 2A 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 (11009) Mandatory Inds Inlu C1ieMlE.ocation: (I NO10T$ quesMan Complete a Valsnc;e Report) 20. Does the Listing Report coritain a product description, spedlcadona, assembly drawings and m;Nnamaiinall"am NSA Yespo No 211. is the client canduiding the al In t re in the LiNN Repots, pdar to �0Yes flnished product? 22. Do the fleshedam-MIR meet IMLOWInliments found in the Natlng reports? Report?Are noriCorrfoarning Pred segregated from conforming products as directed in the Listing NfA ❑ Yes 11 NoIV [] 24. Are VOU able to bum the product from raw malarlslis or supplier to a finished product with vw / Yas PQ No❑ X is then a g NcMe area On quarwdne of rmcOnVU&t mebmW (whether k is raw matertat, Yes that did not inset fie minims m specifications? =W �?" T TRACKING 2& linters SrWJMWWW colscNd? N/A samP*V lei not required at this location) Yes OIf - IPI fie were collected provide details oil the sarrlples hers: No eaitilly �required �pp ° Plane Check WA) ifsa ( required and s mpie Collected eot iei 27. Does thrt haw a method of tracking of complaints from customers? Yes N new or revived describe. No ❑ Please cumpisfe a Valance Report 28. Did ydew an corrhpfairits slop last await? U, X NO Complaints to Review ❑ Marleged at Corporate or other location ❑ No [] If complaint method not reviewed. please expilain why SD 16.3.14 (formerly ANDPIR100) REV 4112MO Mandatory [7kut%'WrL Origktd Intertek Copy CAW* Copy Inspector 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 LASELIN 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 Fallow -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 -tip 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 Intertdc Requirements, and to control the use of Intertsk'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 It 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 finial 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 indemnity 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 party claims which may arise as a result of the services provided in this Certification Agreement. 6. FAILURE TO COIIAPLY WITH INTERTEK REQUIRIWENTS 5.1 Remedial Action. In the event that Intertek detects any deviation or variance in the Product from Intertek Requirements, or improper or unauthorized use of the Mark or Intertek name, upon written notice to the Client Intertek reserves the right, in its We 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 B; WTS/mm 11/09/09 Page 3 of 5 SD 16.3.4e (11009) Mandatory Pam 4 of Inapwk 's Initials: & Date: Cllent/Location: CLOSNIO 29. Was CSR document provided to client? Year [] Noy (if provided to client for future use and no changes are requested today p stm check NO) 30. Were variances noted during this Inspection / audit? Yes ❑ NotoIf no skip to 031, if yes (complete the following and a varaance Report): 30. a. was k Product or Label Related? Yes ❑ No 0 30. b. was it related to an administrative change to a Quality Conir+d Manual? Yea ❑ No ❑ 31. Have PWAOus tecihnicad variances been corredse Yes pr"oue verlarios)) ) Na attach plrr+ya�af ciorrer�tic ier ) COPY of original V ce Report) COMMENTS (DO MOT lisp Tum nar_ran.a rn eaI Reviewed by Daft rrii. fipo,r tr tar ihr aeeMraAar ewr d ie c+Mr,c and a proMrdedprrwraN b Mr Cepaiftepon rprrwnant bersrrara O nrrr and xs carent aAer8ekle rr,00iweay and a� ainirrd ro err MMe and anrdararr d rhr ap►eeprrrrt brterhrr aseunrss no rNbaa+sy to anl►paifK edreruwr Ile ehei Caawit to aoeaiusnor aarh err syrwrrerit ar fill' � aprrw err eulrrrpr oa„�r,.d ay er liar art fly ^� oNY C�ainr N amY►erttrd ro panwr or detlapueeri d abAr ripoir aped then entry a as f Ant urr of arKstlrir nanir aI err dNr alrtdie rcirM cantor � crow Nupeerd�beeracr n p abW cr stirrer ***'Wb. Me amroadif Wit hY l Aft rR TAN RaI0y Kea dace ran e donwW rr Dort tit. MWO,* #0'cW er►ean�tae to ormoat her breI Cac0lrearOfcn metre in enr Asmaarita NW FvAbw up Satdou err floral! pwpoer of se oft *-W and do oat MOM"C�em d Mrtr inn* In weHr ere preerrwe{ "y arm nor rblenr pwporw e>rprodnroebrr WowoWiParbrae Ina* rreipera: SD 18.3.14 (formerly mopiRloo) e REV 4/12/10 IntertekMandatory DiWbudan: Origind Intertek Copy Client Copy Inspector (f) Notification of regulatory authorities and the public; (9) Compliance with any applicable statutes, rules, or regulations. 5.2 injunctive Ralief. '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 obtarin 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 Clients 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 falls to take corrective action to resolve the cause of suspension, this Certification Agreement shall be terminated pursuant to Article 6. 5A 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 ProducL 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 6.1(f) above. 6. TERIIIIINATIQN tiP TfiE AGItEENAl:itT 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 me#, return receipt requested or by courier with confirmed delivery. 6.2 Intertek Right To Terminates. 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 Inteertek Requirements or the Client is in default pursuant to Article 7.3; (b) Thirty (30) days after the Client receives written notes in the event oil () the filing of a voluntary or involuntary petition in bankruptcy; (id) the making of any arrangement or composition with creditors by the Client; (ill) the appointment of a receiver for the Client or (iv) the voluntary or involuntary liquidation of the business of the Client. 6.3 OWloatkes 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 Clients 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 16.3.49 (1IM09) Mandatory PER1401C INSPECTION REPORT Pagei of or that Ube ddlwed. State the Iaareanprig if pages g necessary, tila won is not s Report Nub(* FAICWY RePluentadina: Inletrleic ReptwserileWw: TelaMmne Number. Facslra td, !♦Numbe- E-Mail Addraft. Of AOCtJ!Aff rAT1M (It NO OQ 01. or till. or YES to $3, provide c2lerrt with 1. Ar+a Cllntt's �aliorw $ dOCrrrrnerit) Page q Y name, , oonlact, ptnone ll, fao on the on b Mark N/A ❑ Yes jk No I[] if any knoorr.4 please Cur. the incc,rn 2. Are rot hsm(s) N�Yes No of the liter saw? a 3. Has %7LIeen to fire LJ Yes msi? Ir-•. MANuf cireckllate TV�ItG ' l+apoctlor. llsy Check here�a�caba tier �� and and kwai aft ��. (tf NO to any ghreetion� tb 4 nrNrrlber to �' lr team fa � contPfele a Variance i�erpq 4. i�� art or deeaipfion of fpowand hods Contained in the menus! ctual Yp�No (� SD 16.3.14 (knneriy MIDPIR100) _ Mandatory Dlstrlbution: Original inlWalt lttbfidc REV 4/12no Copy Client copy inveciair (c) Continue to honor the terms of Article 4 of this Certification Agreement concerning Indemnification and [lability, which terms shall survive the termination of this Certification Agreement. (d) Fay any remaining outstanding charges owing to Intertek. 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 racqulred 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 suppUed to Intertek by the Manufacturer, Intertek shall promptly notify the Manufacturer. In the event that the Manufacturer chooses to contest the request, Intertek shelf 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 tie 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 dare upon presentsatiarr of Invoices and the Client shaft be considered in default If the charges are not paid within thirty (30) days. Certification fees are non-refundable. 7A 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 Tenn,. This CerifflcaGon Agreement shall continue in effect for a period of one year from the date fist 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. 7.6 Jurisdiction. This Certification Agreement shalt be interpreted in accordance with and governed by the laws of the jurisdiction within which the Intertek office stated in the opening paragraph Is located. lntettek T2rvices NA Inc.ey:(SignatuIntertek individual) By., Wb Davison Title: Director of WHI Certification Date Signed: %(,*I d Rk. a -A , WTS/mm 11/09/09 Accepted By: C&Ny Building Products Company,Inc, ( r Sopparry Name) Dy: (P ropriefor, Partrt or i`aed btflcer - Signature) (Name of Authorized Individual -Printed) Title: y1 !? fn%G���,P<<✓G Date Signed: Page 5of5 So 16.3.40 (111W09) Mandatory Pegs 2 Inspec foes InNafs: ClienVLocadon: 5, Do the inglirIg raw U rials ma tiimthe se noted in NIA lJ Yea 1� No 13. Does the client CCrhdhict the required teeate and/or inspections on incoming material as specified InA r "L R NIA es No ❑ 7. Are NosNIAc j Test Rees Wf ap eparb up to date? S. Are non-n igied air giant rrteriais , NJA Yen No �J 9. Is the client oaridhacllrhg Inspections and tests required in the Listing Report for ln-procsas qualdY W Yft ;d No [� 10, Doee t records acesss ry or rewired knspedbns and loafs? NIA U Yes Jq No 11. Are the up to dalie and inififfied by an Intertek Field Representative? NIA Yea No U 12. le roam used *W CC testing w(ibr algid 0 verilod [] or checked Bohm Ito 0? E calibrated. Deaaribe pnxxidure otherwise. 13. is wilt used llur man 0 0 or c hedind goho go 0? 11r��cri i3rrllflr Ifcallibrated�� [tbibe proceduroolherwilift 14. if Calibrated, can you trace the coal ecpWplin" back to a 110633 lab? CeriNmits, Attached at least annually 2'''` or Nod calibration due dale 15. Does M lent have ne❑w for ma nuliaduring WWI WA Yee NoLX ff so record foe m w equ LABELING - III P=MR - INITIAL AND DATE LABEL LOG BOOKI (E NO io airy weafon complete a Valiance Report) 16. Are YelpnNo the Listing Report? 17. L Merhod- Heparable Labels (Supplied by Intertek) kimprint (by CIS ��h A'Nect either 13. Is lull fi . Yes adequglis? No Q 19. Are log pr ay op }NIA NO a SD 18.3.14 (fomrsrty MIDPIR1oo) E.4. REV 411 1 intertelc 2I o Mandatory Dlainbuution: Original lntertek Copy Chant Copy Invec Corr U Z Q U .. O J J m J 0 W > W Q � 0 Z Q �Z I-W�J W m U O -J U Z Z Q U) o W o- W LJ LJ °� U) a WO �O Z 0 J J Q Z C U 0 z Q W 0 0 m d" W OW 00 Z o� 0 0 V `/ M m W � o Z }Z O Z Q J Z 0 ISSUE DATE W114 �I"0I0�1 REVISION DATE 2-8-2011 4-9 2012 SHEET N2m 1 PRODUCT APPROVAL Report prepared for: Scott Hamilton (Clopay Building Products Co., Inc. (CBPC)) on 3!7!2012 2:41:08 PM DIRECT ,., - ® I Report prepared for: Scott Hamilton (Clopay Building Products Co., Inc. (CBPC)) on 317.12012 2:41:08 PM LISTING INFORMATION OF Clopay WINDCODE® W6 Sectional Doors SPEC ID: 27355 Clopay Building Products Co., Inc. (CBPC) 8585 Duke Blvd. Mason, OH 45040 This re is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. P� P P 9 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 sample tested. This report by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program. Clopay Building Products Co., Inc. (CBPC) 127355 j Rev: Mar 7 2012 1:53PM 1 Uncontrolled Copy WIND LOAD RESISTANT DOORS Clopay WINDCODEO W6 Sectional Doors Clopay WINDCODE® W6 (Sectional Doors f 1,,:�,,... ;Impact Max. !Design Rating Width !Design Pressure Pos. 'Pressure Neg. 'Single Car Double Skin EPS N/A 1 9' - 0" 1 +37 PSF ! -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 Car Double Skin EPS ,Single Yes (Gallery/Artistry/ Expressions 19' - 0" +38 PSF 1 -42 PSF 1 Single Car Double Skin EPS No !Gallery/Artistry/ Expressions 9' - 0" +38 PSF -42 PSF !Single Car Double Skin EPS with Yes f 9' - 0" +38 PSF j -42 PSF Overlay_ I , j Single Car Double Skin EPS with ' No i 9' - 0" +38 PSF i -42 PSF Overlay i 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" 1 +37 PSF -40 PSF Single Car Double Skin PUR with Yes 9' - 0" +38 PSF 1 I -42 PSF Overlay 82 I Single Car Double Skin PUR with i9 No 9 - 0 3 8 PSF 42 PSF Overlay 83 I Y Single Car Steel Pan 84 Yes 9' - 0" -4_2 PSF_ (Single Car Steel Pan 85 No 9' -0. — _+38_PSF +38 PSF -------r----------- 42 PSF — ---- -- -- — — — — —. — SinCa gle r Steel Pan 86 — — �— Yes Gallery/Artistry/ Expressions 19' - 0" +37 PSF -37 PSF Single Car Steel Pan 87 ! No 9' - 0" +37 PSF -37 PSF Gallery/Artistry/ Expressions Is— N Car Steel Pan with Overlay No 9' - 0" - +3? PSF 37 PSF - - -- - - . _ -- -- - - -- [Single Car Steel Pan with Overlay Yes 9' - 0" _ ---'— - +37 PSF ! -37 PSF !Single Car Custom Wood N/A 9' 0" ( +39 PSF -45 PSF _- ,Double Car Double Skin EPS ! No 16' 2" +37 PSF -40 PSF (Double Car Double Skin EPS I Yes ( 16' 2" +37 PSF I -40 PSF Page I of 4 1 Clopay Building Products Co., Inc. (CBPC) 127355 j Rev: Mar 7 2012 1:53PM I Uncontrolled Copy Repon prepared for. Scott Iamilton (Clopay Building Products CO., Inc. (CBPC)) on 3n12012 2:41:08 PM DIRECT r ,,, 'Double Car 18' 2" Steel Pan (120) ' No 118' 2" ! +37 PSF -37 PSF Double Car 18' 2" Steel Pan Yes 18' 2" 1 +37 PSF -39 PSF 1Gallery/Artistry/ Expressions (121) Double Car 18'2" Steel Pan No i 18'2" +37 PSF-39 PSF T ;Gallery/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 Clopay Building Products Co., Inc. (CBPC)127355 1 Rev: Mar 7 2012 1:53PM I Uncontrolled Copy Page 4 of 4 Report prepared for. Scott Hamilton (Clopay Building Products Co., Ine. (CBPC)) on 3i7l2012 2:41:08 PM !Double Car Double Skin EPS Yes 'Gallery/Artistry/ Expressions 1 ;Double Car Double Skin EPS I No !Gallery/Artistry/ Expressions 96 Double Car Double Skin EPS with ',Overlay Yes Double Car Double Skin PUR (98) Yes Double Car Double Skin PUR (99) No 'Double Car Double Skin PUR with j Yes Overlay (100) DIRECT J 162" +37 PSF 1 -40 PSF 16' 2" � +37 PSF 1 I -40 PSF 162" i +37 PSF -40 PSF 16' 2" +37 PSF -40 PSF 16 2 +37 PSF -40 PSF 162" +37 PSF -40 PSF Double Car Steel Pan (101) Yes 1 16' 2" +37 PSF 1 -41 PSF - ----- _-..._.. .. ...__... -- .._. _ __...... Double_ Car Steel Pan (102) No .......... .. _.... 1 16' 2" _---------............. ... +37 PSF -41 PSF Double Car Steel Pan (103) Yes ( 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) f No 16' 2" +37 PSF I -41 PSF Gallery/Artistry/ Expressions - I Double Car Steel Pan (108) with No 16' 2" +37 PSF -37 PSF Overlay ;Double Car Steel Pan (109) with Yes 162 +37 PSF -37 PSF 'Overlay Double Car 18' 2" Double Skin EPS Yes 1$' 2" +37 PSF I -37 PSF (110) i Double Car 18' 2" Double Skin EPS No � 18' 2" �-- +37 PSF I -37 PSF Double Car 18' 2" Double Skin EPS I Yes 181201 +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 I� Yes 18' 2" +37 PSF -37 PSF (114) Double Car 18' 2" Double Skin PUR No ! 18' 2" +37 PSF I -37 PSF l 1 5 Double Car 18' 2" Double Skin PUR ; Yes { 2" +37 PSF -37 PSF with Overlay (116) 118' i Double Car 18' 2" Steel Pan Yes ; 181211 +37 PSF ' -39 PSF Double Car 18' 2" Steel Pan No 18' 2" +37 PSF 39 PSF -Double-Car-1 8 2 Steel Pan (119) Yes i 18 2 , +37 PSF -37 PSF Page 2 of 4 1 Clopay Building Products Co., Inc. (CBPQ 127355 1 Rev: Mar 7 2012 1:53PM 1 Uncontrolled Copy Page 3 of 4 U Z Q 0 V J .. JJ J J ` / L w m J O W in 9 � Q I— Z Q Z I-- Z J W W 20 J 0 � D El El v 0 Z ZLLJ � o W X w W W 0 �O oO Z O J J Q Z U I�'� IJ J Z o_ Q W 0 O U m Z Q W �Z o_j O j 0 NM m �— W � o_ 0 Z � o �z O z Q U - Z O ISSUE DATE AUGUST 2008 REVISION DATE 2-8 2011 4-9-2012 SHEET N21111 2 PRODUCT APPROVAL 127 W. Fairbanks Ave. BUILDING DROPS Suite 438 A Perfect Solution in Every Drop Winter Park, FL 32799 407.644.6957 PH Certificate of Authoritation; 29578 4107-644-2366 FX contact@buildlngdrops.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 DRAWIN6 REPORT CIA. ENTIn' Q.A. up. TESTSTDS. 14039.1 PGW029 PER 1121 NAMI 12/31/2013 AAMA 101-05 11 PGW030 I Note: AAMA 101-05 m AAMA/WDMA/CSA 101/1.S.21A440-0 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. Page 1 of 2 BUILDING DROPS 727W.FairbSuiitte e438 A Perfect Solution in Every Drop Winter Park, FL 32789 407.644.6957 PH Certificate of Authorization: 29578 407.644-2366 FX contactglMl lidingdrops.com Please note that I do not have, nor will 1 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 testis) and sealing the test report(s). Respectfully submitted ,o0,E,5 F. O '`� V i S dT Ib i Digitally signed by Hermes F Norero, P.E. Reason: I am a sr'�� •...,•,,,,,.• ,�. pproving this document Hermes F. Norero, P.E. orzj Qn+lA�ft 7il� Date: 2012.03.06 20:00' 08:34 -05` Florida Registered Professions{Tngineer#73778 Page 2 of 2 UNIT MAX. WIDTH 531V DA.O MAX. - ------ . i WIDTH 49.44" e F 3 4 D 3 .0 UNIT MAX. —" — HEIGHT 72,00" 6141-"X" � A E 3 4 SASH MAX WIDTH 5L2W ELEVATION bLA. MAX HEIGHT 33.25" ASH MAX. HEIGHT 36.31' SEE ANCHOR SEE ANpHOR SLFIE011LL SCHEDULE D.L.O MAX WIDTH 44.3r UNIT MAX HEIGHT i SEE ANCHOR RULE 5[HEULE . SEE ANCHOR SCHEDULE ANCHOR LAYOUT — UNIT MAX. WIDTH 48.00• Al PLy G EM - ,- - 7 ¢4 tNdCt4'}'A�:i 5 433 k MA24 5T,PO &OX "11, B F ROCKY MOUNT. VA 24IN 3i 4 PH: W-40,1434tl PX 640-484-6683 to bL.O. MAX -0. HEI61iT v v7 11- .6 _ SASH MAX HEIGHT 43 �u i H 'X" C" G•. Lv 4 3 4 5 35'er 1 a` U, N^. - A -E W 3 4 SASH MAX. WIDTH 46.25" O ELEVATION iix a INSTALLATION QTY PER EMBEDMENTN EDGE HEAD SILL JAMB O.C. CORNER ANCHOR TYPE TYPE LOCATION SUBSTRATE DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE (IN.) (IN.) (EN•) (IN.) (IN.) #8 SELF -TAPPING FIN I STEEL STUD 3 THtEAD5 WA 12 12 9 4 3/16" rTW TAPCON FLANGE 1 CONCRETE/MASONRY 1 1.25 2,5 1 20 - 20 4 1 #10 5ELF TAPPING FLANGE 1 STEEL STUD 3 THREADS N/A 20 - 20 4 MAX 3 THREADS MIN, HI SHIM SPACE 5 SHEATHING ENGAGEMENT #8 SELF -TAPPING SCfiEW BY OTHERS INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS i METAL STUD FRAMING BY OTHERS #6 SELF -TAPPING SCREW PERIMETER CAULK INSTALLATION ANCHOR BY OTHERS METAL STUD FRAMING BY OTHERS O.A 5 1/4" MAX WINDOW 1 SHIM SPACE 3 THREADS MIN. HEIGHT ENGAGEMENT W t SEE GLAZING_ SHEATHINGOETAIL EXTERIOR INTERIOR BY OTHERS EXTERIOR FINISH BY OTHERS 0 PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH VERTICAL SECTION HORIZONTAL SECTION HEAD - IX WOOD 4 JAMB - STEER. STUD FRAME 4712 FIN 4712 FIN SEE GLAZING DETAIL 1 EXTERIOR O-A WINDOW HEIGHT INTERIOR 1/4' MAX. SHIM SPACE PERIMETER CAULK BY OTHERS EXTERIOR FINISH METAL STUD FRAMING BY OTHERS BY OTHERS SHEATH V46 -#8 SELF-TAPPFIN6 SCREW BY OTHERS- 3 THREADS MIN INSTALLATION ANCHOR ENGAGEMENT E VERTICAL SECTION q Stu-PRE"J'Si00NCaElli 4712 RN 1 4712FL FRAME - HEAD ALUMINUM TYPICAL, WALL tHULNESS: Vise ---I 2.43' 1.2w 4712F FRAME - SILL Ii AIUArN TmcAI. WAl TL•acKNEss .a6r 3.29T 11SASH - ALUMINUM HEAO TYPICAL WALL THl:W4ESY• .06r 1.7n• 1.365 - 2 4712FL FRAME - SILL ALWUNUe1 TYPICAL WALL THICKNESS' .o6r 2.797- L 1 F- a.411• ---•. 4712F FRAME - IAMB 7 TYPICAL THZC**Ss .GW L431' 12 S- SILL ASH NLNA TYPICAL WALL THICKNESS .062' r- zT . 1— EXT VERTICAL SECTION 4 MileTB1G IelU4 4+L 2 MLA -IAMB 4R7wZFMRL LTAMB CLIPTYPICAL WALL THICKNESS: 06r TYPICAL WALL 1MCK14ES5:.062- T 2.4I31• 2. 1) r 2.M9, L (� 4812F FRAME - HEAD 4812F FRAME - SILL \-/„ WA�'TIHICKW5S:.06r \�J TYPICAL WALLTHICKNESS,.THICKNESS, .06r .�__ z.4a7• -1—T L7185' f J.247• SASH - JAMB MEETING RAIL 13 ALUMIMM i ALUMINUM TYPICAL WALL THICKNE55:.062" TYPICAL. wALL THICIPEss:.062" 129r low 2.a4• --•� 1b17- L BILL OF MATERIAL NO. PART NUMBER DESCRIPTION MATERIAL MANUFACTURER 1 11068 4712FL FRAME - HEAD ALUMINUM PLY GEM 2 11929 4712FL FRAME - SILL ALUMINUM PLY GEM 3 11070 4712FL FRAME - JAMB ALUMINUM PLYGEM 4 11451 4712FL -JAMS ANCHOR CLIP ALUMINNUM PLY GEM 5 10372 Ot2f FRAME - HEAD ALUMINUM PLY GEM 6 11927 4712F EMW - SILL ALUMINUM PLY GEM 7 10374 4712F FRAME - JAMB ALUMINUM PLY GEM 8 10379 4912FFRAME-HEAD ALUMINUM PLY GEM 9 U928 4812E FRAME - SILL ALUMINUM PLY GEM 10 10381 4812E FRAME - JAMB ALUMINUM PLY GEM U 11622 SASH - HEAD ALUMINUM PLY GEM 12 11926 SASH -SILL ALUMINUM PLY GEM 13 10377 SASH - JAMB ALUMINUM PLY GEM 14 11623 MEETINGRAIL ALUMINUM FLY GEM 15 V - 490 (TYPJ GLAZU46 BEAD VINYL PLY GEM 16 V - 7145 FIXED JAMB SHIM ALUMINUM PLY GEM 17 V-7139 SASH SHIM ALUMINUM PLY GEM ill v - o- SCREEN RETAINER ALUMINUM PLY GEM Nb #: P&W029 HEET: 2 OF 6 PLY GEM 1,%,; li 433 N. MAIN ST„ PO a0X 559, ROCKY MOUNT, VA 24151. PH, 5I0-414-634R FX 4464a4-66Ri INTERIOR Y "1 - SEE GLAZING v DETAIL 1 2i I z° w IIs30 EXTERIOR ly Uj H ty INTERIOR 4712F FRAME HEAD 5 ALUMINUM TYPICAL WAIL TRtCKNESS:.o62* F2.4r-� i0 4812F FRAME - JAMB ALUMINUM TYPICAL WALL THICKNESs: 06r _ 2�1 2.769- GLAZING BEAD VINYL a el DWi GWa29 SHEETS 4 OF 6 06 PLy, GEM t"-�IC79r'a 433 PL MAIN 6T, PO SOX 554, ROCKY MOUNT, VA 24151 Pk 540-0"M FX No "ll-66113 dd26Rs � Ic W Q •x`r2,J �� Kg j� ro V� G ai o , DW6 #: PGW029 SHEET. 6 OF 6 a, i 3/16" 171W TAPCON INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY A IX WOOD BLOCK BY OTHERS IX WOOD BLU BY OTHERS EXTERIOR FINISH . BY OTHERS PERIMETM CAULK 1/4" MAX J O.A. $Y OTHERS 1� SHIM SPACE WINDOW \ HE1:6HT j SEE GLA2'ING E. DETAIL 1 INTERIOR ��VERTICAL SECTION HEAD-11INOOD/CONCRETUMASONRY 4711 FLAME 2 112" MIN EDGE DISTANCE 11/41 MIN. EMBEDMENT EXTERIOR INTERIOR SEE GLAZING DETAIL I �\ OA, WINDOW HEI614T STRUCTURAL GRADE sal ICONS BY OTHiERS 2 1/4" MAX. SHIM SPACE EXTERIOR FINISH BY OTHERS . . UC WOOD BUCK •� BY OTHERS ? . CAULK BETWEEN CONCRETE/ MASONRY 61X WOOD BUCK BY OTHERS COIJTE/ MASONRY BY O'IHBtS A VERTICAL SECTION SILL-111 W=1/CONCRETE/MASONRY 47U FLANGE BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS Q.A. 1 WINDOW HEIGHT f j SEE GLAZING DETAIL I EXTERIOR 3 THREADS MIN, ENGAGEMENT #g SELF•TAPP" SCREW INSTALLATION ANCHOR METAL STUD FRAMING / "OTHERS 1/_MAX`. SHIM SPACE 3 THREADS MIN. ENGAGEMENT #10 SELF-TAPPSCREW INTERIOR ING INSTALLATION ANCHOR 4 13 METAL STUD FRAMING 1 BY OTHERS SEE GLAZING DETArL1 SHEATHING -- BY OTHERS EXTERIOR 3 EXTERIOR FINISH BY OTHERS O.A. PERIMETER CAULK WIND" By OTHERS WIDTH D HORIZONTAL SECTION IAMB - STEEL STUD FBAME 4712 FLANGE 1 1/4' MIN. EMBEDMENT 1/4" MAX CONCRETE/ MASONRY BY OTHERS SO" SPACE CAULK BETWEEN CONCRETE/ MASONRY 61X WOOD BUCK BY OTHERS INTEf4IOR 1X WOOD BUCK ' - 3/16' rT'W TAPCON 4 INSTALLATION ANCHOR 3 1 MIN. EDGE DISTANCE SEE GLAZING DETAIL 1 EXTERIOR FINISH EXTERIOR BY OTHERS PERIMETER CAULK O.A. BY OTHERS -�- WINDOW WIDTH rC� HORIZONTAL SECTION JAMB-1X W000/CONCME/MASONRY - 4712 FLANGE V4" MAX. 5HIM SPACE 3/4" Q.A.IN.alAa4TED GLASS INTERIOR DOW 1199 SILICONE ��VERTICAL SECTION t� HFAD -1X WOODI'-1X WOODI'p� 1 4Bu FIN Va" MIN. GLASS SEE GLAZING BITE DETAILI 17 ` 1 GLAZING DETAIL 1 l EXTERIOR i2 INTERIOR OA, NOTE: WINDOW 1/4" MAX GLASS TFiICKNE55 AND TYPE HEIGHT 9 SHIM SPACE MAY VARY PER ASTM E 1300 j GLASS CHART REC"REMEN►'S -.. - PERIMETER CAULK BY OTHERS EXTERiL)RFISH NI METAL STUD FRAMIN6 BY OTHERS BY OTHERS SHEATHING _#8 SELF -TAPPING SCREW BY OTHERS 3 THREADS MIN. INSTALLATION ANCHOR ENGAGEMENT j VERTICAL SECTION 5 SAL- PRECAST CONCREFE 4812 FIN #8 SELF -TAPPING SCREW INSTALLATION ANCHOR � METAL STUD FRAMING BY OTHERS i, 00 PLy GEM tiV1Pt)f)WS 433 N. MAIN ST, PO 6OX 559, ROCKY MOUNT. VA 24W PH 640�464,&M PX: 740184.6663 R '? bWG #k PGWO29 SHEET' 3 OF 6 U4• MAX. SHIM SPACE PLY GEM 433 N. MAIN ST.. PO kW 5a9. ROM MOUNT. VA 241M INTERIOR pH. 54O4"MO" 6FX 543-494.6612 4f 13 �. i SEE GLAZING 12-1 3 THREADS MIN. DETAIL 1 ENGAGEMENT va) < Ed g x SHEATHING-- BY OTHERSix a o F EXTERIOR i EXTERIOR FINISH 10 Z BY OTHERS PERIMETER CAULK O.A, WINDOW BY OTHERSWINDOW WIDTH HORIZONTAL SECTION IAMB - STEEL STUD FRAM[ 4812 FIN ( f 1/4" MAX. Z SHIM SPARE 71 H qq F #8 SCREW 3 a 5ELF-TAPPIIN6 T ANC1iOR I11 'n INS ILLATION Cl METAL STUD FRAMINNG BY OTHERS 10 ^3 INTERIOR THREADS MIN' ENGAGEMENT ; +1`� k ' SHEATHING +•a BY OTHERS EXTERIOR FINISH •1 16 SEE GLAZING BY OTHERS DETAIL 1 PERIMETER CAULK BY OTHERS 0- < m EXTERIOR OA. j s a� � c Z —WINDOW 65 a WIDTH DWG # HORIZONTAL SECTION PC7 rj JAMB-SfEELSTUDFRAME SHEET:4612 FIN 5 OF 6 U Z 0� U LL m p 0 O W Q I• Z Z W 0� J m U 0 MEMO — V/ U Z O U o w Q W w Ul w R z o �_ V Z J Q 0 W Z 0 W 0 o m 0 W W o z O o o v V N 5 m _ I-w O O 0 Z = �o �- Z og U z Z O ISSUE DATE AUGUST 2008 REVISION DATE I 4-9 20 12 SHEET N3 PaoDucr APPROVAL 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH 95.00" MAX. PANEL HEIGHT 96.00 MAX. 4 DOOR 91.25" HEIGHT MAX, D.L.O. HEIGHT MONO SCREEN PANELS NOT SHOWN FOR CLARITY. MAX. SCREEN PANEL HEIGHT: 94.50" MAX. SCREEN PANEL WIDTH: 49.00" 96.312" MAX. DOOR WIDTH B C 6 b 96.00 DC HE1 ELEVATION EXTERIOR VIEW - 2 TRACK 96.00 DC HEI 48.5(" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 February 24, 2012 TO: Whom It May Concern 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407-644-2366 FX contact@buildingdrops.com 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#: FL34634 PRODUCT CATEGORY: Exterior Doors PRODUCT CATEGORY: Sliding Exterior Door Assemblies 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 Buildine Code. SECTION DRAWING REPORT QA ENTITY Q.A. EXP. TEST SIDS. 14634.1 PGWO63 PER 1427 NAMI 12J31/2014 AAMA 101-97 14634.2 PGWO63 PER 1427 NAMI j 12/31J201.4 AAMA 101-97 14634.3 PGWO64 PER 1428 NAMI 12/31/2014 AAMA 101-97 14634.4 PGWO65 E 1 2 PER 4 9 N NAMI 1 12/3 /2014 ASTM E 330-02 - -, AAMA 101-97 Note: AAMA 101-97= AAMA/NWWDA 10111.S.2-97 Page 1 of 2 147.000" MAX. DOOR WIDTH 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH B C 6 6 N 95.00" 10 MAX. P M PANEL 10 g HEIGHT 'MAX. G L - 9 IV IOR 91.25" 8 GHT MAX. D.L.O. HEIGHT 142.560" MAX. DOOR WIDTH // oo 0 O 95.00" 10 10 MAX. P P PANEL 10 10 HEIGHT 'MAX. J L L 9 'OR 9 9i.25" 9 GHT MAX. D.L.O. HEIGHT 0 ELEVATION �v ELEVATION ,v '�' ip tt I vil 433 N. MAIN ST..,, PYO BOX 559, ROCKY MOUNT. VA 24151 PH; 540-484-6348 FX, 540-464-6683 D 00 of 0 o� uLnr en g W �—i ` �} u_ to at X �za vl m -wC, L W W pI�( h V N4C CL u_ WZ g 1 F' uj Ci n •a d Z � R 9 K A 9 W Na 68101 r, j; (� o m 2LU _ - � _ ♦ ..- h' 'Nn i^i emu- N Cam' 1- Z� -STATE OF :•lug �✓'✓. /� 1/ D V ,0,�, DWG#: +`1tONAk-- SHEET: 2 OF 11 A- 127 W. Fairbanks Ave. BUILDING DROPS Suite438 A Perfect Solution in Every Drop Winter Park, FL 32789 l 407.644.6957 PH i t h I Certificate of Authorization: 29578 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). Respectfully submitted,.,,00 F Firms+�1,, '" ' ar ♦ �F . Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Hermes F. Norero, P.E. + M s Date: 2012.03.0619:57:09-05'00' Florida Registered Professional Engineer #73778 NOTE: SCREEN PANELS NOT SHOWN FOR CLARITY. MAX. SCREEN PANEL HEIGHT: 94.50" MAX. SCREEN PANEL WIDTH: 49.00" 48.50" I 45.25" 9', N P� HE 96.00 MAX. DOOR HEIGHT 96.00 DC HE] Page 2 of 2 193.750" MAX. DOOR WIDTH 48.50" MAX. PANEL WIDTH 7 7 45.25" MAX. D.L.O. WIDTH B c 6 6 yo 0 10 " N 95.00 10 MAX. p M P PANEL g 10 9 10 HEIGHT G 'MAX. 8 OR 91.25"V L L 9 F 9 V GHT MAX. D.L.O. HEIGHT 0 %/ ELEVATION<ba) EXTERIOR VIEW - 2 & 3 TRACK EXTERIOR VIEW - 3 TRACK .T' No! 68101` r .,4 O`R:C) .• if .,��ss 0NA� re 433 N. MAIN ST, PO BOX 559, ROCKY MOUNT. VA 24151 PH; 540484.6348 FX; W 484-6683 D 00 M A a N 00 u m n LLi U) uJ r v? < "- % (n 14 ix �Z'C Lu Lu D w u J �j _ a 3 ± �m r m10 m cn �: zt lu < Z o D DWG #: P&W065 SHEET: 3 OF it U Z Q U J .. O J / m LL _j w 0 w > Q r Q Z W Q� J m U 0 -j U � ZLLI 0 0 CL 0w O Q w rn� V 0 Z �_ � r ^ v, J J Q Z Q Z Z J w W a o m Z W ` r W a0 z O o O J r n `/ C1 M m �. w 00 Z CK o G_ Z Q o5 �Z Z 0 ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET N 3-ml PRODUCT APPROVAL 6.00' MAX FROM CORNERS, TYP -- 20.75" MAX O.C, TYP 6.00" MAX. FROM { CORNERS, TYP 2015' MA INSTALLATION ANCHOR, TYP 6,00' MAX. FROM CORNERS, TYP --.- �� 19.25' MAX. O.C. TYP 6.00" MAX. FROM CORNERS, TYP 20.75' MAX. O.C. INSTALLATION ANCHOR, TYP TYP 6,00' MAX FROM CORNERS, TYP �I I .-I-- 20.75" MAX O.C. TYP 6.00-MAX FROM CORNERS, TYP-20,75- MAX O.C. TYP ANCHOR LAYOUT 6.00" MAX FROM CORNERS, TYP MAX. O.C. TYP 6.00' MAX. FROM F718.63" j- CORNERS. TYP I 20.75" MAX. O.0 TY INSTALLATION ANCHOR TYP s W MAX. FROM CORNERS: TYP [---"",- 20 75" MAX O.C. TYP 13/4" MIN, SEPARATION - - -'3/4" MIN. EDGE DISTANCE 21/2" MIN. EDGE DISTANCE ---- CAULK BETWEEN CONCRETE/ MASONRY - - CONCRETE/ MASONRY A IX BY OTHERS �� ! WOOD BUCK BY OTHERS IX WOOD BUCK BY OTHERS - _ 1 1/4" MIN. EXTERIOR FINISH RS ` \ < • P EMBEDMENT BY i 06 1/4' MAX. SHIM J PERIMETER -� R BY OTHERS i 3/16' ELCO TAPCON t9 INSTALLATION ANCHOR (q V �J EXTERIOR INTERIOR JE1 VERTICAL SECTION OVA. % CONCRETE/MA.SONRY•HEAD UNIT )TRACK HEIGHT EXTERIOR INTERIOR -C� !' 2• 10 12 \ 19 /�, (24 PERIMETER CAULK ' BY OTHERS 1 SET SAL IN BED OF CAULK t ,• •"� 4 1 1/4" MIN OR WET CEMENT 4 ly j f+ "< EMBEDMENT 3/16' ELCO TAPCON INSTALLATION ANCHOR 21l2' MIN. 1 3!4' MIN. CONCRETE! MASONRY EDGE DISTANCE SEPARATION By OTHERS VERTICAL SECTION CONCRETE/ MASONRY - SILL 3 TRACK INTERIOR EXTERIO HORIZONTAL SECTION REINFORCED BUTT STILE W/ SCREEN ADAPTER INTERIOR EXTERIOR p HORIZONTAL SECTION INTERLOCK W/ SCREEN INTERLOCK °: PWGEM 433 N MAIN 61, PO BOX 55fl, ROCKY MO44T, VA ULM PF'.'. 540-4r{4-434d FX: 54fi-414-Nd3 V1 S m V! m v �N a H O tY � Vf �ii x O a c mm CG � % Wat !'1 AID, Z L Lu tl m Ili N t ZZ Yy •l' �� �z bW6 #. PGW065 SHEET. 4 OF 11 Ply G.E 433 N. MAW 5T PO COX 559, ROCKY MOUNT VA 24151 PH: 5W-4M-6346 FX: SW-A,Y -. 3 tl m h h o d O W M 3/4" MIN. EDGE DISTANCE !- 13/4" MIN. SEPARATION w `2 <" v Z c 2X WOOD FRAME lye � BY OTHERS y T I \ ] 1/2" MIN. F f6 tl ti a SHEATHING BY OTHERS10 EMBEDMENT 5 LU c11� I EXTERIOR FINISH ,\ G' 4n r^' +` BY OTHERS ✓,_ _ �rl/4' MAX. SHIM J r � PERIMETER CAULK BY OTHERS 13 '_31 V 06 23 Z O #10 WOOD SCREW 19 INSTALLATION ANCHOR vi 8 2 EXTERIOR INTERIOR UNIT - d/ HEIGHT F VERTICAL SECTION 2X WOOD FRAME - HEAD 3 TRACK A E t 3 �6�C5 Sp ^ m * - N88101im � x STATEOF . . r4u: F/ DW6# 0 R,oP PGw065 SY/ONAC SF ET 7 OF 11 EN'`,, INTERIOR �.p SC i 22 16 15 . 15 EXTERIOR O HORIZONTAL SECTION SCREEN BUTT STILE -� = _ PW GEm 4)3 N MAIN Sr.. ro BOX 559. ROCKY MOUNT. VA 24152 PH: 540.464.4346 FX'. 540.AM4 C43 m w 8 (7 m H m v N c ;a Lu R'S tl BILL OF MATERIAL5 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 3 TRACK FRAME SILL ALUMINUM PLY GEM WINDOWS 5 2 TRACK FRAME JAMB ALUMINUM PLY GEM WINDOWS 6 3 TRACK FRAME JAMB ALUMINUM PLY GEM 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 RAC -ALUMINUM ALUMINUM PLY GEM WINDOWS 11 PANEL LOCK STILE ALUMINUM PLY GEM WINDOWS 12 SCREEN BOTTOM RAIL ALUMINUM PLY GEM WINDOWS 13 SCREEN TOP RAIL ALUMINUM PLY 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 SCREEN/PANEL BUTT STILE ADAPTER ALUMINUM PLY GEM WINDOWS IB FIXED PANEL ANCHOR CLIP ALUMINUM PLY GEM WINDOWS 19 61AZING GASKET VINYL PEPCO 20 HI RISE SILL RISER EXTENDER ALUMINUM PLY GEM WINDOWS 21 PANEL BUTT STILE REINFORCEMENT STEEL ELLIOT 22 CENTER FIN WEATHERSTRIP - 0.25' LONG ULTRAFAS 23 CENTER FIN WEATHERSTRIP - 0,35" LONG ULTRAFAB 24 CENTER FIN WEATHERSTRIP - 045' LONG ULTRAFAS 25 ADJUSTABLE DOUBLE METAL ROLLER A55EMBLY BUILDER'S HARDWARE, INC. 26 SPRING LOADED ADJUSTABLE META. ROLLER BUILDER'S HARDWARE, INC. 27 5/8" OVERALL INSULATED GLASS 5/32" TEMPERED 6!OVERALL 28 j5CREENFANftSrDE SWEEP ULTRAFAS cn 0 LIJ Ln tl -Si k N=Z V N VG #: PGW065 IEET: 10 OF 11 b.00" MAX. FROM CORNERS. TYP �+--�-18.13" MAX, O.C. TYP 6.00' MAX. FROM CORNERS, TYP 20.75" MAX. O.C. TYP � wsrauanoN ANLHoa, TYPj 6.00' MAX. FROM CORNERS, TYP -I --.-I- 20.75" MAX O.0 TYP ANCHOR LAYOUT 6.00' MAX. FROM CORNERS- TYP 16.10- MAX, O.C. TYP 6,00' MAX FROM CORNERS,TYP c f t 20.75" MAX. O.C, TYP LNSTAILAT ION ANCHOR, TYP t11111//j/ `�,J�y is 8 P Y 90 PU Gnu . r No' 6ef01 r 433 N MA rr si ro BOX 5". _ ROCKY MOUNT. VA 24'51 O STATE :Ot PH: 540 444 6346 Fk: 54J-4d4-6663 /S/ON AL��•`� ' ///lll a t� m Od0 n }1 V VI N $ t4ALu y < Z +/ n m R a Ali w i# J ~ Q( ! -c K' m m Z 0 N LU tl I ig<l/ % nl f 6.00" MAX FROM CORNERS, TYP -- «� 2C.75" MAX, O.G. TYP ANCHOR LAYOUT CAULK BETWEEN 1X WOOD BUCK 6 CONCRETE/ MASONRY BY OTHERS 3/4"MIN. EDGE DISTANCE 1 3/4` MIN. ,. Ar + SEPARATION r 21/2''MIN. EDGE DISTANCE 1 1/4' MIN. EMBEDMENT 1112' MIN. EMBEDMENT 1/4" MAX. SHIM INTERIOR INTERIOR 1/4" MAX. SHIM . �-1-11 Z3 3/16' ELCO TAPCON SEE 6LALIN6 L3 5 INSTALLATION ANCHOR DETAIL 1 i 31, ; j- SEE GLAZING DETAIL 1 Viz- f. �- EXTERIOR 1X WOOD BUCK BY OTHERS PERIMETER CAULK BY OTHERS EXTERIOR FINISH -� BY OTHERS O.A. UNIT WIDTH CCIZONTAL SECTION 8 j ONCRETE/MASONRY -JAMB 2 TRA= INTERIOR 2X WOOD FRAME BY OTHETIS #10 WOOD SCREW • INSTALLATION ANCHOR - k 1 3/4" MIN. SEPARATION ] I r 3/4" MIN. EDGE DISTANCE EXTERIOR <� PERIMETER CAULK\ SHEATHING BY OTHERS By OTHERS EXTERIOR FINISH BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 8 2XWOOD FRAME =JAN61 : TRACK 5/B` O.A. INSULATED GLASS i CONSISTING OF' 01563"TEMPERED 6LASS, is / 0.AIR SPACE, I ! 0.1563i963' TEMPERED GLASS, 0.75' GLASS SITE \-- EXTERIOR GLAZING DETAIL 1 <w Z ><< vZ tlo 3 1n bWG #. PGW065 SHEET: C OF 11 PLy'Gt-M 433 N. MA:N 51'., PO ROX b5i. ROCKY NOJ4'T. VA 25.51 PH: 541W4.046 Fk: 54 -4-4"3 tl v yy 0 1L tC�F <z� Y N ]< 0Zc , g. m �m<a N Of H tl 12 '� - OWC V V, a EE`` 1-c �m X N 11T n 9 In �JJ E_4 �6 n P `\cFAS�OG, / l r1lizb 1 x V uz 9 �<TATE,,t J . /�i O1 DW 6 #: �CFPG,=W'.- oA PGW065 ,�SS.�NAV" 0� SHEET: 8 OF 11 HEAD 3 TRACK SELL TRACK CollTYP. WALL THICKNESS 0,062" J TYTP. RA WALLRTHICKNES 0.062" \ 3� TYP, WALLAME SILL TRACK 3 TRACKRAME THICKNE55 0.062` TV?. WALL THICKNESS 0.062" 6 01" 7.41' I ---- 7.77' - -1 1.46` _ 1.Lg' 1.46� { I PANEL INTERLOCK i1 TOP RAIL ! PANEL BUTT STILE ADAPTER /, BOTTOM RAIL 2 TRACK FRAME JAMB NE5 TYP. WALL THICKNESS 0.062" BJ TYP. WALL THICK5 0.062" `9i TYP. WALL THICKNESS 0,062" �0% TYP. WALL THICKNE55 0.062" (D5 TYP. WALL THICKNESS 0.062" 2.52` -- �----i' 0.94" -- 2.06" I 1-G0' 1.76" 13r 2.06LOW ( ]1 PANEL LOCK STILE ;12, SCREEN BOTTOM RAIL (13` SCREEN TOP RAIL i 141 SCREEN INTERLOCK LOCKSTIi-E I� TYP. WALL THICKNESS 0.062' �._! TYP. WALL THICKNESS 0.045" `.� TYP. WALL THICKNESS G.Q4B" •�� TYP. WALL THICKNESS 0.046' - 231" --- 104" ] 00' 1-14" 2.11` 2.06" 2-� �_` 3 TRACK FRAME JAMB l \ TYP. WALL THICKNESS 0.0 0.94' �5 SCREEN LOCKSTILE 76 SCREEN BUTT STILE 17 SCREEN/PANEL BUTT STILE 18 FIXED PANEL ANCHOR CLIP �J TYP. WALL THICKNESS 0045" \� TYP. WALL THICKNESS 0.062" J ADAPTER TYP. WALL. THICKNESS 0.045' TYP. WALL THICKNESS 0.G45' b " 1.41" � -1.85' I 134' t.25, 1.15" 2.37" A I 7.36' i14 ` 61.AZI11* GASKE T '2Q rG RISE SILL RISER EXTENDER 21\ PANEL BUTT STILE REINFORCEMENT TYP. WALL THICKNESS 0.065" �� TYP. WALLTHICKNESS 0.062" J TYP. WALL TF ICKNF55 0.12 51 GAUGE) ,,A`y11+SIKSP �� 1-��yy -- 2.00" - I -1.00" .. `` �`+. /1 0 0.65" J P •��GEhSr OG�� i 47" 0.86" i- r y _ 9 STATE -OF' WCG O OR F` o DNA 15�`'`. PLy'GEM 433 N. MA.N 5V. PO BOX. b W ROCKY MCPJVT VA 24:51 PH: 543R64-5346 FX'. 54i464-6L64 P 8 H � m ~ g tn K. aL Z ifJ to m �m�ccuu �C w a<zi u ork 0 m Z 0 H G LLJLu tl • T "D m � (O W 1" IN�• :1 u Z V15' V1 VG #: PGW065 4EET: it OF 11 1 3/4" MIN. SEPARATION 3/4' MIN. EDGE bISTANCE 2 112" MIN. EDGE DISTANCE CAULK BETWEEN CONCRETE/ MASONRY BY OTHERS-, CONCRETE/ MASONRY 6 IX I WOOD BUCK BY OTHERS 1X WOOD BUCK \` 1 BY OTHERS 1. zz !• 1 1/4' MIN. EXTERIOR FINISH EMBEDMENT BY OTHERS \ -� i _A_ roln1/4" MAX. SHIM -� PERIMETER CAULK ---' BY OTHERS 13 / �\ 3/16" ELCO TAPCON`� INSTALLATION ANCHOR (-) (2]), INTERIOR EXTERIOR A`} VERTICAL SECTION O.A. CONCRETE/MASONRY • HEAD UNIT 2TRACK HEIGHT EXTERIOR INTERIOR 3/4' MIN. EDGE DISTANCE 1 3/4' MIN. SEPARATION 2X WOOD FRAME BY OTHERS 11/2" MIN. SHEATHING 4 EMBEDMENT 8Y OTHERS j EXTERIOR FINISH - BY OTHERS s / 1/4" MAX SHIM -1 PERIMETER CAULK -' BY OTHERS I3 ' / Yl / Z3r O.A, 410 WOOD SCREW q, UNIT INSTALLATION ANCHOR `✓ HEIGHT C� C EXTERIOR INTERIOR �"C VERTICAL SECTION . LIM 6 2X WOOD FRAME - HEAD 2TRACK � pLyy !G 463 N MAIN S . FO COX' 9, 003Y MOWT, VA 24151 PH. 5413.434-634A Fk. 54C-o" A33 o cticpp V3 . a. (I V1 N Im. p LAU O Z < tWi 1pyQ(1 W °° i tl m V) Z 0 LLJ � a PERIMETER CAULK BY OTHERS n SET SELLIN BED OF CAULK ' 1 11/4" MIN. I K OR WET CEMENT �' . M . EMBEDMENT - 3i 3/16' ELCO TAPCON ,P`'1% y \S SP�/4, a a INSTALLATION ANCHOR ^\. f �� �Q 1 3/4" MIN. ..CONCRETE/ MASONRY EDGE DISTANCE SEPARATION By OTHERS q VERTICAL SECTION ' w y a i T Z \ Y aY < 1(\ \ p tl V N CONCRETE/ MASONRY -SOIL 9 STATE: (A2 TRACK MCI # 011, /OMAU PGW065 ?�,`, SHEEF. - - 6 OF 11 Py,G 11/4' MIN. EMBEDMENT ----1/4" MAX. SHIM 433 N. MAIN ST PO BOX 55Y, PCCWY MOihT VA 2.4151 CAULK BETWEEN IX WOOD 1/4" MAX SHIM - -1 1/2" MIN. EMBEDMENT A w 464-C3fd FX 54 644663 BUCK 6 CONCRETE/ MASONRY BY OTHERS 21 11 0G AM r j INTERIOR INTERIOR t �1 8 1� 23 r2 �+ _-2X WOOD FRAME sin° m 3/4" MIN. EDGE r F/ + „Id- BY OTHERS V) DISTANCE < q� L` 6 #10WOOD SCREW - X-l. ' u� O } <a 1 _ - Sy INSTALLATION ANCHOR 12 ii � 3 1 3/4" MIN. •''�3/16" ELCO TAPCON i ` i 3/4' MIN. Ili v SEPARATION TYP - 1 1 I SEPARATION TYP. -' INSTALLATION ANCHOR }= ( f FI m r y /� ! 3/4" EDGE 211211 MIN EDGE 27 19 . i DISTANCE 10 DISTANCE m d II ]X WOOD BUCK .... EXTERIOR EXTERIOR i :. : SHEATHING BY OTHERS N BY OTHERS / 15 / Z I EXTERIOR FINISH BY OTHERS / PERIMETER CAULK BY OTHERS PERIMETER CAULK BY OT}fER5 -' EXTERIOR FINISH BY OTHERS 0 H --- O.A. UNIT WIDTH ---� O.A UNIT WIDTH w SECTION 11 K� HORIZONTAL SECTION W HORIZONTAL 9 CONCRETE/MASONRY-JAMB 9 27(woO3TRACK MC tl 3 TRACK i INTERIOR <il 19 G yl EXTERIOR L1 HORIZONTAL SECTION 9 INTERLOCK INITERIOR 21 2 11 Il !9 / 27 CrR O . i r _ * Ni EXTERIOR 199 o� 'STATE `P. aww= U % -//I /W HORIZONTAL SECTION ,F`S • C A t O •(7� • (� REINFORCED BUTTSTRE R 9 Fs;9 I'4*6 3S V'6 uZ a PGW065 4EEi`• 9 of I1 U Z Q � v � 0 J � `.. / u- w W J Q � Z Q W I- Z W U O ❑❑❑ U � Z Ld O V) o > O W of W `n " V V Z it ■ U J J Q Z Q � U Z J_ W (1 w'w o af m Z c� v U, r♦ ` W ao z T o� O N m Q- ~ w O 0 Z Z 0 Q Z Z O ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET ■ PRODUCT APPROVAL Rt R w Building Consultants, Inc. Cunwldna and Gerjructbgl Son-6m fox the Building Induxiry C PA. sa,c 230 VAM r•1. 31595 iN,uee t13 ti.%9197 Fkr.ki.1k. 4ofPlufaes lftfmms CenrkaeotAutlldiMMNo.9911 Product Ca Sub ry Catego Wnufacturar Product Name awrngin9 Tbemla TIu Corporation smooth Boas. Finer clastow classic crtlt a cto"k crita suss. Mariner Exterior Goat 11a biduotdO Or. Flberglast Oland Door Doors Antlettablites P,dgerbOn, OH 4MIT lnawblg I Outlawing Phone 416.298.1740 `Im This is a Product EvakAbi Issued R WConsultants,I I ' Buiidn rw and Lyndon F. Schmidt, P.E. (System D ask 9y r 1 for Tru C t188 Thsrtna anon based on Rule Chapter No. 9N-9 Method 1d of the Stets of Floridaroxfl.xd al 1 Corporation P� Approval, DepartrneM of Community Affairs-Florids Budding Commission. RW Building Consuftenis and Lyndon F Sontridt, P.E. do not have nor will acquire financial interest in the company manuraduring or dlatrbutlnlg the product or in any other entity involved in the approval process of the product named herein. LaxfrNkne: 1. This f has best) orvallrated arid is in coin larrc@ arilft die 2010 Florida Building C F rat uirsrrlarlw Including Code f,;C structural ui the Proms PI (FBC) "High Velocity Hurricane Tune' (HVHZ). 2, Product anchors ens shall be as Isruld and spaced ea ahoham on tlotafle. Arlahtx elntiadmam k1 naae matanal shell De beyond wall dress ing nA or Below. 3. Wkeri used in the "FiVHZ' ants product complains with section 16Z8 of tine Fionds Building Coca e r and doer net utra an seas ratetarn p t A require �P cover titg. 4 When t:lsetl In sasses aufNde at ills-tMir r Lin wind twnfs debase re6reiien this product ce with a let Section 1609.1 2 tX tint � A P p � 2010 FBC and doer nor require an nPacraalstan covering. This; Product massmu she level I'D" aid in cludes Wind 2ote 4 as defined In ASTM 1519ge and Section ION. 1 2A of the FBC. & For 2x loud framing oomuuction, anchoring of those unite "I be the same as that shown for 2x buck masonry construction. Sim conditions that datrate from aia Is of F1,1 76.1 r e i n n r 6. deist drawing 00 require iurtnet• n9 rt� nA analysis by a licensed aigi oe or ...gyrconed archfital 7. OuWfAng waft urOws L alrgl ooati outawYig it"931 mBet wader nfiltration rerµrirenlents for "HVHZ'. a. @tawing corfWatione and autawYfA confliglxations using item #18, #14, #15, #16, #34 and item i do not rust the water infiltration naWli ements for the "HVHZ" and shall be trtafehod only in nor4undt" arm or at habitable locations proieded by an evernaag or such that the W between the of cart or overha to it i an . a t IatK itt 4b tees �P! 9le � canopy rt0 dN 9. Sea drawing FL-10978.1 for size and design pressure anmftm. $ 00cuarenfs; uAP�'�g 1 sat- oast Standard Asa No. T d t :boas t 7 nd �t try TEL 01#a4338 A B C ASTM D638-03 ASTM D162046 atanaLAbs L en Sarni P E. . . ldf, ASTM 62843.09 TEL 014W3U A,8,C ASTM D635-03, ASTM 01IM96, Ttofimp Eyaluobn Luba Lyndon F. Schihift. P.E. ASTM 02$4"9 TEL 01460030 TAS 201-94, 202-04 & TAB Z03 94 Testing Evaluation Lab., Inc. Wen deN W. Haney, P.E. 5TT800001 ASTM G2i Sub-Tropicai Testing Lon Hicks, VP Operations 15427-107382 ASTM Eli Con Offlegat Pont Laborntortae W9gam € Fitch P.€. AT197"V-108-18 ,4I 01929-26(2000)ol Architectural Testing, Inc. Joseph A. Reed, P.E. 2. wamwu4oN1M Mat r airs 064)206,01 Bali trltafaYY'N b'1 3alllth, 3. Drawling Ncl,. Prr3uamd by AWA29 & Sealed by No. FL-10075.1 aw Budding Consultants, inc. (CA 41daia) Lyndon F. 8chnit , P.E. 4. cakuiaoom F!nmued by Started & Sealed by Anchoring FW Suknrg Consuarmi, Inc (CA "613) Lyndon F. 9c4xnidt, P.E. ASTM 0.100 Glans Low Lyndon F. 5chrnidk P.E. 6- Quallly Assurance , Certificate of Parkillm8on issued try National Accraditatian and Manego3ment Institurs, certifying that Therms Ttu / Corporatia7 Is maratfattiurli pitxtticts within a quality assurance program that complies with 18bilEC 17mo and / ,r. 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L, n,l, II11'111`II„I111 I, I. `'i I II C I !I l LII „ � -,: I „�"II I I I ,(.- 1. 1 I y„IIIII IIII I I111 uIII, t n i t I III III II ,I Il I ,I .4 , 1❑ I III II III I .I l I f- ; ::'Site corl�tions ttlat deviate from the detail of ttds draL _ ... ' regLtFe h . '. .: ertginaering artaysts by q,,,;,::;; ', ri r,. ; .9I I I 11, r .... I I l l - , ill I I I l l l as,,:i l l I I I I I ,. l l_ `!' --- il 1 .. L .. , 1i i 1 ,: IL�I III. ;If, ;:..,.il.c,,.v !:.;.z;'•;:, llli; t,u= '; , , II :.n. I .v' LI. icersed or teased achdect. 1...1 .. "I •: ;', ' 1 i n t • I I r - ,u ,,,,!! Ill..l Ir.l ,Ill. ,,...:.. I .I I L-. a „: — ,.,I,I,,,, „lul,. ,!. , , , „1. , , l I.,:.,,u 1111111111 Ill.�l ', ,fill• rtlll:',II G1 .11,.i I'. I 1 , II I 1 „:;I,:r'a :.I.',, -,..,..I,,,,,.. " r - ...II':�, „)„ ..IIIII I II. J II `:ilti I . i :, ,:,1:!1)II IIII I I ll 1,11 I I;'I ll. ! I . ll Il:. ll I ', I. -,I - '��;, ,•'',:III`'"' �' :r.1111 ', I I 1,.!..,.. - I I, I,.,l, .f 1, .:Il I I . Otr►swing configurations us'v1g coastal Cutswing Berri #31 meet water infiltration requirements for "HVHZ°.. i. ,I .I,1, I I!1 I; i i 114, ii I I, 'i ': I I I I I LI, ;, :4=:"I -•.'n lulul 1 I I ,.1 I 11 t II I ; ii. I 11: iu .. .IIIII Ili'.illl I,',.I I I,1 .I . .I I'IL I I ' I .5. I li'': I Y. .!:.[ l,I I I1il'I: i11i lit , iIlia. .Il ll III I I.:I , h,,:, I. - !I-..! '1 tIl' I ' I i, , l,I,-Il I 8 ?Ir�wingconfiguatkruCndoutswulgcuMt�uaiioru"Iitsm#t8,11i15,#16,#34anditern#37dol1I , I;I::;.,,,I,I lit, I;,I,II II ! .u.: I 1, ll LLt i. ;' rwtrt189tthewater111tinrationrequirerrlefitskXthe'H1i•IZ"arnd be Installed ` riari-t Lbitah ..�,I!I:IIIfCiilllt 11U jl III I 1,-II1:i. 1` ! I Il I 'I II, i!'; , ,I '? u u n l I II tLLllll l t I it, I1.1 I I a 1 I I l Il t I ti I .. ! I n '; tlfeCB Of at habitable �CCiICx1S protected an i -. I pas by overhang 0r Cam such that the art9 between the i I I I I i f.' I I t.• I I I. I i Ili l l „ t, - ,.. - II ..t ., I n l edge of canopy or overtKiing to sil is less than 45 dress' •:,,,. ;...,1, , Iis, . l.' 1. - I TAKE OF CON/F M SHEETS OWAIll" KNf S iii t>rSCRi "ON I i Typical eeelrafkms design eTssures 11 all notes 7 Vertical cross sections 2 Door porfet detail & dericall th Stoll 8 Buck and frame anchoring 2X buck masonry construction 3 Door ply detcdls fiber ClossilG) 9 Frame anchoring I X buck ffwsoruy construction 4 _ Door panel details OaS9l0 Craft) 10 Components �- 5 I Door ponei detail p7nssic Oat Rusitici I i I I 8E of materials 6 1 Horizontal cross sections I I-- t y.a�.�,y +W0.4 Cd.1y1E.R,A�1tL �� ` DE$1f"sf4 ir-'SS1tJtE {PSFF_ iii . INSWING 37.75" x 82.00" +55.0 -55.0 OUTSWING 37.75" x 8042" +5S.0 .55.0 •� . 4 a 1- .. I : I 1 .i:.. .. ; ,.,,:,.•I''-'I:Ic•. IIII,: ?:i', r.y'„ ''l., I II '.I I. I, ,:.,I.:::''. t.,� .,'�luu' :.L i .. . '.I u. fit,'; ;. >' _,,';', r. :,a y I 1.' . 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CROSSSECTiON °PAM"1G Ni g 4 FL-10975.1 a stem � a I I " 9 t e U Z Q U U —.1J 0 J J J `.}. W . ,^� e 24tAox 3 ° > DLO. ° _ p p ► Wi. I a i RL 1""N. FRO&s i' AMN. PROM MASONRY EDGE -- -• MASONRY ECK,F -.-.- -.+- (rw. } 2 I!%P` hMN. FiiOVN 2 f!'L' MIN PRCIM 9 „ ► INT�iIOR 39 .� r r. -- _" —707 bill so i0 L (1�0`j « 9 - y .• - Ml4"tJM - + _-mAsomy EDGE - .... i r J 2 i�tg E7(TERit1R i tw3 21 -v- i s may- a 4 1 �/^j- a L Y =f a _ 1 46 n 1 _, - to Gl 35 2 `� ' a o . o ✓ 50 d� = A �J --- --- rS E16T MOR ;`� fir 17 ! o f- �i' i w /� OL f ��■ } a / \� 149 ! 4 I i t j� I y Li t �_ �` r n ' _ R1+tX 1� EXTERIOR l�ttERK3R I�yYERIC)R (IS 31 Ek1 OR k, r MAIL A-ft -� ro w ) r, �; I � ` ♦, id 3J g eor�uOtiontl�wr, K - } 4�1. , , , Exr�xlaR IwrERIaR I 7 7 T , trYPa • . tr � GX 11d —': I n' _ •� �— r m k, =� 1 - ,> � • CCROU ' , . v 4 ( f 27$0 r10 i W w/lAEC71:)N! _ t y i0 ", C�7� 70 IhIrER�R jj u i i j`� 48070 _ INTERIOR ' ttTERILiR_s 1 $ } z „ L J IFt1ER1t3R c T0' l r \ • n ° 40 70 /. t _ r _ LWIOR }rirore 2-1re'to"tfMM I 2-117MIN•FROM \. /� ri � ; } �.✓s' � « / ��33I ,. ,�� j i'` � c�i - �• - MASONRY EGSGE�-tVi�CYIWEYEDGE -- • e �, �` � it a ...r rp.lI'1 PP.} �am qffl - - '!/ � l' � �-•� 4 YElE11QAL Ct€ 1TtyF[ '� 70� � ' l 2' DlA. MMnx. ': ` � em r 4. • ! ! � 1 I EATERttilt � , . ~I};, 'i�F� •..�. J '�i.-i1 vr.F�WQie(... regt&ertnmiD t �' �� � ' y � s a � TTJ1 r � � .xa• , -� � � � ..--'•(� � y _ g it eC 4ti 1 � � "1 l L i t (r v t 4../ ~` p / e °• , k � i � "��2• �./ _ r - �g:OPcid �r- i filiT/tfl A ,t - rr 17, .°; Pculd tehstarr�ment >' � _ . � ) c e7:i � � — tom) �' f � /'�� i � ,-WANCAL t ti z � e iif3 t 1. MOM t-112" AhIH. FRs' M <-t12'FoiiW.FR(3M -1%1"kV.FRe31a4rn M PIRYEFSfisE-« .�C.�p$UNRY f �•.• Adr4sCkdtiY -k1ASONRY-FROM w "P.) PP') 3 �`P I �) � � rras 8 23 23, 08 awe 6 35lfig Mrs s� lt,rx >�.c N.T.S. f ar: JK r>Wr. wr JK ; EMIL MT.) % 1 t G DSS $E i diW Z 1fC101d�WAL CRQU t 1"tld Mitt. i Ilm T nA yea 9er>ard 1 t8e ! i cv'K as« EF'5 WA LFS tiNWiq rNas RtO W. - +au '� SECTTi�N !town n no' ,st'teet (}St"FIFr1R"vJtlkl'RdFhL1E0t4 far t FL-10015.1 ai�c rsr7red Ck+ 51Lacppra fMB ITT(=.j FL-1e�97b.i watlbthitsffiart sus c am 7 W It a 3 - s ru I 25 CX. r: I ° 5 Cl 9 W TYP. HEAD g a �` li SEE NOTE i L 3 JAMBS t d >3 2l A hlP EKING --� MASONRY °` / / OPENING OM TYPE 8 / P U FRAME _..� - - SEE NOTE I SEE _ NOTE2 FRAME SAY m 2X BUCK- � � 2XBUCK-\ KU LAMOADEAMTWAM ` r a o IiBUCK � n LATCHi0EA0AWQUAll u, I<I �am@al � flad«ecWrill 7! � � cs _ J SEE NOTE 2 4 ( ie § \ F SEE NOTE 1 _+G f p SEE NOTE 1 stcnaard wbsircata wtalrcAa °`r w SEE NOTE 2 TYP.SILL l 1p . io - _ —Q �.-. n � $ SEE NOTE i tl TTP.SILL 1pj -- _ to I 10 --- 10 — -- - - th a a I --- ip —' �\/�10 6. SEE NOTE t p �'} EX a !- -•!- s L Q - s1a Cli ANCHQON6 tIDtGE JAMS FRAW ANCHORI1Mi STRBtE JAMB Masom 2X buck f6N6ElARfb FRAYEAHCW0jdfG STI JAMA _" Masonry IX htx�c conshuctian a Q 3 s7 f trsNiirG tltNfSHoit► f RI tD :: s 0t31MhiG TIA ID Q construction HINW DETAIL rc 5>anao�oale StatAaFt,su L - 1. 1 f4" &co C.anctete screws onchWng 2c bu" requiw o mutirruun l'ctetranc-e to nrosorvy edges, a 1-114" a"mum embedment and a 4• clacxonce to a$ocent concrete screws Sobs9tution of equal concrete screws from a different suppffer may hove citferenf l ; j.? distance and center d tone reg illiamenM. Concrete screw locations of the corners maybe adjusted to maattain the mininxmt � �/ •- �/�'�l 6d9e dtSfanC.� b fri°rtan f°OtiS. ff COl1Creft screw tocaffiwrs rioted a "MAX. ON CENTER• mist be acted to maintain the rnVYmtrrn _ - -�7 . .� ' n °' �T�: p` T a j r = L t. 1 f4" 1TW c-oncre ie screws wcho m g fraR18 and/or sd requre a minimum 2-liT cA afnewe to masonry odgei T 14 4" niinkmirn - _ = ' � 0 , ` i 13 i S' - l - ICU, I T __.__ t ► . _ 1.9T -+ { •y �. I n �$ �, Fi h N M 3 _ edge dklgrACe b rnorlor jonts odditiorurl Concrete screws rtray be required to enwre me rrtaurnum on center dimension b not exceeded. 10 \ ip 9� ad[aeeM carxrete tcrews SarbtfYuNan of c'nix:rete screws from a d%krenfi suppYer n f kM ttum fiance � Concrete strew Concrete ON a com d nHut hbe 0 a — - � distance to mortarjoints. If noted as � y ejusted SEE NOT kxxillo w e�/, $ M I 4I{ t 'fVVV� °z sac 8 Ibd aas• 6 25 408 am 8 25 08 2. I f4" qW concrete screws anct'oanh frame artdtw stU require a mUvmum <^- li clearance to masonry edges, o i-114 rtWNrtwrn � S ( t ambec#nent and a rriMmum X clearance to acFacent concrete jcisvr. Substitution of equal concrete straws from a different supplier C1 n x 9 5 . e a L mdoloin the rnm�lrraarr edge distance to morlarloints, oddtlonot Concrete screw' may be reclLwad b ensurer the mwrrnum on center (1 o� dlmensfbn b not oxceeded. - " a - J `` II ( o F = - 236'' - - i I wr N.TAL sc M.T.S. t« i N. T.S. nsrc gw• 1K JK e may have eBerens add �tas.r� and center defence Conv requirements. Ic creie screw locations of N comers may be o lusts d to �._.. rrraRrtalt'1 fife IYle16r1(!rn edge drstarx:e to rrranfar jcmrts, w Concrote screw locations noted as'1sM)L ON CENTER" must be odjusted b 7 � g ee 3 , r 2 3/1S" !tY" corrcreW screws cvrcharir K;• home or"'or �H requirb a rranimurn 2-5.8" eksomnca to masonry adyes, a 1-1 i 4' minNrrum ernbedment and o mirAmum 2-1/,r ctec ronce to adjacent concrefa trrews unless oMerA" muted by concrete spew- maradochrer. ° ac -_ � en LF-S 4 iNA ttf1lt?t5 ff � T4 ` T9 29 (\32`�•�-' - m t s aix. rn LF5 ar as: LFS awav o AU own malataiii ttre nttirnum edge diskrnce to mvrfar joints adcliliond Concrete screws maybe required to ensue the rnoxmirn on center dirrtenstonisnoreirseded. FL-10975.1 nOutswing s igtl ,. O 1. �. i a FL-10975.1 °n av €r r } L tHecn _1!? ar_U. U z U .. J JJ J m LL O W 0 Q > W 0� Z Q E`- Z W U O J = = ❑❑❑ U Z 0 ZLLI Qw W F_ W Ld O ZX ^ J Q Z Q � Z J � � 5 W 0 Lr m W Z w = W 0Z o9 O Ur N� m W U O �o Z Z d og U Z J z Q ISSUE DATE AUGUST 2008 REVISION DATE 92-30 2009 4-9-2012 SHEET ■ PRODUCT APPROVAL MIAMbQADE e BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA MET RO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE 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 (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 Gone of the Florida Building Code. DESCRIPTION: Hanson Regal/Spanish "S" H 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 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 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 Expiration Date: 12/16/12 h1fAMKaAOECOl1N7Y Approval Date: 12/16/09 Page l 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 REGALISPANISH "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 Buil61g Official or applicable building code in order to properly evaluate the installation of this system. APPRMD NOA No.: 09-0928.02 Expiration Date: f2/16/12: Approval Date: 12/16/09 Page 4 of S ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Hanson Regal/Spanish `S' II Concrete Roof Tile, as manufactured by Hanson Roof Tile in Deerfteld 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 Applicant Dimensions Specifications Description Hanson Regal / Spanish Length: 17'/4" High profile concrete roof tile for "S" lI Tile Width: 13 1/4" TAS 112 direct deck or battened nail -on, %" thick mortar or adhesive set applications. Trim Pieces Length: varies Accessory trim, concrete roof Width: varies TAS 112 pieces for use at hips, rakes, ridges and valley terminations. 2.2 EVIDENCE SUBMITTED Test Asency Test Identifier Test Name/Report Date IBA Consultants, Inc. 2381-252 TAS 112 09/20/107 American Test Lab of south Florida RT1006.03-09 TAS-I D1 10/19/09 American Test Lab of south Florida RT1006.02-09 TAS-101 10/13/09 American Test Lab of south Florida RT1006.01-06 TAS 102 10/13/09 3. LIMITATIONS 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. APFROU NOA No.: 09-0928.02 Expiration Date: 12/16/12 Approval Date: 12/16/09 Page 2 of 5 PROFILE DRAWINGS FASTENER HOLES OVERLOCK �j Gam,, 13114" U 11 DE BLOCK REGAL AKA SPANISH #Isle 11 HANSON REGA1/SPAN1SH `S' II CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 09-0928.02 r ANK111"Courtrr Expiration Date: 12/16)12 • Approval Date: 12116)09 Page 5of5 4. INSTALLATION 4.1 Hanson Regal/Spanish `S' II 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 -I (ft) Width-w (ft) Hanson Re al/S anish 'S' II 10.4 1.4375 1.1 Table 2: Aerodynamic Multipliers - 2 ft Tile Profile I (ft) Batten Application X (ft) Direct Deck Application Hanson Re al/S anish 'S' II N/A 0.32 Table 3: Restoring Moments due to Gravl - M. ft-Ib Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Hanson Re al/S anish 'S' 11 Direct Deck Direct Deck _greater Direct Deck Direct Deck Direct Deck Direct Deck 8.94 1 8.85 J 8.70 8.52 8.30 8.07 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) For Nail -On S stems Direct Deck Direct Deck Tile Fastener Type (min 15/32" (min.19/32" Battens Profile plywood) plywood) Hanson Regal/Spanish Two (2). # 8 x 3' Screws 34.558 34.558 NIA 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 28.137 'S' I I 1 Dow Chemical Tile BondTM. Small patty of 11g (1 "w x 1'h x 81) at head of tile, larger patty of 22g (4"w x 2"h x 4'I) at nose of tile. _ Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Hanson Regal/Spanish _ _ Polyfoam PolyProT"" 39.687 2 Lame naddy placement of 66.58 grams of PolyPro t" _ AFPRCVE NOA No.: 09-0928.02 Expiration Date: 12/16/12 Approval Date: 12/16/09 Page 3 or5 U Z Q � U 0 � .. J J }_ LL m J 0 W 0 Q 0 Q W � � Z I- ZJW U 0 J D _ _ 2 (11 CID U z W o J W w Ww N w °� LL 0 M c� 0 Z 0 0 J Q Z U Q W 0 0 m 0 W W oz �w�o5 0 m w 2 M go tY � Z a- z Q o� U Z Z O ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET N5 PRODUCT APPROVAL i AM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 341h Ave Deerfield Beach, FL 33442 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, H1.URIDA 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 AIIJ 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 Hacienda Double Roll 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. TVRMI1rlATION 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 site 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.: 09-092&03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 1 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 IM2" (min.19/32" Battens Profile plywood) PiYw,.) Two (2). # 8 x .9 1 N/A Table 5: Attachment Resistance Expressed as a Moment - M, (ft-!bf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Hanson Hacienda Tile Bond Resistance 44.4 I Dow Chemical Tile Bondi'". Two s of 11 a were installed as per Tile Bond NOA. Table 6: Attachment Resistance Expressed as a Moment - M, (ft4bf) For SiMllee Pft Adhesive Set Systems Tile Profile Tile Application _ Minimum Attachment Hanson Hacienda Polyroam PolyproTM Resistance 29.2 E2A,,,ms Polyfoam PolyProTm 390 2 Medium add Iat:ement of of Poi Pro'" AH-160. 3 Large paddy placement of 54 rams of Pol ProTM AH-160. 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 HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF 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. aFPnO�ED NOA No.: 09-0929.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 4 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing 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 AULKant Dimensions Length: 171/," Hanson "Hacienda" Width: 13" %" thick Length: varies Trim Pieces Width.- varies Varying thickness 2.1 EVIDENCE SUBMITTED Test Product Specifications Description Low profile, interlocking, extruded concrete TAS 112 roof the equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use TAS 112 at hips, rakes, ridges and valley terminations. Manufactured for each the profile. Test Agency Test IdentiFer Test Name/Renurt Date American Test Lab of RT0922,02-09 TAS 102 09/22/09 South Florida PRl Construction HRT-054-02-02 TAS 101 09/18/09 Materials Technologies PRI Construction HRT-054-02-01 TAS 101 0%22/09 Materials Technologies IBA Consultants, Inc. 2381-249 TAS 112 K20/07 APPflp'i� NOA No.: 09-0928.03 Expiration Date: 12/16/12 Approval Date: I Ill s/09 Page 2 of 5 PROFILE DRAWINGS HANSON HACIENDA CONCRETE ROOF TILE FASTENER HOLES OVERLOCK f�! UNDERLOCK END OF THIS ACCEPTANCE NOA No.: 09-0928.03 �e� Expiration Date: 12/16/12 Approval Date: 11/18/09 09 Page 5 of 5 3. LIMITATIONS 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 slopc 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 41 Hanson `Hacienda' Roof Tile and its components shall be installed in strict c:ornplianec with Roofing Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) 1 Tile Profile Weight-W (Ibf) Length-1(ft) Width-w (ft) Hanson Hacienda 10.0 1.4376 1.08 Table 2: Aerod namic Multi iers -1c ft Tile Profile X (ft) Batten Application k Ift Direct Deck Application Hanson Hacienda NIA 0.32 Table 3: Restoring Moments due to G v ft4b Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or 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.: W0928.03 Expiration Date: 12/16/12 Approval bate: 11/18/09 Page 3 of 5 U Z Q � U � .. O J J m J 0 W C) 9 W Z Q I.- I- Q Z W � J m U 0 D ❑❑❑ W U J Z LJ W LJ U) LL w o- ce 0 0 U,_ O ^ J v J Q Z z Z W 0 m W W z oZ UW 00 0 Q Ur N m _� _ �o C) of o Z D_Z Q o U Z J Z O ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET N501 PRODUCT APPROVAL // 11 L ECO �N TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. tilwco@aol.com P.E. Licse No. 4417 PRODUCT EVALUATION REPORT FL E.B. License No. 0006719 REPORT NO.: DATE: PRODUCT CATEGORY: 11-1209.04 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 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. 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 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 12/05/11. This drawing is an integral part of this Evaluation Report. 2.2. TEST REPORTS: Large missile impact load tests were performed under section 1609.1.2 of the Florida Building Code. Unifl. 1715.5.3, per ASTM E-330. Test reports prepared by ji No. 4r41 �FLo�1C 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: as per : (305) 871-1531 PRODUCT EVALUATION REPORT NO. 11-1209.04 2 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.E. and Henry Hattem, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 23. 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 1.8 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. its NO •••�,�jENS,C''.. , No 44167 'DNA. 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. 11-214. 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. I 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 ZONES 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). rrlr`i p►. TIL j To a11% AAA67 .�- 310NA-0 U Z Q � V � OJ J J .. LL w ooJ0W � 0 Q W Z I—QZ W � J m U 0 ❑❑❑ U W Z W �. U) o W w Ww U)0 C� J Z J Q Z W J C) W U Z J_ D 0 W o m W Q oZ W � o 0 t r`j \r N M CN LLJ Z �- Z Q C z J Z O ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET N6 PRODUCT APPROVAL t �FNERA! NOTE-_ n NOR ItIDIL A! LIFE SAFE1Y E E-Z HAsaM STORM 801 0 1 . STORM PANEL SHCAI ON INS PRODUCT EYA:LM.TION DOCUYENI (P.E.D.) 1445 bF21 VERIFIED FOR CGNPUPNCE ;N (C) TO EXISTING Woop (M'N. S _ Ct GRaYI'Y Q >• 0.55 IAtN.2 ACCORDANCE WITH THE 2D10 EDITION OF 'HE FLORD" BUILDING CODE. - 1/4'0 TAPOON ANCHCRS, AS VANUFACTUREO BY I.T.W. BIA,DL4. INC. THIS STORIM PANEL SHALL NOT BE INSIALLEO Al RON VELOCITY HURRICANE ZOTAS (TRAM -DACE f BRIDWARD COUNl1LS)• _ 1114_-10 PANELMATE FEMALE D AND PANNELMATE PLUS ANCHORS, AS VANUFACTURE; tY EJXO CONSTR;CT40N PRCDUCTS. - - 1 4"e R N.D.S. K MEMIONED CODE f LAG SCREWS PE SECTION tTD9 fk ➢ I 1 1FE R.SCVE -T ED ?R WIND LOADS SHALL !� � IERMw DESIGN - - r tt CO. FOR .A WND SPEED AS REOU6IED BY THE JURISDICTION WHIR:' THESE SFWTTERS 84LR. BE INSTALLED AND - 7f76's ■ 5/S' 14YI6D BUSHING, AS DISTRIBUTED BY AlA POINT SCREW, aoL f SPECIALTY DI =W A DIRECTIONALITY FACTOR Kd-C.83. US;NC A5CE 7-IC 'DR IWSTA:.lAr16NS JNDER 2010 FBC AND SHALL NOT EDC=D THE MAIOMJM (AS.D.) DESIGN PRESSURE RAUNX S INDICATED OKI SHEETS 3, 9 'HRU 12. 15. '6 & 16. C.1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANC404S SHALL BE 1 1 f2" AND 2" FOR ELCO PANELMATE PLUS IN ORL'ER TO VERIFY THE ABOVE COVDRIOh'.. ULTIMATE DESIGN MIND LOADS OBTETrMINED PLR ASCE 7-10 AND PA4NELMAa FE"E ,D. SHALL 8E FIRST REDUCED TO AS 0. D•ESGN WIND LOADS SY MLLTWLYITG THEM 31 0.6 IN ORDCR TO C-2) MINIMUM THREADED PENETRATION OF LAG SCREW, ,NTC "t+C WOOD PRAMIE UNT SHALL 3L 1 1/2'. NO THREADED TO COMPARE THESE W'/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED Of, SHEETS 3, 9 THRU 12. 16, 16 4r 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE RECUIRLD THREAM PENETRAl10N. m ORDER TO VERFY THAT MCHORS ON THIS P.I.D. AS TES!12; WERE NOT CNER STRESS--7, A 33R :14CREASE IN A'_LAWA -E SIRESS FOR 7M16D LOADS WAS NJ USED IN T+ER ANWfSS- FASTENERS SPAO1wG TIC WODD HAS BEEN DETERMINED IN C_3) MINIMUM EOGE 31514+ICE OF LAG SCREWS, INTO WCOO SHALL BE A5 .NDCATED N T'itS ULiAWING ACCORDANCE WITH NA.S. 2003. STORM PANE,:S ADEQUACY FOR M?ACT AND BIND RESISTANCE HAS BEEN "iFIED IN ACCORDANCE WITH SECTION 1609.1.2 CA) WNtNUM PENETRAT(Cli OF WOOD BUSHING SHALL 8E 5/4" 1/4" 0-20 SCREWS USED MALL BE 1 1/2' -ONSET MIIMLIm rH NO STUCCO. 1 T' A I' iMMMUM FOR WALLS Si CCC OF THE ABOVE M£NTI04&'.D CODE AS PER AMEREAN TEST LAB � SOUTH P.:.OR:DVI REPORTS pD61*.DT-01 AND SHOULD Sily,"CO EXS , F$1 ' /0219.02-09. AS PER SSTD 12-90 & ASTM E 430-M STANDARDS C-5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. Stu= OR WOOD BOARDS BE FOUNC ON i1-E EXST'ING 2. ALI ALUM" EXTRLMONS TO BE 6W&-16 &LOY AND ?Ehp?a. (UNLESS 01-WRMSE NOTED). `SEE` SHEET 2 WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN C.1), C.2) & CA) 5. ALL ALUMINLAA SHEET METAL USED AT CLCSU1i£S St4AEl. HAVE BIOS -HIS ALLOY.ANC (D) ANCHORS S FIALL SE IN51AtIFn FOLLOWING ALL OF THE RECOMMMEIDATDNS AND SPECIFICATXDlIS OF THE ANCHOR'S MANUFACTURER. 4 ALL STEEL SHEET rME+AL PANELS SHALL HAW STRU.CT'i1RAL OUALTY STEEL, ASTM A-65S GRADE 80 MMWAUM, G-50 GALVANZED STEEL DESIGNATION W/FY= 92.2 ka (AFTER ROL.'ED)- IT PANELS MAY ALSO aE INSTALLED HCAZONTALLY FoLLC'WtNG NSTALATION WALLS SHOWN ON SF--T1ON 1 THROUGH 6 (SHEETS 4 THROUGH 5) EXCEPT THAT HEADERS ® & ® SHALL NOT BE ILSED. S. ALL SCREWS TO SE S"AIMESS 5T£E1. 304 OR 316 NET SENATES OR CORROSION RESISTANT `DATED CARC30N STEEL AS PER - T.' SI' TUT- E SHUTTER r5 TO BE ^ N 'T FY TH SD(M09fE55 Of THE NUC E WHERE Y w FT to CODE � H NSIDILttY of THE .0 TRW. OR TO YER C DIN 5W 18 W/ ke7 YIELD STP,EfK:IN AND 90 ks= TENSILE STRENGTH & S'T.ALL COMPLY / Of2F'iA 8 LONG G 9. IT SIL4ED BE THE t.�'U SECTION 241I,S.i.4. ATTA(J4CD TO INSURE PRIER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED TO W�'NCRETE. BLOCK OR WOOD F12AIAF. .1 BURAINCS. 8, BOLTS TU SE ASYfA A -JOT GALVANIZED STEEL, OR AISI 304 SzRES 1-TAwLE5'S STEE?, WITH 36 ka MINIMUM YIELD 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90-, AS PER SECTIONS 1, 2, 4, 6, B AND ACT-ii1YHTMES Hit. 3W & 4W ON S'TIrF.NGr?1. SHEETS q 5, B dF 7 RESPECTIVELY: SHALL hAYE A-Cfi.pBLf AND REAINLY YISTBLE MARKING ;NSIRUCTINC OWNER OR TENANT 10 7. ANCHORS 10 WALL SWILL BE AS FOLLOWS: SECURE PANELS WIN A17PLICARLE REINFORCEMENT DURING PERIODS Or HURRICANE WARNING: CONTINUOUS CONT WITH ' EDGES WHICH REMAINI CON DOLL ACT 7 1 i N TR -NCR IS 10 SEAL CAULK ALL SHUTTER [;JMPOtEftT DCE 11. . HC INS AL'A.T 0 CC•`N Ati / (A) j(Z cT1599NG PCJIRED CJ3NCfE1F'• - `/4"0 TAPCON ANCHORS AS MANUFACTURED BY LT.W. OULDEX, PC. (Mint. ec-3192 P.0'.j THE DJROING M PREVENT WND/RAN INTRUSION. - POWERS FASTENERS INC. - 1/4" 0 X 7/8' f;ALK-HN ANCHORS. A5. MIW:MACT.UR£D TT' L CRS 12, STORM PANEL IILSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING ?LDS ANY 3U.L0'NG AND ZONING REOtAATiONS - 1/4"e it 3/4' 9DUD-SET ANCHORS. AS DISTRBUTED ByA1. Poo SCREW, BOLT & SPLCWLrY CO. PROVIDED BY THE JURISOICTtON WHERE PERMIT IS A?PLED T0. 1 (Min_ rc-3000 P.21) - - - #14-10 PANELMATE FEMAi 10 & PANELMATE PLUS ANCHORS, AS MANFKIURED 3Y a=CO CONSTRUC7Miv PRODUCTS. 13 (n) THIS PRODUCT EVA' UX-ON DOCUMENT (P,E,DJ PREPARED BY THIS ENGINEER IS GLNERiC AW DOES NCT PROVIDE INFCPVATI0N - 1/4"o ZJIIAC NA9.LI ANC* CRS, AS W MXACIURED BY POWERS FASTENERS, INC. FOR A SITE SPECIFIC PROJECT; , e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. A. 1) MAMMUI FMBEDI Of TAFCON. ANCHORS INTO POURED CONCRETE SHIM BE 1 3/4"; 2' FOR ELCO=ANELAMATE (o) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE MIL' INSTALLATION INCLUDING FIFE SAFELY GF 1NG PRODUCT ND A1 3/4' FOR ZAMAC NAILM ANCHORS BASED ON THIS P.ED. PROVIDED HE/SHE ODES NOT DEVOTE FREW THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPOtS1BU1". A.2) CA_X-AN 6 SDJD-SET ArCWWS S-ALL SE EMBEDDED 7/8' INTO THE POURED CONCRETE NO DASEDMENT INTO - - STUCCO SHALL BE PENtal'teo. ',/4" 0-20 SCROAS MID STALL 6E 1 '/2' LONG MINIMUM SHOULD S'UCCO EXIST, (c) THIS 3RODUCT EVALUATION OOCJMENT VLL BE CONSIDERED MAL93 IF MODIFIED. AND 1" MINIMUM FOR WALLS WIN NO S'IAOO, AND MAY BE. HEADED SCREWS OR ALL THREADED SCREWS W/O (it) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A f1pRCA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME TT !•LEAD, BUT WRH WING tilTS. ENGINEER OF RECORD (E.O.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE. A3) w CASE TRW" ?RECAST STONE PRECAST CONCAVE PANELS,. PAVERS, STJCGO OR WOOD 13WDS BE FOUND ON THE PROPER USE OF THE P.E.D. ENGINEERS RECORD, ACTING PE A C OP14 LNG ENGINEER E THE P.E D. F_M{IIP•EER. SFMtI. SUBMIT TO THIS LATTER THE SITE SPECIFIC IkRA',YINCw FOR REv1ElY'. «RISING WALL OR FLOOR. ANC-:CRS SHALL at LONG E CUUH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, AM40PAGE SHAH. BE AS N'ENTICHEO IN A1) AND IN 0,2). W THS P.E.D.SHALL REAR THE DATE AND ORIGMA' SEAL ANO SiGNIATUR'E OF THE PRCFESSONAL ENGINEER OF RECORD THAT PREPARED IT. (B) O EXETIMC CONCRETE DL X WALL AWN C-a,'. `/4' a TAPOON ANCHORS AS MANUFACTURED BY i, T. W. B.L'JEX, INC. 14, SHUTTER MANUFACTURER`S LABEL SHALL RE LOCATED ON A READILY VISIBLE LOCATION Al STORM . N/A' 0 X 7/5' GALE-91 ANCHORS, AS VANJFAC'TUR.ED BY POWERS FASTENERS INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1715.&3 OF FLORIDA BINDING CODE ONE LABEL. - 1/4"e X 3/4" SAD -SET ANCHORS, AS DSTR•43UTED BY ALL POINT 5CR(W. BOLT & SP IAL1Y CO. SHALL BE PLACED FOR EVERY OPENNG. LABELING TO COMPLY VATH SECTION 1715.8.2 OF THE - y"4-10 PANELMAT'E FEMALE TO AND PNNEEAWIE PLUS ANCr-CRS, AS MANUFACTURED BY «i CG CONSTRUCTION FLORIDA BUILDING CODE. PR001,:CTS. - r0,Aw.,y a4Aul NAILIN ANCHO. AS MANUFACTURED BY. POWERS FASTENERS, 'NC. M�'lipA, Tktii* . - 1/4" 0 ZAMAC ANCHORS. ✓ ;. ELI) SsUINUM ENIXD400 0L T'APCON ANCHORS. ELLJ PANELOMATES A,'D 7AMAC; NALiN ANCHOR. IN10 THE cONCRcE �''• • ' FLORIDA BUILDING CODE Non High Velool Hurricorte Zone ELLYXK OUT SHALL BE 1 1/4': a201t rueen, xc. e hL E-f j ,641�- ? 24 GAGE GALYAt62E0 STEEL STORM PANEL en i1 - A - - h X UN'a. NO EM9EOMEW: SHALL - MB:7GEO 7 8'INlO THE CO CRETE BLOC - t, -SET ANC-iL'f25 As1 _E _ l *. `.-.�. ' R7UK-H &SOLD / - B.2) " .-4*� r � ' h' SHb'""D STUCCO INTO STUCCO SHALL 13E PERMITTED. 1/4" 4--20 SC.T WS USED SHALT BE ' tf2" LONG MINM::M * GLOBAL PROTECTION PRODUCTS, LLC. MI cc 4IL ECO I �`VPMwy ' DOST, AX0 1' MwMUM FOR WALLS W11Tf NO STUCCO. �,- 4i % tlf t. �I/�1 At t YW? 1LSTMIe a E140011 P"G CO.WiA"r 4 014"eIT. �3s'Stnitt ;' B.3' IN CASE THAT FR«„AST 5TONE, OR PRECAST CONCRETE PAWLS. ST-CUO OR WLrX BOARDS BE FOUND ON THE tS. zk ••.FLOIty ' ok — AAA t<. AY. wA tw,wl s.Alx"A R - PWAC; 1A54:6M-75tl. FAIL (a.4;6&0 647 11-214 O Atlas r m. m, .x., , na sn- . 171"1 e-XMING PALL, ANCHORS SWILL BE LONZ ENDUIGH TO REACH Ti.f MAIN STRUCTURE. BEHIND SUCH %ANELs. ea-Oact7n A'•" �""" °1N "' • 1tl11°" Y` ANCHORAGE SHALT. LTE AS MEN�tst:, y i;3 8.1) AND IN 8.2)_ s (� +rnrm;,-..! r; -i.. � --- -, - _ -_ I sH[€1 1 OF 1a INSTALLATION DETAILS FOR REGULAR. -PANEL 0 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES EXUST44 PM'RED 001QRLIC 'STR.6 POURED Ca'77GREM CONCRETE L>tACX - .. ... '"Of witaETE e-= R£OUI$D. J tEGK11REfi- COICIETE ANCHORS - C'. INU-4 TE A?ICHM /. (SEE SCHEDULE ON / i'SEE SCHMJLE CON__ _ 0, EZ SHEETS 9 THROUGH 10) f SHEETS 9 THROUGH 10) / C'�G �� ,42 \.l (ll A4'P-2KI t � �-' c0 CR IRE BL sL ax TAUT EOL s 4 /, ,r12' 1 J4. 1". a N 1/4.^ REAIARED.03 J_ r s t tfP O.0 s/ MIRK .. ,�/, __._ CONCRETE ANC -IONS � j I •J J/. I (SAE 5CFIIYALE ON `I , C. I SHEETS 9 lH1RIk.C.s 1oj E i I i ����///f,,, I;f' 1 6//f� rf JJ J%/ryyJJ �� r/JJf�� 0 {c--E_ - -_ I 14i/ J�0Jf/ of . �: j % `/ / I f rt 1 �I I R I 1 -01 1 R -_. Ililr-taw B-_ _::.: %A .. - .. -_ _ 1..- = 7/0 -aw, EO J %'` I I 1'. 6EPARAPA}N_J�', fMillV-- a QE10M N 'SEPARATION f(- , ,J J: e 6Xii1 y� __.-.70 GLASSi5LC SCHEDULE I I =."Irl-4'2 ,L, ( .f��.'� TO OLAW, f I %111R 11 / / f - ' f i O.ASS 1 ON SHEET 3 I PANEL LENGTH ON SHTST 3 1 1 1 I (SET S']TEDUiE 1 I I _• eO 1161t. SEPAwjON '7' Mo7,, I N ON SHEET 31 A I I FA`U LLNGIH 10 CLASS. PANEL LENGTH _ SEE SC HE%'LE CCGNT:RETE ANCHORS--__---V '. - t_Yh—_. ___L ISM SCHEDULE `( i (TON SHEET ' (SEE SCkc-W!E ONE I ] ; ON SHEET 3i - - SHEETS 9 'NR11UYi11 1 i --�, 7�� - 11 1 E P / j " e � ; LN % � 1 MAX.' / f' I /� i t -- .--- J I I �i %// �ax4�cTEuR L i 12 i f2 3.G ` y I 11.1" NMX irdNlA IRA:: / '; f (•� 'x ST1w E l3 rKX. CONCRETE ANCHORS / - '•--'- / "�' 1 11649" �rL x./4BF oR R.'TN IW1, I - (SEE Sr,*W F ON �' ---•. 1/4'-Swl I<1. MJL *1 %UT /J/ - J, / 1 min. i-0 12 i/r OJT. i i 3PEET5 9' IhWCL'CN 7Oj J // f ' _ --t4.'FRNATE - I s� . LED LDOAAON .� EXISTI4Yr M'RED CONCRETE RIIE,T^hTF 00NQIETE STINv POURED CONOIE"E - 1?f -'JFt LGNCRLTE $;.OGC ANCHORS OR CONC RE7E BLOB( REQUIRED, (SEE Schim,-E ON SHEETS 9 THROI:GH 10) I . SCALE 3111- I GYJCR_TE ANCHORS REWRED. STA13OEM W/ . (SEE SCHEDULE ON SHEETS 9 TH"Liam 10) SCALE 3/8-1' SCALE 3/8=1' 0+•' 4fRiyyr� M ,E,� p, Tjlff', .. , `Y% FLORLDA OWEDINC CODE (Mon Hi h VaLaot Hurricane ions • esor! 1Erma Ac 24 fsML6E CALVAW STEEL STORM PANEL X(}.T�,�:f2(i_.QMNAWN OF SECT: s _,. O •t;- �IE �4���- - III~I TIM4t -v EM. - BU6E DISTANCE 31L . *GLOBAL PROTECTION PRODUCTS, LLC,'' p - - (SEE SCHEDULE ON TCP & BOT OM MOUHr!NOS CAN BE '1._ 4307 So. It w1wSHEETS 9 & 10) COLMEIAED N ANY WAY TO SL`.T ,APY P ✓•K w AC Jk cosTINT fl. stat4 11-214 44J AA JAA i Y� .feL VeAi1 A,/�'Ak R DTe{ N0'1E' (¢A4)A N-7si3. FAT (Y,4F64-9787 NSTALLATION. 'a r 4< i r- : am tiMl-,*10. . R. , am AM-1w F➢'-0Vftm9 ws w 4Ra,w, 4a lo, » 4.vse, cpet� .R: MPUIR A UL,F d_ e?E w1,-wa A - a- .SHUT 4 a, is t.:2a'40. _ _ _ _ _ 4%8' {wn) E>0>'ING = / // f 8FAMM R?.OAOW"L ."UCT' L ( / ADECIUACY 0 aSTING WOOD /r/ ! ? .1 SEAM TO Be C,-AR FZD BY 'I.1 [;�. -/ REC(ST'E"1ED 0c4411 09 OR ARCHITECT PRIOR TO SHUTTER r• J - fJ . M IAL.AIKA:. /' /' 1 i y"VDD AVCRCR5 At -MATE *ODD % i 1 i - - (�E scTLE:RIL'L Cn (SEE SMEOULE 0 i .f / ,f/ 5fEE1 11) SHEET 1".) % l / 1/4' 1 --- t MAX, WOOD ^t.) IJ� ----F--- - I RECC71SED FJOS'ING CLASS 'Sd` -1 I I tKOa X:CHD 1 I `SEE SCRiC4A I 1 SHIM 11, 1 4tin. I 1 'I ;�s,(SEE - i74'A-AM SCHEDULE I ON SLEET 3 I 1.1.-.- iA.1 1 n.a --- (L6C fall "MIL I mom am 7-C3 ," I - PANEL LH I 1 (SEE scHrOus _ - _- ON SI ET:T 3} IT ' I I 1 0 I � OF 'L" I {�; }--� ITAXI I L�_' ` i 10 12 1/2. O.C. . . NO FIN I'- 1 - 1 _ - -- 'Xe• WOOD 2%4' MO WOOD ANCHORS _ _- DM REQUIRED REOUMO (SEE SCHIEDUI.E ON 3/e ... - 1 SHIF 2" MIT, CEILING AND "OR ALTERNATIVE . SCALE 3/96-1" UQUIONG 3W . - bDjLjQLfANI3NATIQN OF SE=QM t. IWSIA:cATOH ARE ONLY VALID FOR A.S.G. 7E5K:fN TOP & 6CrDV1 MOUN1TINCS CAA e$ ,klhf LOADS (F.aJ) AND PANE- L:NC'HS AS PER COMBINED IN ANY WAY TO SUIT ANY SCHEDULES ON SHEET 3 fNSTALLJA11014 2. FOR NF* WXD FRAME wNVRUCTIOIQ: WOOD -11 MEMBERS TO BE SOU'W£RN PINE No 2. W/ SPEC 74 DENSITY OF 0.55 OR EQUAL. U.X. E%GTH iEDULE BUILD -OUT MOUNTING ALTERNATIVE 4W SCALE 3,19-1' �^�ti•4� "'yt` eJD1r l7vac11 we 24 GAGE GALVANIZED 57ML STDR1/ PANEL u M a f J �F PROTECTION PRODUCTS LLC 4a0O e1,. ti1 SPQR A/+MJ,I 11-214 Y " �4,,s ✓ 7K4%r t EwaNACsam COWA%r OAYL It, 333% $TALL ( . a. — —.. A bi,� Arr efl6 m a was , .w O.-em Ar r 12.Ei N114 r1twe /f84�-704A MM (YW'Y•aH-&?V CAIGho h0: .,,e . we,w.. s aI. " 4ovnW — atvW7(9 'N10"m - 8iIEi' 7 0i S9 ... _. 74iaZ. WMAf1r A TART b.. P.L. GQMPONENTS FOR REGULAR. UEE SAFETY & E;.,-Z HANG STORM PANEL SYSTEMS (SCA&E 1p-l') •i-- 1w (TC'.k•. at9-H) --_. - -. _.....-.. 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II I s' _ I 'z4° YYJOD TE REQUIRED �. . ALTERNATIVE 2W SCALE 3/6••1' iAlp'A//l .f �y�i EEO A. to _ - __.-, -.... -..,_ --_- , 4TJorl �E,aen am 24 GAGE GALVANIUD STEEL STOMI PANEL —�I v4m m N __ �YTtC_.�_ _- H2/Oa/41 a A �e TOP 80TTa.1 r,IOUNTINGS CAN dF WIND LOGOS (pa.r) AND F'APL1 LENGTHS A5 PER Y LOi3AL PROTECTION PRODUCTS, LLC, CCOMON O IN ANY WAY TO SUiT ANY SCHEDULES ON SHEET 3' >< - ? ,t' (S 1 I E C O AMC, 41W0 S.W. 5I %7w. INSTALLATION. 2. FOR NEW WOW FRAME CONSTRUCTION: W'COD 9 % �' f rau'r nw t Is4ovszwra ov P „xr, n. 1Tw 11-214 Q ? Ae. ,,,w e A .rA Mew R a1AF N•CAf: (O64309-TMi&. FAX: 'EIIH ', "IS7 MEMBERS 1'O BE 5AUTHJ2N PINE No 2. YV/ SPECIFIC ` . ✓ ,, sa,..I a'a )," ,n , -uur DENSITY OF 0.53 OR E4LWl 16 aSaaAr9 4'" w uxA""6 L ` ,4U.7FR A, suo' . P!: tiara /: "A» - 716E A FA 1e MAXIMUM A.S.D. DESIGN PRESSURE RATING s f } AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL 1 INSTALLATIONS INTO CONCRETE & CONCRETE_ BLOCK _STO-CTURES (VALID OHL.Y FAIR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) MAXNUM AS.n. DESIGN PFESSUHD: RATING (P A,T,} MAXIMUM ANCHORS SPACING FOR MIN E.O. PER SCLTEDIILE BELOW APPU^.ABLE TO SECF. LU4 IJM PANEL. LENGTH ..L. (it.) MAK:tVUM A,S.D, DISIGN PRES5UAF_ RATING (PA.},1 MAXIMUM ANCHORS SPA04W. FOR IAN E.D. PER SCHEDULE WJ* AVPUCA13-C TO SE::1 0 & ANY MAX'MIPM PAN -I iEnGt. l'" (r£) TAPIx9N SOLD -SET PANYZMATE FEMALE D PANELMATE PLUS ZMAke-NAILIN CALK-rN & NY Cf.MDMATIEAI Oa TEEM -4PCON SCL,D-SET PAiELMATE FEMALE To PANELMAiE PLUS ZAMAC-N4LIN :ALX-IN ,n £ ro _1 N E w IQS.-IF 1n m' — RE1 TO 004tRE1E m OONC6E'IE - IC ahC1S"lE',CONCRi.T t0 I 7a I TO 7a TO . CTE l0 L. xm cc"aa. CGMM311147N1N OF THEM + . 43 (F39 . - 13" 14, 13, .13" 13, 13" 13' 13' 13" 13, 13" I I (SOP) 11-1. OR LOSS +46, -46 TO +66 -45 13" 13" 13' 13' 13" 73' U' 13" 13" is' 13' 11 I/ 1 (TOP) 7 (6UI10M) W-V Gil LESS- I3• 13, 13' 13• 13, IS' 13' 1J' /3" 13' 13' 1r I (wito M) _ IN' IN, i3' 13" 13" 13, 1:r 13'_ _1J' 73' 13" 11 L i-r 13" U` 13' 13' t3' 13' IN I3' 13" 1.) IS' 2 (TO'•) _ 13, '3' 13" 13' 13" r II U" 13" 13' 13" 1J` IN' 11 I/f 2 (TOP) 13, 13, 13, 131 13_' 13, 13 13- 13^ IS is- I 2 (BOTTOM) 13� '3` 13• 13" IV 13" 11' 13, 13` is" 13- !I1I 2 NOTTAM) 13" 13- 13' 15, -Ir i,r 13- 13 73' 13' 13" 13' 3 ("OP) _ 15" _3" 13' 15' 13' 13' 1S 13' 13' ;3` I 71 1 3 (TOP) 8 1/4" 6 1/4` 8 1/*' 8 1%4' 8 J 8 t/' 4 - 13' 6 1/4' 3 (BOTTOM) - - 5 If4` 8 t/4' 11/4' N i/4' 6 1/4- 6 1/4" - - 6 1/4' 8 1/4. 3 (BOTTOM) 6' , W 6' If. B• 6• 6• 6" 6' _- 8'- 6' 17 1/2" 4 Cam) -a. 5 1f2" Er a. B" 6 1/2' 6" 7 i/2' 6` LT' B' !r 4 (TO') E -� e' - 6'I - 6" - - -1. -- 8' ; - * ScxrtoM) 6" 8' - 6' - a ' - 8° - w - 4 (BOTTOM) is' IN' 13' 13• 13, 13' 13' 13, 13' 13" 1 13• 5 (TOP) - 13- _- 1." 13, 13" 13' � Is'- 13" is' 13' 13" 13• 13• I 11 1/2 5 (-DM 5 (BORON) 13' E3' 13' 13' 13• _13" I3' -, --lJ" 13" 13' 1T ,3• 5 (BOTTOMIj is" 1-<" 13, _ I.r 15' 13' IN" 13' 13, it 11"2 13" IS' T3' 13, 13" IN, 13" 13' 13, IY 13" 13- 0 1/4 6-_ B iBC:TTC 13' 1J: 13" 13" is, 13" IY *,Y 13, 13' 13" it I 8 (10P) - - 8 iA' 6 1/4` 6 1/4' 6 TJ4 - - - - 8 1/4' - - 6 1/4" 6 I/4" 6 1 4" 6 1/4" - - - - 6 If4" 6 1/4" 6 TTOM 13'. fi• t3' t0 1 2' 13� 7 13" 7' 7 11215 9/2 13" 4 1/2' 1 � ?6,-6,. TO 14'-4' _ 13 id" -6" 1-' 13, 13'' it I/2' 13' 8 1/2" 9 1/2` 8 1/2 13' 6 1J2' t (.OP) _ >S•-6. TO 9"-6` Is, T 13" 13, 13" -9 t/2 13' 9 1./2 10 1/2 7 1/2 t3" 6' 1 (BOTTOM) 7 1/2' IS.. _ i3' 13, it . _ 13" .to' 11" 8" 13" 8 t/2' 1 (BOTTOM) 13" 5' jr 110 1/2 12r 7' 13' 7; 7 1/2 5 t/2 13" 4 1/e 2-(TCP) 13" e" 13, 13' IN! 8 1/2" 13' 8 IT9 1/2• 6 M/2" ,3'3 1/2' 2.(TOP) I 74 IS' 13" 13" 9 1/1 13' 9 1/2 10 1/2 7.1/2 i3' 8 1/2' 2 (OtST%Od) 13, 7 1/2' t3" 13' i3`, I'o' ,13' le w41" . 6" 13' 6 t/2' 2 (BOYYDM) is' .YR 13' 1r 13" 9 1/2_ IN" 9 1/2 to 1/22. 7 1/2 13' 6 !/2° 3 q?DP) 43 -' 7 lIr 13, far 13' IV- 1T ur 11"' 6' 13" 6 1/Y' 3 {TOP) 6 T/4• 5 W 6 1/4' 6. 1/4"' 8 1/4' 6 1/4- - - 6 V4" 8 i/4' 3 (BMW) - 6 f/4- 8 Ile 6 1/4' 6 1/4' A t/4R 6 1/4' - - - 6 I/4' 6 1/4' 3 (SOTTOM) 7" 3" - 6' 6 1/2' 7' 3 1/2' 8° 4" _..4-1/2' 3" 6 1/� 3' 4 ('TOP) 7 1/2" N' 6" - 8' 7• 4" 8' 4' �_- 4 11r 3 t/2. 6 1/2' 3' 4 (I 6" - 6" - a'. .� - 5 1/2' �-T 7 1/2' - _ ' 4• (30TIOM) 5. (w) .6` •- w Y 6'.,,. 5' I/2' - 7 t/2' 4 (BUTTON) 13• r 13, IN* 13" 9 1/2" Is. 9 1/2' 0 1/i' 7 1/2' 13' 6• 13' 8 f/� 13" 13' 13' 1D• IJ' f0"' 11' 6' 43' b H/Z' S (TOP) i3' T 13• IS' 13' 9 1/2" 13" 9 1/'Y 10 1/2 7 1/2' 13' 6 1/2' S (BOTTOM) -IJ" 6 1/2' 13' . T. 13` ID` fo°- IY 1Q". 11` 6" 1J" 6 1 S (30TTL 13, S' 13' to 1/ 13• 7' 13, r 7 )/2" 6 1/2' I3' 4 lJ2' 6 (TOP) ":3' e' 15, _13'a..j I e1//2' - !3' 'Lin:! 1J2' 4 1/2' , 73" D 11r 5 (TIN) 6 t *" a TJ4" 6 1/4- 6 IJ4" 1. - 6 1/4' 0 1/4" 6 (00"-ON) -- - 6 TJ4•DS TJ4" 6 iJ4'I TJ4" _ - - - 6 1/0 6 I/4- 6 ) LEE SHEET 11 FOR ANCHORS. TrM a SPADRG FOR liffAUATNM9 INTO IG01) FRAME IMALOH"OS MF UNII&9M-AWO )Nt SPRUNGS AND MINIMUM EDGE DLRTANEt AW INDOXUPo ON THIS SONEOULL FOR E.D. IE53 TION IIOt1:AYET7 ON DO-COLLE !EDUCE MICHOR SMM 9r MLLIM'CM SPACING 3FOWN Cie SCNLGULE Tit' 11E FOU0007 FAL"AAM FCR THIS GP/RATNN4 TO K PGDSRILE, REDUCED SIMON 061AiNcN USINd f'ACYCR SMALL NOT BE LESS THAN MROWN SPACING INDICATED FOR EACH A"WOR Tive: oN TNEi St7 OULE. -- ANDHOlit TOE If4"e 1/4s 1147e IlVe t/ra 1/4•e - . t1100N RQIm-OEi - PAM40-410in c"-N MINIMUM ANCHOR SPACN De.) s 3 3 3 M Ix 1 1/1 witIMI1N®® 9s) 3 . 3 1/Y 3' ' 3 31/r 3 alT61NTElE.11 -��gOilC 0.]__ 4 3,J'Y 41/7 31/1 31/P 4 ACf1YL EM WNW(F.D.) FACTOR - - I 112 I .De - - 0- - - - --A - - - - O 3" 1 Ag �- .. ._.__ 1.00 1 111 - ---- - - --- IJ41 M .6l 119 - 3 Iv --- - 14O A A A IEi/)' , FLOWA BURNING CODE Non High Valitchy Hurftcne Zane r a I I iT- - * -1,* ' =•RLi'ti ,7Y l \a az"r rAJaA me. � MIL 24 GAGE GALVANIZED STEEL. STMIIII PANEL ,e; AA anw L PROTECT" PRODUCTS, LLC. - Man/.e.Atr7MeT A. 3J3t4 YH,"! ,W--4j=-7s4S. M L UWA-47C to ,7faO/'1 I.-:__IL._ECOANC. d�K YE�ITIpr " RX w,:e —k— MR.. MAf 4..-.TM . M1 , PM M -Ale n:-e "Wit Ae.mr:.i 44i'Ai' n.T- 11-214 f.R:+4H: Ma — tcx— — ewwm,I z, Z •s_ w..aA ae-- - - _ _ sm I to U Z oc 0 C� U 0 J J w 0o _j 0 W rQrj W 70 F- Q Z �- Z -j W ill2o0-' ] _ � t ffe _ 5 L U 0� Z w '^ vj o Li � W W 0 of T� wi 1 ~ o U)O 0 � (.9 J Z J Q Z '' I W w� Q ( Z J �— 0 ::) U) W of of m W Q Z � 00 z 2 CD W S -i 0T 0 N m N H 2 _ 0 20 Z Q D- Z og J U Z Z OU ISSUE DATE AUGUST 2008 REVISION DATE 3-7-20 92 SHEET II' PRooucr APPROVAL (VALID ONLY FOR PAINEL(DINSTA-LATiONS AS PER SECTIONS 1 THRU 6, ON ShEETS 4 & S) MAXIMUM A, S.D. DESIGN PR;fm,1RE RATIRG (P., 1.) MAXIMUM ANCHORS SPACING FOR MIN ED- PER SCHEDULE BELOW APPLICABLE TO SECT! � & ANY CGMB't:,4Ti0N OT IwEM MAXIIA.M PANE- LENGTH (L k) MAXIMVII A.S.D- DESIGN PRcSSURr RATING (p.s.i ; MAX,ML;M ANCr10RS SPACING FOR MIN E.D. PER SCHEDULE BELOW * APPLE TO SECT & C'C1�I.WTXaN OF 1FIEN "MUNI PANEL. LENGTH nL" (R} YAPCON SOLID a'k`!ELMATE FEMALE IT) PANEL6S PLUS ZAMAC-"UN CALK -IN 7APCON SOLID -SET PANE! MALE FEMALE ID PANEL6S '' PLUS ZAMAC-MUN CALLA -IN ro aNG.. m .m. Ta D 01EIE TD TIE TO C c m OOI �, �hOte'- m cJNatE2 '' 10 COPCRETE KGRETE -D LO!4C,1E c m GCNL,^E7 N W,I�E H m C,.py,� 'J ON4T4-TE TO rANCRErC T. :TE 1D m JE >+03, -A6 TO 4#7S, -75 13' 11- 13`_ i3" !3" ,Y is, is, tY 13' le I (TOPj 6,-6, OR LESS r+75T,0-75 +114,-t19.e Is" 5' is- 10 1/2 13 6 1/2" 13° 8 1/2" 7 1/2 5 t/2' S,-�„ ,opt 0i( Is- 11• -13,-, -13' - '3' IS'' '3" 1Y 13' 13` 12' 13, IC' 1 (30mu) 13" 6 1/2' 13, 13" 13, 9" 13" 9• to- 7 1/2' 13` 6• 1 (BOTTOM) 13• 11' 13` 13' Is+ ,3' '3' 13• Is- 12• 17' lo' 2 (TOP) 13" 5 13' 10 1/2` !3" 6 ,/2" Is- 6 1/2' 7 1/2' 5 1/2• 13' 4 IJ2" 2 (TOP) '3' I1• 13" '3" 13 I Ir 13, 13'_ 15, 12" 13• t0' 2 (B01TOM) 13' 7' 13• 13` 13, 9 1/2" ,3' 9 1/2` 10 1/2. 7 1/2' 13' 6 1/4" 2 (B07TCM) is. it- is. 13" 13" 13' 13' ,3" -Is--- 12' 13• 10" 3 (TOP) .3" _-%" 13' 13'-_ 13" 9 1/2" IS' 9 1/2. 10 1/2' 7 1/2" 13" 6- 3.(1OP) - - 8 1/4- 6 1/4` { 1/4• a 1/4' a 1/4- '6 1/4" - - 6 1/4' E 1/4" 3 (901TOM) - - 6 t/4° 6 1/4" 6 I/4' 6 1/4" It '/4` 8 1/4' _ _ 6 1/4• 6 1/4'• 3 (BOTTOM) 8• 5" a" e" e' 6' A' 6 W. 7' S. 9' 4 1/2' 4 (TOP) 7• 3` a' 5 '/2' 7• 3 1/2' a' 4- 4 t/2` 6 IIr 2. 1/2- 4 (TOP) __ a' - A" 6' I _.1 __ ..6" A• - S. _ 4 (&77TOM) a' - 8 1/2" - a" -• I a' - 5 1/2, - - 7' - 4 (BO110M) - /3" 11" 13' 73" 1T 73' 1� t3' '3" 12' 73' t" 0 rn 5 . (T t3" i/" 6 2 t3'_ 1 3 i 3 9• 1 3 I• -- 70' 71 2° / 1' 9 a" 5 (TOPS - 13• _ it' 13" 13' 13" 13' 13- 13' 13" 12• 13' 10- 5 (001TOM) __ 6 (fOP) Iz, 7' I3" _ _ 13" is' 9 1/2' 13• 9 1/2• t0 1/2' 7 1/2' 13' -_ 6• 5 (BOTTOM) 13, it' 13" 13" 13" 13" 6 T/4' .,,13" - 13' 13" 12' 13" 1D' 13" D" 1j• i0 t/Y T5 _- 6 1/2' 13- 6 !/2' 7 1/2' 5 1/2' 13• 4 1/2' 6 (TOP) - - - S 1/4" 6 1/4" A 1/4- - - - 6 1/4" A 1/{` 6 (BOTTOM) - - 6 1/4' 6 1/4' 5 1/4" 6 f/4" A '14' 6 t/4' - - 6 1/4• a t/a' 6 (LAATIUM) !3' Y 1/2" 13' t3' tY itY 13' 10" ,' a" t3• t a /2 1 (TOP) TO A•-O" - ,3 6" t ] t0 1 /2 t3' 6 1/2' 13' 1 A /2 7 1 ' J2 S 1 2' �/ / 3 4 t ' /2 1 (T ' TO 13' 7 1/2' t3 13" 1S" 1p 1/1" 13' _ 10 1/2 11 1/2• 6' ,3' 7` t (E1CT7AM) 13 A tit" tY t3' t3" B• 13' 9° 10' 7 1 2' ._.13- A° 1 (L40ITDN) 13• 7 H/2• 13' -..- . 7s' 1J" f0" tY 10' ,1" e• ,3' _,- a +/2" 2 (rOP) - 2 801TOM) ,Y ,$ tit" _._T T3' G ,J2• ,3_" 6 IJ2" 7 1J2" s 1/2" 73• 4 t/2. 2 (LAP) 13 ` 7 / S 13 --- 0 1 ' " / , t` - t. t 2 / 1 1 1 2 / t ' 7" - S' 13' 13' 4 1 2' / _ I i l" , t 'let .9 _ 2 / _ 2 "Yt 2' / 13 At 2'2 / BOITO ( M) - 13" 7 t -13 13' f w 1 - i- / 11 1 2 / 9' 1 7" 3 ,TOP` t 3 e 1/4" 11 3' 9 1 2• I3• 1 9 1 2. 10 t ' 7 1 / II' 3 6" 3 OP (T ) - B 1/4 6 1/A 6 1/4" 6 1/4" 6 1f4" 8 1/4" - - a 1/4" 6 1/4' .T (HOtTpM) 6 1/4• .-.......-. 6 1/4' _.- 6 1/4' 6 1/4' 6 1/4• - S 1/4' 6 1J4" 3 (BOFrOM) 7 1/2' ..... 3 1/2` o..._,_ .. 6' ,. 6" 1 1/2• 4° E" 4 1/2- 5" 3 1/2• r-. 7• 3" 4 (TOP) a- 5 1/2' 7- 3 1/2" 8- 4" 4 1/2' 3' A i/2 2 __ __ (TOP)r•-5'6•_. 8'-A' - A"... 13" -10 a" -B' 4 (BOT70FJ) 6 , /2.' ffi_� .- 6' -1• -_ S 1JY -7' - -. _ 4 (SOHIOM)t .__,._,37 1/2' 73` 13" 13' 16 IJ2' IJ2 11 1/2' A' t3' 7" 5TOP) _ U` 13• 13' 9" 13°. - 9' 10" Y tJ;'IS' e' 5(TOP)tS` 7 i/2" T3 13" 13• 10 1/2 73' 10 i/2 II i/2` _ a'-_13' 7" 6 (FTCTTOM) '3' IS" 13' 9 IJ2" IS' B 1/2. 10 1/2" 7 1/2° 13" a' 3 (BOTTOM) 7 i/2" t3 _._ tS` 13` 1U 1/2 f3` 10 I/2 11 1/2` $• _. 'j• }"' $ (TOP) 6 (BC�01Aj .�-. ___n'3' 13'_ i6r1 is, 5 1/2` 7 1/2• 5 1/Y 13' 4 1/Y _•3• 6 (TOP)- 6 1/4"a 1/4' a 1/4' $ 1/d" - - - ; - a t/4' a 1/{" a ,ft- d fJL' 6 I/4 16 1/ie - -• - - 6 1/4• 6 1/4' $ (06Pi-) SEE OW 11 FOR ANCHORS TYPE & SPACING FOR IMITALLA)IONI !NR3 WOOD FRAME NU6DNG5. Ile MNWIA/ Av_RN Vilotm ANG firemue E:mE UIb AhCE ARE INDIckM ON THIS SCIiWAZ FOR GU. USES 1"HAN 'Tp'CATFD 04F SCHMLC REDUCE AW-HOR SPA'x+T BY WLOIKYIHG SPA"INO SNOw4 ON SCHEDULE Of THE FOLLOWING- FACTOR FOR TINS CFERA-NR t0 NE : ,K&i,6LE REDUCED SPAC~+xG OBTAINED Mn PACrOR SHALL 101 SE LEM THAN MINI iW;( I AWJF,ATED FOR EACH ANC40R 'YPE ON INS 9C2amulz . miemo 11°P� 'I4.0_. 1J47e t/P. 1/4 a 1/4`o 1/4'. TM'GVM ""-m�H[T 1rHa"m PA49MATT 2AIA1rr/lAL1N GtfC-Ra MIN" ANCHOR 8Piomo (71m) a a 3 3 2 t/2• 3 1/2 MINK*"MIN 00,4tim OW) 3 3 AF' 3 3 $ t/2' s Dste om&4 7aHIE eaX 3 3'/2' A ,ji^ s 1/2 3'12` AL1 & WK DEVIN 4 (ED.) FACTOR a ,it 3' - am - - - - . 00 - -- it t OB --- IA, .. - ,.a4 - I.. -_- ' 3 1/y tt0 - I'.W MAXIMUM A.S.D. DESIGN PRESSURE RATING (ps,f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL C) INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL. 1D MTSTALLATIONS AS PER ALTERNATIVES I W TI-iRU 4W, ON SHEETS 6 & 7; Q <.'N GE_ R 7RE'SSURE RAPH (p y,l) MAXIMA AN171GRS SPAC.'NG FOR ED. - AS SHL4N CN SHEETS 6 S 7 APPI71t'"AEUE Ii:NN41A R Atn' [d I+AI OF THEM M"AMI LLi LL AN11 LkNGI f l L -L) TAPdIT.V LASE SCREW PANFIJAATE FEMALE ID PANELMATE PLUS WOOL, BUS:•IWC 13• 13' . 13, Iris' W (top) 13, _ 13" 13' 13" _ 13• ill(BUTTUN) 6 1/2- 8 1/2' _ 6 lJ " -51/2. a 112' 'W (-,DP)------ - a 1/4' a 1/4" 6 1/4" 2w(aOTTOM) 5•-0 8' S- S" 8` - lTOPi LESS: .. a'_ ._'. ___ 5;-- a° _ aw (wTitm) 13" 13" is' --_13"__ 13" W OOP) +46, -45 OR LESS .- ?3^ _ 13" __ 13• _"13' -_ is' (P,d1TOM) 13' 14" _ir is- i3-` is" B 1/2' 1W (R)P) . 3•__-_ Ir______ 13" a+ 19 fjlcrT1t) n 1 � I S t I 2' ' - 6 t-2'- ! - '--. . - - a 2 / _ _ ____ _ 1 r Z` / p ITC ) - .. - _ _'_ - 4'___ 6 1/4" _ 6f f4" a 1/4' -- 2W (BOfTd1) >T; -0" TAD 14'-4- a 1/2" 6 I 6 1,/2*- - R 7' - ._ 31T ICI ) 1C J2. 4 1/2" .2' i2...----..� 13' ... 4' 4W ODPY -__- Is- 13'• 13. -..-� 8 1/2• 4N' N) M1 VIVID r ' VAXMJM ANCHOR$ SPACING FOR E.D. - AS SHOWN ON Si,EM 6 & 7 [IwwAlffa TJ r. TERHMT`,CIEsG'':LENGTHPRES%mE A,,,a„$ ANYL.PKAVO O1 THEM MAXIMUMA.S.B. PAhE: (ft) ]AKON +AG .SCREW PANLLMATE FEMALE 10 PANE:MATE PLUS WOOD3USHW.^`n'NaT10N113.8.Ei t3' 13" OS•. 13" tiCP) 13" ___IS' 12r I3' °13" 6't (8UT'IOM) 6 1/2" 6 T/2' 3 1/2"---- 6 1/2' 6 Ir,- (10P) - - 8 1/4- a ,J$ 6 1/4' 2W 1OCTICN) I6'-O' -7 ,�2. 8' ---8" . A' 3w' (M)TTCIH) >+45. -45 10 TS, -75 _ _13' _ - ly,- Is, 13, - -_- 13'. -13' _ -,Top- 13" 13• T3' f3" 4W(MMOM) 1_1 13" 13- , 13, 10" - 1W (TOP) _ 13' 13" ____ _ -_ ,3" .13' 6 1/ 4• 1tl01 tY+) 1W (Vol 6 1/2' a 1/a' �6 1/2' _ A-1/2-�- A I/2' 1TLP) 6 Ile a 1/4' a 1/4' 2W (B6TTOY) >6--0" - .- - -.- - i 2 3 /I ---_ _.---- . 6' B° 3W LaO Ti01P 15-;`_ 2 ' 1 7 13• %2�.. l - 13° 13" 13" .•-ice, - ; r -- A. .. °=--p-le. v t FLORIDA BUILDING CODE Non High VelocityHurricane Zone �, - �%[NC% :, FLORIDA BUILDING CODE Non Nigh Ye1Dcl Hurricane Zane .4, fe�'✓ °°atr anx. "t 24 GAGE GALVANIZED STEEL STORM PANEL Ae4y -;3 %_ -- ewrr r4Nm tc 24 GAGE GALVANIZED STEEL STORM PANEL � GLOBAL PROTECTION PRODUCTS, LLC. rye,- " ,tr -- �' � L, C O F N a . _a_ 1 +�+ PROTECTION PRODUCTS, LLC. aMl: �y1/y���,�+ ,! , "' l 4w AW. 01 61L)ETILL a", 4_ 33314j(' ' E C O E N e. . OF �'� rE TdU1 a ININN4eAM46 eow2its 4DI ff aA, r.. s ..aw ewcM . nIa t4� ,�" 11 l "``` - A40NE. (SS4HC8i-1545. FAX. (04)t'BB-ttri 11 -214 ��_,_+_, S° ' '.. rE ,r Ar v4wu vmvg a0,7A@r Ft. m" 11-214 `E�'•-WRI[)F•..•f "AM W. t�,00' 670r •OR •: _ w.,. r4.a P..sto. w • ! 9..1---, d@_a0[.N11Y CP401A17 xa 4 Yr - , W. , JIM QWM XIS R ABr' tm4TaSS-]CIS; y rM ,!SELL nT-e-•1/ iw t Ifi-41AI - w anWMUN wr - riMl,rci Na: Art rt U. Ne.F1®. Am . _ ♦ - - 91tLT IO W' 16 %��j' 'E �•` .°f+•,w IMr AAL%Ex A 14L/f -Y.. Pr RC,flfd ♦ic. 1 If i4T n'794 / ra s•s H Ip 3,t6ii 11 0r M AFK,_ A 73tf h• fL '4' 1 ®rAFGca O40R O 9' D.0 t -' H 'Jk ' c l O F.. J N ?fc 1- CR - XIS �DUR' • 1 4 0 '1: PCdk u % L S A•aC.NCR Yr 4' OC. :CHIC' ETE OR � !4` AP.,D _ ANCHOR C 9" 0... - -in^ P RFD CONCROE 1R / ' 1 4 S TAYU'^, 414Cr a 9' OC S-I%G mfl) -x e?Ol R^R OR CO E'E Ah /- •^^NCRETE tOCC 1: CONCRE?l B: CCK REOJIP.FD � CGNCP.tfE 3t-0CK REWIRED. y.,. ., NV C. BLQL`K CO CRE RECUiREO. RE@JIBED. % , ��-1 /'r// J>< f 4 III{ ----.., ' //!` , -/2,. ' l/i' i :. I 11, , I12" I ' 1/4' tom, '- . ,J / ''� ' ;/2-I-. 11/4, - -___ %!%1 __ _ 1 i i I tG• / I I I ie 1 I -Tje 1% EJ.{ %� �. I /f / 4 /,. /// I i T , /,.- / , ,` I � /.,. c / I o A _ . I[CI 1 I 1 , 4'W' W' 1 Y MIe. 1--SEPARATION EX:STIN6 TO GLASS. I I - 1/d.-2G•,- p_,- 0 If I I I I ,Ja`,-2a.1' I li t' M:e, fF-SEPARATICN- - TO (X.ESS. i I 1//sb-sC,t' -86. 4STIR SL.a ! 1 sea l3 r 1 c 6L '+1 GLASS .____.- .% rl--- t T.- _ ?-� I-- -_ 66 eP T6 a Al !A. 5 oa ux STIA-�; �� "�P ;LASS 1 I - i eaa e,Q� 4T FA BRRAP GLAE)iSihv'-I G1A95 I,--. _ - __ ___ -- ' i - Ba.9 _N.y�jy, A'. 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R .Alr ... - f4A, ,-.4M -: t3ar 0,-,SIN fY-9MV7,9 WAL rG A TWT ,R. fE a,ae,p ,nt 10d,Y AW v♦1'4R - - am is or is 4 I •_' .IN e MAa. _L L'RJCTH ELEVATION SHEET 12) WALL MOUNTINGS SCALE 3/811- I. ARE Oft VAT; �(,R A.S.O. DESIGN WIND LOADS (p.s.1) AND PANEL LENGTHS AS PER ELEVAIION IN SHF>T 12. 2 'OR NEW 'WOOD FRAME C01S'F::'C'ION iYDOD MEMBERS :O BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. ".4' WUOD PATE REOUIRED 1/4-0 PFNELMATE P-LS ANCHOR O 12 1/2" 0 C- PANEL LENGTH - (SEC e"NARM ON SHEET 12) .1 stc.us 10 Al 16 EDR INSTALLATION DETAILS FOR LIFE SAFETY _PANEL (t) INT12POUREQ CONCRETE OR CONCRETE FLOCK STRUCTURES 's TAPCOtI ' 21aIriG NLIRED 0 I:.F :U,1 4 T ,14 E. L.J.. MCHD,R t2 9" O-C. 1 CJM:R<_TE OR AH..HOR e 9 0 CONCRETE BL .t,,, "VwREi`< 3LOCK .I,, CONCRETE BLOt.'H. RECAR£D. t..): "rou LTD - --- - I _ 7 11 I I 7�- i ! : , 1 N":/ 1 I li 1 I 1 1 k-- <FPA3NT'01h Al I 1 LX511C I VP, p,.• 1 i-1 -SSA eu19 N.49 1 G TO GLASS, L__ _._ 1- (_ ,/•,';, i-r ATE x,S * 1 n 1 Ie9:R1 a°SR r-i"1 1 X1 TI, I.re.11 GLA i:, II - p Y . -- 1 PANEL LLWAH m __ -- I , i- a' PANEL 1.049,14 $___ -Jv1- ---. I .. 1(SEE. F1EVARON it I (�E ELEI'AION IT------- t" I{n. 1 I CN SHEET 12) N jI(j _-. i_.. _- - ON 51f,ET 12) 9 l 11 TO GLA55. I ( I__ _ - _ - 1 i p I � R tml+ / // � 1 LIT I . � ., i �I i ' I i %/ / /' 1 .1�F, E%ti"I11G POU E' r %' I EXISTNrC F'OtJvEOJ Eje /%� CONCRETE OR � .: " I -- ._A r•.T 'r - IEKRFTE GR /: CONCRETE BLOC+ :/,. C01h"'RE'E &DOCK CAI-Ti€c. / : : 3.7 , at/d'aa r Cu/ + (fu 1 i ; ' { SECTIbN R -3A SEGTION R"-3B '14'o PANLLNATr PjJ, 1/a-o �ANELLMATE P(&E(.�i _i PANEL _,__...i ANCHOR 0 12 //2" o: W 0 REGULAR PANELS ANC40F (E, ,Imo LIFE SAFETY ` ANCHORS TYPE ! SPACING FUR WALL MOUN'T�NGS . SCALE 3/5=1• - IIS'.rv'IATIOK6 IM WOOD FRAME 1111,011114103. M4MMLM R1 AKOW SFAC4 S AND M11UM EIAE D&IM111 ARC Ia71WID 64 THIS SIGNEDJLE. FOR E-3 LESS IHMI INDCAIED CAI W4* LLE REDUCE AVOW SACILG BY KLTIP(OW SPACIND SHWWN ON 'JCHICHAS. 3Y THE Fatoomot F1,L'TC" MR TINS DPEAATm TO 6E FOSSR114 Rc,D1•CE➢ SZOG OBTAWD USING FACICR STALE MDT III LM ,lM 1Yld" `WWAX tttrA D TOR FAZH ANCHCR TY"E ON VMS SC1IEDU•E A iom Tilt -1/4"e -� 1/4"- PYMIl11eLt1 MA MINIMAL 0611001M SK CBI9 00 3 ] -] — ox.ael. aAA11 �xr , ,' 2 ' Aaweal IIW ANAL Off DDILet M Pkem -_ - 1.Oa_ -_ -"mi "/18. EZ 1 W/ 18 At1CHORS --SEE SEC ION U, R AL-FEW"Th'E F71N ON SHEET 4,c, [_r _W9i(SEF: htli_2j I" 1! 1WIY0 #14Xl- r A. 1" 1Fn, i NOTE 2) --i - - -. ____. _..______ .At:,_. rt; ;SFE SEC',Cna a AL':-'::r:iS J�1 5!tr'S '7. I<, •5 &16!._-_.____ ._ _ __-- 3" WANA R-1A/13, R-2A/13, R-3A/14. R-18/13, R-28/13, R-38/14, 3'MAX. D_M.•2, ')-64A1_ R-HAW/15, R-2AW/1S, R-3AW/16. R-1BW/15, R-28W/15, R-38W/16, _-----..____ ----- . , ,. 0 '. , 0 0 0 0 0" o • t--------------------- -'----'t-__-- -- •- _"_ ' --------- '--------------- _I_______..-. -, 1 I I 1 1 t� - (I I I I I I i i ' 1 I I' I I I i t t I I .%i i ,I I I I I I ,i . 11 i I , I i L,r2 . t ! ! i '1 J4"4-20A 1"• S.S. BOLTS I V, ' MAX. j I 11 "� PANEL LLIIQIH (U,1-E FOR FArvEI L_NG H i � j; OVER 7'-5') '�.' , ,' 1 '�.' , W-8. O 440A -40.0 p..f. WY_ A.S.D. I 1 Z , RfGCJMR STORM PANEL " , DESWN PARE RATING 1TORM PANELC ULAR Si I _. _. _ _ I ' (W/ O'"ERLAY WD PANEL UAKITH 60.I) t1 --- 1------I ---'- - :,'- ---- ----- ' I ,I I I 11 I i LIFE SA£ET'! S70kM PAIJ_L ,.' 7-fi' O +SOD, --64� p.ot. A.S.D. I i DMVN PRE55URE RATING ' 1 _ .._- --1 'I ----- .. _._ i .. :..__ /! :�; (W/0 tJVEAtAP M10 PAWL. LENtlIH BOLT) F_,__.L11'1 .-. _ ) t .. -r__ _ _ ._ �.,-. _ _r_._._ _.,___.__ A 1 4•A 2Cxl" :- _ _ __._ _ _ _ _ _ A USE 2'-6' W IL PANEL LE7aT1( / _r.__ _ ,r_ _t > - -r- -( -1 �vrI) S.S. BOLTS W . >, I `-� , - ' . AT ALL<".<_ / ram.'F .R AT to Olt(. L :»! I{ f f�.; I . .I 1' LI , __ - _. , _,._1 l EJ2 . . i I I r 4 . ,i �.F__.__� =:t". I I - , , I I ; .. — —{1f 'I . ��M::'=_ J . I.=-1-11 Y 1. _1. - .. _ 1. 1 1 I _____ __ __ I i 1 ___ ___ I. . 1 - - - ' - --_- -y--- ----: . I--I---I------- -- ---- s -1-F----- (t hU (,tiL'.? A7 STUD ' 1 ; I ,,+ LTCAIt IN O uFE SAFETY .., 1 ;!TAIL I PANEL e0TOM CORNERS , ;"` 7 I 0 .1 i _- .� a.M-.n _ f ___ - , : T- -. . _ ' ,--OVEp�-ONERLAP-) 1. 1 - - Cf'� _ WINHI HR;T AT -EXTERIOR.. ._WING NUT AT t INSTALlAT10N3 ONLY VALID FOR EitiIC -3-'MAX, LEFT PANEL RIGHT PANF_:- 3' rAA4 WIND SP=S UP TOO 175 rn.ph. 1 MtrJ R-tA9' R-2A/13. R-3A/14, R-18/1S R 2B/1a R-38/14, 1' MN. R-SAW/15. R-2AW/15, R•-SAW/16. Lo'k-low/15.R-2BW/18, R-3BW/16. ___ .... ------V4HO% (SEE SECTIONS E AL,L,,W71b'L.i :'A SHEETS 13, 14, t5 &14} _..____-..------ LIFE SAFETY' STORM PANELil� ELEVATION M SCALE 1/4'-T" I - - ; -� REGT,_AR 2.6.97' - � REGU. AR - . 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N TO CLASS, I L/2 � 70 GG SEFARASS. i �I f I� /� I R-- .. SEPARATIO p h 1 I 8' a / 1 1/2 Y TO GLASS. L- I'::,, L- � I d + 1 E4. I Oz tom. ` d' / I a0.2 ,n ED. \ 1 L-____J .• ,, I _ ; __ __- 1W14-.1111 EO. .� J \I_ i ___... ... (. \ i L. % I i fis. Hor M.O. t•:,I . ` '' i ' , I ( it ' 1 M1 I •� f; '•, . , 3 , ja O L O. %.. 1 J I I L.. 4. I t 4 ( 4 2'M4" W I S_ ,...a 4 I ' I I 1 1 I REQUIRED \ 1 I I \ I - ) 4;,)_,I! 1 4'0 7APC'UN L-.111, 1H ' r ,',11 1/4"1 TAPCON ,JI _ _lI/4'o TAPCON a'.a' WC00 ! ANCHOR O 9' C.G. CHOR 0 9" O.C. 1 1,1 ANCHOR 11 9' O.C. PLATE tI1 1,It STACGEREO Wi STUG I II STAGGERED w/ s7uD i-' , II REWIRED IA \ iI I -J : :- i J 1_2".4" �D �- _PLAT' wQ:,o \ i I II PLATE- i:, PUT"t ,- ._.._ 1�`l,L-..1- __. RECUIRF •��_-'-'-' REWIRED -- _ ( 1 , . I_' 3 L O RE U PANELS d LIFE PANEL ALTERNATIVE R-2AW ALTERNATIVE R_28w 4 EGULAR PANELS ®IJFE SAFETY PANEL WALL MOUNTINGS WALL MOUNTINGS .,. ., . .. .. . .. • SC^ALE 3/8-1, ,,'AAA„nail .., SCALE 3/w, A �� ; oavrt rarFca s4. 24 GAGE GALVANIZED STEEL STORM PANEL R'tCRAM o 7.BAL ,t # t �(E. �r 4ii T "' _� •4 �r�•Lle704arN•�- E /j4AaC /NE. C f1 L �ES��,, ". TtSYNAB e v txMMI@r 'e N i; mL @. m..� itBMN ovc�L n AA-s aw'. _, OM71, A,4H .,r_yyt La-aiB4d77P Ax. A. )Ilt,� 8.. AF PROTECTION PRODUCTS. LLC s,1�T1 Ste. � trr,E. ♦'I...i.11t4 f4Dit: i iS..jBBO_TE•/0. :AK::4.',4X'BM-B?4T VnI ,L= 11-214 CPF !k,: A@ r r@v eu rK 4. ,Iwn@e , ft -'!r ' - SnE6T 1= OF ,B 'u'F'" cn,. - - 3jta"A AL441:UN 1/2 O. Oi O O -M-� O O �OIj tA I T__ I I; AT 2 PER 1 1 - - l - - F S,"G . ._ _. .---A --T-I'�T Y-i•'-r : -T' 1 1 .. _ . OF •L`' . (ENJ PAM-_L) I I (INIE'Rh7R r' L.) (Ni-tRiOR :•AW1.) (INTERIOR PANEL) I )(ND Pl Mel) f". SEE NCl11S 2, 3, 4 I I SEE, NOTES 2. 3, 4 a-N° I ! lI I',, I WAIL II. ( - i J I PANEL LENGTH 1* ,11 * - •I , * , 1 * i * I a +/- 4C.0 p,S.f. 1_-.1 ; _ _ _ _ ._L_I .. H BOLTED PANELS W/ 1/40 2UAfII I I. 9,5. WETS W,� 6 FA CV,ZWLAPIeI 1 ' (SEE SECTORS AS' A•PP".ICAELE) Sll'>; I I. I l i_.I. i _ __. _ . _� _ f .__i J , L Y H 4 CF a_}_ �:.m_r �, I � 1 [ �-k a r— T T --I a — �- rIJJ_L 1 LI_L1JJiLF-1-A- ! IIJILL 1Jr�11J_L1.I Li J�11�LJ_I_L1JJ1 -_ ._ --I _.1 - _.___. 1 .--___._-,_. � - o 0 0 �, o .' o o - p SEE NOTE 4�" J --.. 3 I M i. S" .. "' MN. ;;CIE g t ,` W MOTE 3 7 W/ 1 NDT 3 ANCHORS --.._(`.4-E SEC7:17N EZ7 M AYTtT,NA1WE iZIW ON y1tL'< •:6)_...- - - E21 /18, EZ1 W/1 B TYPICAL ELEVATION FOR SERIES 2000 E—Z HANG STORM PANEL �� Y M (�') J•` SCALE: 3/32'-1' :A - -.-. _ 1/4' U.. CA7 * LAS; PANELQ TO BE MSTAUJT AT EACH C'PENINS SHALL ALWAY'S SE Wft,iED W/ REAR HANDLE TO FACILITATL INS 4,'ATION T INTENDED TO Be INSTALLED FROM 11laDE CF STRUCTURE, ( NOUL.' ES E-z k4'ANU STORM PANE, SYSTEM GCNfi� I IN p& PANEL. + Catt. iRACK75 TDP do BOTTOM. (2). FND PANELS SHALL ALWAYS BE CON NNECTED TO BOTTOM TRACK 31-HERMSE A STOP BA.q tV SiiA:.L EI'c F'NOVI:;ER AT TOP OF SUCF PANELS -(J)• F END PAWLS ARE CONNECTED TO BOTTOM TwXX. CONK C"ION ShW.L CONSIST -OF 1/ 4'e-2Ox3/4- M.S. W/ 7/8.10K3J32` WI4G NUT GR 1/4;V/4" Min, T14ULBSCRJIr 1WO TAPPED BOTTOM Te?ACK. LOCATIC41 OF FASTENERS MAY BE AT ETHER OF TTL4) ERTT41OR FLAT FLANGES OF END PANEI. ID 1 UM (4/ N CASE 11-AT END Mk�5 AhE h4A G)tJT•ECTF]3 bC" r:ACK (I.e, A STOP HARK 15 ONLY LSTD AT -LP) AT LENT IWC- PAWLS SHALL UE. CONNECTED TO 801TOM TRACK USING SPECS WICATED ON NOTE (3) AEOVE. IN-SUC CASE O(TNNECTION OF PANELS TO (BOTTOM TRAL'K MAY L7l�CLR AT ANY PANE. 03WON. NLIALLAMONS ONLY VALID FOR &ASIC %-A') SPEEDS UP TO i75 m.P.h. -4'b TAPCON iCHOR 0 9. O.C. J�_" ,/4'4-iw' iKim W. Ai rA ow -I..-.-- , •1." MAX. I -- PANEL LENGTH (SEE ELEV41KN1 __ - ON SHEET 12) { ;@1 t:/ a- - - L_ !'!1t AD M9B nX111 0 e 19 f = T91CON ROB'O.C. 11f V`14/ti FLORIDA BUILDING CODE (Nan High Velocity 'Hurricane Zone •' ENS,'1 "Ill 020,I TII .C. ,, f •,..80.441W ,� 14 GAGE GALVANIZED STEEL STORM PANEL LAaN "s, '.. INST;,LLATiGN ARE DICEY VALID FOR A.S.D. ..L.,IL.h W No EMUS (p s r, ANJ PANEL _ENG7HHS AS PER E1.r,VAT::I)N ON SHEET 12, j ' i *,_ i '* t I� �__ Ne. GLOBAL PROTECTION PRODUCTS, LLC. ttVAM z„c. FOR NEW WOCC F ;`ACME C(ihzTRUCTON. LVOCG ITTA'f� GP'. ' �'3%% ?'q i nurr r & •11pw"Ni@re COMPANY .eao S.W. 51 nrBTT'. MIT: FE ss314 n_.Y }7AA OaH:s'B-,,9r 1 1-214 MEMH=RS TU BE SOUTHERN PINE No 2, W ` SPECIFIC / f' k, tw• @• Fr. A'[ l: e.Ivw.' .. ,nov : fJ11 An .SEAL . f3r1 BT1-,ur (vS<;de1-TSda RFANIfA Ho- DENSITY OF 0.55 IiR EQUAL. �� y.. �g_arX,E,r!) AA tER A v-,1i Jr. PI. ♦rK 4. rrh+ Nr r4 +. wer ,m - w-a ,M/„ . II:IEE7 to or is ► Cl •1► 1 �► 1o1 A.► *►u �• 40 :It r,ONCREiE li'_OOK ANCHOR a II. Ole, , 4 b iA;C:A4 "Ill-t"=_' I /; 44t" HE% HEAD 'EK J1aD HEAR j-. - /- It 4.1' HEX HEAD TEX .,NcHoq 4) !I O.r \,"�/ � r - SCRE'N © 4" FROM RIIILAED 7;' `.\ / i1. r- ^ SUcRREWE f)O,jj4' FROM 4qII(I' f ELXHF OF ''I 1 / 191L'S1' ("] /is. r/ / /R ,, 1 4V-2UI° sav�'®11 II t' 4, T /.._..__ 1 2` -T jr-sGAHA 975 - EXiaTIN TO GLASS. C I .,.S. Bars WIii �"-._. AT LA OKEWM I , t + I i 3/18"B �)a;[NINUM POP 1 RIVET MAX. - -__ ___ ._-.. I PANEL L'_NOIH * ( �A_ 1 - Nun. 1 I- SEPARAIIGN- II TO GLASS I O t 5I N 1 L 4-0-20.2- OF •I- IHUMHSCREW /fi /, f✓ , , rr' 1 1 /// /; - %' 1 I F I is J, , -I ... I ..I 1/4'0 TAPCON i ?OUREG ANCHOR O IT .)CtiL ON E1{_OCF REW 1. WALL MOUNTING SECTION EV SCALE S/8=1" / I, / \ �/ ''�/ 11 2"'\I i 1 WA.I I .• f - - 1 i f2' ..-- - 9 YOLR A.R3 001µ'v --- - I wl vWa - ifp 1 J2" 8 3EPARAT6N I =-_ 3f to b FXISTI� GLA59 11 TO GIASc , ALURIYEi NiJM POP D 1 9 I s.s ]Bus *100 _� - - MAX,. . __. PANEL I'll, • . m 1hra AP II 11 ., yt -- - _ I-- O H N I.Min I I 1 / i o- s>�zII--SFFARA THUMRSi3iEW CRIE SSO ry 7O GlJSS. I OF 'L' II i It u l_-J 1 __..._ _ _ _. . I /1 H,Aw. 1 Q y 7 11 �� I L 'i 1/4-II, 1/4.TAPCON ANCHOR � , 1 I -I - ' O 12, O.0 \` I wocD , - , I • I ,e. taaTE _ ._ ,1 1 _'` - REQUIRE() WALL MOUNTING E21 W ALTERNATIVE SCALE 3/8=1" ,,,,,,,,,,,y SECTION A —A . IIIf',,�,� A. tl'Isss s;./cLE: 3f 3z°=1 " its ( A• .�%`, ,tR .'•°'" '•..• r FLORIDA BUILDING CODE (Ann High Yeloo Hurrlla2ne Zane _ _ ,of,pA °w� 64 `4/ - FLORIDA BUILDINEG CODE Nch N1i 1, Yeloc(1 HuFr cane Zone....." �i/T `' T L ) 0 FLORIDA BUILDING CODE (Ncm WE h V4Mo42R Hurricane Zone . - „mrt wlrc7, rr_. 1 - AtL 0lPl7 rLtrttA ?tC 0 ./16.0-- ' NOTES-* M'.N, PANEL fNGIH t .1C11 T.1ECG. .0 / 24 GAGE GALVANIZED STEEL STORM PANEL cw, % ` 24 GAGE GALVANIZED STEEL STORM PANEL L.� e.; C r SHAH -I HE 1'-�' J. i 24 GAGE GALVANIZED STEEL STORM PANEL yr. NO. 44167 1. TOADS +/ ' AN,U.0 ON -if :,'., ,J :'N 0.- O. GES uh-;S!Nii t No. 441&T " "'4, No.44167 *' 31 --' #. # GLOBAL PROTECTION PR'ODUCTSA TLC. to I, * d „ : , % aaC +/- iD o a.B.r. ArID s'-o" MAX PAN„I - 1 T�� C O Ewe. ? T ." _. 4 * $ / IL E C O INe. GLOBAL PROTECTION PRODUCTS. LLC. roTc LENCIH * {: 'R. - } # GLOBAL PROTECTION PRODUCTS, TLC. t tee/„ /_ t IL E 4w:I sa. at s-RE9n' .E - 4e00 s.1r. E a1HEi 2. rCN2 NEW W00D FRAMH ;C,i":, nJJ• ;iN: 'wCU6 1,- -�[�� :.at; i / ITIE C O INe. 480G sM. St S,r[R7 .� ': l-p NlJl7 /ET7WE A fA,NNFERNJB C014PAM BM4F, „I. 33714 D,l,f, 11, 333, ,-t7•'7" ; t4/ . O •. f r' .>m .. AY s.3 >a, wa« r uuA n „r. T as ,B .rtw9 1c a FLAG {9s+)vw a 1n 11-214 �9 °:% /� r6ttr rssnwc r EFxrczAwG ea,►ANr { 11-214 < / s R y, t,, 11-2i4 ,l'• ••.�ORIO_..'.0", . >,�' .„,:• •;,>a, n,-,_ n.: t4Mr w-.sn Q �'•: ( :.: Ay i .A - - - Ar reeo,l amen a 41Ir P1a w. (s.34)Gea-T34}, P.A: SPAT -e>eH 41E:L,_E.R_ "fi LE SOLTrtP.N FIF+E 'J: 2, tN $PEELED;: t RilIT IESnIIG t ENCwEEAING LYAVPaNr y.NF FL 1u,4 L . „.t r DPAe11c ft � _ oR ti w , arw en-,zw r : Sw a!- ar e O LQRIO; . il• 1 'rF _ w ,. wJrewal, _ T 011ANN1: A4. j, ` ✓•✓. (x•A, ✓ _rSb fi..•f4� f•1 '.dYf w - w ,rr,r err ` A!. ♦, »„Iaa, ♦,r m K. DEN_I OF C.`,.`" GR EDUAL. AC \ A - 1 / �- wA;. TCRB-OW 67'D-., P.r r ♦u ae-ra LAN ,. a . i aL4eW rrt x_ F.e: _ r,aro,A L_ m em wF w. Istaer, 1Mi a,,, CH4t m tun B H sm" ,e OF Ie THEFT T r fe e�R�£(f�•�K.s1 N t r. FrR A rr. A ♦ 11 , - ♦ - ___- _._ '4._ ..N' F[MEEA HI-. / 44,67 A __ __ - ..I - _ .. _ t moans spY,: �j� VA $j�N��pty,�A.� td oacaYfY �•L-_ ••^-• ..,/�-ti�'•VIim ANtT! NA TBUI A, a It _ 311E1T 16 OF 1B U Z 0 Or 0 U Ui . J J m �0 �W oQC)Q W � Z I_ Z W J W �UO-1 5) //,� rI U � Z z w m �/^/ 0 LLI Ix 0 V / W W it f � III...LLL � Is-♦ - = cD (/) 0 Ce V J Z J J Q Z W 44J _ 0 W Q z __J �_ W ee\f CL 0 � �J J /1 � af [e W Q --r 0 00 z G 0 O -) 0 V 0 I- m m 2 d- N =w 20 Z (_ 0 CL z OZ z Q ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET N6.2 PRooucr APPROVAL WALTER A. TILL1T, JK, P.E. REPORT NO.: DATE: Z11L1EC0ir4\ TILUT TESTING IS ENGINEERING COMPANY PRODUCT EVALUATION REPORT 1 l-1208.07 December 08,2011 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SIiB-CATEGORY: Storm Panels PRODUC 1' NAME: GPP Fabric Shutter -Series 2000 MANUFACTURER: Global Protection Products, LLC 48W S.W. 51 Street Davie, Florida 33314 tiltecol".7 Ao1.C.otn F i P F i u•cnic a 44167 FL L.B. Lw€am ilia. OIM:VI'19 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID rl 1906) to Global Protection Products, LLC., 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 F,valuat.ion Report as described herein, and has been verified for compliance in accordance with the 2010 edition of the 11orida 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 1J.): Drawing NIL 11-212, titled "GPP Fabric Shutter -Series 2000", sheets 1 thru 15 of 15 prepared by Tilteco, Inc.; signed and sealed by Walter A.TillititItx . .1 2/9/2011. 'Phis drawing is an integral part of this Evaluation Report. r,tt �'� ,,..:...,, �lj• s �••':col•� Alo , ''0NAL 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fax: (305) 871-1531 PRODUCT EVALUATION REPORT NO. 11-1208.07 2 2.2. TEST REPORTS: Large missile impact load tests were performed under ASTM E-1896 and ASTM E-1996 standards as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1715.5.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, report No. 0904.01-09, dated 02117/10, witnessed, signed and scaled by rdmundo l,argaespada, P.E. Tensile test report No. 9IM-865/9KM-1127 by QC Metallurgical, Inc., dated November 30, 2009, signed and sealed by Frank (irate, P.E. Fire Test Report No. 95138.01-106-18 by Architectural Testing Inc, dated 10/15/09, signed and sealed by Joseph A. Reed, P.E. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On GPP Fabric Shutter -Series 2000 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 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 L-1996 corresponding to missile type D (basic protection). 4. WIND LOADS RESISTANCE: GPP Fabric Shutter-Scrics 2000 has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet 13 of 15 of Product Evaluation Document (P.E.D.), drawing No. 1 I-212. 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, as per section 3.2.8 of ASTM E-1996. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 4 t1Tru 12 of 15, of Product Evaluation Document (P.E.D.), drawirtg No. 11-212. Minimum separation to glass shall be as indicated on sheet 13 of 15. of Product lvaluation Document (P.E.D), drawing No_ 11-212. ttl�0�tiR A' T, V•�,lCElys4�� i .- 4A OVAL E�rr6011 PRODUCT EVALLATION REPORTNO. 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 Evaluation Document (P.E.D.), drawing No. 11-212. Anchor specifications shall be as indicated on sheets 2, 14 and 15 of 15, of Product Evaluation Document (P.E.D.), drawing No. 11-212. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 5 thru 12, indicated on sheet 1 of 15 of Product Evaluation Document (P.E.D.), drawing No. I 1-212prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not he installed within HIGH VELOCITY HURRICANE 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 Liumse No. 44167), President of Tilteco, Inc. (Florida EB-0006719). �11,�IIrPuq�����'' 61 `AvR A. ���`� ' �yC ENs�� ••. �9 z 444 —� /pkA�aT�01tttt f� �'f� ��fs ;• 1I►f7 �f7 :.r I •;, .- - � ,r N l .top. f as 339 4S+' .Kk:Y'i ;1 F. s :Y1 �Tt ``'�ri •• I! 'rN.i `,--4ti[l,t t! .t _ + "--,.. "ri. .Fwrf•\: .. S"aP .: I. OPP FABRIC SHUITE4 - SERIES 2000 SlIaNN ON ]HIS I'rtODUCT LV.Al!:.NIO,tl rN7CUML:M7 �: F'R000, I MAT' ALSO HE INSTALLFG H!'N?I?'_Nd'AI LY PUii3AYI W3 NJS;ALLAIICA UETALS •.,`` .c. r xdaaat l� .x•P :N �"!.! 1-' •`'� Et 11 tY •:k$T IFl �w a, 9,riLi ,.) Ir '�. oY lNrilt In - �s+�I., , / I.- r...:+.. �..w `.. .{r:.l :n. •L,. (P.k.O. {ire_S B'LEM VERIFIED FOR COMPLIANCE IN ;1CCORLNFJGE Sfll'H THE 2010 ET71"LION SFIOV*AN CM S:rCl10>dS A. H, Q. O, F. F' :V E' CM SIILEPS 5 NIi1U 5. OF THE FLORIDA BUILDING CODF_1'141S PW)UUCI' SI-TAI 1.-NUI' Ht. INISIALLED A., HIGH ,•I., i ,-L.. ,•L' ,.t.. „_. _.i_-_ - -. ____ {Ls-. ' -_ .._____._.___. .[�• 1 L.. .... - 1 __... Ir, VELOOTY HUHRIctNE, ZONES (AMAMI--CAW / RRDWARD rDUNIItS), a THIS I`ROULCT SHALL 9v. CivLY INSTALLid, MEN A HURRIC.INF. RAMING IS GSLIPn AND f 1 � I .k.w .. ar! ^ I 1 SILALL hL MAF`I iAIE,.!' RLMOVEO AT 1'-R THOSE CONDITIONS ME CNER. FABRC ,SWAI.L BE IDES]GN W1NU LUAUS SWd.I_ DE .DETERMINED AS F U,4 SFCTt011 73'yJ nl IN) AWhF APi id N7NtP. COOL, _ r li IN I � WEATHER � I I. RE'. R:: STORE A PLATS: P:LKLO' TO lip NAA IC' AND aI.A PROF i'OL2 A WINO SPl•PO THE JUR17i01GTI0N ' j � ... _ __ �-- 'C; j i I eL AS REUUIHt:D 6Y WHr RF THF_I-. �:#ICITTEkS Wfll., 8F. INSTALLED ANO UO P 'rWNrO `Tt r -'r r,r .,+7.. . �V 1 .. IAAMI L PER AIrJ4l .4,TUHLF s {TALI, DAT ONw F0J2 A l)INfY:TIONA.IIY FiAL'TUR Kd-+0.63, USIttG A5C£ I(W. INSI'ALLAItfNIS f f � I _ - -• G. 7-741. INdOCN ?010 ELF(: ANTI SFIALL. EXCEED nM:: MAXIMUM (A.S.D.j OkSIGN PTi£SaU(tI: RATINGS +trDICATLG ON NOTkS T 4. riYn ,� •.. .,.a , !.I IiI ,. J .XCEED .1r -,. IT SHALL 3E THE RCSPLINSMUTY CF' 111E COWRACIOR TC VExWY THE SOUK &t%.i% Or' IN ORDER TO VERIFY INC. ABO+VL CONDITION, UI.OfAA1E F :5N7N 'fi'.RO U 'E«M11,ED T1iE STrIh:TLxtE WHERE Ni1O011Ci IS TC L!E ATTACHED TO IltiyllNE- PROPER r.'.FILNORAGE. 1 I�. ` f A.•M, �-% •'•� IIIADS ,4 THIS PRCSOUCT 5ELAU O'Iii' Lit: ATTACIif•� TO POUMi+O C1'OCREt'£., CROUP EitLLD MOCK, I ,. _ _..... _ r Asce. 7••10 SHALL BE FIRST REDUCED TO A.S,D. DESIGN MIND LOAD." BY MULITP0LNG TIILM By 0.6 IN ORDER TO COMPARE. THESE W/ MAX. (A,S,O) DESGN FRESSURF. RATINGS INCICAILD ON TLS 1 k 4, HOLLUOV Bt _X,, WO00 FIND STEEL PRAMF BUIiDNrz WITH LIMiIAII'ONS INCKW-.ETD nN THIS 1, , , I' I� i-, d 1 e EFE1 N? ORAWNG. 11 L+: L IN OROFR 10 tAtj1YFY THAT' CIX'NtY?7•i,N15 APn7 AMCFIQHS (IN I''i1S ,^- i.,C. AS It51tTi WJiF NOT 'f7YlR Sifit.SSfD, A 33'6 INCREASE IN A.LDwAeLe 5T REK FCNi 7tINU LC DS I?. THE. INSTN IATh7N CONTRACTOR IS 10 SEPL/ritl:.I PRODuCT COMPONiNT ELYSS bob •:�• •u�l -nrta 'A '+ . 3� \ •. W'AS ,Aa. � - Njt•T_ 11SFA IN THI:TR AftA..Y51S. � WMIC..H NF.A4AIN IN CLWTIKilOU'. r`jN1T.�1� KASH Tii_ �UILQ:'.P:, TO PFiYcTNT WIND/RAIN ' nor ''�� t•�' , 5zt sntn"9 p ra w rook: A ..Art N trdrt „1 U GYl :� W Ill ,>7 1''TI n sm awn .4 talc �: �I SF'M lNTRUSNiM. IM51A11.ATKDIv: AND Df1MNG Pig tASTt;{-HS AND SLEEVES (A5 APPLICABLE; INTO •5 �° t A 4Ylf Il( 1 J 4Yr Y.% LMAXIMUM A.SA, DESIGN PRI SSLJNE: FIATPfIT, a4A:t1411II P,+NF1. SPA`. MNINtUL SEPARATION TO; FY.Cs`11Y'iO SIRUCTIA?E f"Ii15H SHALL ifE CAREFULLY PERPo3fdE0 IN SJCH A WAY THAT CLiSS ; 1 � I -- `'i!I�u�l "":...� wti SHALL .7F. AS ILO1CATM-ON SC I ]Nfi_FS �1 A:._ CN Shrcr7. iT. MOSH A90UNG FASfENtAS 13 NOT DAM4;C). SIDEW" COLTS (T,l-REWS OR RMS) - - al��I""-'y€€ ,Lp_ .. .�- NIP— �"I SNAIL Dk LVr AT ALL i ORFIESPONDING ANCHOR'S L OW11OW. R°NL71 ucrs ADEQUACY IMPACT AND VOND RESISTANCE HAS BEEN VERIFIED IN $y,��'4'+ FOR ACCORDANCE WTiH SECTION 1009.1,2 IOF THE AAOYE 1 'ITIQYiEJ1 CODE AS F-ER AMER 4. PROM-L-rS IN5rAIl.ATK'JN %,TALI:. GOMFLY VAr-i SPECS �NzICATEED S. IMIS ^Pa?INING PLUS I I TESTING NAB OE SOUTH FLOMDA. REPORT I) 0904.01--OY. Al PER AS'M E 1666-05. ANY BUILDING AWD ZONING, R..GULATi US PROVIDE') FTY THE AMISDIC'T]ON WHINE P:RIIIT 199E-05 NO E J,TO-02 STANDARDS, OUALIFYINI, INSTALLATIONS FOR W+ND ]OWES ?. IS APPLIED iY1-,-0 - - , - f 2. 3 14 4. EtlSSILE TYPE D, APPLWABIE TO t3A91C PROTECTION fOR INSTALLATIONS AT NON ESSENTIAL fiACIIJTES AS DL?INED BY SECTIONS tT.2.t-t, B.2.I.Y .AND '8.3 OF ASTIR E TO. (a) THIS PRCCUCT FVAUAiM DOCIiMEFiT a r-D.) PREPME� BY 1r4S LrNURCEF. .`, -`'1- ', - <j. m CJ'-.. -'.-�. 1996-0s. - :. GENERIC AND. DOES NOT PKMDF 1NFi)RNFAi{ON FOR ASITE -SP CIFIC PROJECT: i.a - WHERE THE SITE CONDITIONS DEVINTF FROM !HE P.E.D. _ _ _ _ .n 2. ALL COtAP(K,ENIS' 70 Sr. AS P@IN DE7'AIL5 dPk] 01W, OF MAstfrVNS LN 51:tE I'Fi 2 At 3. CCNTttACIYDR AlLO INSa'ALLA1'.DN I-:.. ••..— } \ l` I L.( '•-oars+ I, r (t) TO l3F; t$:l�tOl511A.t hilt ]lit 5:_LECi1CN, E'URCHASE FAF3RIC PRODUCT P.E.D. Pftt11A1DEU I.J.PAwe x€ra .:delP% -_ •'--� lP'� '"','l%,INlti Pr� peLtW.naLN A p Ps `: � - _ � /1 ' 3. NFUE FROM RICH DEFiS1T1' POLYETITYLTNE TAFES, COATEC ON (1) SID4"a Vl:Til (NtLUOFVI;. LINE SAFELY Of l; n5 BARED ON TEYS FiEJ'SFIE .swa aaFr la -.ordi ta(wtE tl- a 9s Ia 's`"') I+i Pwa xua - m um `y � rY� er.:N a nei IFl a"�,y, �_, Fm ""'I" � _- _. � • '".. .. _ _� -- _ LF,lu•a sea. r:4lA,L alo-) MW DENSITY POLYETHYLENE AND LAMINATED TOGETHER PATH (3) LOW DEMS7Y � Mrs NOT DEVIATE �fROM THE 00NDITKriS DETAILED ON THIS COMMENT. d'�' •'+""_ ' iik$L6l H .- 1.6 rasn,Yc t,_ -ta'L 9o,mwlne NI--- L1 � t �r � . J "'. --'— _ -`i PTk:FETHYLM MODEL X719NiN1. MANUFACTURED 13Y FAGRENE K'1L`.. 240 DUPONT RO, OON�TRUCTiON SAF-ETT' AT Sal IS THE COkIRACTCFI'S RESPOF ROUTY, P.D. a0X 4040 NORTH HAY, Ofi.'CMMDA P18 E24. ,ua _ r s mar W ♦ y a 'rA. a Yar u d A frJ F ,apt I:•P.; • m larL alwq Ei` C➢. — ' . ( '' a&,:f® I. ti\. qYG :cnmuY Ii SHALL W,VE THE Ft]I.LL13tWING PROPERTIES: (c) THS t`.L:O. WILL. BE CGNSICE•)Rr) INVALID E ALTER-M BY ANY MEAN£, i [� �I f�i �` f� // - Ar! 1'`�'S7PEm RPSULL T..S.LfI�iLGe (d) SITE. SPECIFIC Pt4IJEC':S SNALI 9r. PREF'ARLD BY A FLORIDA REGISIENED ENCir'UR r QA1+101.E w n F w IJUL..T -Tu D uGL AL L14--J� -t ! OR ARCHITECT N13 W40 L : RLSMF 3H ' F614 tH OF FF- L1 ''& r FOR 5tiE (1} UNIT WEtUHT: 30.4 nxjYd kSTN9 0377'6 PRIut:CT AND Y/MO WILL W.: RESPCN�HLE FOR YHT: U� OF 1" E E MAYION FOR tRiG£ : !AT Ottl FOIL A f sTutm Nut VAhG-'ti POtI Di � � you uNT eLCt'AiICI"1 FCd� ST R,O'c y _ k.:AI M Y POF�I! core :. F OHs -Sy_ G' TO $TEFL s, BffiTRAT➢AYTOGie@rTOM ' s FN' ITI - P.F.O.ENGINEER OF RF"CORD, ACTING AS A PL•I.i^wP.IL"D t.�imKfL?i 1D HL -WA"tp - T P6MF, o^E L€ EVAx:c1 ¢t f"40DRm I 0 FI L - tAS,LLMaw._YTiPQUUt P F .0 K. ltD:l.S)YIf 7g! PDIiRE O 6 E41L&TVODEOA:K'+LC714 4JN7"fC7 ,TUB UNTTJ {Y) CONSTRUCTION: td [APES/in iY.AYI"P ASTM U..'JJ75 P.E.U.ENG1Wt"ER, 51ti11L. SWeWIT TO 'IBIS LATTER i-4E Sir£ SP CIFIC OW1i+tNCS FJR ,gf,ICUT'Filtf•D� , TOP '1A7D1X10R 8l�fiilTE GROUT FILL?1 .'�. -M"DOD P PoUB BLOCK R �TO - 2J.9 SAPF"uf7n WF7T gE1P1EYF. M ST S7UU/Oldt�`O�1�T�NK7 YdDii4 AT + 9 T1145 F.E.D. SMALL FAIN THE DATA JYD ORIGJNAI.. 5%AL AND SiOPLATLIRE OF THE (3) TENSILE MAYItK1M STRkNUrH: 14.d psi (WRIT AL) A:IA. D75] ( ) - D K ATOOTMM 11.4 pol (HW126NTAL) PRO7ZSSIUNAL EtiGINEdR M RECORD IHAT PREPARED �T. SINGLE PANEL cLEi/ATIbN� - -- EGTION5LE • E (4) 'MATI{D: 0,9 mil NATURAL ASTM 01777 MCD t 1.. MODUCT IWILTACT_IREWS LABEL SHALL BE LOCATED ON A RFADILY VIS F-1 F- LOCAIICN "•u F 1 I -0 - " 5ECf10N5D-D ' AT PRODUCT IN ACCORDANCE WfTit SE'CT10V 171F.9,3 Or AIOkIDA RTbM% CQV. ONE (5) SELF IGNITION TEMPuATURE; Mac ASTM 01525 - LABEL 9f'ML iE PLACED FOR a-ERY GRFNIG. tNirT.ING TO COWLY TR7N SECTION - F� X t 11u rili'.r. i ,. Fu. •"1 FLASH IGNITION TEMPERATURE: 390ti• 171516.2 OF THE FLORIDA SUILDING CODE A• V Ti-?IO�I. L1 %fFRIYS tH= CL FUGLb0A6tAlDWCN 000E iFkFr H-7 Vzicc, titY-riedne Yu�:a d� /P t.•Tt((�r1'r.FLORIDA 9LIILDIn10 CODE N;n H, •r Ve>ce..ry M:.nlc 2Ere. •••. FLCN'IRGfP FLOAt>ABLIN NIGCWE;[N:,n Kiln Vei-xt Ku mane Ycn:d) (6) RATE OF BURN: 25rnri mio. CIASS i,C% ASN 0635 •• ,"• mL.wwwd �.••' .,• d,� s+.,, r t.-c re:. 9PP RAC 9NtlTtER - S 20D0 �. - '-•ti ,•1 :,,,:a �. FI�FIO SHUTTER - SLR i000 .w r ,n• .. ,f•.FMfFF,.•., .�F YK,.1 xE1�sa rfc. 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HOB AT TOP A BO7'P011 SECTIONS F - F SECTIONS F' - F' f l_ q` as«e r�EarAx�LT { (✓ walaw waincsmall SECTIONS -f! SECTIONS A'- A! � 1/,`A 20 n11A.8 u —rH '� nFEmt fd's-i ne9u' dal sm, IA• - '' Va.REVERSED),,,,�,,�; } }.I`, 9, 51NCsLl: PANE S L (REVER ED) ELEVATIONS , d.....a.,,, - I E 1 • 1 E{OBIDA BLN;FXFtGd CEDE (n:SA N. Vol -it FWreicane Zon.i IL <R,, pFP ti.11i({� sy FLOf�AFALN OINO CODE r,Ncr N t, Ve!or,tr K+r +cane LMaI `p SCAE IJ':'. t' ,lt€tMV•A FLOMDA BUILDING CODE INS H:c, Vrle^t H rr< 2one L lspr { .Ivry' `r!jtlt$F _ rmll tufts con. :CPT FAfiRIC StATTTER - $ 21oDD :rfaN as � •• - - dxn 1_— �. :'• -� T1'iPP FABRIC SHUTTER -SERIES 2tA0 ~ •. ova „<. GPP FABRIC SMt17T1]'t SEINES ZOOO asY.s. � _, - _ , pit ! tl8•W1NA,��r[1INAFNCaNFJT l ,,A„fl1 H 7,tTWJt1N68 tSlt•NFIGF�iI `.,7 yL'}},s a� IDL6AJil PROTECT1uN Ptlu0111c . LLC. are tAF� YK 1T4 TIiRFADG _ IlL G Q•i O FMF PeFT WYYtd1'tg-i_D_ 14 .ama s.Y. m M ' .. ...._., ! 4a,r Il/,NI JII +ctrta zee" v r'c :i 'sa ' r t*" LL. a: i lwc. 660BAL PRr1TECT1uN PtT�udiCTS. LLC „le - -- -_-- PM1Li%'I E, �il�r•, L:. L `. IYlii i 1'i:� -.. ,1JO:J 1 T R f T Ntire cnR COMBINATION OF t; ET!64 � Pr No. 44167 O GLOM PROTECTION PRODUCTS, U-C. LI ti'dth.� k01G7H I - - --- { .. �,.. •,,, T 11• �i FA(AItLNiAi.i4 ,�,,.,...._ r;,,l,y� l.t7A1 t - ... ... srcf- a. mt, 1 t-gli n th" - t - { sa�draalµaYlY ,,,LTV:I,a+ �ar. Pa• wi.,�ra eon: Iff'-1' •' e✓;• i+'"'tt •eM'w u�a.lr:+fir- fYly- t �j[�p :n.:eadswn lw,mY A" •^. _9:,s*:ur t. 1 rzlfnKd r [M.gfY9a1G Odl!'MT T rFl,lou6nnuYrllsrnt,:vrx++•er:::rr:li.Eav jy !a-dla,..,ma+ ra:�- _s ,1 t }_Y72 . :-,:' -A 4 1�' y .a n... y,. aa.eE-.;•.sf-,s.s r ix,:l�:e,_r AAvr'TR74ur.a�r&MI.7m. !' f v.« 1 � t• Y'x ,!"'L �• r-.. j%,p EIHOTTDMMOUI7Til.,.S CAiN BE CDMBINEDIN P l,d: !!r" 11-212 s'I`h !i N_ r Llt '""•':si ": s.• r , a. :ec..:„ iQ.,%.;�`u.. �.. at J"""_'- i .nw, >swa m ,a v..•.+ ',+.fl P•�•-camTr, .... 1 „r - _ ._. i •'.. F ��:•' � uncw.n +r - a A1N WAY TO SUIT P�*1v IN$YAlLATON i ti '; '�, i l.,a • °,(, 'eY+.+ '"+` L.'�E�cLAP IV. t3trl,fl� 1: -^' *sJ;,I I O,,• •�•. UR10�:: "LW,P r+�'•, ill y,p,� 7�+ liVtVlt-41yE�t ! :l7 Tr ++.a uk, w, r - .w ..,. x. . w,km a cx,'! T rw s,an 1s U Z 4 0 0� 0 V 0 .. J � m_J 0 W 0 Q 0 Q W � Q Z �Z W � 0 0 ❑❑❑ U Z r) V W 0 W W W O F- Tn W 0: 0 t2 r^ V 17 Z 2 Elf J r ^ lV- I Z i U) � J d 0 U z D W O M W CO Z Q' O W 42 W 00 z Op O J 0 � m I__ Li _ :2 O Z 0- Z Q O Z Z U 0 ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET PRODUCT APPROVAL BILL OF MATERIALS L)1c.8CAIIwWN wifel WNE TAP96, COATED ON M SIDES HIGH OM17Y POLY91 27Y'FMW MADE I LOW DENSITY VXH LOWDENWY POLYETHYLENE AND LAMINATED TOGETHER VIM I vw &Wkw NFMmEO E"AAT PMYktHYLENL PW (AORENE INC, MODS- 19M BOTTOM 9408, PER DETAIL X ON THM ONSET, A 10 ALWAYS ONE ENTIRE P5CE "CEP r'WJMF Oft"S N RESPECT TO FAMC n, IWV40,1 jWC V441K BOLT (MSi 304 SEVAS OTAIW-M STSEW Do FENDER WAGNERto a Wit BERMS VAINLES6 SAW (DSAMY MIT W 19*00 THREADS U01 3D4 SERIES STMILM MEiJ .- __ EXTRUDED 6a*3-7SAL1jWWM ALLOYAN=W STUDS 0 W 6A Akummm SmEvE tomxei ALOUINUM ALLOY) ( TRW 3HW WASHERED VWINGWUT w J141" THREADS CZAAIAC NOMIL PLATED) H I Arad m Ar VWWHSRED Vwsamft W 1/4'W3D THRIPAN (ZAMAC W-44EL PLATED)- - -- ------- OH, iwarmco commiaw PROuUcTs uLTRAwNAmHOR -0 Gm6'gp_corom6-wicTMNPRODUC75uLTRACOMANCHM 12 enroi!Lcoc4oNMUcno#4PRODUCTS ULTRACONAW..kM _yWP113 _ &WO ELOD CON CTM PRODUCTS ULTRACONANOW)k T"R 1" ELCO CONSTRUCTION PROOLICTS PAWAMATE* PRO Will 'AC"THREADS Iwo ELCO ODNOTRUC11CH PROCULTSPANEL"TE SPEMALE 10 W 114'0-20'MEADS iwiwlie ALL POW WL104-T ANCHOR VW 114WW THRWS ON ,&OELCO CSTRUCy", PRODUCTS FANUMATE 0 L INSERT W WWQD TAUADS iw"xi urAmm4mRtE$8.S ROCvwjAv-2uTHREADS OL Ll IA""Era' AjSI 304 BaRsEs S.S. Rol) VW IWO-20 THREADS Irg ELOO CORGMXT1OH PRODUCTS HA9GiERMTF* W114-W2D -IWAM (UGSW ANCHOK GOALTPOINT) CAR 000i SEEL WINCIUM)CASE WAXODAND'EWERED F-1.00 CONSIFRUCTON PRODUCTS mm"wes WIN'" THREADS (1570910 ANC11IOR. SELF O Ukil POW) STEEL (Algi 0101571) CASE HARDENED ANDTEMPERED 30M � ELCO -,*cTRUCTNOW PRODUCTSM001' Fir-D ODWLEX WICO-207HREADS Q ( ) %,Toxl 9PW POWER ANCHOR W 3V?,20 m EAW-pl I A 05 051 - IN wwmE #14 2%e wwo INli HEAM flEn 0A 0A 101 1� "m go ON *m hits aw CO , 0-, it lea., 000" I- D. D oo, 3.2.50, 2 ijaw EOGES 0NIF ROW STITCHED AT (FfaTli END Of MIX EXTEMOR TYPICAL HEMMED EDGE FABRIC DETAIL, X SCA=: 3/4- -1- Iwo ROWS STITCHING SHA,_L_CCN&ST OF SIX LOCK STITCHES 12/4 Pot�STER THREADsTWISTED 10GE]HER, TWi I1FR INCH *Tfl WITH 7% LUBRICATION & SIUCONE PER ASIM D-6193- We FAWW SHUTTER SUMS 20M IYIIL 44r&71 =LEC C GLOBAL PAUTECTION ?RCDUM UZ- Z 1111111e. TITERcaurmw a" IU14 -7 "4AW.5 FAX: 11 -21 2 Sim I a le A A 12" A P Ir II Lw G�v ON m PAWL 11 Spa IN II Room p ovens70 _411 ovens- - --------- "'on CL so- L am .a IN 4s;" aW SIM 131 '1/Z 110 12, wm I" I P) A POU Wa In'JET GIROt K HaUbW %,QQ9 OR WOOD Ous-Rumv- 3. S. V~ (SEE SCH-- (0j, W& if j� OF1 SKEL7 15, a IKW mi. PAN" wall L -ONE sciIna" 4 FAR" 0310 am TE _w.,7 ����BLkCK m Nil" 14 am SHM 13) Dam1`4 WERK0 ?LATE Fen SECTIONS I - I A�� 1 FUMT, 14 Elm ?LATE (AT FABRIC) C013E (NOT, High vuiocay "a 'cone ?ooa: FLOFWA BLULOIND SAFETY PANEL FOR DOORS W DIRECT ML FOR OVERLAPPED MULTIPLE PANELS TOP a Omit TNJsT.w_ OPP FAMW tHUTMR - SERIES 2DW S 1�*EW - *-"L -% -q- SCALE 1/2"- V-11' W 0C 0 THE OM44,C MO-H MZBAL PWMCION Pi=UCTL LLC low 114 111 %IM21 'Mi. VWH ND NEED Of OVERLAPPOIG REYOW ITaWl3"� 7. ft, . 11-212 TopAMODOTTOM MOLINTM(N)CAN BE COMOPWIM MUT fa at is ANYWAY TO &AT ANYROTAUA71011. W&3k* FAWC SK41LL fN7IgELy COVER SCHEDULE # I MAXILILM A.S.D. DESIGN PRESSURE RATING , CORRESPONDING MAXIMUM PANE SPAN & MAXIMUM & MINIMUM PANEL WIDTH FOR OVERLAPPED FOR SINGLE PANELS MULTIPLE PANELS IMPACT MAXIMUM DESIGN MAXIMUM RESISTANCE MAXIMUM APPLICABLE TO MAXIMUM & APPLICABLE TO AS.D. PRESSURE PANEL SPAN MISSILE TYPE & SPEED RATING 00 MINIMUM SECTIONS & ANY MEN" PANEL WIDTH SECTIONS .& ANY PANEL WIDTH COMBINATION OF COMBINATION THEM OF THEM MIN. MAX. MIN.. BODO ORLESS. 12'- 7 IZ-(rt 2'-4. A -A, N-A' B-M D- 1), F -Ei F - F 12 2' - 4- TYPED 60 ft/w. 16,00 OR LESS 8'-7' 12'- O't 1, A -AA!-N R-I%D-D "'- IT-Ot 2 4- H_FLF-F 751,00L OR LESS 6Y_TW -40 K-K USE MAXIMUM PANEL WITH OF V-W FOR INSTALLA11ONS VXMIN MD ZONE 4 ASDEFMDBYSECTXM&2-7-40FIkSTME'MS t SCHEDULE 2 PER AS71M E I M STANDARD WW A BASIC vM M SPEED IN MESS OF 175 M.P.H.MU`# MINIMUM SEPARATION TO GLASS FOR SINGLE OVERLAPPED MQLTIP PANEL REQUIRED MIN. MAXIMUM SEPARATION TO A.S.D. DESIGN MAXIMUM GLASS MEASURED TO PRESSURE PANEL BACK OF FABRIC (in) RATING SPAN VAND ZONES 17HRU 3 4 60.0 OR LESS 12'- 7" 1"A 341 15.0 OR Lm 8 0- 7 ik 28M 75.0 OR LESS -iT- -7- VA 15 318 A MWWjM SEPARATION To GLASS WAY BE REDUCED TO IW OWY FOR IINSTN"TION W 5 -(r PANEL SPAN AND FOR INSTALLATION PIT 0 V*VOD FRAME BUM -DING. Z 0 I Li Tjl A 0 OR WIT 13) -0 (T. FOR VALL MWN1T TO FOR STUDDED 8NEj& V-A.L NACLINI TO "OLLOW M=K OWSTRAM AT TM OD 6uBSTRATE AT TOP 8 BOTTOM SECTIONS B - B SCALE 3!8'= I' All W0 SUII IiJe -46TALAION MOM %11i+) 2��«3 --- 44-w mz I II n 14 PAHM 0A A Men s NIjP'it @le 01=41 -0 (F 0- Alm Z gK j:a- ixe.mu T _0 FUROBLOCKOR ETE AT Tipsimnom 1.1 , ON, p411MIR SECTIONS -C SCALE N, Ili; es FLORIDA WILDING COW (Hor. hkjH TO CIMS Rail - TCHUYAE API Sur- 1.51 iw h 9" WARATION OR III,= 15) aN 311*1 r _71 I g�) 6WRIN F.0 it I :i TIPAti II swEf I� Plow- Pn;n#1 J►K SAFETY SINGLE PANEL FOR SINGLE HUNG VWCOWS Z' SCREE 1/2 1'-0" A FLO,8R:C SHAH ENTIRELY COVED ;tiL OFE141i,.G WI.Tli WITH NO NEED OF 0vERLAPP!4(,; BEYCND IT. _-rlj 2 tioLLaw Back an .4, WOW I " I L, nmw.- - - I - FOR _QWfCT VP mi sae I-) FILLED BLOCK OR FOR DIRECT WALL MOUNT TO SUB VMD SUBSTRATE #0 SECTIONS K - K rs, - 1 _�C_)A41WAJ - 2 - NOT FOR ION OF SECTIONS: * OF ANY WAY TO SUIT ANY INSTALLATION. TOP AND BOTTOM MO UNTiNGS CAN BE COMBINED IN OVERLAP DETAIL SC&F ROWABULDINGICIDDE(H ant, Zat-e en High VeA�JN 411fr`c emit numm Mr. OPP FABRIC SHILITTOR - SERIES WOO UJMAL PROTECTION PROMMS. LAC. ew LEC 0 INC. ca~ 11-212 i� a U14 Plan "o-r4s. Ft,$ (WHKIO-Am z w 1. OF It SCHEDULE 3 MAXIMUM A,S,D. DESIGN PRESSURE RATING (P.811AND CORRESPONDING MAXIMUM, ANCHOR SP ACING FOR SINGLE PANELS E-0-9-RICEILING MOUNT kW2TUMED ANQ�L DIRECT MOUNT OR WALL MOUNT W1 STUDDED ANGLE VON ", _4�00& Ahci-cin bmbv h fP, 9,LM, TAPCCfq)a. 4 t�41X V.TRAWNLU PAM 010,0.09, A YD. CAe,6N W.0d. m". L)"AMA0A AOMOO -4"00�2 cohow, 04 T0wwpLLm_r,,NL,.,N. 17ww,*,b .441s . pffspim IYTf Tolmd"W1 7-. wom i0tv"C'O I-.%" Im uQi --- H) j T4m P.k aFatl .*.va uwl vw�mw vKw= *W` OVA"i", I'll r-106'. f-wop'" rivi-ln W�, U_ai I s,1 V2 _NLP.* re rm - IUN 211�lvl i,i -•I swww�t .1 11 __ApNft -1. rpm I rap, aw almlipw I 1A rr�: I W I- T-L AM lwv*-NN`i liwilkaw f rg i4 no - 3,w MA I qa luca - dut.- 0 �Ytft 1;A _V Tlk' 11 A WAV 72% WA 1'1_ 7500 4. WA 4A i va Bill vw rKm- 0 m I Nil N 194 ru V00 f4c 1Vdt Fz 116, zla. YA.NrjffiiAk' LLcc, IA,iiuccl let. PoSER (A." MWIRIA1 ki,= 14 AwhIOR As R O"Gh w1mry C, aoaZ I.II'likum _3TEr, LIM. RA wiiiwwoc- - wmwaft MG PRp`fiW(iiv ", Pere, Thou iraw - Rujk1 Now wo xx 1-1000-1 ft- limp.j. kg High vemi.cify Hi Ii�aril zme) _xw0F.ms_ 64• FtORIDASULDING CME (tion I _s' I .(r-g LJL/A� OPIP FABRIC SNUTIER - SERIES 20OO mwa . z 4' 1 1. '. i - e __ -[-,: _T1 167, c mom PROTECTION PRODUCISN ur- VV - m _'b - I. � i. � .4 valor "was a - , . ! I , lt.' mxm Ir -Ora: 7- t, ED-axsn; - " i 1 1. _#* - . , swou!" will,1010,= vot,"14'm u-Tellom UL= qI ANN, Im Tevo, IVAN - RA10" _. vm.m,Aw. " Of TYYI WILL) 0vd.15 O.'aff x:m IWO"$ sla. . off-041 p'w I -ow, x KI p V2 s POWER CAY,#- %w.xLL-aw1WAb&T id. E:LWW1EL*ATF"W1VWT A.104OR I, Diw- MEL Mam m - AIM pKessum 'a; w 1410"Aam luzam-1 um 10 wc WAX com.4,04i 7W..1110 I WAXAn * W.N*Nidli" i $w ur 11irm _vx_cvf__ 4. NOTE: EMBEDMENT AUD EDGE DISTANCE BEYOND ANY FINISH MATERIAL. FLORIDA 4UAIMG COVE (N--vi higei Ve--tit mse Zur-t) OPP FAWdC SHUTTER - SEPESt.liLy ow miwN wr NIX 44 PROnCTON PRODUMS. 11C- as E Y IL C .7 1 1 ;� w= , .9 A. 1119 Pg. "Ell w G H 0 A x [Typ oft , 1 "mm fw.c, mr INN w I'm 2w wwu HEAVER ACU'D A ir RR .01 ay"mTrA a iv vp ROLL !w/w Or wAaw 11 - 4p ww F. - i _v I Is) , . I 16 CLAM j I ww �'j k7yp-1 ---------- --- iz ------------ L A (Ty. G vv-) MPj (six scffx,Lr 134 �n� m ON 34E,''.51 17 ON swu .n am 1mv 13) _ssa I L rE LEVATIOP4 FOR DIRECT VVA�L MOUNT TO -0. POURED CON GROUTRU CONCRETE FINED BLOCK, HOLLOW BLOCK OR WOOD -LWMTE "IT, AT TOP& BOTTCM oil SCHEIMLE O�A SECTION H - H -T 3741 sc-AL cAs -- �Sfl SCE"LLL #30, FOR DIRECT WALLIAOUNT TO -POURED S�� 0, FOR DIRECT LLMOUNT TO E. GROUT FILLED 6.m 0 HMOWISLOCKSL-JUSIRAM VMD SUBSTRATE %vitil '.3) EXTERIOR iimllll� SECTIONS -G- q AT TOP & BOTTOM GAT 14G CODE Hu icci,ie Zane) ER ELM FLORIDA SUILDI (mvi K.91, vi� GPP FABRIC SHUTTER - SERIES 20M OVERLAPPED MULTIPLE PANELS % 1 riON OF riECT(ONS No,4 OLOGAL MTMTION PROOMM GAT * JILIEC 4117 ofwc- * 4� 1 � 5 BOTFOM MOUNTINGS CAN BE COMMED MI il-212 Twm 41, a_-f,;L -ml. -:AL: r1F LIPENCIG %1:;'t� Am v*Ay To GUMMY IMSTALLAT104 CIC ;,S� OF - 3EY3Q ', x ". -• - 1 MTH 40 N=, 0 Fr. _', 1 AALTIL. A. SHEET I 16-ING A SIM j !1 EfMTI� §T-C� SECTIONSM-M 1 -0-1AW* 4C9 . IEAx. A� 1} 41 OM SFRLCTAK sclag"LL ,11 SLTkFWLC* TO '%A!V. a NO ET law FNW- ipm - -"t uhax" a Ok INLUT 13t UAX. OF SPAM ON (sa din -- ----- ---------- mel SPA ma J13)FSV Tt ciim L i�Sa SO-Fo&` ta Z' ON Bit f /, 6E.4 ,a:� WAP.L) VAX. PANEL spwm OIL sc�� it AT7OP4BOTTDM ON sm 13) /9' , � I E.D. OFFSET TOP VS BOTTOM tu A) SINGLE PAN SCALE 1/2 V-0 F�IU SHALL EIATIR-_LY COVER OVER THE j _ j OPEN14G *UIH WITH NO 14EED OF Ea 1, 11 TOPOURE-D 43 , :. /. 1 0 -RLAP-W BLYOW iT 14) fWMeLaXCRHO :1411"1 LLGWR= ON SKET ET 14) jRWTFUE0aLOCKGIt %, , hrm, A= IlL Z - J�oR( - W. filer UHT AMv ELE-WKW T.P AHD BOTTOM FOR WEOTWIAU. MOUNT Tom SUBSIRA71E ATTOP&BOTTOM SCHEDULE 3A MAXIMUM A.S.D. D ESIGN PRESSURE RATING (ps.Q AND CORRESPONDING MAXIMUM ANCHOR SPACING FOR OVERLAPPED MULTIPLE PANELS: DIRECT MOUNT MAXIMUM IlTmALLPOINTSOLID-SiT 112a ELCO PANELMATE INSERT ALSO. JO.WVA APPUDABLE TO Cigglaw PRESSLIRE PANEL SPAN &C�CIMSJIANY OOMBOURION OF ---:;Z To lu tmuw "JUIILED TDODNOREIr TON 1MONY&OCK RATING UA)CK rozi an" I 03 THEM W,E.D. rE-p 4- C,L. 3MM ORLLW a• 6. Is, 30,00 •410D 5 112' 1 11 to 4112- 45.00 OD 37.50 CRI-ESS 41a, 3112' 5- 4 In. 41a. 37ZO 56 25 31A2' NA 4- a, 7. 1-1 E 11.2' FLORIDA BUIDING CODE (Non HiQh VeLcity i con e on 20M AIM I iixca t"tc. GM FABRIC SHUTTER - SERIES 11, Na 44167 %11 ILIEW-OBAL c 0 \ • PROTECTION PRODUCT LIZ- Ky(j INIC- law I"?" At 906**UJAM Caim'Al'y " # 41 SIWLT S 11-212 IrO DkwFX; w La '....... NOTE: EMBEDMENT AM EDGE DISTANCE ARE BEYOND ANY FINISH MATERIAL FLORIDA ]SULDtHGOODE. ;No.j High Veloc 0 z 0 L) J Jj LL ca _j w c� Z IN- < Z NNNNNN Z _j W _j U 0 u) El El E > LLJ U) m17 z 0 U) 0 b z _j D 0: 0 0 00 Z uico 0 C) O U. (D 04 5 m LLJ b z Z o z O _j ISSUE DATE AUGUST2008 REVISION DATE 3-72012 SHEET PRODUCT APPROVAL CROFT, LLC INSTALLATION NOTES. SERIES 96 SINGLE HUNG WINDOW 1. ONE (1) INSTALLATION ANCHOR 5 REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPCTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2 INCH OF 6E4EAAL NOTES; THE DEPICTED LOCATION IN THE ANCHOR IAYOUT DETAIL (IX., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOTCUMULATIVE FROM ONE 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND INSTALLATION ANCHOR TO THE NEXT. MANUFACTURED M COMPLY WITH THE 2010 FLORIDA BUILDING CODE (FOC) EXCLUDING HVHZ AND HAS BEEN S. FIN/FLANGE FRAMES: FOR INSTALLATION INTO 2X WOOD BUCK, USE #10 WOOD EVALUATED ACCORDING TO THE FOLLOWING: SCREWS OF SUFFICIENT LENGTH 70 ACHIEVE 11A INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. " AAMA/WDMa4/CSA 101/1.S.2/A440-08 6. FLANGE FRAMES: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETEJMASONRY, 2. ADEQUACY OF THE EXISTING STRUCTURAL OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3116INCH FJW TAPCON PER CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 1 1/41NCH MINIMUM MAIM WIND FORCE RESISTING SYSTEM CAPABLE OF EMBEDMENT INTO CONCRETE/MASONRYSUBSTRATE. WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE 7. FIN/FLANGE FRAMES: FOR INSTALLATION THROUGH STEEL STUD USE 010 ENGINEER OR ARCHITECT OF RECORD "THE PROJECT Of SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THNEALIS MINIMUM INSTALLATION. PENETRATION BEYOND STEEL STRUCTURE 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DFSIGNE 0 AND 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDINC, STRUCTURE. 3LXK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF FOR THE PROJECT OF INSTALLATION. CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,00 NOT INSTALL INSTALLATION AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE G MEASURED FROM FREE EDGE OF SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF &OCK. FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WTTH ANCHOR DOCUMENTS FOR USE WITH THIS DOCUMENT. MANUFACTURER'S INSTALLATION INSTRUCT#M. AND ANCFM SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO SPECIFIED BY THE ANCHOR MANUFACIURER. PROTECT THIS PRODUCT IN AREAS REQUI iM RESISTANCE. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WIT,JTHE 6. WINDOW FRAME MATERIAL :6064-FSAWANNUM FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFICGRAVITY OF LISS. 7. GLASS SHALL MEET REQUIREMENTS OF ASTM E1300-04 B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3192 PST. GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS.. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. D. STEEL -MINIMUM YIELD STRENGTH OF 33 KSL MINIMUM WAIL THICKNESS OF 33 it DE51GNATION5'.- AND 'U' STAND FOR 704E FOLLOWING: MILS.(20GUAGEI X.' OPERANSPANEL O. FUfED PANEL CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS 3/4" MIN. EDGE DISTANCE #10 WOOD SCREW INSTALLATION ANCHOR 1112' MIN EXTERIOR FINISH - ,. EMBEDMENT BY OTHERS + PERIMETER CAULK 1/4" MAX. BY OTHERS SHIM SPACE O.A. WINDOW IA HEIGHT ` J 10 ! SEE GLAZING DETAIL EXTERIORINTERIOR A VERTICAL SECTION ON WOOD SUCK RRAMFLANGE FE SEE GLAZZ* 11 DETAIL EXTERIOR 5 \ INTERIOR VERTICAL SECTION MEETING RAIL SEE GLAZING EXTERIOR DETAIL INTERIOR 7 10 O.A. WINDOW 2A HEIGHT 12 1/4" MAX. SHIM SPACE PERIMETER CAULK BY OTHERS PRECAST SILL y BY OTHERS jfi--� VERTICAL SECTION 3 SILL -PRECAST CONCRETE FI �N[.E FRANIF BILL OF MATE TiW ITEM # DESCRffTI'Qhl l MATERIAL MANUFACTURER lA FRAME HEAQ:ADANrE? 6b63=T3AlUMTNUM( KROWT%L(.`! 18 FRAME I t} _o-+l"Igh Rtk+3 f A 4tlltI lflJlh GRf?P t PuLG i 2A FRAME 57L( ,r FLdN6 ? ;6063LT9 At'UMrNU LROFT ir9. 26 FRAME 5 ' 3-T5rALVMIta11 CAQFT' :ixIV1 3A FRAMEJAMe('-I.1I 031T$LUAUM 60QF' I : Tf LL38 CeRPR/MEJAMB 4A FRAME JAMB (Rpf)L r:GAN6E 6 3�1y3 A( UM#N{IAIL CROFT, 4B FRAME JAMl�`(RH 'PIN 6 3-T5 ALpMIfV(;" tRHxT, C MEEENTIN 4t tg0$3, ; ANLUMIN¢JA11 SROF T !LC'? 5 i b063"^ .. Atuh1IL,�) 't'(1Ql?t, lL�+ T VENV' �M- '406349 ,giuMlti IAA "CttYSFT .t,Lc. 6 VENT; ti4'MRI 6 i3-T iyB k)N%I(i1AM [RO T;I i C: 9 vENTF. bg43TA6AhIbyEtAFt v R4ET ;i 10 GLAZI EA IGID PVC! CRb6T G' 11 CAM,LQ40 - CROFT LLC:. 12 PIvotifAR( [ROE T; iLG 13 BALANCE - SEM81 ',, CROFT Pik; 14 VINY4.?A(6 °CRO�T,LLG' 15 woo CROFT L1C' TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - GENERAL & INSTALLATION NOTES 2 ELEVATIONS & ANCHOR LAYOUTS 3 - INSTALLATION DETAILS - FLANGE FRAME 4 - GLAZING & INSTALLATION DETAILS - FIN FRAME' 5 - COMPONENTS A BILL OF MATERIALS FRAME TYPE OVERALL SIZE OP RATING MISSrLE IMPACT RATING WIDTH HEIGHT FLANGE 52, 76' 35 P5F NON -IMPACT FIN 48' 72` 35 PSF NON -IMPACT CROFT PC BOX 826 MCCOMB, M5 3%49 Pvl: 601.684-6121 FX 601-763.3188 � m v � tS lit a hN- ~ T T p „ Z ~ b ' it p• yj � Qex Y d W mm•� � Ln<Ll Lt 114 '. N 15. µ1 5. VJ m 2 J V) N V) Y U. < 1- og us zs� 0 Digitally signed by Hermes F Norero, P.E. bW6 #: Reason: I am approving this document CRF014-.,. Date: 2012.05.09 11:02:49-04'00' SHEET: q OF 5 1/4" MAX SHIM SPACE 3 THREADS MIN. PENETRATION BEYOND STEEL STRUCTURE INTERIOR SEE GLAZING DETAIL 20 GA, MIN, STEEL STUD I FRAMING BY OTHERS I trio SELF -TAPPING 5GREW Y�. INSTALLATION ANCHOR J SHEATHING 8Y OTHERS /w EXTERIOR EXTERIOR FINISH �" A 10 BY OTHERS PERIMETER CAULK O.A. WINDOW BY OTHERS WIDTH C HORIZONTAL SECTION JAMB -STEEL STUD FRAME FLANGE FRAME 1/4" MAX. 1 1/4" MIN. SHIM SPACE EMBEDMENT INTERIOR CONCRETE/MASONRY BY OTHERS + f 1X WOOD BUCK OPTIONAL SEE GLAZDJG ' BY OTHERS DETAIL � 8 ITN T ON A INSTALLATION ANCHOR • 11/0" MIN EDGE DIISTANCE EXTERIOR FINISH EXTERIOR BY OTHERS PERIMETER CAULK O.A. WINDOW BY OTHERS WIDTH HORIZONTAL SECTION 3 JAMB -1X BUCK/CONCRETE/MASONRY FLANGE FRAME lA FRAME HEAD - FLANGE 6063-T5 AL. TYPICAL WALL THICKNESS:.050' �I 1.776" h- 1.315" o 0 2A FRAME SILL - FLANGE 6063-T5 AL. TYPICAL WALL THICKIESS:.090" 1.839" 1 1.906' o3Ao4A� FRAME JAMB (LH/RH) - FLANGE �B FRAME JAMB (LH) - FIN 4B FRAME JAMB (RH) - FIN / 6063-T5 AL. 6063-T'5 AL. 6063-T5 AL. TYPICAL WALL THICKNESS:.05W TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.050" -- 2.649' -�{ 2.649' -1 I o 1.776` 1.776" � 1.776' '-- -- t 2.302" VENT HEAD VENT SILL VENT JAMB / 6063-T5 AL. 6063-T5 AL. 6063-T5 AL. TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNES& .050" TYPICAL WALL THICKNESS:.050' -� I r-0.93T 0.923" 1.379" 1.585" OB55" 1.404' CROFT P.o. Box 626 w7coMB, M. 39649 PM 60I-6B4-B121FX:60J-763-3LN m v � m yN x VI A tl SL � .D C Ot7 5 LL V)P m3 aN U.; T N INC21 N er i io3 f _ _ 'j Z a u IwG #: CRF014 MEET: 3 OF 5 aw,l 1B FRAME HEAD - FIN CROFT 6063-T5 AL, N TYPICAL WALL THICKNESS:.050" F.O. Box 626 MCCOMB, MS 3%49 R+: 6016846121 FX 601-783-3188 1.776" °D Is < v o a 1.863" S c M 'n N O p NNC In _1Q Y-C LL -4 Z< Nh m Hma 213 FRAME SILL - FIN z H 6063-T5 AL. w q a< m g TYPICAL WALL THICKNESS:.050' $ a a 1.838" < m 2.453" o H o 5 MEETING RAIL H H 6063-T5 AL. > 15 TYPICAL WALL THICKNE55:.OW' LU u7 w 0 -y1 � 0.912' A o J 10 GLAZING BEAD o RIGID PVC 0.501" 'tr * �4 �- F3 SKIN LLL333333 N j N m In SI LL DWG #: CRF014 SHEET: 5 OF 5 I D.L.O MAX WIDTH 48.625" - V UNIT MAX. HEIGHT 75.75" D.L.O MAX. WIDTH 44A2 .X., SASH MAX, I WIDTH 50.625' FFF ELEVATION FLANGE FRAME O 3 F 1 4 SASH MAX 'WIDTH 46-W UNIT MAX. HEIGHT 72.00' FIN FRAME UNIT MAX. WIDTH 52.25" D.L.O. MAX. HEIGHT 35.75" SASH MAX. HEIGHT 37.625" UNIT MAX. ZbTH 48.00' bL.O. MAX. HEIGHT 33.75' SASH MAX HEIGHT 29.625" AT MIDSPAN OF HEAD 2" FROM CORNER �I TYP. r - f 14.50' MAX. O.C. 3" 3" "X 11 2" FROM CORNER TYP. 0 ANCHOR LAYOUT FLANGE FRAME 12.W MAX. 2" FROM YCPORNER TO.C. O„ 12.00" MA}rX. O.C. I u X., 2" FROM CORNER TYP. ANCHOR LAYOUT FIN FRAME CROFT J.U. BOX 826 wro", MS 39W PW 601-664.612J FX a01-763-3168 M O c 7 AhN I 'k� LL � 2r tz�ZLu J!ly�� -C ~ yyjj J • CL m 3 O it N 3 j - m y$ iX "_ Vz )W6 #: CR F014 iHEET: 2 OF 5 Aw _. 1/4' Max. CROFT' CAULK BETWEEN SHIM SPACE �[r ' CONCRETE! MASONRY 6 2X WOOD BUCK BY OTHERS P.O. Box 626 CONCRETE/ MASONRY BY OTHERS 1 1/2" MIN. EMBEOMEN7 INTERIOR MCCOMB, AS 3%49 PH. ooL sec alzl Fx: alaa3-3Lee 2X WOOD BUCK BY OTHERS 3/4" MIN 20 GA. MIN. STEEL STUD �/ m #10 WOOD SCREW --. c. ...+ . EDGE DI5TANCE FRAMING BY OTHERS INSTALLATION ANCHOR SEE GLAZING 3 THREADS MIN. i a � n EXTERIOR FINISH 1/4" MAX. DETAIL 8 PENETRATION BEYOND w o uT 4 BY OTHERS x. -.. SHIM SPACEIn STEEL STRUCTURE lu V �$t >< 0 PERIMETER CAULK / I i8 { I #10 SELF -TAPPING SCREW N Z < m O.A. WINDOW BY OTHERS 10 INSTALLATION ANCHOR SHEATHING -0 In s3 ILL)_j HEIGHT SEE GLAZING EXTERIOR 10 B BY OTHERS In naEt LU LU EXTERIOR FINISHDETAIL F BY OTHERS EXTERIOR INTERIOR O.A. WINDOW PERIMETER CAULK WIDTH BY OTHERS d VERTICAL SECTION G HORIZONTAL SECTION m � 4 HEAD - 2X WOOD BUCK IAMB - STEEL STUD FRAME FIN FRAME FIN FRAME EXTERIOR INTERIOR SEE GLAZING DETAIL ~> 7 10 O.A. 1/4' MAX WINDOW \ 2B SHIM SPACE HEIGHT 3/4" MIIVL EDGE DISTANCE PERIMETER CAULK I BY OTHERS :.. , EXTERIOR FINISH •" :'� BY OTHERS .. CAULK BETWEEN #10 WOOD SCREW CONCRETE/ MASONRY h ZX U45TALLATION ANCHOR 1 1/2" MIN WOOD BULK BY OTHERS CONCRETE/ MASONRY 2X WOOD BUCK BY OTHERS EMBEDMENT BY OTHERS F VERTICAL SECTION 4 SILL- 2x WOOD BUCK FIN FRAME �+- 5J8" O.A. INSULATED GLASS 1/2" MIN. GLASS SITE T NOTE: �w�t` tr7tJ GLA55 THICKNESS AND TYPE MAY VARY PER ASTM E 1300-04 T Y\ GLASS CHART REQUIREMENTS :. AND REQUIREMENTS SET FORTH IN THE CURRENT FLORIDA tR SILICONE BEbDING BUILDING CODE. GLAZING DETAILr. < N Z N SL LL < ~ t 3* YX vZ o n u DWG #: CRF014 SHEET: 4 OF 5 AAMA (Vawawt OPeI&t,0 6Adn*ftV3tor) CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Cron, LLC P.O. Box on McComb, MS 38849 Attn: Jbn Bitz The product described below is nereby approved for listing in the next issue of dte AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of Beets, acconVa tied by related drawings, by an AAMA A=edRed Laboratory. 1. The listing below will be ached to the next published AAMA Cediliec ProdLcm Directory SPECIFICATION RECORD OF PRODUCT TESTED AAMAtWDNAICSA 101A,SMA440-08 R44336.1219MOU(48x72)41 COMPANY AND CODE CPD NO. SERIES MODEL a PRODUCT MAXIML1M SIZE TESTED DESCRIPTION Cron, LLC 96 SH (FIN) FB611E god $424 (ALKOMXIGXINS GL) 1219 hunt x 1829 mrn 1181 nun x 752 mat Code: CRO (TILT)(ABTM) (4ro" x $In (3'10" x rrj 2. This CwRfication wig expire February 27, 2016 and requires valiontion unt l there by continued hating in tie current AAMA Certifled Products Directory. 3. Product Tested and Reported Dy: ArchtteeWral TeRtlnB, Inc- Report No.: S1W&01401-47 Date of Report: March 21, 2012 (Revised Match 211, 2012) Vallfated for CattIRcRtlon Laboratarres� Dam: May 8, 2012 AIAW11xed 04 e1tI8Ci0pn Cc: AAMA ACP-04 (Rev. 1111) Ammlcar!,Ar ftacAaal Marwfacturers Aseoclabon U Z � U 0 ..JO�J m LL J 0 W �Z 1- < Z W 0� J U Z ^ I..L o W � W 0 �- W fn0 V Z ZCr ' ^ Z J < Q �t' Z J LL W a 0 0 m 0 Z � W ofW Co z O 0 V NM m T W U O Z � 0 } z Q og U Z Z o ISSUE DATE APRIL 2013 REVISION DATE SHEET PRODUCT APPROVAL BUILDING DROPS P A Perfect Solution in Every Drop I Certificate of Authorization: 29578 Product Evaluation Report Of Croft, LLC. Series 96 Single Hung Window for Florida Product Approval FL# Report No. 2033 Florida Building Code 2010 Per Rule 9N-3 Method: Category: Sub — Category: 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact@buildingdrops.com 1— A (Certification) Windows Single Hung BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Croft, I.I.C. Windows Single Hung FL#: BUILDING DROPS FL#: Date: 04/25/12 Date: 04/25/12 A Perfect Solution in Every Drop Report No: 2033 Report No: 2033 Certificate of Authorization: 29578 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under an approved certification agency through American Architectural Manufacturers Association (FBC Organization #: CER1498) Performance Standards: The product described herein has been tested per: Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) • AAMA/WDMA/CSA 101/I.S.2/A440-08 Product Name: Series 96 Single Hung Window 4"4" X 6'4" (Flange Frame) 4'0" x 6'0" (Fin Frame) Referenced Data: 1. Product Testing performed by Architectural Testing, Inc. (FBC Organization # TST1558) Report #: B7508-.01-801-47, Report Date: 03/28/12 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Croft, LLC. based 2. Certification Agency on Rule Chapter No. 9N-3.005, Method 1a of the State of Florida Product Approval, Department of American Architectural Manufacturers Association Community Affairs - Florida Building Commission. (FBC Organization #: CER1498) Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions CRF014, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. Product: Series 96 Single Hung Window Limits of use: Material: 6063-T5 Aluminum 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, Product Dimensions: 4'4"X 6'4" (Flange Frame) excluding the "High Velocity Hurricane Zone" (HVHZ). 4'0"x 6'0" (Fin Frame) 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. Prepared For: 3. When used in areas requiring wind borne debris protection this product complies with Croft, LLC. Section 1609.1.2 of the 2010 Florida Building Code and does require an impact resistant P.O. Box 826 ��111 t t ttt covering. ����� 4. Site conditions that deviate from the details of CRF014 require further engineering analysis McComb, MS 39649 ,�� (� by a licensed engineer or registered architect. lie 5. See Installation Instructions CRF014 for size and design pressure limitations. Prepared by: llernlies F. Norero, P.E. Florida Professional Engineer # 7377$ Date: 04/25/12 Contents: 0,� '•.,.� 0"' Evaluation Report Pages 1 - 4 Installation Details Page 5 �I Ss/` b f0NA1- Hermes F. Norero, P.E. Digitally signed by Hermes F Norero, P.E. t t t 11 Florida No. 73778 Reason: I am approving this document Hermes F. Norero, P.E. Page 2 of 5 Date: 2012.05.09 10:35:38-04'00' Florida No. 73778 BUILDING DROPS FL#: BUILDING DROPS FL*: A Perfect Solution in Every Drop Date: 0 o: 20 2 A Perfect Solution in Every Drop Date: 04/25/12 Report No: 2033 Report No: 2033 Certificate of Authorization: 29578 Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Installation Details For Flange Frame Installation: Croft, LLC. Series 96 A. For two by (2X) wood frame substrate, use #10 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. Single Hung Window B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. 2" FROM CORNER AT MIDSPAN OF HEAD C. For directly into concrete or masonry substrate, use 3/16" diameter ITW Tapcon type TYP' concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel substrate, use #10 Tek Screw type steel frame anchors of sufficient length to achieve 3 threads minimum penetration beyond steel structure. „OU 14.50" MAX. O.C. For Fin Frame Installation: 31M T T A. For two by (2X) wood frame substrate, use #10 Wood Screw type wood frame anchors of - - - - sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel substrate, use #10 Tek Screw type steel frame anchors of sufficient length to 3" 0XII 2" FROM CORNER achieve 3 threads minimum penetration beyond steel structure. Ty". Refer to manufacturer Installation Instructions CRF014 for anchor spacing and more details of the installation requirements. ANCHOR LAYOUT FLANGE FRAME Design Pressure: 12.00" MAX. O.C. 2" FROM CORNER OVERALL 5IZE FRAME TYPE - - - - - - - - DP RATING MI55ILE IMPACT RATING WIDTH HEIGHT FLANGE 52" 76" +/- 35 PSF NON -IMPACT FIN I 48" 72" +I- 35 PSF NON -IMPACT Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 im — T 12.00" MAX. O.C. } 2" FROM CORNER TYR ANCHOR LAYOUT FIN FRAME Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 U Z 4 0 0� U 0 .. 0 J m LL 0 W Q 0 Q W � Q Z Z W � o 0 ❑❑❑ U Z — U) o Ww 0 I— w 00 0 Z Z ir ` ^ Zv � � J J a U Q Z D 1..` w 0 o O 0 W W 0 z O1..` U r n CV M � w � o Z Z Q 0 z J Z 0-1 ISSUE DATE APRIL 2013 REVISION DATE SHEET N701 PRODUCT APPROVAL 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONS! DERATNIN OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. S. FIANGE/FiN FRAMs: FOR INSTALLATION INTO 2X WOOD BUCK, USE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 ]A INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. FLANGE FRAME: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASDNRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3116INCH ITW TAPCON PER INSTALLATION CLIP OF SUFFICIENT LENGTH 10 ACHIEVE 1 1141NCH MINIMUM EMBEDMENT INTO CONCRETE/MASONRY SUBSTRATE 7. FLANGE/RN FRAME: FOR INSTALLATION THROUGH STEEL STUD USE #10 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND STEEL STRUCTURE 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, RRICK VENEF'R, AND SIDING. a. INSTAUATION ANCHORS AND ASSOCIATFJ) HARDWARE. MUST OF, MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR 11OLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WTTH ANCHOR MANUMC(UREITS INSTALLATION INS(RUC(IONS, AND ANCHORS SHALL NO( BE USED IN SUBSTRATES WITH STRENGTHH$ LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 1LINSTAILATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPER AES: A. WOOO- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. D.STEEL - MINIMUM YIELD STRENGTH OF 33 KSL. MINIMUM WALL THICKNESS OF 33 MILS. (20 GUAGE) CROFT, LLC SERIES 95196WI96WB FIXED WINDOW GENERA- NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WTH THE 2010 FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • AAMA/WDMA/CSA 101/IS.2/A440-08 2. ADEQUACY OFTHE EXISl'sNGSTRUCTURAL CONCRETE/MASONRY, 2X AND METAL STUD FRAMING ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUN DAT'ON CSTHE RESPONSIBILITY OF TK- ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALITNON. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECTOF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENER* AND MAY NOT REFLECTACTUA-� CONDITIONS FORA SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: 606345ALUMINUM 7. GLASS SFAL MEET REQUIREMENTS OF ASTM E1300-04 GLASS CHARTS. SEE SHEt(4 FOR GLAZING DETAILS.. a. DESIGNATIONS X' AND 'O' STANO FOR THE FOLLOWING: X: OPERABLE PANEL O: FIXED PANEL CAULK BETWEEN 3/4' MIN CONCRETE/ MASONRY d 2X WOOD BUCK BY OTHERS EDGE DISTANCE CONCRETE/ MASOPIRY BY OTHERS #10 WOOD SCREW 2X WOOD BUCK INSTALLATION ANCHOR BY OTHERS 11/2" MIN EXTERIORFTNISH ♦+.° EMBEDMENT BY OTHERS ' PERIMETER CAULK 1/4" MAX. BY OTHERS SHIM SPACE O.A. WINDOW HEIGHT i / 3 SEE GLAZING DETAIL EXTERIOR INTERIOR VERTICAL SECTION HEAD - 2X WOOD BUCK FLANGE FRAME EXTERIOR INTERIOR SEE GLAZING DETAIL O.A. WINDOW HEIGHT 1 3 1/4" MAX SHIM SPACE �... 11/4" MIN. PERIMETER CAULK - ' Y •' EMBEDMENT BY OTHERS PRECAST SIU • . •:� �, BY OTHERS '• ' 1 1/8" MIN 3/16" ITW TAPC EDGE DISTANCE BY OTHERS [g1 VERTICAL SECTION 3 SILL -PRECAST CONCRETE FLANGE FRAME TABLE OF CONTENTS SKEET REVISION '. SHEET OESCTLIPTION I - i GENERAL A INSTALLATION NOTES 2 ELEVATIONS A ANCHOR LAYOUTS 3 4 - P INSTALLATION DETAILS - FLAN6sE FUME INSTALLATION A CUZ06 DETAILS - FIN FRAME 5 - COMPONENTS A BILL. OF MATE'RTALS FRAME TYPE OVERALL SUT OP RATING MS5.5TI.E IMPACTRATIN6 WIDTH HEWHT FLANGE 72" 42• +/- 35 PSF NON -IMPACT FIN 59" 59`/.. 40 PSF NON -IMPACT 3 THREADS MIN. PENETRATION BEYOND STEEL STRUCTURE CRP11=Tj P.O. BOX ago MCGOMB, MS YM49 Put 601-6B4-GIRL FX:601-7a3-31B8 3t V) a, a9 ro AV c� is air Lluu$ h 1 ♦( co men tKu pS Q LL. 7, �LI4WF D LIk ' W`t"` N J- LU. p : s �Z Digitally signed by Hermes F Norero, P.E DW6n (� Reason: I am approving this document CRF013 Date: 2012.05.0910:24:00-04'00" SHEET. 1 CIF 5 1/4" MAX. '• SHIM SPACE INTERIOR 3 r SEE GLAZING DETAIL 20 GA. MIN. STEEL .,�// STUD FRAMING BY OTHERS #10 SELF -TAPPING SCREW INSTALLATION ANCHOR / SHEATHING - BY OTHERS EXTERIOR EXTERIOR FINISH 2 BY OTHERS PERIMETER CAULK By OTHERS O.A. WINDOW WIDTH C HORIZONTAL SECTION LAMB - STEEL STUD FRAME FLANGE FRAME 1/4' MAX. 11/4` MIN. SHIM SPACE EMBEDMENT INTERIORCONCRETE/MASONRY BY OTHERS i' IX WOOD BUCK OPTIONAL SEE GLAZING ' ' ' BY OTHERS DETAIL 3 INS ITW TAPCON INSTALLATION ANCHOR t . ♦ 1 1/8" MIN \ ED�6E DISTANCE 2 EXTERIOR FINISH EXTERIOR BY OTHERS PERIMETER CAULK O.A. WINDOW BY OTHERS WIDTH ~� G HORIZONTAL SECTION 3 JAMB - IX BUCK/CONCUTEIMASONRY FLANGE FRAME YT�♦♦,I(�.. ■■�� pP,rY1�) Fl^:m�.... 0 /J,i.�f _ (AN '- L .yjM1f�T��,�tr%A•f��,•�L, b0 �..I,n 41um U,M f I' AMl L lab � i M NUM CRCNr'1. 6 4.11 FRAM ,}HEAti�G LI .,R. iNI bOb3?T9i ALUM 1UM ROInl!:LLC W4 FAAMe'ATGIR'Il°TAMW; F111i 1 4063451ACVMIWAA CRpFTw,'LLr,.,; Id) FPAM*E, F%'`itA n=, NI 11 400gfii A. ►KNIVM (ROK.LWII 1 FRAME HEAD/SILL - FLANGE 6063-T5 AL. TYPICAL WALL THICKNESS:.065" 1.252" t 4 FRAME +HEAD/SILL- FIN 6063-T5TYPICAL WALL THICKNESS:.065' 1776" A l.862" 2 FRAME JAMBS - FLANGE 6063-T5 AL TYPICAL WALL THICKNESS:.065" 1.776" 1.3t5' 5 FRAME RIGHT JAMB- FIN 6063-T5 AL. TYPICAL WALL THICKNESS:.065' 2.112" 1 1.806° 3 GLAZING BEAD 6063-T5 AL - TYPICAL WALL THICKNESS..065" 0."7' -� 6 FtRRAMMME LEFT JAMB- FIN TYPICAL WAIL THICKNES5:.065" 2.122" •-I 1.806" CRO r-T'I r P.G. Box ago Pl1CLOM8. MS 39649 PH: 601.68"V I FX: 601-78J-3+1a 3 YW� j O� Y (L Z Z pmc 16' th YLJQQEU. ff I Q Z ao LU gx Q d U� m U) m J in a y.ir viz h DWG # CRF013 SHEET: 3 OF 5 , .nwl .. CROFTI i P.O. BOX 426 McDo HB. MS 39649 PH: ti01-6B4-GIRL FX: fAL=783-37W m 30 zM a-.�t! W QQp Y LY. m dal cy CM MCM 3 w" Fi w Q L� LI: ' L N LL m cam!i X=i b2 ) WG #: CRF013 SHEET: 5 OF 5 UNIT MAX WIDTH 72.00' D.L.O MAX WIDTH 70-375' 3 UNi �' 7MAX HEIGHT „� 42.00" )01 TI I UNIT MAX. HEIGHT 59.00" (W) 1 NOTE: WINDOW WIDTH (W) AND HEIGHT (H) ARE INTERCHANGEABLE FOR ALL SIZES SHOWN HEREIN NOT TO EXCEED MAXIMUM TESTED SQUARE FOOT AREA. ANCHOR SPACING SHALL NOT EXCEED THOSE SHOWN FOR LONG OR SHORT LEG OF UNIT. ELEVATION UNIT MAX. WIDTH 59.00" D.L.O MAX. - WIDTH 57.00" c� E� \4/ in r.✓ ELEVATION FIN FRAME DL.O. MAX. HE16HT 40.25" D.L.O. MAX. HEIGHT 57.W 2" FROM CORNER 12.00 MAX O.G. TYP. I_'I 12.001 MAX. O.C. 2" FROM CORNER 7YP. ANCHOR LAYOUT 4" FROM CORNER TYP. FLANGE FRAME 12.00" MAX. O.C. ANCHOR LAYOUT FIN FRAME 12.00" MAX. O.C. 4' FROM CORNER TYP. 1/4' MAX. CAULK BETWEEN SHIM SPACE CONCRETE/ MASONRY A 2X WOOD BUCK BY OTHER5 CONCRETE/ MASONRY BY OTHERS 1 1/2' MIN, EMBEDMENT 2X WOOD BUCK INTERIOR BY OTHERS 3/4' MIN 20 GA. MIN_ STEEL STUD #10 WOOD SCREW ' •. , EDGE DISTANCE FRAMING BY OTHERS INSTALLATION ANCHOR SEE GLAZING 3 THREADS MIN. EXTERIOR FINISH BY OTHERS 71 r 1/4' MAX. SHIM SPACE DETAIL 3 PENETRATION BEYOND STEEL STRUCTURE � r T PERIMETER CAULK \ #10 SELF -TAPPING SCREW O.A. WINDOW BY OTHERS 3 INSTALLATION ANCHOR FJEI6FlT 4 \ 5 SHEATHING � BY OTHERS SEE GLAZING DETAIL EXTERIOR EXTERIOR FINISH O.A. WINDOW BY OTHERS EXTERIOR INTERIOR WIDTH PERIMETER CAULK BY OTHERS [E VERTICAL SECTION p HORIZONTAL SECTION 4 HEAD - 2X WOOD BUCK 4 IAMB - STEEL STUD FRAME FIN FRAME FIN FRAME EXTERIOR INTERIOR SEE GLAZING 1 DETAIL i 4 O.A. 3 1/4" MAX. WINDOW / r SHIM SPACE HEIGHT \ 3l4^ MIN. EDGE DISTANCE PERIMETER CAULK - BY OTHERS • . EXTERIOR FIPIISBy RN S • •� CAULK BETWEEN OTHE #10 w000 sasEw CONCRETE/ MASONRY d 2X INSTALLATION ANCHOR 1112, MIN WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS EMBEDMENT CONCRETE! MASONRY BY OTHERS VERTICAL SECTION 4 SILL - 2X WOOD BULK FIN FRAME 1/2" MIN. 61 BITE 1/2" O.A. INSULATED GLASS I F_ \I 1 SILICONE BEDDING--/ NOTE: GLASS THICKNESS AND TYPE MAY VARY PER ASTM E 1300-04 GLASS CHART REQUIREMENTS AND REQUIREMENTS SET FORTH IN THE CURRENT FLORIDA BUILDING CODE. CROPUT' PC. Box 826 MCeO", 615 39649 PH. 60IW6I21 rX 601-783-3.a8 m � �3 30� �3 5!o 1 a W Y O<a` N 9;1101 a y- cH < d Z m C & Lail L- 1� I.4 "m33 d � •N-, a 11I F <6 N T Ili DWG #: CRF013 sHEEr. 2 OF 5 CROFT Pc Box�6 MCcaus, MS 396-9 PH. 601484-6121 FX: 601.783.ra8 m m 01 %` 0 V1W'b �< W X �+ LU Z� F Z 00 �! W w ot DWG # CRF013 SHEET: 4 OF 5 ALMA (ValIdakxIOp"i"AdavniBUator) CERTIFICATION PROGRAM AUTHORIZA71ON FOR PRODUCT CERTIFICATION Cron, LLC P.O. Box 826 McComb, MS 39NO Attn: Jim Etitc v n The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based an successful completion of teats, and the reporting to the Administrator of the results of testa, accornponied by related drawings. by an AAMA Ac radited Laboratory. 1. The ILsMg below will be added to the next published AAMA Certified Products Directory SPECIFICATION RECORD OF PRODUCT TESTED AAMAIWDMA/C8A 101A-S.21A4411"S R-PG40.1499x1499 (59x5B).FW COMPANY /HID CODE CPD NO. SERIES MODEL JI PRODUCT MAXIMUM SIZE TESTED DESCRIPTION Croft, LLC 75195/97 PW � 99 dy. CoCRO 8671 (AL)(o)(IG) 1499 mm (INS GLKASTM) (4'11" x W11") 2. This Cedifica on will expire September 27, 2015 and requires, validation until then by continued listing in the current AAMA Certified ProdudB Directory. 3. Product Tested and Reported by: Architectural Testl ng, Inc. Report No.: 83407.01-801-47 Date of Report October 7, 2011 Dais: May 10„ 2012 Cr- AAMA .)GS ACP-04 (Rev. 1111) Validated for Certification ted LaboreWries, Inc. Authorized forCeulNlcation , American AictniteduralMAanufacturersAssociation U Z 0 U 0 0 J .. L_ m _j 0 W Q OC Z I- Z m W U O J -j U Z 0W o W 0 WW W W N I..1� Z 0 = Z O of Z i< J J J � U Q U. z -_� WO n O M W � 0 W C 0 LU co z O 5 0 N O m _ ' ♦ V I- W =� o �o Z Q Z Ug Z J U Z O ISSUE DATE APRIL 2013 REVISION DATE SHEET PRODUCT APPROVAL BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product evaluation Report: Of Croft, LLC. "Series 95/96W/96WB" Picture Window for Florida Product Approval L# F1, [► mrt i-t 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact@buildingdrops.com Florida Building Code 2010 Per Rule 9N-3 Method: l — A (Certificate Method) Category: Windows Sub — Category: Fixed Product: Series 95196WI96WB Picture Winnow Material: 6063-T5 Aluminum Product Dimensions: 72"x 42" (Flange Frame) 59" x 59" (Fin Frame) Prepared For: Croft, LI,C. P.O. Box 826 McComb, MS 39649 Prepared by: fterines F. Norero, P.E. Florida Professional Engineer # 73778 Date: 04/30/12 Contents: Evaluation Report Pages 1 - 4 Installation Details Page 5 ot, lt,11ft,t d .� op }Ei Digitally signed by Hermes F Norero, P.E. 1111 s 1.11% , Reason: I am approving this document Hermes F. Norero, P.E. Date: 2012.05.0910:21:24-04'00' Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop -- Certificate of Authorization: 29578 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: Date: 04/30/12 Report No: 2032 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: Date: 04/30/12 Report No: 2032 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Manufacturer: Croft, LLC. Florida Building Code and Rule 9N-3 for manufacturing under an approved certification agency through American Architectural Manufacturers Association (FBC Organization #: Product Category: Windows CER1498). Product Sub -Category: Fixed Performance Standards; The product described herein has been tested per: Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) • AAMA/WDMA/CSA 101/i.S.2/A440-08 Product Name: Series 95/96W/96WB Picture Window Referenced Data: 1. Product Testing performed by Architectural Testing 72" x 42" (Flange Frame) (FBC Organization # TST1795) 59" x 59" (Fin Frame) Report: Dated: B7510.01-801-47 04/20/12 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Croft, I.I.C. based B3407.01-801-47 10/07/11 on Rule Chapter No. 9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission, 2. Certification Agency Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company American Architectural Manufacturers Association manufacturing or distributing the product or in any other entity involved in the approval process of (FBC Organization #: CER1498) the product named herein. Limits of Use: This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions CRF013, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing CRF013 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions CRF013 for size and design pressure limitations. ae Date: 04/30/12 BUILDING DROPS Report No: 2032 A Perfect Solution in Every Drop Ik Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Flange Frame: A. For two by (2X) wood frame substrate, use #10 Wood Screws type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter 1TW type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate, use #10-16 Self -Tapping type metal stud anchors of sufficient length to achieve a minimum of 3 threads of penetration beyond metal structure. Fin Frame: A. For two by (2X) wood frame substrate, use #10 Wood Screws type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate, use #10-16 Self -Tapping type metal stud anchors of sufficient length to achieve a minimum of 3 threads of penetration beyond metal structure. Refer to Installation Instructions (CRF013) for anchor spacing and more details of the installation requirements. Design Pressure: 72 x 42 DP = +/- 35 PSF 59 x 59 DP = +/- 40 PSF Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 Installation Method Croft, LLC. "Series 95/96W/96WB" Picture Window 2" FROM CORNER 12.00" MAX. O.C. TYP. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 FL#: Date: 04/30/12 Report No: 2032 uOu 12.00" MAX. O.C. i 2" FROM CORNER ANCHOR LAYOUT TYR 4" FROM CORNER TYR ii FLANGE FRAME 12.00" MAX. O.C. rI am ANCHOR LAYOUT FIN FRAME 12.00" MAX. O.C. 4" FROM CORNER TYR Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 U Z Q ' 0 V 0 .. 0 J LL coJOW 0 9 W0 Z Q I— I— Q Z �W �-� mo0? ❑❑❑ ZZ o O VJ w W ' o- 0 Q w F, u7 w Z 0 F_ Z J J Z i< Q � U LL J a: 5 I— W 0 to LL o' w 0 W oz o o NM m = U �w 3 o Z �z G� 0 z Z O ISSUE DATE APRIL 2013 REVISION DATE SHEET 7n3 PRODUCT APPROVAL wrrir r �" -��� ;;