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HomeMy WebLinkAbout36238 DeHa Gold Ct Lot 1052 OS- WOOD )) Elm MININIM Elm 11 ■■■■■■■■ ■■■■■■■■ FIRST FLOOR LIVING = 1842 S.F. TOTAL LIVING SQ.FT. = 1842 S.F. COVERED LANAI = 133 S.F. COVERED ENTRY A = 17 S.F. COVERED ENTRY C = 15 S.F. GARAGE = 445 S.F. TOTAL SQ.FT. = 2437 S.F. • .Y • : r /)7 j 30 31Y1S • cy . _:D T • • T 990L ON 30 CURRENT REVISION MEMO _ PRINT REVISION MEMO DATE OF REVISION REASON FOR CHANGE REQUESTED BY VENDOR CODE ITEM # REVISION NOTE SHEETS AFFECTED Z/31/10 PER CLIENT LESLIE DAY *ALL 1 CONVERTED TO BLACKPOINT. ALL SHEETS 02/05/13 PER CLIENT SUSAN WILLIAMS *ALL 1 ADDED 3 CAR GARAGE AND 2 1/2 CAR GARAGE OPTIONS ALL SHEETS DRAWING INDEX SH # DRAWING TITLE CS COVER SHEET 1 FIRST FLOOR PLAN 1.1 FIRST FLOOR PLAN 1.2 FIRST FLOOR PLAN 2 FOUNDATION PLAN 2.1 FOUNDATION PLAN 2.2 FOUNDATION PLAN 3A ELEVATION - A 3.1A ELEVATION - A 3.2A ELEVATION - A 3C ELEVATION - C 3.1 C ELEVATION - C 3.2C ELEVATION - C 4 ELECTRICAL PLAN 4.1 ELECTRICAL PLAN 5 INTERIOR ELEVATIONS 6 BUILDING SECTIONS M HVAC PLAN TA1 TRUSS PLAN - ELEVATION 'A' - 140MPH TA2 TRUSS PLAN - ELEVATION 'A' - 150MPH TA3 TRUSS PLAN - ELEVATION 'A' - 140MPH TA4 TRUSS PLAN - ELEVATION 'A' - 150MPH TA5 TRUSS PLAN - ELEVATION 'A' - 140MPH TA6 TRUSS PLAN - ELEVATION 'A' - 15OMPH TC1 TRUSS PLAN - ELEVATION 'C' - 140MPH TC2 TRUSS PLAN - ELEVATION 'C' - 150MPH TC3 TRUSS PLAN - ELEVATION 'C' - 140MPH TC4 TRUSS PLAN - ELEVATION 'C' - 15OMPH TC5 TRUSS PLAN - ELEVATION 'C' - 140MPH TC6 TRUSS PLAN - ELEVATION 'C' - 15OMPH D1 I CONSTRUCTION DETAILS Key - Indicates a change to budget CNR - Concrete RFR - Roofer PMB - Plumbing TRS - Truss BLK - Block TRM - Trim FRM - Framer GAS - Gas ELC - Electric HVAC - HVAC MIR - Mirror DWL - Drywall SLV - Shelving CAB - Cabinets SCO - Stucco INS - Insulation TOP - Counter tops SHW - Shower Enc. FLR - Flooring WIN - Windows TILE - Tile Low V - CablelPhone EPS - Foam AUD - Audio SEC - Security TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER 8 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y BLAC KPOI NT U z Q Q O U J J m � � J J Q O W Q Q Z Q 0 J W W _j iir J m U LL 0 D _ _ _ ❑ ❑ ❑ ❑ ❑ U z n Lir w > Dw V) O Q w 4r o_ 0 J J z Q Q � U Z CL D W 0 0 m Cl) CE c� CW �+ O N Z G O p o in _ � w � o �o z Q 4/mg 0 z U Z J z `/ ` /_11% U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET CS C0 VER SHEET gumill T.O.M, 0 I n 1 ST FLOOR PLAN ELEVATION A T.O.M. 8'-0~ " A.F.F. T MASTER BATH 10'-5"x9'-1" VAULTED CLG. U G " 0 N I M 1 N (Z ink �m ¢ � 0 3 T.O.M. 8' CV I 0 I 'v (V I CV 00 I CV 00 I T.O.M, 8'-0° ■ ■ 2'-4" 8'-6" (2) 2X8 FLATWISE W/(1) HUSC26-2 AT EA. EN W/ VAULT (6) 10d 4-3/16 X 2-1/4" TAP NS 3:12� DEN 9'-0"x11'-0 j VAULTED CLG. FLU FRAME PTO FURRING I I N 0" ■ ■dn 35 RH. SH. ■ ■in Aj " PC-4 PC-1 4'-6" 7" 2'-4" 10'-4" /4'-0" 1 ST FL00 R PLAN ELEVATION C T.0.1 8'-0" A.F. WINDOW SEAT 2' N LOAD BEARING WALL (INSULATE) 20'-3 " GARAGE 19-4"x2O'-O" 8'-0" CLG. AFF ■ LINE OF GAW DOOR - - - - ------ IN OT'EN ITION------------- I I I I T.O.M. I I I � I • HB 16-00-0 O.H. GARAGE DOOR _ BOTT. OF LINTEL PC-4 T.O.M 8'-0" A.F.F. AT 6'-8" A.F.F 35'- -4"y 15'-4" 8" BOX DOWN I BOTT. OF LINTEL PC-4 AT 6'-8" A.F.F. E — J w LANAI 16'-8"x8'-O" o 8'-0" CLG. AFF. m 10 o� 3p7¢ 3'-2" 2'-0" 25 SH. 6-0 x HD. AT 6'-8" TEMP PC-4 PC - VAULT GREAT ROOM 16-0"x15'-0" VAULTED CLG. NOOK 10-0"x9'-O" VAULTED CLG. 16'-0" 20'-8" 2'-4" .�` Q►�MY • C��c �i No 70658 16 • r .i- STATE OF �••��40R10r• 24% TAMPA CIVIL. DEIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER rK 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 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 RIND. DRYWALL BEADS AT HORIZ & VERT. CORNERS EXCEPT AT EXT WALL OPENINGS UNLESS OTHERWISE NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS. LOCATE ALL PLUMBING STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPERATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE 'T GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. ALL HEADERS TO BE (2) 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) HT116 T � 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. �-1--- _� NON -BEARING 2X STUD W/ 1/2" GYP. AND INSULATED BEARING WALL 2X 16" O.C. W/ 1/2" GYP. (U.N.0) ■ = FILLED CELL W/(1) #5 VERTICAL ♦ = FILLED CELL W/(2) #5 VERTICAL • = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) NOTES: -NOT ALL REQUIRED FLASHING IS INDICATED ON DRAWINGS. PROVIDE FLASHING PER FBC 1403 AND 1503. -FLASHING SHALL BE INSTALLED AT (1) WALL AND ROOF INTERSECTIONS (2) WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION, AND (3) AROUND ROOF OPENING, WHERE FLASHING IS OF METAL. THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (26 GAGE (0.551 MM) GALVANIZED SHEET). ALL MANUFACTURED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, 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" ABN 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. *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. NOTE: PROVIDE GAS DROPS (IF REQUIRED) FOR ALL GAS APPLIANCES. (VERIFY LOCATION OF ALL GAS APPLIANCES ON FLOOR PLAN PRIOR TO ANY CONSTRUCTION) SCALE: 1/8' - 1' • 11x17 BLACKPOINT 1/4" - 1' a 22x34 L= f J A h L F D 0 z Q j�- 0 0 m LL J J J J Q O W- i p z Q r 0 I W m U u O j _ 3:_ 2 L CO ❑❑❑❑❑ U z 0 w D w V) O 0 w 0 �oJ z Q p � U z 0 W 0 m � W V, 0 N Z � O fr 00 m m _ F__ w o z�Z Q %. % � z J z uu ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET 1 FIRST FLOOR PLAN _, I 1 I ■ , 1 _uA ___ -- _ I = _ _ I _ I.. 1 1 - 1 1 1 I 1 I I I I. ... I. _..1-. .: 1 00 I 00 I owl 5 \—ARCH FROM ■ 71-4" TO 8' 0" DINING °O 14-0"xll'-8" _ N VAULTED CLG. I 0O VAULT = 3:12 ■ 10'-0" CLG. 8'-6" 1-4 4'-1 t ■ HUSC26-2 AT EA. END W/ - VAULT (6) 10d 4-3/16 DIA. X 2-1 /4" TAPCONS DEN 91-0"xll'-0' j VAULTED CLG. FLU FRAME ■ PTO FURRING T.O.M. / 0 0'-0 / � o J _I� C XT 11- 111 T.O.M.T.O.M. PC 8-0 A.F.F. 0'-0" 2'-5" 3'-2" 2'-5" 2'-4" 10'-4" D INING GAME N oO14-0"xll'-8" NVAULTED CLG. ' ¢ = ■ 8'-6" Emi WH O° 24" x 24"x /AH.. "' 18" H. H. PLATFOR W.S. LOOP Z2868 SC 20 MIN. FIRE & DRAIN RATED DOOR W/C OSER W/ WEATHER ST IPPING AT PERIMETER W/ MTL T'HOLD 1 �22"x54" ATTIC ACCESS 0 (V LOAD BEARI G WALL (INSULATE) GARAGE 29-8"x2O'-O" 8'-0" CLG. 30'-3 " LINE OF GARAGE DO0R I II ` -, I-OME-T'-SITION_________ __ ----�-� - I II T.O.M. _.. - ■ — I • p bc I - I .i�p_v 10'-0" T.O.MF T.O.M. I C, CLG. 10'-01 41 I ,-�' 16-Ox7-0 O.H. GARAGE DOOR PC-4 T.O.M PC-1 BOTT. OF LINTEL 8'-0" A.F.F. AT 9'-4" A.F.F 2'-4" 16'-0" 4'-0" 45'-0" 30'-8" 1 ST FLOOR PLAN - 3 CAR GARAGE ELEVATION 'A /.H.U. 18" H. H. PLATFOR W.S. LOOP Z2868 SC 20 MIN. FIRE & DRAIN RATED DOOR W/C OSER W/ WEATHER ST IPPING AT PERIMETER W/ MTL T'HOLD `---_ _'� CLG. I 22'x54 ATTIC ACCESS ll'-411 4'-1 0 LOAD BEARING WALL GARAG E (2) 2X8 FLATWISE W/(1) (INSULATE) HUSC26-2 AT EA. END W/ (6) 10d 4-3/16 DIA. X `- 8'-0" CLG. VAULT 2-1 /4" TAPCONS F Y E ( 06 1 '-0" STUDY C RAF / LG. / 11 1 11 �1 LINE OF GARAGE DOOR 9-0xl1-0/ C T VAULTED CLG. FLU FRAME PTO FURRING / T.O.M. / 0 0'-0 o' o J ■ T.O.M. .O.M. PC- 8 -0" A.F.F. 0'-0" 2'-5" 3'-2" 2'-5" 2'-4" Ir 10'-4" 00 _I ■ LINE OF GARAGE DOOR � ------- -------�IN OPEN POSITION 1 ■ I max\ I ■ HB PC-4 8070 O.H. GARAGE DOOR 3'-2" 8'-0" '-2 °O i - -------IN 0�'EN POSITION -------------- II 00 �- �. _ I T.O.M. 1 i 10'- _ ca , 010'-O" T.OA T.O.M. CLG. 10'-01 8'-0" - -4" 0. ■ 1 _ _ —21 4' I 1 O.H. GARAGE DOOR I •I-i HB oO ■ 25 SH. -4 T.O.M. PC-3 PC-1 BO LINTEL 8 -0" A.F.F. 9'-4" A.F.F 2'- 16'-0" 2'-4" 11" S-2" 11" 4'-0" 20'-8" 40'-0" 1 ST FLOOR PLAN ELEVATION A 2 112 CAR GNRAG E T.O.M. 8'-0' A.F.F. a - I .O.M. '-0" A.F.F. �����EMY ,co(/����i .. No 70658 ••'; *�� � • r .. � 2' • STATE OF ; Imo: .4 OR %p• � I % TAMPA CI VI(_ 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. SEALED FOR STRUCTURE ONL Y 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 f C = FLOORING TRANSITION WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS. ■ 8" CMU ■ ■ 8" CMU W/ 3/4" FURRING & 1/2" GYP. NON -BEARING 2X STUD W/ 1/2" GYP. C---`------� NON -BEARING 2X STUD W/ 1/2" GYP. AND INSULATED BEARING WALL 2X 16' O.C. W/ 1/2' GYP. (U.N.0) ■ = FILLED CELL W/(1) #5 VERTICAL ♦ = FILLED CELL W/(2) #5 VERTICAL • = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) NOTES: -NOT ALL REQUIRED FLASHING IS INDICATED ON DRAWINGS. PROVIDE FLASHING PER FBC 1403 AND 1503. -FLASHING SHALL BE INSTALLED AT (1) WALL AND ROOF INTERSECTIONS (2) WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION, AND (3) AROUND ROOF OPENING, WHERE FLASHING IS OF METAL. THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (26 GAGE (0.551 MM) GALVANIZED SHEET). ALL MANUFACTURED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, 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. *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. NOTE: PROVIDE GAS DROPS (IF REQUIRED) FOR ALL GAS APPLIANCES. (VERIFY LOCATION OF ALL GAS APPLIANCES ON FLOOR PLAN PRIOR TO ANY CONSTRUCTION) SCALE: 1/8' -1' • 11x17 BLAC KPOI NT 1/4" - 1' • 22x34 ENABLED U Z j: m O U J J J -� J LL Ill p Z o IW m W U J LL CC O J ❑❑❑❑❑ U Z _ o w w O Q w o0 �o J Z a z M a m cl) W o � z o o� N � m _ � w 00 Z Q //♦o % Q- z c) z 1 Z 0 ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12/31/10 02105113 SHEET 1.1 FIRST FLOOR PLAN 5 \--ARCH FROM 71-4" TO 8' 0" N °I 14-0"xll'-8" N '0 VAULTED CLG. 00 I I R T.O.M 8'-0" A.F.F. R R d N I I L I U N v o 111 3:12 8'-6" ■ HUSC26-2 AT EA. END W/ (6) 10d 4-3/16 DIA. X VAULT 2-1 /4" TAPCONS :12 F DEN /\ 9'-0"x 11'-0'/ VAULTED CLG. FLU'/z FRAME ■ PTO FURRING / J >M ■ ■ 1 ■ ■ 35 RH. SH. Hn AT " PC-4 2'-4" 7" 4,-6" 7 10'-4" DINING GAME 14-0"xl l'-8" VAULTED CLG. J31ULT A 2 ■ 8'-6" (2) 2X8 FLATWISE W/(1) ■ HUSC26-2 AT EA. END W/ - VAULT (6) 10d 4-3/16 DIA. X 2-1 /4" TAPCONS :1 °° I STU DYZ CRAFT 9'-0"x11'-0'/ VAULTED C G. FLU5 FRAME ■ PTO FURRING 001■ ■ 35 RH. SH. Hr) AI I R ' T.O.M PC-4 8'-0" A.F.F. 10'-0" CLG. 00 I WH R co 24" x 2 "x /AH.. 18" H. .H. PLAT W.S. LOOP Z2868 SC 20 MIN. FIRE & DRAIN RATED DOOR W/C OSER W/ WEATHER ST IPPING AT PERIMETER W/ MTL T'HOLD R00--\\\�� 22"x54"- ATTIC ACCESS 0 N LOAD BEARI G WALL GARAGE (INSULATE) 8'-0" CLG. 30'-3 " ■ LINE OF GARAGE DO_0_R____________ I LINE OF GARAGE_ DOOR_____ IN OPEN PbSITON �� IN OPEN POSITION %' ■ T.O.M. o I `. x/ I Ir ' 16-00-0 O.H. GARAGE DOOR PC-4 T.O.M PC-4 BOTT. OF LINTEL 8'-0" A.F.F. AT 6'-8" A.F.F 8070 O.H. GARAGE DOOR 3'-2" 8'-0" 2'-4" 16'-0" ' 1 ST FLOOR PLAN - 3 CAR GARAGE ELEVATION 'C co I 10'-0" CLG. 4'-1 " 4- I U E YE 06 1 '-0" LG. �� T o0 001 /.H.U. "' 18" H. H. PLATFOR Y W.S. LOOP 2868 SC 20 MIN. FIRE & DRAIN RATED DOOR W/C OSER W/ WEATHER ST IPPING AT PERIMETER W/ MTL T'HOLD r-`\----____'� ao L----- --�j 22'x54" ATTIC ACCESS 25'-3 " LOAD LABEA) I G WALL GARAGE 8'-0" CLG. LINE OF GARAGE DOOR I � ------ --------OP IN --EN - POSITI---ON ---------------- �' T.O.M. I 8- R I - I 16-Ox7-0 O.H. GARAGE DOOR ♦ 1 PC-4 T.O.M OL BOTT. OF LINTEL 8'-0" A.F.F. AT 6'-8" A.F.F 25 RH. SH. ID AT W-A PC-4 ■ ■ ■ Do "s' 2'-4" 7" 4'-6" '-4" 2'-4" 16'-0" 2'-4" 11" 3'-2" Li1" 10'-4" -0" 20'-8" 5'-0" 40'-0" ST FLOOR PLA �Z1EVATION C , 2 CAR GARAGE T.O.M. 8'-0" A.F.F. m 0 I 0 N 4 I O.M. '-0" A.F.F. TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 706M I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPCIFICATIONS. INSTALL RND. DRYWALL BEADS AT HORIZ & VERT. CORNERS EXCEPT AT EXT WALL OPENINGS UNLESS OTHERWISE NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS. LOCATE ALL PLUMBING STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPERATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE 'T GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. ALL HEADERS TO BE (2) 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 t C = FLOORING TRANSITION WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS. ■ ■ 1 8" CMU ■ ■ 8" CMU W/ 3/4" FURRING & 1/2" GYP. NON -BEARING 2X STUD W/ 1/2" GYP. C=--T-----� NON -BEARING 2X STUD W/ 1/2' GYP. AND INSULATED BEARING WALL 2X 16" O.C. W/ 1/2' GYP. (U.N.0) ■ = FILLED CELL W/(1) #5 VERTICAL ♦ = FILLED CELL W/(2) #5 VERTICAL • = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) NOTES: -NOT ALL REQUIRED FLASHING IS INDICATED ON DRAWINGS. PROVIDE FLASHING PER FBC 1403 AND 1503. -FLASHING SHALL BE INSTALLED AT (1) WALL AND ROOF INTERSECTIONS (2) WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION, AND (3) AROUND ROOF OPENING, WHERE FLASHING IS OF METAL. THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (26 GAGE (0.551 MM) GALVANIZED SHEET). ALL MANUFACTURED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, 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. *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. NOTE: PROVIDE GAS DROPS (IF REQUIRED) FOR ALL GAS APPLIANCES. (VERIFY LOCATION OF ALL GAS APPLIANCES ON FLOOR PLAN PRIOR TO ANY CONSTRUCTION) SCALE: 1/8" - 1' . 11x17 / BLACKPOINT 1/4" - 1' s 22x34 ENABLED U z Q 10 m cr j J U J U J J Q LL J J Q Q W p Z Q W U O J E cr O W J m CO ❑ ❑ ❑ ❑ ❑ U z ^ LL o w 0� w O Q w Oc� a O J J z Q \" u U z J W 0 0 m Cf c� W O r7 z O Q� N � m � LLJ _ M o z z 0 ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12/31/10 02105113 SHEET 102 1 FIRST FLOOR PLAN 35'-0" 16'-8" 18'-4" 1'-4" 15'-4" 5'-8" 7'-0" 5'-8" 2'-8" x 2'-8" W. x 12" D. 8" WIDE A 2'-0" 3 4'-0"x3'-O" CONC. FTG. W/ 2 - #5 _ MONO 6 s2 A/C PAD REBARS E.W. i i FOOTING s2 I 1 -- ■ • ■ ■ ■ ---------- - - - - - - - - , 1 � i o I FUOIINU \1 oo w i I R 00 00 I 0 I 00 I 6 00 (S: Ln 00 I 0 I g zio I 9 C-) I 52 I c I 3'-3" 3'-10" 1'-4 -10" re,) 1'-5" I I I I 1 I I I I 1 1 I I I ■ / ------------ --------il ----- I i �Y ' DIAGONAL AT 2 #4's R I ALL INTERIOR SLAB a' 1 1/4" RECESS 6 ' CORNERS (TYPICAL) ■ I FOR S.G.D. ■ l` 2'-71" 'fit GA DENT ICI III�TUB II I I 00 111 \ I -1 6' ^oo ' I I oo I SF�IV�..,o I I 1113111 , 2 -4j" I _ rJ _J L------ I J =-----------JZ----- I / + n co I.--------- I I � I I L- ----- ELEVATION AT 0'-0"(ASSUMED) i I i I TUg \ I I I u I ■ I 4 THICK, 2500 OR 3000 P.S.I. 3 -0 " CONCRETE SLAB ON GRADE W/ = I L; �------ - - - ------j I ------ 6x6 W1.4xW1.4 MESH OVER 6 1 I I MIL. VAPOR BARRIER ON CLEAN, WELL - COMPACTED, TERMITE m i i�� -� i i ' i i" ( i i i 8" THICKENED EDGE FOR SHOWER RECESS W/ (1) i ■ TREATED, GRANULAR FILL OR i i� `--' i #5 BAR CONT. I BORATE TREATMENT ON FRAME I II II I I COMPONENTS CN I I I ■ ■ moo I=-3= I I L____J „_� -- ELECTRICAL CONDUITFTO-- -�^ `" ISLAND D.W. I o0 N DISP rrl�-�i SINK W�L=J°II I � 1 p i OPT. I ■ I i REF. I -'--------------- ------ ,JI ------------9 _-----z--j I � PROVIDE COPPER LIB ■ i FOR ICE MAKER I ■ I I I 1 I II tJ I a I ' n I Ir■ 2'-I" 3'-10" 4' -5 -----------------J = _ 00 � II■ - ■ 3'-0" x l'-8" W. x 12" D. CONC. FTG. W/ 2 - #5 REBARS E.W. 8'-0" 2'-4" 1 10'-4" 4'- 00 I CV 0 T CV I r-------------4-- II = II �- oo I I '•'� r� -� I � I I C I III I 1 I ■ ---- I I I ;°; � , I II M 0 I II 1 ■ IJ I IF. I I ' L----� 0� 11 F---- LII II—�I I 1�----� -----J I I ■ WH I = /.H- i / I 52 I ao ' < W.H.-----------A PLATFORM �-------- ---------------- ABV. 24" x 24% 18" H.tz WATER SOFTNER = =LOOP & DRAIN1 INSTALL 1/2" ANCHOR BOLTS AND 2" DIA. WASHERS AT 2'-0" O.C. (MAX) CENTERED ON WALL. S2 (REFER TO FLOOR PLAN FOR aoWALL THICKNESS AND LOCATION)Ell S2Ioo •-- 1J CONTROL JOINT0O pl — -- —]�l I Oc>20'�-0"`n 3/4" DP. x 13" W.RECESS FOR GARAGE DOORH.B.88n°Op- I------------------ ---------------------- - ♦ ♦ ■ 8" WIDE MONO FOOTING F O U N D AT I O N PLAN 2'-4" ' 6'-0" 2'-4" ELEVATION A 20'-8" 35'-0" 0 I Lv rr 11-7-1 III 3 I IL _jI I I � I\ I rn Z tin I r 1 I I L====7 III N p1I- 00 III-I.j I ■ II, ICI o u_� I 1 I y i 1to v, M i OPT.Till, REF. No 7065 91 --------- r - AN WINDOW SEAT 2 I ■ 1 %� I i INSTALL 1 /2" ANCHOR BOLTS " i 1 AND 2" DIA. WASHERS AT 2'-0 I = I O.C. (MAX) CENTERED ON WALL. I �i I I i S2 REFER TO FLOOR PLAN FOR oo I I WALL THICKNESS AND LOCATION) ■ ! ! i o i of o J; CONTROL JOINT11 R i I 3'-3" 3'-10" 1'4. 6 1 "1'� ------ I I I 1 1/4" RECESS ■ i FOR S.G.D. LIM L= 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. 0 I loo I 0 T N 0 I 0 T cV loo I 00 00 I Ln 0 3 ;n S2 00 I M FOUNDATION PL ■ I NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R ■ i ELEVATION AT 0'-0" (ASSUMED) ALL CONTROL JOINTS IN LIVING AREA TO BE 10'X10' SQ. I 4 THICK, 2500 OR 3000 P.S.I. CONCRETE SLAB ON GRADE W/ ALL CONTROL JOINTS TO BE 1" DEEP. I 6x6 W1.4xWt.4 MESH OVER 6 MIL. VAPOR BARRIER ON CLEAN, WELL - COMPACTED, TERMITE I TREATED, GRANULAR FILL OR BORATE TREATMENT ON FRAME COMPONENTS I I I ■ I ELECTRICAL CONDUIT -TO -- I -ln N ISLAND D.W. 1� �- --- I; ul I I I 15'-0" I I I , I I I ! r■ 2'-�" 3'-10" 4'-5" -----------------J ----J L------� 3'-0" x l'-4' W. x 12" D. 7 CON- FTG. W/2-#5 REBARS E.W. 2'-4" 5'-8" 2'_4" 10'-4" 20'70" 1 1 1 ----------------- 2'-4" 35'-0" FOUNDATION PLAN ELEVATION C G 16'-0" L 2'-4" 20'-8" ■ = 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. ♦ = FILLED CELL W/(2) #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. • = 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. PROFESS/ONAL ENG/NEER X 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE KITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y I S2 I 0 N = 0 I 0 I SCALE: 1/8" - 1' • 11x17 PUBLACKPOINT 1/4' - 1' w 22x34 ( = N A. B L F L') U Z Q m _1 J U J U J J Q WQ J J Q p O � Q i Z Z 0 J W m0IJi0-j 2 = _ Co❑❑❑❑❑ U Z _ w o w > Ld w 0 0 w 0o= c� a o J J Z Q Q z z W 0 0 W 0 CW 0 N z G 0 p o N� m _ � w C� Oz Qt % a-Z � z Z O ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET 2 FOUNDATION PLAN I I I ¢- ■ 11 1 L ,_ I 11 'RI 1'n!'I'1 INLI ■■F7 1''17• !!.lR.I —I ! I. 1'. 1 I f 11 _ I I 1 _ I i I _ I 1 -----_--- --- ~-------------------------J W.H. PLATFORM-------- ---------------- ■ ■ ■ ABV. 24" x L----------- 24 x 18 H. I ----------- I I WATER SOFTNER = n i ■ LOOP & DRAIN oO 10 -0 I I ■ ,� INSTALL 1/2" ANCHOR BOLTS 1 AND 2" DIA. WASHERS AT 2'-0" o I O.C. (MAX) CENTERED ON WALL. 2 REFER TO FLOOR PLAN FOR ,a — }------------- ------- — --- I I ------- I I WALL THICKNESS AND LOCATION) _ ■ I �� � I i zi I I■ I II � I I of o I S2 j 'i CONTROL JOINT j � i I I o 1 15'-0" I I i 30'-0" I ■ iI ,' I r I I I I ■ ' d' ___ J I I I . l i i JI 4" DP. x 13 i W. i I� I 3/4 DP. x 13' W. ' I ■ ■ j RECESS FOR R ESS FOR g GA E DOOR t H.B. 2'- 3'-10" 4'-5' I GARAGE DOOR p p I —----------------J a = pn i pn `J? 5 U" U" I 8� "I c.a �o (J U I I ,; ■ ■ ■ ■ - � 1— � I� S2 ., 1 oI I 11 4-1 -L•---• • • ■ ■ M �+ 3'-0" x 1'-8" W. x 12" D. S2 8" WIDE CONC. FTG. W/ 2 - #5 MONO REBARS E.W. FOOTING 8'-01, 2'-4" 2'-4" 16'-0" 3'-4" 8'-0" '-0 10'-4" 4'-0" 30'-8" 45'-0" I N I co 0 I NOTES: -NOT ALL REQUIRED FLASHING IS INDICATED ON DRAWINGS. PROVIDE FLASHING PER FBC 1403 AND 1503. -FLASHING SHALL BE INSTALLED AT (1) WALL AND ROOF INTERSECTIONS (2) WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION, AND (3) AROUND ROOF OPENING, WHERE FLASHING IS OF METAL. THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (26 GAGE (0.551 MM) GALVANIZED SHEET). ALL MANUFACTURED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS AND CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSMENT. NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R ALL CONTROL JOINTS IN LIVING AREA TO BE 10'X10' SO. 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 & FTG. BELOW PROVIDE 25" MIN. LAP WHERE SPLICED & WIRE TOGETHER. • = FILL CELL TO THIRD COURSE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL ' AT CORNERS gol/ss,, co it�����i��'"•EN vL i '�� �; ��G SF• •y ,i No 70658 Ir ; • vp ir r • 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 # 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, RESIDEN77AL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y SCALE: 1/8' -1' * 11x17 MBLACKPOINT 1/4' - 1' a 22x34 F_ N A B L E[") U Z Q 0 m O U J J J J J u_ Q O W p 0 z J Q W W U 0 O J m _ ❑❑❑❑❑ U z o w Dw 0 Q w 0o= c� �oJ Z a Q � U z W 0 0 M W 0 c� W 0 �z 0� 0 N= m w _ 0 o � o Z pw z Z _I Z ` U O ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET 201 FOUNDATION PLAN 0 I n 0 I PROVIDE COPPER ■ i FOR ICE MAKER I 15'-0" A. H. WH\; i 1 I s2 I it ------------ ---- I--------------------------� Al' i W.H. PLATFORM 1 ,rl I , II 2'-3'-10" 4' /5" ---•J ■---• - 3'-0" x l'-4" W. x 12" D. CON . FTG. W/ 2 - #5 REBARS E.W. 2'-4" 5'-8" 10'-4" 4'-0" ICE MAKER I 1 I I I I -t-------------- ---- ------------- � I I II 15'-0" 2'-4„ -------- ---------------- ■ ■ ■ ABV. 24" x----------------------� 24"x 18" H. � I WATER SOFTNER = i 10'-0" i ■ LOOP & DRAINCL 0D f -- I INSTALL 1 /2" ANCHOR BOLTS 1 AND 2" DIA. WASHERS AT 2'-0" s2 O.C. (MAX) CENTERED ON WALL. (REFER TO FLOOR PLAN FOR 1 WALL THICKNESS AND LOCATION) I Uzi �i i ■ of , S2 oL - CONTROL -JOINT------ I 30'-0" ' REFER TO MAIN PLAN FOR INFO NOT SHOWN I I 3/4" DP. x 13" W. RECESS FOR GARAGE DOOR 5 8" 8" - - - - - - - - - - L - - - - - - - - - - - --S2------ -- 45'-0" x 1 30'-8" 2 FOUNDATION PLAN — 3 CAR GARAGE AT IONN A 3'-4" I I I I 4" DP. x 13 i W. ESS FOR E DOOR I H.B. 5 i 8'0 1 - ---- -ill 8'-0" 1' LIN A-.H. . WH i 1 1000 � I s ----------- --------------� ' ' I PLATFORM-- ■ ■ ABV. 24" x L--------� 24'x 18" H. � I 1 WATER SOFTNER = ■ LOOP & DRAIN a O° 1i O I 1 I 1 INSTALL 1 /2" ANCHOR BOLTS 1 AND 2" DIA. WASHERS AT 2'-0" s2 O.C. (MAX) CENTERED ON WALL. (REFER TO FLOOR PLAN FOR 1 1 WALL THICKNESS AND LOCATION) 1 `v I zi I I ■ of � ; S2 CONTROL JOINT I I CDf 25'-0" I MAIN PLAN FOR REFER TO I I INFO NOT SHOWN I I I I I I I I I 16'-0" 20'-8" I 45'-0" x 1 30'-8" 2 FOUNDATION PLAN — 3 CAR GARAGE AT IONN A 3'-4" I I I I 4" DP. x 13 i W. ESS FOR E DOOR I H.B. 5 i 8'0 1 - ---- -ill 8'-0" 1' LIN A-.H. . WH i 1 1000 � I s ----------- --------------� ' ' I PLATFORM-- ■ ■ ABV. 24" x L--------� 24'x 18" H. � I 1 WATER SOFTNER = ■ LOOP & DRAIN a O° 1i O I 1 I 1 INSTALL 1 /2" ANCHOR BOLTS 1 AND 2" DIA. WASHERS AT 2'-0" s2 O.C. (MAX) CENTERED ON WALL. (REFER TO FLOOR PLAN FOR 1 1 WALL THICKNESS AND LOCATION) 1 `v I zi I I ■ of � ; S2 CONTROL JOINT I I CDf 25'-0" I MAIN PLAN FOR REFER TO I I INFO NOT SHOWN I I I I I I I I I 16'-0" 20'-8" I / I REBARS E.W. Imm 2'-4" 5'-8" 2'-4" 2'-4" 10'-4" 4'-0" 14 FOUND ELE I 40'-0" 2'-4" CAR GARAGE 5'-0" ■ N I M Aa R I CV d- I 00 I _I -I I 0 I 0 CV C4 I M 0 I 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'X10' SO. 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. = FILLED CELL W/(2) #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. • = FILL CELL TO THIRD COURSE (NO REBAR) = (2) 24" #5 REBAR PLACED DIAGONAL ' AT CORNERS ,,��/11111/1/li,, CO` ..' ��,•,',� •-*%GENSF No 70658 +: :tr: STATE OF 41J- 0,�..,� • w.• y� 113 3 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 * 70658 1 HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y SCALE: 1/8" - 1' •11x17 11111MBLACKPOINT 1/4' - 1' -a 22x34 ENABI ID 0 Z Q 10 ir j= O U J J m � J J J °< w 0 Z r 0-1w �w_jo:-i m0u.O_j ❑❑❑❑❑ ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET 2M2 FOUNDATION PLAN L1:1 1 .___L_' I' I 11 I I I L : 1 _ 'I I !11 I 1 1 1 ip 1 11. IL L- uu 5)FRONT ELEVATION - WINDOW SEAT S77 CALE: 1 4 = 1 -0 5 s REAR ELEVATION SCALE: 1 8 = 1 -0 LEFT ELEVATION SCALE: 1 8 = 1 -0 RIGHT ELEVATION SCALE: 17 8 = 1 70 LEFT ELEVATION - WINDOW SEAT 73 SCALE: 1 8 = 1 -0 TYP. OVERHANG AT HIP (U.N.O.) ROOF PLAN ELEVATION 'A' SCALE: 1 8 = 1'-0 FRONT ELEVATION - 'A' SCALE: 1 4 77 - 1 -0 77 PRE —CAST AND PRE —STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE —CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE —CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. l'-0" TYP. OVERHANG AT HIP (U.N.O.) ;-�ROOF PLAN WINDOW SEAT SCALE: 1 8 = 1'-0" off 00 N0 T0859 r * . . S •• • . r r • .k Z .r ♦ i r do to 9' STATE Of:1 O0 Ft 1a 5 m TAWA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER * 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 6 BLACKPOINT E r'l A B [_ � L 0 z Q }- O U J —� m j J J J 0 J Q 0 W Za �W°0 w wj m U LL O j ❑❑❑❑❑ U z _ o LAJ Ly w O Q w � a O N �o� Z a Q � U Z n 0 0 m W S O N Z G O p m j N � _ �. w O ZTe OZ J z ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET 3A ELEva noN - a ELEV AT 8'-0"- T. 0. M. ELEV AT 0'-0" _ 1ST FLOOR FF ROOF VENTS 12 (TYP.) 12 LINE OF INT. HIP 6 6 VAULT LINE OF INT. HIP 12 SHINGLE VAULT 6 12 ROOF _ ELEV AT 8'-0" TEXT `i' °° FINIS CU CCJEl --_0ELEV AT 8 -0" � — T.O M. _0_ELEV AT 0'-0" __u 1ST FLOOR I FF ELEV AT 8'-0" — T.O. M. TEXTURED � GRADE LIN E FINISH (ASSUMED) REAR ELEVATION SCALE: 1 8 = 1 12 6 INE OF INT. 12 HIP VAULT �3 9 SHINGLE ROOF T.O.M. URED H ELEV AT 1ST FLOOR FF 12 6 SHINGLE 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. TEXTURED FINISH — ELEV AT 10'-0" T.O.M. — ELEV AT T.O.M. 00 TEXTURED 00 2' 0" TYP. IFFINISH -coRLI URN F.G. �� AT SIDES - — --- ------------------- - --ELEV_ AT 0'-0" -� 1ST FLOOR FF GRADE LINE (ASSUMED) 3 LEFT ELEVATION 77 SCALE: 1 8 = 1 -0 ROOF VENTS 12 (T'P�) 12 SHINGLE--,, ROOF 12 LINE OF INT. HIP 12 SHINGLE 12 VAULT 6 6 SHINGLE ROOF ROOF _ - ELEV AT 8'-0 T.O.M. 2' 0" TYP. RETURN '*"-TEXTURED AT SIDFS FINISH-,,,, cc� ELEVAT 0 -0 —---------- ---- -- -- ----—-—- - — - — -— -- -- -- - -- - — - — - 1ST FLOOR FF - GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1 8 = 1 -0 6:12 SLOPE I VALLEY—\ 1�Q 6:12 _ SLOPE II II II II II II I I � ca O v II I I I I 6:12 w I SLOPE II 0 I I II � II I II II I 6: 2 JP`� o II w SL E CRICKET E II I II a (D J CV a_ ----- cn -J I I 6:12 I I I ------ - --� I SLOPE I I u) I - --------- ----------- j- ------- TYP. OVERHANG AT HIP (U.N.O.) ROOF PLAN - ELEVATION SCALE: 1 8 77 = 1 7 -0 12 12 ROOF VENTS TEXTURED KEYSTONE (TYP.) 6 � � 6 (TYP.) ELEV AT 0'_0" (SEE DTL. B/SHT D1) SHINGLE ROOF 1ST FLOOR FF (TYP.) 1 " THK. X 6" RAISED SAND FINISH 12 12 BANDING 12 LINE OF INT. HIP VAULT SADDLE 6 I 6 10" SO. DECORATIVE rJ TILES (TYP) ELEV AT 12'-5" ------ - - --- - --- —------------------- -----T.O.P. 6" RAISED SAND T.O.M. AT ENTRY 2- 8 FRIEZE BAND -- -14-2-- -- - (TYP.) G.C. VERIFY 10'-0" 3 _-- _ FASCIA CALL 1" THK. X 8" RAISED TEXTURED KEYSTONE ( OUT TYP. ELEV AT 8'-0" SAND FINISH BANDING (SEE DTL. B/SHT D1) ( ) -- — ---------------- - - - - -- - - --- - ELEV AT8'-8" ---------------------®® ® ------------- 18"X63" DECO. EPS SHUTTER - (SEE T (SEE DTL C/SHT D1) 47) I I THK. X 8" RAISED SAND ®® ®m [IME] Elmr_ 1" THBI FBANDING (TYP) � FINISH BANDING (TYP.) FINISHBAND� TEXTURED FINISH TEXTURED FINISH w 4jjLELEV AT 0'-0" 1STV AOOR FF GRADE LINE (ASSUMED) ,)FRONT ELEVATION - 'A' - 3 CAR GARAGE SCALE: 1 4 - 1 -0 MY co No 70658 � • i r r • • r f � CC Z •p t• . Lu STATE OF ; �y �y0,p•. ,o ,Or; �?�• .• fi1f11i1�%j Zs1i3 13, 1 TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y BLACKPOINT E NABLED U z Q j-OU m J J J iL U� II1-J �- p z Q m U 0 O w ❑ ❑ ❑ ❑ ❑ U z � 0 w D w [n 0 Q w o a � J J Z Q z w a 0 m ♦ A Cw 0 r7 z G 0 0 0 NEn m _ � w o z /♦% a z O Z Q U Z z ` U ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET 301A ELEVATION - A I 1 I'y 11 1 1 91 I 1 ROOF VENTS 12 (TYP.) LINE OF INT. HIP 6 VAULT------\ 12 ELEV AT ELEV AT 8'-0" IV T.O.M. EE— — --------� TEXT `X-) p FINIS o 1-0 0 12 �6 ELEV AT 0'-0" T F 1SLOOR FF ELEV AT 8'-0" ------ T.O.M1 -0 ELEV AT 0 -0' 1ST FLOOR -FF ELEV AT 8'.-0" — T.O.M. / SHINGLE 12 ROOF TEXTURED GRADE LINE FINISH (ASSUMED) REAR ELEVATION SCALE: 1 8 7 7= 1 -0 LINE OF INT. HIP VAULT T.O. M. URED H ELEV AT O'-0' rik 1ST FLOOR FF 12 12 � 6 SHINGLE TEXTURED 6 SHINGLE FINISH 12 ROOF _ELEV AT 10'-0" INE OF INT. HIP VAULT �3 ELEV AT 8'-0'_ ___ T.O.M. TEXTURED `ate 2'-0" TYf'. .� FINISH RETURN A SIDLS — ---- — -------------- - -- - — - — --- - ---ELEV AT 0' 0" 1ST FLOOR FF GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1 8 = 1 -0 ROOF VENTS 12 (TYP.) 12 SHINGLE 6 � CAR 6 12 LINE OF INT. HIP ROOF 12 6 SHINGLE VAULT 6 SHINGLE ROOF 3 ROOF _ - - ELEV AT_ 8'-_0' T.O.M. -,� 2' 0" -fv' RIIURN TEXTURED Al SIDI`' FINISH ELEV AT 0'-0" -------- — --- _ — - 1ST FLOOR FF — 00 Li El ------------------------------------------- GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1 8 = 1 70 1'-0" TYP. OVERHANG AT HIP (U.N.O.) ROOF PLAN - ELEVATION 'A' SCALE: 1 8 = 1 -0 77 ELEV AT 0' _ 0' TEXTURED KEYSTONE (TYP.) 1ST FLOOR FF (SEE DTL. B/SHT D1) 1" THK. X 6" RAISED SAND FINISH 12 BANDING 6 LINE OF INT. HIP VAULT , ,gkT.O.M. ENTRY 10'-0" 3 ELEV AT 8'-0" 12" 18"X63" DECO. LIPS SHUTTER (SEE DTL C/SHT D1) �a 1" THK. X 8" RAISED SAND FINISH BANDING (TYP.) TEXTURED FINISH ELEV AT 0'-0" Sf-FL66R +F - — - a _1 12 6 ROOF VENTS (TYP.) SHINGLE ROOF (TYP.) 12 12 6 SAD DLE 1" THK. X 8" RAISED - SAND FINISH BANDING 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. 6 10" SO. DECORATIVE ILES (TYP) -------- -----—-—- — - — - -- ELEV AT 12'-5" 611 RAISED SAND — T.O.P. RIEZE BAND TEXTURED KEYSTONE (SEE DTL. B/SHT D1) Elm m ini I III I Uni I-millmilin-ill-al I-mill-ni in I 1 0 11-al IN -1 N = III--Nl 11-ml I 1 1-41 IN GRADE LINE I.n . "n \ G.C. VERIFY FASCIA CALL OUT (TYP.) — -- — — — --- — — — ---- -ELEV AT --- �5 12 F.O.M. cn 1 F_ L I_ C) 1" THK. X 8" RAISED SAND s FINISH BANDING (TYP.) Liii U TEXTURED FINISH ' U 1 n C) ---- — — — --- --- ELEV AT "I I LVVI\ 11 T TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y BLACKPOINT F=NABI..F[) U Z a J m J J J -� LL J oJQ0 W a o Z a 0 J W W j M J m U lL 0 :) _ _ _ 2 ❑ ❑ ❑ ❑ ❑ U z 0 w LL � w O Q Of w V) o a 0 J _Z Q U z W 0 6 O 0 O N � m w C-D o ZZ //. _j Z ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET 302A ELEVA PON - A A FRONT ELEVATION WINDOW SEAT SCALE: 1 4 = 1 7 —0 s 5 19 5 tri s REAR ELEVATION SCALE: 1 8 1 0=1 [! wimi !m I ol MIN N U LEFT ELEVATION SCALE: 1 8 = 1 —0 LEFT ELEVATION WINDOW SEAT SCALE: 1 8 = 1 —0 77 g, e� F= RIGHT ELEVATION SCALE: 1 8 = 1 —0 s a 0 TYP. OVERHANG AT HIP (U.N.O.) ROOF PLAN ELEVATION 'C' SCALE: 1 8 = 1 —0 FRONT ELEVATION 'C' SCALE: 1 4 = 1 —0 --------------- Ir--------------------- II 11 II II II II II II II w II N II II II II N r--------------------1J Ir--------- - II II II II II II II II II II II II II II II II II II II II II II II II II J I II II II II II II II II II II II I I I I I I I I II I I 6:12 it SLOPE L� w B I I CD I I II 0 f SLOPE II II II II II II II II II 8 II II II II II II II II II II II II II II II II II II II II II II II II II II a II II II II II II II II II 11 II II II II II II II II II II II II II II II II II II II II II II r i II I II II II II II II II II II II II II II II II II II IL ----- ------ JI II 0 Q II II F L------------- ----------' J 1-0" TYP. OVERHANG AT HIP (U.N.O.) ROOF PLAN SEAT SCALE. 1 8 _WINDOW — 1 0 PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y `t 0Y'C0 �i No 70858 L Z "� • : it :'13 • STATE OF BLACKPOINT 0 z Q >- m O -i V J J J J J Q O W<o°Q Z I W U O J U- M O W J m ❑ ❑ ❑ ❑ ❑ U z 0 cr Dw _J � O Q w R V o S 0 o 0J Z a Q z z J W a 0 0 W o N z O 00 N w m �_ w z CD O ` //♦ a- 7 Q J `` % �Z Z ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET 3C ELE/FA719N - C LINE OF INT. HIP VAULT 12 6� ELEV AT 8-'-0" T.O.M jh ELEV AT 0 -0' 1ST FLOOR FF ELEV AT 8 -0" ELEV AT 0 -0' 1ST FLOOR F ELEV AT 8'-0" — T.O.M. ROOF VENTS 12 (TYP.) 12 6 F_— 16 SHINGLE 12 ROOF LINE OF INT. HIP VAULT -`- ELEV AT 8' _00" TEXT FINIS TEXTURED-// GRADE LINE FINISH (ASSUMED) REAR ELEVATION SCALE: 1 8 = 1 —0 12 6 SHINGLE �NE INT. ROOF HIP VAULT -3 F T.O.M. URED H ELEV AT 0' 0" 1ST FLOOR FF TEXTURED xi FINISH � «, �, F.G. HILL] I H GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1 8 = 12 ♦, 6 6 I SHINGLE ROOF �\ 0 1 "-0" ROOF VENTS (TYP.) 2' 0" TYP. REIl1RN TEXTURED AT SIDES FINISH cD 4 ELEV AT 0'_0" 1ST FLOOR FF GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1 8 = 1 0 SHINGLE ROOF 0 12 6 SHINGLE ROOF 2' 0" [YP. R[ TURN Al SIPI __ELEV AT-8'-0'_ lj T.O.M. ITT — ELEV_ AT 0' 0" 1ST FLOOR FF LINE OF INT. HIP 12 VAULT ELEV AT 8'-0_ T.O.M. _ ELEV AT 0'-00" 1ST FLOOR FF LINE OF INT. HIP VAULT ELEV AT 8'-0" TEXTURED r BANDING TEXTURED FINISH, 1X6 TEXTURED BANDING TEXTURED -� BANDING ELEV AT 0'-0" S+- ft60R -FF - - TYP. OVERHANG AT HIP (U.N.O.) ROOF PLAN — ELEVATION 'C' SCALE: 1 8 1 — 0 12 6 FALSE F.G. TEXTURED FINISH 1 -G 12 1" THK. X 6" RAISED 3`�J SAND FINISH BANDING 1 " THK. X 6" - — - — - — - —- - -- ----- ----S"-FW ALIGN TOP OF BAND WITH BOTTOM OF WINDOW T' THK. X 6" RAISED SAND FINISH BANDING ROOF VENTS .011�(Typ.) 6" FRIEZE BANDING (TYP) 12 l- FALSE F.G. TEXTURED FINISH 12 i al IN Fn fu FRONT ELEVATION 'C' SCALE: 1 4 1 —0 77 GRADE LINL (ASSUMED) 3 CAR GARAGE G.C. VERIFY FASCIA CALL OUT (TYP.) PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. Q,S'Jy . OIjL, '4 : No 70658 • * . :CC ELEV AT 8'0" T.O.M. �— TEXTURED FINISH Eh: T U Q Ca I U TEXTURED BANDING to CD ------------- —ELEV AT 0'-0" OOR FF 4J 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, RESI DEN TI AL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y BLACKPOINT ENABLLI_ U z 0 }- m cc O -i U 1 J 0 -1 J O Q J Q > W of p z Q Z W O J -1 It W J m0LL0 ❑ ❑ ❑ ❑ ❑ ISSUE DATE MARCH 2O07 DRAWN BY �)IMrAU DESIGN BY INLAND HOMES REVISION DATE 12131110 - 02105113 - - SHEET ■ EL EVA LION - C _EV AT 0'-0" ST FLOOR FF LINE OF INT. HIP VAULT ---\ 12 6 __ LEV AT 8'-0"___- 1 ��- ELEV AT 8'-0" _� T.O.M. -�--- - TEXT O° FINISCO I E ROOF VENTS 12 (TYP.) 6 12 �6 SHINGLE 12 ROOF 3 �- - TEXTURED GRADE LINE FINISH (ASSUMED) REAR ELEVATION SCALE: 1 8 = 1 —0 LINE OF INT. HIP VAU LT T.O.M. URED H ELEV AT 0'-0' 1ST FLOOR FF 12 SHINGLE ROOF 6 � SHINGLE 12 ROOF INE OF INT. HIP VAULT ELEV AT 8 -0' _ _ ELEV AT-8 ----- T O.M. ---T.O.M. ----� 2' (1" IYP. x TEXTURED Rl URN �`- � E13 FINISH � Al SIDES i) L F.G. _ ELEV AT 0 -0' ELEV_ AT 0'-0" 1ST FLOOR F - -- ---- --- - - --- - ----- - -- - - - - - - - - - - - -- -- -- 1ST FLOOR R _q� GRADE LINE (ASSUMED) 3)LEFT ELEVATION SCALE: 1 8 77 = 1 —0 ROOF VENTS (TYP.) 12 6 12 12 LINE OF INT. HIP 6 SHINGLE 12 VAULT 6 �SHINGLLE ROOF -� 3 ROOF ELEV AT 8'-0" _- � - ELEV AT 8'-0' T.O.M. T.O.M. 1-742, o" TYP. r7l REIURN TEXTURED a) AT SIDES FINISH -101 ELEV AT 0'-0" ELEV_AT 0'-0" 1ST FLOOR FF --- - - - - -- - ----------- ---------------------IV --- - -- 1ST FLOOR FF GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1 8 = 1'--0 TYP. OVERHANG AT HIP (U.N.O.) ROOF PLAN — ELEVATION 'C' SCALE: 1 8 = 1 — 0 12 6� LINE OF INT. HIP VAULT FALSE F.G. TEXTURED FINISH 12 1 " THK. X 6" RAISED 3`~SAND FINISH BANDING ELEV AT 8'-0" TEXTURED --- BANDING TEXTURED FINISH- 1 X6 TEXTURED----, BANDING TEXTURED BANDING ELEV AT 0'-0" 1S-T-FLOOR-FF -- - _Go i cc) ALIGN TOP OF BAND WITH BOTTOM OF WINDOW X' THK. X 6" RAISED SAND FINISH BANDING ROOF VENTS Ir (TYP.) :V 12 N 6F 1' 6" jl" THK. X 6" RAISED --S-AN& +%SH-EAf6Na_ FRONT ELEVATION — 'C' SCALE: 1 4 77— 1 —0 6" FRIEZE BANDING (TYP) GRADE LINE (ASSUMED) 2 1 /2 CAR GARAGE 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. t MY coU No 70658 *. •* • r r . : Q STATE OF G.C. VERIFY FASCIA CALL OUT (TYP.) _--__-_ ELEV AT 8'-0"-� -T.O.M.--- U T r - TEXTURED FINISH L -Y TEXTURED BANDING c-� - _ - - _ - _ ELEVIT 0_0" TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 z Q m J J U J U J —� 0 LL J J Q $ > W—�ZQ Q J W r m0u�.0 ❑❑❑❑❑ U z 0 � w D w Ld 0 0 Of w m �_ 0 c� a 0 J Z Q U z W0 m �Of W r� z 0 0 Nm m _ w 0 Z ` z a /// oz J �� z 0 ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 C BLAC KPOI NT ELEVA Tl — C ENABI-E_D I L _ -- -- - _ _ II I I -� _-- I , I II I lcON-Q BOX I (16" X 28") I I I i I I ATTACH TO `14 I STUD 00 I I I I RANGER AMERICAN (14" X 14") I CLOSET CD WALL II 'I TYP. STUD AT 24" O.C. ON-0 SECURITY SCALE: 112" = 1'-0" DTL. r......... -� I I I I Ali DISCONN. PREWIRE -�--` _ -�-� PREWIRE AT 6'-0" -~ AT 6'-0" 1 ST FLOOR ELECTRICAL PLAN ELEC. METER ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER N.E.C. 210.8 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS -- WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARC FAULT OUTLETS ARE REQUIRED IN ALL BEDROOMS AS SPECIFIED PER N.E.C. 210.12 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 4 PLEX OUTLET 4*WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $D DIMMER SWITCH + CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE Q RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN o TRACK LIGHT 24 24" FLOURESCENT LIGHT FIXTURE 48 48" FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) s6 COMBINATION CARBON MONOXIDE / SMOKE DETECTOR UNIT 0 THERMOSTAT Q TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) DI] ELECTRIC METER s ELECTRIC PANEL DISCONNECT SWITCH PREWIRE AND ROUGH -IN FOR CEILING FAN AND LIGHT J NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT- INTERUPTERS (GFI) AS INDICATED ON PLANS. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" TELEPHONE ......... 14" GFI OUTLETS......42' TELEVISION .......... 14" 3. ALL COMBINATION CARBON MONOXIDE / SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED COMBINATION CARBON MONOXIDE / SMOKE DETECTORS. 4. ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE ON A A.F.C.I. PROTECTED CIRCUIT. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.E.C. 2008, F.B.C. 2010, N.F.P.A. 70/2010, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER x 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y SCALE: ' 1/8' =1' • llxl7 RiBILACKPOINT 1/4" - 1' 22x34 F N A B l I=[ ') 0 Z a 0 >- m O U J J J J J Q U- J Q > Z 0 Z J w U 0 LL m O W J m -1 ❑❑❑❑❑ U Z _ ^ L.L o w � �1 �J w c/) O Q w IY a O N O J J Z Q Q U z J W 0 0 m Cf c� W p N z O a_j N m m w 2 � O S Z /�� �Z o z Z uu ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12/31/10 02/OS/13 SHEET ELECTRICAL PLAN PREWIRE lll�-0" — — 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 `�,-WP WEATHERPROOF DUPLEX OUTLET -&GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF —SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE—WAY SWITCH $4 FOUR—WAY SWITCH $D DIMMER SWITCH + CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE -,�pC. LIGHT FIXTURE WITH PULL. CHAIN TRACK LIGHT 24 24" FLOURESCENT LIGHT FIXTURE 48 48" FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) sD COMBINATION CARBON MONOXIDE / SMOKE DETECTOR UNIT 0 THERMOSTAT Q TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) Q� ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH PREWIRE AND ROUGH —IN FOR CEILING FAN J AND LIGHT NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT- INTERUPTERS (GFI) AS INDICATED ON PLANS. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" TELEPHONE ......... 14" GFIOUTLETS ...... 42" TELEVISION .......... 14" 3. ALL COMBINATION CARBON MONOXIDE / SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE AND INSTALL LOCALLY CERTIFIED COMBINATION CARBON MONOXIDE / SMOKE DETECTORS. 4. ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE ON A A.F.C.I. PROTECTED CIRCUIT. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.E.C. 2008, F.B.C. 2010, N.F.P.A. 70/2010, AND ALL APPLICABLE LOCAL. STANDARDS, CODES, AND ORDINANCES. TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER X 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y SCALE: ' 1/8" -1' 11xl7 BLACKPOINT 1/4" - 1' 22x34 F N Aa B L F D w a U Z Q m O j U J J J J J Q O �I-l-1 (] z Q m0LLO-j w O J cr w J D ❑❑❑❑❑ ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET 401 ELECTRICAL PLAN 0 I STD. KITCHEN cc) I I n iD 00 a I N I d 'ram 5'-5" E MASTER BATH 3'-4" [8'[ 9,_0" NICHE @ FAMILY O I ih VDBI8BH 3 3'-0" 0 I W3612 REF. SPACE 3 1-0 " , 2'-0" W3630 1 W2430 IDC243ORI IC-4 to I C'4 SINK W/ in o DISP 4" B.S. TYP. _ I ao at 7ml�FArlk ���1�iiG� B36 BBC45L S-0" S-0" 3'-9" 3" PULL STD. KITCHEN � MASTER BATH ` BEP3LL SB36 812L 3" 2'-0" 3'-0" Fol � KITCHEN ISLAND ARCH @ KITCHEN TO HALL I I N 4" B.S. (TYP.) _ 0 I a o cD I o NO I M 830 2'-0" 2'-6" � KITCHEN ISLAND 14 1/2 x 16 DRYER VENT RECESS LAUNDRY KITCHEN - MICROWAVE 7'-6" 1 - 3'-3" ARCH @ DINING TO KITCHEN �����Q►�MY •C�VL' �'•. GEN3• 1Y F�i . );'♦ '. �' �• No 70658 � . r r . • r Z.. STATE OF 4i �� S_ ON • f:�•`� TAMPA (,'I01 DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER * 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y SCALE: 1/8' -1' • 11x17 M BLACKPOINT 1/4" - 1' a 22x34 E N rA B I i= C) U z Q 0 }. O U -� m j J J J 0 J Q o � W p z Q �Z p n w W J w J m0uLOj Z) _ _ = 2 ❑ ❑ ❑ ❑ ❑ U z — a. o w Dw O Q w a� �0R [L' v O J J Z Q p � U Z J a W m 0 cf) W p N Z O o� N � m _ = w 00 S z ` d Z a � oz z O ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET 5 IN TERI OR EL E VA TI ONS BUILDING SECTION "ELEV SCALE: 1 4 = 1 - 0 —SIMPSON HETA20 TRUSS CONNECTOR m TYPICAL ROOF 2x4 NAILERS TO TOP CHORD (24" O.C.) W/ (4) 10d NAILS AT EACH END 2x4 NAILERS TO TOP CHORD (24" O.C.) W/ (4) TYPICAL TIE BEAM 16d NAILS AT EACH TRUSS 3 1 X6 PRIME TRIM FASCIA ELEV AT 8'-0" ALUM. SOFFIT VENT ­1 ik ` `F, 2x6 SUB —FASCIA TYPICAL P.C. CONC. LINTEL 2x4 OUTLOOKERS AT 24" O.C. W/R-19 INSUL. (2) SIMPSON H4s AT 24" USE SIMPSON A35 FOR O.C. FROM VERTICALL TO HORIZONTAL FRAME TO TOP OF HEADER HEADER CONNECTION � (2)-2x8 HEADER 1 /4 ROUND WRAP PERIMETER (2)-24SH. TEMP. 1/2" PLYWOOD W/1 1/2" LIP co (2) SIMPSON H4 CLIPS AT co I 16" O.C. AT 2x8 SYP CO DOOR CASING STRAP OR S CS 2x8 P.T.P TO C.M.U. W/ 1/ 0 EQQUIV.UIV. EA. CORNER & AT 0 8" HOOKED ANCHOR BOLTS -� WINDOW JAMBS TOP/BOT AT 48" O.C. W/2" SQ. x 1 /8" WASHERS - (2)-2x8 HEADER ir) BASE BOARD OVER -� 1/2" EXT. PLYWOOD SOFFIT 1/2" DRYWALL AND WRAP W/ VAPOR BARRIER 1 x2 PT FURRING o ._ o _ o_• a • A • ' ' _o • - o o • K.O. BLOCK TIE BM. W/1—#5 BAR FIN. FLR. ON TYPICAL11- CONC. SLAB WINDOW SEAT SECTION SCALE: 1 /2" = 1 ' — 0" 70'-0" m� rni icl� AT n A" / n nn�r rnl 1�n AT n A" /1 n 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 WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, REST DEN TI AL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y BLAC KPOI NT LN14BLE_(_) U z Q 0 >- O U J J m LL J J J WQ Z o 0 J W W - J m U tL 0 D 2 2 2 cl) ❑❑❑❑❑ U z _ o w Ckf O Q w af C� O J J z a Q Z Z Wa 0 m C1) c� cW O N Z G ONm o 0 m _ � w cD o z �Z z a 'o � J Z O ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12/31/10 02105113 SHEET 6 eurLoiNc SEC noNs 1 ST FLOOR HVAC PLAN TAMPA CIVIL DE_:�-,1(.rN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y HVAC NOTFS/SYMBOLS: ALL CONSTRUCTION SHALL COMPLY WITH LOCAL BUILDING CODES AND THE STATE ENERGY CODE. OBTAIN REQUIRED PERMITS AND INSPECTIONS. THE MECHANICAL INSTALLER IS TO VERIFY ALL CLEARANCES AND ACCESS SPACE BEFORE FABRICATION OR INSTALLATION OF ANY HVAC WORK. INSTALL HVAC EQUIPMENT PER MANUFACTURERS RECOMMENDATION. DUCT BOARD EQUAL TO KNAUF 1 1/2". R-6, INSTALLED PER MANUFACTURERS INSTRUCTIONS. FLEXIBLE DUCT WORK EQUAL TO ATCO 76, R-6, CLASS 1 AIR DUCT. SEAL ALL DUCTWORK PER UL181P. PROVIDE A FIRE STAT IN THE RETURN AIR PLENUM OF ALL AIR HANDLING UNITS. MOUNT THERMOSTAT 60" ABOVE FLOOR. CONDENATE DRAIN LINE TO SPILL ON GRASS. G.C. TO PROVIDE UNDERSLAB DRAINS, CHASES, AND AIR HANDLER PLATFORMS. _ EXHAUST _ EXHAUST O FAN FAN + LIGHT = THERMOSTAT, MOUNTED AT 60" All ®= LENGHT OF DUCTWORK IN FEET _ AIR MIXING BOX HEIGHT 12x17x17xHEIGHT A=11" B=17" _ AIR MIXING BOX C=21" 14x16x16x12xHEIGHT ❑= AIR MIXING BOX 23x23xHEIGHT CARRIER SPLIT FURNACE AIR HANDLER MARK: AHU UNIT MODEL NUMBER: 58CVAl10 SUPPLY FAN CFM/SP: 1600/.4 SUPPLY FAN HP: 1/2 UNIT VOLTAGE: 120/1/60 UNIT DIMENSIONS HWD: 33x2lx29 UNIT WEIGHT: 140 LBS COIL MODEL: CNPHP4821ACA EXPANSION VALVE: CONDENSER MARK: CU UNIT MODEL NUMBER: 24ABA336AO03 UNIT VOLTAGE: 208/230/1/60 UNIT MCA/BREAKER: 27/40 UNIT DIMENSION HWD: 28x30x30 UNIT WEIGHT: 203 LBS TOTAL COOLING BTUH: 46,000 SENSIBLE COOLING BTUH: 36,800 TOTAL HEATING BTUH: 110,000 SEER/AFUE 13.5/0.8 CARRIER SPLIT HEAT PUMP AIR HANDLER MARK: AHU UNIT MODEL NUMBER: FV4BNF005 SUPPLY FAN CFM/SP: 875-1400/.4 SUPPLY FAN HP: 1/2 UNIT VOLTAGE: 208/230/1/60 UNIT DIMENSIONS HWD: 54x22x23 UNIT WEIGHT: 172 LBS HEATSTRIP KW: 10 HEATSTRIP MCR/BRKR.: 58.5/60 CONDENSER MARK: CU UNIT MODEL NUMBER: 25HBA348AO03 UNIT VOLTAGE: 208/230/1/60 UNIT MCA/BREAKER: 27/40 UNIT DIMENSION HWD: 310505 UNIT WEIGHT: 265 LBS OTAL COOLING BTUH: 47,000 ENSIBLE COOLING BTUH: 35,700 OTAL HEATING BTUH: 47,500 EER/HSPF 14.0/8.6 SCALE: 1/8" -1' • 11x17 i BLAC KPOI NT 1/4" - 1' • 22x34 FNABLFF) U Z Q }- m 0 j U J J J J J J Q 0 w �Z 0 Z Q m w U 0 J w X O w J L CO ❑❑❑❑❑ ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET HVAC PLAN I I 1 I I I 11 PIf'1_'iIr 1' 7111E M 11711@!'k!.I l !! —L!_ Tn A- ___I , , _ I _ II.-_-_ u.I. n! Cn O CD C_ Q Cn Cn T Q <C ON HE 0 I 0 h^, HE 35-0-0 • : 1 LLLJ W W W I W W W 18-4-0 - H ETA20 W LLLJ LLLJ W Ln � U C� U X1� CD r� C1 C3 C5 LINTEL B BLDR. Civ C3V of r- C5V IA07 1 11 11 6 CD 00 c� w ~_I Q � m M z J MGT GT A05 - - - - - - - - - - - - - - - - - - - - - - - - A04 - - - - - - - - - - - - - - - - - - - - - - - - -_--_--_ --- ------------------------ A03 ------------------------ - - - - - - - - - - - A01- - - - - - - - - - -- - -- - - - - A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A20 I A01 ________________________ AO 1 - - - - - - - - - - - - - - - - - - - - - - - - AO1 ----- - - - - -- ------ - - - - -- AO VAULTED CLG. ------------------------ ____________________ - - - - - - - - - - - - - - - - - - - - - - - - VAULTED CLG. AO - - - - - - - - - ---------- G_ -_ _ _ _ _ _ . _ AO _ - _ _ _ - - - - - - - - - - - - _ _ _ _ _ o o A01------------------------ - - - - - - - - - - - -- - - -- ---- - - - - - - - - - - ------- - -- - -- AO- ---------- - - - - - - - - - - ------------ ------------ - - - - - - - - - - - - ------ - - - - -- CD- �I A01_ - - - - - - - - - - - - - - - - - - - - - ___--__ __ - - - - - - - - - - - - - - - - - - - - - --_-----__ C� A20 Ao1 - _-_--_--_ -__-----__ AO1 - _ _ _:__ _:___:__ _ A08 - - - - - - - - - - - - H ETA2 A08 - - _ - _ _ _ A09 A10 --- -------- - - J Q Al _10' : CEItINC z Al2 _ _ _ L_,__I m VAULTEDCLG- ---- _ - _ - - -_ -- _ CD —' C01 2—PLY - - - - - - 606 E7V c5v C3V C1V — FEOZ- CD c� �w J � `r _ _ - - _ - - - - _Z B05 8' 0" FLAT CLG. EO _I _ CEILING_ B04 EO Q 3 B03 E01 z BO1 M !f U U U 7-0-0 I LUD 35-0-0 1 i 1 CUUL TRUSS LAYOUT TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) -ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. -ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. -ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. -CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. -IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. -CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. -ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. A01A A01A A01A A01A A01A VAULTED CLG. A01A A01 TRUSS LAYOUT — ELEVATION A 140 MPH w/WINDOW SEAT ELEVATION A — 140 MPH �.• Ix tP8� � 11,17 g�-••G S No 70 � - STATE OF ;6,•••40R V• �0'��s`s�0 N AL�r•• TAMIDA Cl VIL 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, RESI DEN TIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUE LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 4408 Airport Rd. Plant City,FI 33567 Phone: i 813 i 305-1300 Fax: ( 813 i 305-1301 1 • Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 26, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9• Temporary or permanent bracing is not included in truss package. 10• Erect trusses per BCSI-61 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. Q 0 11. It is the client's responsibility to cooridinate delivery dates with truss � plant. Truss delivery will be on the agreed upon date with truss plant. Q 12. Client to provide a marked location for delivery. Location must be �— accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's U discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By Approval Date Requested Delivery Date Loading: 37 PSF, Shingle 20 TOLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 T.C. Size 2 x 4 Wind Speed 140 mph / Exp.0 w Heel Hgt. 0-4-3 Mean Hgt. 15' Min. v Bearing 8" NOM. Building Cat. II � Cantilever 0 Importance Factor 1.00 N Overhang 12 " Enclosure : Enclosed L'J O.H. Cut PLUMB Enclosure Lanai Partially Enclosed Spacing 24 O.C. Enclosure Entry Partially Enclosed Lumber SYP Cn w z = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise 0 8'-0" Brg. Hgt. � w ® FRAME WALL 8'-0" BRG. HGT. U C/� 10'-0" Brg. Hgt. C6 M All Bearinq Heiqhts Above Finished Floor s� Client :INLAND HOME BUILDING GROUP Project z I Model: ROSEWOOD —A z L'-' Lot/ Subdivision/Street Address _J U County Date : 12-27-10 Scale NTS Plan Date : 8-3-10 Drawn By Sheet # 1 of 1 Probuild Job :# SCALE: 1/8' -1' • 11x17 PUBLACKPOINT 1/4' - 1' -a 22x34 N A B l (. � D Z Q J W Q U Z Q 10 j: O U J J m _J J _1 J J Q O W c p Z Q MEO J W m U u O j r^�r _ _ _ v! ❑ ❑❑❑❑ U Z o w w 0 Q w of c moo= o- a 0 J J Z_ Q Q U Z —J W 0 0 M W W 0 N Z 0 a p o NM m T = w (D o Z //♦ IZ Z 0Z J z 0 ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12/31/10 02105113 HE TA1 TRUSS PLAN 140MPH 1 1 1 1 1 u 1 1 1 i M C_ O C_ Q 1 0 O 0 CO (L) Cn Q Q 35-0-0 16-8-0 18-4-0 [HETA20 ti it n w w w w w w w w w w O CD C1 C3 C5 11 L TEL B11 BLDR. C1V O CD C5V A07 J 11 CD 00 U C:)C3V Q > m m ,�, z M GT GT A05 _ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ _ A04 - A03 ------------------------ A01 A01 A01- ----------- ------------ A01 A01-------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A20 A01 VAULTED CLG. _:_:_:_________________ VAULTED CLG. AO _ _ . . _ _ _ . _ 1 - _CEO- -G. - _ - _ _ _ _ _ A01 CO 0 - A01 - - - - - - - - - - - - - - - - - - - - - - - - O - - - - - - - - - - - - - - - - - - - - - O A01 - - - - - - - - - - - - - - - - - - - - - _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ I- Q0 AO ------------ ----------- A01 ______ _______ A08 - A08 _ _ _ _ H ETA2 A09 A10 Al 10' CEILING z — Al2 _ _ _ _ m VAULTED CLG. A 137___4 o —' CO 2—PLY - - - - - - IV \4 B06 E7V c5v C3V C1V H CD c� Ow J � EO --- --- B05 8'0"FLAT CLG. EO -� _ 10 C -I LON B04 EO Q 3 B03 E01 ZI Boll , 1--Ld U U U 7-0-0 w I LUD 1 35-0-0 I0YA TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) -ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. -ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. -ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. -CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. -IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. -CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. -ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT NIB 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. A01A A01A A01A A01A A01A VAULTED CLG. A01A A01 TRUSS LAYOUT — ELEVATION A 150 MPH w/WINDOW SEAT TRUSS LAYOUT - ELEVATION A - 150 MPH ����IIIlIf1/I ....• No 70658 �9 STATE OF `�� VC XV --....•• 7AMF'A CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 4408 Airport Rd. Plant City,FI 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 26, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9. Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI-81 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. Q 0 11. It is the client's responsibility to cooridinate delivery dates with truss plant. Truss delivery will be on the agreed upon date with truss plant. Q 12. Client to provide a marked location for delivery. Location must be �— accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. ##* Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By : Approval Date : Requested Delivery Date : Loading: 37 PSF, Shingle 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 Q T.C. Size 2 x 4 Wind Speed 150 mph / Exp.0 w Heel Hgt. : 0-4-3 Mean Hgt. 15' Min. Of U 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 V) Of w c' z Q = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise 0 8'-0" Brg. Hgt. CZ) ® FRAME WALL 8'-0" BRG. HGT. cn 10'-0" Brg. Hgt. c� All Bearina Heiahts Above Finished Floor w 0 z Client :INLAND HOME BUILDING GROUP Project o I Model: ROSEWOOD —A z z w J Lot/ Subdivision/Street Address U County Date : 12-27-10 Scale NTS Plan Date 8-3-10 Drawn By : Sheet # 1 of 1 Probuild Job :# SCALE: 1/8w = r • 11x17 BLACKPOINT 1/4" - 1' * 22x34 1 NABLLCJ U Z Q j-OU m J JJ J J W U_ J Q O 0 W Wp Q r m W U Q J U_ J O W J j ❑❑❑❑❑ U Z o ^ •� w Il � w O Q w of OC- a 0 J J Z 3r. Z z W 0 0 M ♦ /� C= CD W N Z O o_J O NM m 2 ~- w o Z aZ a /// oz _J Z O ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY — INLAND HOMES REVISION DATE 12131110 02105113 CD O I I O � o � 00 O M GT Cn N Cn C_ Cn C_ Q E O U U HETA20 C_ O � I C LC) T O O T �- HE A20 Q) n C!� Q� Cn 1y> C1 161 C5 E7V of C5V ab r` C3V C1V 35-0-0 16-8-0 18-4-0 Ln r` r` r` r` Li w w w w H ETA20 r- � � U w w w w w w LiC) LINTEL B BLDR. A07 o U w Q � m m UJ z_ J - A05 - - - - - - - - - - - - - - - - - - - - - - - A04- --------------------- A03 A02 ------------ A01- ----- - - - - ----------- - - -- ------------------------- ------------------------- A01 A01 ----------------"-------- A01 _ AO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ••--- - - - A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AO VAULTED CLG. _____________ - - - - - - - - - - - - - - - - - - - - - - - - VAULTED CLG. A01 __ 10'-CE[LNG_-________ A01 - - - - - - - - - - - - - - - - - - - - - - - - _ _ A01 - - - - - - - - - - - - - - - - "-" - - - ------------------------- ------------------------- A01 ------------------------- AO -------•----------------- AO "-------- AO ------------ ---------------"------- --- _ _ _ _ A08 -- - - - - -- - - -- A08 _ _ A09 - - - - - - - -- Z— A10 _ _-"_".". _ Q A11 = z Al :._____ _ _Z LJ L M VAULTED CLG. A13 <o COI 2-PLY B06 0 w J � Q -- - - -- 81 011 F\L CLG. Bo EO 10 _ C -I Li N G_ B04 EO __J 3 EO1 Z 801 >_ U U U 7-0-0 w -4- q,14 4-0- 20-8-0 35-0-0 1� A20 AZ_) nLIA20 TRUSS LAYOUT — ELEVATION A 2 1 2 CAR GARAGE OPTION TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) -ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. -ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. -ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. -CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. -IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. -CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. -ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS, CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. EMY CpV "Poik, ,....., 2: NO 70658 * 0 :-0 . STATE OF � 140 MPH 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, RESIDEN TIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 4408 Airport Rd. Plant City,Fl 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 26, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9. Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI—B1 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. Q 0 11. It is the client's responsibility to cooridinate delivery dates with truss � plant. Truss delivery will be on the agreed upon date with truss plant. ¢ 12. Client to provide a marked location for delivery. Location must be — accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. "' Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By : Approval Date : Requested Delivery Date : Loading: 37 PSF, Shingle 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 ¢ T.C. Size 2 x 4 Wind Speed 140 mph / Exp.0 w F— Heel Hgt. 0-4-3 Mean Hgt. 15' Min. E U Bearing 8" NOM. Building Cat. II 2f 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 V) w z = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise LLJ 0 8'-0" Brg. Hgt. o ® FRAME WALL 8'-0" BRG. HGT. z C) C/1) 10'-0" Brg. Hgt. 6 m All Bearinq Heights Above Finished Floor Un W 0 Z Client :INLAND HOME BUILDING GROUP Project : I Model: ROSEWOOD —A Z Z w Lot/ Subdivision/Street Address U County Z Q J CE CL a U Z Q j-OUJJ m LL J J J W— a p Z Q r Q J W W J x J m U U_ O 2 2 2 ❑ ❑ ❑ ❑ ❑ U Z in w CL. � w V) O Q w o: N O 0 0 a 0 J Z_ Q � U z D W Q 0 m V , 0 W z O O NM m _ w o Z �Z < /// o z J Z 0 ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 92/39/90 02105113 Date 12-27-10 Scale NTS Plan Date 8-3-10 Drawn By : Sheet # 1 of 1 Probuild Job :# SCALE: T S LAN 1/8' - 1' 11x17 d BLACKPOINT 140M 1/4" — 1' w 22x34 L NAB[ E D Q) Q) O Q) Cn Cn N 0 C_ Cn 0 O C_ C-) Cn W C!� ti> Cl 0 CD of C3 o I � °O C5 GT � H EITA2 0 CD I O r� Ln H EFA2 0 E7V of C5V Cb I� C3V CiV 35-0-0 16-8-0 18-4-0 rn u7 r\ r` r` r` w w w w w H ETA20 r` I,- � � Ln r w w w w w w w U U c� LINTEL 131 BLDR. A07 J C� L� O Cb O o w J � Q m M L'J w _' - A05- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A04- ------------ - - - - -- --- A03 A01_____________________ A01 A01 - _ _ - _ _ _ _ _ _ - _ _ _ A01 ----------- - - - - - - - - - - - - ------------ - - - - - - - - - - - - Ao1 VAULTED CLG. _________________ VAULTED CLG. Aol __________________10'- CEILING_-_-_-_-_-_-_-_-_- A01 - - - - - - - - - - - - - - - - - - - - - - - A01 A01 A01 ------------ ------------ AO1 _--__ _ -_ ____________ A01 A08 A09 _ _ - - A10 A11 _10-'CEILING : _ z Al2 m VAULTED CLG._ A13 :-:-_-_-_ --_ o Col 2-PLY 606 J c� 0 Lie � J Q - .-.- - =__ PZ 8' 0" F CLG. Bo EO _ 0' _ C I Lt N G_ B04 EO Q 3 3 E01 Z B01 > 7-0-0 w 3 —4— 4-0— 20-8-0 35-0-0 11 J, O 0 F / lL) nLIA20 TRUSS LAYOUT — ELEVATION A — 150 MPH O O 0 TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) -ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. -ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. -ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. -CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. -IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. -CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. -ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED, FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. , 11�Y ICE 4 IE No 70658 do :� • STATE OF •:4 4 O ••••, �,�. �'�., • N A% - #/fells 2 112 CAR GARAGE OPTION TAMPA C'101- DF" 1GN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 4408 Airport Rd. Plant City,FI 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 26, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9. Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI-81 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. J a 0 11. It is the client's responsibility to cooridinate delivery dates with truss plant. Truss delivery will be on the agreed upon date with truss plant. Q 12. Client to provide a marked location for delivery. Location must be �— accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's iJ discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. 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 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 T.C. Size 2 x 4 Wind Speed 150 mph / Exp.0 w Heel Hgt. 0-4-3 Mean Hgt. 15' Min. v Bearing 8" NOM. Building Cat. II � Cantilever 0 Importance Factor 1.00 (f) Overhang 12" Enclosure Enclosed UJI O.H. Cut PLUMB Enclosure Lanai Partially Enclosed Spacing 24" O.C. Enclosure Entry Partially Enclosed Lumber SYP V) w CD a = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise J 0 8'-0" Brg. Hgt. ® FRAME WALL 8'-0" BRG. HGT. N ® 10'-0" Brg. Hgt. c� M All Bearing Heiqhts Above Finished Floor V) w 0 z Client :INLAND HOME BUILDING GROUP Project : o� I Model: ROSEWOOD -A z z w Lot/ Subdivision/Street Address J U B County U Z Q j= O U J J in J J J J � J Q p W p ZZ Q Q WE J W m0 IIZ 0 � ❑ ❑ ❑ ❑ ❑ U Z_ a ^ Lf l- O W � w V) O Q w a- Cr 0 0 V 0 it J J Z Q Q � � z W o_ W Cl) 0 c� 0 W 0 n z O 0� NM m T � w CD O Z �Z < % C) z _J Z 0 ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET Date 12-27-10 Scale NTS Plan Date 8-3-10 Drawn By : Sheet # 1 of 1 Probuild Job :# SCALE: S PL A N 1/8' -1' -a11x17 BLACKPOINT MPH 1/4" - 1' w 22x34 E PSI A, B 1 -_ D Cn N En C_ CD U U CD i C_ i GO .3: 0 7D CD O S —+—... CIS (a) Cn T Q) Cn Q Q C1 O of o C3 O I � °O C5 GT H IJA2 0 O I Ln H EFA20 E7V Co C5V 00 r C3V C1V PM 35-0-0 16-8-0 18-4-0 c� c� U w w Li w w HETA20 Liw w w w w w CD CD c� LINTEL B BLDR. A07 o 00 U � w J Q m m Li —' A05 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A04 - --------- - - - - -- A03------- ---------------- A02- ---- - - - - -- ---- - - - - -- AD- A01 ---------- __-_-____ - - --- --- ------------ - -- --- -- --- - - _ _ ------------------------- AD1 ------------ ----------- A01 ------------------------- A01 ----- - - - - - - - - - - - - ----------- - - - - - - - - - - - - -------------------- ------------------------- AD - - - - - - - - - - - - - - - - - - - - A01 VAULTED CLG. ____________________ - - - - - - - - - - - - - - - - - - - - - - - - VAULTED CLG. Ao1 --------------=---10'-_CEILII4G_-_ A01_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ A01- ----------- ------------ A01- - - - - - - - - - - - - - - - - - - - - - - ------------------------- A01 ------------------------- ------------------------- A01 ADI ________________________ _ ____-_- _-__--__ _ A08 A08 _ _ _ _ A10 — A11 _10'_ CEIUNC _ z Al2 . _ _ _ _ _ m VAULTED CLG. A13 o —' C01 2—PLY B06 iJ 0 W Q EO B05 8' 0' LAT CLG. EO C -I Li N G_ B04 EOJ Q B03 E01 z B r-) Ln c� U CD 7-0-0 —4— 4-0— 20-8-0 35-0-0 l L) i-1 L I M/ U TRUSS LAYOUT O O CD r` O O r� Co TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) —ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. —ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. —ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. —CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. —IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. —CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. —ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE—ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE—ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED, FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE—ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. ��lIIIIIf### ��. P'E,•......, lid,, . %i� No 70658 -0 6 STATE OF - ELEVATION A - 140 MPH 3 CAR GARAGE OPTION 0 TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 4408 Airport Rd. Plant City,Fl 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 20 or 26, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9• Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI-81 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. 0 11. It is the client's responsibility to cooridinate delivery dates with truss plant. Truss delivery will be on the agreed upon date with truss plant. Q 12. Client to provide a marked location for delivery. Location must be accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's 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 that you have reviewed this placement plan in its Entirety. Approved By : Approval Date : Requested Delivery Date : Loading: 37 PSF, Shingle 20 TOLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 T.C. Size 2 x 4 Wind Speed 140 mph / Exp.0 w Heel Hgt. 0-4-3 Mean Hgt. 15' Min. F U Bearing 8" NOM. Building Cat. II � Cantilever 0 Importance Factor 1.00 in Overhang 12" Enclosure : Enclosed L' O.H. Cut PLUMB Enclosure Lanai Partially Enclosed Spacing 24" O.C. Enclosure Entry Partially Enclosed Lumber SYP LL, CD z = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise LIJ 8'-0" Brg. Hgt. o ® FRAME WALL 8'-0" BRG. HGT. U ® 10'-0" Brg. Hgt. c-� rn All Bearina Heights Above Finished Floor V) w 0 z Client :INLAND HOME BUILDING GROUP Project : LE) I Model: ROSEWOOD —A z z w Lot/ Subdivision/Street Address U County Date Plan Date : 12-27-10 8-3-10 Scale NTS Drawn By Sheet # 1 of 1 Probuild Job :# SCALE: 1/8' -1' 11A7 Ob BLAC OI NT 1/4" - 1' 22x34 E r� L F 1) Z Q J W Q U Z Q >- m O U J J J J J LL J < Q O L(—I 10Z Q Q r m0LLOj W J W W J D ❑ ❑ ❑ ❑ ❑ U Z _ o w w CL > a: Dw O Q w a: moo= 0 a 0 J Z_ \" V L] z 0 m V, 0 cW z O N in in w 2 � 0 _ Z ` CL z Q //� oz J Z 0— ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 TA5 TRUSS PLAN 140MPH c- Q E O C_ C_ 0 O Cl O O I C3 I O o I I � °O C 5 GT -� HITA20 O I O rn Ln H EITA2 0 E7V o C5V 00 rI C3V C1V 35-0-0 16-8-0 18-4-0 rn u7 r\ r` r` r` c3 cC-)C- w w w w w [HETA20 r` f w w w w w w LINTEL 131 BLDR. N92� A07 U o 00 J U w J Q m m � z_ —' A05 _ _ _ _ _ _ _ _ _ A04- - - - - - - - - - - - - - - - - A03 A02- - - - - - - - - A01- 11 . - - - -- - - -. -. - . -. - - -- -- - - -. -- A01 AO ------------ ----------- A01 ------------ - - - - - - - - - - - - ------------ - - - - - - - - - - - - A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Aol VAULTED CLG. - _________________ - - - - - - - - - - - - - - - - - - - - - - - - VAULTED CLG. AO _ _ _ _ _ _ _ _ _ 1 - -CEILI�- _ - _ _ _ _ _ _ _ _ A01 - - - - - - - - - - - - - - - - - - - - - - - - _ A01 A01------------------------ AID ___ A01 -------- ----------------------- ----------- A08 A09 A10 _ _ _ _ _ _ - _ J A11 - _ 10'_ CEILING _ z Al2 _ _ _ _ _ _ w m VAULTED CLG. A13 _ o C01 2-PLY - - - - - - B06 t4=D . . . 8' 0' LAT CLG. Boy EO _1 O' _ C I L� N G_ B04 EO 03 E01 Z g rl-) L U U U 7-0-0 —4— 4-0— 20-8-0 35-0-0 1 TRUSS LAYOUT 3 CAR GARAGE O O I O I` — ELEVATION A OPTION TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) -ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. -ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. -ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. -CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. -IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. -CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. -ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. 150 MPH MY coo i it TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT 1 HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 4408 Airport Rd. Plant City,Fl 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 I. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 26, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9. Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI-81 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. Q 0 11. It is the client's responsibility to cooridinate delivery dates with truss Ca- plant. Truss delivery will be on the agreed upon date with truss plant. Q 12. Client to provide a marked location for delivery. Location must be accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's 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 that 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 8CDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 ¢ T.C. Size 2 x 4 Wind Speed 150 mph / Exp.0 w 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 Of w z = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise LLJ 0 8'-0" Brg. Hgt. L Li® FRAME WALL 8'-0" BRG. HGT. U N 10'-0" Brg. Hgt. 6 Or: m All Bearina Heiahts Above Finished Floor Client :INLAND HOME BUILDING GROUP Project : LEI Model: ROSEWOOD -A z L'' Lot/ Subdivision/Street Address J U County Date Plan Date : 12-27-10 8-3-10 Scale NTS Drawn By Sheet # 1 of 1 Probuild Job 4 SCALE: 1/8" - 1' • 11X17 BLACKPOINT 1/4" - 1' • 22x34 E N A B 1 F D U Z Q j� - OUJJ m J j J J 0 J Q 0 W— i p Z Q r 0 W U LE O m 2 = 2 CO ❑ ❑ ❑ ❑ ❑ U Z a. o w Of Dw 0 0 cc a= moo~ N c� 0J it J Z Q � U z D Q_ 0 c w a- W 0 r7 z 0 � 0mn NM w _ o Z a ` a- z oz J Z O ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12/31/10 02105113 SHEET rSS AN 150MP O L� +,J CD Cn Q.) Cn Q Q FA O O r 0 INS. •�s • r� U C-) U w W W W W 35-0-0 W — H ETA20 w w w C1 C3 C5 LINTEL BY BI.DR. CiV C3V C5V U Li -, 0 J U o w � m m w z J AU M GTao6 - - - - - - - - - - - - M GT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A04 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A03 A02 - -------------- -- -- - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 ---------- - - - - - - - - - --- --- - - - A01 - - - - - - - - - - - - - - - - - - - - - - A01 TA20 - - - - - - - - - - - - - - - - - - - - - :_____:__ - - - - - - - - - - - - - - - - - :__-------__ A01 - - - - - - - - - - - - - - - - - - - - - - A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - _ _ 10' _ - - - - - - - - - - EI L I NG _ _ _ _ _ _ _ _ o A01- VAULTED CLG. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - VAULTED CLG. I O A01 A01- - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - A01 A01 - - - - - - - A08 - - - - - - - - - - - A08 - - - - - - A09 - - - - - - - - - - - - - J A09 U m HTS20 A09 - - - - - CD 8' FLAT CLG. A10 - I.,J A10 A10 VAULTED CLG. A10 - _ _ - - _ All 8' CLG. 10-4-0 1 35-0-0 / i 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 HTU26. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. A01 A01 A01 A01 A01 A01 TRUSS LAYOUT — ELEVATION C 140 MPH w/WINDOW SEAT TRUSS LAYOUT — ELEVATION 0 MPH 11 CIO 16, �i No 70658 * r .. �- STATE OF •O• f; OR� TAMPA CIVIL 0EEIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70M I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 4408 Airport Rd. Plant City,Fl 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1 • Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 20 or 2x6, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9• Temporary or permanent bracing is not included in truss package. 10• Erect trusses per BCSI-81 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. J Q p 11. It is the client's responsibility to cooridinate delivery dates with truss plant. Truss delivery will be on the agreed upon date with truss plant. fl- 12. Client to provide a marked location for delivery. Location must be ►— accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's iJ discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. 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 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 12 Design Method FBC-2010 / TPI-2007 T.C.i . Size x 2 4 Wind Speed 140 mph / Exp.0 w Heel Hgt. 0-4-3 Mean Hgt. 15' Min. E Bearing 8" NOM. Building Cat. II Cantilever 0 Importance Factor 1.00 En Overhang • 12 Enclosure : Enclosed w O.H. Cut PLUMB Enclosure Lanai Partially Enclosed Spacing : 24" O.C. Enclosure Entry Partially Enclosed Lumber SYP Cn Of w CD z = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise w � 8'-0" Brg. Hgt. 0 w Cn � ,Y, All Bearina Heiahts Above Finished Floor w 0 z Client :INLAND HOME BUILDING GROUP Project 'o I Model: ROSEWOOD-C z Lot/ Subdivision/Street Address U El­ County Z Q J co Q U Z Q j:.00JJ m J J J O J Q p � W p Z Q r 0 W W J IIX: J m0Ul0-J vJ ❑ ❑❑❑❑ U Z •- n LL o w ui Dw O C)w a- oC� Ln O J J Z_ Q Q (3 z J n W 0 m r n co W M v, o N Z ON o_J mM _ � w o ct Z ` //♦ CL Z 0 Q % z Z O ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHE Date 12-27-10 Scale NTS Plan Date 8-3-1 0 Drawn By Sheet # : 1 of 1 Probuild Job :# SCALE: 7;_ SS P N 1/8" — T • 11x17 PUBLACKPOINT L 140MP 1/4' - 1' 22x34 [ -NAB 1 H-) s. 1'� N P�l O O • • HE 35-0-0 16-8-0 18-4-0 H ETA20 v v Ln w w w w w w w w w Wi r �w ?w v v c� C1 C3 C5 LINT BY B11DR. C1V C3V C5V J U Li 0 � o w I � m m w z AU/ M Gros A - - - - - - - - - - - - - - - - - - - - M GT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A04 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A03 - - - - - - - - - - A02 _ _ _ _ _ _ _ _ _ _T I A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - - - - - AO1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 - - - - - - - - - - - - - - - - - - - - A01- A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 -10'-EILII�G-____-__ CD A01 VAULTED CLG. VAULTED CLG. I A01___ ________________ ______________________ A01 AD A2901 ---- - - - - -- ---------------------- ----------------------- ----- - - - - -- AO1 - - - - - - - - - - A08 - - - - - - - ------- H 20 - - - - ---- A08 _ A09 - - - - - - - A09 C� A09 -_.-. . -_ L� m A09 CD J 8' FLAT CLG. A10 A10 - A10 VAULTED CLG. A10 - - - - - _ All 8' CLG. l 35-0-0 TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) —ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. -ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. -ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. -CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. -IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. -CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. � -ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. 9 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. AO AID1 AO AO AO A01 TRUSS LAYOUT — ELEVATION C 150 MPH w/WINDOW SEAT TRUSS LAYOUT — E L EVAT I � v MY COU''L, No 70658 . :ct- o STATE OF ��UJ ON A 048111111110 TaMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 4408 Airport Rd. Plant City,Fl 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1 • Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 20 or 26, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9• Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI-81 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. Q 0 11. It is the client's responsibility to cooridinate delivery dates with truss plant. Truss delivery will be on the agreed upon date with truss plant. Cl- 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 CD discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By : Approval Date : Requested Delivery Date : Loading: 37 PSF, Shingle 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 T.C. Size 2 x 4 Wind Speed 150 mph / Exp.0 w Heel Hgt. 0-4-3 Mean Hgt. 15' Min. Q:� U 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 orf w z = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise w 8'-0" Brg. Hgt. 0 w U N WE All Bearinq Heiqhts Above Finished Floor Client :INLAND HOME BUILDING GROUP Project : I Model: ROSEWOOD—C f— z Lot/ Subdivision/Street Address J U 9 County Date : 12-27-10 Scale NTS Plan Date 8-3-10 Drawn By : Sheet # : 1 of 1 Probuild Job :# SCALE: 1/8" -1' 11x17 / BLACKPOINT 1/4" - 1' 22x34 E N A B l_ E_ C) 0 Q j=OUJJ m J J J 0 LL J Q 0 > W 10Z 1W Q m0L.O-j W 0 J IX: J DCOv, ❑ ❑ ❑❑ ❑ U Z n ^ LL o w � w O Q w a✓ O 0 of 0 J J Z Q Z Z o_ W 0 M W Cl) c� 0 W o NZ O aC) N � m _ � w S � cD o Z a-Z a % oz _j z 0 ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET M W4LV►u N E O U Cn O II _0 HE a 16-8-0 HETA20- Ill-) � U U U W W W W y 35-0-0 11161101=1 LLJ Lit LLJ W W W LJ W U U U C1 C3 C5 LINTEI I BY BLDIJ. If C1V C 3V C 5V c� `-' co C-D `-' w J Q > 0 m J z J AU MG�6 MGT ----------------- - -- - - - - - - - - - - - - - - - - - - - - A05 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A04 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A03 - - - --------------------- --------------------- --------------------- A02 _ _ _ _ _ _ _ _ _ _ _ _ _ _ A01- - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - AO - - - - - - - - - - --------------------- --------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 - - - - - --------------------- --------------------- --------------------- - - - - - - - A01- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A01 _________________10-_C IL-ING____ o A01 VAULTED CLG. - - -- -- -- -- -- -- - -- --- - _ _-_ _ _ _ _ _ _ VAULTED CLG. of I� AO _ _ _ _ _ _ _ _ --------------------- --------------------- _ _ _ _ _ _ A01 - --------------------- - AO 1 A2�01 ---------------- ---- AO - - - - - - _______ __ (2) A08 A08A --- - -- HTS20ell, - o A09 A09 - - - - - - - A09 r 0 J 8' F CLG. A10 A10 - A10 VAULTED CLG. - - - - -- _ _ _ _ A11 8' CLG. 10-4-0 1 35-0-0 1 : 1 ��Y 1 HETA20 TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) —ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. —ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. —ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. —CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. —IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. —CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE—ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE—ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE—ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. �(2) HETA20 TRUSS LAYOUT — ELEVATIOf� � 2 1 2 CAR GARAGE OPTION MPH CO E ........ (/ o •��� �tiQ:•�G E N SF'C�+k7i No 70658 �9 STATE OF ' SS �O N Aill %E�. TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 4408 Airport Rd. Plant City,FI 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2A or 2x6, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9• Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI—B1 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. Q O 11. It is the client's responsibility to cooridinate delivery dates with truss plant. Truss delivery will be on the agreed upon date with truss plant. 12. Client to provide a marked location for delivery. Location must be �— accessible, level and clear of materials and debris. In lieu of this, z w trusses will be delivered in the best available location at our driver's v discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. "" Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By Approval Date : Requested Delivery Date : Loading: 37 PSF, Shingle 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 T.C. Size 2 x 4 Wind Speed 140 mph / Exp.0 w Heel Hgt. 0-4-3 Mean Hgt. 15' Min. � Bearing 8" NOM. Building Cat. II � Cantilever 0 Importance Factor 1.00 � Overhang : 12 Enclosure Enclosed '-'-' O.H. Cut PLUMB Enclosure Lanai Partially Enclosed Spacing 24" O.C. Enclosure Entry Partially Enclosed Lumber SYP Of w z Q = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise 0 8'-0" Brg. Hgt. 0 w U Cn c� M All Bearinq Heights Above Finished Floor si Client :INLAND HOME BUILDING GROUP Project : E' I Model: ROSEWOOD—C z z `' Lot/ Subdivision/Street Address J U County Date : 12-27-10 Scale NTS Plan Date 8-3-10 Drawn By Sheet # 1 of 1 Probuild Job :# SCALE: 1/8" -1' . 11x17 BLACKPOINT 1/4" - 1' -a 22x34 EN/A,BLFD U Z Q >'•=OUJJ m � J J J J Q O WQoZQ F n W � W i M � m U E O J D2 2 3:2 COv❑ ❑ ❑❑ ❑ U Z n � LL 0 w � w O Q w a` oc� N O J J Z Q Q Z Z Dm W Q D 0 W V, 0 0 W o r7 z O m _ �. w F- cD o Z a aZ oz _J Z 0 —1 ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 EET T3 TRU AN OM U� Cn N Cn .3: i C C I HE 35-0-0 16-8-0 18-4-0 HETA20 r" Ln r- � r- � � ' r- NO w w w w w w w w w w w w U c U X1 11 11 11/ 11— 11 11 10-4-0 -0- 35-0-0 1 : 1 021 0 HETA20 �(2) HETA20 ,)TRUSS LAYOUT — ELEVATIOf\ 2 1 2 CAR GARAGE OPTION TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) —ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. —ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. —ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. —CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. —IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. —CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. —ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE—ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE—ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE—ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. C — 150 MPH EN1Y COV ,-**,44.4 •;•.. 46 No 70658 ' : *�� STATE OF •; TAMPA CIVIL DESICN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER X 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONE Y 4408 Airport Rd. Plant City,FI 33567 Phone: ( 813) 305-1300 Fax: ( 813 ) 305-1301 1 • Client to review overall placement plan including dimensions, roof and ceiling conditions, top chord size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown ore to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 26, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9• Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI—B1 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. p 11. It is the client's responsibility to cooridinate delivery dates with truss a_ plant. Truss delivery will be on the agreed upon date with truss plant. 12. Client to provide a marked location for delivery. Location must be 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 v discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By Approval Date Requested Delivery Date Loading: 37 PSF, Shingle 20 TCLL, 7 TCDI, 0 8CLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 Q T.C. Size 2 x 4 Wind Speed 150 mph / Exp.0 w Heel Hgt. 0-4-3 ,— Mean Hgt. 15' Min. � Bearing 8" NOM. Building Cat. II Cantilever 0 � Importance Factor 1.00 w Overhang 12 Enclosure Enclosed C) Spacing Cut PLUMB Enclosure Lanai Partially Enclosed Spacing 24. O.C. Enclosure Entry Partially Enclosed Lumber SYP w CD z Q = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise 0 8'-0" Brg, Hgt. a w C) N CD Of m, All Bearina Heiahts Above Finished Floor w O z Client :INLAND HOME BUILDING GROUP Project : o� I Model: ROSEWOOD-C z L`J Lot/ Subdivision/Street Address U I County Date :12-27-10 Scale NTS Plan Date 8-3-10 Drawn By Sheet # 1 of 1 Probuild Job 4 SCALE; 1/8" -1' • 11x17 Ob, BLACKPOINT 1/4" - 1' a 22x34 E N A, B I_ E 1) Z Q J CL Ir 'W H Q U Z Q oC U U J m J J J J IL J J Q O W c p Z Q Q W W J � J m0u.O? �D 2 V2 2 J ❑ ❑❑❑❑ U Z o w ^ LL > a- D w V) O Q w o- � N Oc� of a 0 J Z Q Z Z WZ) 0 af m Cl) 0 c� W r7 z O Om NM _ � w CD o Z ` a- z �� a /// oz J Z O ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY r___1N_5ND HOMES REVISION DATE 12131110 02/05/13 SHEET rRus-AMN 75AWPf%k I 1 1 II. 1.1 1 r 1 1 no N 70 O Cn Q) V) co Cl O o C� C� A0_ A04 AO� A 0 2 A01 AO AO A01 A01 AO AO A01 A01 '00 A01 AO A01 HE A2�a A01 A08 AOSA A09 A09 A09 A09 A10 AiQ A1C A1C All O 916=1a�1 16-8-0 18-4-0 H ETA20 rr4,) In r- r w w w w w r- r- r- r- r- r- w w Li w w w w LINTEI I BY CD ~ � 00 � w � m m z J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ -10' C IL-ING _ _ _ _ _ _ VAULTED CLG. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ VAULTED CLG. ---------- ---------- _ CD -_- Iz l, 8' F CLG. VAULTED CLG. _ _ 8' CLG. B01 10-4-0 4-0- 20-8-0 35-0-0 l(L) FlE-I/-iLV nTRUSS LAYOUT — ELE� 3 CAR GARAGE OPTION TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) -ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. -ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. -ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. -CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. -IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. -CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. -ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. TON C — 140 MPH 3 24014Y CO �3 GEMS No 70658 Z r � r ir r � STATE OF : UJ Z ��i�s •'•••....•• i 6111/0 N AO c ,••% TAMPA CIVIL DESI CN 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, REST DEN TI AL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 4408 Airport Rd. Plant City,FI 33567 Phone: ( 813 ) 305-1300 Fax: ( 813 ) 305-1301 1. Client to review overall placement plan including dimensions, roof and ceiling conditions, top chard size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 20 or 24, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9• Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI-81 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. Q p 11. It is the client's responsibility to cooridinate delivery dates with truss Of plant. Truss delivery will be on the agreed upon date with truss plant. 12. Client to provide a marked location for delivery. Location must be 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 discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. *** Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By Approval Date : Requested Delivery Date Loading: 37 PSF, Shingle 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 T.C. Size 2 x 4 Wind Speed 140 mph / Exp.0 w Heel Hgt. 0-4-3 Mean Hgt. 15' Min. Of 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 W w CD Z Q = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise 0 8'-0" Brg. Hgt. 0 w U Cn C7 M All Bearinq Heiqhts Above Finished Floor Client :INLAND HOME BUILDING GROUP Project : Z I Model: ROSEWOOD-C Z Lot/ Subdivision/Street Address U County mi Date : 12-27-10 Scale NTS Plan Date 8-3-1 O Drown By : Sheet # 1 of 1 Probuild Job :# SCALE: 1/8" -1' • 11x17 PUBLACKPOINT 1/4" - 1' * 22x34 ENABLFT) 0 Z Q m O U J J J _J J U_ a W � p Z I Q Z m W U O IX: O J CO ❑ ❑ ❑❑ ❑ U Z LL o � Dw 0 Q w 0 V)_ c0 0 J J Z_ Q Q � U z W Q 0 m W 0 17 Z 0 0� NM m _ � w 0 o Z Q % aZ oz J z 0 ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 ET PSSIPLAN 40 H ti Q� 0 o f� C1 C3 CE - -� AOF Cn Cn A04 AO� W —+J AO2 A01 O AO E O AO U O A01 AO M AO ' AO A01 � A01 o A01 oI O c0 AO a� A01 H E A201 � Q AO Cn U) A08 Cn s— A08A A09 Cn V) A09 Q A09 A09 A1C A1C A1C A1C Al • a r M PM 35-0-0 16-8-0 18-4-0 H ETA20 r1r) LC) r- U U U w w Liw w U-) w w w w w w w U U U LINTEI. BY U ~ Li 00 U a w J m m Z J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -10' -C 1L-ING_ _ _ _-- _ _ _- VAULTED CLG. _ _ _ _ _ _ _ _ _ _ _ _ _ _ VAULTED CLG. -------------------- HTS20 _X - -:0C C-D - - - - - - l 0 0 J 8' F CLG. VAULTED CLG. _ _ _ _ FF8' CLG. B01 10-4-0 4-0- 20-8-0 35-0-0 �L) 1­11LI /1LU 1 TRUSS LAYOUT — ELEVAT 0 3 CAR GARAGE OPTION TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) —ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. —ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. —ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. —CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. —IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. —CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. —ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE HTU26. ALL PRE—ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE—ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE—ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. 150 MPH r�lr;yl , t = No 70658 STATE ' a .O : OF �v. OVA' TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y 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 chard size, overhang / cantilever lengths,heel heights, bearing & non —bearing wall locations and heights. 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ceiling or attic mounted. It is the client's responsibility to inform truss plant of locations, size, and weights. 4. Client to review special conditions; such as beam loads, dropped soffit loads and skylite locations to ensure proper truss design / placement. 5. Ceiling drops and valleys not shown are to be field framed by client. 6. Hip and corner jacks not cut are to be cut in the field by others. 7. Overhangs are 20 or 26, no blocking is applied. 8. Overhangs are considered wild, cut to fit in field. 9• Temporary or permanent bracing is not included in truss package. 10. Erect trusses per BCSI-01 Summary Sheet. Prior to erecting trusses refer to sealed truss enginering sheets for additional important info. J Q p 11. It is the client's responsibility to cooridinate delivery dates with truss � plant. Truss delivery will be on the agreed upon date with truss plant. CL 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, trusses will be delivered in the best available location at our driver's cJ� discretion. No charges will be accepted if above criteria is not met. 13. All truss repairs must be coordinated thru the truss plant. Do Not Cut Any Trusses before contacting truss plant with specifics of problem. 14. No back charges or crane charges of any kind will be accepted unless specifically approved in writing by truss plant management. 15. Note: One approved layout must be returned to truss plant before fabrication / scheduling. 16. •" Upon signing you agree that you have reviewed this placement plan in its Entirety. Approved By Approval Date : Requested Delivery Date Loading: 37 PSF, Shingle 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL DOL=1.25 T.C. Pitch 6 / 12 Wind Code MWFRS / ASCE 7-10 B.C. Pitch 3 / 12 Design Method FBC-2010 / TPI-2007 a T.C. Size 2 x 4 Wind Speed 150 mph / Exp.0 w Heel Hgt. 0-4-3 Mean Hgt. 15' Min. ft: Bearing 8" NOM. Building Cat. II � Cantilever 0 Importance Factor 1.00 in Overhang • 12 Enclosure Enclosed O.H. Cut PLUMB Enclosure Lanai Partially Enclosed Spacing : 24" O.C. Enclosure Entry Partially Enclosed Lumber SYP Cn w z = Hangers are Manufactured by Simpson Strong Tie unless noted otherwise LLJ 0 8'-0" Brg. Hgt. 0 w U cD Cn w 0 z All Bearina Heiahts Above Finished Floor Client :INLAND HOME BUILDING GROUP Project : (Ed Model: ROSEWOOD—C z z L`' Lot/ Subdivision/Street Address J U I County Date :12-27-10 Scale NTS Plan Date 8-3-10 Drawn By Sheet # : 1 of 1 Probuild Job :# SCALE: 1/8" -1' -a 11A7 FU BLACKPOINT 1/4"-1'a22x34 FNABFFD Z Q J Cr IL Q U Z Q 0 j=OUP-J m - J -1 J 0 _J Q p � W Q p Z Q �Z°CIW �W�°CJ m U W O 2 2 2 �❑❑❑❑❑ U Z o w C1 > a' w O Q w a' cr N Oc� J a 0 J Z 0 � � Z W D 0 m Cl)r co W o n z o� O N in in w o 0 Z ooz Z r AQ � J z 0 ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 rs PL1 50MPH J 1 J" THICK 1" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESSES OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS IS TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FLORIDA BUILDING CODE R703.6.1 AND ASTM C926. TEXTURED 3 77=1 -0 SAND FINISH DTI TYPICAL ROOF ALUM. SOFFIT VENT 1 X6 SUB FASCIA MTL. DRIP EDGE 2X6 FASCIA @SOFFIT DTL. NO SCALE 10" " THK. LINE OF EXTERIOR D FINISH FINISH — I E I FRONT VIEW (ELEV A ONLY) 11"KEYSTONE DTL. 1 1 2 7=1 -0 E ROOF VENT DTL. NO SCALE KEYSTONE—/ ADJACENT BANDING PLAN VIEW, �„ S-0" F SMOOTH FINISH � EPS SHUTER DTL. 1 2 =1 -0 ,;0 STATE �,�SS►��NA88A111�1110 ��,,•�. TAMPA CIVIL DESIGN JEREMY COUCH, P.E. PROFESSIONAL ENGINEER X 70658 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y BLAC KPOI NT FNAHI FD U z Q 10 . cr U U J );L LL J 0 � Q Q Q u w 0 I Z 0 W m0uu_0 D ❑❑❑❑❑ U z _ ^- LL o w > D w (f) 0/ Q w a: r� o N F- V O J J z Q Q U z --� W 0 m r) c� W v 0 N Z 0 p� N� m T F-- w cD o z Q % a� � Z z O ISSUE DATE MARCH 2O07 DRAWN BY SIMPAD DESIGN BY INLAND HOMES REVISION DATE 12131110 02105113 SHEET D 1 CONS TRUC TION 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 C INT. PRESSURE COEF. ROOF HEIGHT 15 ROOF DLOPE 25 EXPOSURE Dj. COEFF. 1.21 AREA (SF) POSIT VE (PSF) NEGATIVE (PSF) 1 -57.1 15 41.7 -55.2 20 40.8 -53.2 25 40.4 - 2 4 30 39. - 1.5 25 39.5 -50.7 40 39.1 -50.0 45 38.7 -4.1 50 38.2 -4 .2 75 37.3 -46.3 100 36. -44.4 500 1 31.8 -35.5 ALL GARAGE D00FUaFVj_L HAVE A AREA (W-) POSITIVE (PSF) NEGATIVE (PSF) 56 38.0 -47.7 112 36. COMPONENTS AND CLADDING ROOF AREA (SFT- POSITIVE (PSF) NEGATIV 10 24.6 -100.6 20 22.4 -94.0 50 19.5 100 17. -78.8 _ WALLS AREA (SF) POSITIVE (PSF) NEGATIVE (PSF) 10 42.7 -57.1 20 40.8 -53.2 50 38.2 48.2 100 36.3 -44.4 _ 500 31. - 5.5 OVERHANGS (PSF) -133.83 CONNECTOR SCHEDULE UPLIFT CAPACITIES ARE BASED ON SOUTHERN YELLOW PINE (S.Y.P.) SIMPSON ID QTY. CONNECTOR UPLIFT FASTENERS T1 1 HTSM16,20 1175 (8) 1OD W/ (4) 1AN2 1/4" TITEN T2 1 T3 1 MSTAM24 1500 (9) 1OD W/ (5) 1/4"x2 1/4" TITEN T4 1 LTT20B 1500 10 10 T5 1 LTA2 1425 (10) 10Dx1 1/2" T6 1 HETA20 1810 (9) 10Dx1 1/2" T7 1 HTT4 4455 (1) 5/8" A.T.R.** (18r5D#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 (3PLY MEMBER) 10530 (2) 3/4" A.T.R.** W/ (16) 10d T13 1 H10 995 x T14 1 MTS12 1000 (14) 10d 1 1/2" OR 10d T15 1 LSTA18 1235 T16 1 HTS20 1450 (24) 10d 1 1/2" OR (20) 10d T17 1 LSTA30 1640 (22)10D T18 (2) MST18 2000 (28) 10d 1 1/2" OR 1OD T19 (2) HTS20 2900 (48) 10d 1 1/2" OR (48) 1OD T20 1 ST6224 254 T21 (3) HTS20 4350 (72) 10D 1 1/2" OR (72) 10D T22 (4) HTS20 5800 (96) 10D 1 1/2" OR (96) 10D T23 1 LGT2 2050 30 16SINKERS T24 (1) LGT3-SDS2.5 3685 26) 16D SINKERS (12) SDS 1/2"x 1/2" T25 1 LGT2 2050 30 16D SINKERS T26 (1) LGT3-SDS2.5 3685 (26) 16D SINKERS & (12) SDS 1/4"x2 1/2" WOOQ IQ MASO Y UPLI THAN USE SIMeSON HET 0 OOD TO WOOD UPLIFT LESS THAN 14SOW19017E I HAN 45tg RELIUIRE H I­S20 W) CQUC. 8" WID TIE-BFAhd W§ING SIMP PDXY-T IMPSON SET EPDXY OR EQUAL, 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 1.1 201 FLORIDABUILDING E 0 RIDA O U LDING 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 1/ASCE 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 2004 FLORIDA BUILDING CODE, RESIDENTIAL. FBC NOTE THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. TRUSS NOTE 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: 7/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN 6.6.3 FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE AND GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS 6.7 ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONG TIE CO., USP, KC METAL, OR EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER HIB-91 RECOMMENDATIONS AND SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.) 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. NOTE: MISSING DOWELS: WHERE FOOTING DOWELS ARE PLACED INCORRECTLY OR MISTAKENLY ELIMINATED, REPLACE DOWEL AT PROPER LOCATION W/ GRADE 40 #5 BAR INSTALL IN SLAB W/5" MINIMUM EMBEDMENT, USE EPDXY GROUT. MISSING TRUSS ANCHORS: TRUSSES WHICH ARE PLACED SUCH THAT AN EMBEDDMENT ANCHOR IS MISPLACED OR MISSING MAY BE FASTENED TO THE MASONRY BOND BEAM USING ONE SIMPSON MTSM16 W/ (4) 1/4"x2 1/4" TITEN SCREWS AND 7-10 D NAILS IN TRUSS. MAS CAP IS 840 #. MISSING ANCHOR BOLTS AT BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1.) 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: 1.) 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 48" O.C. IF RESISTING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 48" O.C. IF RESISTING GRAVITY LOADS ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. EXTERIOR CEMENTITIOUS FINISH CEMENTITIOUS FINISH OVER FRAME TO BE A MINIMUM 7/8" IN THICKNESS CEMENTITIOUS FINISH OVER CMU TO BE A MINIMUM 5/8" IN THICKNESS TO MEET ASTM C926 ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. TRUSS ENGINEER NOTE PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. PRE -CAST NOTE ALL MANUFACTURERED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS AND CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. MANUFACTURERS NOTE PsmY v F # NO 70658 Z 'O STATE OF �?� • �ti . � ��<OR1OP �NAI. EN��•. TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482- 9128 FAX 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 RENEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING COND171ONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y J w U) U Z Q 0 }-OUJ� J � LL J J -j WQD_ZQ O W W 0 J W m _1m0u.O= ❑❑❑❑❑ U Z LL J Q w > V) Q w w cr v QOf 0 z a. J J � J r m I-I••I U� Z O O cLM � N 0 0 N m _ u) � m � w _ 0 o o Q Z Z O z Q U ZU ISSUE DATE APRIL 2006 REVISION DATE 06116109 0412012012 SHEET S1 STRUCTURAL DETAILS 1 STORY >4OUPIN 1/2" DRYWALL WOOD BASE- TYPICAL AT LOAD BEARING FRAME WALLS 1/2" ANCHORS WITH 2" WASHERS @ 24" O.C. LIVING ANCHOR BOLTS SHALL BE SPACED @ 24" O.C. IF WALL IS BEARING FOR BOTH ROOF J AND FLOOR. ELEV AT 0'-0" 1ST FLOOR FF 4 \\\\\\//\\//\/\\ ° \ 6" LAPPED AND \/f\/ ° n ; /\%A� TAPED 6" MIL. V.B.\\\VV �° d ° /VA\/ 1-4- (2) #5 REBAR CONT. r ON #3 WIRE CHAIRS @ 6-0" O.C. TYP. SOIL TO BE TREATED FOR TERMITES OR UTILIZE BORAGARE TERMITE TREATMENT TO ALL WOOD FRAME. \4\STEP DOWN AT WOOD FRAME ' l INTERIOR BEARING WALL NOTE: 5/8" DIA. X 8" SIMPSON TITEN HD ANCHORS W/ 2" DIA. WASHERS MAY BE USED IN LOCATIONS WHERE ANCHOR BOLTS HAVE BEEN MISSED, OR RENDERED UNUSABLE DURING CONSTRUCTION. �2 ANCHOR BOLT NOTE RECESS SLAB 1-1/4" DEEP 5-1/2" WIDE FOR 2 PANEL DOORS EXTERIOR BLOCK 7" WIDE FOR 3 PANEL DOORS Vl\ WALL BEYOND 9" WIDE FOR 4 PANEL DOORS 4" CONC. PATIO SLAB ELEV AT 0'-0" -�- °-- - -- -- -- -- =1- 1 ST FLOOR FF 1 Vl\ 1 �"�SLAB RECESS AT SLIDING GLASS DOOR (� ELEV AT 0'-0" tY/ 1 ST FLOOR FF 1/2" DIA. 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. OF 6" INTO CONCRETE. ANCHOR BOLTS SHALL BE SPACED @ 24" O.C. IF WALL IS BEARING FOR BOTH ROOF AND FLOOR. \� \ 0 0: 917 6" LAPPED AND TAPED 6" MIL. V.B. - -- - -- - - (2) #5 CONT. 3„ SOIL TO BE TREATED FOR TERMITES r CONC. COVERAGE OR UTILIZE BORAGARE TERMITE TREATMENT TO ALL WOOD FaNENTS (�_FINAL_FRAME- V -- - 1 /2" DRYWALL WOOD BASE �..O° _— N\ U INTERIOR BEARING V-4" SINGLE FLOOR LOAD BEARING 1'-8" SECOND FLOOR LOAD BEARING W/ (3) #5 CONT. (@ 2 STORY) \.U_�,'WALL FOOTING DOOR - SEE FLOOR PLAN FOR SPECS THRESHOLD IN FULL 4 BED OF CAULK cn d O - COLD JOINT \i\,V ,\ SEE FOUNDATION PLAKI FOR FOOTING SPECS (4 AEXT. OUTSWING DOOR DTL N .T. S ELEV AT 0'-0" 1 ST FLOOR FF SLOPE d SIMPSON HETA20 TYP. TEXTURED CEMENT - FINISH INSULATION R-30 KNOCK -OUT BLOCK WITH (1) #5 ROD CONT (1) #5 REBAR CONT. FROM FTG. TO KNOCK OUT BLOCK TIED @ 25" ABV. SLAB & POURED SOLID WITH CONCRETE TYPICAL ALL CORNERS.` bo 1X2 PT FURRING CONT. 1/2" DRYWALL Q ZI Q �I WOOD BASE (V — ELEV AT 0'-0" 1ST FLOOR FF 00 GRADECO d I/ y Cvj TAPED 6" MIL. V.B. TWO STORY NOTE: SOIL TO BE TREATED FOR 7ERMITE5 WHEN TWO STORY - OR UTILIZE BORAGARE TERMITE (2) #5 REBAR CONT. ON 1' 4• 4 FOOTING SHALL BE V-8" TREATMENT TO ALL WOOD #3 WIRE CHAIRS @ X V-8" W/ (3) #5 CONT. COMPONENTS (9 FINAL FRAME`_ 6'-0" O.C. TYP. TYPICAL ONE STORY SECTION AT HOUSE SEE DETAIL 1 /S7 FOR TWO STORY 6" LAPPED AND TAPED 6" MIL. V.B. 8" (1) #5 REBAR CONT. SOIL TO BE TREATED FOR TERMITES ON #3 WIRE CHAIRS @ 6-0" O.C. TYP. OR UTILIZE BORAGARE TERMITE TREATMENT TO ALL WOOD OOMFONFNT� © FINAL FRAME. \_\THICKENED SLAB AT ENTRY GRADE / L STOOPS, AND LANAI SLABS v 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 _ n v / \ \\\ \ /\ 6 LAPPED AND - TAPED 6" MIL. V.B. (2) #5 REBAR CONT. ON SOIL TO BE TREATED FOR TERMITES - r #3 WIRE CHAIRS @ 6'-0" OR UTILIZE BORAGARE TERMITE O.C. TYP. TREATMENT TO ALL WOOD -C,L2MFONENTS Lit.. _E1NAL-FRAME. -- _ - ,,�STEP DOWN AT CONCRETE BLOCK BEARING WALL d d ° i U ! d d t U m; °O d ° d V ° a ° ° EMBEDDED 4 .] 4 LAP SPLICE 1/2" DRYWALL - - - WOOD BASE ELEV AT U-0" 1 ST FLOOR FF d ° T co 6" LAPPED AND TAPED 6 MIL. SOIL TO BE TREATED FOR TERMITES V.B. OR UTILIZE BORAGARE TERMITE 8" 8" / TREATMENT TO ALL WOOD COAT. ON #5 REBAR WIRE OQM-F0_NENT5 Cap FINAL FRAME_ - C CHAIRS @ 6-4- O.C. TYP. INTERIOR NON —BEARING WALL (4_)ttttFOOTING AT STEP DOWN SLOPE EXTR. BILK. WALL - \ 13" WIDE X 3/4" BEYOND DEEP PITCH SLAB L EXPANSION JOINT TO DRIVE i; CONCRETE DRIVE GARAGE TO STREET ELEV AT 0'-0" 1 ST FLOOR FF ° --` - n \SLAB RECESS AT GARA E DOOR #3 = 2-1/2" #5 = 2-1/2" #6=3" ° STANDARD 90• HOOK STANDARD 1800 HOOK REQUIRED LAP SPLICE, EMBEDMENT, AND HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 60 BAR BEND LENGTH LAP BEND LENGTH LAP SIZE DIAMETER SPLICE DIAMETER SPLICE "A" "B" C. "D" "A" "B" "C" "D" #3 1 7/8 4 1 /4 7 15 2 -1/4" 4 1 /4 9 1 /4 18 #4 2 1 /2 5 5/8 9 1 /2 20 3" 5 5/8 12 1 /2 24 #5 3 1 /8 7 11 3/4 25 3 3/4" 7 15 1 /2 30 #6 3 3/4 8 7/ 16 14 30 4 1/2" 8 7/ 16 18 1 /2 36 #7 4 3/8 9 13/16 16 1/2 35 5 1/4" 9 13/16 21 3/4 42 #8 - - - - 8" 11.25 24 3/4 48 - #9 - - - - - - 9" 12.66 28 _ _ 54 #10 _ _ _ _ 10" 14.06 31 60 11" 15.46 341/4 66 /;,;REBAR LAP, EMBEDMENT _' _""AND HOOK SCHEDULE RETAINING STEMWALL MATRIX FOR 2' 8" TO T 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" 31-4" 4'-0" 4'-8" 64" 6'-0' 6'-8" 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 N/A N/A + (2 STORY, 1 STORY) RESPECTIVELY MASONRY WALL OF BUILDING n (1) #5 CONT. PAVERED POOL DECK C)g �;' U2 MIN. 4" SLAB - r---- z #5 90° HOOK, EA. VERTICAL a g �t 6" THICK SLAB @REBAR « WELL COMPACTED CLEAN FILL SOIL PER LOCAL BUILDING RESTRICTIONS -(A) x 16" CMU. HORIZONTAL DUR-A-WALL (1) #5 VERTICAL EA. COURSE (B) INCHES O.C. #5 DOWEL HOOK, EA. VERT. (C) #5 CONTINUOUS Z_* GRADE" �I/ 2: LL LL O, oSOIL TO BE TREATED FOR TERMITES r ° OR UTILIZE BORAGARE TERMITE ° nd TREATMENT TO ALL WOOD _'', :✓ _ s — �_• set_ F I NA FR _. - - -- - 3000 PSI W/2 CONCRETE W (1) #5 @ (D) O.C. NOTE: 1 ADJACENT STRUCTURES SHALL BE "L" - - DISTANCE FROM RETAINING WALL. FOR ALL WALL LESS THAN 2'-8": USE 2'-8" PARAMETERS, IF WALL EXIST ABOVE 2 GRANULAR SOILS EQUIVALENT FLUID RETAINING WALL MATCH SPACING OF WEIGHT 45 PCF. VERTICAL REINFORCEMENT OF STRUCTURE 3' PROVIDE TEMPORARY SUPPORT TO ABOVE. ENTIRE EXTERIOR FACE DURING BACKFILL, COMPACTION AND PLACING OF SLAB CONCRETE BY OTHERS. 4 60 KSI STEEL REINFORCEMENT. 5 WATER TABLE SHALL BE W+G+H BELOW TOP OF GRADE". 6 ALL CELLS FILLED SOLID W/ 3000 PSI GROUT. RETAINING STEPWALL DETAIL \111 (SIMPLY SUPPORTED) ,,,�11111/If�7�,I ��� ��'•\.�C' E NSF••"�► t :• No 70658 "O; t LS I 13 : STATE OF •: �4�� i�0.60sl0 N Al �` % TAMPA (;101 Dl SIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (81.3) 960-568.5 PHONF (81.3) 482 9128 f AX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER 6 70650 I HFRFRY CFRTIFY THAT I HAVE RFVIFWFD IHE AIIACHED DESIGN, AND FIND IT TO HF IN COMPLIANCE WITH SECTION RAOI OF TILT— 2010 FI ORIIIA RUu DING CODE, RESIDENTIAL. THE ENCINFFR HAS NOT REVIEWED THE PHI I NGINI f NI O 1RUSS MANUI I AYDU 1 10 DETERMINE ANY LOAD FFARINC CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGE_ AFIER 1RUSS LOAD WI ONMA LION IS SUPPI 11D 10 IHI I NGINEER. SEALED FOR STRUCTURE ONLY z Q 0 j=• m O j U J J J J J Q Q Q 0 W < p Z Q Z U Q J 0 W m LE ❑ ❑ ❑ ❑ ❑ U Z v, J Q W Om Q � rr� Zs :D0 lid m UN� � n c\ O CELI m Ch Q _ - Z c � Z Z ISSUE DATE APRIL 2006 REVISION DATE 06116109 - 0412012012 SHEET 1. 11 [ 1 1 IN 1 I_ _ 1 11 11 1 n II '11111'1 II 1 1 ul I le I71'., r I I I II I I ! II 1 II 1 ' I 1 11,''! 11 1 .— I ■ ! 1 .L_..1:.LCW 1' • .0 . 1 1: 1I !! � I '... I I 1pl'` I. 1 1' TOP TIC QCA■A )D COMMON 116" O.C. ) 10D OMMON MPSON SP2 DNC. BLK WALL 1/2" DIA. ANCHOR BOLTS AT 24" O.G.— W/ NUT AND WASHER. (1) SIMPSON SP1 TYP.- 3E 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 )LT @ 24" O.C. MIN. EXT. & 24" MIN. T. 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. d TO BE USED AT ALL INTERIOR AND EXTERIOR LOAD BEARING WALL MASONRYIWOOD CONNECTIONS INTERIOR WOOD STUD BEARING WALL AND EXTERIOR WALL ATTACHMENT EMBED ACI STD. HOOK IN BOND BM. 1 V IVIIIY. Ix /I fj EMBED ACI STD. ______-_ I :d, HOOK IN FOOTING a`, ,. a °. e. ..o 41 ° e a `\ a —a ------- -a . MASONRY WALL --K.O. CMU BOND BEAM #5 BAR VERTICAL WALL REINF. GROUT CELLS SOLID (SEE PLAN FOR LOCATIONS) #5 DOWELS (SEE PLAN FOR LOCATION) LAP 25" MIN. --CLEAN OUT EL_EV AT 0'-0_" 1ST FLOOR FF (SEE PLAN) REINFORCED CELL DETAIL LOAD BEARING OR N EXTERIOR WALL— II II N r- S.P.F. STUDS AT 16" O.C. fill 2X STUD f -8" C. M. U. 1X P.T. STUD 1 — #5 VERT. IN FILLED CELL 1/2" DIA. ANCHOR BOLTS AT 24" O.C. W/ NUT & WASHER OR TITEN HD. I 1 2X P.T. PLATE 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. 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" r8" 7 5/8" 8" 7 5/8" 8" ILJI ILJI SOLID AREAS 1 L J 1 SOLID AREAS — ARE STEEL AND I F -1 1 — ARE STEEL AND INTERIOR— I� 1 1� GROUT I I I r k I GROUT WALL LJ, II LJ LJ i i SAW CUT r — SAW CUT I 1 -- FULL 8X8X16 It, I TO 10 1/2" I I TO 10 1/2" 1 . I BLOCK 1- 4- — I —DOOR OPENING— - �If -l---DOOR OPENING-- 4 -} — DOOR OPENING Imll(1.I - FILL THIS CAVITY FILL THIS CAVITY II --FILL THIS CAVITY WITH GROUT FROM I I WITH GROUT FROM — �1 WITH GROUT FROM EXTERIOR I F- I FINISHED FLOOR I r I FINISHED FLOOR I I FINISHED FLOOR WALL L J I GRADE TO LINTEL I L J I GRADE TO LINTEL L J GRADE TO LINTEL ABOVE r — ABOVE I I ABOVE I��I IF-1 Ir�I I i Iv l i I L I 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. r— 1 1/2" 1_p8 7/8" CTUAL 2" X 6" WHEN TRUSS HAS----,, -----'--- 2" X 4" TOP CHORD 2" X 6" TOP CHORD METAL FASCIA VENTED METAL SOFFIT J,L 6 METAL SOFFIT DETAIL 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 a EPDXY WITH SIMPSON SET EPDXY OR EQUAL. e . -----EXISTING FOOTING RETROFIT DOWEL DETAIL -- PRECAST LINTEL-REG. OR RECESS LINTEL COURSE--- AS NEEDED FOR TRANSOM HEIGHT I I II ------------ II FRAME INFILL-- -- — \ AROUND WINDOW 1I II X-TRANSOM-- OPENING \y \ II PRECAST RECESS LINTEL (FILLED) II II II - DOOR 11 OPENING \ (I 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" UNO PC2 8"x12" 145 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 SCHEDULE on Sm Y co i NS ••.ma Ey � TAMPA CIVIL DESIGN • F . 5289 EHRUCH ROAD No 708 * i •�$ TAMPA. FL 33624 •�. # (813) 960-5685 PHONE • 4. (813) 482-9128 FAX GI No • • Ii p Q JEREMY COUCH, P.E. 3 O STATE or (V : go",N. PROFESSIONAL ENGINEER # 70658 ♦ '� P .� ��: R �''C>>� I HEREBY GERTM:Y THAT I HAVE RENENED 7HE ATTACHED '�'SS�O N A L ' �•• OEMAND FMIT TO 6E IN �o OF FLLiRMA BULMS CODE. RESMENflAL. 7HE ENOWEER HAS NOT REWENED 7HE PRE-49004MIm 7RUSS MANUE LAYOUT TO DETERAME ANY LOAD 6EAMW CONMITIM AND RESERVES 7HE RIGHT 70 A/ARE ANY CHANGES AFTER 7RUSS LOAD NrFpWw moavm SEALED FOR STRUCTURE ONLY U z Q )- O U J J (n j J J J 0 J 0 � W Q p z Q W -jo mIW cr J m0ILOj _ 0)❑❑❑❑❑ U Z J Q w w � W ■n■� V 0 W Q = 0 rY z J J Q O z D (�'� a 0 0 �Nee0Lo W : 0N Nz 0 H0 �Oo0 ON� m LLJ z z og Q U z J z U ISSUE DATE APRIL 2006 REVISION DATE 06116109 0412012012 SHEET S3 STRUCTURAL DETAIL S m® .+® --- ROOF FRAMING - (2) 2X4 TOP PLATE- SIMPSON CS16 @ 24" O.C. -- -(2) 16D COMMON TOENAILS @ EACH TRUSS REQUIRED REGARDLESS OF STRAPPING fV (V r s -- SIMPSON CS16--- co CD 04 04 ---SEE UPLIFT SCHEDULE cO 1 1/4" 1 1/2" co co 04 Lu -- ---- NOTE: SP2'S ARE NOT REQUIRED IF 24" MAX. SP4'S ARE USED FOR EACH STUD. ip 1 1/4" e TYP. 1 1 /4" 1 1 /2" 11/4" TRUSS CONNECTION AT FRAME WALL 3 --- (2) SIMPSON SP4 - OR OPENIN 61 ui ESS THAN 0 QUAL TO 3'- ' (2) SIMPSON LSTA24 W/ - (18) 1 OD NAILS - CENTER ON HEADER \ --- HTT4 AT EA. END FOR ---- (2) 2X4 LAMINATIONS (3) 2X4 LAMINATIONS (3) 2X6 LAMINATIONS EXTERIOR WINDOW FRAMING CONNECTION DETAIL OPENINGS GREATER THAN T-0" EXTERIOR DOOR FRAMING CONNECTION DETAIL W/ (1) ROW OF STAGGERED W/ (1) ROW OF STAGGERED W/ (2) ROWS OF STAGGERED 10D COMMON WIRE NAILS 30D COMMON WIRE NAILS 30D COMMON WIRE NAILS (D=0.148, L=3") OR EQUAL (D=0.207, L=4 1/2") OR EQUAL (D=0.207, L=4 1/2") OR EQUAL '--SIMPSON SP4 W/ (6) DHEADERDETAIL 10D NAILS EACH i NOTES: —SEE FLOOR PLAN FOR SIZE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION FASTEN WALL--- -^ - -_ SHEATHING AT 3" O.C. V 0D COMMON- 3) EACH 30D COMMON NAIL MAY BE REPLACED W/ (2) 16D COMMON NAILS. (ONE INTO EACH OUTSIDE ALL AROUND OPENING ` Z 1 1 16" OC FACE OF B.U.C. SAME NUMBER OF ROWS, SAME SPACING) \\ �- (5) 1 OD Q \ r (3) 1OD (4) 16D -----� ,-- -DOUBLE l�'� COMMON 4 FOR 4-PLY, PROVIDE 1/4" DIA. X 5 1/2" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY) (4)10D r COMMON EA. COMMON `� TOP PLATE ) COMMON \ u SIDE OF JOINT 16DDOUBLE J r 111 P 5) FOR 5-PLY, PROVIDE 1/4" DIA. X 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) • • 0 0 J r------- � ,, . �--- � _..I @ STUD '- - 96" OC COMMON ,'�,, 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION m � � -j .. @ 16" OC `` ,----16D COMMON SIMPSON HTT4 @ 16" OC w J Q 0 > PT BOTTOM TYPICAL NAILING SCHEDULES FOR z PLATE (2) 8D Q � --- (2) 8D-,-----" COMMON COMMON )BUILT-UP COLUMNS — o a W _ f m COMMON------(2) U IL 0 C_ � r r ___(4) 16D -- (2) 8D ON 4 STUD CORNER HEADER DETAIL(SPAN GREATER THAN � _ _ 4;1 4 ❑❑❑❑❑ COMMON DOUBLE END STUD 4'_ 0" OR GIRDER TRUSS B R G . POINT) -- -1 OD GALV. @ 16" O.C. ♦ ; STAGGARD EACH SIDE V DOUBLE- - ---(2) 16D Z TOP PLATE FASTENERS TOP PLATE COMMON OR GREATER CONDUIT 1 " WOOD BEAM .. J SEE PLAN Q o' w ----16D COMMON 0 w @ 16" OC • ' \ _ SIMPSON MTS12 + (2) 16D '� d C (3) SD- ---- `-- SIMPSON lb COMMON TOENAILS @ EA. /� W TRUSS V CDQ COMMON #SS3 ---SIMPSON 1 PT BOTTOM #SS1 `---- SIMPSON H6 PLATE J O _ LLO ri END STUD INTERIOR STUD SHOE FOR EXTERIOR \- r Of _ & BEARING WALLS �'- - USE (2) SIMPSON CS16 m CD COMMON (, (AT CORNERS USE (1) W v (V (0�/ 3 - cv z op NO @ 16" OC EXTERIOR FACE.)EA. 4) SIMPSON HD3B--- --_- 12D COMMON-- --- 24 MAX.16D COMMON TOENAILS O N � O Q m W/ 5/8" DIA A.B. --(2) 3/4" DIA @ 12" OC -(4) 16D TYP, FROM BEAM TO COLUMN = 2 0 OR A 5/8" DIA ' THRU BOLTS COMMON / r � _ EXPANSION ' (2) 8D / --U.N.O. @ 4X4 USE ABU44 Q coVJ � � o ANCHOR COMMON -�- �� -U.N.O. @ 6X6 USE ABU66 z 0 g Q U Z • _____._---(2) 2X4 W/ 1/2" J d � PLYWOOD dd bb Z SPACER `_`-----------16D COMMON (4) 16D-- @ 8" OC COMMON �`--_..____10D COMMON ISSUE DATE 4 STUD CORNER STRAPPING INFORMATION @ 12" OC � WOOD POST DETAIL INTERIOR HEADER (NON -BEARING) I k "_ - I I I APRIL 2006 TOP PLATE FASTENER SCHEDULE WIND LAPSPLICE NAILING @ SPLICE ALL OTHER NAILING REVISION DATE 140-150 MPH (EXPOSURE C 24" 2-ROWS 10D @ 6" O/C 10D @ 8" O/C 06116109 INTERIOR WALLS 0412012012 140-150 MPH (EXPOSURE C EXTERIOR WALLS) 24" 2-ROWS 10D @ 3" O/C 10D @ 8" O/C �� rGMY COG'�i ``�� �: •��G E TAMPA CIVIL DESIGN * • No ions$ •; i 5289 EHRLICH ROAD * ! TAMPA, FL 33624 • (813) 960-5685 PHONE p; Q : (813) 482-9128 FAX STA• JEREMY COUCH, P.E. GENERAL WOOD ATTACHMENT DETAILS 3 ���o 0:�� oTR , o ,�`,: PROFESSIONAL ENGINEER N706M ..•.'a 10 �•� 1 HEREBY CERTIFY THAT I HAVE ��.,,/ONA� ,,,.�• RENEMaD THE ATTACHED SHEET DESXK AND FWD IT TO BE IN OOAAPIIANCE MITH SECTION R301 OF THE 2010 FLORIDA BULDINC CODE; IE"SIENTIAL THE ENGINEER HAS NOT REIENI D THE PRIE ENGPAMR D TRUSS A#~. LAYOUT TO DETERA06 ANY LOAD BEARNW CONDITICNs AND RESERVER THE RKOIT Tn MAKE ANY CH/ANdES AFTER TRUSS LOAD HE STRUCTURAL DETAIL S SEALED FOR STRUCTURE ONLY SEE NAILING SCHEDULE TABLE FOR ATTACHMENTS APA RATED SHEATHING. SEE---- NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. Ci (1) SIMPSON LSTA12------------ -- --- w -_- a w -- 2X6 SYP. #2 ATTACHED TO - INTERSECTING 2X4 BLOCKING W/ (5) 10D NAILS. (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. - -2X4 DIAGONAL ATTACHED W/ (4) 10D NAILS @ i INTERSECTING BLOCKING AND (1) SIMPSON LSTA12 TO 2X6 VERTICAL BRACE. f _ - PRE-ENGINEERED o TRUSSES @ 24" O.C. CEILING GYM BD W/ 5D COOLER NAILS _ 7" O.C. OR EQUAL, DIAPHRAGM AREA. (4 BAY OR 8' FROM MASONRY WALL) BLOCKING ATTACHED W/ (2) 16D TOENAILS EACH END, UNO. 7CATHEDRAL --1/2" CEILING GYPSUM BD OVER 7/16" NOMINAL APA LAT APPROVED SHEATHING. ATTACH SHEATHING W/ 8D NAILS 4" O.C. BOUNDARY, EDGES AND FIELD. 2X4 BLOCK (3) 1OD `\ NAILS EACH END. \\ -1/2" GYM BD NOTE: CROSS BRACING AND ALL BLOCKING TO BE REPEATED 48" O.C. TYP. GABLE END WITH FLAT CATHEDRAL 4 BAY OR 8'-0" MIN. APA RATED SHEATHING. SEE -- NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12---- STRAP 48" O.C. (1) SIMPSON LTA2 48" O.C: ATTACHED TO BOTTOM CHORD OF GABLE 8" MASONRY WALL-----`- W/ (1) #5 REBAR CONT. IN KNOCKOUT COURSE. TRUSS BOTTOM CHORD \ -- -2X4 BLOCKING ATTACHED W/ (2) 16D TOENAILS EACH END, UNO. FLAT OR CATHEDRAL 1/2" 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 PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST ONE TRUSS SPACE .� -----� ,___,6" OVERLAP TRUSS BRACING OVERLAP DETAIL SEE NAILING SCHEDULE TABLE FOR ATTACHMENTS APA RATED SHEATHING. SEE ----- 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. 0 a 2X4 DIAGONAL ATTACHED W/ (4) 1OD 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 /2" GYM BD AND ALL BLOCKING TO BE REPEATED 48" O.C. TYP. TYPICAL MASONRY GABLE END SEE NAILING SCHEDULE TABLE FOR ATTACHMENTS APA RATED SHEATHING. SEE -- --`MAX. NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12 - - -- --- EACH END OF "L" BRACE. 2X4 #1, 2X6, OR 2X8 SYP. #2 ---- @ 16" O.C. SEE FLOOR PLAN j FOR SIZING OF STUDS. 2X BLOCKING @ ALL - - -- SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. 2X4 DIAGONAL ATTACHED W/ (4) 10D NAILS @ INTERSECTING BLOCKING. 1/2" CEILING GYM BD W/ 5D COOLER NAILS 7" O.C. OR EQUAL, DIAPHRAGM AREA. (4 BAY OR 8' FROM MASONRY WALL) - 2X4 BLOCKING ATTACHED W/ (2) 16D TOENAILS EACH END, UNO. --(1) SIMPSON H1 NOTE: CROSS BRACING FLAT OR CATHEDRAL AND ALL BLOCKING TO BE REPEATED 48" O.C. TYP. TYPICAL FRAME WALL GABLE END HOOK TO MATCH ROOF PITCH MIN. HOOK LENGTH SEE FLOOR AND �� PROOF LINE FOUNDATION PLANS FOR PLACEMENT OF VERTICAL FILLED CELL CEILING PITCH TO BE 1/2 12 'l OF ROOF PITCH OR LESSER 8" MIN. RAKED BEAM--- i �I VARIES i� 12 TOP OF RAKED BEAM _jVARIES/2- �� ---#5 CONT. W/ 3000 PSI CONCRETE CEILING DIAPHRAGM / �a \ FILLED (SEE LAP SPLICE TABLE) � a• 1.1 f G1 `- ----VERTICAL FILLED CELLS @ 48" O.C. FOR GABLE WALLS EQUAL OR GREATER THAN 12'-0". PROVIDE INTERMEDIATE BOND BEAM @ 11'4". FOR WALL SECTIONS LESS THAN 12'-0", SEE FLOOR PLAN FOR VERTICAL CELL PLACEMENT. (SEE PLAN FOR F.C. LOCATION.) SLOPED MASONRY BOND BEAM DETAIL MAX. BRACING PER TRUSS ENGINEERING APA RATED SHEATHING. SEE 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 c --1/2" CEILING GYM BD W/ 5D COOLER NAILS 7" O.C. OR EQUAL, DIAPHRAGM AREA. (4 BAY OR 8' FROM MASONRY WALL) - 2X4 BLOCKING ATTACHED W/ (2) 16D TOENAILS EACH END, UNO. FLAT OR CATHEDRAL GYM BD NOTE: CROSS BRACING AND ALL BLOCKING TO BE REPEATED 48" O.C. TYP. GABLE SECTION LESS THAN 4'-0" HIGH - APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. COMPRESSION WEB SLOPING OR VERTICAL. CONTINUOUS PERMANENT LATERAL BRACE (CLB) PERMANENT DIAGONAL BRACE NAILED TO OPPOSITE SIDE OF WEB TO PREVENT LATERAL MOVEMENT AND SHOULD BE REPEATED AT APPROXIMATELY 20' INTERVALS. 1/2" CEILING GYPSUM BD. ;ES SHALL HAVE DIAGONAL BRACES. -- 1X4 MIN. BRACING :QUIRED BY HIB-91) W/ (2) 10D NAILS @ INTERSECTING WEBS CLB BRACING AT 20' MAXIMUM INTERVALS CLB DIAGONAL BRACE— - -CONTINUOUS CORD AS REQUIRD BY HIB-91 BRACING 1X4 MIN. 20 -0 - C7 0 J a 7 0 2 'v z w w w -� - m = Q C4 4f —2 T; - a. 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. 10 GABLE AND CLB BRACING DIAGRAM ������MY'CO( J*-f.* jYliP'-.G Ely �; � F No 70658 3lzs � CC .3 =. STATE OF : � O w' ���� �O•' ii�Fs► '•••....•.• �". S N t off 0 TAMPA CIVIL DESIGN 5289 EHRUCH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 706M 1 HEREBY CERWY THAT I HAVE RENENED THE ATTACHED DESYM AND RV iT 1n BF #V COWVANGE NHTH SEC" R301 OF 714E 2010 FLORIDA SULOM CODE, IESDENTAL THE ENONEiR HAS NOT REVENED TE' PRE-ENOtADED IRAs MANUF: LAVWT TO DEIE MW ANY LOAD REARING CONDITONS AND RESERVES TIE ALIT 70 YAKE ANY CHANGES AF1ER TRUSS LOAD ATE ENGI EEIIL SEALED FOR STRUCTURE ONLY U z Q j:. m aC 0 U J _3 U J L'-L--I<[�ZQ LL -jQO> J 0 J r Z W U J LL a: 0 w J m _ _ _ Ca ❑ ❑ ❑ ❑ ❑ U Z CO CL J o Ld > V) Q W W wN oOf Z J J J Q L z J O Ln o c L� r u 0 w UN�Nz O o 0 0 O 0 CA 0 m z Z oZ Q U Z J z ISSUE DATE APRIL 2006 REVISION DATE 06116109 0412012012 SHEET S5 STRUCTURAL DETAIL S SEE TRUSS LAYOUT FOR STRAPPING. --7/16" APA RATED -----DOUBLE TOP PLATE ,-----SEE TRUSS ENG. SHEATHING. (MIN. STUD GRADE SYP.) FASTEN EA. STUD TO TOP — PLATE W/ SIMPSON SP2 W/ (12)10D NAILS. FULL DEPTH BLOCKING AT----, PANEL EDGES W/ (3) 16D TOENAILS EACH END. SIMPSON SPI W/ (10) 10D--- - NAILS EACH STUD. INSTALL 8" X 1/2"O "J" BOLTS --- AND WASHERS W/ 5" EMBED AT 2'-0" O.C. (MAX.) CENTERED ON WALL. I FA ML M' ML 0 - - -2X STUDS AT 16" O.C. --P.T. BOTTOM PLATE �; ---EXISTING MASONRY WALL // TO SPECIFIC LOCATION. 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. -- -- SHEATHING ATTACHED TO EXTERIOR FRAMING PER SPECIFICATIONS GIVEN IN SEALED PLAN SET. ----- FRAMING ABOVE/ BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINHGS/ CODE. TYP. 16" FRAMING SPACING SHEATHING AND ATTACHMENT TO MEET SPECIFICATIONS IN SEALED PLAN SET. WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO MASONRY/ WOOD FRAMING ONLY. NUMBER OF DIAG. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO MASONRY PER SPECS GIVEN IN THIS DETAIL. 2X TO 2X ATTACHMENT TO BE SIMPSON A35. KNEEWALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/ SHEATHING ATTACHMENT AT TOP/ SIDES OF ARCH OPENING. IF ARCH TOP PROHIBITS 2X THICKNESS AT CENTER OF ARCH, USE DIRECT ATTACHMENT TO MASONRY/ WOOD FRAMING, WITH OR WITHOUT 1X BUCK, WITH 2X BUCK AT EACH SIDE TO EDGES OF OPENING. ALL MASONRY ANCHORS TO HAVE MIN. 1 1/4" EMBEDMENT. GENERAL IRREGULAR WINDOW ATTACHMENT SIMPSON HGAM10 CONNECTOR— W/ (6) 10D X 1 1/2" INTO BLOCKIN( AND (3) 1/4" X 2 1/4" TITEN INTO MASONRY. 1/2" HIGH STRENGTH OR 5/8" GYP, "'^^^ TRUSSES T RUN BRACING AT 24" O.C. OF BOTTOM CHORD FOR SS SPANS ATTACHED 6D AT EACH TRUSS JOINT. )CKING AT 24" O.C. 6D TOENAILS @ EACH END. RY WALL 111.V1 1� ECTURAL FINISH. EXT. MASONRY WALL CONNECTION AT NON -LOAD BEARING LOCATION 12 (TYP.) SEE ELEV. SIMPSON SP2 @ EA. STUD. 7/16" APA RATED SEATHING SEE SCHEDULE FOR FASTENING. 2X4 SYP #1 STUD @ 16" O.C.------ SIMPSON SP1 @ EA. STUD: 1/2" DIA. ANCHOR BOLT W/ NUT & WASHER. @ 24" O.C. 8" X 8" X 16" K.O. BLOCK W/ (1) #5-- CONT. AND FILLED W/ 2500 P.S.I. GROUT. (1) #5 VERT. IN CONC. FILLED CELL------ W/ STD. 900 HOOK IN K.O. BLOCK. PRE- ENGINEERED WOOD TRUSSES AT 24" O.C. UPLIFT CONNECTOR. (SEE SCHEDULE) DOUBLE 2X4 S.P.F. TOP PLATE. --7/8" STUCCO FINISH PER ASTM C. 926 APPLY (3) LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST (2) LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED. MAIN SPAN ROOF TRUSS. UPLIFT CONNECTOR. (SEE SCHEDULE) MOISTURE BARRIER. KNEEWALL ABOVE MASONRY WALL DETAIL 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/E 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 EDGES (SEAMS OF SHEATHING) BLOCKING SEAM FOR — WALL, PANEL SHEATHI� CLIP FOR ROOFS TONG AND GROOVE FOR FLO( TYPICAL NAILING SCHEDULE NAIL SHEATHING SHEATHING EDGE FIELD ROOF 8D COMMON 7/16"------> 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. NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED AT RIDGE OR HIP. AT 12" OR LESS USE LUMBER ONLY BLOCKING 2X4 FLATWISE OR EDGEWISE ON BOTH PANEL EDGES. BOUNDARY NAILING FOR WALL, DASHED LINE INDICATES TOP PLATE OF WALL GABLE END TRUSS TOP CHORD. BOUNDARY BOUNDARY NAILING FOR OVERHANG OUTRIGGER AT 24" O.C. ~- SUB FASCIA OR WALL PLATE BOUNDARY NAILING (PERIMETER OF DIAPHRAGM) TYPICAL NAILING SCHEDULE FOR WALL ROOF AND FLOOR sit ••• G E IV •. No 70as8 1214, 1l= --o. : 9' STATE OF Flu 0 R 1'o ' /ONA,%mil��.. TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9728 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 706M I HEREBY CE'R71FY THAT I FUME RENEIIED THE ATTACHED DESIfiK AM FM IT TO BE IN COWVAMZ wTM SECIM RM OF THE 2010 fLOROA BU OM COOS, AESDE U4L THE ENS EDt HAS NOT REMIEm THE ftRE—ENbIIED�D TRUSS YANI F. LAVWT ro DETEM# E ANY LOAD BEARM COIF IM AND RESEtMES THE wff ro ma ANY G1~IAN6ES Af7ER TRUSS LOAD Am 04a m ro SEALED FOR STRUCTURE ONLY U z Q >-00_jJ m li J -1 -1 10 J Q a SQ > W � � Q Z m U O i J o W D cO ❑ ❑ ❑ ❑ ❑ U Z Q w V) Q w 0 w V W � Q J -1Z Q Q U Z OLn r o w 0 W 0IN O CD o O �0o m uj in r = o � m: Z in Z 0 z Q U Z ISSUE DATE APRIL 2006 REVISION DATE 06116109 0412012012 SHEET S6 STRUCTURAL DETAILS RUN SHEATHING CONTINUOUS TO TOP OF MASONARY. (SEAM 16" MIN. ABOVE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALCS (R-19 MIN.) 1/2" NOMINAL APA RATED --- --` SHEATHING W/ METAL "H" CLIPS. TILE ROOF ON 90# ROLL ROOFING ON 15# ENGINEERED ROOF - TRUSSES AT 24" O.C. 12 6� f - INSULATION BAFFLE SEE ELEVATION PAGES — FOR SOFFIT AND FASCIA DETAIL. INSULATION PER ENERGY CALCS -1/2" GYPSUM CEILING BOARD (2) 2X10 WOOD HEADER - -- -HURRICANE ANCHOR @ EACH TRUSS (U.N.O.) W/ 1/2" FLITCH PLATE (SEE ROOF PLAN) i� SEE FLOOR PLAN FOR j `,. DBL. 2X4 TOP PLATE / EXACT SCHEDULE. / \ TRIM - SEE ELEVATIONS ----' " " -GYP. BOARD RETURN I I ALUMINUM FRAMED WINDOW-- I ` SEE FLOOR PLAN FOR SIZES -DBL. 2X4 TOP PLATE SIMPSON SP2 AT EACH i WINDOW SILL ( CAULK AT WINDOW STUD TO TOP PLATE I / -- TRIM VARIES -SEE ELEVATIONS -2X4 SILL `\ WALL CONNECTION NO WINDOW -- � `" �—---------/ -1/2" GYPSUM BOARD INSULATION PER COMMUNITY-- ' SPECS OR ENERGY CALCS FRAME WALL 12" O.C. WHEN WALL IS PERPENDICULAR TO FLOOR ~ rSYS. 2X FRAME WALL 16" O.C. WHEN WALL IS PARALLEL TO FLOOR SYS. �.----SIMPSON SP1 7/16" APA RATED SHEATHING----- ' SEE SCHEDULE FOR NAILING. --3 1/4" BASE 7/8" MIN. CEMENTITIOUS COATING AND G GLUED CONSTR. OVER METAL LATH. ` / ADHESIVE AND NAILED SEE SCHEDULE FOR NAILING 2X4 SOLE PLATE -- -- SEE ELEVATIONS PRE ENGINEERED- WOOD FLOOR TRUSSES AT 24" O.C. NOTE: SIMPSON MSTAM36 @ 32" O.C. MAY BE USED I.L.O. 1/2" DIA. ANCHORVZ 7� 7NA BOLT ASSEMBLY 2X4 #1 SYP RIM W/ (3) 16D NAILS EACH / •_. TRUSS JOIST (INSET) '--1/2" CEILING GYP. BOARD SHEATHING TO BE FLUSH W/ BLOCK- 1/2" DIA. ANCHOR BOLT W/ EXTENS NUT AND WASHER AT 24" O.C. 8" CONC. K.O. BLOCK BOND BEAM - POUR SOLID W/ (1) #5 REBAR CONT. HOIZ. MIN. LAP = 25" ALUMINUM FRAMED WINDOW SEEFLOOR 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- -� r 4 \��\�j\ . --lX2 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. ELEV AT 0'-0" 1ST FLOOR FF j� • q \V/'�% j\ \\�/'\"Ir/\\ '\��/�\�/��` '^-- 6" LAPPED TAPED 6" MI AND V.B. (3) #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 ATYPICAL TWO STORY WALL SECTION INTERIOR BEARING WALL FOOTING 2 STORY ELEV AT 0'-0" _ 1ST FLOOR FF ' "" 0 X 10" W/ 1 1/4" BEND ANCHOR LTS @ 24" O.C. (MIN.) O.C. USE 2" \. X 1/8" WASHER EMBED A MIN. 6" INTO CONCRETE. ANCHOR LTS SHALL BE SPACED @ 24" IF WALL IS BEARING FOR BOTH OF AND FLOOR. Y #5 CONT. 3" INC. COVERAGE --TYPICAL AT LOAD BEARING FRAME 1/2" DRYWALL------------. RYWALL--- --- WALLS 1/2" ANCHORS WITH 2" WOOD BASE---------, WASHERS @ 24" O.C. ANCHOR ` BOLTS SHALL BE SPACED @ 24" \�. O.C. IF WALL IS BEARING FOR BOTH ROOF AND FLOOR. - LIVING- ° as a / a 77 6" LAPPED AND -- TAPED 6" MIL. V.B. 1'-8" (3) #5 REBAR CONT.--- ON #3 WIRE CHAIRS @ 6'-0" O.C. TYP. 501L TO BE TREATED FOR TERMITES OR UTILIZE BORACARE TERMITE TREATMENT TO ALL WOOD STEP DOWN AT WOOD FRAME INTERIOR BEARING WALL 2 STORY DECKING - 2X4 PANEL BLOCKING @ 48"-- O.C. FOR THE FIRST 8'-0" OF END WALL FROM EACH END. (TYP) TOP & BOTTOM CHORD ATTACHED W/ (2) 16D TOE NAILS. 2X4 CROSS BRACE @ 48" O.C.- FOR THE 1ST 2'-0" OF END WALL W/ (2) 10D X 3" @ EACH END INTO 2X4 BLOCKING. FLOOR FRAMING SIMPSON LSTA24 STRAP W/ (9) 10D X 1 1/2" NAILS TO STUD & (9) 10D X 1 1/2" TO FLOOR JOIST @ EACH STUD. ' -- NOTE: SIMPSON MSTAM36 @ 32" O.C. MAY BE USED I.L.O. 1/2" DIA. ANCHOR BOLT ASSEMBLY ----FLOOR JOIST -SEE FRAMING PLAN III)1 `, �' — WEEP SCREED INSTAILED PER MANUR SIMPSON HETA20 @ 24" O.C. W/ (9) 10D X 1 1/2" NAILS INTO BLOCKING JOIST & MIN. 4" EMBEDMENT IN CONCRETE NOTE: ADD 2X4 BLOCKING @ LSTA24 OR HETA20 WHICH IS NOT ALIGNED W/ TRUSS VERT. WEB USING (2) 10D TOENAILS @ EA. END. gKin F'I nnR FRAME r:nNNFr.TlnKl SIMPSON CS 16 STRAP W/ (13) 8D NAILS TO STUD & (13) 8D TO BAND JOIST AT en eTi in_—__ 2ND FLOOR W, BEAM/GIRDER NOTE: EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER 'XBOT. PLATE W/ (2) 1 OD @ 6" O.C. LOOR TRUSS/JOIST 2ND FLOOR FRAME CON ECTION 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.) FRAM E/FRAME TWO STORY CONNECTION DETAIL UNBRACED WALL HEIGHT (H) #1 S.Y.P. 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 ... 0li�, .�'`, ��:•��G E NSF '•y '� • No 70658 • • r � • r Z • * "• r 0 • '13'. STATE OF :•�: OR I O• • GN ....••• N A%_ EN �`�% TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70858 1 ICY CERTIFY THAT I HAVE RENENED THE ATTACHED DENK AND FM IT TO BE W COMPLIANCE IM1H sECnortl Rt301 OF THE 2010 RAF" BLNLDM CODE; RESDENNAL THE ENGINEER HAS NOT RENENED 7HE PIE-ENOMEERED TRUSS AUNUF. LAYOUT TO DETERMINE ANY LOAD HEARING COND IM AND RESERVES THI: RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD THE ENDER SEALED FOR STRUCTURE ONL Y U Z Q ar U U J m J J J —J LL J O Q Q > W p Z Q r' Q J W m U LL O CO❑❑❑❑❑ U ZQ w � Q w w rr WV' rr Z Q �, J J Q o ��o z J D O L o m U) W UN O NZ o O CN m 0 VJ'r r �o Z Q Z o� U ? Z issuE DATE APRIL 2006 REVISION DATE 06116109 0412012012 SHEET S7 STRUCTURAL DETAILS I I __ I 1 _iIll I 1 11111 1_ 1 1 1 1 _._1 1.. 1 '171111 IT I. 11• ..II j1 rL_j 11r., eaA II 11pl. r. III III II . 1J. _ I I I II I 1 1 L - u 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, FL11473.18, FL10456.36 EXTERIOR DOORS SWINGING THERMA TRU FL10975.1 R4 WINDOWS SINGLE HUNG PLY GEM FL10788.1 EXTERIOR DOORS SLIDING PLY GEM FL14634.4 ROOFING ASPHALT SHINGLES OWENS CORNING FL10674—R1 ROOFING RIDGE VENT OWENS CORNING FL10758 ROOFING UNDERLAYMENTS OWENS CORNING FL9777—R1 STRUCTURAL COMPONENTS OTHER CAST—CRETE FL158—R3 STRUCTURAL COMPONENTS OTHER COMMERCIAL CONCRETE PROD. FL1774—R2 STRUCTURAL COMPONENTS OTHER LOTTS CONCRETE PROD. FL12045 STRUCTURAL COMPONENTS OTHER WEKIWA CONCRETE PROD. FL1418—R2 EXTERIOR DOORS SECTIONAL CLOPAY BUILDING PROD. FL15279 STRUCTURAL COMPONENTS ENGINEERED LUMBER BOISE FL1645 ROOFING SOFFIT KAYCAN FL12198 ROOFING SOFFIT AMERICAN CONSTRUCTION MATERIALS FL12019 ROOFING HACIENDA ROOF TILE HANSON ROOF TILES FL3506.1 ROOFING REGAL ROOF TILE HANSON ROOF TILES FL3506.3 SHUTTERS 20 GA, 24 GA, FABRIC GLOBAL PROTECTION PRODUCTS R15076.1, FL 150762, FL 15088 U Z Q O � U � 0 _j J Ili w m � 0 > W Q Z Z J W U 0 000 U Z U) o W 0 w of z0 - 0 Q z ^ t11� J Z �J Q 0 Z Z J LJL � 0 W 0 mo elf z w 0 w 0z 00 0 N m = w O_ 0 � CD Z Z o g Q �Z J Z U ISSUE DATE AUGUST 2008 REVISION DATE 3-7-20 92 SHEET PA PRODUCT APPROVAL MIAM I•ROTIM d4D BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 130ARD AND CODE ADMINISTRA'rION DIVISION NOTICE OF ACCEPTANCE (NOA Owens Corning Roofing and Asphalt, LLC One Owens Corning Parkway Toledo, OH 43659 MIAMi-DADS COI1N'TY PRODUCT CONTROL. SECTION 11801 SW 26 Stmet, Room 208 Miami, Flnri& 31175-7.474 T(786) 313-2syt1 r (786) 315.2599 wyjA mianridade.cov/bulidinLY SCOPE: 'I7tis NOA is being issued under the applicable rules and regulations governing the use of construction materials, 17re documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI). This NOA shall riot be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami Dade County) nndlor 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 mariner, the manufacturer will incur the expense of such testing and die IIHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the ruquirements of the: applicable building code. 'Phis product is approved as described herein, and has been designed to comply with the Florida Building Code including the High 'Velocity Hurricane 'Lone of the Florida Building Code, DESCRIPTION: Oakrldgett9 Shingle LARFLiNG: 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 thrre has been no change in the applicable building code negatively affecting the pe.rforrrrance of this product. ROOFING ASSEMBLY APPROVAL Cate ors,: Roofing SulrG'ateeoL Asphalt Shingles Materials Laminate Deck Type: Wood SCOPE This approves n roofing system using Owens Corning Oakridge(t asphalt shingles manufactured by Owens Corning as descrihcd in Section 2 of Ws Notice of Acceptance. PRODUCT DIESCRIPTION Product OakriidgeO Manufacl uring Locations #1, 2, 3, 4 Oakridge* Manufacturing Location #1, 3,4 Dimensions Tet,t Specification* 13 'A" x 39'/e" TAS 1 l 0 13 '/." x 39 s/a" MANUFACTURING LOCATION 1. Memphis, TN 2. Irving, 'TX 3. Savannah, GA 4. Jacksonville, FL EVIDENCE SUBM1TTED Test Aeencv TAS 1 10 Test Identifier Product Dencrintion A heavy weight, fiberglass reinforced laminate asphalt shingle with continuous bead of sealant. A heavy weight, fiberglass reinforced laminate asphalt shingle with dashed bead of sealant. Test Name/Renort 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 OCT-152-02-01 TAS 100 09/21/10 materials, use, and/or manufacturo of the product or process. Misuse of this NOA as an endorsement of any PRI Construction Materials 'l eclutologies OCF-158-02-01 TAS 100 11/10/10 product, for sales, advertising or any otherpurposcs shall automatically terminate this NOA. Failure to comply PRI Construction Materials Technologies OCF-15I-02-01 TAS 100 09/27/10 with any section of this NOA shall he 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 01 /07/11 ADVERTISEMENT: The NOA number preceded by the words Miami-Dadc County, Florida, and followed by PRI Construction Materials Technologies OCF-170-02-01 TAS 100 06/06/11 the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall Underwriters Laboratories 09NK 14530 ASTM 1) 3462 12/31 /09 he done in its entirety. Underwriters Laboratories R2453 ASTM D 3462 10/11/10 Underwriters Laboratories R2453 ASTM 1) 3462 I 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 i 0/l 1 /10 and shall be available for inspection at the job site at the request of the Building Official. Underwriters Laboratorics R2453 ASTM D 3462 10/1 1/10 Underwriters Laboratorics R2453 ASTM L 108 01/13I11 This revises NOA# 10-1015,01 and consists of pages l through 4. Underwriturs Laboratories R2453 ASTM E 108 10/1 1 /10 The submitted documentation was reviewed by Alex Tigera. Underwriters Laboratories R2453 ASTM E 108 11/03/10 �^ NOA No.: 11-0411.03 NOA No.: 11-0411.03 EaIADlCOU 1FzlTtirvrinn Date: 02/03l16 Mu6t�uFraanF=TY F,x lratlon Date: 02103/16 p ® Approval Date: 06/16/11 Approval Da 16/11 �2 Page l of 4 P of 4 Underwriters l._aboratorics R2453 ASTM E 108 10/11/10 Underwriters laboratories R2453 ASTM F. 108 10/11/]0 Underwriters Laboratorics 09NK14530 TAS 107 (ASTM D 3161) 12/31/09 Underwriters Laboratorics OINK44201 TAS 107 (ASTM D 3161) 09109/02 Underwriters Laboratories IONK13947 TAS 107 (ASTM T) 1161) 11112/10 Underwriters Laboratories R2453 TAS 107 (ASTM D 3161) 10111/10 Underwriters Laboratories 03NK04954 TAS 107 (ASTM D 3161) 03/07/03 EDGE OF ROOF Undcrwritcrs Laboratories IONK13947 TAS 107 (ASTM 1) 316 1) 0V28/I1 Underwriters Laboratories I ICA15662 TAS 107 (ASTM D 3161) 05/27/11 1-- -- 1e412. LIMITATIONS12 i • �!� --- -- 1 . Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory -_ for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 911-72 of the Florida Administrative Code. mmw FIRST COURSE INSTALLATION 1. Shingles shall be installed in compliancc 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 Dctail'A', attached. 5. Nailing shall be in cornplianec with Detail'B', attached. LABELING 1. Shingles shall be labeled with the Miami-Dadc Seel as seen below, or the wording "Miami -Dade County Product Control Approved". BUILDING PERmn REQUIREMENT'S 1. Application fbr building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance, 1,2 Any other documents required by the Building Official nr the applicable code in order to properly evaluate the installation of this system. NOA No.: 11-0411.03 Expiration Date: 02/03116 Approval Date: 06/16/11 Page 3 of 4 61.,F/�/Uo/ ... 0 DETAIL A OWI-NS CURNING OAKRILIOL OAKRILInE i i TRIAD COUnSC SECONCCOURSE r' ME= DETAIL B OWENS CORNING OAKRIDGE WITH CONTINUOUS OR DASHED SEALANT 2"J�7-..- 11,E 1" END OF THIS ACCEPTANCE 5 51ti" EXPOSURE NOA No.: 11-0411.03 Expiration Date: 02/03/16 Approval Date: OW16111 Page 4 of 4 U z 4 0 O� U 0 J J J J i- LL . w o0J0W �- Q Z W J mUOD _ D _ 2 "'❑❑❑ U Z U) o w �- w > Dw Q � � ° w � z 0 0 Q Z it ' ^ J � J J v Q z 0 z U Z LL W0 m 0 W 0 w 00Z 00 0 NM m �- w c) z Z og Q U z_ J Z ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET N 1 WCa.CT APPROVAL 8431 Murphy Drive Middleton, WI 53562 Telephone: 608-836-4400 Facsimile: 866-262-2753 www.intertek-etlsemko.com 9 March 2012 Scott Hamilton, P.E. Senior Project Engineer Clopay Building Products Co., Inc. 513.770.6013 (voice) 513.770.4853 (fax) shamilton(ci�clopay.com RE: F'l_ 15279 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 20 10 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 a 0=1 r. J-J , \r �Pr I:. •.-�.rl, 1i11r1((-I:: iotEit,-_ 11,4,-tt0, lwl , Url.. liit­t,`K 8431 Murphy Drive Middleton, WI 53562 Telephone' +1 608 836 4400 Facsimile: +1 608 831 9279 wwwintt?rtek.(Orn MANUFACTURER'S CERTIFICATION AGREEMENT THIS AGREEMENT made the 12th day of February, �/ , 2010, by and between INTERTEK TESTING SERVICES NA INC. having offices at 8431 Murphy Drive, Middleton, WI USA ("Intertek") and Clopay Building Products Company, Inc. __ having offices at (Manufacturer Company Name) 1400 W. Market Street Troy OH 45373 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 devices, equipment, materials, or systems manufactured by the Manufacturer for the Client for evaluation in order that the product may be considered for Listing and Labeling by Intertek. If the submitted product is found to be eligible for Listing, Labeling, and Follow-up Service, this Certification Agreement shall be executed by Intertek and the Manufacturer setting forth the terms and conditions to which the parties hereto must adhere. NOW THEREFORE, for and in consideration of the mutual covenants herein expressed and other lawful and valuable consideration, the parties hereto agree as follows: 1. DEFINITIONS 1.1 Authorization to Mark. The term Authorization to Mark ("ATM") shall mean a written document from Intertek that authorizes the Client and/or Client's Manufacturer to apply an Intertek certification mark to a specific product. 1.2 Certification Mark. The term Certification Mark ("Mark") shall refer to any common law or registered trademark owned by Intertek, or its affiliates, used in the certification of Product. 1.3 Follow-up Service. The term Follow-up Service shall refer to the process of monitoring the Manufacturer's compliance with the Intertek Requirements. 1.4 Intertek Requirements. The term Intertek Requirements shall mean (a) the requirements contained in the Listing Report, (b) the standard(s), if any, applicable to the Product, (c) the terms of this Certification Agreement, and (d) any requirements separately applied as a condition of the Listing. 1.5 Labeling. The term Labeling shall refer to the process of applying the Mark to the Product, whether the Mark is applied to the Product by a separable label, directly on the product, or by other media as authorized by Intertek. 1.6 Listing. The term Listing shall mean the process of preparing and including the Product in the published directory of Intertek certified products. �OP/F\ r,M1PkFpP �°4� �BEAM �Intertek1 0" OUTS/mm 11/09/09 SD 16.3.4e (11/9/09) MandAtWek Intertek Intertek Intertek Intertek -.-. .._ Intertek 'CLASSIC' RAISED PANEL EMBOSS DOORS DOOR HEIGHT N OF 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS FOOD.S 24 G11 83 GA 25 GA SECTIONS SNORT PANEL LONG PANEL DOORS CLJlAY B4A, 91 73, 75 76 7 4 • N tF STRAPS N ff STD N OF Ll>NL N STRAPS SHORT PAEL IDEAL 4111 4FR MST 2RST 7.3' TO B'9' S DOOR WIDTH STILES R C_CFNU Dot i/IDTTM TEIBN STILE INTERM STILES C N OF INTERN. 4rM lTI 10'6' 6 (PER SECTION) (PER YECTD)O OEA SECTOTlO DOOR Y1DlH1 STILES • OF STRAP SIOtT PANEL I LOW, PAIFL. I 6' 4 ■ - MODEL 4F IS FLUSH LI'3' TO H 9 N o• l0 1, VAX SECTIONEI I",1 'CARRIAGE HOUSE' RAISED PANEL DIBOSS DOORS MODELS 25 GA e5 GA CLIpAY GD4S, GRSS -- 'GALLERY' HOLIES 'ARTISTRY' ARSs INTERDOOR. ATT� W// TOO-LSTILES L--LOC (� k IDEAL ENS -- Bar) AND URETHANE ADHESIVE KO10 CARRIAGE MOUSE N07E BELOW FOR LONG SHORT PANEL LONG PANEL PANEL DOORA OPTIONAL GLAZING AR7t0•NED 9IORr PANEL SEcnON .. OPTIONAL OLAZI O MAY BE STANDARD OR IMPACT MNO (tI�AT]�NPO'�APPI m IHEssrAlrt aADMD SEE SECTION B-8 FOR UETALS ��� r A LONG PANEL OPTION. MAX STANDARD S� 6 18-1 2•x16' �IOAr r RralcrANr GLAZING IS 21-s/Bk14-1/ef. #144/8' SHEET METAL SCREWS O O 1/4"x3/4" SELF O O TAPPING SCREWS O 14 -A- END HINGE18 G4 INTERMEDIATE HIN . Wes' �� VIEW •C• 16 GA. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM (TOP, BOTTOM & CENTER). 18 GA. GALV. DOUBLE END STILES ATTACHED TO TOP AND BOTTOM RAIL EP► NUT, saran WITH PATENTED TOG-L-LOC SYSTEM. a IWi'sI'Oil "'-VIEW 'B' NIOL MIRE VIEW 'C' TWO POINT LOCKING INTO TRACK. I - LOCATION OF A OPTIONAL VENT BRACKET USED FOR BOTTOM DOUBLE END STILE. EXTRA STILES FOR LONG -PANEL MODELS. ADDITIONAL 18 GA OOMMEROML I TIOUL STIES REWAM AS NOTED ON THE TABLES ABOVE. THESE COMMERCIAL CENTER STIES ARE ATTACHED MIDPOINT BETWEEN THE EXISTING RESIDEMAL CENTER STILES. COMMERCIAL CENTER STILES ME ATTACHED WITH TOG-L-LOC (TOP a 1TDTIOMQ OR (4) 3/1e• POP RIVETS OR (4) tb SHEET METAL SCREWS. 1" DOOR OVERLAP (EACH SIDE) oNm[�D� 2 M-IFmum 0110 %111111" WAK am ig-M. �- 6/ N16k NIUE 21111150111111 um M SHIP LAP JOINTS. �N THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CONDITIONS; 1) ENCLOSED BUIU)NG, 2) DOOR HIS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE, AND 4) TESTING IN ACCORD 14CE WITH ANSI/DASMA 108. SITE -SPECIFIC CALCULATIONS BY A QUALIFIED DESIGN PROFESSIONAL. MAY DIFFER. ULTIMATE WIND 135 165 170 180 200 SPEED (MPHD EXPOSURE CATEGORY H, C, D B, C, D B, C H, C H MEAN ROOF HEIGHT 1'.5' 15, 25' 15' 30 07 12 28 06 ADDED IMPACT -RESISTANT LITE OPTIONS 08 11/30/07 ADDED EXTENDED HEIGHTS AND COMBINED CLOPAY, HOLMES AND IDEAL M/N 09 8 13/08 UPDATED GLAZING DETAIL, ADDED A B DRAWING NUMBER 10 09/2008 ADDED LONG PANEL OPTION. 11 12/2009 ADDED 'CARRIAGE HOUSE' EMBOSS DOORS AND U-BARS FOR LUTE SECTION. 12 04/2010 REVISED STILE TABLES FOR 'CH' EMBOSS DOORS. 13 08/2010 UPDATED MODEL TABLE. 14 02/2012 UPDATED WINDCOOE CHART. SECTION A -A SIDE VIEW) 4�TALL C-CIYWNEL 16 GA GALV. STEED. 12 GA GALV. STEEL TOP (HICK - - EACH BRACKET ATTACHED W 4 �14x5 8 4 /-SHEET METAL SCREWS. ADJ SU E ATTACHED TO TOP BRACKET WITH (2) 1/4.0/2" BOLTS AND - NUTS PER BRACKET. -I - 5/e• (T(P.) 4" C-CHANNELS SHOWN. OPTIONAL REINFORCEMENT FOR 3' TALL 20 GA GAM. STEEL U-W. MN. SECTION WITH LITES MAY BE (2) 3- 20 GA STEEL U-BARS (MIN. YIELD STRENGTH 80 KSI) PER SECTION. MAXIMUM OF (1) YIELD 51TFINBIH Ka SECTION PER DOOR MAY HAVE THIS OPTIONAL REINFORCEMENT.T�- OPTIONAL REINFORCEMENT NOT SHOWN ON SECTION A -A VIEW. T (1) U-BAR SHALL BE ABOVE THE TOP LEAF OF THE HINGES 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 TOP, IF REQUIRED). 25 GA. MIN. G-40 GALV. STEEL SKIN WITH A 14 GA. GALV. STEEL END HINGE FASTENED TO END BAKED -ON PRIMER AND STILES W/(4) EACH /144/8" SHEET METAL SCREWS A BAKED -ON POLYESTER -/� & (2) 1/4" SELF TAPPING SCREWS. TOP COAT APPLIED TO BOTH SIDES OF STEEL ONE 4" TALL C-CHANNEL PER DOOR SECTION. SKIN. 1) 1/4'x3 4' SELF TAPPING SCREW PER STILE LOCATION. STOP MOULDING BY DOOR INSTALLER (TO SUIT) 16 GA. GALV. STEEL PAINTED END STILE VERTICAL JAMB ATTACHMENT (WOOD FRAME BU LDIN .,1: 2x6 YELLOW PINE JAMB 18 GA. GALV. STEEL DOUBLE END STILE 3/8%3" 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. 18 GA GALV. STEEL INTER. 12 GA, GAILY. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB HINGE FASTENED TO CENTER VFR'TLrAJAMB ATTACHMENT�C-90 BLOCK OR 2000 PSI MIN. CONCRETE COWMNI: WITH S/18"xt-5/8" LAG SCREWS S STILE W/(4) EACH /14x5/B' 3/8"x3" SLEEVE ANCHOR BOLTS ON 14' CENTERS (2,000 PSI MIN. CONCRETE). NOT TO EXCEED O.C. SHEET METAL SCREWS. WASHERS INCLUDED WITH SLEEVE ANCHORS. \-7/16" OR 1/4"x3" TAPCON SCREWS ON 12' CENTERS (2,000 PSI MIN. CONCRETE) OR 7' 2" GALV, STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. NUT OR PUSHNUT INSTALLED ON ROLLER SHAFT CENTERS (C-90 BLOCK). 1" O.D. WASHERS REQUIRED WITH TAPCONS. TRACK ATTACHED TO EACH BRACKET FOR UNRESTRICTED OPERATION. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH WITH ONE 1/4'x5/8' BOLT &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 I & (2) 1/4- SELF TAPPING SCREWS. OTHER JAMB CONFIGURATIONS: REFER TO DASMA TOS-161. A LICENSED DESIGN MQIE: THE DESIGN OF THE SUPPORTING 2' 10 BALL LONG STEM STEEL ROLLER WITH PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS STRUCTURAL ELEMENTS SHALL BE THE STEEL OR NYLON TIRE. AND/OR JAMB CONFIGURATIONS. RESPONSIBILITY OF THE PROFESSIONAL OF T RECORD FOR THE BUILDING OR JAMB CONFIGURATION STRUCTURE AND IN ACCORDANCE WITH PREPARATION OF JAMBS BY OTHERS, CURRENT BUILDING CODES FOR THE SECTION C-C LOADS LISTED ON THE DRAWING. IMPACT RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 10163E-A DRAWING 101539-8 SECTION B B T TIES G 1 r (IMPAC - ISTANT GLAZIN OPTION DLYL W OP11oNrL IMPACT RENEW NINCIION IIOUm FILYE e esexRr Lm AIM„�I Oar WIN WSW fltlllT MD�Oet 16C11NIt rIM�1 -2•� � ILO FIO•DD. L1 nHwT Rlor/c alBe� aELmI > °10�M """"'PWIw IINYWT HIogIIR « NIELIWM 1'OLYo1Tle[ I[1DOW IANDm 10 /RWL M11 (1� N . a/r NOUN MBiD INOSE NaEL FMLl�A aANols. 801D DOOIW ql D0011/ 'NIII OPIIOIIAI RR'AI,T-Ii86N1NP OlA2•q AAE nAlcr-NaNr w6cn6N-.MaDm Parw�aATa GROW PIwMB wo OEL{�A/TP1BtlC E R tDfill 1RUC1672r, AN APPIIDIW OCE F4MIL N AOoORDYIQ WITH M BARE D0011 AN>OBLY N6rALLID N COIf(INICC INIIH lHor eBC110M IQ17 711E WD LnAo ImDLEl,IBI11 MT 7HE na1WA ■MOLD OOOE AID NrB.1BDN,L IREOe1D 000E YC 1® THE MNrAcr-MImBrAMr MEDUBBEINIr (REF. MXNwRIR 7e Mac/Ly. QLAZW FIIDR PIIYIE ARM LIM 00UN/0 ON WMDE IXeiACE. Vliv�Ne FAW NYNRO tIW1 apnowIL I� 125 2 / aAaND Manor IwDE J OP(gNIL GI NDVD LIR tErN1n1. aAawo seDDW LIME as Er3/4' PAN HEAD 2011M. AftARK NM YAAOW AHD %%W* E NDuw INDItr 11W11NM OIT,WOII[ OPTIONAL D/1 OR 1 AGITIIC U10 AMWM[.•OPTIONAL ACRAIC CIIAI NG D IhAd00<11[ am OR LUCK a APW D 00 PLASTIC N ACOOIIDVLY WITH 11C/"M n" IMPACT- START t2h=UCTK)N- INK OIIIIE DOOR A16OLY 1111AU0 N COW"ADE AWN THIS 16CIlON MEM 71E WINO LAM 11E M03 MM OF TIE RaMA IIE0NI0 CODE OR MRANATId1AL IA I�EOUE�EMDIO/O�IP�E I> REDIp16 1)TQ. ow" to PII OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SEC11ON B-B FOR DETAILS. ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOG-L-LOC (TOP & BOT AND URETHANE ADHESIVE (ALONG CENTER) / \ ------ A LLOCATION OF A L OPTIONAL OUTSIDE KEYED LOCK POS OPTIONAL VENT MAx. DOOR WIDTH 16'-2' INSIDE ELEVATIONS THIS DOOR MEETS OR BEDSTHE BEW- SECTIONS LOADS FOR THE WAND SPEEDS LISTED BELOW _ _ ACCOROI(NGG TO THE FLORIDA &DG. CODE THE FOLLOWING 9 10 - CONDff101@ )0 OR IBC ) F� F� 2 ZONE. OR 10 -B 7O 12'--0- 7 NAR 2• of WIDTH N�`9 IMPORT (ACTOR OF 1.0, 4 ANY ROOF WIND SPEED MP L 130 140 1 150 THIS DOOR MEETS OR EXCEEDS THE DESIGN MEAN ROOF HEIGHT 30' 30' 15' 30• LOADS FOR THE WIND SPEEDS LISTED BELLOW ACCORDING TO THE FLORIDA BLDG. CODE OR TLC ASCq) FOR THE FOLLOWING 2) DOOR HLS ))2 WIDTH N EW END ZON 3) IMPORT FACTIHt Of 1.0 4 ANY INTER.. • STIIF WIND MPH 1110 120 120 130 c rOUTSIDE MEAN ROOF HExGfir 30' 30' 16' 30' LOCK BAR ENGAGES IN OUTSDE KEYED LOGIC TRACT( ON EACH SIDE NOTE; THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS OF DOOR. SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 2" THICK SHIP LAP JOINTS. V Ft 1 4fTA-LL C-CHANNEL 16 OIL GALV. STEEL 25 GA. MIN. EXTERIOR SKIN WITH G-40 GALVANIZING, BAKED -ON PRIMER AND A BAXED-ONAPPLIED PAINTED OFE M.TO �IA2C yr� VC�S TTO�PP � 4 B4 8 SHEET METAL SCREWS. MJ ATTACHED TO TOP BRACKET WITH (2) 1/4-xt/2' BOLTS AND NUTS PER BRACKET. 0R10NA6. DRUM" AV 9pNED N BUR: INK WITH A MIlW SIAL 0�066). GN ENGINEER: MARK WESTERFIELD, 21DA P.E. #48495, P.E. #23832, AS P.E. #91513 16 GA. PAINTED END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM (TOP, BOTTOM & CENTER). 18 GA. GALV. DOUBLE END STILES ZZ ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG-L-LOC SYSTEM. E'ID SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL �- ONE VIEW WTRACK. LOCK 04 '�- VIEW "C" EACH SIDE OF DOOR. INCIDFmIDE BAIT LOCK OPTION SNAP LATCH ENGAGES ONTO VERTICALTRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. TWO POINT LOCKING' STI LE INTO TRACK. OUTSIDE KEYEDEND HANDLE STILE HANDLE Oyu KLYFD LDP1K BRACKET USED FOR SNAP LATCH IOKJC oPnDN BOTTOM DOUBLE END STILE. tSEE VIEW b� 1-1/4" WIDE x 16 GA. GALV. STRAP. (5) PER DOOR SECTION ON 16' WIDE DOORS, EXCEPT (6) STRAPS ON 2ND (LOCK) SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 1/4%3/4- SELF TAPPING SCREWS (TWO SCREWS TO DOOR, ONE SCREW TO C-CHANNEL). 13 GA GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) %145/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION &VINYL WEATHERSTRIP. HORIZONTAL TRAP( SUPPORT BY DOOR 1137ALLFR (TO SUIT) DOOR COUNTERBALANCE SYSTEM 12 aA. GALV. STEEL FLAG BRACKET OR CONTNUOOUSS� STEEL E. ELL ANGLE 063� I33' TRACK 1MIC1c� 799X CONFIGURATION DOORS GAR IP TAIL TIP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKETS OR TRACK CADS. TRACK BRACKM/CUPS SPACED AT NO GREATER THAN IV APART. ONE 6 16'x1-5/8' LAO SCREW PER BPACIET OR CLIP. clopay LONG PANEL, PAN-21`1i DATE, 9/25/95 Building Products 8MA3oN off 45oa0 DRAWN BYI MWW Company (513) 770-4800 CHECKED BY, Clopay Corporation All Rights Reserved. JAMB TO SUPPORTING STRUCTURE ATTACHMENT U 1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK 07 12/ ISTHE IRANSF�EO TO THEE LLHOOPoZPONNTTAL (TOP) J MBR BETTER) JAMBS No LOAD FROM THE DOOR 08 T1/ 2) ALL JAMB FASTENERS MAY BE (BUT NOT REWIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. W000 FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3 2x6 PRESSURE TREATED GRADE 2 OR BETTER WOOD STUDS OF A STRESS GRADE NOT LESS THAN 12D0 PSI NAL EXTREME FIBER STRESS IN BENDING (F.). SAID WALLS TO BE CONTINUOUS FROM FOOTING TO 11E BEAMS. C-90 BLOCK WALL OR 2000 PSI MIN, Cp CN RETE 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FRIED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL LIARS BALL BE COMNUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DE90NM BY THE BUILDM ENGINEER OR ARCHITECT OF RECORD. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT r.Y1T m we cro ATTAPYUCUT K TwAI`x wRA!`llrTcl %kiTRACK COliIoUMT10N THE DOOR OPEN" DOES NOT AFFIXT THEME WIND LOAD RAW OF THIS DOCK HORIZONTAL TRACK SUPPORT BY TRACK MAY BE EITHER BRADIET DOOR INSTALLER (TO SUfh­� MOUNT MDR CONINJOUS MOLE r DOOR COUNTS BALANCE SYSTEM MOUNT(USES TRACK CUPS). HEM. r TRACK AVAILABLE AB NEEDED. 13 GA GALV. STEEL FLAG BRACKET OR CONTINUOUS STEEL ANGLE DOORS 8' TALL AND UNDER HEIGHT 1' I- tt 2' GALV. STEEL TRACK. 'l• TRACT( TMYp04SS:.063- - TYP. 2-1 2x12 GA. GALV. STEEL TRAM BRACKETS. DISTANCE BETWEEN pRACHETS MDT TO EXCEED 14 O.C. DOORS UP TO YO- WON HAVE 1(6) TRACK WACETS AND (1) FLAG 11U,OKETJ I(>T DDae1 Y'3' TO ero' 1NOM HN4Y[ ( ) 7RIC4( 91ACMEIB AMMO (1) FLAa BRACKET] ON r(e) DESIGN LOADS: +37.0 P.S.F. & -41.0 P.S.F. TEST LOADS: +55.5 P.S.F. & -61.5 P.S.F. WINDU AD RATING MAX W 6 D1113R SIZE, 16' 2 11W x 16' 0 "H DESCRIPTION - CLASSIC AND CH RP STEEL PAN DOUBLE -CAR, 16'2"W +37/-41 PSF DRAWING NUMBER, VERI B 101539 - A/B IBC •r as ,r..., �:... t>•�r. :x, ;:a. ll ,:.,.T tlT�ir•SIL1iDiI[•aa� nQl®dl'1.7a'Tr'if)T 'Te'^R ali7^•" :a�� • r Ett�r1•-►..t:a•7�NITBta_E7L•LIB7GIF�C'!!x'1 a,1rF'.r ��."G::•.3 •'��f�[LIIfLlI�If:.'4!rr:�7 FIT' i�'W"I,R•1•^:4`•�L4•E1'[]Ici>�1t-ter HWa L�TB:-r�„�.. -'.i :rit�EiII1E311::aN.r:xr>. LHR TOP BRACKET DOUBLE HORIZONTAL 7RACI( 1" DOOR OVERLAP (EACH SIDE) - - STOP MOULDING BY DOOR INSTALLER (TO SUIT) 16 GA. GALV. STEEL PAINTED END STILE nN 1LGI1 IBLJ`T I 2x6 YELLOW PINE JAMB 18 GA. GALV. STEEL DOUBLE END STILE yl{y J11 >1 L Yr�IL�MON 20 GA GALV. STEEL INTER. STILE 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W/ 4) 12 GA. GALV. STEEL TRACK #14x5/8" SHEET METAL SCREYV . BRACKETS FASTENED TO WOOD JAMB WITH 5/16'0-5/8" LAG SCREWS NOT TO EXCEED 14" O.C. A. USHNUT INSTALLED ON ROLLER SHAFT FOR UNRESTRICTED OPERATION. 2' GALV. STEEL TRACK FASTENED TO 14 GA GALV. STEEL ROLLER HINGE WM 12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W�(4) ABOVE TREE �RF CONFIGURATION TRACK ATTACHED TO EACH BRACKET 14x5/8' SHEET METAL SCREWS AAAAAANNNNNNbb DOES NOT AFFECT WILE WAHo WITH ONE 1/4'x5/8" BOLT & NUT t2) 1/4- SELF TAPPING SCREWS PER END HINGE. Law RATING OF THIS DOOR. OR TWO 1/4- DIA. RIVETS. 2" 10 BALL LONG STEM STEEL ROLLER WITH STEEL OR NYLON TIRE PREPARATION OF JAMBS BY OTHERS. JAMB CONFIGURATION SECTION C- -- 14 GA DALY. ROLLER HINGE. EACH HINGE FASTENED TO END STILES W/(4 /14>:6/6" SHEET METAL AND (2) 1/�'x /4 SELF TAPPING SCREWS. (SEE NEW '90 ONE 4' TALL C-CHANNEL PER DOOR SECTION. (1) t/4'x3/4? SELF TAPPING SCREW PER STILE LOCATION. 1-1V/44'' WIDE x 16 dl GALV. STRAP. (5) PER DOOR SECTION \_ON TO- WIDE DOORS. OPTIONAL (6) STRAP CONFIGURATION ON 2ND (LOCK) SECTION (SEE INSIDE EIIVATION) SPECIFIC TO THE NATURE OF THE LOCI( OPTION. EACH STRAP ATTACHED WITH (3) 1/4'0/4- SELF TAPPING SCREWS (TWO SCREWS TO DOOR• ONE SCREW TO C-CHANNEL). _ 13 GA. GALV. EL BRACKET. ATTACHED WITH 2) 14x5/8• SHEET METAL SCREWS. ALUMINUM EXTRUSION k VINYL WEATHERSTRIP. DESIGN LOADS: +37.0 P.S.F. & -41.0 P.S.F. TEST LOADS: +55.5 P.S.F. & -61.5 P.S.F. #14x5/B' SHEET METAL SCREWS 0 0 O O O 14' SELF TAPPNC SCREWS. 14 Crl END HINGES IB C_ RUEDIATC HINDS VIEW 1, NEW "C• HORIZONTAL OP .HIAB 1 (NO LOADC1 FASTENER HYPE MN. No. _ PER FASTENERS VERTICAL RAL JAMB 2x6 VERTICAL JAMB SECTION B-B (IMPACT RESISTANT) DETAIL •D• OPTIONAL DECORATIVE -2.25 WJL71PURPOSE HIGH BOND TAPE SWAP -IN INSERT. (BETWEEN FRAME AND FACADE) DECORATIVE FRONT FACADE. h- i O.1BB-F � STRUCTURAL SILICONE SE1WHi (BETWEEN STEEL SKIN AND FRAME). IMPACT RESISTANT - ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED GE LEXAN (10) /6 x 3/V PAN MEAD MACHINE SCREWS. SLX2432T FRONT FRAME & GLAZING. IMPACT RESISTANT GLAZING OPTION: OPTIONAL INJECTION -MOLDED FRONT FRAME AND GLAZING POLYCARBONATE UTES AVAILABLE. OPTIONAL POLYCARBONATE GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH OC/FBC 2606. THE GLAZING DESCRIBED IN THIS SECTION MEETS THE WINO LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE AND -OM MEET THE IMPACT RESISTANT REQUIREMENTS FOR WINDBORNE DEBRIS REGIONS (REF. CHAPTER 16 FBC/IBC). ORIGINAL. DRAWINGS ARE SIGNED IN BLUE INK WITH A RAISED SEAL (EMBOSS). ENGINEER: MARK WESTERFIELD, P.E. FLORIDA P.E. #48495, NC P.E. #23832, TEXAS P.E. #91513 8' TALL DOORS AND UNDER HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT)-\ DOOR COUNTERBALANCE SYSTEM 13 GA. GALV. STEEL FLAG BRACKET. UML. DOUBLE TRACK LOW HEADROOM IS AVAILABLE AS AN OPTION TRACK CONFIGURATION DOOR A 2" GALV. STEEL TRACK. _ �. TRACK THICI(NESS:.013- TYP. 2-1/2"02 GA GALV. STEEL TRACK BRACKETS. DISTANCE BETWEEN BRACKETS NOT TO EXCEED 14' O.C. (6 TOTAL BRI(TS PER SIDE FOR DOORS UP TO 7'0- HIGH). (7 TOTAL OWES PER ?DE FOR DOORS UP TO 8 0- HIGH). DOORS OVER 8• TALL HORIZONTAL TRACT( SUPPORT BY DOOR INSTALLER (TO SUIT) �- DOOR COUNTERBALANCE SYSTEM 12 GA GALV. STEEL FLAG BRACKET OR N ' DO ,RtF .K 0* CONTINUOUS STEEL ANGEL3* AVAIL YIETRA TACK AVNI/YceY��F AS1 NEEDED - TRACK 2• 3• GALV. STEEL TRACK , . 1oft CNW MIN. TRACK TI ESS M , �q M BtiT3Q E]QiDLt'.]EB=�' cJa:w1D••Jr�•� tT¢JlI�III-J1 iB1�DD1F311i['1•. IfIQ•1rLF:ryBi1� itlQilfl:•fl� TYP. 2-1 "x 12 (ILL GALV. STEEL 2K BRACKETS OR TRACK CUPS. TRACK BRACKETS/CLIPS SPAl2:D AT NO GREATER TWIN 14• MART. ONE S/16'xt-5/8' LAG SCREW PER TRACT( BRACKET OR CAP. OPTIONAL 10 SCREW WINDOW LITE SECTION B-B (NON -IMPACT RESISTANT) FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN IMPACT -RESISTANT FRAME. 1.25 GLAZING r MOLDED INSIDE LITE RETAINER. %8x3/4" PAN HEAD SCRLW " (10 SCREWS PER UTE). NON -IMPACT RESISTANT GLAZING OPTIONS: OPTIONAL DSB OR 1/8- ACYRUC UTES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS PLASKOUTE OPTIX OR LUCRE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2608. THE GLAZINGS DESCRIBED IN THIS SECTION MEET THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL. BUILDING CODE BUT DO N MEET THE IMPACT RESISTANT REQUIREMENT FOR W1NDBORNE DEBRIS REGIONS (REF. CHAPTER 16 FBC/IBC). U Z 4 U J 0 .. J J ao-JOW U- W 0� Q Z �Z-�W U 0 ❑❑❑ U Z z Wo W w > Of Li w O 0 I- �_ 0O Z O' 0 J J -J Q Z U Z WO lY M W W 0 00 0 0 W Z o0 N UJ m 1: xxJ V w = M o_ 0 Z Z Q J 0 Z U Z � IL U ISSUE DATE AUGUST 2008 REVISION DATE 2-8-2011 4-9 2012 SHEET N 2 PRODUCT APPROVAL 1.7 Listing Report. The term Listing Report shall mean the document prepared by Intertek, also known as Factory Audit Manual (FAM), which identifies the Client, the Manufacturer and the Product, and specifies Intertek Requirements for the Product, including the type and form of Mark which must be used on or in connection with the Product and related information. 1.8 Product. The term Product ("Product") shall mean a Client's device, equipment, material, or system manufactured by the Manufacturer, that has been submitted for testing or evaluation, found to be in compliance with Intertek Requirements and approved for Listing. 2. CERTIFICATION 2.1 Work Authorization. Except to the extent Intertek shall reasonably deem necessary in order to. respond to an alleciation that a certified Product in the marketplace is non -compliant, or in the ordinary course of follow up service inspections that are required for continued listing, Intertek shall not perform any services under this Agreement unless and until authorized by_.Client pursuant to a proposal pertaining to a particular Product that contains a scope of work, pricing and other terms agreed by the parties, and signed_bv an authorized representative of each party_ 2.2 Testing and Evaluation. Intertek is an independent laboratory providing testing and evaluation services to determine whether representative samples of a Product comply with designated national and international standards, specifications, and/or codes Intertek does not publish standards, specifications, and/or codes, and, therefore, does not warrant to the Client or the Manufacturer that the standard used for the evaluation is adequate. The Client and the Manufacturer understand and agree that Intertek has only tested or evaluated the submitted Product samples and does not guarantee or warrant the quality or compliance of all units of the Product manufactured or produced by the Manufacturer. The Manufacturer further acknowledges that as an independent laboratory, Intertek assumes no responsibility for the production of the Product. 2.3 Client Obligations. The Manufacturer understands its obligations pursuant to this Certification Agreement in order to maintain eligibility for Listing, and warrants that it shall comply with the following provisions: (a) The Manufacturer agrees that if the Client or Manufacturer wishes to modify or change the Product such that the Product no longer meets the requirements of the Listing Report for the Product, the Client or Manufacturer must first either obtain the approval of Intertek or discontinue use of the Mark. The Product may no longer be eligible for Listing if it has been r r k' i evaluation. r t Client or Manufacture after Intertek's testing ore a modified o changed b he 9 Y 9 (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) Tileit Manufacturer agrees to notify Intertek in writing of any reports that t receives of serious personal injury or property damage involving the Product. (d) The Manufacturer shall 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. 2.4 Reservation of Rights. Intertek reserves the right, upon reasonable written notice to the re-evaluation ma be the result of Follow-up Client, to re-evaluate the Product at the Client's expense. Thisy p standard new information regarding din the characteristics of the material revision of the applicable Service a 9 g used in the Product, or other information that raises a question concerning the conformance of the Product to Intertek Requirements 2.6 Revision or Withdrawal of the Intertek Requirements. Intertek reserves the right, upon reasonable notice to the Client, to revise or withdraw the Intertek Requirements. If the Intertek Requirements are revised, the Client and the Manufacturer shall be entitled to continue Listing and Labeling of the Product upon a demonstration to the satisfaction of Intertek that the Product complies with the revised Intertek Requirements If the Intertek Requirements are withdrawn, the Client's and the Manufacturer's right to the Listing and Labeling of the Product shall terminate pursuant to the terms of Article 6 of this Certification Agreement. In the case of a revision or withdrawal of Intertek Requirements, Intertek shall provide a notice specifying a date by which the Product must meet the revised Intertek Requirements or for such termination. 3. LISTING AND LABELING 3.1 Ownership of the Mark. Ownership of the Mark and all trademark rights in the Mark remain in Intertek, even if it is used on the Product. The Mark shall only be applied to a Product that complies with the Intertek Requirements and such Mark shall be applied as specified in the Listing Report. The Mark may be applied only to those models and brands that are specifically narned in the Listing Report at the factory receiving active Follow-up Service and as noted on the Authorization to Mark. Except as provided herein and as indicated in Article 3.2, any other use of the Mark, or the Intertek name, on the Product is expressly prohibited. 3.2 Follow-up Service. As a part of the Listing and Labeling of the Product, the Manufacturer shall cooperate with the Intertek representatives who conduct Follow-up Service. Follow-up Service may include factory audits at any time during business hours and such Intertek representatives shall have free, unannounced, and immediate access to the Manufacturer's premises wherein the Product, or components thereof, may be fabricated, processed, finished, stored, or located. Intertek representatives shall comply with factory policies as required while on premises. Follow-up Service is intended to allow Intertek to monitor the Manufacturer's compliance with maintaining continuing conformity of the Product to the Intertek Requirements, and to control the use of Intertek's Marks. The factory audits are not intended to satisfy or otherwise replace Manufacturer's responsibility to maintain its quality control program and to ensure that the Product remains in the compliance with the Intertek Requirements. Follow-up Service may also include Manufacturer questionnaires, and/or the Manufacturer's warranty of conformity. Intertek has the right to perform a final factory inspection to record final production status and to recover all unused Intertek Certification Marks upon notification of termination of the Authorization to Mark. Fees for a Final inspection will be billed in accordance with Article 73 of this Certification Agreement. 4. INDEMNIFICATION AND LIABILITY 4.1 Indemnification. The Manufacturer agrees to hold Intertek harmless and to defend and indemnify Intertek against any liability, loss, or damage from claims, demands, costs (including legal fees), or judgments arising out of any negligent or intentional acts of the Manufacturer relating to the Product or arising from the use of the Mark. 4.2 Liability. Intertek will not, under any circumstances, be liable to the Manufacturer for any indirect, special, punitive, or consequential damages, or any third party claims which may arise as a result of the services provided in this Certification Agreement. 5. FAILURE TO COMPLY WITH INTERTEK REQUIREMENTS 5.1 Remedial Action. In the event that Intertek detects any deviation or variance in the n h rized use of he Mark or Intertek name upon n improper or u auto s t Product from Intertek Requirements, orp written notice to the Client Intertek reserves the right, in its sole discretion, to take such action as it deems necessary, including but not limited to: (a) Requiring the Client, at its own expense, to undertake corrective action to ensure that the Product complies with Intertek requirements; (b) Suspension or revocation of the Listing and the right to label the Product; (c) Withdrawal of the supply of labels and removal of the Mark from non -conforming products; (d) Removal of the Product from the Intertek Directory of Listed Products; (e) Termination of this Certification Agreement pursuant to Article 6; M Notification of regulatory authorities and the public, (g) Compliance with any applicable statutes, rules, or regulations. 6.2 Injunctive Relief. The Manufacturer acknowledges that the manufacture, sale, delivery, shipment, distribution, or promotion of the Product utilizing a Mark would mislead or endanger the public if such Product is not eligible to use the Mark or does not comply with the Intertek Requirements. The Manufacturer further acknowledges that a breach of this Certification Agreement can not be adequately compensated by money damages. The Manufacturer agrees that in the event of a breach of the Certification Agreement, Intertek shall have the right to obtain a temporary restraining order without prior notice to the Manufacturer, together with an action for a preliminary and permanent injunction, and such other and further relief as may be provided by law. Said injunction shall prohibit the Manufacturer from further use of the Mark and shall require the Manufacturer to comply with the provisions in Article 6.3 of this Certification Agreement. 6.3 Suspension. Upon a Client's or a Manufacturer's failure to comply with any of the requirements of this Certification Agreement or Listing Report, Intertek may issue a letter of suspension which shall notify the Client of the nature of the failure and the period of suspension of the Client's right of Labeling. in the event that the Client fails to take corrective action to resolve the cause of suspension, this Certification Agreement shall be terminated pursuant to Article 6. 5.4 Public Notice. In the event that Intertek has confirmed evidence that the Product in the marketplace has a significant non -conformity, Intertek will contact the Client and act in support of remedial steps taken by the Client to address the non -conformity, including, if necessary, public notification and/or a product recall undertaken by the Client. In the event that the Client does not take action to address a significant non -conformity related to the Product, Intertek reserves the right to contact appropriate government agencies, other parties in the supply chain and/or issue public notifications advising of the non- conformity pursuant to Article 5.1(f) above. 6. TERMINATION OF THE AGREEMENT 6.1 Termination By Either Party. Either party may, for any reason, terminate this Certification Agreement, as to any Product, upon not less than sixty (60) days written notice to the other designate termi termination date and the notice period shall be deemed to commence party. Such notice shall o n aea upon the date of mailing of the notice to the other party by registered or certified mail, return receipt requested or by courier with confirmed delivery. 6.2 Intertek Right To Terminate. Intertek may terminate this Certification Agreement, as to any Product, without prejudice to any other rights or remedies that Intertek may have, upon either of the following: (a) Immediately upon written notice, if Intertek determines that the Product fails to comply with the Intertek Requirements or the Client is in default pursuant to Article 7.3; (b) Thirty (30) days after the Client receives written notice in the event of: (i) the filing of a voluntary or involuntary petition in bankruptcy; (it) the making of any arrangement or composition with creditors b the Client III the appointment of a receiver for the Client P Y . (III) pP or (iv) the voluntary or involuntary liquidation of the business of the Client. 6.3 Obligations Upon Termination. Upon termination of this Certification Agreement, the Client and the Manufacturer shall: (a) Discontinue the use of the Mark on the Product or Client's promotional material or advertising. material, and the Listing R (b) Promptly return to Intertek all Marks, Labeling mate a , g Report, , and warrant in writing the date of last use of the Mark. WTS/mm 11/09/09 Page 2 of 5 SD 16 3 4e (1119109) Mandatory I WTS/mm 11/09/09 Page 3 of 5 SD 16.3 4e (11/9/09) Mandatory I WTS/mm 11/09/09 Page 4 of 5 SD 16.3.4e (11/9109) Mandatory Page 3 Inspector's Initials: Date ClienuLocation: _D N w PRODUCTS - (It NO to any question complete a Variance Report) 20. Does the Listing Report contain a product description, specifications, assembly drawings and manuaaopring tolesnges? NIA u Yes A No ❑ 21. Is the client conducting the final Inspections or tests required in the Listing Reports, prior to final approval and labelin f the finiald product? A ElYes p No 22. Do the finished products meet the requirements found in the listing reports? N/A ❑ Yes fo No ❑ 23. Are nonconforming products segregated from conforming products as directed in the Listing Report? N/A ❑ Yesk No ❑ 24. Are you able to trace the product from raw materials or supplier to a finished product with the productio / quality re s? N/A 11 Yes No ❑ 25. Is there a specfic area for quarantine of noncompliant material (whether it Is raw material, in -process rin tertal Y finished ma ortaj,)I that did not most the minimum specHlcations? SAMPLINGICOMPLAiNIT TRACKING 26. Were arypamples collected? WAfiQ (9 sampling Is not required at this location) Yes ❑ If samples were collected provide details of the samples here: No ❑ (only If sample is required and not selected, otherwise please check N/A) If sample Is required and no sample was Collected explain: 27. Does thcOient have a method of tracking all complaints from customers? YesJJQ If new or revised describe: No ❑ Please Complete a Variance Report 28. Did you pVlew all complaints since last audit? Yea No Complaints to Review ❑ Managed at Corporate or other location ❑ No ❑ if complaint method not reviewed, please explain why (FiSD 19.3.14 (form" MIDPIR100) REV 4/12/10 Intertek Mandatory Distribution: Original Intertek Copy Client Copy Inspector Page 4 of Iq Inspector's Initials: Date: Client/Locabon: CLOSING 29. Was CSR document provided to client? Yes[] No)o and no changes are requested today please check NO) (it provided to client for future use 30. Were variances noted during this inspection / audit? Yes ❑ NoX If no skip to 031, if yes (complete the following and a Variance Report): 30. a. was it Product or Label Related? Yes ❑ No ❑ 30. b, was it related to an administrative change to a Quality Control Manual? Yes ❑ No ❑ 31. Have preAws technical variances been corrected? Nif no previous variance) IA Yes attach proof of correction No attach copy of original Variance Report) COMMENTS 1 acknowledge receipt of a copy of this inspection report bq1k tative. Factory Representative's Signature Intertek Repreaturs Reviewed by: Date NO Report Is for the exaArerma use of intertek s cmw and y p vadw PWW W b fhe carakakn aPrsertwrt betwewa hrbtrtwk and its CNent lowtdes resporptbAy end NablNt y aea NmMed to the twmre art oonakir►e of the apraanlart Intertek an no no /hbdity to P�14 CM ► dWO t0 Me Cdrerrt In s000rdanoe WO Eta aprsenwrt, Porn any bore, dXP&V0 Of damage oopWWW by the use of Uft Milloort Oniy the Clrarrf IS m0orized to PWIW oapyirV or dratftLOw of this Report and then oMy in xe en&Sty, Any use a d1e Inte►hk narne orors of ka r, -I, ibr the saw or � o f � � «y material prodiat a aetyoe rrwgt 11 a be aFpnWW In W" by NMertek. Thy Report by g"N dos not dsn sveh that the mowiet Prock4 or savow 1% or has suer been, aVbb labr m hMrubrt OwtdmwkO M4* initial Fadory Asm"maft end Fdkw up Savbee are /br the pwpoee ar aeawinp usage a tha CerMlration m 1 M s000rd* in with t P Ngmwrw* they are nat krr the Purposes of produotkw Ouao co►rad art do not ratteve the Gent of thek obNpatbna to thy respaK# 9 SD 18.3.14 (tormerty MIDPIR100) REV 4/12/10 Intertek Mandatory Distribution: Original Intertek Copy Client Copy Inspector Intertek PERIODIC INSPECTION REPORT Page 1 ofA All requested information must be completed. State the reasoning if the Information is not available or not applicable. Use additional pages if necessary, Date Time D M Year r.. _ _ Frequency of InsPOCUions Client: C__ � Applicant Name (if Factory Address: Report Number(s): Factory Representative: Intertek Representative: Telephone Number. Facsimile Number; E-Ma8 Address: DOCUMENTATION (N NO to #1. of aft. of YES to #3, provide client with Customer SwVlce Request 1. Are Cllent'a document) Page currant?Pany name, address. contact, phone tt, faxill on the Authorization to Mark N/A ❑ Yes No (] N any incorrect, Please circle the Incorrect 2. Are listinarreporfts and/ item(s) N/A Yes � a of the latest edition? 3. Has there been a chan to the ks ( 411N/A ❑ Yes �] ,,personnel?Iv' • +.�mv rmGESS - inspector; Review and Initial all records, checklists an certificates for completeness and tfaceabll for<ns� check here [Sand skip to question numbernY• N Client h a (if NO to any question complete a Variance epwt) 4. Is the production flowchart or description tion of representatiye of actual pu P production methods contained In the manual N/A ❑ Yes fl�f won flo and process? ,fC" No (� SO 16.3,14 (formerly MIOPIR100) 9 Mandatory Distribution: Original Intertek Cagy COPY Client ek REV 4/12/10 Copy inspector (c) Continue to honor the terms of Article 4 of this Certification Agreement concerning indemnification and liability, which terms shall survive the termination of this Certification Agreement. (d) Pay any remaining outstanding charges owing to Intertek. 7. ADMINISTRATIVE P 7.1 Confidentiality. Without written authorization from the Manufacturer, Intertek will not voluntarily disclose to third parties confidential and proprietary information which the Manufacturer provides to Intertek. This obligation shall not apply to information which is already available to the public, or acquired from other sources without confidentiality restrictions, or is required to be disclosed by Intertek to Regulatory Authorities responsible for the acceptance of the Product. Intertek agrees that this obligation to maintain confidentiality shall survive the termination of this Certification Agreement. 7.2 Subpoena. If Intertek is served with a Subpoena, Court Order, or similar document requesting the disclosure of confidential or proprietary information supplied to Intertek by the Manufacturer, Intertek shall promptly notify the Manufacturer. In the event that the Manufacturer chooses to contest the request, Intertek shall cooperate with the Manufacturer. The responsibility for contesting the request shall rest solely with the Manufacturer. If the Manufacturer declines to contest the request or is not successful in contesting the request, Intertek will provide the requested information. Any costs incurred by Intertek in responding to the request, including reasonable attorney's fees, shall be reimbursed by the Manufacturer immediately upon invoicing by Intertek. 7.3 Fees. Certification fees for maintaining the Listing, conducting the Follow-up Service, and licensing of the Certification Mark will be prepaid or billed to the Client or a designated payor. Payment shall be due upon presentation of invoices and the Client shall be considered in default if the charges are not paid within thirty (30) days. Certification fees are non-refundable. 7.4 No Assignment. The rights running to the Manufacturer under this Certification Agreement may not be assigned to or acquired by any other person or corporation without Intertek's written authorization. 7.5 Term. This Certification Agreement shall continue in effect for a period of one year from the date first above written and shall automatically be renewed thereafter for periods of one year, unless the termination rights provided for in this Certification Agreement are exercised. shall be interpreted in accordance with and This Certification Agreement 7.6 Jurisdiction. P governed by the laws of the jurisdiction within which the Intertek office stated in the opening paragraph is located. Intertek Test g rvices NA Inc. - (Signature d Intertek Individual) By: Bob Davison Title: _ Director of WHI Certiftation Date Signed: 1 d o�� WTS/mm 11/09/09 Accepted By: Clovay Building products Company, Inc. (M of ct er C pany Name) By: (Proprietor, Partner or utt rized Officer - Signature) �- 1a / e , s Y� -- (Name of Authorized Individual -Printed) Title: •-- �'. �nJG . i�.! Efi�/.✓(, - Date Signed: Page 5 of 5 SD 16.3.4e (1119/09) Mandatory Page 2 or inspector's Initials: Date:_ Client/Location: 5. Do the inw ing raw m dals mat those noted in the manual NIA U Yea No L_,J 6. Does the client conduct the required tests and/or inspections on incoming material as specified in the Listing Re it? NIA ❑ Yes No ❑ 7. Are files of Test Report_sJJ nspection Reports up to date? N/A ❑ Yes K No ❑ 8. Are non--va ed or no plioNo materials appropriately segregated? 9. Is the client conducting inspections and tests required in the Listing quality control? R sport for in -process N/A [ Yes No ❑ 10. Does th+cllent maintai records f necessary or required Inspections and tests? N/A j Yes M NoFTL �] 11. Are the r cords up to d to and ini4led by an Intertek Field Representative? N/A (� Yea No U 12. Is merit used for QC teaHng calibrated ❑ verified Q or checked go/no go ❑? ( Anaca�oertificate If caNbrated. Describe procedure otherwise. 13. Is i rlpment used for manufacturing calibrated ❑ verdiad Q or checked go no go ❑? C"a�tb;ta,/ rtit cilitte If calibrated. Describe procedure otherwise. 14. If calibrated, can you trace the calibration equipment back to a 17025 tra ble lab? Certificate Attached at least annually Xor Next calibration due dale 15. Does the L7client have no eq NiPo for manufacturing and/or testing? If so then record the new equl nerd. LABELING - INSPECTOR - INITIAL AND DATE LABEL LOG BOOK1 (If NO to any question Complete a Variance Report) 16. Are Product Marking i Accordance with the Listing Report? N/A Yes No ❑ 17. Labeling Method: HSeparable Labels (Supplied by Intertek) Direct Imprint (by Client) BIT 'Neither 18. Is label Wurity adequ te? 19. Are log §Meets property mpleted? N/A �Q Yes U No ❑ N/A+('`QGj Yes No ❑ Ms Oleo SO 16.3.14 (formerly MIOPIR100) REV 411 Intertek 2/10 Mandatory Distribution: Original Intertek Copy Client Copy Inspector U Z Q � 0 U U � .. J J J J mJ 0 W 0 Q Z r r Q Z �- Z W U � J 0 J co :) _ _ 2 W ❑ ❑ ❑ U 0 Z Z in o: w �^W V) (10 w �0 c� O Z it 0 J J Q Z 0 Q J_ � W 0 o m � Z 0 W Wao z o0 0 J NM m U �w U o Z � o �z 0 J U z Z ou ISSUE DATE AUGUST 2008 REVISION DATE 2-8-2011 4-9-2012 SHEET N2m 1 PRODUCT APPROVAL Rexrrl prepared fur. Scutt Ilantidun Clo ay Building Products Co. Inc. CBP(' on 3r7-2012 2.41:08 PM I p p ( p. � ( u DIRECT = 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 ort is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between p p p g nt a weep Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report. Only the Client is authorized to permit copying or distribution of this report and then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test results in this report are relevant nlY 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., LTC. (('BPCI 27355 Rev. Mar 7 2012 1:53PM Uncontrolled Copy Page I of P t, � � � Copy 6 Report prepared for. Scott lLinn Iton (Clopay Building Products Co., Inc. (CBPC)) oil 3/7.12012 2:41:08 PM DIRECT AI�IIII� ,Double Car 18' 2" Steel Pan (120) No ; 18' 2" i +37 PSF -37 PSF i iDouble Car 18' 2" Steel Pan Yes 18' 2' j +37 PSF -39 PSF jGallery/Artistry/ Expressions (121) ; :Double Car 18' 2" Steel Pan No ! 18' 2" j +37 PSF -39 PSF Gallery/Artistry/ Expressions (122) { Offrihr rfo 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. (('BPC) 127355 1 Rev: Mar 7 2012 1:53PM I Uncontrolled Copy Page 4 of -I Report prepared for. Scutt Hamilton (Clopay Building ProdUCtS Co., Inc. (('BP(')) on 3/72012 2:41:08 PM WIND LOAD RESISTANT DOORS Clopay WINDCODE® W6 Sectional Doors Clopay WINDCODE® W6 Sectional Doors DIRECT Impact ;Max. Design 'Design Rating ;Width Pressure Pos. !Pressure Neg. Single Car Double Skin EPS N/A 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 j -40 PSF Single Car Double Skin EPS Yes ! 9' - 0" +38 PSF 1 -42 PSF Gallery/Artistry/ Expressions i Single Car Double Skin EPS No ! 9' - 0" ! +38 PSF -42 PSF Gallery/Artistry/ Expressions ; Single Car Double Skin EPS with Yes 9' - 0" +38 PSF -42 PSF Overlay Single Car Double Skin EPS with No 9' - 0" 1 +38 PSF -42 PSF (Overlay { (Single Car Double Skin PUR 79 N/A 9' - 0" +37 PSF ! -37 PSF !Single Car Double Skin PUR 80 Yes 9' - 0" +37 PSF -40 PSF Single Car Double Skin PUR 81 No 9' - 0" +37 PSF { -40 PSF Single Car Double Skin PUR with Yes 9' - 0" +38 PSF -42 PSF Overlay 82 Single Car Double Skin PUR with No 19' - 0" +38 PSF -42 PSF v I O er ay 83 I Single Car Steel Pan 84 Yes _ 9' - 0" _ j +38 PSF ! -42 PSF Single Car Steel Pan 85 j No ( 9' - 0" ( +38 PSF -42 PSF Single Car Steel Pan 86 Yes 9' - 0" +37 PSF -37 PSF� Gallery/Artistry/ Expressions Single Car Steel Pan 87 No 9' - 0" +37 PSF -37 PSF Gallery/Artistry/ Expressions Single Car Steel Pan with Overlay No ( 9' - 0" +37 PSF -37 PSF Overlay 9 Y - i 37 SF -37 PSF _ - Sin Ie Car Customs Wood N/A ' 9 - 0 i +39 P .. SF _ ' -45 PSF Double Car Double Skin EPS j No 162" { +37 PSF -40 PSF Double Car Double Skin EPS I Yes ! 16' 2" +37 PSF -40 PSF Clopay Building Products Co_, Inc. (CBP(') 127355 1 Rev: Mar 7 2012 f:5311M j Uueontrollcd Copy Report prepared to].: Scutt llamilton (Clopay Building Products CO., Inc. (('13P(')) on 37 2012 2:41.08 PM DIRECT I� Double Car Double Skin EPS Yes 16' 2" +37 PSF ! -40 PSF ;Gallery/Artistry/ Expressions (Double Car Double Skin EPS jGallery/Artistry/ Expressions 96 { No 16 2 +37 PSF -40 PSF IDouble Car Double Skin EPS with overlay j Yes 16' 2" +37 PSF j -40 PSF j ?Double Car Double Skin PUR (98) Yes 16' 2" +37 PSF ! -40 PSF ..__._.._ - _ _---__ IDouble Car Double Skin PUR (99) No 16' 2" +37 PSF -40 PSF ;Double Car Double Skin PUR with Yes 16' 2" +37 PSF -40 PSF Overlay (100) IDouble Car Steel Pan (101) Yes 161211 +37 PSF 41 PSF ,Double Car Steel Pan (102) ( No 16 2 +37 PSF -41 PSF Double Car Steel Pan (103) ( Yes 16' 2" +37 PSF -41 PSF {Double Car Steel Pan (104) Yes 16' 2" +37 PSF j PSF { Gallery/Artistry/ Expressions -41 !Double Car Steel Pan (105) No 16' 2" I +37 PSF -41 PSF Gallery/Artistry/ Expressions 'Double Car Steel Pan (108) with No 16' 2" +37 PSF -37 PSF Overlay Double Car Steel Pan (109) with Yes 160211 +37 PSF I -37 PSF ;Overlay 'Double Car 18' 2" Double Skin EPS (110) Yes 18' 2" +37 PSF 1 -37 PSF IDouble Car 18' 2" Double Skin EPS j No 18' 2" +37 PSF -37 PSF !Double Car 18' 2" Double Skin EPS Yes �� 18 2 +37 PSF -37 PSF �Y rY P Gallery/Artistry/ /Artist / Expressions I 'Double Car 18' 2" ;with Overlay Double Skin EPS Yes 18' 2" ! +37 PSF -37 PSF �Double Car 18' 2" Double Skrn PUR i I Yes 18' 2" +37 PSF -37 PSF ! (114) 1 ;Double Car 18' 2" Double Skin PUR ! No 18' 2" +37 PSF -37 PSF (115) !Double Car 18' 2" Double Skin PUR i Yes 18' 2" +37 PSF -37 PSF I ;with Overlay (116) ;Double Car 18' 2" Steel Pan Yes 18' 2" +37 PSF -3-9 PSF ;Double Car 18' 2" Steel Pan No 18' 2" +37 PSF 39 - PSF ` iDouble Car 18' 2" Steel Pan (119) 1 Yes 18' 2" ( +37 PSF -37 PSF i Page 2 of 4 1 Clopay Building ProdnCt9 Co., Inc. (CBP(') 127355 1 Rev: Mar 7 2012 1:53PNI I Uncontrolled Copy Page 3 of 4 U Z Q � U U LL m 0 W � 0 Q Z LLJI—QZ �- W J m U 0 :) _ _ 2 ")❑❑0 v 0 Z Z � Q o w W U/ LLI LLJ 0�0 0 O Z � c� 0 J Q Z U Q J_ �— Z Q W 0 0 Ckf o L 7 0 W 0 W Oo z o� 0 J N� m = U �W 00 Z �o z O0 z Q J Z UU ISSUE DATE AUGUST 2008 REVISION DATE 2-8-2011 4-9-2012 SHEET N202 PRODUCT APPROVAL BUILDING DROPS 127W FatrbSuite4 uite 8 S38 Winter Park, FL 32789 A Perfect Solution in Every Drop 407.644.6957 PH Ce,bficate U1 Aulhunzat.on: 29578 407-644-2366 FX contact@buildingdrops.com February 24, 2012 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer #73778 MANUFACTURER: Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 FLORIDA PRODUCT APPROVAL #: FL14039 PRODUCT CATEGORY: Windows PRODUCT CATEGORY: Single Hung SUBJECT: Product Conformance to the 2010 Florida Building Code Dear Sir (Madam), I have reviewed the referenced Florida Product Approval and associated documents and found all drawings, reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents listed below to be in compliance with the 2010 Edition of the Florida Building Code. It has been concluded that no revisions or changes to the referenced standards and standard years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the Florida Building Code. Therefore, all test standards listed below are valid for the 2010 Edition of the Florida Building Code. SECTION DRAWING I REPORT Q.A. ENTITY Q.A. EXP. TEST ST_DS. PGW029 14039.1 PER 1121 NAMI 12/31/2013 AAMA 101-05 PGW030 Note: AA MA ]Ol-05 = AAMA/WDMA/CIA 101/1.5.2/A440-05 fo 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 Codc. This product is manufactured under a quality assurance program currently approved by the Florida Building Commission. Page 1 of 2 127 W. Fanbanks Ave, BUILDING DROPS Suite 438 Winter Park, H 32789 A Perfect Solution in Every Drop 407.644 6957 PH Cerldicate ulAuthouzatiun-.29578 407 644 2366 FX contact(tibuildingdrops corn 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, �1F NO o� �" � 1� �F 4`CPNo'4!ry ;;PO - p rTATFIr f Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document ;''/ONALe�°�.. PP 9 Hermes F. Norero, P.E. .,, 1,4 Date: 2012.03.06 20:08:34-05'00' nnmt� Florida Registered Professional Engineer #73778 Page 2 of 2 UNIT MAX. WIDTH 53.00" - 'y D.L.O MAX. WIDTH 49.44" / g '• F l3A / D DLO MAX. F 3 HEIGHT ' ..0., 33.25" UNIT MAX. HEIGHT -.\ i 72.00" i X C q r SASH MAX. \\3 / 4 HEIGHT 36.131" t 3` 4� SASH MAX. WIDTF151.25.. ELEVATION SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE I ANCHOR LAYOUT UNIT MAX. WIDTH 48,00' D L.O MAX. WIDTH 44.31" J 5 B _, VK ,. D 5 ,3'j. UNIT MAX. HEIGHT- 84.00" ! 4' i 3 I � 5 SASH MAX, WIDTH 46.25" ELEVATION SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE .� PLy,GEM 433 N MAIN ST, PO BOX 559. ROCKY MOUNT, VA 24151 PH. "0 484 61" FX, 540-484.660 n 90 " D.L.O. MAX. HEIGHT a 45.56" SASH MAX. N J v a N Jj ui 11 $ c — HEIGHT - 35 88' aOD vi Y o'� c O Z N OD < sy b W w 3 $ - W 9 F A m Z a LLJ uj EDGE HEAD SILL JAMB O.C. CORNER INSTALLATION QTY PER EMBEDMENT ANCHOR TYPE SUBSTRATE DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION (IN.) (IN.) (IN.) (IN.) (IN.) (IN.) #8 SELF -TAPPING FIN I STEEL STUD 3 THREADS N/A 12 12 9 4 3/16" ITW TAPCON FLANGE 1 CONCRETE/MASONRY 1.25 2.5 20 20 4 #10 SELF TAPPING FLANGE 1 STEEL STUD 3 THREADS N/A 20 20 4 3 THREADS MIN. SHEATHING, ENGAGEMENT BY OTHERS EXTERIORFINI5H BY OTHERS PERIMETER CAULK BY OTHERS / O.A. WINDOW HEIGHT EXTERIOR EXTERIOR O.A WINDOW HEIGHT .. .... .. ..... t --- 5 1/4' MAX. (15) SHIM SPACE SEE GLAZING DETAIL I INTERIOR F VERTICAL SECTION 4 HEAD - 1X WOOD/CONCRETE/MASONRY 4712 FIN SEE GLAZING _- DETAIL I PERIMETER CAULK - BY OTHERS EXTERIOR FINISH BY OTHERS - SHEATHING BY OTHERS—3 THREADS MIN. -�I ly- ENGAGEMENT E " VERTICAL SECTION SILL - PRECAST CONCRETE 4712 FIN 4712FL FRAME - HEAD ALUMINUM 0) TYPICAL WALL THICKNESS 062" -I 2.43" C6 4712F FRAME - SILL ALUMINUM TYPICAL WALL THICKNESS: W' 2.484" 3 297' _ L 2 4712FL FRAME - SILL ALUMINUM TYPICAL WALL THICKNESS.062• P797" 4712F FRAME - JAMB ALUMINUM TYPICAL WALL THICKNE55: 05U" #8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS INTERIOR 1/4" MAX. SHIM SPACE �l f METAL STUD FRAMING BY OTHERS #8 SELF TAPPING SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE #8 SELF TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS 3 THREADS MIN ENGAGEMENT SHEATHINGS' BY OTHERS `, 17 18 EXTERIOR FINISH BY OTHERS -- PERIMETER CAULK -� O.A BY OTHERS WINDOW WIDTH G HORIZONTAL SECTION 4 JAMB - STEEL STUD FRAME 4712 FIN EXTERIOR ') 4712FL FRAME - JAMB 3 ALUMINUM '� TYPICAL WALL THICKNESS:.062" 2 43� L) 2 269` C8 4812F FRAME - HEAD 1/ ALUMINUM TYPICAL WALL THICKNESS. 062" 1 785' h 2.41 T O m Ln A m c I- V) Ziyg v in v DWG W PGW029 SHEET: 2 OF 6 INTERIOR PLY GEM 433 N MAIN ST , PO BOX 559. ROCKY MOUNT. VA 24151 PH. 541) 484 6348 F4. 540 484 6683 - M h ri 6", < 9 N `SEE GLAZING N � > � g DETAIL 1 1 = vi 'r u ZO Y N ,Q Z < T a tx 2 4) �o owc LLz 11 :4 Fes+ �Cu > a i EXTERIOR F- 71 A 11 INTERIOR 'Hl VERTICAL SECTION q MEETING RAIL 4 4712FL - JAMB CLIP ALUMINUM TYPICAL WALL THICKNESS: .062" �I 0 382' 2 309" ( 9 ( 4812F FRAME - SILL ALUMINUM TYPICAL WALL THICKNESS. 062' 2 48T' "- --r I 3.297" 4 �• R. 1j E i= Ci k 3z A DWG #: PGW029 SHEET: 4 OF 6 5 4712F FRAME - HEAD (�) ALUMINUM TYPICAL WALL THICKNESS. 062'.. 2.43" -�-I 1.785" ;;gr,� PLV GEM �► J �.,,, f'l if j�^.'• 473 N MAIN PO BOX 559. ROCKY MOUNT VA 24151 PH 540 4B4 4345 FX. 540 494 6683 r1 NP j r Z V 10 4612F FRAME - JAMB ALUMINUM TYPICAL WALL THICKNE55: 062" o Ysi a c LL Se ��z - a 0 l O a 1- 2769 - -C A SASH HEAD 11 ALUMINUM 12 SASH -SILL SASH - JAMB (13 ALUMINUM MEETING RAIL \J GLAZING BEAD 14) ALUMINUM C15/ VINYL V) Z TYPICAL WALL THICKNE55 .062" ALUMINUM TYPICAL WALL THICKNESS: 062' TYPICAL WALL THICKNE55:.062" TYPICAL WALL THICKNESS:.062" O - - 1.297 H ZO -i ].771` - - 1-482' t:r v 1 1.365" 2.594" i 2.24• 0 64 5" . __" w va W I 1— A f BILL OF MATERIAL NO. _PART NUMBER _ DESCRIPTION MATERIA_L _ MANUFACTURER 1 11068 4712FL FRAME - HEAD ALUMINUM PLY GEM 2 11929 11070 - 471ZFL FRAME - SILL ALUMINUM ALUMINUM PLY GEM _ PLY GEM 3 - --4712FL FRAME - JAMB 4 11451 4712FL - JAMB ANCHOR CLIP 4712F FRAME - HEAD ALUMINUM PLY GEM 5 6 10372 ALUMINUM ALUMINUM PLY GEM PLY GEM PLY GEM 11927 4712E FRAME -SILL 4712F FRAME - JAMB 7 10374 ALUMINUM 8 - 10379 4812F FRAME HERO ALUMINUM - ALUMINUM PLY GEM 9 11928 4812F FRAME - SILL ---- PLY GEM 10 10381 4812F FRAME - JAMB ALUMINUM PLY GEM IJ 11622 - HEAD ALUMINUM PLY GEM 12 11926 _SASH SASH - SILL ALUMINUM PLY GEM 13 10377 SA5H - JAMB ALUMINUM PLY GEM 14 11623 MEETING RAIL ALUMINUM _ PLY GEM 15 V - 490 TYP GLAZING BEAD VINYL _ PLY GEM 16 V - 7145 FIXED JAMB SHIM ALUMINUM PLY GEM 17 VY7139 V - 7140 SASH SHIM ALUMINUM PLY GEM 18 SCREEN RETAINER ALUMINUM PLY GEM {Z . t il�yy ma �� F mC m N mLIT = Y v Z m A V In OWG #: PGW029 SHEET: 6 OF 6 3/16" ITW TAPCON INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN -. __._. _ 2 112" MIN. CONCRETE/ MASONRY 6 1X �\ EDGE DISTANCE WOOD BUCK BY OTHERS 1X WOOD BUCK \ BY OTHERS EXTERIOR FINISH \\ \ 1 1/4" MIN. I EMBEDMENT BY OTHERS -� PERIMETER CAULK 1/4" MAX. SHIM SPACE BY OTHERS WINDOW 15 HEIGHT SEE GLAZING i EXTERIOR DETAILI INTERIOR VERTICAL SECTION �g� 3 HEAD - 1X WOOD/CONCRETE/MASONRY 4712 FLANGE EXTERIOR INTERIOR SEE GLAZING _ DETAIL 1 0 A WINDOW HEIGHT STRUCTURAL GRADE SILICONE BY OTHERS �?1/4" MAX. 1 SHIM SPACE EXTERIOR FINISH BY OTHERS - 1X WOOD BUCK : BY OTHERS--- / CAULK BETWEEN / CONCRETE/ MASONRY 6 1X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS r/;q VERTICAL SECTION \1) SILL - 1X WOOD/CONCRETE/MASONRY 4712 FLANGE SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT j SEE GLAZING DETAIL 1 EXTERIOR 3 THREADS MIN ENGAGEMENT #8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 3/4" U.A. INSULATED GLASS INTERIOR /( DO W 1199 SILICONE - j VERTICAL SECTION �S HEAD - 1X WOOD/CONCRETE/MASONRY 1 1 3 THREA ENGAGEI #10 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS SHEATHING - BY OTHERS INTERIOR SEE GLAZING DETAIL 1 EXTERIOR PLY GEM 1.I1 t .; , 433.N MAIN S f , PO BOX 559. ROCKY MOUNT, VA N151 PH. 14C 484 6348 hX: 540-484-6683 4 60 a $ d w 2 N O UJ < 11_ QL x � ry a 3Z< T < - aUCIO , F- LU z 13 K-'w LL a�333 EXTERIOR FINISH 10 a vl Lu Ix BY OTHERS i O.A. � o- 71 PERIMETER CAULK -'/ f WINDOW - lL3 BY OTHERS WIDTH F< A HORIZONTAL SECTION 3 - _ JAMB -STEEL STUD FRAME 4712 FLANGE r za Z 11/4' MIN. EMBEDMENT 0 1/4 MAX CONCRETE/ MASONRY BY OTHERS H Z O SHIM SPACE .--CAULK BETWEEN H N CONCRETE/ MASONRY 4 1X WOOD BUCK BY OTHERS w INTERIOR - -1X WOOD BUCK (Y ui A - = BY OTHERS • r 3/16" ITW TAPCON 4 / INSTALLATION ANCHOR 2 112" MIN. _-- EDGE DISTANCE SEE GLAZING DETAIL 1 EXTERIOR FINISH BY OTHERS EXTERIOR \- PERIMETER CAULK o m w m A O.A. BY OTHERS ,c M z ae uJ < F- WINDOW A v Y V Z WIDTH A (,C) 1 HORIZONTAL SECTION DWG #: -3 J JAMB - IX WOOD/CONCRETE/MASONRY PGW029 4712 FLANGE SHEET: 3 OF 6 4812 FIN 112" MIN. GLASS BITE SEE GLAZING DETAIL 1 1 EXTERIOR O.A. WINDOW HEIGHT PERIMETER CAULK - BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS - GLAZING DETAIL 1 INTERIOR NOTE: 1/4" MAX. GLASS THICKNESS AND TYPE SHIM SPACE MAY VARY PER ASTM E 1300 r GLASS CHART REQUIREMENTS I METAL STUD FRAMING � BY OTHERS ",__#8 SELF -TAPPING SCREW 3 THREADS MIN INSTALLATION ANCHOR ENGAGEMENT j N VERTICAL SECTION S l SILL- PRECAST CONCRETE 4812 FIN 174" MAY #8 SELF TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS 3 THREADS MIN. ENGAGEMENT SHEATHING - BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS WIDTH I� HORIZONTAL SECTION_ S5 T- JAMB - STEEL STUD FRAME INTERIOR PLy GEM 433 N MAIN S r PO BOX 559, ROCKY MOUNT, VA 24151 PH 540 484 6348 iX: 540-481.6683 < ao v SEE GLAZING 6` I"m 1 DETAIL 1 w M Zy N q � Z 5 Y 1K � a Zo m ��a� vi L" tij-cz n-40 35 EXTERIOR C �� fF-• i a 2 A 4812 -- �1/4" FIN (f ) MAX Z SHIM SHIM SPACE O H o - - - - #8 SELF TAPPING SCREW > INSTALLATION ANCHOR LUw % A METAL STUD FRAMING /-- BY OTHERS v*I- 1 INTERIOR SEE GLAZING _ t DETAIL 1 PERIMETER CAULK BY OTHERS EXTERIOR O A < ri m Ca go < F WINDOW A00 i v Y Z WIDTH DWG #: 4�K�1 HORIZONTAL SECTION PGW029 / IAMB - STEEL STUD FRAME SHEET: 4812 FIN 5 of 6 U Z Q � U � OJ .. J J LL m J 0 W �Z Uj I— Q Z F— W J m U 0 U Z Lid o� W W W W H 0 z0 LL' v' ^ J Q J Z C) Q � Z v W O M � W 0 W W oz 2 J O-1 0 N� m 2 F- t31 (-)0 � Q Z Z 4C1 O Z U Z U ISSUE DATE AUGUST 2008 REVISION DATE 4-9-2012 SHEET PRODUCT APPROVAL 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH 95.00" MAX. PANEL HEIGHT 96.00" MAX. DOOR HEIGHT NOTE: 91.25" MAX. D.L-0. HEIGHT 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 �',A, 6 6 T ELEVATION 96.00 DC HEI 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH 95.00" MAX. PANEL HEIGHT 96.00" MAX. E DOOR 91.25" HEIGHT MAX. D.L.O. HEIGHT (� 14I .560" MAX. DOOR WIDTH 4&50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH 95.00" MAX. PANEL HEIGHT J 'MAX. — OR 9 91.25" - GHT MAX. D.L.O. HEIGHT ELEVATION 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 40T644.6957 PH 407-644-2366 FX contact@buildingdrops.corn 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 FL14634 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 BuildinP Code. SECTION DRAWING REPORT Q.A. ENTITY Q.A. EXP. TEST STDS. 14634.1 PGW063 PER 1427 NAMI 12/31/2014 AAMA 101-97 14634.2 PGW063 PER 1427 NAMI 12/31/2014 AAMA 101-97 14634.3 PGW064 PER 1428 NAMI 12/31/2014 AAMA 101-97 14634.4 PGW065 PER 1429 NAMI 12/31/2014 ASTM E 330-02 AAMA 101-97 Note: AAMA 101-97= AAMA/NWWDA 101/I.S.2-97 D 7 /, Page 1 of 2 147.000" MAX. DOOR WIDTH - B C 6 6 A i ELEVATION /i r� PLY GEM 433 N MAIN 5T-, PO BOX 559, ROCKY MOUNT, VA 24151 PH:540-484-6348 FX:540-484 6683 Co Q m ' o 00 a0 V7 N 4 -t w o Z 0 ui � W L y X Q Z Q z w m m o�c uj a H I — vz LL _ co w H C a 0 Z 9 _r �•`�ti.•.�'E'NS Roy%,� . * No 68t;• 0� ID m LU w Lp Z= _� tjZ :p• STATE OF oR,.�. 0,,,%.%. PGW065 SHE 2 OF 11 127 W. Fairbanks Ave. BUILDING DROPS Suite438 A Perfect Solution in Every Drop Winter Park, FL 32789 407.644.6957 PH Certificate of Authorization: 29578 407-644-2366 FX contact@buildingdrops.corn 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). ��,tituurrrzj Respectfully submitted,�•`` �s F. / VT17 '1",� 1�F,pO ` ,0 ^ ,R. TAT/E 9F w GT:.HItZ(o� .: ` Digitally signed by Hermes F Norero, P.E. S1DNAt-,��`�, Reason: I am approving this document Hermes F. Norero, P.E. ''/,IIIIIk%0`� Date:2012.03.06 19:57:09-05'00' 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" 1 45.25" 9° N P� HE 96.00" MAX. DOOR HEIGHT 96.00 DC HEI Page 2 of 2 193.750" MAX. DOOR WIDTH - 48.50" MAX. PANEL WIDTH E F 7 A 7 45.25" MAX. D.L.O. WIDTH 6 C _L.- 6 0 10 N 95.00" 10 MAX. J PANEL 9 HEIGHT P 10 M _ - 9 -- j I P 10 G MAX. OR 91.25" L 1 I L 9 - l { GHT MAX. D.L.O. HEIGHT ,l ELEVATION 6 EXTERIOR VIEW - 2 & 3 TRACK 285.750" MAX. DOOR WIDTH E' 5 •. C. PLY GEM No 68101 �, ;✓ 433 N. MAIN 5T PO BOX 559. /- ROCKY MOUNT, VA 24151 :p t STATE 01 ku ti ,.� . ,�,.�� t. ,• --. ... ,�.••�,,.. PH. 540 484 6348 FX: 540.484 6683 0 a00 0N A� EN�`�% kb en m N 0 1r" ap e V V) N Z K 9 v Z V u- — H uj " r tY Y g ac ¢ w OZc m m ac w H w Z w Q a � LL, ? L � � a 3 v m Q 0 co m Z O H o OL U W `n N w 0 Z z QD LL --1 N aQ ,N 3M _¢ vZ u7 O p U DWG #: PGW065 SHEET: 3 OF 11 U Z Q 0 � U � .. 0LL J � m J 0 w �Z Q r r Q Z f- w J m U 0 �__� ❑❑❑ U � Z 0 V) W 0 W Of w W 0 0 0� (j 0 H- Z n ■ J ^ � J v J Q V Z QZ � w w m (� Z w w � z O 0 j 00 N M m _ � w CD O �o Z �Z Q oZ J Z 0 ISSUE DATE AUGUST 2008 REVISION DATE 3-7-20 92 SHEET N301 PRODUCT APPROVAL I -1 t 600" MAX. FROM CORNERS IYP - - - 10./5" MAX. O.0 IYP 6 00" MAX. FROM CORNERS, TYP I� 20, M" MAX O C 1 INSTALLATION) ANCHOR, TYP TYP 6 00" MAX FROM CORNERS, TYP --- 19 25' MAX. QC. TYP _ 6 W" MAX. FROM ICORNERS TYP 20. 15" MAXl 0 C. INSTALLATION ANCHOR, TYP / TYP �• yG 6,00" MAX. FROM CORNERS, TYP -1 20 /5" MAX O C TYP 6 00"MAX FkOM C'ORNEk S. TYP -I 20.75' MAX O C. TYP ANCHOR LAYOUT ANCHOR LAYOUT 6 00" MAX FROM CORNERS, TYP 18 63" MAX O C TYP 600"MAX FROM CORNERS, TYP 20,75" MAX. O.0 INSTALLATION ANCHOR, TYP TYP 6" MAX FROM CORNERS. TYP 2075" MAX O.C. TYP ANCHOR LAYOUT 1 /4" I SEPARATION--------- - - 3 M N_�r 3/4" MIN. G DISTANCE EDGE D E 2 112" MIN, EDGE DISTANCE CAULK BFTWFEN CONCRETE/ MASONRY CONCRETE/ MA50NRY A IX BY OTHERS WOOD BUCK BY OTHERS IX WOOD BUCK I BY OTHERS - I I '•I{{, ♦ '4 " 11/4" MIN. EXTERIOR FINISH I-., EMBEDMENT BY OTH RS E PERIMETER CAULK 4 l/4" MAX SHIM BY OTHERS {13 f) { 3) C2 3/16" ELCO TAPCON INS TALL A TION ANCHOR EXTERIOR INTERIOR E VERTICAL SECTION % > CONCRETE/MASONRY - HEAD 0 A 3 TRACK UNIT HEIGHT EXTERIOR INTERIOR ,y) (25l L� @) �20) PERIMETER CAULK - r Icy, ✓1 - f4) BY OTHERS - - SET SILL IN BED OF CAULK •� •. < 1 OR WET CEMENT _,� ` • EMBEDMENT 3/16" ELCO TAPCON 4 - - _ - INSTALLATION ANCHOR a } 2 112" MIN. _ 1 3/4" MIN. ' -- CONCRE TIE/ MASONRY EDGE DISTANCE SEPARATION BY OTHERS D� VERTICAL SECTION 7 CONCRETE/ MASONRY - SILL 3 TRACK INTERIOR �21) C? jI 0 (9) IL l EXTERIOR 51 Z--} HORIZONTAL SECTION REINFORCED BUTT STILE W/ SCREEN ADAPTER INTERIOR - (21� i 19) 271 ` 1. • -- /� �?) 19) �" (i) EXTERIOR / l _ HORIZONTAL SECTION \ '(�/ INTERLOCK W/ SCREEN INTERLOCK PLy GEM 411N MAIN 5T.l ibl,,X 519 PJ'. MQUN I, VA T4)51 IH i A8463461x 5 ,-AB4(4,A1 � Y % Z � J N N N LL - N W r < o w V) (1 T T m K a rr a�wb of wn < W q V � Z < w so X Of 10 0 m Z OZ O ,dtt 111lUq, i>. :y t _ Wes' mZ .. JIs1. o 1:�, c k uZ PGW065 ;O.euDWG# / - ���ccJ;S•. C El 4 <a ,,. SHEET: 4 of 11 PLy GEM IN MAIN t )-lAIYJ R. "" IIIIIINT ,W 4L4-11411. :w; ip4-bbY.i � M v o N N L J 3/4" MIN. EDGE DISTANCE -1-- 1 3/4" MIN. .EPAkA I ION ?X WOOD FRAME BY w < a , OTHERS 1112' MIN CA SHEATHING - - _ EMBEDMENT o 1 q u BY OTHERS EXTERIOR FINISH _ '--- _ - } m 61 `n" •• BY OTHERS } 1/4" MAX SHIM T PERIMETER CAULK BY OTHERS �13) 0) (n Z r ' �23) '- O Silo WOOD SCREW INSTALLATION ANCHOR - - - EXTEk10R INTERIOR w OA UNITuj --\}- VERTICAL SECTION CL HEIGHT \ 7 / 2X WOOD FRAME - HEAD _ 3TRACK 4 + i ,P`t',1S11SPY'`',4 9 , STAN 0. DWG #. S'0NAi,; a°� SHEET: of 11 :?�10PLy GEM ` No 6d Ut 41, 11 MAIM I `119.1 15" INTERIOR * RU.Y-Y W-11 VA I41S1 (Dl 4N4 I4B ry ,<--64-L,oAI 10NA11 o Z "1 a W 4 < LL Lu u) 2 < tli 6- q H S p q N EXTERIOR w p 1 HORIZONTAL SECTION m 'K i s a n SCREEN BUTT STILE < BILL OF MATERIALS NO. DESCRIPTION MATERIAL MANUFACTURER 1 2 TRACK FRAME HEAD ALUMINUM PLY GEM WINDOWS 2 2 TRACK FRAME SILL ALUMINUM PLY GEM WINDOWS 3 3 TRACK FRAME HEAD ALUMINUM PLY GEM WINDOWS 4 5 3 TRACK FRAME SItT 2 TRACK FRAME JAMB ALUMINUM ALUMINUM PLY GEM WINDOWS PLY GEM WINDOWS 6 7 3 TRACK FRAME JAMB _ PANEL INTERLOCK ALUMINUM _ ALUMINUM PLY GEM WINDOW,, PLY GEM WINDOWS 8 PANEL TOP RAIL. ALUMINUM ALUMINUM PLY GEM WINDOWS PLY GEM WINDOWS 9 10 PANEL BUTT STILE ADAPTER _ PANEL BOTTOM RAIL. ALUMINUM PLY GEM WINDOWS 11 PANEL LOCK .STILE ALUMINUM PLY GEM WINDOWS 12 13 SCREEN BOTTOM RAIL SCREEN TOP RAIL SCREEN INTERLOCK LOCK STILE ALUMINUM ALUMINUM PLY GEM WINDOWS PLY GEM WINDOWS 14 ALUMINUM PLY GEM WINDOWS_ 15 SCREEN LOCK STILE ALUMIFUM PLY GEM WINDOWS 16 SCREEN BUTT STILE ADAPTER ALUMINUM PLY GEM WINDOWS 17 SCREEN/PANEL BUTT STILE ADAPTER ALUMINUM PLY GEM WINDOWS 18 FIXED PANEL ANCHOR CLIP ALUMINUM PLY GEM WINDOWS 19 GLAZING GASKET HI RISE SILL RISER EXTENDER VINYL. ALUMINUM PEPCO _ PLY GFM WINDOWS- 20 PANEL BUTT STILE REINFORCEMENT STEEL ELLIOT _21_ 22 _ CENTER FIN WEATHERSTRIP,- 0.25" LONG _ ULTRAFAB 23 CENTER FIN WEATHERSTRIP 0.35"LONG _ ULTRAFAB _ ?4 25 CENTER FIN WEATHEk5T-RIP - 04 Y LONG ADJUSTABLE DOUBLE METAL ROLLER ASSEMBLY ULTRAFAR BUILDER'S HARDWARE. INC 26 SPRING LOADED ADJUSTABLE METAL ROLLER BUILDER'S HARDWARE, INC. 27 5/8' OVERALL INSULATED GLASS 5/32" TEMPERED GLASS 28 SCREEN PANEL STDE SWEEP ULTRAFAB a m V) O O H N i' y? ,s1 F,p mL o � DWG #: PGW065 SHEET: 10 OF 11 6 00" MAX FROM CORNERS, TYP 18.13" MAX. O.C. TYP 6 C MAX T RFROM CORNERS, P W /5" MAX O.C. TYP 1_ INSTALLATION ANCHOR, TYP -� 6 00" MAX. FROM CORNERS, TYP--�'-.--------�--- 20.75" MAX O C TYP ANCHOR LAYOUT 600" MAX. FROM CORNER5, TYP F---I 16 10" MAX. O.C. TYP 6 00" MAX. FROM CORNERS, TYP 2075"MAX. O.0 TYP 1 INSTALLATION ANCHOR, TYP --// 0,0011111111111 P' ,G'Ky Lhy� PLy GEM No b8101 B[' 519 = ,u • / �' —' R-1 MIn YJT Ste'. STATE OI ccSs ....1O. V♦`: m a '"r,OiON A"E,��� Vim) O u m U Y1� o a > Y - W J Y q " o W 0 V) T Z Z a •, m 3mC W to W Z V LL q ca F- m 3 h < 0 2 O L H � In I 6.00" MAX FROM CORNERS, TYP -� h- -_mot-- 20.75" MAX O.C. TYP ANCHOR LAYOUT T o. 3i s< uZ O 1,3 U 'n DWG #: PGW065 SHEET: 5 OF 11 zv /11111 PLy GEM -� 1 1/4" MIN. EMBEDMENT 1 112" MIN. EMBEDMENT CAULK BETWEEN IX WOOD .. _ BUCK A CONCRETE/ MASONRY - 1/4" MAX. SHIM INTERIOR INTERIOR 1/4" MAX. .SHIM - 4"N —I'l' C °_' ns9 R0,11 M11I I T VA BY OTHERS - �5 23) - 3/16" ELCO TAPCON GLAZING (23 {5) 2X WOOD FRAME A- INSTALLATION NCHUR SEE - DETAILI .. BY OTHERS " , . 14„ ��•'"" , . •-�� I q4 M1f N_I #10 WOOD SCREW 3/4 MIN. EDGE ll j - -- SEE GLAZING / r INSTALLATION ANCHOR 1 1 3!4" MIN. I - - -. �� DETAIL 1 - 1 3/4" MIN- m SEPARATION !-'- � `7� a' SEPARATION e r S n<LL - < Or OJ O Y x a m 3 < < 2 1/2" MIN. At• 1 �27�EDE 3/4" MIN. EDGE n I3 �) DISTANCG •� u :,. =DISTAN o q �., ��- EXTERIOR EXTERIOR (10 r a0 a I , ~ 1X WOOD BUCK BY OTHERS --'-- `- _ - SHEATHING BY OTHERS ' PERIMETER CAULK PERIMETER CAULK EXTERIOR FINISH-- BY OTHERS BY OTHERS EXTERIOR FINISH BY OTHERS BY OTHERS -- - O.A. UNIT WIDTH O.A. UNIT WIDTH-----' m O G, HORIZONTAL SECTION /"fj` HORIZONTAL SECTION H z �$ CONCRETE/ MASONRY - JAMB �.S 2X WOOD FRAME - JAMB H 2 TRACK 2 TRACK > v N a INTERIOR WII O A. INSULATED GLASS Z .\ CONSISTING OF. 01563" TEMPERED GLASS, ' '-� / _ 10.3125" AIR SPACE, h B� - ., ! I 0.1563" TEMPERED GLASS. , uspy'," A0 Ili 0.75" GLASS BITE ,``� . -*. ENS p A --• �: Z j; m n - EXTERIOR No 68tUt /- '- f GLAZING DETAIL 1 = "�' * ry 0 Z w 3 3:u u < < H Z STATE UI- W / :O\. to G: • - / DWG #: SHEET: 8 OF 11 ilt 2 TRACK FRAME HEAD 2 TRACK FRAME SDL TRACK 33 TRACK FRAME HEAD 4) 3 TRACK SILL TRACK (11 i( __- TYP WALL THICKNE550062" \_ • 2l TYP. WALL THICKNESS 0.062" - �) �TYP. WALL THICKNESS 0062" .. TYP WALL THICKNESS 0062" 5.66" - - -- - 6.01" - _. 7 41 -- - �- - 7 77" - _1'..�� �"ir— ,.,..�..� ..`"tL.•'- � as � ----- (:'ir- 1:1�9„ ' L I PANEL INTERLOCK - TOP RAIL PANEL BUTT STILE ADAPTER BOTTOM RAIL 2 TRACK FRAME JAMB l'71 8 (9) 1,10I (5; TYP. WALL "THICKNESS 0062" TYP WALL THICKNESS U 062" TYP WALL. THICKNESS 0.062" TYP. WAl L THICKNESS 0.062 -_-• TYP. WALL THICKNESS 0062" 2 52" _. -_L 0 94" z os' 1001, 1 76"� 8, _wty 100. - 1 36" � 1001, 5 60" PANEL LOCK STIL E 12j SCREEN BOTTOM AIL 13) ' TORSCREEN TOP RAIL - - lA SCREEN INTERLOCK LOCKSTILE _A,6 lli ,-.� -._- TYP WALL THICKNESS 0062" �_, TYP WALL THICKNESS 0.04:i' TYP WALLTHICKNE550045" -' TYP. WALL THICKNESS 0045" L00" 114" Z.II" 141" 1.15" 2 06" \ 3 TRACK FRAME JAMB 1- '--� TYP. WALL THICKNE55 0 U80" 'r 094" 15)SCREEN LOCKSTILE TI 16SCREEN BUTT SLE - 17� ,`,CREEN/PANEL BUTT STILE FIXED PANEL ANCHOR CLIP vj �) 18i -_- TYP. WALL THICKNES5004;i' _ � TYP WALL THICKNESS 0062" ADAPTER � .' TYP WALL THICKNE550045' TYP WALL THICKNESS0.045" �- 1.85" - - 1 41" 11 56° .85" -, L34•• 1.25 37" 7,36" l l5' l�f I 0 89" - -I %16) GLAZING GASKET 20 HI RISE SILL RISER EXTENDER 21�1 PANEL BUTT STILE REINFORCEMENT \. TYP. WALL THICKNESS O_U65" TYP. WALL THICKNESS 0.062" V / TYP WALL THICKNESS 0.12" (11 GAUGE) ,tt,tt'lllrl, 066, --- 0,86" 047"- - 1.00 No ntllUl,��i�� 012„ SIAIEii- LO.`, _Qj 11 ',,SfONAl. PLy GEM rr ,.uv"e,. 414 inns O V ✓ F. :, C �iM'd ay w OU O Z, q, n W •q-, Ff� - �' 'Y 2 a Q m O I W U .n lL 0 Z. ., a Iu m Z m In IL, "' O � u < tj Z DWG # PGW065 SHEET: 11 OF 11 1 3/4" MIN. SEPARATION -+ - - 3/4" MIN EDGE DISTANCE 2 112" MIN EDGE DISTANCE -I--- _-- CAULK BETWEEN CONCRETE/ MASONRY BY OTHERS CONCRETE/ MASONRY A 1X ' WOOD BUCK BY OTHERS \ 1X WOOD BUCK BY OTHERS f - 1 1/4' MIN, EXTERIOR FINISH �, EMBEDMENT BY OTHERS- r 1/4"MAX SHIM PERIMETER CAULK BY OTHERS (13� 3/16" ELCO TAPCON ' ._. - 0 INSTALLATION ANCHOR -- ! L) (2� INFERIOR EXTERIOR g VERTICAL SECTION 6CO-NCBETE/MASONRY -HEAD O A. 2TRACK UNIT HEIGHT EXTERIOR INTERIOR 2)6 �2� •. 25� ) (10) I (19 - (J PERIMETER CAULK C,�I -{2) BY OTHERS �7 Tl - SET SILL. IN BED OF CAULK •' , I 1 1/4" MIN OR WET CEMENT - , - - EMBEDMENT 3/16" ELCO TAPCON --7- )- INSTALLATION ANCHOR 2 112" MIN. CONCR[ TE/ MASON 1 3/4" MTN EDGE DISTANCE - _ _ _ SEPARATION BY OTHERS VERTICAL SECTION CONCRETE/ MASONRY - SILL 2 TRACK . PLy GEM R[hKV MVINI vn .11',I i'1, 54:�,A� i1N1A ,u 4b: t,A1 Ll a O r O w 314" MIN EDGE DISTANCE -•-- - -- - 1 3/4" MIN. SEPARATION W Y V Y 2X WOOD FRAME BY OTHERS i= Z a r _ 1112" MIN m q a E SHEATHINGS _ EMBEDMENT a w u < Y BY OTHERS ° LL � S LIJ EXTERIOR FINISH BY OTHERS - •' ' ff 1/4" MAX. SHIM - PERIMETER CAULK - I , `, m BY OTHERS �23) Z LI o O A I110 WOOD 5CREw / j (19) H1 Z UNIT INSTALLATION ANCHOR - ---- -" HEIGHT /"- a EXTERIOR CB) 27 INTERIOR > (r /'� VERTICAL SECTION a Lu 2X WOOD FRAME - HEAD 2 TRACK Ni; GoI01 co I- p 3z Q i< V N- z .,jAh T � :O DWG# FS . PGW065 ....k., SHEET: 6 oF11 1rlu In10 `` PLy GEM 1 1/4" MIN. EMBEDMENT - -- 1/4" MAX SHIM lA( xv M i IT V. 4I 1 CAULK BETWEEN IX WOOD --, - 1/4" MAX, SHIM - -- 1 1/2" MIN EMBEDMEN 1 11 ,.10 I64 6141 1 A ill 41 BUCK A CONCRE I E/ MASONRY 42) (1t) BY OTHERS 8) 0 m INTERIOR IN'(ERTOR `.. �• 23 T 2X WOOD FRAME 1 BY OTHERS 3/4" MIN. EDGE �- r, DISTANCE _ F z #1 -- OWOC1 D SCRE W CW [ •cam T Cy) IN5 TALI A TION ANCHOR ti F-- 1 3/4" MIN - > - 1 13/4" MIN IY1 J = < Y -- 3/16" ELCO TAPCON !�' SEPARATION TYP. INSTALLATION ANCHOR 1 SEPARATION TYP m N- 2 1/2" MIN 3/4" MIN EDGE EDGE 27 19) DISTANCE a` DISTANCE -- _- EXTERIOR _ _.� ...._ EXTE IX WOOD RIOR BUCK - - - - SHEATHING BY OTHERS Z In 4 t, BY OTHERS '� (15) EXTERIOR FINISH BY OTHERS L. PERIMETER CAULK BY OTHERS PERIMETER CAULK BY OTHERS ` EXTERIOR FINISH BY OTHERS O H z O A. UNIT WIDTH - - - O-A. UNIT WIDTH -, H HORIZONTAL SECTION K HORIZONTAL SECTION w 2X OD FRAME JAMB WO - fAY � 9� CONCRETE/ CRETE/ MASONRY -JAMB �' 3 TRACK 3 TRACK INTERIOR - (19) Z (6S.�J INTERIOZ (1 J L2`i 2Z' (1Y1 �Iy>2 ( \ ' (7) _ �Tl T EXTERIOR 9)/ EXTERIOR In Cf / L HORIZONTAL SECTION �� ' 'A "'= / M HORIZONTAL SECTION____ DWG# V N :O r4. u- INTEflLOCK .. •4•�i ., (p Li 1 �9 - •,��•' (j? 9,� REINFORCED BUTT STILE PGW065 '% N Al ; ± .` SHEET: 9 OF 11 U Z Q n � U 0 � —.1 } CO 0 W _j 0 Q 70 W F- < Z F- Z W U 0 —j �❑00 U � zo 0 V ♦ W W O W w 0w ■ 0 �_ r n (� F- V V (Y Z " ■ _j C9 U) _j Z Q 9 cj Z z 9 Q J w W/w O V7 Q) L� CD 00 Z �Wj \ o� L J 0 Nm m W O o z Z o g U z Z 0 ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET ■ PRODUCT APPROVAL -- r R W R W Building Consultants, Inc:. It Consulunprind Frigmeewist,w:Iris fur rise ❑uddiui; ludar.ue CI'l) n.•, 1iQ Y, Inv II ty )5 II NI t6199197 I kN da lk-hid or Prok'a -al Lt,Viaw, titiri— or' 4uihrn,mnai N , 9811 Product Category Sub Category Manufacturer Product Name 3win in Thermo Tru Corporation er Smooth Star, FibClassic. Classic Craft L Classic Craft Rustic Exterior LI B Lxt♦dor• Door 119 Industrial Dr. Fltmrgisaa Glazed Door Duels Assemblies Edgerton, OH 43517 Inswing I Outswing Phone 419.29S.1740 "Impact" Scope: Tnis Is a Product F.mluabon report iu3uod by R W Budding Consultants Inc and I •yndon F Schmidt, P E (System ID 0 1993) for Therrna Tits Corporation based on Rule Chapter No UN-3, Method id of the State of Florida Product Approval. DarnC , - rf r t e i ,f .,non rally Affairs Flonda Building Convrii lion RW Building Consullent: and Lyndon IF Schmidt, P F do not have nor will acrfuire financial rn rifest in tho company manufacturing or distributing the product or in any other P.mity involved in the approval process of the product named herein Limitations: 1 I his product has keen evaluated and 13 in wmpliav_e will) the 2010 I`luriiJa Building Code (FE1C.) structural requirements including lfiv "High Velocity I lurrieane Zone" IHVH7_) 2 Product anchors shall be as listed and spaced as shown on details. Anchor imbodmant to base material shall be beyond wall dressing or stucco. 3 When used in rite '1-IV112" this product complies with sactiun 1626 at the Flonda Buildnig Code and duas nut require an impact resistant cuvenn q 4 hr:nir. 7 r W red r r areas outside of he 'f-I,IH re. rnnn wmrl born , tl , -r o ,. � r c eb lu te: lion tlri3 udua can had with Section 1609.12 of the q 9 p V p 2pi0 FBC oral does not re urre an impart n-. r., not r vnnn 1 e- t q ( .s L ,o g h > prwJuet n sets ntissila level "G' arid mdudes Wind Zane 4 as defined it) ASTM E 1996 and Section 1609 1 2 4 of the FH(:; b For x framing -, -- r- 0 2 Stud a cOnbtrt cis in ml�h mnr Of these nits shall be the Tree a that shown for 2x bunk rn ;on, :c ns mruon J .3 u a 7 Site condition that dsviste from the rletaiL. of draw, FI-I(1 7 1 r , 6 J 5 o uiro twit er ar inaenn anal sis b a licensed en. ir,eei c r r] q 9 g Y Y J , reglstewd aichilLcl. Outswing conhgurahons uslug ;:oestai outswing item 431 meet water infdlralion reyuirea,ems for "HV HZ' Inswing configurations and outswin urn ens iisi r item I H h Ural) sm N 8 if 14 ft15 tE16 #34 and item Yt37 du not areal the water mfil ration 9 J 9 g Jt requirements for the "HVHZ' and shall he installed only io non -habitable areas or at habitable lucations protected by an ove,hany ut canopy surh that the angle hotweon the edge rl r;anopy rig liver hang l0 31116 less Man 45 dugrees 9 Gee drawn',q Ct-IU975 1 for size and design pressure limitations Su - rurun U rneutz. Jay � w 1. T N . lest Stan arc Testing hrr o JL;ELR,�Bi±rt _-1!- d _ 1 La .. at ry f ned b TEL 01460336.A b,r AS fM CN35-03 AS-1 M D1929-96. Testing Evaluation Labtt Lyndon F Schmidt. F.L 9 ASTM D2tl4,t JJ Tr 01460339 A 0 iC ASTM D635 03 AS f M D1y {41 96 t -rshng Fva4raUon Lab: Lyndon F :.,chmidl. P F. ASTM C 1Y 843 69 TEL 014600:10 [A11-94 o_.rJ o fAS Lo+-J4 I estiny Evaluation Lab., Inc Wendell W Haney, P F STTS00001 ' .STM 1326 9S ;uh-Tropical Testing Lon I licks, VP vpt:,atione 15427 I0067 , i f M F84 00a Omega Pout Laboratonvs W,IlraFilch,, rn E. P E AT167508 01 106-1t! :;TM Dig-9 9601AiD)e1 Architectural rnrtirig, Inc h,eephA. Rood, P E. I refd-Dadl_NCIA latLriJl__ 08-0206 01 tt < in N 1 I .nil)• a l.ra er � .I t Y r UrawinlLN��, I gparecl t y No. Fl 10975 I RW fsuilduig c.o, �Wt a I., Inc ir,° 4�81.1t 1 yndrr, F Schmidt,, PI: e la ru tw Pre. nrvd b r R,Sga!i!d by Anchoring PW E uddiny r„1'aWt+lnl', Inc:. IC A a:.i&-,3) L ynduu F. Schmidt. I' L: AS rM E I S(A) ,- lass Lead Lyndon F S± hni dt, F F. r-1it As w'ut.< a Glf.__� Bhr f rig o I s i r J r nr;nr iu:r , , r is. nianuf rncTinJ -a.d Within a J �.itY -Ixc,Jraccrnf es al, IFit'llfC ^7l1.,i aud t,uirlo s t , , 1 ,,.I rid! P.F I rr No n anus, P/2t112013 {'rF 13a(1 ;,I r.;yl I nl r 4 THERMA TRU DOOR.SI 1 l E3 INOUSTRIAL• OR- EDr3ERTON, DH 43517 "SMOOTH STAR", "FIBER CLASSIC', rr rr CLASSIC CRAFT" Bt CLASSIC CRAFT RUSTIC FIBERGLASS G ASS GLA ZED ZEa DOOR INSWING / OUTSWING ,rIMPAcrr GENERAL NiJTE; I. This product has been evaluated and is in cvnipliance Miff the, 2010 Fturidu Building Cade (FBC) r stn cturaf re< u'xainenis iru'lucfir the "High V it e 'tIl ek>ef Hurricane Zor1a'° HVN ��rr�� { Z Rr ii Velocity ( 1 2. Product anchors sholl be css listed and spuct:d as it ,wri an data{N. Anchor er11Lx drnel7t to base material shall be bbyond wall dressing or swr.;co. J. When used in the, "HVEIE' this fyoducl compite s with soc,4n 1626 of the Fkalida Buikiirig Code and ,:loess not require: an inpac:t resislanl covering. 4. WI an u i- 71 ' 1 � sad 1 r. Ew o �t.ides C3 f itie'HVHE' Iryuiirig wind barite debris Tic ,lectrun this product corripties with Section 1609.1.2 of the 2010 FBC and does not require on imf.Frdct resistant coveting, This product meets n-riss9e lavel'D" and includes Wind Zoi to 4 as defined in ASTM E 1946. 5- For 2x stud framing r-.a;rr 1n1(,1k,n, ai rc rourig (it li a2 u units shall be thy, scone, CIS that 517own for lx Muck rnosorlry construction. o. We CCsridlil'fl Iflsl ,V�.t t 1-°� ±:c "r'w'-r a-' u s ae la e 1um tt,e desf .1t3w of ihi.. 31- ai, Ter u ° t 1 i r r z r � �r' Y s , I iu cric.r,1 Irv�.fn axJl BL a J c+ .T A Y y ficer'r5ed eilgineer of Iegislefed urf ittl8ct. t 2r, .. coos Jul Jis .d, c;onft ul'ations u>ir7- ca J tat o t'cvire±. i1r-- i r - g rI g � u > -7 ,n #,i 1 i iet,f NC71Vr infiifraiicn resyuien'lbnts ft�r "N'JNZ". N, ItIvAng 4vsdiduruiinn anr:1� Jf i� configuraorrs, trsngil nfH1t ,414415,916,#34oild'ilenl#374ki rw3l meet if e wet'r tn1 Efr ii', i H '' 1 v t o ., n ow uionlctnis f..r the I PV 7 and shall Lw Testa - n in ged o 1c. k rt ire, lies. 1 � ,. rr oc�dfhr 11 tesI 1'n i <� --r 3 e , .n c sir Cd ies oeta i . n T>r .,t.,caed txy ctn :rvc'rt tong cQ r..dnupy sucts that the tingle between the edgo of canopy of rrverhong to Sig is less than 45 degrees " TARLE OF CONTENTS SHEET r AESCR}P1►ON _. ..... SHEET 0 DESCRIPT110M 1 _ T N r to [ C11 tIC VCtt 1 S tlit rt Nt355lJres8 ilt n,' it s yT KT F e r r it 4 x Vrxt ui _foss rct>G ,. * � f `d Danz rM>t de o,s & o do fads ,171ovti15tnr fk s31 ying ( ) i Buck hTlf 1 X � 3 c arXj c tc; orlt i �11ng 2 L+uc,i� lTlasonry consul clirrri Door pcn',11 tLetoas (Fiber Citusi() v Flame anr:Ncrfng 1X buck masonry constatction 4 Doof punul details; (Classic Crah) I0 onvv,7nfJnt5 5 _-._-..... „..-_ Darx ponel details (Classic Craft kusti:) Horizontal ctoss sections i I big of roaterials 6 24.59' MAX. D.LO. 1 <il L- DETAIL A A -� i - 2" DIA. MAX. t(W� ( �28.86%OPEN (39 } �/ AREA MAX. DETAIL A -A — Prinel reinforcement 37.75" MAX. FRAME WIDTH 36.00" MAX. ` PANEL WIDTH v w x Z z a. E) O CS n I WIN 5 G OVERALL:F MAW � fr CrtMk5IG1N AE'S10N PRESSURE (PSP) »_ itE Sim INSWING OLiTSWING 37.75" x 82.W' 37,76" x 80 62" + 55.0 +55 0 -55.0 -55.0 HORIZONTAL CROSS SECTION U HINGE STILE 57 LOCK LE t: { 6 1.54" G Top RML (2;) - 55 4 M RAIL EXTER aw N. 7.S irr 1 K rr us LFS siito --- afE1 F- IOiss75.1 E7 i OF 1 j 5d 4 A J a u 6R a > ri � � � 0 3 (►�Jf �LVLL O E c \ a K3) g �� talU Ir may� �N w 4tad tie 2 :RIORI -(4`) 2 VERTICAL CROSS SECTION E N-T- . JK BY: LFS wwci(o.: FL _ 10975,1 Er 3 of 1 t a 24.58" MAX- D.L,O. 2 2 0 O v� p t 1 9 DETAIL A -A /40 DOOR PANEL l Smoattr Star 0 ci t3 _ DETAIL A -A Panel reinforcement 11 IR' kAAX. DETAIL A -A 60 crPANEL aft l Classy Z' DIA, MAX. --- ,I ' J J 0 i 28.8a%OPEN — -' AREA MAX. DETAIL A _A Panel reinforcement )HORIZONTAL CROSS SECTION t,54'• P TQP RAIL rLL, Rr ( 45 BOTTOM \- --- C49) tJ ` o ` (49) "f r39 o T a L � U E u� d z - �m M 11! nIr W,,,4—J i . 7 W W O O aG F- C1 G1 K n. n LUCK STILE ( 47 EXTERIOR INTERIi�R - 1/2 f Cil.liSS BIfE �T s n o 1" THK. CELLULAR ---___ _ CLASS 7 U n GLAZING `t . TAPE ��- ---\ I I/8" TEMPEREDir •- r J Q - N t_ - _ ) GLASS EXTERI R U AIR sPAc:E i 49) t� 5/32" ANNEALL-F, c� a a� o,ovu' i vB INTLF.L,,,r LR SAFLEX BY SOLUTIA (46) $, INTERIOR -- 2) .. 1/8" ANNEALED N o DOW 99s - GLASS _.. - `" z OR 5>�, rWlC(LE tiLA11NtiI 35 WiE: 5 OSSIRA 6 n SPACER ry - s xE. N.T.S._ DWG. Err: '- JK_ IGI` tiLA2ING..UEfAIE CHK BY: LFS^ 2 VERTICAL CROSS SECTION oruwx`c Fro: - 2_.— tt-1ti975 1 4) (2) INTERIOR lGl) (1) �I HORIZONTAL CROSS SECTION U 1,49" . I ✓62) TQP,RAIL EXTERIOR d - L44^ I - - 4.1(7' Z' GIA. MAA. jifN E RLE.. �'bJ l LOCK STILE I (.j Ili b /28.86%OPII AREA MAX. 35 g h T to BIR o t 641 3!) n s � rvaal C a a Z p N a a�qa�2 o �w �� qU " m zed> a 4 ir EXTERIOR INTERIOR ILI Q. -{4 ) - (39) (•61 j (35 ) �LL.�_ (65 ) 2 ''', VERTICAL CROSS SECTION 1F: NJ S gr: JK . _._._-._.,_,_.... LFS FL--10975. 7 f.7 L OF j L S u U Z Lr1� 0 U � is . J "1 wr � 1 0 W ...1 \ W I— Z Z I— — Z W -� W J 5 G U 0 M W 2T s U) E CU z 0 Z U) w CL Q W of w Ed w O LL rn v Z F- o tY ^ � J Z Q CC G Z J_ W 0 O m W Z W = W 0z o� 0 Ills- N m F w CD o Z a z 0z d J �- Z ISSUE DATE AUGUST 2008 REVISION DATE 92-30-2009 4-9 20 92 SHEET N4 PRODUCT APPROVAL I[[ 1 11 1 1 -1 -- I 11 11 lU 1111 1 � I -- I I I I I I 1 11 IL - I , , t , - " " , "' - , , , . , 4 (2) (4 7 7 INTERIOR I" MIN. FROM I" MIN. `Rk.NIA MASONRY EDGE 1AXSOFAYEDGE (TYP.) INTERIOR 72) (4 60 0 2-1/2" MIN. FROM 2-1 /'-Y* MIN. FROM MASONRY EDGE - - MASONRY EL)GE 9. (740�70) H) TyP.) (TYP.) B (7-7) R I'D F E < EXTERIOR 26 7", ('J')-- xif) (35 2 77�1 (A) -I 0 6 ri HORIZONTAL CROSS SECTION EXTERIOR /z (40 70)l (3) L) 7) 1.49' I!: r r 0 EXTERIOR INTERIOR INTERIOR INTERIOR AZA- (115�34) EXTERIOR so 60) -h DETAIL A A h p -' J _?�;AL CROSS SECTION 70) 2 VERTICAL CROSS SEg N 7 1 outrwing configuration shown :2 c. T,7§hown;;/Ixsubbck 4 ( K I 114'(AIN� L 07 0 EMB. Inswing also approved E EXTERIOR INTERIOR F - [TYPT 3 HORIZONTAL CROSS SECTION (Sp (101) :z INIERIOR EXIERiOR in 6 1)2 7) 6 Shown w/1 X sub-burk (40 70) T 'I INIE.R— F (so - - - - - - 1INTERIOR INTERIOR 70) EXTERIOR INTERIOR 75)- 4 o 0 9 i 0 ff 0 17 LL - 0 z 2-1/2" N FROM 1/7'MIN. FROM 1 1 )'IR� E MAS( (IYP.j MASONRY LDGE 13l) JIYPT 150),60 38 Q W 140 70), 4 VERTICAL CROSS SECTION No el E 6 P 71,1AAA0 4. 1 cf, 71) 7 -XILMOR F LXILki0k %qW. 0 ('8) 8 CS so.";-.1111 Ell reclotren-Knis F t 7A , I I 50 iso) Z 0 20 20) ;D) 2 1 MIN. I Rk-.,M -Z 0 iS, C'SlIAL I 1�4'- MASONRY EDGE MAS, -)NRY ErICA I"/'? AlN. I Fx0m MASONRYEIWA: MASI INRY K)CE DATk; 6/2 -HIONGEANDLOCK ?)If DETAIL A -A t, 'T1 " FYP.) (Cl )06, jTtF-j (ur) (IYP i SCAE. tq T.S. Pand winkocorn")t 5 V RTICAL CROSS SECTION D11;, M--Jrl: Dwo, Irv: Jx FMB. ITYP.) HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION I- 1/4'MiN ew W. Lf S pj,,,4j� s 3 VERTICAL CROSS SECTION � ) O�AsWrl.- I � onfxgutah�, figuration florre4ai rv.>tes. sboul I trolus, sk"I I fl-I "HVIFL"waref cW ov; F1 I 0r? 2 VERTICAL CROSS SECTION Inswing confiqvrotion shown 6 /1 Inswi configuroWn shown outswtno also approved -- Outs golsoopproved EMB. (PP.1 F L 1 u",4 �!5 I IrrfhIiut1(,t, for "FIV1,11"water inlliltalk,n wqoiromcnis Ft. - 1040", 1 a L5 1__ 'equife'nonts Ll 11 6 -L I ------ v rEcT -AL- z Crtz 6 4 > TYP. HEAD D & iAf,4Bs SEE NOTE 1 5 NOW G In pm L )TYP. HEAD a, JAMBS ij q 2 C so 33 Adjistable Ath RA sibstrato stooriard stitIstratf, �61 MASONkY A OPENING MASONRY _ 0 Q' 121 MASONRY 11 TYP. HEAD & OPENING (7)PENING JAMBS ("G" 4.�W SEE NOTE I SEC 236' 7 K FRAME n NOIL 2 FRAME S'z �5 - 2.37' 7) 2 b-• 2XBUCK- CID -0 m X BUCK LATCH & DEADBOLT DETAIL Q cJ I X BUCK LATCH& DEAD&OLTI)EIA11, F SEE NOTE 1 THRESHOLD NG [11190HOLDr.O(MWING T" 38 INSWING U—SH(up ASH .11h =16 F )SEE NOTE2 o 0 Slundotdwbsirot. I )SEENOIE2 T TYP. SILL . " (10) n m il i I F E SEE NOTE I -E NOTE I Sr ILI TYP. S 0 4�-56" S.as, - 68' - - - - - - - - L lo)- L 0) 10)— (10Y 0) �ft NOTE I L 1 H) ;4 JV r �R L HINGE JAMB FRAME ANCHORING STRIKE JAMB all BUCK ANCHORING HINGE JAMB FRAME ANCHORING, STRIKE JAMB Q Mawnry I X buck construction 37) OUTSWING THRESHOLD QW$WfNG THRESHOLD 36 �&11 Masonry 2X buck constriction HINGEDETAIL HINGE DETAIL co, - Inswing Inswing flol" SIundu;dAitrol. it o eurort,v to mczotrf� vdUe,, a I - 1/4" minimuni ernOedtnej it and a - 1 (10) minimum 4" clearance to cialucent corictele screws Sub-0itution of equolconcrel& screws Isom a cliffoient supplier may have differentQQ L edge durance and center distance Cot,cteje screw location; of the comers may bea(tIustod to rnointain the rninimurn edge distar" to mortar joints It Concrete screw kx offorz noted as"MAX. 0 -N CENIW must be udiusted to mairitcrin the 95 NOTES. I 1/4"ll"Wconcrete stews onrch,-,ring harne andlor siltrecturre, a rornin)LIn, 2-117decrance to nro�owy vdUvs� a I 1/4"inInimum 10)- L I is < rrdrrimuni 1 ` due diviam.o to rnorfor jcNr its, additional Concrete screws may be teciokod to ensure the maxinwo) on center dinriet'siOn is rK)t embectawnt and a minimum 3" clearance to adjacent corrciele screws. Substitution of equalconcrale screws frurn u offfforent 5upptlei I H n ci exlc�dddd (16 may have drifferent edge distance and center r-115tonce reqorrornonts. Concrete screw locations Of fire <70if-WrN Ifloy b e a, intain the manimum distance to if Cot "MAX. ' SEE Nc)T,E 1, ZI f a 2 8 ma' edge mortar kkils. rcrele s,y(� k, rocottom noted as ON CENTER must odii isted to maintorn the ininimum edge distance to morfarjointN, additional Ccrio,.rute screws maybe required to ensure the mommum on censer 10) Lion- N. T-S, o J. Inencong hormo ond,cf Air re L NJ S. dirnwiskm 15 not exceeded. N h(afnicir I and o murimi trn �3" cleofanco to odjocertl cot 1cl ere scrows. Sobstiltjfkx) ofactualconcrele screws WITI 0 difful(VIf l'ovadifferent requirements. Concrote locations the be to EM -P P It SID 14' T9,),20 32 Kf ili, rnny edge screw at corners ma adjusted sir,oin lit& minirtlort) edge distance to mortar Joints. it Concrete screw lo,;ariorrs; noted as 'MAX ON C. ENTER" must be adjusted lo ::ro;Ihjin tire mininion, edge diskinc.t. to 11oflo, joinis addalotrof Concretexjvws rnoy bc fotIrivid to toistfru the ma)(irsium un cefdol LFS 2. embecirnent and mininIum 2-114"clooloirce to adjocentc,mcfuros, tewsunl(iss otherwise notodby concrclu scrownwriubouio., LFS 6mwii� w.:DMMNG Sell <A,jsting dt. I F!:; tit,.: 6 HJWkDETAkHINi:EDETAFL 1:11me - rL, FL.- 109 75 r �sion is not ex(;eeded OutswinTJ surET rjl Oulswing d z � � J .. 0 J J >- LL 0 W > 0 9 0 z < W < Z Z W c) 0 -J El 0 El z Ld > Of U-1 0 Li W V) 0 DC z F- J < < W CL: :D 0 W z W �17 W 00z 02-) 0 0 -1 M LLJ go z 0:: r o Z c) z ISSUE DATE I REVISION DATE I 12-30-2009 4-9-2012 SHEET N4.1 PRODUCT APPROVAL MIAMFDIADE BUILDING CODE COMPLiANC:E OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34"' Ave Deerfield Beach, FL 33442 MiAMI-DADS COUNTY. FLOIUDA METRO-DADF FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miatni-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 Lone 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 tiled 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 i through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 09-0928.02 Expiration Date: 12/16/12 • Approval Date: 12/16/09 Page 1 of 5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". HANSON HANSON REGAL/SPANISH "S" I) ROOF TILE IDENTIFICATION MARK (LOCATED UNDERNEATH TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 09-0928.02 Expiration Date: r2/16/12: Approval Date: 12/16/09 Page 4 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Hanson Regal/Spanish `S' 11 Concrete Roof Tile, as manufactured by Hanson Roof Tile in Deerfield Beach, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as detcrrnined 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. PRODUC" I' DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Descriotion Hanson Regal / Spanish Length: 17'/4" High profile concrete roof tile for "S" Il Tile Width: 13 %4" TAS 112 direct deck or battened nail -on, '/2" 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 Agency Test Identifier Test Name/Report Date IBA Consultants, Inc. 2381-252 TAS 112 09/20/07 American Test Lab of south Florida. RT1006.03-09 TAS-101 10/19/09 American Test Lab of south Florida RTI006.02-09 TAS-101 10/13/09 American `Pest Lah 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. NOA No.: 09-0928.02 Expiration Date: 12/16/12 Approval Date: 12/16/09 Page 2 of 5 PROFILE DRAWINGS FASTENER HOLES Oy ERLOCK Ij 13 1M" UNDERLOCK REGAL AKA SPANISH "S" II HANSON REGALISPANISH `S' II CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 09-0928.02 CW=AMC0L"WExpiration Date: 12/16/12 Approval Date: 12/16109 Page 5 of 5 4. INSTALLATION 4.1 Hanson Regal/Spanish 'S' 11 Concrete Roof "file and its components shall be installed in strict compliance with Rooting Application Standard RAS 1 t 8, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (ibf) Length-1(ft) Width-w (ft) Hanson 10.4 1.4375 1.1 sh 'S' I I Table 2: Aerodynamic Multipliers - I Tile Profile 1 (fit) Batten Application X (ft ) Direct Deck Application Hanson Regal/Spanish 'S' II N/A 0.32 Table 3: Res ring Moments due to Gravi - Mil ft-Ibf Tile Profile 2":12" 3":12" 4"A 2" 5":12" 6":129' 711:12" or grester_ Hanson Regal/Spanish 'S' 11 Direct Deck mmDirect Deck Direct Deck Direct Deck I Direct Deck Direct Deck 8.94 8.85 8.70 8.52 8.30 8.07 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) For Nail -On S stems _ Direct Deck Direct Deck Tile Fastener Type (min 15132" (min.19/32" Battens Profile plywood) plywood) Hanson Regal/Spanish Two (2). # 6 x 3' Screws 34.558 34.558 N/A Table 5: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) _ For Two Patter Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Hanson Regal/Spanish Tile Bond 28.137 I Dow Chemical The Bond"'. 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 49) at nose of tile. Table 6: Attachment Resistance Expressed as a Moment - Mr (It-Ibf) For Single Patty Adhesive Set Systems _ Tile Tile Application Minimum Attachment Profile Resistance Hanson Regal/Spanish Polyfoarn PolyPrOTM 39.687 2 l.ar a addy_placement of 66.58grams of PolyPr ,APPROVED NOA No.: 09-0928.02 Expiration Date: 12/16/12 Approval Date: 12/16/09 Page 3 of U Z Q � 0 U � .. J � m _J J 0 W> Q Z W � J m U 0 j U) ❑ ❑ ❑ U Z LLJ W 0 J - W > Ld w 0 N w LL. 0 W �0Z 2 0 0 J -� J Q Z 6 Q Z Q 0 o: W CO C� W � W W oz o� O � N m w � 3-:2 O_ Z � O Z O z Q v J Z 0 ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET N5 PRODUCT APPROVAL I i I I i I 1 11 1 1'.',A I. 19 I .I .I , 1 1 I I C I i 2 Medium ium paddy placement of 3 Lar e2, m !ddy placeent of j MIAMFDIADE MIAMI-DADE COUN IN, FLORIDA METRO-DADE HAUER BUII-D[NG BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, I-'IA7RIDA 33130-1.%3 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEP_T_A__N_CE (NOA) -TF 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 die Authority Having Jurisdiction (AIIJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (ht Miami Dade County) and/or the AID (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 AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material Jails 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. DESCRLPTION: Hanson Hacienda Double Roll Roof Tile LABELING: Faeh 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 tiled 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: Tho 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.: 09-0928.03 INSWExpiration Date: 12/16/12 F . i ttN7Y Approval Date: 11/18/09 Page I of 5 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Nail -On stems Direct Deck Direct Deck Tile Fastener Type (min 15/32" Profile (min.19/32 Battens plywood) plywood) anson Hacienda Two 2 # 8 x 3' Screws 35.9 35.9 N/A -- -(-Z Table 5: Attachment Resistance Expressed as a Moment - Mt (ft-lbf) For. Two Patty Adhesive Set Systems Tile Tile Application `- j- Pp Minimum Attachment Profile Resistance ci Hanson Haenda Tile Bond I Dow Chemical Tile BondTI". Two of 119 were installed as per Tile Bond NOA. Table 6: Attachment Resistance Expressed as a Moment - Mr (ft4bf) - For Single Paq Adhesive Set S Tile Tile Application Minimum Attachment Profile stems Resistance Hanson Hacienda - Poiyfoam PolyProTm 29 2 Polyfoam PolyPro w- rams of PolyProT"' AH-160. _ _ ns of PolyProT"" AH-160. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (Sec Detail Below), or following statement: "Miami -Dade County Product Control Approved". Hanson HANSON HACIENDA ROOF TiLE TILF. IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the tollowing: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. APPROVED NOA No.: 09-0928.03 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 'file 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 bused system. 2. PRODUCT DESCRIPTION Manufactured by `rest Product Applicant Dimensions Speel rcations Description Hanson "Hacienda" Length: 17'/." Width: 13" TAS 112 Low profile, interlocking, extruded concrete roof the equipped with two nail hole and %" thick double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Length: varies Accessory trim, concrete roof pieces for use Trim Pieces Width: varies TAS 112 at hips, rakes, ridges and valley terminations. Varying thickness Manufactured for each tile profile. 2.1 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report i t , American Test Lab of RT09Z2.02-09 TAS 102 09/22/09 South Florida PR Construction HRT-054-02-02 TAS 101 09/18/09 Materials Technologies PRi Construction IIRT-054-02-01 TAS 101 09/22/09 Materials Technologies IBA Consultants, Inc. 2381-249 TAS 112 09/20/07 VE33'+'T'-.ui NOA No.: 09-0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 2 of 5 PROFILE DRAWINGS HANSON HACIENDA CONCRETE ROOF TILE FASTENER HOLES OVERLOCK 1 UNDERLOCK, END OF THIS ACCEPTANCE NOA No.: 09-0928.03 Expiration Date: 12/16/12 r�urtEOADECou� Approval Date: 11/18/09 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 upliri 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 1,111derlayment material manufacturers published literature. 3.6 This acceptance: is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight-W (lbo Length -I (ft) Width-w (ft) Hanson Hacienda 10.0 j 1.4375 1.08 - _ Table 2: Aerod dynamic Multi liars - ft - Tile Profile X (ft) Batten Application X (ft) Direct Deck Application Hanson Hacienda NIA 0.32 Table 3: Restoring Moments due to Gravity - M (ft-lbf Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Hanson Hacienda Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck 7.37 7.29 1 7.17 7.02 6 84 6.64 i 0VEJ9 NOA No.: 09-0928.03 Expiration Date: 12/I6112 Approval Date: 11/18/09 Page 3 (if 5 U Z Q U 0 .. J J m _J 0 W J > W F Q z Z W U 0 J ❑ ❑ ❑ U W Z -J - - o � w 0- LI.J w U. w 0Of 0 0 n/ J 1`i■_ � J Q z / tCI Q V Q 0 L.L _J Z W Of 0 Of m 0W W z oZ U W o0 0 0 Q N� M �w _ � o � o Z z 0 z Q J Z UU ISSUE DATE AUGUST 2008 REVISION DATE 3-7-20 92 SHEET N511111 1 PRODUCT APPROVAL I I L �.. EGo INC. TILLIT TESTING &ENGINEERING COMPANY PRODUCT EVALUATION REPORT NO. I 1-1209.04 ? Florida, Report # 0814.01-01 dated 03/1 1/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry 1lattem, P.E. and Report No. 0219.01-09, dated February PRODUCT EVALUATION REYOR"1' NO. I 1-1209.0�1 3 Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.I'.D.), drawing No. 1 1-214. WALTER A. TI LIT. JR., P.E. ti1teco((Vao1.coan FI F..>{-E. Lice e o.44167 PRODUCT EVALUATION REPORT FI PE erase eN0 06719 y p Henry_ , 5, 200), signed and scaled b Edmundo Lar Jaen ada, R . and IIattem, P.E. 7. LIMITATIONS AND CONDITIONS OF USE: Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on REPORT NO.: I 1-1209.04 sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 11-214 prepared 2.3. STRUCTURAL ENGINEERING CALCULATIONS: by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. DATE: December 9, 201 1 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 7.2. Product shall not be installed within I IIGI-I VELOCITY HURRICANE ZONES as PRODUCT C_A'TEGORV: Ilurricane Shutters rational and comparative analysis, and in accordance with section 1604 of the Florida defined on section 1620.2 of the Florida Building Code. Building Code. Calculations prepared by Tilteco, Inc., dated 04/09/09, signed and sealed PRODUCT SUB -CATEGORY: Storm Panels by Walter A. Tillit, Jr., P.E. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame PRODUCT NAME: 24 Gage Galvanized Steel Storm Panel 3. MISSILE IMPACT RESISTANCE: structures. Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD MANUFACTURER: Global Protection Products LLC 12-99 Standard. Product Evaluation Report prepared by Waiter A. Tillit, Jr., P.E. (Florida License No. 4K00 S.W. 51 Street 44167) ,President of'I'ilteco, Inc. (Florida EB-0006719). Davie, Florida 33314 4. WIND LOADS RESISTANCE: 1. PURPOSE OF EVALUATION: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. �i'r T1L A• L/1. This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. ID # Maximum panel length shall be as indicated on sheets 3, 12 and 17 of 18 of Product +�� �c`1 z ''��••��� `Z'Q �''••., (System Evaluation Document (P.E.D.), drawing No. 11-214. Maximum Anchor Spacing shall be +++ z ++ Q• •.••' DENS , �` E 1906) to Global Protection Products LLC., manufacturer, based on Rule Chapter No. as indicated on sheets 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation _ + •: �� '•.. 9B-72.070, Method I d of the State of Florida Product Approval, Department of Document (P.E.D.), drawing No. I 1-214. 24 Gage Galvanized Steel Storm Panel has ' Community Affairs -Florida Building Commission. C been verified for code compliance to work as a non -porous storm shutter assembly, as per®Iz `- - This product is being issued an Evaluation Report as described herein, and has been SSTD 12-99 Standard. =moo'_.. :'-- -- ra verified for compliance in accordance with the 2010 edition of the Florida Building Code, +_- ' ��•.•• �LOR1�P ; a and to verify that the product is for the purpose intended at least equivalent to that 5. INSTALLATION: +++ =_ �' •''•••••••••• ++ �SSIONAL�� required by the Code. 'I'his Product Evaluation Report shall be subject to review and revision in case of a Installation shall be performed strictly in accordance with details indicated on sheets 3 "'��.,,,,,,,,�,rrr' Building Code Change that may affect its limitations and conditions. 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. 2. EVIDENCE SUBMITTED: 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: 2.1. PRODUCT EVALl1ATION DOCl1MENT (P.E.D.): Shall be strictly in accordance with General Notes and Components indicated on sheet 1 Drawing No. 11-214, titled "24 GAGE GALVANIZED STEEL STORM PANEL", and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 11-214. 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. off 2.2. TEST REPORTS: ,,,�`- Large missile impact load tests were performed under '0 Wgwd as per +++ .•.• •.... .. �+ section 1609.1.2 of the Florida Building Code. Unif at '•a��Sei„Section No. 44167 1715.5.3, per ASTM E-330. Test reports prepared by Q Lab of�outh ' 4416alYTesting7 N 0 .STATE AF Ptw .'-- SS�ONA����''� 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (3 Pax: (305) 871-1531 U Z Q � U J 0 J � .. m 0 W � Q 0 Q W F Q Z Z J W �WGo oJ U � Z W o > Ld W 0 C� J Z J Q Z W J C) W a3 U) W m W Q Z 00Z W _J o 0 Nw m _ N �w �am Z am �o z 0 J Z ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET N6 PRODUCT APPROVAL n II II- - L ■ I 1 I1' 1—__ It I 1 111" I II'1 1 I.LL ! ! I I I--- -! I - _ I R!..I!F!f I _ -- - E. 1 1 f _. 4 _1 �N RA _NOTE _ ----- - --.___ (yALL FOR R r AR LIFE SAFETY k E 2 HANG STORM PAMLI S): • _ :, ,.. --. ',r_I,I -D :_LI f-_„ ,.Mr._I - - J -.,CD r -'.rE RP.' ,nE,f�Ll....l'•. '' ,. M!N 1. '.T'C'I AJ[_. .` t ;N 1 �R): I,'7 1LJ, L ':�<-. ._r ._ ,a•. fy ,-1 Q L/iaT:t, LFe'' ... LE "TIJRf T', IT'.'l. :-L' ;,C.(',,F,,. ,.+:', W?. _ ,':Y,Q r. ,. ,Ji ,-II ..:. ;_o., B. f.. "r '.'., ..:ii: .a"a TAPCQN I,NI- .'-: A- VA LL. rtT_- -, - -- - _...... ,, ,- r,r- _ ,..AII r. 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Y (TYI>) \ I _�s �_� - CASE G PLAN ,, 5 S. n .,ia..� a,i1 nASHEIrnD I ui O d rI P,, a„ .SCAI,F 1 / 4"=1 " HA( CNE 0 I L11Tr VA( IU FUR GINECT M )UNT INSTAL I ATION ONLY 9L NU •- _i. (;L'r:'71I ILL) EIINIL.'_ I%IALLAIIUN Ar YJA ,_C A/ 1 I,,„pa11 111 /��` ''iONFAC:L LLVCL VARIA'i ION WITHIN 3,14' Il,/" FLORIDA BUILDING CODE (Non High Velocit HER, lcune Zone ---"-,L,;:`'j✓ CASE F PLAN) sCA.E t,%a"-t- J' � No.44167 .� � �" It .-y. ,.J. y , ll A R ••'•, l �,' D,, .. R(OR1DP.: • w ,, I- :-.J C 10f1 nLIE':O, rflC _ �IL ECOINc YA T EL STORM PANEL 24 GAGE GAL NIZED S E F../A.G. !,NAwN B• --, GLOBAL PROTECTION PRODUCTS, LLC. !M"F, n `3.11a LII�NE. I9-c4 dfl -i54s.:A IG541N 9-579T t2/fJ'" ,ATE. I I-214 ;w:w Nr; N„ TI!.L IT TC�T/N0 tr fNG/NffRING COMPANY e sa J .- ....4W. Aw�"I 1 1,a 1r-.111�_"1d -.,11 f'",7 `/ H•II TF,'FAGIX7EI.Y ,: "... "..c..,roy - y. o..,,,I.ro. n.,. � _... ,.. 1 r Tr , unN 1u ,n�I1 - , - - SHEET a 01 16 XIMUM A.S.D,._DESIGN-PRESSURE RATING flzs,,{,-,� AMD CORRESPONDING 2/4 1/4, 3/4, 4/5, 5/5 & 6/s IUM SINGLE PANEL;L, LENGTH "I:" SCHEDULE ONLY FOR REGULAR STORM 1W/6, 2W/6, 3w/7 & 4W%7 S INSTALLATION INTO_POURED CONCRETE CONCRETE BLOCK & WOOD (1) MA, '" COAX ,' ,dlra _- ;":E ' 10 Wtti------. - .- N,:F; - ,ili'ISELE...,.eAN_F.(.`zl,j! UNRESTgAINED SINGLE_PAj`{�(1,1 RESTRAINED Aj EACH f.. __.,.-D-_ _ ._ ..__..-._-_.__.. ___o_._________.. __ _a.____. ___..�.a.-_ o _._.._ AT TOP 0 B J / ,-. R ____ - -__--_.___. __ " _-_.._".__._._. - ____._ ...._._. _v_�.---- 4 TTOM WI.I S EHD 2I.Il?AC15. M., 2 3„,4 . I D I I wrF T 4R_JZRESI_IdULt1�IED_ 4T_EdGH_.IHP �_ ._. .,..__. MAX ,MUM PANEL LENGTH .. 4 " t. L OR 'L' f T RIITRII )ES,-. If ',I(,h •,JF*1URE RATNG 'rlfJ Ili i v' wVOLI L. L L L INS'-,.,-AT.JNS t (P,.,.f.) __. L+ L- '0.0 f 0' 1?-0' J, 1. ,I TO B I ,W C 9" '5. I, - 1l, '0' O I0, J- 450 '.6.. B, d" ,rIN 0 I' .Y 4" -. ____________ 55.1) LI 7 ,.-.. 0 -0" BI).R ti S � 7"_-" 5,50� / 4' 9 0 ,.0 I' B' • . 0 7 t; I'- 5 LL /" S 7 J - B5.0 Y 0' b' S' 000 6' 9' _.. 6'-2" ___.__ --__ 0n9 s r" 5-i 3. J,. J05.0 -. ...6 '. -_. __. i 1S fJ S'__ l 96 - Ir _ ' A PAN L LENGTH M XIMUM E "L+" OR "L-" (ft.) M OLG 'N PRc_PJRE RAIINI; I:(1Nf kl L W:i':,D INSFALLATI,7N`; t ] L+ L- J)n 4' a 1I.- . D U Tn 0 I,_ B r . _i; J: J 9'-J' JD' 10 __ - 4L,) 9' 6 _- 9' 2' -- q'_ r. N, /" ,, U ,9' /" 9' 2 ` 9'-t 1_1- -7 _J _ 6 I U , ;-J a SJ /' B _ /-7 _.. 70.D _. /'--5 G,-11' 5 -H ._ / 0 _. _ 5 /. 80.0 7' C 6-5- /- J -6'-n ..'.__3___.__ 6 *- I " B5 0 90.0'� b70 B'-7 S'-1G" _.._.._ _ .._...___ 10.0 ..._ 6'-T - 9'-J a,-4" IU7.0� 150 - 9--10" i15o - 4'-y• AR TI N it (tAN!, CH'DU E MIN:NUN 'LH A D ) S E L MAtIIAUM LTIMATE `BIND SPEED A 15 myh,ULTIMATE *NO SPEED , 115 ..'Ph RANEE LENGTH _. ..-_-___ (ir,,i UNRESTRAINED NEST:n,h'EU UN kOiRANED RESTRAINED 30 DR LES` 1' i" 1" C" h 4 / }3 J J -_ - �i, lO lY 7" �I" 5" I" 7 '- /... 1 .ia5 t0'6a ) 1/)- MINIMIIM PANFI I_FNGTH (in) FOR A GIVEN MOUNTING CONDITION _. IL ,- B I.L GNT TOP rlr •' -:LLI r HAL'N AN-tf N'K rlra^I rr„:F 4. HtADE1 4,!:IF Rnl.n w/ tl: w De BOTTOM 1s"P., ,,NL, - rIRECT MOUNT Yb« 3:" 3z- 1]" .„ ,�' I, . nU" bo' ---- 41 _. .. -.- - �.. c_ c I XI ., ..I D PIJ„_f ,.. J. _,-- ,I. _ -----_ ,.,. ia.. ,n.. l3I SS- I.,. ,,,. I I." ' ' -I - --- :;e' bu FAC>: �_ 13 11 I1 „ "; "i i tn'-I. ANi" ^" - r 1 S,: ... 1 _. _. .. ..._ ,. �11 hn , _._.�.„_y. ,U Jrr aJ L. "L F�1R, w! __ )REc. 87.I'131c'r%4 ( I � T i I I I I I 1 I I I ' I I 1 I II I I 1 w i c. ,_... I , l !r _ 1 , , .__-. _ _ _ __- _. i . - ,J I 1 1 - - i- - 1 I_ ff I A" A, l •1 i , ' ' I I '• T "A S , I i ".1 Tel .`A'J N: .l .'N'-.3 'i - -�AN '� J ❑. L k.0 1� I i I A (.SF 'F('TIOIJ:i Ac JJII I M.S BELT W/ ��0' k ,7VE h'A <�' --f 11 t:5 AS al'•nLICAE_E' APF'UCAOLC ,. E L S, O 1 I 1 ' I I I I I } IIIr Y i I I I I M..� 4 , i - -I D. 3) wl / 1 O O 'ioi' 0 1 - ,o a: iJ , - 1- I b r _�_ I I I 3 MAY Gf } MA% 13 4 _ _ _ _ MN MI" 1/4, 3/4, 4/5, 5/5 & 6/5 2/4 1 W 6, 2W/6, 3W/� & 4W/� ---____. - / .. -. I_ N _H„iJ,i (SL x.,,_0URAk. ,Tv ,Ihl I. I„ 9. 10 &III --- EVATION REGULAR STORM PANEL �1. EL N.LS. ' EL . :n ,.4 T ( r bh /" - '`A4N :JJEFdAP 1 VA II.`4.;: b'AtLLY) I 7 1 , .-.A.F-r,._== ,_..._. ^^•^-^>r-a�,a--�..,..rec-M".......__.,..,n,esr.,--.�—min---,.___.. _.__ __ _ 4", v / �._� �� I' Y.- AY, r. P .. 1� / , u ` (1,) SECTION A -A `-01 ) " N.T S. NOTES: NfTI ';"t fIV'Y O ,VE ASb J''11 LOAF, 1 L+ M4AIMVM .ILL N,HLE PANEL L 1 P )A A% A 'A P fR n rJ Jtl: IV G GE�GN L. J I � M LLUd HlE ANE tF]'CT}i F1 (1) Viii :O T!1 OFIERMIN MAXILUA PANEL CN TH'. _.oir, A IO%Tclr A ] L"';N L AD DETERA, JE A'.M.!I- PATE, LEN h L F^'LL ->LE. -, WEN A NEG:T VE n S E D IGN t :IAG '1-TER MIN M %I:IIM PANEL l I:NGI I I n'U , JUL.E. F,NAL MAXI'A;JV ALLJJVAHU F•ANII ILNUTH ,: _LUA '0 Ttr Mh,MJN! GE ERM.NEC' PANEL ,.ENGTH HEfPI EN 'LI' All 'L (51 SEE ,CI,ED'J,E HEOMI ,011 ':IN .At,,! I,Nt . I�., :• -,SI Y :,L"_I'r „'AI::_N t INSIA.IATIDNs,, INFO W'JOD ARE LIMITED 1 i 14S r d.t MAA. a • , i,'+(JI e :.;iia!: Ha1ItvU ,,,///<IIIIiw.i.. ' -. , �6- FLORIDA BUILDING CODE (Non Hi h Velocity Hurricane Zone _ A, 3* . J `t "',1r I, , +1" 24 GAGE GALVANIZED STEEL STORM PANEL - -- A ./AO.. 167 _._..__ GLOBAL PROTECTION PRODUCTS, LLC. c a 'i I L E C O i iL '.. '` I I n c a w• •, • ,Rm _'ATE _ A'• STA "4 \ Y :" Ill„! ,F"". A' 1 L111 t'ONFANY Ili' E n H .., 9 85 i i-214 F 1 I c9'• R 10 "M , ,, . r,,;"; +' N r r . r nt ''-^ ypr��Fy•4{�yL{{II�A.,. �- 4 hf CIO' o1VN1� 1 1 r ,Ntr e _ ,I) _, ,.1f� a aIG/ INSTALLATION DETAILS FOR REGULAR PANELtI) IINTQ_WOOD STRUCTURES ( IfUrr -"I 3 I a L. III' `1 i I I A,(,i,,< < ,. ,I,. iI I I I I 1 ' / Y(:'!T ',FADER _ I11 - l L,) N AIJf. I h"::U..,LU . , I, rro r I ',IFD.JIF' ON l tJ l I.I <.' ,,rvft II' •4 tU;7�}�•u}1, t• _ ���/ MAx, A. `'1DIllJ 11119 ' ._. I. . I ._L,_.'J— I 1, �JI �I I , 'I; , L.lL1,,I( - 'i All I' I Mu, �II I I I I ,: I 11' l 1) _....... I I 11 I I' '� I I �- L� I II II I - j G 1 A 1 NIA 'IN I " AI `) 1 I I �FNCTII I+ f LA`1i - I :JII : I tI.;' I , 1 'AlJlI 1 I� FF --ICDI.0 I I '>C: ('.ILL LL C 1 I I it :>t 11 1 r „N 5 ,EFT 3 :I,_ 5'' ON LLI ., 1 I d Uhl i;l FF' ' •1 I 1 _ .A I _.. t I I- _- '.. eO", I A EA (AQATICAF � 1 '. I I I 1 I '/ I 1,.0 11* F'AHU 1 IA LXI,I III. 1 LIA" AII:IN li1%.111 prEH / n' _ ') I L. x i I1,L; CLA55 -I fiA i LASS. i EF ,CHFDUI L I 1 - - 0) I v) I : pN SHEET 3 q ,III 1 � 0 I I �t,A,. , I I I I OF i" h.O r; F' ,-5 ,� I I MP,x - - I 1 I t' 1 L. I I 1 /.7"w.', FI CO PArJE LIMIE FkMALL :U 1 1/: '1 �__ - I .._ Uilll I Tt 'L'1111t1! I n { '. - r 4 x- ' :n ;] Tau<^, HEI+.. W L �.S L.MU. 1 1 (4) 2'rA V'::OL, )[Ali RFQriJlklU I _�!: WOUD AN(II I I I ACNLH II N ,I1.ID I ';'_L ,CIILIAI.I t;N i I WALL MOUNTING ALTERNATI__VE 1 W SCALE 3/8-I' NUTS "OR COMHUyAiri)!l IT SCCTIUNG: I1 IEi NS,rAI_ An:,N A s JNL' vALII) F(,P. A.L. Lsu,h _ h.. '�i '.,l �Fl I',:J '.3E rr r t JI; -.;,N" �L Nr,iFIS ,-, R ":P e (.I IIJI I r.' v I NI _ CL W J LI,D P r 1' : ?,riY - 1-, - r Ir Ah-" VAA () - I �iM' 1 _.,MI IJLD J 'Hi'ULIF (: Iv .. tr. 3 WSLUTA:ICiN. 7, r._R NE+"! WG(., v dF : _ r, PI / Yi tdFIADCfiS i' �L OL'THEfiN NE No 2, lY SF FC. , Dt r1911Y OF U 5., GR EOUAI IAA:1'1INf _,CRFV6 5. -'.'B• HLOC"I'LNC I I I WA T 1_12 , '3 t, I 4' L'. ; ,:4' WCOD ;' ... PLt)1 '4QU:IEI.L. WALL MOUNTING II DIREC-__ T MOUNT ALTERNATIVE 2W ;CALL" 5/N-1- IIIy. - A• r/C� --" ,II �ZEA FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone r+ L S�...,✓I oral• rnrl;,", IN. 24 GAGE GALVANIZED STEEL STORM PANEL ,_ltAI'' I NIa 441 s LTE -- ON PRODUCTS LLC. GLOBAL PROTECT, , IwrE. * A}�• CIS ST 'P •: TE yF ;' - I� C O INC TK L!r TESTING tr CNCIA'C E'NING (:UNPANY wo S.W � .-Rte� I L AVI 135,A • I I'-ll' O .(y '' �; i : C 1. 9JG I,�11+[ (u. ,(A,Y ia5, r.,,, r951jny9-tl:'9, ,v vf. N..: SA;, "' _ SCHEDULE FOR gEGULAR STORM PAN 1) INSTAL i.ATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES fVALIU ONLY F:I'i,' PANLI (II ",`,1AtIATCAI`, AS ?Cl2 SLCT',ON� '1 THRU 3, iN --.'IEETS 4 & 5) Ir1%,k-MUM c, C, U,;'-1„N eRFSSUnF. 'AI. l F. N : i P.S') AAxl/111fA ,+NCf-I IRS SPA::Iral; f )R ANTI i'.D 1'CF' :,UIIEDULE BELOW er:-L aU '. '. .T CIrJf, Y ,V' A-'f ,:,IM' NAII!>:v - II (r LM 1:-Anl!AIJM fnl - FIN,;Ir: I�� ',) M.. I:C"A _ •, >.L. [f: l'_N I'1 _,11L.L kAT.NG .V H f 1 MAA.I ,T.;M A�vL'I10HS SP4\,Ir+U FOR I.IiN E.C. PER SV:HED'JLE BELOW " AFr 1 ',_L TO .:-CTIC:N^ Er 4 rt`' LUMBI IVIr[_ry R (+f "HE 1 ;tPANf,M PAr.E'. IrNGTH "L- -•,P ,.' LOrJ SGL[t . ET F'nNLLrAhiC FEMAtF ID Pi•.NELMAIL PLJS LAMA,-tJAILIN _ ;;ALK-!N 7Ai"'UN SOI ID-iET - PAN[-;I.MA,l:. FEMALE ID f=ANFL MATE PLUS - CAI,iAC-NAIL:N CALF; H: - U1Nf:4t:lt Tl1 c .NC-2L ULCIGn CIA Ut17E . ( 'AC-E n:r. 70 '. nR7E II) ::,) f'� J yw:R- E r � fry vrR- f f: G CDNCfIEIE TIC 'H I L,IIC L L BI,Or% {� � J WrICIRIc i:: �N kL L :II UC,K Tn rlq [f,'IE FO f,'J R'iC .',; TO - ,,C4.-..FETE' 'J Y hrrr U'K 7D 1lr ,. r AFTF ifif e TO r fR-R ;,1PIr :i -CU,JCRL'IL r r 10 T,'I 1 FL :. Itl (TCN TO CtwN,kETt IU ' 1, I,. i4 5 4_ Ll R LESS 13" - 1 .}" 1, 12, 7.i 1. 1J 1.5" I 3 '.3" '3" I' 13" 13, 1 " 1.3" ' S I, ,3" 7, 13" I.i" 15 1 (-UP) : T-I:n IV L .h I 1 CP 2 r t '80 T,Jl.i: 3 rT(Inl _ 5''- 6" Uri LE55 ,45 - 45 TO Ih �b.`I ',', 13 '� 3' _ ,3 13" 1 i, 13" I., 13 � , 3' Is l31 ,' 11 , t" •3" -- + 5' ,3- • 3" 13 I S - I 1 - , 3 5 _ 11 ':[ l i ' - 1 JI,)P) ,HGTTCJM) ri G" UR r. . i S S -" 1 3 1 3 1 t } 3 3 I. 3 -1}" I }" 13 1f 3 I 3 13 1, IS ,.. I5 13 3 t.5 IS :.S 5 ! 1.5 t3 .-- t ,'4 I 3 II 71 ,1 _ ( ) 1 (L. _M) ;, 3 ,iLP) t , 13 I.3 " l i4 J 1 .} '3 .. U iI t} - 9- 13 I} _ S 73" - -- _ h„ 8' 13' �,:' 13` _ 5 1 1 N 8" 13' ,J" 15" '3 - 3. I} " _ 6' 13 1 ,� - a' '3 is 13 b I '4 a" .. h'; 4 a,. W" _. 6 / - _. �'.' N:. N" I4:. / -.: a,. , 1111 1M a (TOP, . ---. 1, 4 6 4 IS" n 7 4 _ _/ a` F ,/4 - 6" I N 4 - e 1 , b 4 _ 5',__ , } v M 1 4 (TOP) E' b I'" ti 1 /, • - _ __ 17" B' H" 15" S I /; ' t 7 '' '� - -.. ,.!.^ 6' 1.5" I'" - -.___ 8" 4 'HGRCM) `{' - 13" - IS" P" _.. IS" 1 - '' 1;' 8' - -__. 8 11 ';: -- 4 IUUIIVM) tl IIOF') __-__ �_- - 13, -- :3 I' _,- 13, I:' .. - 13" 13" _ 13" 1.}' I,- 1.3" 1.1"_,., 13 15 ,- 1� / '4 _- 5 1'TuPi '3-' ,.:.: :3" 1J' 1} 7 li" I}" 13 IS' IS " 13` 1t il" .. .. 1 ... `" ,, 14 ..-.._ S IH')1 (;;M1 G I r,P / - .. _ b 1 ,8Ji1 JA1 ._ 13 } _- ,3 1 __ ..Ii S ,..,.. G 4 1J' I. IJ" 1 13" 14 .; 4 1 ti< E 1 .4' 6URnM) E T10M', B .J ,. 1., ..' , - 13 - 13 N I 4 __� h i a t 1 4 - 6 I/Y _ / .: 6 1 . _-_ 6 �/Y " ,S' 11., i' .-,.'_ 1 _ 1 7' 1D 1 , 11".. 13" li. I3, 13' t :S _ 1 i; I"' 1 3 N 7/2 1 1 / IC 1 2 1 5 1 / 7 I/1 'r2 1 ...� -- 1'= 1 / L 1 rTOP ) IU 19'-4' 1 5 li" 6' r ti:. t" 7 I/2 -- t, _-_ 1" I} 73 / 9 1 2 I } I Il I". 5 _ • 2 _ _ L t '2" / R 6 1 I} 1 15 - t5 - 1 fi l/n / 12i 1 I TJP l ) ,S-d' a._a. ) h 4 1/.: t (:.11 IL!M', 2 (1?P) 13' 13 _ tU I: ,4 ',1 I 1 1� _ / - b 1r2' 1 AOTIC:J_ 2 \fJP)._ ___-_- 1 �F.C,11ov) 13' .. _.._. I3" - .._-.. !' -- - 13, IU / < - 1'" 7' f.._ J 117 7 I/G I} 15' - 14' _.. 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GLOBAL PROTECTION PRODUCTS, LLC. • 5 etHFE; , F1 3 ICI,::: � Se ;"I, (z 4)y , r '9, 2;u't ,, 11- 4 21 aL —IT THJIT TESTING tr rNGJNCfRING COMPANY 1,,:z • 19-A,.,w,,V A I' n .,.,_,... ,.". .",.., "v .Nw -I, Kl: .limy ne, - _ OF.._... .NI Ei 9 Gi le U Z 4 0 U U 0 J —' J .. J J >- V.. m J0 W > 0 �Z p Q W Q Z Z J W _ � W � J coUO� � _ _ 2 El El U Z W I..L t U ^ Q � 00 w Er 0. T� y � cD U) 0 " ZJ J Q Z W J W Q Z J � O/ a W Of m W % Q ` 0 00 z 2 (D W o 0 CV m m T i 1 ^' �1 V � W = � L O Z 0 Z 12 O g Q U - - Z U ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET ■ PRODUCT APPROVAL MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL(-1'INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES :VALID ONLY FOR PANLL-1- 0_91 IN: ',1', AS PER SEC110NS , 1HR.0 e., ON s:­- 77- RAT N4,VIFILIM AN.-.1-16IRS SPk(:INI_; ION MIN L.U. PER '-,;HEOULL BELOW • "'MMUM %J) 'AGN ',1ING f,j MAYWUM ANCHORS SPACING "OR MIN ED PER ICHEEDIAE BELOW Allpi II&AII I C 'U I NS ANY COTAEIINAT:�)N OF THEM uu, "N L L 1A 'ON SOLID -SETPANELMATE FEMALE 10 PLUS ZAMAC-NAILIN CALK -IN TAPCON SOLID SET FEMALL it) PLUS AM, -NAJLIN -IN WIT111 To 1w TO aGN,A,x T� CONCRITTIE TO GONG TO Z­1 __T TO CONCRETE TO C( CR TO TO 9,1 , U.7 To TO C;wpilr CONCRUL PI W. 'a E io , 4CPEI1 LUCK ,+65. -65 To 7S 75 1* 31 _ 3: 3" it' ' I Is' 1'- I V 13 1 5,; 13' 3, 13" 1 13' 1 1 3� 13, 12 12 12 1 to 6 1/4 P) If 1 ;BC;ITOM) OR LESS PS, -75 TO 3, IT, I 10 112� 1 1 6 9 9 6 _3 1 11. f, /1 ;2-- _1 1. 7 1/2" 13' 15* 13- 4 1/2 6- (TOP) 1 (ant, 14) 3 H, (Tof' 6 (LIi, I! 5'-6* OR 'S LEh 1 Y. 13* 13 13" 13- 3' 6 1/2' ij- 11, ;.s' 13' 413 13* 13' 5' 13' .5 1/2' 112- 6 1/2' 13' 13" 3" 13' 1 7- --72- 1 B 1/4" 13- 13' 6 1/4' 13- 13" 6 1/4* 1 �, /2- 7 r 13" 13, 6 /4" 13. 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AbIANCE ARE INO4CATW ON tt,'s T;GHrnuI IF FOR I LFSI, IrM INU-CIATEE ON SCHEDULE REDUCE ANCHOR 3PAn,W'. IV MLITIPLYING 'FACINU SHOWN ON S,HIMULF By THE 'CLUOWNG FACIOM fGk Titir oprRATION IU ft I'UwIIBLIL, REDUCED SPACING LU tAINEI) jSIHr, FArTOR SHALT NOT Fr LESS WAF, MIN,PI!M %�ACINC tNEPCA?F,U FOR EACH NCHOR 171117 UN rIH;S ANCHOR TYPE: saac_M, r,AELNATE FATALE ID PANrOKATE PLUS ?,NN,_NNuN MINIMUMANCHOFI SPAONG (,r.) 3 It /2- MINIMUM EDGIF Jo .. ft.. ;K` 3 DISIANCI, Ito 1 1,2 11,, &-FLAL EDGE DISTANCE F.D FACTOR 0i INSTALLATION DETAILS FOR _LIFE SAFETY PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES :-,I L L 'I .3KCRF1E Cp -,f4C,:LIL �;;P,A'RFT� 9LO:X 02' 4) /4 1 /A- 1 I 1 i I ; � 1.4 � E�. � I IC 1- 01 II I 0) III- SF.1P'A'RATI0,4 fe A""; I TO GLASS. F-LASS It AT PA INM IIA OAKLI 4`1A 111P w IT TUA IN LPN,EL_,, y LUI 10K 'AHILL II 1 LFNI­ WIFE kw L' MAI It MAX. PANZ� LEW011 Pi' WNE, L�N(5711 PANE- LLNGI,I 5�_ It 1. PANEL LLNGIP, II 11 E SHEET II 4 (SEE El 'VATIIN (SIFESIF EVIPTICNI 11 1 0- FIFT 12) 11 v II I" Mir P`;NFc-iEFT 12) SHLL' 1i) ON ',1'AF0IICN-- SFPARAT* 0 L/2 Ir 1 2 Ig 'Ic ED z ME. Ii 20 OMIS2 ' 0 11/2JC a 17 PM 114'. IAI4 :Of � 0 iAl+�N 1/4 1, WCON TAPCON AN HDq a 9, 11 is ANCHOR 0 9" O.C. A141 1 64 q A,CHOR 0 9' O,C E'. I EXIS_I)N� POURED CONCR,7E ;;It Cx,STiING VouRto LCNCRETE OR XIF.1 CONCRETE -.F, 15TNC POQRLL1 CC)WI4J7F OR SLOCV REQUIFIEL, CONCRETE BLOCK RIEOUAED. N" "OUREO CONC -7-ONCRETE BLOCK REQUIRED CONCRETE CONP�;IIL,L IlLrCK RECURED SECTION R-IA SECTION -R--Lk SECTION R-2A SECTION R-2B 0 REGULAR PANELS it LIFE SAFETY PANEL 0 REGULAR PANELS 0 LIFE SAFETYPANEL WALL MOUNTINGS WALL MOUNTINGS "It'. SIVILLIS 15 111 16 ICK "W""O'S ANCHOR TYPE IYIIJ & SFIACiN,; TOR INITI,LLATITIPILS INTG IAPCUN WOUD FRAME @UiLDNCS VINMOM ANCHOR SPACINGS AN7) 141INitutRA $I.) tL�'E DISTANCE ME NVW�ATFD ON ;IIN'MWIMIIM11""T". r0R ED LESS TITA), -M, <LIP U N S(FtEDULE REDUCE ANC.TPOR SMCN5 StIA1, I.) ACFUAI. EDGE 01201ANEE (ED.) FACTOR I .11111"G SPA,;" "HORN ON ,111-111 81 THE 70-1WING fA(,I-)R!- L:,R T.S ^PERIT.01 '0 If 105t.H REDLP 7SPkCINPt 10,441; FA, UP 5,AL.L ITT -W f",, "AI. ",I. jEM INGWAIF0 A' ,.I 11-C .-N "I", !Mll Ah LA 'j II II II �17 T, Hf ALTERNATIVE R-3AW 0 REGULAR PANELS A. 7*1 101".- yk 4, 1('% FLORIDA BUILDING CODE (Non High Velocity HLII'I'iCnne Zone NLI­ 24 GAGE GALVANIZED STEEL STORM PANEL 1 A 11A.cV. : 0 I.N BIT NM 4416V-1 rEC 0 lmc GLOBAL PROTECTION PRODUCTS, LLC. _ D&T, STA71F OF 11-214 N, "s-7II-5 FALL. wi P A Rflfr Y. 111, INSTALLATION DETAILS FOR LIFE SAFETY PANELJI INTO WOOD STRUCTURES ",ALL' RED ,7 I Ill (Di R. L PANEL MENCTH (LL LLIVAIIIJN ON SH-HI 12; L/2 5 Ilr OC I C0 PANELMAJE $31-1111 4CR a 12 1/2- 0 r WALL MOUNTINGS 1;;'.A, 1 5/6. " tjOTE& r.'IALLATIC.N 4RI, ONLY VA; 11, 17- IR ,vi IT LOLAOzI (1,'s 1) AND 1ANL11 : Er,., P kVAfIt)N I)N !�Ht F 1 12. NEW AICO^ 'RAMS i ' I;N,I RUI ' lit 76 BE SOUTHERN PINE No W/ "PEC141t DENSITY OF 0.55 OR EQUAL. i No. 44167 STATE OF II II II II II .-1 1.) 1 S. COLTS W 1 'MAT I FNL.7I I (SEE ELLVANGN DIN $f-LLI 12) 01 1/11'O PAPIii-AAA AN"'Ook to 12 1/2" 1)(,' ALTERNATIVE R-3BW I JIL SAFETY PANEL FLORIDA BUILDING CODE (Non H,qh Velocity Hurricane Zone c2all III wc 24 GAGE GALVANIZED STEEL STORM PANEL Wit-714 "­ 4 11 r GLOBAL PROTECTION PRODUCTS, LLC. 2/0.ul- _r ( LE C C. ­ ­ ti STREET !IT risirwo & rmcinEtrkow CoWpAmry .. ­ W. 1. — — �, 111 111. IT,- 7 - 4.10 — 11. . �111, DAITE, F, 33311 1HUNL ­41684-710. TO 1 1-214 'j -P . Tit :IT of j AND CORR SPONDING MAXIMUM ANCHOR SPACING 'D 0G 14�4 INSTALLATION DETAILS FOR LIFE SAFETY . -PANEL j INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES M.1. T- I I L IILL. L:N C 7 � � '114 I -10 I" Win SEPARATION (A All's GLASS 11 it- r FA PANE, III alER T-VIJIII GI ASS_II II 1 1. MAX ANT. 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PANEL) (INTERIOR PANEL) (IN TERiOR PANEL) (INT`RiOf? P, 4EL (END PkNCL)" I I SEE NOTFS 2, 4 I 1 I SEE NOTES 2, 3, 4 PD MAX I PANEL.ENGTH KJ IF b0t.IED PANELVI., IT '4 20 S.S WATS W EA OVCN<JAP A, AJ1Pi,CABIF) MAX, FT11 -11"T', -41 J 11 -1 -1111! 111::L 11 1 1 TI-TFT-11 -J 744_4=_ 0 SEE NOTE 4 - min LFE 5FE I I" Min. LNOTE 3 NOTE 3 ____ (SLE 'k(JON E21 & ALTERNA14 EZIW ON SHL111 IS)- EZ I /18, �__Ezi W/1 8 YPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL d)SYSTEM (t) SCA! E: 3/32"= 1 1, 4' M-" �AP i,'VI DPEREAP -1 WHUF VALLEY) MAX CAP SECTION A -A SCAI-E! 3/32"= I* BUILDING CODE (Non High Velocity Hurricane Zone 24 GAGE GALVANIZED STEEL STORM PANEL ORAWN 01. ,OBAL PROTECTION PRODUCTS, LLC. 12 Oslit DATE "TRIL0 33 4 11-214 A:..W, Nu sHrri 4 or It' LAST PANELO TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED 19/ REAR HA140: - I. fU -FACILITATE !NSTALLA-1ION IF INIIINOct) `C FIG INSTALLED r?Olvl NSICE OF STRtjCT:jRF. NOTES : (I) QLFiNLO_DL7 SFRIV 'S 200g. E-ZZ HANG STORM PANEL SYSTEM CONSISTING OF PANEL + .,on t. TRACKS 7QP & BOTTOM. (2). END PANELS 5HALI. ALWAYS BE CONNECTED TO BOTTOM TRA(� OTHERWISE A STOP EJAR@ SHALL DE PROVIDED AT TOP OF SUCH PANELS (3). 0 iNIJ PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SUALL CONSIST OF 1/4'41-20-3/4" MS W/ 7/8'0.3/32* WIN(; NUT OR 1/4'OIX3/4" Min. THUMOSCREW INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY HF AT EITHER Or TWO EXTERIOR FLAT FLANGES OF END PANEL. (4). IN CASE THAT FND PANELS APE NOT CONNECTED ILI BOTTOM TRACK (i.e. A STOP BAR !S ONLY USED AT TOP) AT LEAST ITWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) A9OVE. IN SUCH CASE, CCNI:­-rl PANELS TO BOTTOM IRA(:K .MAY OCCUR AT ANY PA^+ _ III I'L! AT I., 7,;41 ' ;;,i D P )p 'A%iC: WINE) SFE-_CS LIP TO 175 1, r, I FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 4:200 RLTI iPPC 24 GAGE GALVANIZED STEEL STORM PANEL 141'(% 1 it NO. 44167 ' A ­ GLOBAL PROTECTION PRODUCTS, LLC. 7/as/I, " DATE ILECOtNC. am IV SIRM STAIMN . COMPANY .51 P_ 3334 ORI TIL IT 111751" G & 9PICINITERING li-214 PA, PER A rt.01 1106'P4 .4 107 1 v.AX R-IA/13, R-2A/13, R-3A/14. R -IB/13, R-2B/13, R-3B/14. e JA D. P-IAW/15, R-2AW/15, R-3AW/16. R-IBW/15, R-2BW/15, R--38W/16. 0 0 ----- — — ---------- 1/4 -20-1' 11ULIS Wla, MAX PAWL 6) 1 /7 (USC FOR PANF1 I FNCT" )VFk 7'-51 0 P4CD. -40.0 P.%J, MAPI. A.SO I — I N,LAI AR _.TORN, PANEL DESIGN PIRLSSURE RATING RF : GUI AR STORM ­J (w/ (WERLAP MID PANEL LENGTH LYJL7) L" I --,AtFTY ST(;M PANE, 7'- 6' 0 .50.0. -54.0 t. A.S.D. DESIGN PRESSURE RATING (w/O OVERLAP MID PANEL LENGTH BOLT) A 200" r llimls AT ALL MOUNTINGSS.S. a Al LA. OVE40 USE 2'-B* MIN PANEL LENGTH 1UT11111T- AT 1100 _UCAIION 0 1 I FF SAFELY PANFL 8OTT D.M., 30, 1 . -OVERL.Ap- Ov CORNERS 0 *111; NUT AT EXTERIOR WIN' NUT AT 1- t N�TALLATKJN5 ONLY VNID 10R BASICI LEFT PANEL R1111T PANFi .1. MAX, W,ND SPEECS UP ID 175 m MvN AX R-IA/13, R-2A/13, R-3A/14, R-1 a/ 13, R-20/13, R-38/14. I wV4 R- IAW/15. R-2AW/15, R-3AW/16. R-IBIV/15, R-28W/15. R-38W/16, trj-HrRS SEF SECTIONS & ALIL14NA JVIE'; I)N SHEETS 13. 14, 15 &16) - - 1/4- MAX ZIAI LIFE SAFM STORM PANEL Cl) ELEVATION (t) RE01"I'l .: N4­ 4,97'. (1 PEi,UI AIR -Q) �I W,,'L,- IAUJL�) FORM PANEL i,4- 'XI"' MAX w EFILF; --- ------- A,"ry rA14`­; A. ...... FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone I A., W.C.N. SF 24 GAGE GALVANIZED STEEL STORM PANEL ITE, PPA.G. EXTERIOR NO =1L E C 0.N C GLOBAL PROTECTION PRODUCTS, LLC. SECTION A —A aw or .1 111, 12 N 11 RAnr 1 )-214 Z F P----------- J— I� (A 1 "LI: SHLLI tI j 41 TALLATION DETAILS FOR LIFE SAFE! INTO WOOD STRUCTURES Y PANELJ 3 J, MAY MAX. L Ljj�nLLL IPA i 20",II I ATII DJIIs AT 5 WXTS u, O"L"Il E < STING j'E _ -L- l - � � 1 11.411 PAId. IUST TGN PAPG GI _4.) [-LASS JLNU (%fR IT MA, IL F A PANEL L-LINPA., I FNGTH 'L' W, (SFF FLf'IATIDN li 'L IT—II (SEE EEVATION II I 41L ENGII, ON SHEET 12) (SEE ILL II 1 IIANI, LE ON SHFFT 12) 11 IN ISE ELLIEVA �O it I ON HLL1 I SHEET 2) 11 i I II I��/ 1 3 MIT, or ON S Al It Ili ARAVON II II 1 I in GLASS -SEPMI1'U,11 3, TO GLASS L/2 It- PA47 CI I potT�I?N - TO GtA_1 E 11 T 6' if 12 1­ OL 12 1/ If _4 1/4 ­20, EQ, 5, ft, 1:Lt ,.. Do 4 I a:'wOUE1 T�() AID '4,0 IAII(:ON :'4 lNcwyR 0 9, (1 c 1OR G 9* OTC.MTAPCUN ,IACrERkFD w/ STUD AI GFRFrl W/ STUD i ANCHOR 0 9" .4' WOOD 4; WOOD II ATE AT P'OUIRE0 QUIArD ALTERNATIVE R-1AW ALTERNATIVE R-IBW 0 REGULAR PANELS 0 LIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/8-11' I N!tAIAIIIJN APE ONLY VAi -, FOR A P DESIGN 'RINDLOAOS (p,I) AN;) �-ALIIi IFNC:.TljS +T5 i`CR E!CVATION ON SI*EEr 12. 2. FO,, :VFW 1.14000 FRAME N'- PiOTION: WOOD MCIoDERS TO HE SOU11,11,RN PINE No 2, At/ SPECIFIC DENSITY OF 0.55 CR EQUAL ALTERNATIVE 0 REGULAR R-2AW PANELS ALTERNATIVE 0 LIFE R-2BW SAFETY PANEL WALL MOUNTINGS $^,ALE 3/8 , I - FLORIDA BUILDING CODE (Non Hqh Velocity Hurricane Zone 24 GAGE GALVANIZED STEEL STORM PANEL W44187 GLOBAL PROTECTION PRODUCTS, LLC. '2/05p, wr IIILIE C 0 'Tru,' 1 1-214 STM OF jrt,'r TESTING A 11-E V2�161111` A- it 19 0 flaRmy, 11 1 'WI .— IF, Is Or It' INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL, 1 INTO POURED CONCRETE, CONCRETE BLOCK AND WOOL) STRUCTURES 7- CUNCREIE OR CONCRETE BLOCK kN,:,1OR 0 1' i 11 .1" HEX HLAC, FF /4"d TAI ANCHOR 0 12* 0 ECGf OF Ll fS1�r)1 EDGE OF FF (9D L-0 ,15 BOLt ea !I 1.4 BELTS A',P T 1,2) M FANEL II 11 lLPARAT CIN T CLASLAI`Iii" T­ TO GI ASS �UMI,oit�,_; 11 TO GLA3S. I IF AL111PIN UU LA',t'� I RIVET 3 RIVET 1 .10 II MAX IL.MAX AT F& DIPPITLENGTH XF PANEL LENGTH AT PANEI AN(;IH I, I Mr. II 1" MIT. i�-S-EPARA_nON- 11 IC 'L in C __51UMHSCRFW 07 1/4 rAKON EXISTING PCLIREII ANCHOR 0 12" (CON;RETE OR CONCRETE BLOCK FLOUIRED WALL MOUNTING SECTION EZ1 SCALE NOTES, ;l`I'TAI,LAi,ON AlXt_ UNL' VALID FGR kS D. H� -,I. I LOADS +/ 40.0 p., : AN) W-10" MAX �ANEL rRA'Of4�:TRJGT,CN WOOD FOR hjLW AIO()J) V.rl (, - 9 PINE INL. YIEI,IrEP'� TO F '_01,',�ERN 2 W/ )R EQUAL, i 12" 1/4'0 TAPCON ANCHOR a O.0 2".4" WOOD NEDUIRFI) WALL MOUNTING ALTERNATIVE EZ1W. -:;%L-- 318_1" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ealr Mr-, W. 24 GAGE GALVANIZED STEEL STORM PANEL R.f./,G f 44167 1 :1 AAN FIT. 2/05p, GLOBAL PROTECTION PRODUCTS, LLC. WE _r1 ME C —0- T?LEIr Tisrima & ENGINEERING Cc—.., UA.Ir Ft. 33114 -214 L 0xi**_-,C0R`l1D._-' + 0 x — . — A"'I 1 .1.1 P-IL.[ ­ 1 1 A fm) .11 it" ,B Z 0 _j I J _j LL 0 LU _j < 6� 0 z > < W Z _j 0 0 El El El A c) ui cf) LLJ > w LLJ 0 LLJ 0 LLJ 0 co 0 0 Z Z LIJ C) LU < C/) LIJ 0 LLJ < Z 00CJ Z LLJ 0 _j 0 (14 D M F- LLJ 0 b 0 z Z 0 0 ZO ISSUE DATE AUGUST2008 REVISION DATE 3-7-2012 SHEET N6.2 PRODUCT APPROVAL Th L I E CO INC. TILLIT TESTING & ENGINEERING COMPANY WAI:I'lat A. 'T iLLIT. JR., P.E. _ tilt.cu; r.1.lLrum PRODUCT EVALI1.4TiON REPORT r N 1 I °II.n tiU J31 n' 11 I,tt1YJ('->vr: 01106719 REPORT NO.: 11-1208.07 DATE: December 0812011 PRODUCT CATEGORV: Hurricane Shutters PRODUCT SUB -CATEGORY: Stood Panels PRODUe'r NAME: GIIP fabric Shutter -Series 2000 MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PU R POSE OF EVALUATION: Phis is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System 1D # 1906) to Global Protection Products, Li.C., manufacturer, based on Rule Chapter No. 913-72.070, 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 vvith the 2010 edition of the Florida Ruilding Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product E.'lduation Report shall be suhiect 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.L.D.): Drawing No 11-212, titled "GPP Fabric Strutter -Series 2411111", sheets 1 thru 15 of 15 prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit,r4114;��fi*d 12/912011. I his drawing is an integral part of this Evaluation Report. (rr' art % i x_t�;fT,%� ��'O ly AL '+4 '�/�1 6355 N.W. 36th Street, Suitc 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fax: (305) 871-1531 �LttEtf�.Ja1S�7f ::_. it E I rI •: t I :.;.5 r" f ':)-. r H:I 1i -44: c_ _L L4l 4A4 ;ALL B" . '•_ 1 11 Alfl:) I .iH- ,I (.� �t Mr �: :. ..'LIN II _L_L' I E.i-tliA It .':.1; ).. I_rJ 1— 11.- ..;,1 �.,' - ,Ir. PI R 1 i� Lr ul( i I L t J u HA-E 'ESP A.NU 1 4.- r 7CN WIN L AUn ! i I Ul 11 6�:'L- rAt L vti- r t ,A F 0F,1✓N R SSIJF .) I f' I .. ,"L:a , A + A 440 A l T.- I-f.( _ _Ll' -T" ,6L+L ,',rr' !. I IN, _, At oJtn �-R town LulDS WAS IN 11W n:: I , I Il. 'M n 1 'L I P, ". l I,L I -1 ''C, 1,1A,. 1 'A -.ANCL S. AN A• +dINIM:IM ')EPARwiI,-.r; T11 IA SHALL •I,+ IN C.TEL ON So vwtEs ,#1 &_Lit cm sp.if 6,r- I PRULI _. T S AU UU "' it HPA,. I AND wl(1L GL SI,;IAFCL !0!. BEEN VERIFIED A AC A �ANCI, 'AITH S:,,T11N 1609,1 2 Of lr ;, AUU>L MU TIONEri CODE A, FER AME:IICAN 'f5Tf4L: LAB JA- SLLlill -IBA RCPUr- d 090401-09 AS PER A3r'A 1 ',886-03. I+46-05 ArL C .,.,U-02 TAN .RU QUALIFYING NSTALLATiCN� cOh wINR 2CNiL , 1 ,4 4, MISSILE TA-L 10 ua'-I pl CTECTION FOR INSIAI I AT0NI A' 'e )'I L�SFNTIAL f4;' ILF' _ OEFINF.D H', 3EPTI_ JS 6 : 1. 1, 6 2 1.2 GNR rs + Or A°-iM E .- ;Ir,JGF.ttIIS C. I* r_ PER 3c!4, INJ EIL, '74 tr•'cR1.4LS GN SHcE!t. L :Vc 3 '4 1 *,Fit _ !dAUt CH Nlt I I� r VL t IYLR ' V't .+ C( L) S UI.S w 1 '1 (JN ( I IC'W LJ IT`i HX1t_,f LtFL ANC L11,1NA"E' TG WITti 13) LOW LLN TY POI F HtLEP:L IA LC %71911IN1. MANUCA URC' DY -4RRE'1C INC., 240 Ou"UN' RD. PC RCN 4C C NG'TH eAY CANAJA PIS 874 f C.LUAIf. - FKCPERTI I ^.'IAf'.f', I !04 c:'yet A,[M _•317n I-. ,r_I..1+' rr NkilV` A':TM D3:75 .V`) I Fr„fir: WFfI If'-' F VI PIKYLI I a p_ (H-)R17CNTA, - _;13 11 NiTU^AL A;Il.1 1,'. /7' 14 1. It. V.: t-. IF; 71, 1 EL+ I FTR WfAll AN:-. SHa_ ! 'C Lr4 A •rltl-n! F ; ,-K a. 1 T._n•r' : Ht C':.\ jj NO,�!I(ih5 H- TH I`i` fi Tr r ( T•i_ -51kjTUPE WHL L FROJIUT 'U UL F ALN U IL INS Ff PF'1•F'» AlI Al_f IHiS R'�OCU..T SHr•-L-..r4L'. hL ITA,;tlCl TO P3, KEC CONIC RCIF Rt)r IT F R D^I< , OLLOW et.'XK WU`'L ^NL _I_LL FRAM_ ',a JILDit,C.S WITH LIti'I AICN INf .A116 ' , T_ `. DRAW'IN(, P, THE INSi A(I.ATIVN C:,f0iACTOR IS I.• L4_ICALIIr A: P4,^0 LI A%i NENJ AHICH RFMaN N 70NIACI YCTI: Tilt BU!lU!N(. IC P.LVENr YINO/RAIN � I It 'I" ( '. IF NLN.S AND S!t vL ,PP ILPI �': I':I L' tHT-nl- N5T4... AI J t PuL DR L, f S S l,.� i IsXKTINI."!NLI(:1' kF fIN1zH SHA _ BE LAPLIULLY PLRI L RNCe IN Uh I A WA TIi.,T f INISH +N]UND FAST_Nt RS IS Nul UANAGFU 'U:N:A,K DOLTS' ,_.r+Ew.. OR r SHALL Ill. I Lf I n A,.I. C, (PLPPJNDINI: A I I OH , .rr � _ATtJN_ J. PRODJCT j I6TAL,.AT11'N SHELL •'J'Mf".Y Lhlil INDCATtl IN IHTI D•,ALYIIIG I'. ANY °LILGIN:; AND ZONINc1 RE.,UI,11`10N. 'RCVIDFU Rf THE PJh1 ; tll.1GN AJ,EKf Pf PL11 IS APE'ED TC•. (�I 1 I f PRODU T -A11.1 JN CCCUMENT (P1. ' IIREP:•REE HI H.S tNf -FK GLNCn;C AN' UU NCr P UVNF RL )T A,V C,\ FCR A SITS SPECIFI•^_ RvJil _.. _ WHERE F SITE L COf•'UI L,NS UL IA E JF T r - r , f n r 'r K^. LN LL ICH 1 �LLL-IL.v t JL •'h ial ,..A IJJ H P F t H ' 11 r I 1 S'C 1 I.' E. F'J C E S,TE LUUIY � LJ k .>/'sclY 0. Irl Prt JL b:� U T 17 11 L NJ LI AIL [KJM IHF vN011Wh UL'i AIL f- UN THI CC WIdCN.. LOIv'TRJCTtON .,AI CT`T AT SITE IS TFC U,NTRA(,TCR , RE5 NSIR.I IT+ TP LL..'Oil- RE COid;ID_RFO 1,....D f AI IFRED 8, A;0 rf. NS (Ul "II•- SPc {rl.. Pt,OIECT HA Hf PRFPAR..) HT A ­`)RIGA LNUIrtn"i 'll HI 1 C • rOR 11L r+Kc T ^T n41,^.P V .. t'A'r HF F^; �INkt: CF RP�;n � t J.H. I E. V B a F Ll,..<' ANO WHCI Wad f �t 'P(JN�IHII Kph IHt r'nGPU WL Ur Trl_ 'I, kN2NEER OF Rf C,RI. AC NC aS A OLLLG.%ItD tNCINLLL :] I ill D-r 1' r )k'{aNFFR 9.W1 SI.hMII IG 'H.S IAI L.R IHt.. Slt.. L..fL W ,_ _ L REV LA (Cj I P L L) H/', L UCAi. i v L .,,ETC IND - EAL V4r, 61 ; IA.rl OF T"L I: JfE-i �I11N+L-NGJ!E.f.K :)I �TCCRO '11A' !"7L. AI410 I. I Tr�i; 1. I,11 ) F. ., Ah-' H I'1C• L CIN A !0,-0I_,I l I Ii A( ur J Y::t ♦Ilf J 1 S 6 I FLOE A I U lit L .... AH.: L L•L ) -:_C f0 .I.r r;I_:r,� rlu:•I `. ,,yP+u....."�J7•,.r, , a •'- :'iU^ Li) LL04. 'OD: �{G A•TI 'f''s FLORIDA BUILDING CODE; N,:. H-,c V.Ir: H: 2.. r_ '`JGEN$F'' GPP FABRIC SHUTTER _ SERIES 2000 — N0, 44167 L IL QL' O 114c GLOBAL PROTECTION PRODUCTS, U.C. - i lll[4T TClTAB a [M1aMLiMl,O CO4rwKY --�- 1 a. Tit- ,�:1. .+. _LF\ • +' ...:: �0 , _ �'4'. "--A'�'+Ia'a20 TNP°ADS'L2C :o Pr: H IiCA1 C t., .L. _.1 4,.•..JY. 1:i. _al -- `_.�li�T; � `yE �,:. ;; '�" IY.. -� .. 1'r. : ,HIM Jn �!I ; Yam..-��. �•.�.,� �y� ��', �.M,'T.1�''.Pi..•Ur I'i _ A aHER �f ��p�.�tgl<�$" f :W'YTr'. IPoin`] .� .. :il•UI+,"rA � .. .,. 7 ,-tULti IWO ELCU CGNS'rRIJCTI(3N f4TO('iIICTS PANELMATj* PRO n,ll)I!T 10 ELCO,:(1NSTHUCTIOK PR IS IWAGU(NAi III "OATEU PUL i Cl HYI Ef+E FABRIC: I„Fi� RO I�EU CRUMMF.T _ WI 111'&20 TFIREAL:S f i ul, 1 C 0 FKN2 A0S E2 A '�+(4'0.20 THRE. I ":I' 1,aY' J rlw :n ., s x:fn M1Aw[P rulASJ � C. I 9ost[. t /1' 1• :'::tNILW 9tfF1 (A191 •,luB1) _'.Llnre.'.'a%TPwuxL SL4�. !.. ^ I• Ir MATE°tlIFEhMLFI PRODLA:I 5 fall nl - tr _•-�{1I f � iln•OEICOCONSTRUCI'I(x4 ,-,•__�,,,I? � WI114'0-:0 THREADS } - LI r.. e 1 gr, -',1H'132Jvi I SIDE-, r+(R7 SAI LTV NUT il7')FENDER WASHER ��,.y avra.,. srwtLx+, � , 114`d ELCLi C01v5TRUCTIUN PRGWCTS f'AEINK HO Nls'. w.. fuF.'. 91AM Eliaslttlt ""'�A1:+7M SRdf09TelliOGSIFFII _ Wl 114.0 JTH4EA0.S 114-v,x3J4' ALL POINT SOLID ;ET ANCHOR Nr' 1'4.0 20 THREADS _ u Sof :^: sl- :,CaLE I, -,.P011'.- I C PAt lEp tit FIF GIIFLEx I .4 _DC TS MD - 'CN PRODUCTS ` 318'O El l'C CQNS[Rlh, f I _ ! � o ii _ l i�llu49'20TNiEADS 5. :-UL • - F (;; ALUMINUM 3LEEV_ - - - _. ,.�' _ _ is' •- •5g.ds .tt ,c JY; -K !�i 112'0 Fl "U CONSTRUCTION PRODUCTS PAtIELMAT :SL!NSERT I aTt �1.M J„ );�r_,r, ,r•+E�_... '.t- -' INf il4'1320Tt4REAL8 -- LE WITH STD DETaIt'-- -�,' STUD All M!LL?m.l v'"r ''T'9J18'F'OJUU1 ANCHOR - ;dUd!I ?LLO`.•i _ ,.,,'— W/318'0-20THREADS L. 1/4'0 WI IJ2"AJS1334 SCRIC-.S 6 S, RODWl I } I 1 ;L114'Ck"'"wl�iLryf9u".w "YL.�Ir'd4r! I arey �u i ,r s!oE wad K eu,.l r E - r . t.t::: , aBy' MU63 ,1 „I 3G4`„EPIES .. S. RGG �1 i',I EERrfS la01E95. - .1141 �A A. rl((/9?F' ' FLORIDA BIALGING UODI ,r; . N: 4_'<: n - 'JGEJ:IS4L-'' a _. J GPP FABRIC SHUTTER - SERIES 2000 J 7JL'v WASHEREUUdIJuNUT i Ire"[T LJJASHLRED Vrn N(;NU7 - 'Pll THF:FA7S Z 44167 / L f10• lL EC O IMc__ GLOBAL PROTECTION PRODUCTS. LLC. 4VI v4'070 THREADS tl4.OiU = - _ iT 4 Cr1RY1L�lItG L�L,PMT � I uun: ra•Ft Ps:(:- .-.. ,.. T[fiIMG nm� •a iW"."" :, VA" o •�.R o i 1 I -21 Is :aP, PRODIJCT EYALVATION REPORT NO. 11-1208.07 2.2. TEST REPOICI'S: 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 02/ 17/10, witnessed, signed and sealed by Edmundo Larg espada, P.B. Tensilc test report No. 9IM-865/9KM-l127 by QC: Met.a]lurgical, inc., dated November 30, 2009, signed and sealed by Frank (irate, P.F. Fire Test Report No. 95138.01-106-18 by Architectural Testing Inc, dated 10/15109, signed and sealed by Joseph A. Reed, A.E. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On GPP Fabric Shutlel-Series 2000 fill 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, Ine., dated 09/03/09, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per ASTM F,-1996 corresponding to missile type D (basic protection). +I. WIND LOADS RESISTANCE: GPP Fabric Shutter -Series 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. 11-212. Maximum Anchor Spacing shall be as indicated on sheets 14 and 15 of 15, of Product Evaluation Document (P.E.D.), drawing No. 1 1-212. GPI' 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 thru 12 of 15. of Product Evaluation Ducurnent (P.E,D.), drawing Nil. 11-212. Minimum separation to glass shall be as indicated on sheet 13 of 15, of Product Evaluation t 7 2 11N�►ir�i�i Document (P.I:.D.), drawing No. 1 l-..1 �. I��r '00��� 1 t, DER A. TI�I •-_ �•�'���P�'�,10EN S.. * 9 '•S44 +11 NAL 0 I A 1 u, tl, V4 F u•Pµ vsr' 1, 1 v I rvw I t wE n�tL-iu r a. ) vrn ,e L 'fJrCJ°;C Ru, n e (6 A/5 10/5 I0/6 At/5 f N E Eva E.T HALL MOU T ELEVATION FOR S7UUGCD ANOI E 1 -• F sK ' � FU ANGLC EI EVAr CN _ 6T U. TO POURED TO POURED CONCRETE, — n r R_ UT FILLED BLOCK, HOLLOW BLOCK, _ CONCRETE WALLMOUNTTOPOURFII RE E_ FLOOR TO CEILING MOUNT - F TO POURED CONCItE7F GROUT ILLED .000 OR STEEL SUBSTRATE AT TOP d BOTTOM LOCK GROUZ ILL BLOCfS, 11yW B O� OR tnQD SUB TRATE AT TOP 6 BOTT_ DLit 8L(k".K H(7L( Y �CK OR yyppp SUBBTRF',Y OP BO OM_ >� r , -A 1►/7 ON . 'DDEDANGLE ELEVAII f UR YIU GR OUT. _MOUNT 1 PUUR CON ETE, WALL O EO FILLED Bl OCR, I,OLLOW BLOCK OR WOOp OOR 1 P D NOl L 5lIBuT 2A TE AT TO A T IODE M05NT 70 POL,IIRFD CS NCRETE GROUT FILLED BLOCK. Og.Z+• O�OD SUBSTRATE AT BOTTOM_ SINGLE PANEL ELEVATIONS � II :,:•L I '1P:,'r U , :, ''°I11'v:. A.IH Iv:'"','JypBP4. Tit I„ FLORIDA Ell DING CODE, Nor Hlgn v``rNa.-441.67, _' GPP FABRIC SHUTTER - SERIES 20DO LLC.:a GL OBAL PROTECTION PRWUCiS, cem cGC. I� 3 coo rw r Lrt lt[IIW6 a [KObrCCMNE '-- ,r = VA 3 # Y .::n• a 11 � ,. .n . r.: , - _L — won . c • I r.,-a sr.. -• A Y' r IAA [,w.Y m au 1 xtn! f• 1 �� ) H r_fRiy Y/.PFlr, �nuvi N FoR DIRECT WALL MOUNT 10 POUREDCUNCRETE f Olt L71FL CT rNAI.L A VIJNI I 3R0(IT FILLED &,S%C WOOF) SU, U-Milk r Oi LLOW BLOCK STU �TI,j%ji Al' TOP B EDI II A7 TOP d BOTTOM . �rEF KcvPdr , v h PF �rwls - w T' 44J': BUnOC G�J:g:r1l� fY`9C O er1•Y:aY TO St' a, INcrA.,,,TIGN. SECTIONS A - A 1f'Ak C. 3iP =l ,0 r'• 1 __ i � yf„p4iur: 1°ll w104r MS"F l i Nr r Y,INuf / u i, I EMI': I c }} l I I , �raGlun v:rK r:lwnpcinl ,rn, r.,,YPrsrFc";u l.) ail .,r VrTu rrrut nCatMn �' �W aC nU�'s 1' nn ,•..L .I rwLa; Iq r-nr nlRll^I WAl11AUUF.T TO F�DRECT WAO MW T l SLIBS T�IE'U SUd B- Ii. AST 1 f,P 8 f1f)" SECTIONS A' - A' p.TIL(/ly*� FLORIDA Stilt DING CODE ;N.•: Hig V L,„ HLn.Alll 211111 JGENSF".,• n, " L .::n ": GPP FABRIC SHUTTER -SERIES 2000 yWn P. 00.44167 L' * / dL EC O FMc.L GLOBAL PROTECTION PRODUCTS. LLC- TILL amo a urirliin.w own. M 11-21 2 F.. u I I I 'Il n. s•ec ' n t FUR 4 I' WALL MOIJNT TO TIDCED PJ-G E AL S RAT A OP L__q_,LB T E TT STUDDED ANGLE FLDJR MOUNT T6 WOU SUBSTRATE AT BOTTOM 11140DII(:'1' b:VALIJA77ON REPOWU NO. 11-12118.07 3 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets I, 2 and 3 of 15, of Product Evaluation Document (P.E.D.), drawing No. 1 1-212. Anchor specifications shall be as indicated on sheets 2, 14 and 15 (11' 15, of Product Evaluation Document (P.E.D.), drawing No. 11 2 12. 7. LIMITATIONS AND CON DITIONS OF USE: 7.1. Shall he 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. 11-212preparcd by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not he installed within 1-1161-1 VELOCITY HURRICANE ZONFRS 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 Liccuse No. 44167), President of Tilteco, Inc. (Florida EB-0006719). e(OJAI �-�t�R A. EN 441 w�,a�: •,Stall: Of� '-_ :;Q ,`� - - ---- Fs' 60RID.. �4�'1�r` \ 7QNA L�VO 0" 1 r ' 1 : ul FO ' i_I ANUI�-'WI•Ll_f�0UIy 1 70 UR �U OT•1CR T' IFI F- FF-�0 yt�, T P HOLLOW U TI-SA BLOCK S CBB $ T0T1O p[,l1RED l )l1N ST31i ANOIEf_6 HMI. CONCRETE GROUT' FILLED BLOCY"K H01_L.OW, BLOCK 5l1BSYRAI'E AY BOTTOM Rr t :h tC I r`I r�icawln•� • •», �,.'t�' �n town .'': MC JNT aN� E L r FOR ° uDUEO WAL T c Toc TT Pd 071lOM TEEL S UBSTRATE A O SECTION E - E SECTIONS D D- r .al Zia -• ,'f,,,pP.ui" 1' FLORIDA Bun. DING ccoe : N ,.. H.,I' V. z a�Y •.•�C .....f r _-- GPPFABRICSHUTTER -- SERIES 2000 °,/ b, o,. No. 44167 * / IL_1=.0 O tMc.� GLOBAL PROTECTION PRODUCTS, LLC. aIr ,�•,Icl. 'x v .r.El: u. * Thin Tcnwo . L,nrwccRna cmLPun .J a 1I- 2 lOR pFrIWIIIt 1: .t� s L N0.l .n6II .L ,Ns1-1r.ua v' .. k '-J �'�:�. •,tl 1 U-IFfdin '�N�' FJnfMI,»t rT r y 11. alp ExiQb,1N . zitLm / w s4rl a -rtu. 0 ,. t., i .11 r: _ I � - I Ef �. r 1NVt1 w.:1n 1•M I I , I , ' CI u I nR' CrtueY n ! fa : JU Rv{i ,,, a VwrfJK. J.. ..'r(F. C r. •� .. Iv:t.nn y.td,t nCGL .-,�_! _: _ _. I:CL i.rt(. Y l� HGL.lV �I 'CNr I[ 1 �^.•h C.WL „%, 'RHVEHSE.D , ':LI: :n:uEDraE E'- FOR REygj S�&Q•BTUDDEDAKKAI I` F EL'V C On SnEtr '�) FL0017 TO CEILING MOUNT ELEVATION FOR RF VERSA". STU ANu^..FLOOR TO CEILING MOUNT - !-i?F;RFVERSF. D SI UDIJF' a1J ,%• WALL_O•IT OR 'VFRSED ]TUUGLDANGLF E__j1G_..�.__._._..—�- TO POUFiLQCONCE - L:(' RRE.JLR LD `cTUMiED A,-�C+Lt TO POURED CONCRLTE. - GRUU'1'FN.LED BLOCK (7ft STUDDEDAN(iLE 7Q, f'�_VRE�CONGRETE. V}IALL MOUNT TO VA70U 541BSifjATE AT TOP 880TTOM fZRQ )T'r�"LL_cD�LOCK FI OOR TO CEI IMOUP4T T D FLIBS?RATE 110LI.41L'rL14 „OC:K 9U6.9TRn1E WAI MOUNT C3ROUi LLCUIu:,ctf. HOLLQIj'/P,!.OQK 3UBBTRA(E _ A TOP d t1OTTOM Af TOP fl BOTTOM '10 POURED COtJCRtTEBVRF __JD COtJCRI:TE. H_O�•WW BLOCK CNt___ Lu JAL L7 MULTI d-�C1fTOM -I----_-'.--- GROUTFILI_EDBLCCK. �I1BST12AT- i!OI IU_J <1W a:K OR AI TOP d DO T1 �RI WOOD SECTIONS F - F SECTIONS F' - P AT TOP d BOTTOM "I' T;a = A SINGLE PANEL (REVERSED) ELEVATIONS SctF I/2'= I' _ NOTE FOR GOMFf114ATION OF 4Li; � DIIS IF'' 14 TOP AND BOTTOM MOU!:TINGS CAN bL CLIMB .ED t ' ^.1 ••F- .: �ir. I.I IT ANY WAV TO SUIT ANY IN9IP.ILATION FLORIDA BL1LJ,^+C. COC.E : N: r. H H = GPP FABFUC SHUTTER - SERIES 20M No. 44167 PRODUCTS, L.W. 4161 _ IL EC O LAC \ cLOBA.L raoTECTION PR �. _-oul,Lrrs' R WT T[�14q Y sNRw411NY 11 -21 Rilkl '--- U z Q U LL - m 1 0 W 0 Q 0 Q W F Q Z ZLU —� W �UO-1 ❑ ❑ ❑ U Z � o w - W V / WLij W O 0 I_ Tz J r ^ V Z y _J Q Q c) Z J W � 0 coW M� 7 Z V LU C W 00 Z O O � C 0 LL r � V N � 170 F-- W V Q Q Z N �Z Z 0 Z c� ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET N603 PRODUCT APPROVAL BILL OF MATERIALS ITEM No DESCWI 1ION 3-PLY FABRIC: MADE FROM HIGH DENSITY POLYETHYLENE TAPES. COATED ON (2) SIDES _ WITH LOW BE POLYETHYLENE AND LAMINATED TOGETHER WITH 13) LOW DENSITY _ POLYETHYLENE. PER FABRENE INC MODEL X719NINI W/ 3 ar-3.25' HEIv1ME0 EDGES AT TOP 8 BOTTOM ENDS. PER DETAIL X ON 1 tilS SHEET ( IS ALWAYS ONE ENTIRE PIECE, EXCEPT WHERE OVERLAPS ARE ALLOWED _ __ ROLLED RIM GROMMET (RRGR"2/45-0L1W2) WITH SPUR WASHER (RRG82145-(M2 ) �L�) HEAVY-DUTY BRASS W/ V E 0 IN RESPECT TO FABRIC __ .. _ - - ) 114.0-200 10 SIDEWALK BOLT (AISI 304 SERIES STAINLESS STEEL) 1 FENDER WASHER (AISI 304 SERIES STAINLESS STEEL) (C ) SAFETY NUT WI 114.0-20 THREADS lAIS1304 SERIES STAINLESS STELI - - - - I F) 1 1/Ik1 i1ritI83' EXTRUDED 6U63-TSALUMINUM All OY ANGLE Wl STUDS fp 8- o c - `. . _-- -- - - ... - I Q " ALUMINUM SLEEVE (W&'ja T5 ALUMINUM ALLOY) _ _____ ...-- ._ _ ` H> 7,9Y7X331132" WASHERED VWINGDlUf Vl11/.,"0-20 THREADS (ZAMAC NICKEL PLATED) _ ._. _.. _ _._... -_-__._._- `- 1118'0x331132"WASHERED VVINGNUT WI 114'0-20 TFIREADS(iAMAC NICKEL PLATED) II I) 114"0 ELCO CONSTRUCTION PRODUCTS UL TRACON ANCHOR -- `l� 511tr0 ELCO CONSTRUCTION PRODUCTS ULTRACON ANCHOR - , 5H(rO ELCO CONSTRUCTION PRODUCTS ULTRACON ANCHOR 1,W1'THREADED PENETRA_TIO_N __ -` EJI18'O ELCO CONSTRUCTION PRODUCT S UL TRAGON ANCHOR ( ,`9 W12"THREADED PENETRATION __, _ _ ... .-__ ._- __ . ..- 11) 114.0 ELCO CONSTRUCTION PRODUCTS PANELMAT Eg PRO WI 114'0-20 THREADS I 114'0 EI.CO CONSTRUCTION PRODUCTS PANELNLITE 'i FEMALE O W/ 114-0-20 THREADS i114'0X314' ALL POINT SODUI SET AI4CHOR W I/4'01207HREADS I 1) 10 0 ELCO CONSTRUCTION PRODUCTS PANELMATE ,N L INSERT W11/4"0- THREADS .. -- - -. ._..__ . __ _ - (` ) 114'0 20 r.1 1 YL' AISI 304 SERIES SS, ROD WI 114.0-20 THREADS .. -.. - __. -I...._ •'. �!) Im 11,20 0' AISI 'Ill SERIES S,S ROD W 1/4"41-LD THREADS - _-_- 5AG'O ELCO CONSTRUCTION PRODUCTS HAktGERMATE6 :, W/114'0-2DTHREFD5/EZGX:5 ANCHOR GIMLETPOINT) CARBON STEEL (AISI C101321) CASE HARDENED AND TEMPERED V410.10 ELCO CONSTRUCTION PRODUCTS HE!•JGERMATEA R4 ) NJI IM-0-20 THREADS III ANCHOR SELF -DRILLING POINT) - CARBON STFEL (AISI C OD 1) CASE HARDENED AND I EMPCR=U _ ',;a'p ELCO CONSTRUCTI^N PRODUCTS F7,6-I OK HD IV! I/4 0.20 1 HR.`, EAD I '.so ELCJ CONSTRLICPON PRODUCTS MODIFIED CONFLEF Oil 1/4'L7N)THREAUS I l tr2'P)zt 9f1S' POWER ANCHOR vW 310"P-20 THREADS w'8"0.20x1 1,7SIDE VVALK BOI.T,AISI 3U4 SERIES ST:•_'.LLS3 ST Lt 1 ) -)I_ 11, I ,i,)w'I!',; s .. ' ` IIIi I I 11 :.'FSC' C. D. _ . L. : 0,,,' , S I5J' 2 rrr," HFId N1E:) ECi:iS 1__�i It I Ti '.)NF QCI r 1CIILJ . AT ,:JI)"-I 00. I I_/ (FROM io of HEM) t -. zI) _. * 7KD" 'l DUO" L _ - ,___ -1 -.. I EXTERIOR _ `) . i A 1 I - TYPICAL HEMMED EDGE FABRIC DETAIL X SCALE: 3,/4' -1' * TWO ROWS STITCHING SHALL CONSIST OF SIX LOCK STITCHES PER INCH WITII 12/4 POI'Y'ESfFR THREADS, TWISTED TOGETHER WITH 1_% LUBRICATION & SIL.ICONL PFR ASTM 0-6193. u1. v ,2' L. Nix P ve 1 11 r; PM i t'u su4.ylAt Q1 ON SNCCf I') the ..�I 'I -_- ii ,lo 1- 1 PANk. I [ SF M .U_U k, i2• INTERIOR I.I ,3) N;.I SEPeA.TKN L . S EcOuL TT ) - , I tSFr SCrLOUIJi f2 _ OpFALM -.___L_ ' S . h 1. 1 ON Srli'-T I'.1 1 'nlwe Z., - - - _ ' D I A ;R AGED 1JI 1 �( ; LtEr 15) _,11 IN,r 11 Kr.l:1 1,-._ (9rr 9 fl LL ,1 -. I11 ,, A� �- t':; •NI s,TE, 13) .. J1EL, '!) OY s"E 31 I L �..I.e , ._. ---- A - -- aN ,n rr n� t'- col (n, {n) ELEVATION FOR DIRECT WALL MOUNT TO SECTION �_ It POURED CONCRETE,GROUT FILLED BLOCK, -- HOLLOW BLOCK OR WOOD SUBSTRATE AT TOP &BOTTOM a r�_11, illl '+ I .v.Low ... Amt I i !_ I L- II 'd ' • N 'I JJtt :. ,. )N(-I) JxLNL21*0 (�, att w.nn v¢r r I _, na w IH - I j FOR DIRECT WAIL. MOUNT TO POURED 1_r� s CONCRETE GROUT FILLED BLOCK OR L. s" fx113UDR °" ram' I " zJ an + ( a HOLLOW BLOCK SUBSTRATE ,aA1F PIco II. 1 SECTIONS I - I AT TOP & BOTTOM U� ��� I11 I -. t - III, .S.INO i1Lti1 Typ) ° (AT' q,y(7w_w11l FABRIC) PANEL FOR DOORS W/ II,,1 (i �laf c FLOR DA EUILOING CODE MnT. High Veluc lrl H 1r Jnr. Z1 "< SAFETY PA FOR DIRECT WALL MOUNT TO WOOD Lc /I.O. OVERLAPPED MULTIPLE PANELS SUBSTRATEAT TOP &BOTTOM ✓ -- c r 111I rt. v,c. GPP FABRIC SHUTTER - SERIES 2000 a. a, SCALE 1!2" I'-�" ;. :-'J,GENS�E-•'.•� - ,.,,.I�,,,,1.-\ ,vD1/,I - CTS U.C. /MIL EC 9 PRODUCTS, AE f ASP is SnA1: rI:TIHF,Y '::ivFP ''•iL Ch_Jlr:t; w1i.Tr, _ _ _ - , N0. 44167 v IkL. GLOBAL R r G PROTECTION - s•Ia1e e0 S' A„Y I I OF TIONS: •INd COW MBINA 01 SEC T I • ENa1NFI NOTE FOR cO T ILuI EST N, '131r1. c�- OEF _ __ T OL N . I IH � a_ 11 G 1 2 2 :aft i OF 0 C 1 .b.l hr� + Fa 'esi;� 9 .41 A1, -�. 1119 TS... 1 x Y4W ND M F r>tN f T efN.. TA F u 1No3cweEcaA S TEO f � P OM MO N � n Is9a c �T Afi0 H017 a mad t I 0 w w ANY WAY TO BUTT ANYINSrMlAT1ON - '9 1 tw-dY16T 19 A' V O,c: F� UAIQ� .',It1�' .11 Y A. .1J, .. ° """ srdn D or SCHEDULE # 1 MAXIMUM A.S.D. DESIGN PRESSURE RATING CORRESPONDING MAXIMUM PANEL SPAN -& MAXIMUM & MINIMUM PANEL WIDTH FOR OVERLAPPED FOR SINGLE PANELS MULTIPLE PANELS IMPACT MAXIMUM MAXIMUM RESISTANCE A.S.D. DESIGN PRESSURE PANEL MISSILETYPE &SPEED MAXIMUM& APPLICABLE TO MAXIMUM & APPLICABLE TO RATING SPAN (h•) MINIMUM SECTIONS &ANY PANEL WIDTH SECTIONS &ANY A (P ST) PANEL WIDTH COMBINATION OF (it,) COMBINATION (ft.) THEM - OF THEM MAX. ' MIN. VAX. MIN. ___._---__ 60.00 OR LESS 12I-7" 12'-0"t 2'-4" D- E &F -F D-D+c-�&F r 12'-OHt 2'.41" G-f� _ I --- -"- 75.00 OR LESS --- 8 ' 7 " - --- 12' 0" t - 1' ' 0" A A A' A' li - B, D - D, 12' - 0" t T - 4" G - G & I -1 TYPE D 50 fUsa�c. E -E, F' -F&M -M __ 75.00 OR LESS I - 6 ' - 7 " I __1 12--i 2'-4" I --- K - K T_- ______ 1) LL 4 Ur AO1 MC .AF_EF,n,vur, 4 AS DEFINED 8Y SEC TION WITHIN WIN D ZONE oros TALIATI '-S" FOR INS 1' USE MAXIMUM PANEL WIDTH OF 9 SCHEDULE # 2 * PER ASTM E 1996 STANDARD W7 A BASIC WIND SPEED IN EXCESS OF 175 M.P H MINIMUM SEPARATION TO GLASS FOR SINGLE & OVERLAPPED MULTIPLE PANEL REQUIRED MIN. MAXIMUM SEPARATION TO A.S.D. DESIGN MAXIMUM GLASS MEASURED TO PRESSURE PANEL BACK OF FABRIC (in) SPAN -_-..-- • IND RATING (ft-) (ps.f) WIND ZONES ZONE 1 THRU 3 4 IF S 60.0 OR LE. S 12'-7" 1",1 - 34v2" _ 28 5 18 1, 15 3/8 " 11 75 0 OR LESS 8 ' 1 I. .'1 - _-_ __ 1" .1 75.0 OR LESS__ -7 6 ' - 7 ' c - 1!4 - EDUCED TO d T GLASS MAY EIC R SEPA RATION O ! 9 MINIMUM I ONLY FOR INSTALLATION W/ W0- PANEL SPAN AND FOR I INSTALLATION INTO WOOD FRAME SUILDING. L-_ ._,. I,III'•J:itl A. r P I „h \ BUILDING CODE / Nr. n Ht r H..n,c One Zcne. FLORIDAA BUILUIN F Lown - I GPP FABRIC SHUTTER 204D - SERIES 44. AA. / A A h .1 NAG NSF .. ': a:111 nm-,' _ - / '4 ;;;� 1 r: NO. 44167 `�. �C C� INTO.-� GLOBAL PROTECTION PRODUCTS. LLC. * X ntAn • Er101HL1 pN0 ANY 31 .,I( o L a 1. ii-z1z ,. xa ... Sl ATE ^ - . Jlbl n1,- lw A,,1 « ,wK.1r N %\ ' `FOR OP, �wt�•AY - ,: Tot ca•. "1nF,1-- 6 9 - A/ 9F[, 13 nr �' fw' 7s+� i,LLu .n `_ n - ....,...rxr''II --.,---.------ ____ . - . ... ' r.arha ,Bv ITN 1 _-, _,_______ - C�0. rt.- If. Ie ' .ACvT Ea .n:vI 0. _._ _ 1DLLIM N1rI PIO'n _' 7. -1 i- 1 ,,. - ,I'll I,.' 1. a1 v01 - lnl t r -:41L I (tl� 11, ;,_J� : � G O ­11.. w. - I MAx. -1.1 I— _V., I' uIF MV. Sum TIN Yu•.'<M a ,Iw 0) ' ;2L R.' "" 11 11 'I IEEE >r I>A.L IE - - a RI ILI 131 OK e.' 13) '" _ Ta "I -- peE ttraIN p j IL aA INer ,j ' I1I� -'(�TI 1 1I . p I I._..r. AI, u i1,N1 _ L(s¢ o II ,k -©. 1 st.,cuaE I>,..tf; W aHEEI u) -16 '.. ... 11; . -. a A,.t1 i._ "I ,nu:1, Iwn,x - .I _- �- (SEE 9(Mal 1A � Dx 1") VIEJD Fi)R STUDDED ANGLE WALL MOUNT TO POURED CONCRETE ORE— FILLEp�J,ok'• ,OR. FOR STUDDED ANGLE MOUNT TO LOW BLOCK SU@S RT p 7t ALT. TOP 8 BOTTOM WOOD SUBSTRATE AT TOP A BOTTOM-!Ol SECTIONS B - B _.. F ,',<s -I - 4EII, IUNUE SIGIULS `,TVM;..AN PF:l,WIYLUI:J N A A1jA,, f AA Y TI, 5UIT ANY wbfALLAICFI 0 `11 i w Fit -- ---- -- --1 I J 15 i iT 2•.- ; IMo,MM (I,pl AI", M. 1'-(- 96P3AA.r 03 "a Sn!:M: 11-.- b-EEr ,.I ,N n SAFETY SINGLE PANEL FOR SINGLE HUNG WINDOWS SCA1..F 1/2'- I'-O" A rAU1:IC SHALL EN'IRi;LY (',OJnr: THE OPENING WIDTH WITH NO NFFO Or OVERLAPPING BEYOND IT MIN SEYA 10, To cuss iSEE W;WEOULL 1: ON SHEET 0) OYxLM DETAIL I C, _ -' DIASS I I w' ,I t17 11 III t-. 11 1 A4 LLII ,I U „Lt.T V I ," ) 1wt w'H.,,,. IE ' ...- .. -1 - I'wof 1. ',D,:aLII I. lJ nw1. , rPINn11A Ix •. ;..uCa nFSM' cr .J, -LC I Fi, - � • •1 , _. ._ V It11. DM OrLL{• 11 LI"l::' To rM ICI Y DA f0 ,IN AraN . IJ_.. .., (F, - l I yy5"_' 1 1 I N.. p ,a LVJ I.'I"TO 4»et,1L @ PM,EL 4,M5I pEE 11 ' (StA, u,1e0v,F P a sIm 1A ,I ryL f,A'AUIL II N1p1 11 '1 m aLn 13)a. • w11 J ah - O'I, I2 ^IMOA ­e I Ea .- . r�emll a B U��;� 11� ado I,+G"-' - -o sn -. _ _. _._ -- _ _ . _ - CJ). , - _ - »; 9Aa r., , (� 1-.I- I CA 1 /. 1m Srt 1 UDLET I+ :rh irt1 1r1 I,NLON .oa. ILO L tr sa ..-' a I, .flw i FOR :iTUUUF.n F.NOLE ELL?UH,-I_O CEII ING IIAU', :1JT FOR STUDDED ANGLE FL041:,-[Q). _11JVQ M_( TO POURED CONCRETE, GROUT FILLF.p @LOCK OR 75 WOOD SUBSTRATE AI TOP 8 BOTTOM Ht2LLOW BLOCK $MTSTRATC AT TQP B, @OTTUM SECTIONS C - C SCALE :/d- I_ ..",.......Ir,ny- PA rl FL.ORIDABUILDING CODE iNcn NI h Veiocey Hi cane Zone •-'•'tF- �. L.O./AA '�..w'• ✓ JGENSF '. ht Call T..Tfr.D 111c. GPP FABRIC SHUTTER - SERIES 2000 .P , a, NO. 4416-1 '' � _"` LILIEC O INc. GLOrsAL PROTECTION PRODUCTS, UC. }r�l/11 „ `* : * nwT TLLITNO • cic Nill 00MPANY {aria SA St 1m:LT STATE O - 11 [n ^ ,, r••• '.w, I "-,.I D .' 1 !tf InG:E: 19N)a•4 1 K (V1)F I]J,- 11-212 tnl,l OE r �Il { Do,_I I L �.' 7 (AI I,III I oRA. K." - 0 GtAsl: (SEE S• HLV,IC 11 - (WALAIL '', nN I've, 3) DETAIL • I i NAY wwrt SNAN i lstf SCMT"IF IF nN i'to U) (A_) F 19I I: 9nftT ;F ' --60 ..,. L-.. -- - - .I INTERIORi L) �} I.A ) OVERLAP DETAIL SCALE 5,16' I r _J iel, n ca1cA-1E C-) m acx.1 „n- ' !-�� ,roll ,_ M,111N' OLCCn AEA'L, . In4 .F� NOm _ II I : ..HJ 1. - t,T­� ' - - 1 , I �i I ET0,p, FOR DIRECT WALL MOUN1 TO .,. 11 POURED CONCRETE GROUT SA4 x11 DN "I' 1. ) FILLED BLOCK OR HOLLOW BLOCK FOR DIRECT WALL. MOU14T TO SUBSTRATE AT TOP & BOTTOM WOOD SUBSTRATE "'I..r r•,I ,,PL, P, FLORIDA BUILDING CODE ^,,n Hlyr Ve,I.Lit, Hurriconc Z- - AT TOP & BOTTOM SECTIVNS K - K I.,'I' =� dm , ruaa, HIc. GPP FABRIC SHUTTER - SERIES 2000 o1l n, SCALE }/F .-, AA 1 P ,•••' Q .. JGENSF' •.. 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SECTION H - H 01: snEET F•, C: - ,:POUT IRILD BLOCK---•---�'I'-''r--' i 1 OR I DLLOW BLOCK Rro':) -' a / `'�''[ S/ `� - T_- _r (^,I w'(`1) :%- 1 I! `(Elj ANi'HUx9 ___ a,iN11' .4' W1X)I, I i5LE .;CMtDIILi L''1A C.�-,-'i .-"-....-.�1h� r,_•il N,qU 1, _ ,I , .,. (NI .1rtl ip) A ""° FOR DIRECT SAL[_ MOUNT TO POURED 11WL .11, (E1P OAc Sc1 ED,E P1 .,(H., FOR DIRECT WALL MOUNT TO CONCRETE. GROUT FILL EU BLOCK OR . 'el 1 111 11 .I - "a', " 1 L _,ir wllcnmE 11 .1 WOOD SUBSTRATE HOLLOW BLOCK SUBSTRATE :M Wel I3; aN 514R 131 EXTERIOR AT TOP & BOTTOM SEUI ONS G - G AT TOP & BOTTOM PLAN (AT GV;d�'(/S FLORiOABUILAINCCODC-'Nun 11Lj11 Veirrd.': H�, -:1 Z LYsCIl I�,,� IF 01 n,rcco IH' GPP FABRIC SHUTTER -SERIES 2000 `„ �� P, OVERLAPPED MULTIPLE PANELS a y� : ''JGENSF'''-:7 = SCltF ' /, NOTE tUR COFEBIN ATK3N OI SECToNN: ` zrG _No.44167 T� [ C O EMc.vLOBAI PROTECTION PRODUCTS. LLD. DTE TOP AND BOT TOM MoISITINGS CAN BE OOMBINED IN * WT IEYTINO • [NWNJJdMG OO.4PANT +a`LA1�ti_wr 3' SIPLC, 11-212 TH w'1 wu_ THE < L+ .. raERr. '1A ,. ,' f.' T LR vT IT ANYINSTALLA7KNi. _, 9 es'.'-: r, ' - STATE Uf :'� «. , aH. v, r, ANY WA To - .� MIH 4:• 'J.LT ')I C:•ERLAPP11111 If3'1)N� T _.----..-.__ _ ----- . 9 ` f P,-'ate { J �i` �-.�•• '1 „-T"1____ _O'�A.:,, ,-.L-.t O .>off.t`1 TALI 1.....-,_-=�-_-S i snEErN, -or 1s � ' ,, GEP 'Y MinSalIEr vIE TO ELA]E - O NNI EF`RITION 1 4E :PAN - SECTIONS M M "" ....I I •-B"1M1- F - - - - - E\1. O�.L1 O p _-.- IA Rou.w ;:C.*,1wA.fC. 'Ot,IIT I14lL' 8_OUr DN Nt o. Inorx NLO'O I I � I,n. al`M.TION 10 .IA]s L, 1'. G „U EFfTZTNE 'ML SP114 . OIA4s" ,I ,b E SCMDULE 12 ON SHEET U) II E.IhL PrALL il__- SH-M rxl ." __� I Vs (SCE ;!MEDAL£ /2 ON SHECT 1J) : _.._______-_._ I MI1 `f L -..._. 9 11/D' , J o' _ _.Ill, O,FJT .. - - r- (T7P1 `M ], 011 .' 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A. 1 I I I- ' 10 I... _-,-. .._ - - - , J cE'� l N r 11 !r ELEVATION FOR DIREC T WALL MOU�1i TO PCLJT_D "T `- CONCREiEGROUTFNIEDBLOCKCRHOLLOWBlOCK SUBSTRATE ATTOP& BOTTOM roJNED w.I ETE. 4NIT I-M 8.11(N :. ,nq- I'OLLOA Ill PCVD III"'p P TIL(�T✓-_ FLORIDA BUILDING CODE (Nnn Hlgf, V; ,,ut No- -onc Zinc• I III,I�IP ..' J..., - eon1l mrcco INc. GPP FABRIC SHUTTER - SERIES 2000 aC M�- • ,: ---- /u No.44167- * EC O_tRE� UCTS LE C.* GLOBAL PROTECTION PROD L -, i p TA Of- {Tf : w __w,EI MNYT aTINO • ENW NrERFNU DWI� TILL,T E♦ w .., 1 3112 . AYa-,S �c toa= rt ftORl`? oC,:,A.c.,,.0 N'O -f..,-. .. -. `�� J)', e e' .. r N 1., r L - V IS i 3L MAXIMUM TWO E-LCO PANELMATE PRO 114"" ELCO FEMALE ID PANFLMATT. M An u APPucAIxLE To ASO 1._ - ___ ___ , .NU - -- ._ J PANEL 'i SECTIONS ANY c uNc a DESIGN IU CVKIEElE rL rwKLcc .. onl TO WOOD I 1 L. gKa,ADN 'Ur1.X1 't TO WOOD I 5FAN atow lluomu CAMBINATJON OF O PRESSURE 1 1 "ll Fa 1 FT A•A•r. F;Don 1 wm,4RL00 - I (ft) W, Nail Rr Yn W M94 READ WIFIN liT<J1)- THEM RATING(psi) W M,N W NIN itl r,:-3350 PA,. I rm-2071 Pet I G-055 7..Pbodmant I114-."'4 1 1776' ThAa,, Pen.l fA IOWP.s1. fm-2071P.I 0-0.55 131P.mb'd,INn1 11,4•.I.b.d .dt 17/1r INAea NImI iir E. 4' ,O 2 7/T E$ T O T;�,E.P.__. --_-'__ J0.00 �'LL� e-41r2• 7' , 6it2' WA _-- 7' I __ _ I _-- 30. ED-45.00 _-_ .. _ 45DO - W.OD . J7.50 ��HSS 37 50 25 __-__ 8L2' NIA 5' .- _ -_..__ - -- ______ ..- 51/2 - _ NIA 4112 • S' .. WA 3112' WA 1 WA 2 112' r _. WA NIA 2 112 " _ 5' WA D' 12' 7' .._.... _. 4' __NIA-- __- -_ 4 1(2 • I -_ __mil--._ WA fN1A ', _ i WA NIA ' I I tl T " __---_-_._-Do N'A NA :: 1 ... 1, (I .. - __ •I K N I -_ ._ _.. _ , -- MAXIMUM 1/4's ALL POINT SOLID -SET 1 FYs ELCO PANELMATE'L' INSERT AS 0. MAXIMUM APPLICABLE 10 DESIGN PRESSURE PANEL SPAN SECTIONSS ANTI COMB INATIOH O E' IU(%XI121ETE iJ HOLtCN 1:0,"YI(MII'R LEO -r 7,),. �tN;RL1E l r ^' N DCK T-N(XLLWA _ B C(: P d-CX31 _ - _ �) THEM RATING WIMN FI OU 'Y MN PPTO WIMIN REUD W' MN REQD wlNry 1H 1f1) (Ps0 To-30IDP.1 fm taOO p.LI fo•2011 P..J rm 2674 p.s.1. fm-tM4P.sl 7/0 .mb.d1l11.dI 7$'.19.d11wrlt 1510'.mbad-nl 1 u4 entimri D3 I U4"smbsdll.nt _, . . 7E0 �'ED __4,ED _ _317ET) 3 rj'E.0 __•.,,,,. _ a I e -- 3000 g7LEss a- a a - 30.00.4000 8• 4112' 7' 61:2' __ 5112• 12' 7 11 ,� 45.00•6000 5' 3112• 51/2' I a12-__- 4IY1' -Y..-.- _____ 37,50 IXELESS 4 1,2 • 3112. 8' �- 4 12' _ 4 72 • 37.50 .56.25 3 W' NA 31:2' :._ _-_-3 _ 3 V7' B' / I I 58.25 • 7500 - _ ] ... NIA - 31R • i- NIA 0 M P U2'sKWER CALK -IN 3/8's ELCO MODIFIED CONFLE.X 5116'0 ELCO HANGERMATE ANCHOR --.. - MNXIMUM APG, I;:AuG MAXIMUM AS➢. TO(IL)UT TO HOLLOW 101.0.IOW 10:1IX LOW PANEL SEcrION9A DESIGN C. IC JIfCRETE fa IFDB O(:r BLOCK "i,COVCREIE 0.0CK TJ UxN:i4.TE 1 O100'. sP,w A:v PRESSURE RATING IP. f3 Yb MN1 R-01 Y11 MIN PEG0 (fl.) cr.'MrN--', F -, t N/MN Rt:20 'id(MIN Rt ti, 11YMa1 0.'1A. W 4N• 1tEJU ! W! MN Al r'.1 Nvs� hn.7MOP, hn x,re Ic•:.N,I,1, I Ir-1A'2D t, % IMP., I I1n-lbw.:s1 2 If?.dk4f,,H.1 I,,4' aTGa'.t-1,: , 1/7 .qxw d 2'wit'dl.UA II IN' It' uAbu.I • 11". FVL•N'MPII 1 IiL'Inlbea W J tIJ'ED rFD iI:'EIl '- 6L 1 31F L11 ��_. N't ll s'ED - 3000 ORLESS 8" B,; ' 41:2' 8 5 2 8 1 WA _�__. "L 7 A 3000 - 45.00 A' 4112' 3112' - _. ,.__ 4 ' 2 1 [ a, I -"2' .. _ a" 5 1'? 8' 5' -- - 12 - /' I:-:. -... - - 4600 BOOB ---- 0' s7 sD GN:ESS 9' 77R' 3' 0 v2' NA --- 37.50 5825 -- A' _ _ A' - 2 2 1a_• 2 to _ 27R•.._ N,A - 5 -A 5' __ W'A _. _. ---6 '_ .._N'A-. E.-7• I., 5028. 76.00 WA- WA NOTE EMBEDMENT AND EDGE DISTANCE ARE -- FINISH ATERIAL. N ANY F NI H M EEYO D A. TIC(/ �'__ "'If..". � % _ 1 - FLOPoOA OUIIDI NG CODE N- H;,;, V l .• �.'' 2000 - 1 r ,•, I E,. 1.1. ER SERIES P FABRIC SHUTTER ' NO, 44167 ': IL EcoEM _ GLOBAL PR01'I CTION PkODUCT3, U.C. S�cr:" I -.- ! *! * . - PANTY Leco s w s ':,vsrT 'i,J F -o '• S51 4 1 NB • 4101NQIIIf4a OOM 1! L,1E i 1 1'-21 2 'w F�ORIOP: ` w a ut. osvv ,w1. r 9O• bb4- l.. N -- ". CN wA: n =. --e v,.. �a1YLZrI.I Y: n,' A T,Jr .I. ""•' SHrrr I] K •1 U z Q 0 0 U I - J J m 0 Cam'`/ Lu QUO-' 0 ❑ El El U Z ()� i o a- W W W �o 0 0' 0 z z (if J 0 Z U) J J Q o U - J_ - � W (1 0 co Z 0 L IJ w 0 00 z O o 0 L.L (DN ob m I I- w CD O z >_ 0 i- Z Q O z 0Z U ISSUE DATE AUGUST 2008 REVISION DATE 3-7-20 12 SHEET I I M4 PRODUCT APPROVAL