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HomeMy WebLinkAbout3607 Shady Bluff Lp Lot 110REVIEW DA `E FED 1 9 2014 CITY O E R LL � , PLANS -XA. { TI nL��� ��L'�' '; ITT, AL:� L ct pL�vti `I'ti Ss �`EVAiI L c corj,: '..'_r C;`�Y Or ,FFIi`r�'.Ii,IJS TAMPA CIVIL DESIGN 5289 EHRUCH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70656 I HEREBY CERTIFY THAT ► HAVE REVIEWED THE ATTACHED DESIGN. AND FlND IT 70 BE IN COMPLIANCE MITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE. RESIDENWAL 7HIE ENGINEER HAS NOT REVIEMED WW—ENGINEERED TRUSS MANUF. QWWT TO DEMMUNE ANY LOAD G CO V77ONS AND RESERVES RIGHT TIT MAKE ANY CHANGES ►� 7RUSS LOAD INFORMA7101N IS SUPPLIED 7n THE ENGINEER �r it C/) O O cu U O m L Q� (n O cu O O J J O Z - z Q J . U z z p U >- z 0 CL m�QLLpvd W<QQ-ww �z T Q mw z U-) IL Co❑❑❑❑❑ U z � w w 0 L0 W C� Rj V r- J J Z (� o � -j Z QZ0 m OW �CD 00 O N m m � w 00 0 � o z � og c� z z ISSUE DATE AUGUST 01, 2008 REVISION DATE 08122108 REV MEMO 03125113 REV MEMO SHEET cs CO SHEET -f - - ;1- SEALED FOR STRUCTURE ONL Y /1" FILLER ,.--3" FILLER 3'-5" L 2'-3" 2'-6" 2'-0" 2'-0" 1 1" FILLER 3 FILLER KITCHEN A VANITY HEAD i LIGHTS v 3" FILLER -0" 2'-6" 4'-0" 2'-0" T-T- 0io 0 irw — CV N 0 co 00 cn 4" B.S. -� <- 1� _ REF SPACE VERIFY o WITH `o MANUF. MIRROR (V O I?c) i!� 4" B.S. o ao r` 0 r O m 14 1/2" X 18"- DRYER VENT RECESS c n 2'-6" L 2'-6" 1'4" 2'-6" V-3" 2" FILLER 11 2" MASTER BATH C 1 /4 = 1 -0 SHELF 6-0" A.F.F. o "HANSEN" 220V� N BOX W.H. D W io M L.T. L V-6" 3'-0" 2'-7" 1'-3" 2'-0" ::E UTILITY LAYOUT 1 /4 = 1 -0 18" H. PLATFORM ELEV AT 0'-0" 1ST FLOOR FF HEAD r N �r 2'-0" LL 2'-0" 3'-0" I�L 3 -3" " '3 FILLER B KITCHEN 1 /4 - 1 -011 1" FILLER LINEN OPT i ON-Q BOX (16" X 28") i �, i ATTACH i TO STUD I Co d d _ SECURITY �---- BOX (14" X 14") o—CLOSET­1�\ r —WALL — TYP. STUD AT 24" O.C. q).gP . 0 SEC. DTL. -0 I PC-4 (2) 25 SH. M.O. 76"X63" 7'-8" PRECAST HID. AT 6-8" 23 SH. M.O. 38"X38-l" 4-6 PRECAST HD. AT 6-8" 1ST FLOOR PLAN 1 /411= 1'-011 c AUWAU PC-4 (2) 25 SH. - M.0.76"X63" `* T-8" PRECAST HD. AT 6'-8" EGRESS PC-3 25 SH. M.0.38"X63" 4'-6" PRECAST HID. AT 6'-8" * EGRESS 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 SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED 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 LOAD BRG. HEADERS TO BE (2) 2 X 12 (U.N.O.) W/ (2) 2 X 4 CRIPPLE STUDS AT EACH END. CONNECT PER DETAILS 1 /S4 AND 4/S4. ALL GIRDERS TO BE CONTINUOUSLY SUPPORTED BY (3) 2 X 4 B.U.C. (U.N.O.) AND CONNECTED AT BASE W/ (3) CS16 OR (1) HTT16. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 3/4" FURRING AND GYP. BOARD INTERIOR SIDE 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO AND INSULATION ❑ = FILLED CELL W/(1) #5 VERTICAL p = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) TOTAL LIVING SQ. FT. = 1445 SQ. FT. GARAGE = 478 SQ. FT. ENTRY = 54 SQ. FT. TOTAL NON -LIVING SQ FT = 532 SQ. FT. TOTAL SQ FT = 1977 SQ. FT. CONC. PAD AT ENTRY = 5 SQ. FT. PATIO = 144 SQ. FT. TOTAL NOT UNDER ROOF - 149 SQ. FT. 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 OPENINGS. 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 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. 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 INFOR- MATION 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" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGLY (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. ALL PLUMBIN , ELECT N H UGH -IN MUST BE CO REQUESTING LETE, CNS I P A BEFOR HE FRAMING 4424 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 I HEREBY CER71FY THAT I HAVE REVIENED 714E ATTACHED DESIGN. AND FIND IT TO BE IN COMPLIANCE W7H SEC71ON R301 OF 7HE 2010 FLORIDA BUILDING CODE �., RES 71AL THE ENGINEER HAS NOT REVIENED 14E PRE-ENGINEERED TRUSS MANUF 1 AYOUT 70 DETERMINE ANY LOAD NG CONDITIONS AND RESERVES RIGHT 70 MAKE ANY CHANGES 'AF7FR TRUSS LOAD WFORMA71ON IS SUPPLIED M 714E ENGNVEEI? O c: O cu U O m L 0 J J J O Z Z Q J U � � U i- 0 Z 0 O J m��LL0vi W Q d Q W W U ~ � O ~ Z Q mz mU�°- ❑ ❑ ❑ ❑ ❑ U Z I Q w Dw 0 1I L ♦ !n w Ld 0 0 c� � R v a z r J J #0 QC) z " Z 0. Do W W j 0ell � z IL U o0 0 Nm m 2 �— w cD o_ Z � o 'z Q 0 z Z 0 ISSUE DATE AUGUST 01, 2008 REVISION DATE 08122108 REV MEMO 03125113 REV MEMO SHEET '.-I I kd'. 6I 0 . „ 111 L aI, Ift➢fui.ialiu➢43^„ul 1111 SEALED FOR STRUCTURE ONL Y FLOOR PLAN 40'-0" S2 F — — _FF — — — — 1 5'-8" 5'-8" I 6'-4" 5'-0" 3-10" 3'-4" 3'-4" 3-10" 3'-0" Eo �I w o Ia. U -'I— Eo I� 1 1/4" RECESS - 36" SQ. FL - a FOR S.G.D. I 3 t A/C PAD ELEV 1-Iw S2 (_) 0'-4"'4" STEP 0- t _ C) .— o II N H g -I+- O 6 H 8,-9„ C? �n I 52 I I I it II ❑ it H II L____ II II II II II � I �) O U � •- I I r r- I I I co � II II II 11 I ❑ it 24'-0" i I 16-0" 7" WALL 3----'I--------� ---- Z—----r-r----- ----------------- ----------------- — TUB/SHOWER ( ❑ ---I —I- I LAV. j I co I I I I ❑ �`' i i W.C. E° _*ELEV. AT 0'-0" (ASSUMED) _ — — p� 4"_THICK, 2500 OR 3000 P.S.I. 1 1 I o U— CONCRETE SLAB ON GRADE - oil I o `* I _ W/ 6x6 W1.4xW1.4 MESH C.I i i LAN. i 1 W C `Y' I ❑ OVER 6 MIL. VAPOR BARRIER _ ❑ `r' ON CLEAN, WELL - COMPACTED, TERMITE I I I I I I - zco TREATED, GRANULAR FILL o O w0 OR BORATE TREATMENT ON TUB/SHOWER I -------------- r L- _ _ _ _ _ _ m o FRAME COMPONENTS II H i I ❑ ---------_J I n II r- - II IrL----=�I II co i i 20'-3" i t i i 19'-9" -- �Q c� in I - II11 r C - - ]J LL---------------, c> ---------- --------- L-_____J I I r- - r- I 00 CONDENSATE -----------------------------� I i i i i i i DRAIN LINE--, n I I AHU I I 1I— I I y_t--- — rtl--- II II it - � J I I— ❑ u 11 i I O T. W.H. L-----`-- - --I- -- ----------------- ❑ i i i i r i I4'-5" 2'-7" 2'_3" '-0` I 4 I II II I I S2 I � - --���1 8'-7" V-5" 8'-10" 1 V-2„ k I - II II 14" o I I I I 6 STE I I W.S. LOOP - El 52 SIM I I \ I AND DRAIN rt fi 14— ❑ ❑ ❑ I 1 ❑ ❑ 1 ' ---- CONTROL JOINT I i 1" DEEP (TYP) I 4" STEP 1 1/4" RECESS FOR DOOR ELEV I I ❑ 7 () 0'-4' CONTROL JOINT S2 v ❑ — — — — — 1" DEEP (TYP)— ~- L----------- � r- a � N i NOTE: SEE ELEVATIONS FOR PARTIAL PLANS, DIMENSIONS, WINDOW, DOOR SIZES AND CONDITIONS AT FRONT ELEVATION. 20'-0" FOUNDATION PLAN 1 /411 = 1 1_011 ❑ I I El 6 I 6 s3 I S3 O ❑ ❑ ❑ ❑ -3/4" DP. X 13" RECESS 1 0' '-0' SZ FOR GAR. DR. 2'-0" 16-0" 2'4" 20'-0" 40'-0" 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 STRECHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. S2 co fV 0 (V m 0 h"- -v 0 m Ln 0 co v 0 NOTES: - NOT ALL REQUIRED FLASHING IS INDICATED ON DRAWINGS. PROVIDE FLASHING PER FBC 1403 AND 1503. - FLASHING SHALL BE INSTALLED AT (1) WALL AND ROOF INTERSECTIONS (2) WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION, AND (3) AROUND ROOF OPENINGS. 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 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. ❑ = FILLED CELL W/(1) #5 VERTICAL O = FILL CELL TO THIRD COURSE (NO REBAR) ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT 1 HAVE REVIENIED THE ATTACHED DESIGN, �� MY C� +►i AND FIND IT TO 13E IN COMPLIANCE WITH SECTION R301 OF THE 2010 g,; E H S •�j�,,� FLOWDA BUNDM CODat« No 7065 %® THE ENGINEER HAS NOT REVIEWED * WHE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERANNE ANY LOAD 9 : ST +:BEARING COND17IONS AND RESERVES o0'•� '•,O , THE RIGHT TO MAKE ANY CHANGES ° . O AFTER TRUSS LOAD INFORMATION IS °AA,,R, °. SUPPLIED Tip THE ENGINEER 0 _j J go Z Q J U U p o i-zz0LLJ m F LL 0 c W Q a a W W o � Z ? �Z = Q rnwz0�a. co El 1:11:1 El U Z CL a w J D O L w in w IY - r � H Ca V z T J J Q #0 L� � U z -J ` a ae ae m w J 0 0 IL 0 �z 00 O Nm m _ � w o o Q� Z o Q C�c) z _ z ISSUE DATE AUGUST 01, 2008 REVISION DATE 08122108 REV MEMO 03125113 REV MEMO SHEET 2 FOUNDATION PLAN SEALED FOR STRUCTURE ONL Y (V SMOOTH FINISH iv A 18 X 63 EPS SHUTTER DTL. 1 /211 = 1 1-011 Cl 3/4" fV N w ►F-- cn r N SMOOTH-~' N FINISH B E.P; S. LOUVER DTL 1 /2 = 11-011 a A ka E.P.S. BANDING DTL 31' = 1 1-011 d D E.P.S. BANDING DTL 3" = 1'-011 0o ao �i o 8 T (V 0 r 6" SCORED - -- BANDING, TYP. AT GABLE ENDS ELEV AT 8'-0" T.O.M. 6" SCORED - - BANDING (TYP) SHUTTERS — (SEE DETAIL A/3A) SCORE LINE - ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE ­7 (ASSUMED) PARTIAL FOUNDATION PLAN 1 /411 = 1 1-011 PARTIAL FLOOR PLAN 1 /411 = 1 1-011 12 6( 8" SCORED BANDING 12 61 ­0 40'-0" OFF RIDGE ROOF VENTS (TYP.) 12 61 E.P.S. LOUVER (SEE DETAIL B/3A) W/ 4" SCORED BANDING AT TOP AND BOTTOM Ll MEN seoilFR_ I F-0- I FR__ I FR_ I I R I IN I COLUMN(SEE MORE DETAIL lh,FRONT ELEVATION - �NO FE-1 FEE RETURN SCORE LINE BACK 2'-0", TYP ELEV AT 8'-0" T.O.M. 8" SCORED BANDING u) -0' ¢� J oO _ 0_ ELEV AT 0'-0" 1ST FLOOR FF 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 SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED 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 LOAD BRG. HEADERS TO BE (2) 2 X 12 (U.N.O.) W/ (2) 2 X 4 CRIPPLE STUDS AT EACH END. CONNECT PER DETAILS 1/S4 AND 4/S4. ALL GIRDERS TO BE CONTINUOUSLY SUPPORTED BY (3) 2 X 4 B.U.C. (U.N.O.) AND CONNECTED AT BASE W/ (3) CS16 OR (1) HTT16. ALL EPS SHALL BE INSTALLED WITH DOW CHEMICAL "ENERFOAM PROFESSIONAL FOAM SEALANT". WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 3/4" FURRING AND GYP. BOARD INTERIOR SIDE 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO AND INSULATION ❑ = FILLED CELL W/(1) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) 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 ASA FORM OF PRODUCT APPROVAL OR ENDORSEMENT. 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. *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 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 OPENINGS. 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 PLUMBING, ELEC., AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E PROFESSIONAL ENGINEER # 70656 1 HEREBY CER7IFY THAT I HAVE REMENIED THE ATTACHED DESIGN. AND RND IT 70 13E IN COMPLIANCE W714 SEC71ON R3D1 OF THE 2010 FLORIDA BUILDING CODS RESM71AL 7HE ENGINEER HAS NOT REVIER® THE PRE—ENGINEERED TRUSS MANUR LAYOUT 7n DETERMINE ANY LOAD REARING CON0171ONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMA7RON IS SUPPLIED TO 7HE ENGINEER. 0 c: o U O m L (n O cu O O J U J J Z Q Z Q .. t) Z 0 Z O LL J J I w< Q W w O Z ~ O _ a)w w0-)(L D I = = ) � Cl) U Z a _ Lim Q w > ly O L �,(, w w Ld v (� Z r (� J J Q #0 o U z z -J M Z Z 0 o m w J O � c� EL U of O Nm m TT 1 ~ w o_ o t� o Z �-- z og Q vz Z ISSUE DATE AUGUST 01, 2008 REVISION DATE 08/22/08 REV MEMD 03/25/93 REV MEMO SHEET 3A EXTERIOR ELEVATIONS A 1 /411 = 1 1-011 -I qr4 SEALED FOR STRUCTURE ONL Y r VB ROOF VENT DTL. NOT TO SCALE 40'-0" ROOF TRUSSES AT 24" O.C. 61 ? BUILDING SECTION 1 /811 = 1 1-011 ROOF PLAN 1 /811 = 1'-011 OVERHANG (U. N.O.) ELEV AT 8'-0" T.O.M. ELEV AT U-0" 1ST FLOOR FF GRADE LINE (ASSUMED) ELEV AT 880" T.O.M. OFF RIDGE ROOF VENTS (TYP.) SHINGLE ROOF (TYP.) L2'-0" TEXTURED TYP. SCORE FINISH (TYP.)- 00 LINE RETURN * cD * RIGHT ELEVATION 1 /8„ 4 1 1_011 ELEV AT 0'-0" _ 1ST FLOOR FF GRADE LINE (ASSUMED)- OFF RIDGE ROOF SHINGLE VENTS (TYP.) /— ROOF (TYP.) ■ _ P-1T—TEXTURED , ::1 m uw TEMP. FINISH (TYP.)--� — - — - — - LLq LEFT ELEVATION 1/811= 1'-O" OFF RIDGE ROOF L/ . VENTS (TYP.) 112- 6F 16 ELEV AT 8'-0" ELEV AT 8'-0" T.O.M. - - - - - - - T.O.M. TEXTURED ~ _. ❑ 00 FINISH (TYP.) ~� 00 -i o ELEV AT 0'-0" _ _ _ _ _ _ ELEV AT 0'-0" im d w 1ST FLOOR FF 1ST FLOOR FF O GRADE LINE (ASSUMED) -A(C PAD --PATIO j REAR ELEVATION = 1 -0 ELEV AT 8'-0" ELEV AT 0'-0" 1ST FLOOR FF ELEV AT 8'-0" T.O.M. -- 2'-0" TYP. SCORE LINE RETURN ELEV AT 0'-0" 1ST FLOOR FF 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 SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED 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 LOAD BRG. HEADERS TO BE (2) 2 X 12 (U.N.O.) W/ (2) 2 X 4 CRIPPLE STUDS AT EACH END. CONNECT PER DETAILS 1/S4 AND 4/S4. ALL GIRDERS TO BE CONTINUOUSLY SUPPORTED BY (3) 2 X 4 B.U.C. (U.N.O.) AND CONNECTED AT BASE W/ (3) CS16 OR (1) HTT16. ALL EPS SHALL BE INSTALLED WITH DOW CHEMICAL "ENERFOAM PROFESSIONAL FOAM SEALANT". 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. 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. *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 ROOF VENT CALCULATIONS NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 2004 SECTION R806 ATTIC AREA = 1977 VENTILATION PROVIDED AT RIDGE = 475 VENTILATION PROVIDED AT SOFFIT = 475 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 OPENINGS. 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 PLUMBING, ELEC., AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. TAMPA CI VI L DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, AE. PROFESSIONAL ENGINEER # 70658 1 HEREBY CER71FY THAT I HAVE RENEWED THE ATTACHED DESIGN. AND FIND IT TO 13E IN COMPUANCE KITH SEC71ON R301 OF THE 2010 Y �O�o®o®® Fl.ORIDLDING COD DS S.. •' THE ENGINEER HAS NOT RENEWED 114E PRE—ENGINEERED TRUSS MANUF. ® * =LAYOUT TO DEIERUM ANY LOAD (�E �&ARING COND17IONS AND RESERVES cu RIGHT Tm MAKE ANY CHANGES OF ' e . ' �A �AF7E1�' TRUSS LOAD INFORMATION IS � , 1* SUPPUE3 M THE ENGINEER ��ps ,0R�a.�� 0 O M _ U 0 co a) q cu O _1 � O U J O z� - z a J .. UUo�00 z z 0 J LL m a LL 0 c (LQww W o z �z 0 = a m m z U 7 � ❑ ❑ ❑ ❑ ❑ U z a I w Z) Li �— w Im 0 �� m 0 I.L � a r z 0 ° —j z U z m QZ 0 O CD W J rl-)z O Nm m T F- w �L 2 :�E o 0 � o z z a oo z z ISSUE DATE AUGUST 01, 2008 REVISION DATE 08122108 REV MEMO 03125113 REV MEMO SHEET 301A, SIDE & REAR ELEVATIONS A SEALED FOR STRUCTURE ONL Y 1 3/4"1. V- 6" (N N tom- - N CV r N tV r SMOOTH FINISH 18 X 63 EPS SHUTTER DTL. 1 /211 _ 1 1_011 u(-1 3/4" 1 -2" 1. (N� CN a. r � N SMOOTH iN FINISH E.P.S. LOUVER DTL 1 /211 = 11_011 r d 11 311 ! 1 1_011 d E.P.S. BANDING DTL 311 11_0i1 6" SCORED BANDING, TYP. AT GABLE ENDS / ELEV AT 8'-0" % T.O.M. 6" SCORED BANDING (TYP) SHUTTERS (SEE DETAIL A/3A) SCORE LINE ELEV AT_0' 0" 1ST FLOOR FF GRADE LINE ,w 7 (ASSUMED) WALL YP.) PARTIAL FOUNr • r 1 /411 = 1 1-011 1 /411 = 11_011 OFF RIDGE ROOF VENTS (TYP.) pp lr M.-N- mooF-AA WMI RM 8" SCORED FEE M BANDING MEN FEE FR_ 101 IN- I FE_ I I I 11 FBI11FEE IN-1 IN IN 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 SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED 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 LOAD BRG. HEADERS TO BE (2) 2 X 12 (U.N.O.) W/ (2) 2 X 4 CRIPPLE STUDS AT EACH END. CONNECT PER DETAILS 1 /S4 AND 4/S4, ALL GIRDERS TO BE CONTINUOUSLY SUPPORTED BY (3) 2 X 4 B.U.C. (U.N.O.) AND CONNECTED AT BASE W/ (3) CS16 OR (1) HTT16. ALL EPS SHALL BE INSTALLED WITH DOW CHEMICAL "ENERFOAM PROFESSIONAL FOAM SEALANT". WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 3/4" FURRING AND GYP. BOARD INTERIOR SIDE 8" CMU NON -BEARING 2X4 STUD W/ 112" GYP, LINO NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO AND INSULATION ❑ = FILLED CELL W/(1) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) 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. 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, *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 12" SQ. BLOCK--' `-----SEE D/3A FOR COLUMN (SEE MORE DETAIL DETAIL) Z.O. �9- O FRONT ELEVATION r,°�• 11 1 t_0i1 1 /4 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 OPENINGS. 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 PLUMBING, ELEC., AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (S1 960-5685 PHONE (8}3) 482-9t28 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER A' 70658 1 HEREBY CER71FY 7HAT I HAVE REWENI D 7HE ATTACHED DESIGN. AND FUND IT TO ISE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, • RESIDETV71AL %7w ENGINEER HAS NOT REVIENED PRE-ENGINEERED 7RUSS MANUF. 'rAYOUT TO DETERMINE ANY LOAD aWRING COND17WNS AND RESERVES SSW RIGHT 70 MAKE ANY CHANGES WTV TRUSS LOAD WFORMA71ON IS *- SUPPLIED TO 7NE ENGWEER 0 c: o cu U O Po L cj) O O J U J Z 0 Z Q J o U p U �- z 0 L J m Q LL O c o< wW w O m H I� Z �y _ Ir Q mz wU-)n- ❑ ❑ ❑ ❑ ❑ U Z � w O Lo w cn w Ld - _ V Of J Z O a (vj z J z Q z 0 M W O� K) z /j I I ii� r/ , l / Q Jl O VV/ N m _ F__ w o 0 Z IE tz 'Z o S Q U � Z ISSUE DATE AUGUST 01, 2008 REVISION DATE 08122108 REV MEMO 03125113 REV MEMO SHEET 302A EXTERIOR ELEVATIONS A SEALED FOR STRUCTURE ONL Y ROOF VENT DTL. B NOT TO SCALE 40'-0" DOF TRUSSES T 24" O.C. 12 61� BUILDING SECTION 1 /811 = 11-0" ROOF PLAN 1 /811 = 1 1-011 OVERHANG (U. N.O.) 0 z �w O ELEV AT 8'-0" T.O.M. ELEV AT U-0" 1ST FLOOR FF GRADE LINE (ASSUMED) ELEV AT 8'-0" T.O.M. OFF RIDGE ROOF VENTS (TYP.) SHINGLE ROOF (TYP.) 2'-0" LTEXTURED - 31- E: TYP. SCORE FINISH (TYP.) 00 LINE RETURN * `0 - — - 0 --- -- — - — - — - — - E*: RIGHT ELEVATION 1 /811 _ 1 I -Off OFF RIDGE ROOF -SHINGLE VENTS (TYP.) ROOF (TYP.) FE] TEXTURED TEMP. FINISH (TYP.)- hk AT 0'-0"' _ 1ST FLOOR FF GRADE LINE (ASSUMED) LEFT ELEVATION 1 /811 = 1 1-011 ,/,---OFF RIDGE ROOF VENTS (TYP.) 12 12 66 12 6 ELEV AT 8'-0" T.O.M. TEXTURED----_._, co FINISH (TYP.)co icy ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE (ASSUMED)---/ �--A/C PAD -PATIO REAR ELEVATION 1/811 _ 11-011 ELEV AT 8'-0" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF ELEV AT 8'-0" ELEV AT 0'-0" — 1ST FLOOR FF ELEV AT 8'-0" T.O.M. y-~--2'-0'- TYP. SCORE LINE RETURN ELEV AT 0'-0" 1ST FLOOR FF 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 SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED 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 LOAD BRIG. HEADERS TO BE (2) 2 X 12 (U.N.O.) W/ (2) 2 X 4 CRIPPLE STUDS AT EACH END. CONNECT PER DETAILS 1/S4 AND 41S4. ALL GIRDERS TO BE CONTINUOUSLY SUPPORTED BY (3) 2 X 4 B.U.C. (U.N.O.) AND CONNECTED AT BASE W/ (3) CS16 OR (1) HTT16. ALL EPS SHALL BE INSTALLED WITH DOW CHEMICAL "ENERFOAM PROFESSIONAL FOAM SEALANT". 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. 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. *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 ROOF VENT CALCULATIONS NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 2004 SECTION R806 ATTIC AREA = 1977 VENTILATION PROVIDED AT RIDGE = 475 VENTILATION PROVIDED AT SOFFIT = 475 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 1N ROOF SLOPE OR DIRECTION, AND (3) AROUND ROOF OPENINGS. 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 PLUMBING, ELEC., AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HER®Y CER7IFY THAT I HAVE REWENED THE ATTACHED DESIGN, 0���ttttttt��i��i -' AND FIND IT TO BE IN COMPLIANCE WTH SEC71ON R301 OF THE 2010 �sMY • uo ��� E M s •. y FLOMDA BUILDING CODE, , F• o RESIDENTIAL * ; THE ENGINEER HAS NOT REWENED • : THE PRE—EWNEERED TRUSS MANUF. -p LAYOUT TO DETERMINE ANY LOAD S :BEARING CONDITIONS AND RESERVES O� .0 C THE FIGHT TO MAKE ANY CHANGES p •• e p, pl(• • Oo , AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGWEER r�es`1Sio�AL��,,*` {10#114wall, 0 J cj J O Z0 _ z Q J . U 0 0 0 Z Z 0 J L J m Q u- 0 oQ�QWW IW 0 z r Z Q ImmzU-)°- D _ _ = ) ❑ ❑ ❑ ❑ ❑ U z I 0 w D o`(, L w v) w l_ L L 0 CD V f� a z r J J Q 0 ° U z -j z f. 0 O m w J O�z 0. U O N� m 2 f- w 00 Z � 0 � z Q O z U _ J Z ISSUE DATE AUGUST 01, 2008 REVISION DATE 08122108 REV MEMO 03125113 REV MEMO SHEET 303A SIDE & REAR ELEVATIONS A 51 i .inI I i a , IvIIn i.I III IYI.I alim,.dI J.I J, I{Jd10 I'sm I I; 11 IIl � SEALED FOR STRUCTURE ONL Y R 1'-0" SMOOTH C° FINISH tV 101, FRONT 51UE ( : A E.P.S. BRACKET DTL 1 /2 - 1 -0 11" 7" al SMOOTH FINISH B E. P.S. BRACKET DTL 1 1 /2 - 1 -a c U t PARTIAL FOUNDATION PLAN 1 /411 = 1'-011 PARTIAL FLOOR PLAN 1 /411 = 1'-011 12 61 6" SCORED------_ BANDING, TYP. AT GABLE ENDS ELEV AT 10'-8" T.O.M.- r RETURN SCORE -- - ELEV AT 8'-0" LINE TO WALL T.O.M. — - - - - - - - - - 8" SCORED BANDING (TYP) ❑ ❑ tti SCORE LINE 00 * BRACKET - (SEE DETAIL N A/36) ELEV AT U-0" _ _ _ _ _ 1ST FLOOR FF GRADE LINE —___... (ASSUMED) FRONT ELEVATION 1 /411 = 1'-011 12 � 16 40'-0" OFF RIDGE ROOF VENTS (TYP.) TYP. BRACKET AT GABLE ENDS (SEE DETAIL 6/3B) RICKET FM_ I I F-M 1110M I "NUM I IN I IN a m m m 10-01 N FUN FS-1 FRE N-1 WE WE WE RETURN SCORE ` LINE BACK 2'-0", TYP ELEV AT 8'-0" T.O.M. 8" SCORED - BANDING ul L7 'f-- Q J U 00 co� 0 ELEV AT 0'-0" 1ST FLOOR FF 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 OPENINGS. 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 PLUMBING, ELEC., AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. 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 SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED 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 LOAD BRG. HEADERS TO BE (2) 2 X 12 (U.N.O.) W/ (2) 2 X 4 CRIPPLE STUDS AT EACH END. CONNECT PER DETAILS 1/S4 AND 4/S4. ALL GIRDERS TO BE CONTINUOUSLY SUPPORTED BY (3) 2 X 4 B.U.C. (U.N.O.) AND CONNECTED AT BASE W/ (3) CS16 OR (1) HTT16. ALL EPS SHALL BE INSTALLED WITH DOW CHEMICAL "ENERFOAM PROFESSIONAL FOAM SEALANT". WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS, 8" CMU W/ 3/4" FURRING AND GYP. BOARD INTERIOR SIDE 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO AND INSULATION ❑ = FILLED CELL W/(1) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) TOTAL LIVING SQ. FT. = 1445 SQ. FT. GARAGE = 478 SQ. FT. ENTRY = 21 SQ. FT. TOTAL NON -LIVING SQ FT = 499 SQ. FT. TOTAL SQ FT = 1944 SO. FT. CONC. PAD AT ENTRY = 15 SQ. FT. PATIO = 144 SQ. FT. TOTAL NOT UNDER ROOF = 159 SQ. FT. 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. 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. *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 TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CER7IFY THAT I HAVE REWEM£D THE ATTACHED DESIGN. AND FIND IT TO BE IN COMPUANCE M17H SEC71ON R3171 OF 7HE 2010 FLOIRIDA BUILDING CODE: RESIDEM17AL * ENGINEER HAS NOT REWEMED �_EEPRE­ENGWEERED TRUSS MANUF CC 7.AYOUT TO DOERMINE ANY LOAD W dtARING COND17IONS AND RESERVES V.-ME RIGHT TO MAKE ANY CHANGES -'4'AF7ER TRUSS LOAD WFOIRMA71ON IS SUPPLIED TO THE ENGINEER SEALED FOR STRUCTURE ONL Y O c o U — � o o0 �J c) Cu o O _J J J O Z 0 z a J (U U p Z O U J z �I Q LL p < W W c W 0 m _ z m z mw z 0 -) Q (L 7 ❑ ❑ ❑ ❑ ❑ U z o w D 0 U , — w w Ld 0 = c� cl �• j- v m r L.L � J J Z 0 Q 0 z J_ M z a 0 m W J 0 t,-) z 1..L r v 0 0 0 Nm m 2 F- w o o z _ � o Z c .Q z C) _ J z ISSUE DATE AUGUST 01, 2008 REVISION DATE 08122108 REV MEMO 03125113 REV MEMO SHEET 3 EXTERIOR ELEVATIONS 8 ROOF VENT DTL. B NOT TO SCALE 40'-0" BUILDING SECTION 1 /811 = 1 1-011 OVERHANG (U.N.O.) ROOF PLAN 1 /811 = 1 1_011 OFF RIDGE ROOF VENTS (TYP.) SHINGLE -, ROOF (TYP.) ELEV AT 8'-0" ELEV AT 8'-0" T.O.M. T.O.M. --2 0 T ❑ TYP. SCORE ----TEXTURED - LINE RETURN FINISH (TYP.) * o ELEV AT U-0" _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELEV AT 0'-0" 1ST FLOOR FF 1ST FLOOR FF GRADE LINE (ASSUMED) 3 RIGHT ELEVATION 1 /811 1 1.011 OFF RIDGE ROOF SHINGLE VENTS (TYP.) / ROOF (TYP.) _ELEV AT 8'-0" ELEV AT 8'-0" T.O.M. T.O.M. ■ H TEXTURED -2 -0 00 ® �' TYP. SCORE iQ TEMP FINISH (TYP.)_.---1 LINE RETURN _ ELEV AT 0'-0" _ _ _ _ _ _� _ _ _ ELEV AT U-0" 1 ST FLOOR FF 1ST FLOOR FF GRADE LINE (ASSUMED)- (: 2 LEFT ELEVATION /811 = 1 1_011 OFF RIDGE ROOF VENTS (TYP.) 12 12 6r� 6 ELEV AT 8'-0" T.O.M. - - - - - - - TEXTURED --- _� ■co FINISH (TYP.) 00 ELEV AT 0'-0" _ m o 1 ST FLOOR FF i f - - - - GRADE LINE (ASSUMED) ,---A/C PAD PATIO REAR ELEVATION 1 /811 = 1 1_011 ELEV AT 8'-0" T.O.M. _ ELEV AT 0'-0" 1ST FLOOR FF 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 SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED 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 LOAD BRG. HEADERS TO BE (2) 2 X 12 (U.N.O.) W/ (2) 2 X 4 CRIPPLE STUDS AT EACH END. CONNECT PER DETAILS 1/S4 AND 4/S4. ALL GIRDERS TO BE CONTINUOUSLY SUPPORTED BY (3) 2 X 4 B.U.C. (U.N.O.) AND CONNECTED AT BASE W/ (3) CS16 OR (1) HTT16. ALL EPS SHALL BE INSTALLED WITH DOW CHEMICAL "ENERFOAM PROFESSIONAL FOAM SEALANT". 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. 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. *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 ROOF VENT CALCULATIONS NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 2004 SECTION R806 ATTIC AREA = 1944 VENTILATION PROVIDED AT RIDGE = 467 VENTILATION PROVIDED AT SOFFIT = 467 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 OPENINGS. 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 PLUMBING, ELEC., AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT 1 HAVE REWENED 7HE ATTACHED DESIGN. AND FIND IT TO BE IN COMPLIANCE Y„C0UC ��i WTMFLA BUIL IN01 GOCF 7& 3010 'E NSF y RESIDENTIAL %714E ENGINEER HAS NOT REWENIED %HE PRE-ENGINEERED TRUSS MANUF. Ir B.AYOUT To OETERA/w ANY LDAD � .p t• W9EARING CONDITIONS AND RESERVES WsiHE RIGHT TO MAKE ANY CHANGES •��9 •.•• V ?.• l:AF1ER TRUSS LOAD INFORMATION IS . O �� • L R .•• �� • .• SUPPLIED TO ENGINEER SEALED FOR STRUCTURE ONL Y O c: a c _ U _0 co a) V/ O cu O -6--1 O J 0 z0 — z � J U � O � U i- ? Z O J m�QLL0c (L w o m z Z _ a mwz0-)a. V) ❑❑❑❑❑ U z Ld _ o D w o Lo-- w cr 0 T z #0 ° U z -j Z \� O M Of■�. Ca W JO �, z � U o0 O cl-j 5 m � w o O_ Q� o z z a O+ 0 z z ISSUE DATE AUGUST 01, 2008 REVISION DATE 08122108 REV MEMO 03125113 REV MEMO SHEET 301B SIDE & REAR ELEVATIONS 8 CV v amN 'v -SMOOTH _ CO FINISH As- 101, 4" 4„ 1, 0„ 4„ 4, `4' FRONT FRONT SIDE A E.�}P.S. BRACKET DTL 1 /L11 = 1 1-011 11" 7„„�„� _.SMOOTH 11,111 FINISH B E.P.S. BRACKET DTL 1 1 /2 = 11-011 �8i` t r 00 50 % ►-18'-0" T.O.M.' r "% A r-1-r I A I r— A► . 1 ilk 1 r% A 'T-1 -% k 1 r-•. 1 A& 1 1 /411 = 1 1-011 1 /411 = 1 1-011 12 61 6" SCORED - — BANDING, TYP. AT GABLE ENDS 12 16 ELEV AT 10'-8" T.O.M. cti RETURN SCORE- r ELEV AT 8'-0LINE TO WALL " T.O.M. - - - - - - - - - - 8" SCORED — OFF RIDGE ROOF VENTS (TYP.) T 12 16 ..., CKET AT h INURE 11 I■s.E■1■1��..(SEE DETAIL B/3B) --------------- n,. Ljr�l m"I 11%_�l k I I r I ml� HL _ I ONE FR_ I FM SCORE LINE 1-mlom 0 ELEV AT 0'-0" N 1ST FLOOR FF GRADE LINE __7 (ASSUMED) FRONT ELEVATION 1 /411 = 1 1-011 1=1 ME ME WE MINWEIM-11ru- 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 OPENINGS. 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 PLUMBING, ELEC., AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. WALL YP.) _ ELEV AT 8'-0" 4-1 IT 11 41T.O.M. - -- 8"SCORED BANDING ELEV AT 0'4' 1ST FLOOR FF 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 SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED 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 LOAD BRG. HEADERS TO BE (2) 2 X 12 (U.N.O.) W/ (2) 2 X 4 CRIPPLE STUDS AT EACH END. CONNECT PER DETAILS 1/S4 AND 4/S4. ALL GIRDERS TO BE CONTINUOUSLY SUPPORTED BY (3) 2 X 4 B.U.C. (U.N.O.) AND CONNECTED AT BASE W/ (3) CS16 OR (1) HTT16. ALL EPS SHALL BE INSTALLED WITH DOW CHEMICAL "ENERFOAM PROFESSIONAL FOAM SEALANT". WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 3/4" FURRING AND GYP. BOARD INTERIOR SIDE 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO NON -BEARING 2X4 STUD W/ 1/2" GYP. LINO AND INSULATION ❑ = FILLED CELL W/(1) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) TOTAL LIVING SQ. FT. = 1445 SQ. FT. GARAGE = 478 SQ, FT. ENTRY - 21 SQ. FT. TOTAL NON -LIVING SQ FT = 499 SQ. FT. TOTAL SQ FT = 1944 SQ. FT. CONC. PAD AT ENTRY = 15 SQ. FT. PATIO = 144 SQ. FT. TOTAL NOT UNDER ROOF = 159 SQ. FT. 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. 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. *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 TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CER7IFY 7HA T I HAVE REVIERED 7HE ATTACHED DESIGN. D FIND IT TO aE���0'41 COU���i� W7H SEC71ON R301I 2010 �% P� . • Cy FLORIDA BUILDING CODE; .���: �cE"SF • RESIDENTIAL. �. No p' 1r v7HE ENGINEER HAS NOT REWERW * t ME PRE—ENGINEERED 7RUSS MUNUF. • a: kAYOUT TO DETERMINE ANY LOAD • lt1 M RIGHT TO MAKE ANY CHANGES �'. ,�'.,�LI O•e' �•` AFTER TRUSS LOAD INFORMA71ON IS SUPPLIED TO 7HE ENGWNEER. �+ltaaal 0 c- o U O m L (n O cu O O J U J J O Z Z Q J jr .. U U oc p U i- z z 0 J m � O LL W< Q Q W z r O ~ O z r Ir Q m(=z0+� ❑ ❑ ❑ ❑ ❑ V Z C •� 0 w O w w cn V r J Z O Q 0u z —� 5 Z 7 Z a 0 Elf-1 m W 0 U _ Qo O cv � m w o 0 Z .� O) z Z ISSUE DATE AUGUST 01, 2008 REVISION DATE 08122108 REV MEMO 03125113 REV MEMO SHEET 302 EXTERIOR ELEVATIONS 8 SEALED FOR STRUCTURE ONL Y ELEV AT 8'-0" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF ROOF VENT DTL. B NOT TO SCALE ROOF TRUSSES AT 24" O.C. 12 6�� 11:11KWei* 7�E:�+a 40'-0" �2 2 II O �I II u 1- _ T a In O BUILDING SECTION 1 /811 ! 1 1-011 ROOF PLAN 1 /811 = 11-011 12 -, 16 BEDROOM #3 OVERHANG (U.N.O.) 0 z w c� ELEV AT 8'-0" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF ELEV AT 8'-0" T.O.M. ELEV AT 1ST FLOOR FF GRADE LINE (ASSUMED) ELEV AT 8'-0" T.O.M. SHINGLE --, ROOF (TYP.) L2'-0" TEXTURED TYP. SCORE FINISH (TYP.)- CQ LINE RETURN * C° RIGHT ELEVATION 1 /8 11 _ 1 1-011 ELEV AT 0'-0" _ 1ST FLOOR FF GRADE LINE (ASSUMED) 12 6f ELEV AT 8'-0" T.O.M. TEXTURED -- FINISH (TYP.) _ ELEV AT 0'-0' _ - 1ST FLOOR FF GRADE LINE (ASSUMED)-- OFF RIDGE ROOF VENTS (TYP.) OFF RIDGE ROOF SHINGLE VENTS (TYP.) ROOF (TYP.) TTEXTURED co TEMP. FINISH (TYP.)--,-- FD H'H�-- — - — - — - — - — - A — - — - — - l LEFT ELEVATION 1 /811 _ 1 1-011 a PAD REAR ELEVATION 1 /811 = 1 1-011 OFF RIDGE ROOF VENTS (TYP.) ��6 TIO ELEV AT 8'-0" T,O.M. _ ELEV AT 0'-0" 1 ST FLOOR FF ELEV AT 8'-0" T.O.M. - 2'-0" TYP. SCORE LINE RETURN ELEV AT 0'-0" 1ST FLOOR FF 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 SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED 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 LOAD BRG. HEADERS TO BE (2) 2 X 12 (U.N.O.) W/ (2) 2 X 4 CRIPPLE STUDS AT EACH END. CONNECT PER DETAILS 1 /S4 AND 4/S4. ALL GIRDERS TO BE CONTINUOUSLY SUPPORTED BY (3) 2 X 4 B.U.C. (U.N.O.) AND CONNECTED AT BASE W/ (3) CS16 OR (1) HTT16. ALL EPS SHALL BE INSTALLED WITH DOW CHEMICAL "ENERFOAM PROFESSIONAL FOAM SEALANT". 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. 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. *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 ROOF VENT CALCULATIONS NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 2004 SECTION R806 ATTIC AREA = 1944 VENTILATION PROVIDED AT RIDGE = 467 VENTILATION PROVIDED AT SOFFIT = 467 ELEV AT 8'-0" T.O.M. ��t111lIl/j Gov of i i i ELEV AT 0'-0" 1ST FLOOR FF - • � ; T � Q. ice, � �� •� •� R 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 OPENINGS. 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 PLUMBING, ELEC., AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER A' 70658 1 HEREBY CER7IFY THAT I HAVE REWENIED 714E ATTACHED DESIGN, AND FIND IT 70 13E IN COMPUANCE I0714 SECTION R301 OF 7HE 2010 FLOMDA BUILDING CODE; RESIDENTIAL * :• SHE ENGINEER HAS NOT REVIENED dK PRE-ENGINEERED TRUSS MANUF. .PJAYOUT 70 DEMWINE ANY LOAD q8EARING COND17IONS AND RESERVES $k,ft'THE RIGHT TO MAKE ANY CHANGES ,%% AFTER 7RUSS LOAD WFORMA71ON IS SUPPLIED M 7HE ENGINEER SEALED FOR STRUCTURE ONL Y 0 O U CL _ _O co a) .4--/ U) c) cu O _#_0 o J J z 0 — z Q J .. U U p 0 Z z m 0 -1 Q u- 0 U? W W w O Q z z � ��' Q m w z 0 ❑ ❑ ❑ ❑ ❑ U z I 0 w D O w cn Lu_ w o _ Ld v7 V � R �•7 v z T J J Q #a 0 i� z 0 Z w 0 0 � W c, 0 z � CL U o0 O Nm m _ I— w 00 z � a � z o� a U z- J z ISSUE DATE AUGUST 01, 2008 REVISION DATE 08122108 REV MEMO 03125113 REV MEMO SHEET 303 SIDE & REAR ELEVATIONS 8 H 1 i! 11 All'\ 1 f 1 ­ �, 11 71 7 " 7 -3 � I F n - - I ' e 2-0 00 F Al �- - `'. T° � .. 2-0 -QO Al 2-0 -00 9 2-0 -00 12-; AS - 2_fl -40 _ 2-00-Oi A6 2-p 00 A,5 , 2-0 -00 A4 UT VA'CL s 4 ., 2-�0 - 00 2 t _0 00 C: _ = - 2 6 , 2 00 A •. �IR4 12 2-0 -00 k- , w � , pp A i 2-0 -00 ti - F 2-0 -00 x - n A2 h 1 - -00 A2 2- -00 y A2 . _ F 1-00-08 AZ _ 8'-0" CLG HGT 1-06-08 LEM=�� {"SLR , t �._�_ � >.. DYER w�� w " IVAU LT`� V . CL 2-0 -00 A2 ---------------------- -y G, I A—>s I-0 00 A2 I I 2-0 -00 �r. Al 2-0 -00 0 2 © €8 v� 8'-0" CLG HGT 2-0 -00 jT_ 2 0 00 1-0 -08 F31 N D2 �.-0 -OS Q2 2-q -00 c-� D2 o 8'-0" CLG HGT 2-0 -00 2 ^� ��yy 2-0 } -00 D2 2-0 -00 D1 11- -0 Oo_ a 9 -0 - 00 2 -o - a_ 0 00 _ _ _ _0 _ _ _ 40-00-00 Hatch Legend VAULTED CLG 2/12 ELEVATION "A" ROOF FRAMING 140-150 MPH 1 /4" = 1'-011 ROOF TRUSS FLOOR TRUSS OTY III MODEL ROOF UPLIFT SYMBOL QTY IQ MODEL FLOOR UPLIFT SYMBOL 5 A* LUS24 685 4W _ a- a A, HTU.26 2040 1555 ... 0 G Hrm-2 2640 2!7b 6 A HTU26 3600 1555 ,a 0 E HGUSU-2 4355 2155 .. 0 8 WLZ 468E 2140 a 0 G HGU' 3 4355 216 £: C HTW3 2 3600 217v , u G J HGU6210 4 ji 100 4095 - 0 D HIU26-2 4680 3465 , _, 0 L HHUS46 2 M 155fl , .. Q E HGISN, 5,320 .166 • -t 8 Al r HA422 aii.45 1855 ..P. £a F H6U828-m. 748E 3235 ..a 0 N THAC422 606 535 D is HGi52&3. 5230 2155 . _. i)" 0 THA426 4650 1855 t7 H HGU828=3 74,5E a235 _ ,n P SPECIAL 0 j HGUS2 la 910 4GS6 - ACCESSORIES uPE{",tAt. U8 "L 0" KATES ACCESSORIES SEAT PLAN ES 3x8 NAlt ON PLATES SCREWS BOLTS 55 SEAT PLATES CITY MODEL CITY MODEL SCREWS BOLTS S'DS IA'. 3' 112' a 8' CARR. BOLTS CITY MODEL QTY MODEL !i0S V x 4-1,.' le:' WASHERS SW IA.' :3" 1,2" x 8• Cs . KXTS SGS 114„)�.6, 1rd' NUTS SDS tAl x 4-3)2- #Z WASHERS A HTU2ti C: wHzLU26-2 L-;,;: HHl):�4ii SM9 t=4" z 5" 193" hFt3IS i � 1 PL`P TYP.. h PLY TYP. t -� FLOOR 1YP.. MISCELLANEOUS ROOF TRUSS FLOOR TRUSS CITY MODEL QTY MODEL 7RUSS CONNECTOR INFORMA71ON: (UNLESS NOTED OTHERWISE) —ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. —ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. —ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. —CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S" SHEETS. —IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. —CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. — ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE ALL PRE—ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE—ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE ALL PRE—ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER MAIN WIND FORCES RESISTING SYSTEWC HYBRID WIND ASCE7-10 E14CLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY II WIIND LOAD 150 MPH WIND IMPORTANCE FACTOR 1,00 TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD NONccr NCURRENT WITH ANY OTHER LIVE LOADS ROOF LOADING FLOOR LOADING TELL: 20 PSF TOLL: 40 PSF TCDL: 7 PSF TCDL: 10 PSF BCDL: 10 PSF BCDL: 5 PSF TOTAL: 37 PSF TOTAL: 55 PSF DURATION: 125 DURATION: 1.00 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 REWERW THE ATTACHED DESIGN, AND FWD IT TO BE IN COMPUANCE iWTH SEC7ION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DEIERIIIINE ANY LOAD BEARING CONDITIONS AND RESERVES THE MGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER SEALED FOR STRUCTURE ONL Y IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. 4408 Airport Road Plant City, FL 33563 (813) 305-1300 sm CAUTI ON H! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3 SCAB DETAILS IF REQUIRED) } � Q ) 4) UPLIFT AND GRAVITY REACTIONS, WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By ProBuild. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 2/12 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 12" END CUT: PLUMB CANTILEVER: NIA TRUSS SPACING: 24" BUILDING CODE: FBC2010 BEARING HEIGHT SCHEDULE F:rjj 0 i 6 f i • BRIG HGT INLAND HOMEBUILDINGS PROJECT: ELEVATION A ADDRESS: LOT / BLOCK: SUBDIVISION: INLAND HOMEBUILDINGS CITY: PLANT CITY DRAWN BY: LUCIA CABRERA JOB # : 48612885 DATE: 3/6113 SCALE: 1/4"=V-0" PLAN DATE: 8I1/200$ REVISIONS: 1. 2. 3. 4. Requested Delivery Date: lyl C®813) 305-1301 o � �� • .ram N kv m 'Uj ®` a v Li O C) CU U 0 CD 4-a c) CU O -#—+ O _J J J 'O U Z Q J . U U Cc p Z U J z m J LL Q LL 0 J EL C W O Q Q W M W z _ Z H 3: Z 0 W � 2 :) m W W z U 7 7 a: cl) ❑ ❑ ❑ ❑ ❑ U z 00 O Q w O W o Lo N w C_ a: �`/) 0 U` I Q.' J T .J J Q Z J z Z 5 <0 m w J� Q) O Z K a -21 = O =W _M U yo tY o z � Z O Z Q Z ISSUE DATE AUGUST 01, 2008 REVISION DATE 08122108 REV MEMO SHEET TA TRUSS ELEV A �T ?r I. 9- 1'. t I . '1 CAUTION!!! 40-00-00 i 2-0 -00 Al f 2-00-00 2-0 -00 A9- �IAULTI;?.GLG 2:12 . 2-00-00 AS s 2-00-00 O 2-00-00 f� L ° 2-00-00 A5 Y - - 2-0 -00 VAU,JE CLG . 2-00-00 =..._ 2.1 - A2 2-0 -00 o r A2 - 2-00-00 - -, � I 2-00-00 t� 2-00-00 �I . �000 A2 ca . 1-0 —00 , A2 -am=2==z=m==m=- .1 - IKUI 2-00-00 A2 1-0 -08 - �`�`,� 8'-0" CLG HGT 1"-0 -08 5-00-00 A2 F-0Y'ER F�2-00-00 VR .LTEd r-4- CLG� A2 \-12 I I Q I 2-00-00 A2 t 3 Al > C3 2 j 8'-0" CLG HGT i 1 ¢ E3 B2 C� d E3 C B l ¢ 00— 3 N 1 ` 2 D2 8`-0" CLG HGT Q. E3 j D2 d E3 D2 C1 I D 1 . 11-00-00 9-00-00 20-00-00 5-00-00 45-00-00 Hatch Legend [------,.]VAULTED CLG 2/12 ELEVATION "A" ROOF FRAMING - 2 1/2 CAR GARAGE - 140-150 MPH 1/411" = 1'-011 TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P. E. PROFESSIONAL ENGINEER # 70658 l HEREBY CERTIFY THAT f HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE MTN SECTION R301 OF THE 2010 fLGIRIDA BWLDING CODE RESM7IAL THE ENGINEER HAS NOT REVIEW@ 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 TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) -ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON H7S20 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 *V SHEETS. -IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. -CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. - ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH. IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVKING A FINAL SEALER 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 REVIE"VIIED 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 70 BE DESIGNER 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 ABJECT TO MODIFICATION BASED ON REVIEW LETTER. SIMPSON CONNECTOR SCHEDULE ROOF TRUSS FLOOR TRUSS QTY 10 MODEL ROOF UPLIFT SYMBOL QTY In MODEL FLOOR UPLIFT SYMBOL 0 A' LUS24 895 490 0 A HTU26 2940 1555 0 C HTU26-2 2940 2175 10 A HTU26 3600 1555 µ 0 E HGUS26-2 4355 2155 0 8 HTU28 4680 2140 0 G HGUS26-3 4355 2165 0 C HTU26-2 3600 217E .. 0 J HGUS210-4 9100 4095 0 0 HTU28-2 4680 348E .E> 0 L HHUS46 2790 1550 0 E HGUS26-2 5320 2155 € 0 M THA422 3695 1855 st 0 F HGUS28-2 74G0 3235 ,.r 0 N THAC422 Ii65 535 '� 0 G HGUS26-3 5230 2155 0 O THA426 4550 1865 0 H HGUS28-3 7460 3235 Fr P SPECIAL 0 J HGUS210-4 9100 4095 ACCESSORIES K SPECIAL Sac& NAIL ON PLATES ACCESSORIES SEAT PLATES 3x8 NAIL ON PLATES SCREWS aOLTs 58 SEAT PLATES QTY MODEL QTY MODEL SCREWS BOLTS SOS 114" x 3" 112° x 8' CARR. BOLTS QTY MODEL QTY MODEL SOS 114" x 4-1/2" V2" WASHERS SIDS 14' x 3" 112" x 8" CARR. BOLTS SOS 1,14" x 6' 112 NUTS SIDS 114" x 4-112" 112" WASHERS A,':- .HTU26 C ` c° HTU26-2 L ` HHUS46 SOS 114" x 6" 112" NUTS 1 PLY TYP. ) 2 PLY TYP. FLOOR TYP. MISCELLANEOUS ROOF TRUSS QTY MODEL FLOOR TRUSS QTY MODEL VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID WIND ASCE7-10 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY II WIND LOAD 150 MPH WIND IMPORTANCE FACTOR 1.00 `TRUSSES HAVE BEEN DESIGNED FOR A ID.4 PSF BOTTOM CHORD LINE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS ROOF LOADING TCLL: 20 PSF TCDL: 7 PSF BCfDL: 10 PSF TOTAL: 37 PSF DURATION: 1.2 TCLL: 40 PSF TCDL: 10 PSF BCDL: PSF TOTAL: 55 PSF DURATION: 1.00 DO NOT ATTEMPT TO ERE TRUSSES WITHOUT REFERRING T THE ENGINEERING DRAWINGS AN ESCI-81 SUMMARY SHEETS. ALL PERMANENT BRACING MUST B IN PLACE PRIOR TO LOADIN TRUSSES. (ie. SHEATHIN SHINGLES, ETC.) ALL INTERIOR BEARING WALL MUST BE IN PLACE PRIOR T INSTALLING TRUSSES. REFER TO FINAL ENGINEERIN SHEETS FOR THE FOLLOWING, 1) NUMBER OF GIRDER PLIES AN NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENT 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTION WARNING Backchargea Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By ProBuild. NO EXCEPTIONS. The General Contractor Is Responsib For All Connections Other Than Tru to Truss, Cable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling An Roof Diaphragm Connections. ROOF PITCH: 6/12 CEILING PITCH: 2/12 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 12" END CUT: PLUMB CANTILEVER: N/A TRUSS SPACING: 24" BUILDING CODE: FBC20'10 BEARING HEIGHT SCHEDULE BUILDER: INLAND HOMEBUILDING PROJECT: ELEVATION A MODEL: CONCORD II A EX GARAGE ADDRESS: LOT /BLOCK: - SUBDIVISION: INLAND HOMEBUILDINGS CITY: PLANT CITY DRAWN BY: Jorge Paredes JOB # : - DATE: 3/18/13 SCALE: 114"=1'_ PLAN DATE: 8/1/2008 REVISIONS: 1. 2. 3. 4. IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check. All Dimensions And Conditions Prior To Approval Of Plan. �.�`� N1Y Cp' SIGNATURE BELOW INDICATES ,rLQ`E"'sF NOTES AND DIMENSIONS HA1l BEEN ACCEPTED. No 706fr8 BY_T��- Requested Delivery Date: _- F A a 08 Airport Road et City, FL 33563 '6. (813) 305-1300 aX (813) 305-1301 u„a CT O D E G S O G D C) o s. CU U — a CL co S. � V) a 0 -4-0 O J le sS J d J O Z — Z Q J .. U U p U i-z_? 0LLJ m Q T 0 Q W W O M z H F — z 3 W Ir m W z U DIII 7 � ❑❑❑❑❑ U Z 0 o 0 Lij > Ow O L0 N w Cr W1 I Z Q Q J Z S 5 Q0 0 w J U �z 7 00 T = `� � W � O o U �o D- Z Q O Z U Zgul ISSUE DATE 0�� AUGUST 01, 2008 REVISION DATE 08122108 REV MEMO SHEET TA TRUSS ELEV A C C r C U tin nn nf1 ELEVATION "B" ROOF FRAMING 140-150 MPH 1 /411 " 1 1-011 Hatch Leqend CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) —ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON HTS20 W/ (2) 16D COMMON TOENAILS. —ALL MASONRY M 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 Y 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 11TOTOTMifffhoURP 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 M AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED M 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 RESPONSIBIUTY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VAUDITY 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 UPUFT 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 LET MR. R) M��M� R� FLOOR TRUSS QTY ID MODEL ROOF UPLIFT SYMBOL QTY ID MODEL FLOOR UPLIFT SYMBOL 0 A* LUS24 895 490 A 0 A HTU26 2940 1555 0 C HTU26-2 2940 2175 c 0 A HTU26 3600 1555 ,A 0 E HGUS6-2 4355 2155 0 B HTU28 4680 2140 0 G HGUS26-3 4355 2155 G 0 C HTU26-2 3600 2175 0 J HGUS210-4 9100 4095 A 0 D HTU28-2 4680 3485 D 0 L HHUS46 270 1550 0 E HGUS26-2 5320 2155 -L 0 M THA422 3695 1855 0 F HGU,S28-2 7460 3235 F 0 N THAC422 665 535 •N 0 G HGUS26-3 5230 215 0 O THA426 4550 1855 0 H HGUS28-3 7460 3235 H P SPECIAL 0 J HGUS210-4 9100 4095 J ACCESSORIES K SPECIAL 3x8 NAIL ON PLATES ACCESSORIES SEAT PLATES 3x8 FAIL ON PLATES SCREWS BOLTS 58 SEAT PLATES QTY MODEL QTY MODEL SCREWS BOLTS SDS 1/4" x 3" 112" x 8" CARR. BOLTS QTY MODEL QTY MODEL SDS 114" x 4-112" 112"° WASHERS SDS 1/4" x 3" 112" x 8" CARR, BOLTS SDS 114" x 6" 1/2" NUTS SDS 114" x 4-1i2"' 112" WASHERS A •:;; ;; HTU26 C ;: :; HTU26-2 L HHUS46 SDS 114" x 6" 112" NUTS 1 PLY TYP, '2 PLY TYP. FLOOR TYP. MISCELLANEOUS ROOF TRUSS FLOOR TRUSS QTY MODEL VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER MAIN "WIND FORCE RESISTING SYSTEMIC-C HYBRID WIND ASCE7-10 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY It WIND LOAD 160 MPH WIND IMPORTANCE FACTOR 1.00 TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS TCLL: 20 PSF TCDL: 7 PSF BCDL: 10 PSF TOTAL: 37 PSF DURATION: 1.25 TCLL: 40 PSF TCDL: 10 PSF BCDL: 5 PSF TOTAL: 55 PSF DURATION: 1.00 TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CER71FY THAT I HAVE REVIEVIED THE ATTACHED DESIGN. AND FMB IT TO BE IN COMPUANCE INTH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE: RESIM77AL THE ENGINEER HAS NOT REVIEMED THE PRE—ENGINEERED TRUSS MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING COND17YONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD MIFORMA TION IS SUPPLIED TO THE EN INEEI?. SEALED FOR STRUCTURE ONL Y CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS WARNING Backcharges WWII Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By ProBuild. NO EXCEPTIONS. The General Contractor Is Responsbif For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6/12 CEILING PITCH: 2/12 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 12" END CUT: PLUMB CANTILEVER: N/A TRUSS SPACING: 24" BUILDING CODE: FBC2010 BEARING HEIGHT SCHEDULE BUILDER: INLAND IM D MODEL: CONCORD II ELEVATION B ADDRESS: 12345 MAIN STREET LOT / BLOCK: 100 / 100 SUBDIVISION: CITY: DRAWN BY: JOB # : DATE: 03/06/13 REBECA ACEVEDO 48612969 SCALE.: 1 /4"=1'-D' PLAN DATE: 08/01/2008 REVISIONS: 1. 2. 3. 4. IMPORTANT 111111110) This Drawing Must Be Approvq C E N . Returned Before Fabricatiop I Begin. For Your Protection QhArlo 70 Dimensions And Conditions33riir To Approval Of Plan. --a : • ct SIGNATURE BELOW INDICAT-AL$TATE OF -"W NOTES AND DIMENSIONS p 'N� BEEN ACCEPTED. BY ---- —------ ------ Date_e _ 'NV 1 Requested Delivery Date: 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301 f 0 FL _o L .-a o CU O -1-a o .J J J Z 10 Z o Q J U U i'- z Z 0 LL m��LL0U6 W Q Q Q W W �z �°C� Z _ 00 W Z U oQ.. m = 2 2 ) -5 ❑❑❑❑❑ 0 z 0 o IL o > O V) w w o LN � I a r — J Z Q Q QU J �� O ch a mCD J CD W (tJ) � z Z o0 N � = O W Z :�E � a0�o Z �- z Q o Z ISSUE DATE AUGUST 01, 2008 REVISION DATE 08122108 REV MEMO SHEET TRUSS ELEV B -- -7-7 -, iFF_, 1 Hatch Legend VAULTED 2/12 CLO ELEVATION "B" ROOF FRAMING - 2 1/2 CAR GARAGE - 140-150 MPH 1 /411 = 1'-011 TRUSS CONNECTOR INFORMATION: (UNLESS NOTED OTHERWISE) -ALL WOOD FRAME TO TRUSS CONNECTIONS TO BE SIMPSON H7S20 W/ (2) 16D COMMON TOENAILS. -ALL MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20. -ALL TAGGED CONNECTORS REFER TO THE CONNECTOR SCHEDULE ON SHEET S1. -CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON THE "S' SHEETS. -IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONENT, THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. -CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. - ALL TRUSS TO MAIN STRUCTURE CONNECTION TO BE ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES M 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. CAUTIONNI. DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND SSCI-131 SUMMARY SHEETS, ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC,) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification BY Customer Within 48 Hours And Investigation By ProBuild. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6/12 ROOF TRUSS FLOOR TRUSS CEILING PITCH: 2/12 QTY ID MODEL ROOF UPLIFT SYMBOL OTY ID MODEL FLOOR UPLIFT SYMBOL TOP CHORD SIZE: 2 X 4 0 A* LUS24 895 490 0 A HTU26 2940 1555 ,.A BOTTOM CHORD SIZE: 2 X 4 0 C HTU26-2 2940 2175 10 A HTU26 3600 1555 .A 0 E HGUS28-2 435 2155 ,E OVERHANG LENGTH: 12" 0 B HTU28 4680 2140 a 0 G HGUS28-3 4355 2155 e 0 C HTU26-2 3600 2175 c 0 J HGUS210-4 9100 4095 END CUT: PLUMB 0 D HTU28-2 4680 3485 0 L HHUS46 270 1550 CANTILEVER: NIA 0 E HGUS26-2 5320 2155 0 M THA422 3695 1855 -0 0 F HGUS28-2 7460 3235 X 0 N THAC422 665 535 N TRUSS SPACING: 24" 0 G HGUS26-3 5230 2155 G 0 U THA426 4550 1855 � 0 H HGU528-3 7460 3235 "+ P SPECIAL BUILDING CODE: FBC2010 0 J HGUS2104 9100 4095 ACCESSORIES K SPECIAL 3x8 NAIL ON PLATES BEARING HEIGHT SCHEDULE ACCESSORIES SEAT PLATES 3x8 NAIL ON PLATES SCREWS BOLTS 8 SEAT PLATES QTY MODEL CITY MODEL SCREWS BOLTS SDS 1/4" x 3" 1/2" x 8" CARR, BOLTS QTY MODEL QTY MODEL SDS 1/4" x 4-1/20 1/2" WASHERS SDS 1/4" x 3" 1/2" x 8" CARD. BOLTS SDS 1/4" x 6" 1/2" NUTS SDS 1/4" x 4-1/2" 1/2" WASHERS A :' :: HTU26 C': ::'HTU26-2 L HHUS46 SDS 114" x 6" 1/2*" NUTS 1 PLY TYP, PLY TYP, FLOOR TYP, MISCELLANEOUS ROOF TRUSS QTY' MODEL QTY MODEL VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER MAIN WING FORCE RESISTING SYSTEMIC-C HYBRID WIND ASCE7-10 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY II WIND LOAD 150 MPH WINO IMPORTANCE FACTOR 1.00 TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIKE LOAD NONCONCURRENT WITH ANY OTHER.. LIVE LOADS 90 •ar TCLL: 20 PSF TCDL: 7 PSF BCDL: 10 PSF TOTAL: 37 PSF DURATION: 1.25 FLOOR TRUSS TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAMS REVIE W THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE W7H SECTION R301 OF THE 2010 FLORIDA SUILWNG CODE RESIDENTIAL TIME ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS MANUF LAYOUT TO DETERANNE ANY LOAD BEARING (ONDVTIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER SEALED FOR STRUCTURE ONL Y 080i 0`s w PROJECT: ELEV. B EXT GAR CONCORD II MODEL: ELEVATION B EXT ADDRESS: GAR LOT / BLOCK: SUBDIVISION: CITY: DRAWN BY: JOB # : DATE: 03/18/13 Jorge Paredes SCALE: 114" =V-0", PLAN DATE: 08/01/2008 REVISIONS: 1. 2. 3. 4. IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will ���``�i�p Begin. For Your Protection Check �P� •• o'd•' �-�c N •- Dimensions And Conditions Pri • ::.. ........ Approval Of Plan. ?** ; No ••* = FLOOR LOADING SIGNATURE BELOW INDICATE!ALi NOTES AND DIMENSIONS HACl/ :CC TCLL: 40 PSF BEEN ACCEPTED, �� .. S •;,08 Airport Road TCDL: 10 PSF O '• ` '"ant City, FL 33563 By ___-�-______-------.Date__ Date---- ,�'' •� ��e�'�'h. (813) 305-1300 BCDL. 5 PSF .","*I. ' Ir�,t_ .�% Fax (813) 305-1301 TOTAL: 55 PSF Requested Delivery Date: DURATION: 1.00 O CU --'V- U 0 m v Cj) o CU O O J J Z Q Z Q J U 0 o� p 0 �-, z z 0 J U- m Q LL 0 oCd < WW W 0 z Z y _ Q mWz0-) C) ❑ ❑ ❑ ❑ ❑ U z 0 CL 0 LA > O 0 Lw w O LO r� . 01) rr 0 T - J Z Q 0 #� z J Z� O � 0 m 0 JU K W �, CD EL Z EO ONCO _ OCO w E a 0= �o Z 'Z Q o U - Z ISSUE DATE AUGUST 01, 2008 REVISION DATE 08122108 REV MEMO SHEET TRUSS ELEV B I ELECTRICAL NOTES: I DISP II I '-OPT lz i ON-Q BOX 1 (16" X 28") 1,-ATTACH I N i TO STUD - i I Eil SECURITY BOX (14X 14") F -CLOSET N r-' _WALL — —r TYP. STUD - 2'-0" L AT 24" O.C. A )OP . 0 1NQ SEC. DTL. _0 ELECTRICAL PLAN 1 /411 — 1 1_011 STD. PRE -WIRE FOR -- . COACH LIGHTS (NOTE: COACH LIGHTS ARE OPT.) SEE ELEV. FOR LOCATION PROVIDED WITH OPT. ON Q SECURITY DETAIL ONLY OPT. ON Q SECURITY DTL. ELEC. METER 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 FLEX OUTLET WP WEATHERPROOF DUPLEX OUTLET F GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET Ha DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH _t3 THREE-WAY SWITCH FOUR-WAY SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE Flp- RECESSED INCANDESCENT LIGHT FIXTURE PG LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT 24 24" FLOURESCENT LIGHT FIXTURE 48 48" FLOURESCENT LIGHT FIXTURE 4 EXHAUST FAN ,Q, EXHAUST FAN/LIGHT COMBINATION © ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) so COMBINATION CARBON MONOXIDE I SMOKE DETECTOR UNIT TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) THERMOSTAT ® SUPPLY GRILL 171 RETURN AIR GRILL 171 TRANSFER GRILL tii ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH c OPTIONAL PREWIRE AND ROUGH -IN FOR CEILING FAN 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' TELEVISION .......... 14" 3. ALL COMBINATION CARBON MONOXIDE 1 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 i 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. 2005, F.B.C. 2004, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. OPTIONAL SECURITY SYSTEM KEY @ MOTION DETECTOR KP KEYPAD OPTIONAL AUDIO SYSTEM KEY sw SUB WOOFER 0 DATA ❑s SATELLITE ® WIRELESS ACCESS POINT vc VOLUME CONTROL s� SPEAKER PREWIRE NOTES: 2, SPEAKERS IN MASTER BATH CONNECTED TO AUDIO IN MASTER SUITE ITEMS INDICATED AS OPTIONAL ARE SHOWN FOR LOCATION PURPOSES ONLY. 0 c:" o V U m �J O O O J J J 0 U 0 Z Z Q J U � jr i-zZ0OJ f= Q LL 0 ui Q Q W W W 0 m z Zo ? �Z 0 a: Q m(1) z 0 ) ❑ ❑ ❑ ❑ ❑ U Z o w IL > D w cn 0 w ry v J Z 0 .I z U z 5 Q Z 0 0 m 0CL c.� W J z n oa 0 Nm m = = w CD O_ Elf o Z � z O Q 0g U z J Z 0 ISSUE DATE AUGUST 01, 2008 REVISION DATE 08122108 REV MEMO 03125113 REV MEMO SHEET ELECTRICAL PLAN HVAC NOTES/SYMBOLS: ALL CONSTRUCTION SHALL COMPLY WITH LOCAL BUILDING CODES AND THE STATE ENERGY CODE. OBTAIN REQUIRED PERMITS AND INSPECTIONS. THE MECHANICAL INSTALLER IS TO VERIFY ALL CLEARANCES AND ACCESS SPACE BEFORE FABRICATION OR INSTALLATION OF ANY HVAC WORK. INSTALL 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. SEALALL DUCTWORK PER UL181P. PROVIDE A FIRE STAT IN THE RETURN AIR PLENUM OF ALL AIR HANDLING UNITS. MOUNT THERMOSTAT 60" ABOVE FLOOR. CONDENATE DRAIN LINE TO SPILL ON GRASS. G.C. TO PROVIDE UNDERSLAB DRAINS, CHASES, AND AIR HANDLER PLATFORMS. EXHAUST -EXHAUST FAN FAN + LIGHT = THERMOSTAT, MOUNTED AT 60" A.F.F ®= LENGHT OF DUCTWORK IN FEET -AIR MIXING BOX HEIGHT z 12x17x17xHEIGHT A=13" B=17" = AIR MIXING BOX C=13" 14x16x16xl2xHEIGHT D=15" ❑= AIR MIXING BOX 23x23xHEIGHT CARRIER SPLIT FURNACE AIR HANDLER MARK: AHU UNIT MODEL NUMBER: 58CVA090 SUPPLY FAN CFM/SP: 1000/.4 SUPPLY FAN HP: 1/3 UNIT VOLTAGE: 120/1/60 UNIT DIMENSIONS HWD: 33x14x29 UNIT WEIGHT: 140 LBS COIL MODEL: CNPVHP3014ACA EXPANSION VALVE: CONDENSER MARK: CU UNIT MODEL NUMBER: 24ABA33OA003 UNIT VOLTAGE: 208/230/l/60 UNIT MCA/BREAKER: 192/30 UNIT DIMENSION HWD: 30x23x23 UNIT WEIGHT: 138 LBS TOTAL COOLING BTUH: 29,000 SENSIBLE COOLING BTUH: 22,200 TOTAL HEATING BTUH: 88,000 SEER/AFUE 1410.8 CARRIER SPLIT HEAT PUMP AIR HANDLER MARK: AHU UNIT MODEL NUMBER: FE4BNF003 SUPPLY FAN CFM/SP: 700-1225/.4 SUPPLY FAN HP: 1/2 UNIT VOLTAGE: 208/230/1/60 UNIT DIMENSIONS HWD: 54x21x23 UNIT WEIGHT: 150 LBS HEATSTRIP KW: 5 HEATSTRIP MCA/BRKR: 28.4/30 CONDENSER MARK: Cu UNIT MODEL NUMBER: 25HBA33OA003 UNIT VOLTAGE: 208/230/1/60 UNIT MCA/BREAKER: 19.8/30 UNIT DIMENSION HWD: 45x31x31 UNIT WEIGHT: 200 LBS TOTAL COOLING BTUH: 29,800 SENSIBLE COOLING BTUH: 22,000 TOTAL HEATING BTUH: 30,800 SEER/HSPF 15.0/8.5 HVAC PLAN 1 1411 = 1 1-011 O c: d U _ �M O W O cu O -1-1 J cj Z —z Q J . ()Uo�pU Z O J Z m Q LL 0 o< wW W 0 � ~ O z r _ G = w W W z 0 � m U) ❑ ❑ ❑❑ ❑ U z C-2) w D O L w cn w Of LL c� Z_ O ° U z z Z 0 loo W j O 0 r� z � � U o0 ON m w 00 z � o } z o g Q U z_ Z ISSUE DATE AUGUST 01, 2008 REVISION DATE 08122108 REV MEMO 03125113 REV MEMO SHEET HVAC PLAN CHEMICAL TERMITE TREATMENT NOTES 1. " A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER AND ELECTRICAL PANEL." 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" FROM BUILDING SIDEWALLS. 3. IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN V-0" OF THE BUILDING SIDEWALLS. 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTICIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL. 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL IS COMPLETE. 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED AND FORMED. 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. 8. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF THE STRUCTURE SIDEWALLS. 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED, 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FORM BELOW AND WITHIN V-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING. WIND DESIGN CRITERIA WIND SPEED (MPH) 140 WIND IMPORTANCE FACTOR + BUILDING CATEGORY II WIND EXPOSURE C INT. PRESSURE COEF. +/- 0.18 ROOF HEIGHT 15 R OF UEOPE 25 EXPOSURE ADJ. COEFF. 1.21 ALL WIN IS AND WALK DOOR5 BHA= UIA AREA (61F) POSIT E PSF) NEGATIVE (PSF) 10 42.7 -57.1 15 41.7 -55.2 20 40.8 -53.2 25 40.4 -52.4 30 39.9 -51.5 25 39.5 -50.7 40 39.1 -50.0 45 38.7 -49.1 50 38.2 -48.2 75 37.3 -46.3 100 36.3 -44.4 500 31.8 -35.5 ALL GARAGE DOORS-SWLILL HAVE A 56 38.0 -47.7 112 36.2 -44.1 COMPONENTS AND CLADDING ROOF 10 24.6 -100.6 20 22.4 -94.0 50 19.5 -85.3 100 17.3 - 8.8 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 31.8 -35.5 OVERHANGS (PSF) -133.83 CONNECTOR SCHEDULE UPLIFT CAPACITIES ARE BASED ON SOUTHERN YELLOW PINE (S.Y.P.) UNI ESS NOTED OTHERWISE SIMPSON ID QTY. CONNECTOR UPLIFT FASTENERS T1 1 HTSM16,20 1175 (8) 1OD W/ (4) 1/4"x2 114" TITEN T2 1 T3 1 MSTAM24 1500 (9) 1OD W/ (5) 1/4N2 1/4" TITEN T4 1 LTT20B 1500 (10) 10D T5 1 LTA2 1425 (10) 10Dx1 1/2" T6 1 HETA20 1810 (9) 10Dx1 1/2" T7 1 HTT4 4455 (1) 5/8" A.T.R.** (18)-5D#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.** WI (16) 10d T12 1 HGT-3 (3PLY MEMBER) 10530 (2) W4" 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) 10D T20 1 ST6224 2540 T21 (3) HTS20 4350 (72) 1OD 1 1/2" OR (72) 1OD T22 (4) HTS20 5800 (96) 1OD 1 1/2" OR (96) 1OD T23 (1) LGT2 2050 (30) 16D SINKERS T24 (1) LGT3-SDS2.5 3685 26) 16D SINKERS (12) SIDS 1/2" 1/2" T25 1 LGT2 2050 0 16D SINKERS T26 (1) LGT3-SDS2.5 3685 (26) 16D SINKERS & (12) SIDS 1 /4"x2 1/2" OOD TO MASONRY UPLIFT LESS THAN 1810# USE SIMPSON HETA20 OOD TO WOOD UPLIFT LESS THAN 455# USE SIMPSON H5 W/ (8 80 OOD TO WOOD UPLIFT LESS THAN 145047 MORE I HAN 4bbl; KLUUIRE H 1 62uw CONC. 8" WIDE TIE -BEAM USING SIMPSON EPDXY -TIE DENO I ES ALL I HKEAD ROD 10 BE - EMBEDDED 12" MIN. AND SEGURED W/ IMPSON SET EPDXY OR EQUAL, EPDXOIED ALL THREAD ROD UPLIFT CAPACITIES EMBEDMENT 1/2" DIA. 5/8" DIA. 6" 1920 # 3768 # 8" 2560 # 5024 # 1 W 3200 # 5900 # 12" 3700 # 5900 # NOTE: THESE VALUES ARE BASED ON A307 STEEL ALL THREAD RODS AND SIMPSON SET HIGH STRENGTH EPDXY. THE USE OF HIGHER STEEL WILL YIELD GREATER UPLIFT CAPACITIES FOR DEEPER EMBEDMENTS, INSULATION WALLS: CMU WALLS: R-FOIL 4.1 FRAME WALLS: R-11 CEILING: R-30 INTERIOR FRAME KNEE WALLS: R-19 (WALL THAT BACK UP TO CEILING AREA ONLY) 1. CODES AND REFERENCES 1.1 2010 FLORIDA BUILDING CODE RESIDENTIAL CODE 1.2 AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318) 1.3 AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (ACI-530/ ASCE-5/TMS 402 AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530 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 ENGINEER 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 FHEREBY CERTIFY THAT I HAVE REVIEWED THE TTACHED DESIGN AND FOUND IT TO BE IN OMPLIANCE WITH SECTION R301 OF THE 010 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" Q.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 V-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) 1AN2 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 �� ��; •�CENS�•.;5� 0 706 r r tic • 4 O ,p•.e rr,p;sreta, TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDInONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONL Y ry w U) U Z Q m J U U J j J J IL W Q W J O Q Q > 10Z Q 1 W mU Q ILL O _ _ _ ❑ ❑ ❑ ❑ ❑ U z C Q Jw 0 0 w ry Ir 0 W = w !!!��! 0 z a. J J 0 Q O (.3 z J r m W 0 U 0 N0 0 0 0 Nm m = L U) r I- w rn = z Qo Z z C) Q Z z_ ISSUE DATE APRIL 2006 REVISION DATE 06116109 0412012012 SHEET S1 STRUCTURAL DETAILS I STORY I44MPH 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 _ ELEVAND FLOOR._AT 0'-0" _ _ 1 ST FLOOR FF 4 —4 a a — -- Q' d d \ °I I a /xx \/\\ d 6" LAPPED AND\ \\ a a a \\\/\�/ TAPED 6" MIL. V.B. /\�\�/ 4 (2) #5 REBAR CONT. -- _--__- ON #3 WIRE CHAIRS @ 6-0" O.C. TYP. SOIL TO BE TREATED FOR TERMITES OR UTILIZE BORAGARE TERMITE TREATMENT TO ALL WOOL: STEP DOWN AT WOOD FRAME INTERIOR BEARING WALL 5/8" DIA. X 8" SIMPSON TITEN HD ANCHORS W/ 2" DIA. WASHERS MAY BE USED IN LOCATIONS WHERE ANCHOR BOLTS HAVE BEEN MISSED, OR RENDERED UNUSABLE DURING CONSTRUCTION. ANCHOR BOLT NOTE RECESS SLAB 1-1/4" DEEP 5-1/2" WIDE FOR 2 PANEL DOORS - EXTERIOR BLOCK 7" WIDE FOR 3 PANEL DOORS WALL BEYOND 9" WIDE FOR 4 PANEL DOORS 4" CONC. PATIO SLAB ELEV AT 04' — -- — �d1ST FLOOR FF 1 ti n SLAB RECESS AT SLIDING GLASS DOOR / ---112" DIA. X 10" W/ 1 1/4" BEND ANCHOR BOLTS @ 24" O.C. (MIN.) O.C. USE 2" DIA. X 1/8" 1/2" DRYWALL- WASHER EMBED A MIN. OF 6" INTO CONCRETE. ANCHOR BOLTS SHALL BE SPACED @ WOOD BASE 24" O.C. IF WALL IS BEARING FOR BOTH ROOF AND FLOOR. ELEV AT 0'-0" ? 1ST FLOOR FF Q° 4 d N//\ (1) 6" LAPPED AND TAPED 6" MIL. V.B. ----(2) #5 CONT. 3" SOIL TO BE TREATED FOR "TERMITES-- - - -.-_ CONC. COVERAGE OR UTILIZE BORAGARE TERMITE TREATMENT TO ALL WOOD FINAL FRAME - -1'-4" SINGLE FLOOR LOAD BEARING V-8" SECOND FLOOR LOAD BEARING W/ (3) #5 CONT. (@ 2 STORY) INTERIOR BEARING WALL FOOTING --DOOR -SEE FLOOR PLAN FOR SPECS ,----THRESHOLD IN FULL 4 BED OF CAULK M I[T d - d r" — /\\/\\ j\\\\ x�\\\% COLD JOINT SEE FOUNDATION PLAN' FOR FOOTING SPECS EXT. OUTSWING DOOR DTL N.T.S I / ELEV AT 0'-0" 1 ST FLOOR FF SLOPE SIMPSON HETA20 TYP. --- TEXTURED CEMENT____. FINISH NJ INSULATION R-30 F - KNOCK -OUT BLOCK WITH (1) #5 ROD CONT. TL 1_ 1= Iz - (1) #5 REBAR CONT. FROM FTG. TO KNOCK uj OUT BLOCK TIED @ 25" ABV. SLAB & POURED SOLID WITH CONCRETE TYPICAL ALL u- CORNERS. 0. !C) °0iw IU) 1X2 PT FURRING CONT. I� i� --1 /2" DRYWALL l7 - WOOD BASE I _.... _- CID GRADE r r T - o 6" LAPPED AND TAPED 6" MIL. V.B. ELEV AT 0'-0" 1 ST FLOOR FF TWO STORY NOTE: S OIL TO BE TREATED FOR TERMITES 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. 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. (1) #5 REBAR CONT.--- ON #3 WIRE CHAIRS SOIL. TO BE TREATED FOR TERMITES @ 6-0" O.C. TYP. OR UTILIZE BORAGARE TERMITE TREATMENT TO ALL WOOD r�OMIFONFNTCD a FINAL FRAME TH ICKEN ED SLAB AT ENTRY STOOPS, AND LANAI SLABS GRADE ! lX2 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 i' WITH CONCRETE. ELEV AT 0'-0" 1 ST FLOOR FF — — — c 4 ad vd r ° �— — — �. ---- `K-- \�\� G n /��%- %�/ 6" LAPPED A TAPED 6""' MI ND V.B. \�/ SOIL. TO BE TREATED FOR TERMITES (2) #5 REBAR CONT. ON #3 WIRE CHAIRS @ 6'-0" OR UTILIZE BORAGARE TERMITE O.C. TYP. TREATMENT TO ALL WOOD ,STEP DOWN AT CONCRETE BLOCK BEARING WALL 1/2" DRYWALL WOOD BASE ELEV AT_V-0" -- -1 ST FLOOR FF - d d 6" LAPPED AND TAPED 6 MIL. SOIL TO BE TREATED FOR TERMITES V.B. OR UTILIZE BORAGARE TERMITE �'8„ 8., TREATMENT TO ,ALL WOOD (1) #5 REBAR _- --= ' � �_.___-- CONT. ON #3 WIRE LOMFONEN75 CHAIRS @ 6-0" O.C. TYP. •INTERIOR NON -BEARING WALL d f, a n A d d 1 / d U m ©) ° 2 d ad i ° II d I d ° - d d ° d EMBEDDED a d LAP SPLICE r d 4� da n d Q a #3 2-1/2" #4-2-1/2" 4 #5 2-1/2" d STANDARD 90° HOOK STANDARD 180° HOOK REBAR LAP EMBEDMENT AND HOOK SCHEDULE 10 FOOTING AT STEP DOWN SLOPE > EXTR. BIJ WALL ------ 13" WIDE X 3/4 BEYOND DEEP PITCH SLAB: '' EXPANSION JOINT TO DRIVE - CONCRETE DRIVE �`GARAGE �' TO STREET I, ELEV AT 0.4. 1ST FLOOR FF 11 SLAB RECESS AT GARAGE DOOR REQUIRED LAP SPLICE, EMBEDMENT, AND HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 60 BAR BEND LENGTH LAP BEND LENGTH LAP SIZE DIAMETER SPLICE DIAMETER SPLICE A B' `' C D A B" C f D" #3 1 7/8 4 1 /4 7 15 2 1 /4" 4114 9 1 /4 18 � 2 1I2 5518 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 7f 16 14 30 4 1 /2" 8 7/16 18 1 /2 36 #7 4 318 9 13/16 16 1/2 35 5 1 /4" 9 13/16 21 3/4 42 #8 _ _ _ _ 8" 11.25 24 3/4 48 #9 _ _ _ _ 9" 12.66 28 54 #10 _ _ _ _ 10" 14.06 31 60 #11 _ _ _ _ 11" 15.46 341/4 66 RETAINING STEMWALL MATRIX FOR 2' 8" TO 7' 4" FT WALLS "L" HEIGHT IN FEET ARGUMENT 2.8 3,33 4.0 4.67 5.33 6.0 6.67 7.33 2'4" 3'-4" 4'4" 4'-8" 64" 6'4" 6'-8" 7'4" A 8 8 8 8 8 8 8 8 B 48 48 48 40 32 24 16 8 C 3 3 3 3 3 3 3 4 D (INCHES) N/A N/A 48 48 48 36 36 36 G (INCHES) 4 4 12 12 12 12 16 16 H (INCHES) 8 8 8 8 8 12 12 12 W (INCHES)+ 20,16 20,16 20,16 20,16 20,16 24,20 24,20 30,24 Y N/A N/A + (2 STORY, 1 STORY) RESPECTIVELY -MASONRY WALL OF BUILDING -PAVERED POOL DECK L/2 MIN. -' 4" SLAB M � z #5 90° HOOK, EA. VERTICAL � Q 6" THICK SLAB @REBAR r WELL COMPACTED CLEAN FILL SOIL PER LOCAL BUILDING RESTRICTIONS -j -- -(A) x 16" EMU. HORIZONTAL DUR-A-WALL - - - (1) #5 VERTICAL EA. COURSE (B) INCHES O.C. #5 DOWEL HOOK, EA. VERT. - - (C) #5 CONTINUOUS z -GRADE* g Q o -' SOIL TO BE TREATED FOR TERMITES ' ! C'COMPONENTS a FINAL- FRAME- � OR UTILIZE F3ORAGAREa TERMITE d 4 ;? � a TREATMENT TO ALL WOOD 3000 PSI--- - Wf2 , (1) #5 @ (D) O.C. W CONCRETE 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 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 (SIMPLY SUPPORTED) IT TOBIN 0� U) TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (873) 960-5085 PHONc (873) 482-9128 FAX JEREMYCDUCH, P.E. PROFESSIONAL ENGINEER A' 70658 k HEREBY CERTIFY THAT i HAVE REVIEWED THE ATTACHED \`�.MY ,C0 CU,rvIt�L1A,'ViAN W17N SECTION ��R:JD1 ,�� ••••. �(1 OF THE 2010 FLORIDA BUILDING E NSe.•�/ CODE; RESIDENTIA!_. NO 70 . \ THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED •. I � TRUSS MArb'UF. t_AYOU? ?0 DETERMINE ANY LOAD BEARING �� � ,��1 •� CONDITIONS AND RESERVES THE F}'tGNT TO A/rP,KE ANY CHANCES '�ip`'�• - � �.' � �� AFTER TRUSS LOAD R t�•' {'q ���� INFORMATION IS SUPF'UED TO 14", tfj �r{'_ ' THE ENGINEER. Y SEALED FOR STRUCTURE ONL Y z RETAINING STEMWALL MATRIX FOR 2' 8" TO 7' 4" FT WALLS "L" HEIGHT IN FEET ARGUMENT 2.8 3,33 4.0 4.67 5.33 6.0 6.67 7.33 2'4" 3'-4" 4'4" 4'-8" 64" 6'4" 6'-8" 7'4" A 8 8 8 8 8 8 8 8 B 48 48 48 40 32 24 16 8 C 3 3 3 3 3 3 3 4 D (INCHES) N/A N/A 48 48 48 36 36 36 G (INCHES) 4 4 12 12 12 12 16 16 H (INCHES) 8 8 8 8 8 12 12 12 W (INCHES)+ 20,16 20,16 20,16 20,16 20,16 24,20 24,20 30,24 Y N/A N/A + (2 STORY, 1 STORY) RESPECTIVELY -MASONRY WALL OF BUILDING -PAVERED POOL DECK L/2 MIN. -' 4" SLAB M � z #5 90° HOOK, EA. VERTICAL � Q 6" THICK SLAB @REBAR r WELL COMPACTED CLEAN FILL SOIL PER LOCAL BUILDING RESTRICTIONS -j -- -(A) x 16" EMU. HORIZONTAL DUR-A-WALL - - - (1) #5 VERTICAL EA. COURSE (B) INCHES O.C. #5 DOWEL HOOK, EA. VERT. - - (C) #5 CONTINUOUS z -GRADE* g Q o -' SOIL TO BE TREATED FOR TERMITES ' ! C'COMPONENTS a FINAL- FRAME- � OR UTILIZE F3ORAGAREa TERMITE d 4 ;? � a TREATMENT TO ALL WOOD 3000 PSI--- - Wf2 , (1) #5 @ (D) O.C. W CONCRETE 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 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 (SIMPLY SUPPORTED) IT TOBIN 0� U) TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (873) 960-5085 PHONc (873) 482-9128 FAX JEREMYCDUCH, P.E. PROFESSIONAL ENGINEER A' 70658 k HEREBY CERTIFY THAT i HAVE REVIEWED THE ATTACHED \`�.MY ,C0 CU,rvIt�L1A,'ViAN W17N SECTION ��R:JD1 ,�� ••••. �(1 OF THE 2010 FLORIDA BUILDING E NSe.•�/ CODE; RESIDENTIA!_. NO 70 . \ THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED •. I � TRUSS MArb'UF. t_AYOU? ?0 DETERMINE ANY LOAD BEARING �� � ,��1 •� CONDITIONS AND RESERVES THE F}'tGNT TO A/rP,KE ANY CHANCES '�ip`'�• - � �.' � �� AFTER TRUSS LOAD R t�•' {'q ���� INFORMATION IS SUPF'UED TO 14", tfj �r{'_ ' THE ENGINEER. Y SEALED FOR STRUCTURE ONL Y z + (2 STORY, 1 STORY) RESPECTIVELY -MASONRY WALL OF BUILDING -PAVERED POOL DECK L/2 MIN. -' 4" SLAB M � z #5 90° HOOK, EA. VERTICAL � Q 6" THICK SLAB @REBAR r WELL COMPACTED CLEAN FILL SOIL PER LOCAL BUILDING RESTRICTIONS -j -- -(A) x 16" EMU. HORIZONTAL DUR-A-WALL - - - (1) #5 VERTICAL EA. COURSE (B) INCHES O.C. #5 DOWEL HOOK, EA. VERT. - - (C) #5 CONTINUOUS z -GRADE* g Q o -' SOIL TO BE TREATED FOR TERMITES ' ! C'COMPONENTS a FINAL- FRAME- � OR UTILIZE F3ORAGAREa TERMITE d 4 ;? � a TREATMENT TO ALL WOOD 3000 PSI--- - Wf2 , (1) #5 @ (D) O.C. W CONCRETE 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 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 (SIMPLY SUPPORTED) IT TOBIN 0� U) TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (873) 960-5085 PHONc (873) 482-9128 FAX JEREMYCDUCH, P.E. PROFESSIONAL ENGINEER A' 70658 k HEREBY CERTIFY THAT i HAVE REVIEWED THE ATTACHED \`�.MY ,C0 CU,rvIt�L1A,'ViAN W17N SECTION ��R:JD1 ,�� ••••. �(1 OF THE 2010 FLORIDA BUILDING E NSe.•�/ CODE; RESIDENTIA!_. NO 70 . \ THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED •. I � TRUSS MArb'UF. t_AYOU? ?0 DETERMINE ANY LOAD BEARING �� � ,��1 •� CONDITIONS AND RESERVES THE F}'tGNT TO A/rP,KE ANY CHANCES '�ip`'�• - � �.' � �� AFTER TRUSS LOAD R t�•' {'q ���� INFORMATION IS SUPF'UED TO 14", tfj �r{'_ ' THE ENGINEER. Y SEALED FOR STRUCTURE ONL Y z (SIMPLY SUPPORTED) IT TOBIN 0� U) TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (873) 960-5085 PHONc (873) 482-9128 FAX JEREMYCDUCH, P.E. PROFESSIONAL ENGINEER A' 70658 k HEREBY CERTIFY THAT i HAVE REVIEWED THE ATTACHED \`�.MY ,C0 CU,rvIt�L1A,'ViAN W17N SECTION ��R:JD1 ,�� ••••. �(1 OF THE 2010 FLORIDA BUILDING E NSe.•�/ CODE; RESIDENTIA!_. NO 70 . \ THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED •. I � TRUSS MArb'UF. t_AYOU? ?0 DETERMINE ANY LOAD BEARING �� � ,��1 •� CONDITIONS AND RESERVES THE F}'tGNT TO A/rP,KE ANY CHANCES '�ip`'�• - � �.' � �� AFTER TRUSS LOAD R t�•' {'q ���� INFORMATION IS SUPF'UED TO 14", tfj �r{'_ ' THE ENGINEER. Y SEALED FOR STRUCTURE ONL Y z U Z Q >- � O � U J J J J J W Q Q p � > Q � � Z Q Z J W mUtJiOjIL U Z � J w Ly � Q w O � w � o r r� V = J J � O Lb m r ch W 0 0 V z O ISSUE DATE APRIL 2006 REVISION DATE 06/96/09 0412012012 SHEET TOP TIC QCAAA 10D COMMON @ 16" O.C. (4) 10D COMMON SIMPSON SP2 CONC. BLK WALL 1/2" DIA. ANCHOR BOLTS AT 24" O.0 W/ NUT AND WASHER. (1) SIMPSON SP1 TYP.- USE 1/2" DIA. A.B. OR SIMPSON TITEN HD (5/8" X 6") @ 24" O.C. 1/2" DIA. X 10" W/ 1 1/4" BEND ANCHOR BOLT @ 24" O.C. MIN. EXT. & 24" MIN. INT. USE 2" DIA. X 1/8" WASH. EMBED A MIN. OF 6" INTO CONCRETE CELL TO BE FILLED W/ CONC. TO FOOTING. (2) SIMPSON SP1 @ EA. STUD. i TO BE USED AT ALL INTERIOR AND EXTERIOR LOAD BEARING WALL MASONRY/WOOD CONNECTIONS INTERIOR WOOD STUD BEARING WALL AND EXTERIOR WALL ATTACHMENT EMBED ACI STD. - HOOK IN BOND BM. EMBED ACI STD. HOOK IN FOOTING .4- MASONRY WALL '---K.O. CMU BOND BEAM #5 BAR VERTICAL WALL REINF. GROUT CELLS SOLID (SEE PLAN FOR LOCATIONS) #5 DOWELS (SEE PLAN FOR LOCATION) LAP 25" MIN. -CLEAN OUT ELEV AT 0'-0" 1 ST FLOOR FF FOOTING (SEE PLAN) REINFORCED CELL DETAIL LOAD BEARING OR N EXTERIOR WALL- N S.P.F. STUDS AT 16" O.C. 2X STUD 8" C. M. U. 1X P.T. STUD #5 VERT. IN FILLED CELL 1/2" DIA. ANCHOR BOLTS AT 24" O.C. W/ NUT & WASHER OR TITEN HD. 2X P.T. PLATE 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 �AA- 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. r- 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" IL-1 I I ILJI - - — SOLID AREAS I L J I - ---SOLID AREAS ARE STEEL AND r ARE STEEL AND INTERIOR 1 1 I GROUT II L J II I r I GROUT WALL `I L J f I j - SAW CUT I- - - SAW CUT L J FULL 8X8X16 r TO101/2" I.I TO101/2" I.I BLOCK —DOOR OPENING— - I}--.- DOOR OPENING— + �■- { -- DOOR OPENING / ' • I FILL THIS CAVITY I . I - FILL THIS CAVITY I I -- -FILL THIS CAVITY - I WITH GROUT FROM I F -1 WITH GROUT FROM - WITH GROUT FROM EXTERIOR--1 I I FINISHED FLOOR I FINISHED FLOOR I F I FINISHED FLOOR Ir WALL L J GRADE TO LINTEL L J I GRADE TO LINTEL L J I GRADE TO LINTEL ABOVE - -1 ABOVE ABOVE ir�l IF-1 Ir�l Al L*j 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. )MASONRY DETAIL 2 25" LAP TYP. KNOCK -OUT BLK. W/ #5 CONT. FILL CELL W/ CONC. #5 VERT, z f` n. w w U) 25" LAP --KNOCK-OUT BLK. TYP. W/ #5 CONT. FILL CELL W/ CONC. Lo CL 5 STEPPED MASONRY WALL TIE BEAM DETAIL 8 7/8" ACTUAL 2" X 6" WHEN TRUSS HAS---.,, 2" X 4" TOP CHORD 2" X 6" TOP CHORD METAL FASCIA - --- VENTED METAL SOFFIT----------/ METAL SOFFIT DETAIL 6 THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PARE OR PORTION OF THE PLAN SET. TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. FILL CELL FULL W/ 3000 PSI MIN. GROUT AT 28 DAYS 25" MIN. OVERLAP (1) #5 REBAR (40ksi) EMBEDDED 6" INTO SLAB CENTER OF CELL. DRILL 3/4" X 6" HOLE AND EPDXY WITH SIMPSON SET EPDXY OR EQUAL. EXISTING FOOTING RETROFIT DOWEL DETAIL PRECAST LINTEL-REG. OR RECESS LINTEL COURSE---, ( AS NEEDED FOR TRANSOM HEIGHT II - - - - - - - - - - - - II FRAME INFILL--- - AROUND WINDOW �^� J II / \ -TRANSOM---, \ II j OPENING \ II PRECAST RECESS LINTEL (FILLED) II II II �- DOOR - II OPENING II LINTELS AT ENTRY DOOR WITH TRANSOM REBAR IN REBAR MAX SPAN ALLOWABLE MARK SIZE LINTEL IN KO CONFIGURATION (FT) LOAD (PLF) PC1 81lx8" 145 NO KO PRECAST LINTEL FILLED SOLID 6'-0" LINO " PC2 8"xl2" 145 NO KO FILLED PRECAST WITH 4" HALF BLOCK 14'-0" LINO " FILLED PRECAST W/ FILLED KO ABOVE VARIES PC3 8"xl6" 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 Wx%" 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 ME•N-,er to * . 0658 •O : t TAMPA CIVIL DESI CN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HERESY coR71FY 7HAr 1 HAVE REIEEMEn 7NE ATTACHO DES04 AND FM IT 70 BE IN COMPLIANCE 107H SEC71ON R301 OF 7HE 2010 FLQIMA BLMDM CODF. RENDEIN7IAL, 7HE ENG 04M HAS NOT RE ENED DIE PRE -EN 7RUSS A~ LAYOUT TO DEIERAIIIINE ANY LOAD BEARNMG CON01706 AND RESSM 7HE RIGHT 7V YAKE ANY CHANGES MAFORMANON 5 SUPPLIED 70 7HE ENI;WdM SEALED FOR STRUCTURE ONL Y U z Q 0 }=OUJ-� m j j Q J 0 W W p Z Q Q J W mU IJL O �❑❑❑❑❑ U z cA r J Q w 0 W 0 � W or W 0 Q = Z J �y J J 0 Q c1 u. � J LL �� O o L r 0 0 w 0 CN o 0 o-i 0 O N:D m U) qr D- a o - = Z Q Z Q Z v z Z ISSUE DATE "' 1 a REVISION DATE 06116109 04120120 92 SHEET S3 STRUCTURAL DETAIL S ROOF FRAMING — (2) 2X4 TOP r„ " lc /_--- (2 ;IMPSON ) SIMPSOI OR OPEN ESS THAT' QUAL TO -- HTT4 AT EA. E. EXTERIOR WINDOW FRAMING CONNECTION DETAIL OPENINGS GREATER THAN T-0" HEADER DETAIL EXTERIOR DOOR FRAMING CONNECTION DETAIL 10D COMMON @16"OC - ► 10D (4) 16D —DOUBLE -- (4)10D--\ r _-_--(3) /' COMMON EA. COMMON COMMON TOP PLATE COMMON i► - SIDE OF JOINT L r ui q � r -STUDS @ 16D DOUBLE COMMON STUD 16" OC @ 16" OC °` --16D COMMON PT BOTTOM @ 16" OC F PLATE �� (2) 8D (2) 8D COMMON COMMON (2) 16D- r q COMMON r --(2) 8D (4) 16D COMMON 4 STUD CORNER COMMON DOUBLE END STUD TOP PLATE FASTENERS SIMPSON HD3E W/ 5/8" DIA A.B. OR A 5/8" DIA EXPANSION ANCHOR DOUBLE— , ----(2) 16D TOP PLATE 9 COMMON 5D COMMON 16" OC (3) 8D COMN MPSON H6 END STUD INTERIOR BOTTOM PLATE STUD SHOE FOR EXTERIOR 16D COMMON 8 BEARING WALLS, -- @ 16" OC 12D COMMON---- -_ (2) 3/4" DIA @ 12" OC ,,----(4) 16D • // THRU BOLTS JCOMMON COMMONn (4) 16 COMMON 4 STUD CORNER STRAPPING INFORMATION INTERIOR HEADER (NON -BEARING) TOP PLATE FASTENER SCHEDULE WIND LAPSPLICE NAILING @ SPLICE ALL OTHER NAILING 140-150 MPH (EXPOSURE C 24" 2-ROWS 10D @ 6" O/C 10D @ 8" O/C INTERIOR WALLS 140-150 MPH (EXPOSURE C 24" 2-ROWS 1OD @ 3" O/C 10D @ 8" O/C EXTERIOR WALLS) GENERAL WOOD ATTACHMENT DETAILS DNDUIT 1 1/2" R GREATER MPSON 3S3 MPSON 3S1 2) 2X4 W/ 1/2" 7LYWOOD SPACER 6D COMMON _a)8"OC COMMON @ 12" OC N (2) 2X4 LAMINATIONS W/ (1) ROW OF STAGGERED 10D COMMON WIRE NAILS (D=0.148, L=3") OR EQUAL <o 1 1/4" (3) 2X4 LAMINATIONS W/ (1) ROW OF STAGGERED 30D COMMON WIRE NAILS (D=0.207, L=4 1/2") OR EQUAL CIKAMC%f'%kl r Co40 nA"" � n V (3) 2X6 LAMINATIONS W/ (2) ROWS OF STAGGERED 30D COMMON WIRE NAILS (D=0.207, L=4 1/2") OR EQUAL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION 3) EACH 30D COMMON NAIL MAY BE REPLACED W/ (2) 16D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C. SAME NUMBER OF ROWS, SAME SPACING) 4) FOR 4-PLY, PROVIDE 1/4" DIA. X 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 5) FOR 5-PLY, PROVIDE 1/4" DIA. X 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION JYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS WOOD POST DETAIL E WOOD BEAM SEE PLAN SIMPSON MTS12 + (2) 16D COMMON TOENAILS @ EA. TRUSS USE (2) SIMPSON CS16 (AT CORNERS USE (1) SIMPSON CS16 @ EA. EXTERIOR FACE.) W/(4) 16D COMMON TOENAILS FROM BEAM TO COLUMN U.N.O. @ 4X4 USE ABU44 U.N.O. @ 6X6 USE ABU66 (2) 16D COMMON TOENAILS @ EACH TRUSS REQUIRED REGARDLESS OF STRAPPING SEE UPLIFT SCHEDULE NOTE: SP2'S ARE NOT REQUIRED IF SP4'S ARE USED FOR EACH STUD. TRUSS CONNECTION AT FRAME WALL (2) SIMPSON L (18) 10D NAILS ON HEADER APSON SP4 W/ (6) NAILS EACH E FLOOR PLAN R SIZE FASTEN WALL SHEATHING A' ALL AROUND 1 SIMPSON HTT HEADER DETAIL (SPAN GREATER THAN 4'-0" OR GIRDER TRUSS BRG. POINT) ,'0111111111111, `� I wAY Coll '�• ��=•V G E N s fi C''y * No 70658 TATE O 10 O R ' .,�e &/0 114 comfit 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 FIF.FWY CER7AP'Y THAT I HAVE RE1ENE'D 7HE ATTACHED DESIGN, AND FW IT 70 BE NCI COA*VA M W7H SEMM R301 OF 7HE 2010 FLORIDA BUILDING CODE RESIDIIN1111L 7W ENGNVM HAS NOT RENENED 7HE PRE-00SWEERIED 7WJSS YANUF. LAYOUT 70 DE7ERAMNE ANY LOAD BEARMJG COI+D(NONS AND REST: M 7HE RIGHT TO ALIKE ANY CHANGES AF7ER 7RUSS LOAD INFQIPA 77iEE 10 SEALED FOR STRUCTURE ONL Y U z j- m OUJJ � J J J 0 J i Q 0 0 Z �!' Q IW-- p<w m U LL O j D___m ❑ ❑ ❑ ❑ ❑ V Z VJ J o w w cn 0 O w W (� Q = CD o' Z _j>_� J Q u � � Cj �G. U z D O Lo o w 0cv � O N z 0 O �OO o N � m co ItCD o Q r r Fy = i 0 z og Q U z Z 0 ISSUE DATE REVISION DATE 06116109 0412012012 SHEET STRUCTURAL DETAIL S SEE NAILING SCHEDULE T FOR ATTACHMENTS APA RATED SHEATHING. SEE---_. NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12-- 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 @ INTERSECTING BLOCKING AND (1) SIMPSON LSTA12 TO 2X6 VERTICAL BRACE. PRE-ENGINEERED 1'4° o / r TRUSSES @ 24" O.C. MAX. /-----1/2" CEILING GYM BD W/ 5D COOLER NAILS 7" O.C. OR EQUAL, DIAPHRAGM AREA. (4 d BAY OR 8' FROM MASONRY WALL) IL2X4 BLOCKING ATTACHED W/ d (2) 16D TOENAILS EACH END, UNO. wiv— CATHEDRAL 1/2" CEILING GYPSUM BD OVER 7116" NOMINAL APA FLAT APPROVED SHEATHING. ATTACH SHEATHING W/ 8D NAILS 4" O.C. BOUNDARY, EDGES AND FIELD. 2X4 BLOCK (3) 1OD NAILS EACH END. NOTE: CROSS BRACING --1/2" GYM BD AND ALL BLOCKING TO BE REPEATED 48" O.C, TYP. GABLE END WITH FLAT CATHEDRAL APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N,O. (1) SIMPSON LSTA12----- STRAP 48" O.C. (1) SIMPSON LTA2 48" O.C. ATTACHED TO BOTTOM CHORD OF GABLE 8" MASONRY WALL W/ (1) #5 REBAR CONT. IN KNOCKOUT COURSE. 4 BAY OR 8'-0" MIN. TRUSS BOTTOM 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 GABLE TRUSS AND 2X4 "L" BLOCKING. 2X4 BLOCKING ATTACHED W/ (2) 16D TOENAILS EACH END, U.N.O. 10D NAILS 6" O.C. CONNECTING ----' v -----2X8 PT PLATE W/ 1/2" DIA. ANCHOR BOLTS BOTTOM CHORD OF GABLE TO 48" O.C. EMBED. MIN. OF 6" INTO 2500 P.S.I. 2X8 PT PLATE, CONT. GROUTED 8" BOND BEAM W/ (1) #5 CONT. SALT. MASONRY GABLE CONNECTION OVERLAP TRUSS BRACING AT LEAST ONE TRUSS SPACE PRE -ENGINEER TRUSS BRACING OVERLAP DETAIL SEE NAILING SCHEDULE TABLE FOR ATTACHMENTS APA RATED SHEATHING. SEE - NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12-- STRAP 48" O.G. (1) SIMPSON LTA2 48" O.C. ATTACHED TO BOTTOM CHORD OF GABLE APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. 2X4 DIAGONAL ATTACHED W/ (4)10D NAILS @ INTERSECTING BLOCKING. PRE-ENGINEERED TRUSSES @ 24" O.C. 1/2" CEILING GYM BD W/ 5D COOLER _ NAILS 7" O.C. OR EQUAL, DIAPHRAGM AREA. (4 BAY OR 8' FROM MASONRY WALL) —2X4 BLOCKING ATTACHED W/ (2) 16D TOENAILS EACH END, UNO. FLAT OR CATHEDRAL 8" MASONRY WALL—-----"_ Ll NOTE: CROSS BRACING W/ (1) #5 REBAR CONT. � AND ALL BLOCKING TO BE IN KNOCKOUT COURSE. ��- -1/2" GYM BD REPEATED 48" O.C. TYP. ., TYPICAL MASONRY GABLE END SEE NAILING SCHEDULE TABLE FOR ATTACHMENTS APA RATED SHEATHING. SEE--- NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12----- EACH END OF "L" BRACE. 2X4 #1, 2X6, OR 2X8 SYP. #2 - @ 16" O.C. SEE FLOOR PLAN FOR SIZING OF STUDS. 2X BLOCKING @ ALL -- SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. 2X4 DIAGONAL ATTACHED W/ (4) 10D NAILS @ INTERSECTING BLOCKING. r 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 FLAT OR CATHEDRAL NOTE: CROSS BRACING AND ALL BLOCKING TO BE REPEATED 48" O.C. TYP. TYPICAL FRAME WALL GABLE END HOOK TO MATCH ROOF PITCH 12"- MIN. HOOK LENGTH SEE FLOOR AND ,--ROOF LINE FOUNDATION PLANS FOR PLACEMENT OF VERTICAL FILLED CELL ---CEILING PITCH TO BE 1/2 \ 12 OF ROOF PITCH OR LESSER $" MIN. RAKED BEAM- ---- \ --] VARIES 12 TOP OF RAKED BEAM--- / / / VARIES/2' . ✓'_#5 CONT. W/ 3000 PSI CONCRETE CEILING DIAPHRAGM / \ I FILLED (SEE LAP SPLICE TABLE) e / \ / \ G L i VERTICAL FILLED CELLS @ 48" O.C. FOR GABLE WALLS EQUAL OR GREATER THAN 12'-0". PROVIDE INTERMEDIATE BOND BEAM @ 1 V-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.G. (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. Q 0 �r _-112" 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 --1/2" GYM BD NOTE: CROSS BRACING AND ALL BLOCKING TO BE REPEATED 48" O.C. TYP. GABLE SECTION LESS THAN 4'-0" HIGH APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. —COMPRESSION WEB SLOPING �f � � OR VERTICAL. 30 --CONTINUOUS PERMANENT LATERAL BRACE (CLB) PERMANENT DIAGONAL BRACE NAILED TO OPPOSITE SIDE OF WEB TO PREVENT LATERAL MOVEMENT AND SHOULD BE REPEATED AT APPROXIMATELY 20' INTERVALS. NOTE: �-- - —1/2" CEILING GYPSUM BD. THREE OR MORE REPEATED IDENTICAL 1X4 MIN. BRACING TRUSSES SHALL HAVE DIAGONAL BRACES. (AS REQUIRED 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" 20'-0" 10 6 7 0 '� Q C) z w w w a 0 �Y 0 �IL 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 �II11111//II o�'I �� MY coV"o • 5 o 0001810. k) IN ,• TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70W 1 HEREBY CRTIFY THAT 1 HAVE �., REWEMED 7HE ATTACHED �.Amw mvme!TwLIEIN OF THE 2010 FLORMA BUILDING CODE. RE'SCENNAl. •Q- 'LUX THE EIMMEER HAS NOT 4U RVAVW THE PRE -OM EEII D Z.• TRUSS MANUF. LAYOUT 717 DEURINW ANY LOAD BEARMVG ►` CONDITIONS AND RESERVES THE RKdHT TO MAID: ANY CHANGES AFTER 7RU55 LOAD N*UW7HE EN6G SEALED FOR STRUCTURE ONL Y U Z 0 >- OUJJ � � � J J J Q111. 0 > w a C) Ft J W W 0 cr J m U IL O j U Z cCL J — Q W Of OLli r. w oaf CD Z J�� J J Q 0 Q LL crz z O L a 0 M U) r c� w UN N2 �J 0 LL L L.L O N m 0 V, Z Z O z C� Z U ISSUE DATE APRIL 2006 REVISION DATE 06116109 04120120 92 SHEET S5 STRUCTURAL DETAIL S SEE TRUSS LAYOUT FOR STRAPPING. FASTEN EA. STUD T PLATE W/ SIMPSON (12)10D NAILS. FULL DEPTH BLOCK PANEL EDGES W/ (3 TOENAILS EACH ENI SIMPSON SPI W/ (10' NAILS EACH STUD. INSTALL 8" X 1/2"0 AND WASHERS W/ 5" EMBED AT 2'-0" O.C. (MAX.) CENTERED ON WALL. 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. MM1161.ya►CC} STUDS 16" O.C. BOTTOM PLATE STING MASONRY WALL SPECIFIC LOCATION. SHEATHING ATTACHED TO EXTERIOR FRAMING PER SPECIFICATIONS GIVEN IN SEALED PLAN SET. FRAMING ABOVE/ BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINHGS/ CODE. TYP. 16" FRAMING SPACING SHEATHING AND ATTACHMENT TO MEET SPECIFICATIONS IN SEALED PLAN SET. WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO MASONRY/ WOOD FRAMING ONLY. NUMBER OF DIAL. 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 I 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 W1(6) 10D X 1 1/2" INTO BLOCKIN AND (3) 1/4" X 2 1/4" TITEN INTO MASONRY. 112" HIGH STRENGTH OR 5/8" GYi UN BRACING AT 24" O.C. F BOTTOM CHORD FOR SPANS ATTACHED AT EACH TRUSS JOINT. <ING AT 24" O.C. TOENAILS @ EACH END. WALL ........ __'TURAL FINISH. EXT. MASONRY WALL CONNECTION AT NON -LOAD BEARING LOCATION 12 (TYP.) SEE ELEV. SIMPSON SP2 @ EA. STU 7/16" APA RATED SEATHING SEE SCHEDULE FOR FASTENING. 2X4 SYP #1 STUD @ 16" O.C. SIMPSON SPI @ EA. STUD. 1/2" DIA. ANCHOR BOLT W/ NUT & WASHER. @ 24" O.C. 8" X 8" X 16" K.O. BLOCK W/ (1) #E 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. 718" STUCCO FINISH PER ASTM C. 926 APPLY (3) LAYERS W1 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(SEAM OF SHEATHIN( BLOCKING SEi WALL, PANEL CLIP FOR ROC AND GROOVE TYPICAL NAILING SCHEDULE NAIL SHEATHING SHEATHING EDGE FIELD ROOF 8D COMMON 7/16"----i5/8" 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. UNDARY NAILING R WALL, DASHED IE INDICATES TOP 'kTE OF WALL BLE END TRUSS P CHORD. UNDARY NAILING R OVERHANG TRIGGER AT 24" __B FASCIA OR WALL PLATE BOUNDARY NAILING (PERIMETER OF DIAPHRAGM) TYPICAL NAILING SCHEDULE FOR WALL ROOF AND FLOOR .� rfi:'�GENS'p. p 70658 CC " • „•� it TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER A 7OW 1 NERM CERTIFY THAT 1 HAW REMEMED 711E ATTACHED DOW ANC FM IT 7V K NM COAAPLIANCE WW SECTK>rM R301 OF 7FE 2010 FLORIDA SU LDM CODE RE5DEN11AL. THE ENG NIEFR HAS NOT REWEEMED THE PW— 4QWE ED TRUSS MAMIF LAYOUT 70 DE7FRA01E ANY LOAD BEARING CON D17M AND RE5ERW3 THE RIGHT 70 MAKE ANY CHANGES NVORMAr7ION� �SU�PpPLED TD SEALED FOR STRUCTURE ONL Y U z Q 0 m O J U J J J J J Q W J p O z j Q Q J W mUIJiO� ca Z Jw o af w cn O w Wcn y 0 Q = c9 ct z J J d L1. C3 z o a- r ct w 0N�NZ 0 p LL © N m m bi 2 r�� � = O CD 0 0 Z z O g Q U z z U ISSUE DATE APRIL 2006 REVISION DATE 06116109 0412012012 SHEET TRUCTURAL DETAIL � 11 li,i. .ua_ _ ..i 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# SEE ELEVATION PAGES -- FOR SOFFIT AND FASCIA DETAIL. (2) 2X10 WOOD HEADER - (U.N.O.) W/ 1/2" FLITCH PLATE SEE FLOOR PLAN FOR EXACT SCHEDULE. TRIM - SEE ELEVATIONS — ALUMINUM FRAMED WINDOW SEE FLOOR PLAN FOR SIZES TRIM VARIES - SEE ELEVA' INSULATION PER COMMUNI SPECS OR ENERGY CALCS 7/16" APA RATED SHEATHING --- SEE SCHEDULE FOR NAILING. 7/8" MIN. CEMENTITIOUS COATING OVER METAL LATH. 2X4 SOLE PLATE -------_ 2X4 #1 SYP RIM W/----- -- (3) 16D NAILS EACH TRUSS JOIST (INSET) SHEATHING TO BE FLUSH W/ BLOCK 1/2" DIA. ANCHOR BOLT W/ EXTENSK NUT AND WASHER AT 24" O.C. 8" CONC. K.O. BLOCK BOND E POUR SOLID W/ (1) #5 REBAR CONT. HOIZ. MIN. LAP = 25" ALUMINUM FRAMED WINDOW SEE FLOOR PLAN FOR SIZES PRE -CAST CONC. SILL 4" HIGH CONC. BLK.- 8" CMU PER ASTM-C 90, 1900 P.S.I. MIN. W/ TYPE M OR S MORTAR PER ASTM-C 270. 5/8" CEMENTITIOUS COATING OVER CONC. BLOCK ENGINEERED ROOF- TRUSSES AT 24" O.C. INSULATION BAFFLE INSULATION PER ENERGY CALCS 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR @ EACH TRUSS (SEE ROOF PLAN) DBL. 2X4 TOP PLATE ` GYP. BOARD RETURN / \ I I I -DBL. 2X4 TOP PLATE I ---SIMPSON SP2 AT EACH WINDOW SILL I CAULK AT WINDOW STUD TO TOP PLATE I ` 2X4 SILL \� WALL CONNECTION NO WINDOW �� 1/2" GYPSUM BOARD 2X FRAME WALL 12" O.C. WHEN WALL IS PERPENDICULAR TO FLOOR SYS, 2X FRAME WALL 16" O.C. WHEN WALL IS PARALLEL TO FLOOR SYS. SIMPSON SP1 3 1/4" BASE 3/4" T AND G GLUED CONSTR. ADHESIVE AND NAILED SEE SCHEDULE FOR NAILING 1/2" CEILING GYP. BOARD 1X2 P.T. FURRING HORIZ. lX6 P.T. CURTAIN NAILER AT OPENINGS PRECAST CONCRETE LINTEL SEE FLOOR PLAN FOR SCHEDULE 1X P.T. BUCK STRIP WINDOW SILL - CAULK AT WINDOW 1/2" GYPSUM BOARD 4" CONC. SLAB (2500 P.S.I.) 3000 P.S.I. CONCRETE HERNANDO CO. ELEV AT 0'-0" 1 ST FLOOR FF (3) #5 REBAR CONT. ON # 3 WI CHAIRS @ 6'-0" O.C. TYP. 6" LAPPED AND TAPED 6" MIL. V.B. TYPICAL TWO STORY WALL SECTION 1/2" DRYWALL ELEV_AT 0'-0"_ _ 1ST FLOOR FF 6" LAPPED AND -- TAPED 6" MIL. V.B. 501L TO BE TREATED FOR TERMITES OR UTILIZE BORAGARE TERMITE TREATMENT TO ALL WOOD INTERIOR BEARING WALL 2 FOOTING 2 STORY 112" DRYWALL WOOD BASE- 1 /2"0 X 10" W/ 1 1/4" BEND ANCHOR BOLTS @ 24" O.C. (MIN.) O.C. USE 2" DIA. X 1/8" WASHER EMBED A MIN. OF 6" INTO CONCRETE. ANCHOR BOLTS SHALL BE SPACED @ 24" O.C. IF WALL IS BEARING FOR BOTH ROOF AND FLOOR. (3) #5 CONT. 3" CONC.COVERAGE TYPICAL AT LOAD BEARING FRAME WALLS 1/2" ANCHORS WITH 2" WASHERS @ 24" O.C. ANCHOR BOLTS SHALL BE SPACED @ 24" O.C. IF WALL IS BEARING FOR BOTH ROOF AND FLOOR. \LIVING--\ ELEV AT 0'-0" _ 1ST FLOOR FF Nt ---.— a----- —�.: �� Aw— _7 - .- \\ 4v 6" LAPPED AND ---- TAPED 6" MIL. V.B.\' �\ V-8" (3) #5 REBAR CONT.--- ON #3 WIRE CHAIRS @ 6'-0" O.G. TYP. 501L TO BE TREATED FOR TERMITES OR UTILIZE BORAGARE 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. 2ND FLOOR FRAMING SIMPSON LSTA24 STRAP W/ (9) 1 OD X 1 1/2" NAILS TO STUD & (9) 10D X 1 1/2" TO FLOOR JOIST @ EACH STUD. NOTE: SIMPSON MSTAM36 @ 32" O.G. MAY BE USED I.L.O. 1/2" DIA. ANCHOR BOLT ASSEMBLY FLOOR JOIST -SEE FRAMING PLAN WEEP SCREED INSTAILED PER MANUF. SIMPSON HETA20 @ 24" O.C. W/ (9) 10D X 1 1/2" NAILS INTO BLOCKING JOIST & MIN. 4" EMBEDMENT IN CONCRETE NOTE: ADD 2X4 BLOCKING @ LSTA24 OR HETA20 WHICH IS NOT ALIGNED W/ TRUSS VERT. WEB USING (2) 10D TOENAILS @ EA. END. 2ND FLOOR FRAME CONNECTION SIMPSON CS16 STRAP W/ (13) 8D NAILS TO STUD & (13) 8D TO BAND JOIST AT 2ND FLOOR Wi BEAM/GIRDER NOTE: EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER "XBOT. PLATE W/ (2) 10D @ 6" O.C. LOOK TRUSS/JOIST 2ND FLOOR FRAME CONECTION :OLUMN PER PLAN X 4 BOTT. PLATE QUASH BLOCKING TO MATCH :OLUMN THICKNESS ?) 2 X 4 TOP PLATE IMPSON CS16 @ EACH OLUMN PLY (U.N.O.) ONTINUE COLUMN TO OUNDATION & CONNECT P HTT4 (U.N.O.) FRAME/FRAME TWO STORY CONNECTION DETAIL UNBRACED WALL HEIGHT (H) #1 S.Y.P. 8'-0" 2X4 @ 16" O.C. 8'-8" 2X4 @ 16" O.C. 9'-0" 2X4 @ 16" O.C. 9'4" 2X4 @ 12" O.C. 10'-0" 2X4 @ 12" O.C. EXTERIOR FRAME WALL STUD SPACING Q'�_MY C0G�'�. .•',,\C E NSF Cy,.'. No 70658 ' -0 M � •. STATE fitisr TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER A' 706M I HEREBY CFRWY 'THAT 1 HAVE RENENED 7HE ATTACHED DESN, AND FM 1T TO BE IN COANVANCE M7H SM11ON R301 OF 7HE 2010 FLORMA BLNLDlNM COD& RESIDENflAL. THE E NGN EW HAS NOT RENENFD 7HE PRE-ENM *ERED 7RUSS A AMF. LAYOUT 70 DEIERAM ANY LOAD BFARBIM CON017K1�15' AND RESERVES 7HE )Mff 7O mom ANY d"%w AFTER TRUSS LOAD N YAs 7t7 SEALED FOR STRUCTURE ONL Y U z Q 10 m oC -� J U J U J J � W J J p Q Z I1J Q Z o0 J W J ir W J m U LE O _ _ _ ca ❑ ❑ ❑ ❑ ❑ U ZQ J w Q V) w Ln O w W`� � 0 = Z Q�� J J Q Q � 0� O Z _J �a� EL 0 W O N 00� N Z O I.L O N m m 2 r�n = O Qv, r = Z Q z O U z z 0 ISSUE DATE APRIL 2006 REVISION DATE 06116109 0412012012 SHEET S7 STRUCTURAL DETAIL S PRODUCT CATEGORY SUB CATEGORY MANUFACTURER STATE APPROVAL NUMBER STRUCTURAL COMPONENT WOOD CONNECTOR ANCHOR SIMPSON FL10456.6, FL11473.3, FL10456.18, FL10866.10, FL10456.19, FL10456.23, FL71473.11, 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-R5 STRUCTURAL COMPONENTS OTHER COMMERCIAL CONCRETE PROD. FL1774-R2 STRUCTURAL COMPONENTS OTHER LOTTS CONCRETE PROD. FL12045 EXTERIOR DOORS SECTIONAL CLOPAY BUILDING PROD. FL15279 STRUCTURAL COMPONENTS ENGINEERED LUMBER 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 FL15076.1, FL 150762, FL 15088 WINDOWS SINGLE HUNG CROFT 96 SERIES FL15585 WINDOWS SINGLE HUNG CROFT FIX WINDOWS FL15586 d Z Q 0 � U � 0 .. J J m J O W C) Q c) Q W � Z Z I�- Z W U p U lz o - Cn w WOf w 0 � W z0 Qz n J r n � J v Z V Q Q C� LL W0 m o 0 w 0 W00 o 0 0 Nm tAJ go 0 n-cl z Z o g Q c J Z uu ISSUE DATE AUGUST 2008 REVISION DATE 3-7-20 12 SHEET PA PRODUCT APPPOVAL MIAMN A17 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Floricin 33173-2474 T (786) 313-23N11 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) ivlv%v.ini, inidude.Qovlbuildlac!J Owens Corning Roofing and Asphalt, LLC One Owens Corning ParkWay Toledo, OII 43659 SCOPE: This Na is being issued wider the applicable rules and regulations governing the use of construction materials, The 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 (AIU). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Bade County) and/or the A14J (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, inodify, or suspend the use of such product or material within their jurisdiction. BBC 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 miet the fuquir€ rnenis 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 Zane of the Florida Building Code, DESCRIPTION: Onkridge* Shingle LABELING: Each unit shall bear a permanent label with the manufaeturees name or logo, city, state and fallowing statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considored after a renewal application has been tiled and titre has been no change in the applicable building code negatively affecting the performance of this product. ROOFIINC ASSEMBLY APPROVAL cateao.a: Sub-Cartrgtarv: Materials Deek Type: Roofing Asphalt Shingles Laminate Wood SCOPE This approves a roofing system using Owens Corning Oakridgeg asphalt shingles manufactured by Owens Corning as described in Section 2 of his Notice of Acceptance. PRODUCT DESCRIPTION Product OakridgeO Manufacturing Loc alions #1, 2, 3, 4 OakridgeO Manufacluring Locaiion #1, 3, 4 Dimensions Test specilieatious 13 'A" xc 39 3/c" TAS 110 13'A" x 39',`e" TAS 111) MAN1JFACTTJRJNG LOCATION 1. Memphis, TN 2. Irving, TX 3. Savannah, GA C Jacksonville, FL EVIDENCE SUBMITTED Te< Aeelucv Test Identifier Product Dencription A hemFy weight, fiberglass reinforced laminate asphalt shingle with continuous bead ofsealant, A heavy weight, fiberglass, reinforced laminate asphalt shingle with dashed bead of sealant. Test NamefRenor-t Date PRI Construction Materials Technologies OCF-153-02-01 TAS 100 09/22/10 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the PRI Construction Materials Technologies OCF-152-02-01 TAS 100 09/21/10 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any PRI Construction Materials Technologies OCF-158-02-01 TAS 100 11/10/10 product, for sales, advertising or any otherpurposa shall automatically terminate this NOA. Failure to comply PRI Construction Materials Technologies. OCF-I SI-02-01 TAS 100 09/27/10 with any section of this NOA shall be cause for termination and removal of NOA. PRI Construction Materials Technologies OCF-150-02-01 TAS 100 09/21/10 PRI Construction Materials Technologies OCF-165-02-01 TAS 100 01/07/11 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by PRI Construction Materials Technologies 0CF-170-02-01 TAS I OD 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 I4530 ASTM 17 3462 12/31 /09 be done in its entirety. Underwriters Laboratories R2453 ASTM D 3462 10/11/10 Underwriters Laboratories 1I2453 ASTM D 3462 11/03/10 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors Underwriters Laboratories RIM 53 ASTM D 3462 10/11.110 and shall be available for inspection at the job site at the request of the building Official, Underwriters Laboratories R2453 ASTM D 3462 10/1 V10 Underwriters Laboratories R2453 ASTMS 108 01/13/11 This revises NOA# 10-1015,01 and consists of pages 1 through 4. Underwriters Laboratories R2453 ASTMS 108 10/1 1/10 The submitted documentation was reviewed by Alex. Tigrera. Underwriters Laboratories R2453 ASTM IS 10$ 11/03/10 NOA No.. 11-0411.fl3 NOA No.: 11-0411.03 r 1M mecou Expiration Date: 02"116 REDExpiration 14lAW 1A nr1 CUNTY Date; 02/03/16 Approval Date; 06/16J11 Approval Date: 06/16/11 Paige 1 of 4 Page Z of 4 Underwriters Laboratories R2453 ASTM E 108 I0111/10 Underwriters laboratories R2453 ASTM F. 108 10/11/10 Underwriters Laboratories 09NK14530 TAS 107 (ASTM D 3161 j 1 V31/09 DETAIL A Underwritcrss Laboratories D I NK44201 TAS 107 (ASTM D 3' 61) 09109/02 Underwriters Laboratories IONK13947 TAS 107 (ASTM D .1161) 11112/10 Underwriters Laboratories R2453 TAS 107 (ASTM D 1161) 10111/10 £pGQ OF ROOF Underwriters Laboratories 03NK04954 TAS 107 (ASTM D 3161) 03/07/03 f Underwriters Laboratories I ONK13947 TAS 107 (ASTM D 3161) TAS 107 D 3161) 01 /28/ I 1 Underwriters Laboratories 11CA] 5662 (ASTM 05/27/11 LIMITATIONS I. 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 fl. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule'9B-72 of the Florida Administrative Code. INSTALLATION 1. Shingles shall be installed in compliance with hoofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard ItAS 1 15 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail'A', attached. 5. Nailing shall be in compliance with hletail'13', attached. LABELING 1. Shingles shall be labeled with die'_vliatni-Dade Seal as soon below, ur tlic wording "Miami -Dade County Product Control Approved". APPROVED BUILDING PERmia RE,EQ►LIREmEi"+IT S 1. Application for building permit shall be accompanied by copies of the following: l .1 This Notice of Acceptance, 1.2 Any ether docurneliv; req€rired by the Building Official or the applica.hfe code in order to properly evaluate the installation ofthis system. �IPPR�YEQ NOA No.:11[-0411.03 Expiration Date: 02/03/16 Approval Date-, 06/16/11 Page 3 of 4 1 r 1 t 1 7 I I FIRS OWENS CORNING OAKRIDGE WITH CONTINUOUS OR DASHED SEALANT 13-1 /4" 2" .-�2N,�"`-- u� t 1" q APP�JYEQ END OF THIS AccEPTANGE 5 5/8" EXPOSURE NOA No.: 11-0411.03 Expiration Date: 02/03/16 Approval Date: 06/16111 Page 4 of 4 I U Z Q � U 0 LL m J 0 W Q ��Z - QZ 1- W CL J m U 0 rrD 1:_ 2 vJ ❑ ❑ ❑ U Z U) o w �- L1J ry Q ww Z o U' Q Z /'� J � � J v Q Z o Z Z J � W 0 mo 0 0 W o W Co CD o0 O N F- w c) o � o Z z Q O c) Z_ J Z U ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET N1 PRODUCT APPROVAL r III I-: Adi 1,1 11J I.1Ifiil _vd1TAff­,,1hI.,IIW1 ffllffi.I: 11 III. III LN. I I W. 11. 14, 11 i, 8431 Murphy Drive Middleton, VVI 53562 Telephone: 608-836-4400 Facsimile: 866-262-2753 www.intertek-etisemko.com 9 March 2012 Scott I-Iarailton, P.E. Senior Project Engineer Clopay Building products Co., Inc. 513.770.6013 (voice) 513.770.4853 (fax) sharnilton ,clopay.com RE: FL15279 Dear Mr. Hamilton, This letter is in response to your request for verification of a QA contract between Clopay Building Products Co., Inc. and Intertek for sectional exterior door assemblies covered under the FBC QA program and that the product meets the 2010 building code. This product is currently under surveillance services with Intertek for the Florida Building Code. Please note the Certification Agreement between Intertek and Clopay Building Products, which may also be referenced as a QA contract, bears no expiration date and as such does not expire except upon its termination and is valid indefinitely. Also enclosed is the current inspection report. Should you need anything further please do not hesitate to contact me. Sincerely, Timm J. Schaeffer Engineer / Inspection Malinger IrAt:rtek lay c-fie4 lmo, ,Iak Intel tt4 L ;,>, re 8431 Murphy Drive Middleton, Vtti 53562 Telephone; +1 608 836 4400 r acsirnile: +1 608 831 9279 www.intertek com MANUFACTUREWS CERTIFICATION AGREEMEN THIS AGREEMENT Trade the 12th day of Febr.Ua0L, 010. by and between I1NTERTEK TESTING SERVICES NA INC. having offices at 8431 Murphy Drive, Middleton, WI USA ("Intertek") and CI a SLNilditT l rl ducts Com an )Tic. Having offices at (Manufacturer Company Name) 1400W Market t Tl"t�Y k 46373 tJV�,A ("client j. Stree (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 t0 the terms of this Certification Agreement, Products found to be in compliance by Intertek may be eligible for inclusion on a list maintained by Intertak for Products to display a Certification Mark Q1Afried by Intertek, Another party (the CClienV) 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 Certif"tion 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 lather lawful and valuable consideration, the parties hereto agree as follows: 1, DEFINITIONS 1.1 Authorization to Mark. The term Authorization to Mark ("ATM") shall mean a written document from Intertek that authorizes the Client and/or Client's Manufacturer to apply an Intertek certification mark to a specific product. 1.2 Certification Mark. The terra Certification Marls ("MaW) shell 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 Manufacturers compliance- with the Intertek Requirements. 1A Intertak Requirements. The terra Intertek Requirements shall mean (a) the requirements contained in the fisting Deport., (b) the standard(s), if any, applicable to the Product, (c) the terms of this Certification Agreement, and (d) any requirements separaltely applied as a condition Of the Listing. 1.6 Labasltag. The terra Labeling shall refer to the process of applying the Mark to the Product, whether the Mark is applied to the Product by ai separable label, directly on the product, or by other media b Intertek. as authorized Y 1.6 Listing, The term Listing shall mean the process of preparing and including the Product in the published directory of Intertak certified products. (9 , NxFpRR.t2i AOs a IG1IerTNlii WTSIMM 11109109 SD 16:3.4e (11 9) Aan(1Akyt€ tntertek Interrek rrite`tek Intertek Intertek 'CLASSIC` RAISED PANEL EMBOSS DOORS I I DOOR. HEIGHT I N MODELS 24 GA T 1-B5 GAA 1 25 GASECOF TIONS N UM WIDTH I SHORT PANEL I LEM PANEL I 1E'Ni TO L4 0 e M _ MODEL 4F IS FLUSH 14'3' TD IS 9' 9 76'0' !0 MAX sECMN HEIGHT, Bi' `ARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELS 25 GA 25 GA CLOPAY 'GALLERY' GM, GRSS -- HOLMES DOOR WIDTH PHTE M 'ARTISTRY' AM -- (7) NRERMEDNTE STILES FOR 16' WIDE MEAL DOOR. ATTACHED W/ TOG-L.-LCC (TOP & m5S -- BOT) AND URETHANE ADHESIVE (A *4 SHORT PANEL CEN1Eb00R5R), S NOTE BELOW FOR LONG LDlG PANEL PANEL OPTIONAL GLAZING APPR01fE0 1WM 314QRT PANEL I- oenam SECTIONS, OPTIONAL OLAZNO MAYBE STANDARD OR IMPACT NO DIAZPROVW WITH RESISTANT GLAZWO SEE SECTIOM D-B FOR DEIALS MAY sTANOMND Size IS 1N-1/a'x1e. NIPAC'T RE4wmt .....--w"l_...-"'"`'-..•" A LONG PANEL OPTION. 'CARRIAGE HOUSE' RAISED PANEL I ODORS SHORT PANEL. N OF INTERIM. DOOR WIDTH STILES N OF 1146/8' SHEET 4 METAL SCREWS 0 O 1/4"x3/4" SELF C O TAPPING SCREWS 0 14 GA. END HINGES 18 GA, INTERMEDIATE HINGE MEW "B 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 THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WIND ADS LISTED BELOW AOCORDW TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILD CODE (BASED ON ASCE7-10) FOR THE FOLLOWING COMIDITiONNS: 1) ENCLOSED BUILDING, 2) DOOR HAS 2' OF WIDTH iN BULDEWS END ZONE. 3) ANY ROOF SLOPE, AM 4) TESTING IN ACCORDANCE WON ANSI/DASMA 108. SiTE-SPECIFIC CALCULATIONS BY A OLIA IFIED DESIGN PROFESSIONAL MAY DIFFER. ULTIMATE WIND 155 ICES 170 LBQ LOU SPEED (MPH) EXPOSURE CATEGORY B, C, D B, C, D D, C B, C D MEAN ROOF HEIGHT 2W 15, 2W W 30' ATThCHM TO TOP AND BOTTOM RAIL !Nw IacN eamLs WiTH PATENTED TOG-L-LOC SYSTEM. uti am VIEW "B' INML STU VIEW "C" TWO POINT LOCKING INTO TRACK. `L­LOCATION OF A OPTIONAL VENT BRACKET USED FOR BOTTOM DOUBLE END STiLE. EXTRA STILES FOR LONG -PANEL MODELS, ADDITIONAL 16 CA, COMMERCIAL KUM, STILES RE"IED AS NM ON THE TABLES ABOVE. THESE COMMERCIAL CENTER STILES ARE ATTACHED MIDPOINT BETWEEN THE DIISTIMG RESMinA. CENTER BTILIA COMMERCIAL CENTER SUM ARE ATTACHED WITH TOG-L-IOC (TOP h WnOML) OR (4) 31le POP RIVETS OR (4) /B SHEET METAL f, i" DOOR OVERLAP EACH SIDE) am= am END A WAM 4 371E Stu KM RMIML1 TMNxL as°ia afm iLOOK WA I" or SHIP JOINTS. MICK am 07 12 28 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 LAND PANEL OPTION. 11 12/2009 ABUED 'CARRLhGE HOUSE' EMBOSS DOORS AND U--BARS FOR LITE SECTION. 13 08/2010 UPDATED MODEL TABLE. 14 02/2012 UPDATED WINDCODE CHART. SECTION A -A (SIDE VIEW) 4 C--CWWNEL ie G& GAMY: STEEL 112 GA. GALV, STEEL TOP (HICK -I EACH BRACKET ATTACHED W 4 14X5 $ r4-- SNEET METAL SCREW$, ALTJ SLL E ATTACHED TO TOP Bi'tAtCKET' WiTH (2) 1/4"xt/2" BOLTS AND NUTS PER BRACKET'. -4 5/r OW) 4" C-CHANNELS SHOWN. OPTIONAL REINFORCEMENT FOR r TALL 20 GA. GALY• STEM U- MN, SECTION WITH LUTES MAY BE (2) 3" 20 GA STEEL U-BARS "LLD s1RENGn1 (MIN. YIELD STRENGTH 80 KSi) PER SECTION. MAXIMUM OF (1) d SECTION PER DOOR MAY HAVE THIS OPTIONAL REINFORCEMENT. 1.7/B' L" OPTIONAL REINFORCEMENT NOT MOWN ON SECTION A -A VIEW. -l- (1) U-BAR MALL BE ABOVE THE TOP LEAF OF THE HINGES AT THE BOTTOM Or THE DOORS AND (1) U-BAR SHALL BE AT THE TOP OF THE SEC71ON (ON THE BOTTOM LEAF OF THE HINGES AT THE TOP, IF REQUIRED). 25 GA. MIN. G-40 GAI.V. STEEL. SKIN( WITH A 14 GA GALV. STEEL END HINGE FASTENED TO END PRIMER - •'' STILES Mfj(4) EAOTIU4x5fB" SHEET METAL SCREWS TOP COAT APPLIED TO & (2) 1/4" SELF TAPPING SCREWS. 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 VE�HtT1(`,AL _,JAMB ATTA� CHI (WOOD FRAME BUILDINGS) 2x6 YELLOW PINE JAMB 18 GA. GALV. STEEL DOUBLE END STILE 3/8 x3" LAG SCREWS ON 24" CENTERS. 1-1/8" O.D. WASHER REQUIRED. LAG 20 GA. MiN. GALV. STEEL INTERM. MILE. SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 12 CA. GALV. STEEL TRACK - 18 CA. GALV. STEEL INTER. HINGE FASTENED TO CENTER VERTICAL JAMB ATTACHMENT (C-90 BLOCK 0R 2.000 P51 MIN. CONCRETE COLUMN): BRACKETS FASTENED TO WOOD JAMB , WiTH 5/16"x1-5/8" LAG SCREWS STILE W/(4) EACH14x5/8` 3/8"x3" SLEEVE ANCHOR BOLTS ON 14' CENTERS (2,000 PSI MIN. CONCRETE), WASHERS INCLUDED WITH SLEEVE ANCHORS. NOT TO EXCEED 14" O.C. SHEET METAL SCRE11S. \-7/16` OR 1/4"x3" TAPCON SCREWS ON 12" CENTERS (2,000 PSI MIN. CONCRETE) OR 7" 2" GALV. STEEL TRACT( FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. NUT OR PUSHNUT INSTALLED ON ROLLER SHAFT FOR UNRESTRICTED 1OPERATION. CENTERS (C-90 BLOCK). 1- O.D. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"x5/8" BOLT & NUT 14 GA, GALV. STEEL END HINGE FASTENED TO END MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. OR TWO 1/4" DIA. RIVETS. STILES W/(4) EACH #14x5/8` SHEET METAL SCREWS & (2) 1/4" SELF TAPPING SCREWS, OTHER JAMB CONFIGURATIONS: REFER TO DASMA TDS-161. A LICENSED DESIGN �: 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 CONFlGURATTONS. / RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR JAMB CONFGURATION IMPACT RESISTANT ASSEMBLY DETAILS DRAWING 101639-A ,SECTION B-B (IMPACT. -RESISTANT , AZING OPTION) " MICH 1001 D FRAME & out) WNW LITE AW.AM ONLY VMH wow FNONI' most SO MA OrnoNN,. 08ax64tAt --225 MOL7FWAIPCWE IMi MD,a UAE 811M�IlN MRENf, Ok11W61 NW$D NW FLIit1i!)= ( DfCO1N14E FWMIt FACING a186 Mom am SW me aw,IEA WaXaft de �POLT MIOE PET M FANae To FRAME WIRI (10 M x Il4' PAN WD N11MNA! MWWW.l, PAaLim D. STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THE DRAWING. STANDARD ASSEMBLY DETAILS D DRAWING 101 dt2119-B FRONT MAW WIH U.Y. CWW ON OUBEE 9M9ICE. NNWt TNT FRAME m xM-rDNER THIN rigs oLAEI1NM NO- RATE OPRONAL STANIUM MTE HEwNER. FW/4" FAN HEAD Sk1 M Guam UM ' ASW OPINILFL DOB OR 1/r ADAM LREFI ASNNAME. wrx MAL ApNUO DIALED 3 RAOMM am ON UO= CP AFPW M OO4 PLAIOD IN ACCMWMM WIN RO/!EO THE LWME W M AYZW;EIEI:Y MALUM IN COMPWNCE WITH TIN SOM MN MEETN THE WHO LOAD A01111EY100 OF THE ROW" 1 AM4 MW OR WINIAMMME BUILD" OODE OUT 11=10 MEET THE NNWCT RES WW POWNE IENr FWN "mama D'M!!uII NEWOFIS UM>< aNrT13I 1N me/a* OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-B FOR DETAILS. ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOG-L-LOC (TOP & BOT) AND URETHANE ADHESIVE (ALONG CENTER) -- ► A THIS DOOR MEETS OR EXCEEDS THE DESIGN DOOR OF SECTI LOADS FOR THE WIND SPEEDS LISTED BELOW _ 7- _ ACCORDING TO THE FLORIDA BLOC. CODE OR IBC A5OL7} FOR THE FDLJ.AWNG 4 -0 TO 10 -8 6 COND - 5: 1) ERN' -LOSER BLItLING, 2) DOOR -9 f HAS 2' OF WIDTH N BUILDINGS END ZONE, 3 IMPOiTANC FACTOR OF 1,0, 4 ANY ROOF SAFETY FACTOR - WINK) SPEED MPH S 130 142 i 150 E ti C THIS DOOR MEETS OR EXCMS IRE 15ITIONLOADS FOR THE WIND SPEEDS LISTED BELOW MEAN ROOF HEIGHT 36` 30' 15' 30' ACCORDING TO THE FLORE1A BLDG. CODE _(ASCE7) FOR THE FOLLOWING 0 S ,) END km s D STILE MW SUM AND SOF. 1F.a 4 ANY si"u R.FEED LPL S1,0 aO120 130SURE LEVEL. B or C 11. G 181DF NEfgiT 3O 30' 15' 3O' PAROLE LOCK BAR ENGAGES IN O K.. E TRACK ON LQT.� BAR �6A EACH SIDE ,NOTE,, THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS • SYIALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND N ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 2" THK3f SHIP LAP JOINTS. �z-1/a. sial G-CHANNEL 16 GA. GAILY. STEEL. 25 GA WN. EXTERIOR SKIN WTYH, 0-40 GALVANIZING, BAKED -ON PRIMER AND A APPLIED TO DrER S OF'DSTEE'EL N 12 GA. GALV. STEEL TOP t3 RO B EACH BRACKET ATTACHED W t g14x5 SHEET METAL SCREWS. AOJ ARE ATTACHED TG TOP BRACKET WITH (2) 1/4'x1/2' BOLTS AND NUTS PER BRACKET. WNW" DMAYRt/s AWE MIME INK K WITH A NAISIAL (Yi88}• 16 GA PAINTED END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-IOC SYSTEM (TOP, BOTTOM & CENTER). 18 GA. V. DOUBLE END STILES ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG-L-LOC SYSTEMEND . «B" SLIDE BOLT LOCK ENGAGES STILE INTO VERTICAL TRACK. ONE VIEW VIEW "C' LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT t DON SNAP LATCH ENGAGES ONTO VERTICAL. TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. TWO POINT LOCKING INTER. '`TILE INTO TRACK. OUTSIDE KEYED END HANDLE SOLE INSIDE PAROLE OUTSIDE KEYED LnGK BRACKET USED FOR LATT3N LacIA DwrNDN BOTTOM DOUBLE END STILE. LHR TOP BRACKET OO, FI}RIZONTAL I" DOOR OVERLAP (EACH SIDE) LYE TRACK 2x6 YELLOW PINE JAMB 1 LOW HEADROOM i% 14 GA GALV. ROLLER FRINGE ED TO END STILES EACH HW/(1) #INGE 14xN5/8' SHEET METAL AND (2) 1/j-x3/4 SELF TAPPING SCREWS. (SEE VIEW "B') ONE 4' TALL C-CHANNEL PER DOOR SECTION. (1) 1 /4'x3 4' SELF TAPPING SCREW PER STILE LOCATION. (SEE VIEW � ) i 1-1/4- WIDE x 16 Ca4, 04.V. STRAP. (5) PER DOOR SECTION !`ON 16' WIDE DOORS. OPTIONAL (6) STRAP CONFIGURATION ON 2ND (LOCK) SECTION (SEE INSIDE ELEVATION) SPECIFIC TO THE NATURE OF THE LGCX OPTION. EACH STRAP ATTACHED WITH (3) 1/4.0/4' SELF TAPPING SCREWS (TWO SCREWS TO DOOR, ONE SCREW TO C-CNANNEL). -13 GA GALV. STEEL auTrom BRACKET. ATTACHED WITH (2) g14x5/8- SHEET METAL SCREWS. AUJMINUM EXTRUSION & VINYL WFATFERSTRIP, DESIGN LOADS: +37.0 P.S.F. & -41.0 P.S.F. TEST LOADS: +55.5 P.S.F. & -61.5 P.S.F. SE WD 1-1/4" WiDE x 16 Ga. GALV. STRAP. (5) PER DOOR SECTION ON 16' WIDE DOORS, DICIEW' 6) STRAPS ON 2ND (LOCI() SECTION (SEE, INSIDE ELEVATIO ). EACH STRAP ATTACHED WiISOREWS)TO DOOR. ONE SCREW T} C-CHANNSCREWS EL 13 GA. GALV. STEEL 0=0M BRACKET. ATTACHED WiTH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRLGON & VINYL WEATHERSTRIP. H ONRAL TRAICK SUPPORT- BY DOOR "TALLER (to SUIT)-� DOOR C SYSTEM t2 GA. GALV. STEEL FLAG BWAAET OR CONTNRAOffi STEEL ANGLE. • 2.' F 3' ULV, SI I. TITAGI', .063 INN. TRACK 1HICXNt9B DOORS am B" TALL •T'FP. 2-1 xt2. GA Goal STEEL 1RADK BITS OR TPAOK tA-- TR4M( &V0EI%ft PS SPACED AT NO GWA ER TWA 14' APART', ONE 5 1� xt-B/B" LAG SCF" PER �. �m Yf ,Si.. Y VR11YY rICY,JYIr 0 clepay PORT PANEL PANLDNQ PANEL, 2F1 DATE$ - 9/25/95 Building Products sMASON, OH 450 - DRAWN BY, MWW Company (513) 770-4800 CHECKED BY, Cta Ca Nxatiari All RI hts Reserved JAMB TO SUPPORTING STRUCTURE ATTACHMENT 1 THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AM THEW FROM THE TRACK Q07 11TO THE 2x8 VERTICAL YELLOW PINE (GRADE y2 OR BETTER) JAM&{: NO LOAD FROM THE DOOR i1/ IS TRANSFERRED TO THE HORIZONtAL (TOP) JAMB. 2) ALL JAMB FASTENERS MAY BE (BUT NUT REDQRDED) COUNTERSUNK TO PROVIDE A FLM MOUNTING SURFACE WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHAUL BE FRAMED SOLID BY NOT LESS THAN (3) 2A PRESSURE TREATED GRADE #2 OR BETTER WOW STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS NN BENDING STUD WALLS To BE CONTINUOUS FROM FOOTING To TE BEAMS. C-90 BLOCK WALL OR 2000 PSI MIN, CONCRETE 24 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL ON CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH P40NFORCING BANES EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL ILE CWTINWKtUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL. OR COkCRE.TE' CIDU►W BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT Of RECORD. 2X6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT li ma rAGS1YiiiaA� D OM UP TO 71V FNDN PNME H$ TRACK BRACKETS A m (1) fDIQ T1`TO DOORS 7"3• IV ON LWII[ TICK BIGiWNE1S AND (1) RM Boom OR T(eI DESIGN LOADS: +37.0 P.S.F. & -41.0 P,S.F. TEST LOADS: +55.5 P.S.F. & -61.5 P.S.F. WINDLIIAD RATING MAX IMUR SIZEI 6 16'2y`41V x 16'0"H IEsCRIPTICii4 CLASSIC AND CH RP STEEL PAN DOUBLE -CAR, 1 Li'2"W +37/-41 PSF DRAWING NUMBER* VERI B 101539 - A/B IBC , F7f'157rTET'4'It.:.T.1'e:,a7R•�N1 ',.`1l r I XyiaE,Tri:,,«.TarrZ7,9 r: f«TSTI"T,.a;s'.71� cCJ�Yid'1'!1ri'L y�iTa�#rm a 7r7[i'�'�rF:'�/j'� kx,.Al .nllTi`I��iT:Tai>•E�l ��`-+tii'I:Nr37i-�IlttiilAa;�l «....7!1tM�j�I�,rl EF;4a111 STOP MOULDING BY DOOR INSTALLER (TO SUIT) 16 GA. GALV, STEEL PAINTED END STILE 18 GA. GALV. STEEL DOUBLE END STILE `20 GA. GALV. STEEL INTER. STILE 18 GA. GALV, STEEL CENTER HINGE FASTENED TO INTER, STILES W 4) 14x5 8" SHEET' METAL SCREWS 12 GA. GALV. STEEL TRACK / / BRACKETS FASTENED TO WOOD JAMB WiTH 5/16'xi-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 HiND NOTE: WAtCK Cowlaumrm 12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W ((4) AN3oVE THE DL%5R OPENING TRACK ATTACHED TO EACH BRACKET 14x5/8" SHEET METAL SCREWS tb D� H AST THE WIND WITH ONE 1/4'x5/8" BOLT & NUT t2) 1/4" SELF TAPPING SCREWS PER END HINGE. LOAD RAGTAG OF THIS DOOR. OR TWO 1/4" DIA. RIVETS. 2" 10 BALL LUNG STEM STEEL ROLLER WITH STEEL OR NYLON TIRE PREPARATION OF JAMBS BY (OTHERS. JAMB CONFIGURATION SECTION C-C OPTIONAL IMPACT RESISTANT INJECTION MOLDED FRAME: &: GLAZING WINDOW LINE J14x5/B- SHEET METAL SCREWS SECTION C -B (IMPACT RESISTANT) DETAIL. TV 0 0 0 1/4'x3/4' SELF 7APPN4C SCREWS. OPfiONAL DECORATIVE 14 GA ENO (` HINGES 18 E4 INTERMEDIATE HINGE SPAR -IN NSERT.-\ NEW L HORIZONTAL P) JAMB (NO LOAD DOOR) IMPACT RESISTANT -' ONE-PIECE INJECTION MOLDED GE LENAN SLX2432T FRONT FRAME & GLAZM. MULTIPURPOSE HIGH ROW TAPE (tiE WaNN FRAME AND FACADE). D©CC"V& FR W FACADE UC.TURAL SILICONE SEALANT (SETWIEENN STEEL. SKIN AND FRAME). POLYSTPRENiE RETAINER FASTENED TO FRAME WITH (10) f8 x 3/4' PAN HEAD MACHINE. SCREWS. FASTENER TYPE IMPACT RESISTANT ON: tt�Sz 4.P�1 OPTIONAL INJECTION -MOLDED FRONT FRAME AND GLAZING POLYCARBONATE LiTTS AVAILABLE OPTIONAL POLYGARS ONATE GLAZING Is GE LEXAN SLX2432T. AN APPROVED CC2 PLASTIC iN ACCORDANCE WITH IBC/FW 2606. FASTENERS THE GLAZING DESCRIBED IN THIS SECTKIN MEETS THE: WIND LOAD REQUIREMENTS OF THE OF FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE a MEET THE IMPACT PER g RESISTANT REQUIREMENTS FOR W1NDBORNE DEBRIS REGI (REF, CHAPTER 16 FOC/IBC). ax8 VERTCAL JAMB ORIGINAL DRAWINGS ARE SIGNED IN BLUE INK WITH A RAISED SEAL (EMBOSS). CLOPAY BUILDING PRODUCT'S C A'a�6�l�F! i RSR�i T71IKF RII WTI. 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 RASiALLER (TO SMJTf)-� DOOR COUNTERBALANCE SYSTEM 1 13 GA. G&V. STEEL FLAG BRACKET. H= DOUBLE IRAM LOW HEADROOM IS AVALABLE AS AN OPTION TRACK CONFIGURATION DOOR FEHGlii' 1" 2" GALV. STEEL TRACK, ,L- TRACK THMNE&5:.083' TYP. 2-1,�2' 12 GA. GAIN. STEEL TW�S2C BRACKETS. a DISTANCE BETWEEN NV KET5 NOT TO EXCEED PE D.C. (8 TOTAL BRKTS PER SIDE FOR DOORS UP TO TI)" HIGH). (7 OTAL IlRKT5 PER SIME'. FORTDOORS UP TO WO' HIGH). DOORS OVER a TALL HORIZONTAL TRAL K SUPPORT BY DOOR INSTALLER (TO SUM DOOR COUNTERBALANCE SYSTEM rl N3TRACK ' LOW GOSTEELFLBRACKET OR CONTINUOUS STEEL NUE. AVMABLE. TRACK AAFMLABI.E AS MFMFO., TRACK CCNFTGU 3- GALV. SMIL TRACK . .MIN. TRACK THESS ICKN 1-,r �M !.; • , L'1C•iRIT+ .OIL �7i &)CSLRiUiiH LLi1CS. T,)Ntwrlfl� iilC�irSR:!ll II,■ri� IL'')Qyfl�'J✓ TfP, 2-1 2'x12 GIL GALV. STEEL K BRACKETS OR TRACK CUPS. TRACK fiR$W:1( CPS SPACED AT ND ilTEikTER Ie APART. ONNE 5/18'K1 LAO SCIE.W PER TRACK rltkCKEl 0 CUP. OPTIONAL 10 SCREW WINDOW LTM SECTION B-B (NON -IMPACT RESISTANT FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN IMPACT -RESISTANT FRAME. L25 A GLAZING MOLDED INSIDE In RETAINER. /6x3/4' PAN HEAD SCREW (10 SCREWS PER LITE). NON -IMPACT RESISTANT GLAZING OPTIONS: OPTIONAL DW OR 1/8' ACYRLIC LJTES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS PLASKOLITE OPTIC OR LUCRE CP APPROVED CC2 PLASTIC IN ACCORDANCE WRH IBC/FBG 2606, THE GLAZING$ DESCRIBED IN THIS SECTION MEET THE WIND LOAD REQUIREMENTS OF THE FWRIDA BUILDING CODE OR INTERNATIONAL. BUILDING CODE BUT DO MOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS REGIONS (REF, CHAPTER 16 FBC/IBG). U Z 0 ,. J I LL m 0 W 0 W Q 0 Q O� Z z Z J W 2U0-' ❑ ❑ ❑ U n Z Z � n Ld W W� W w 0_ 0 H- o 0 Z _U) 0_ 0 J J Q Z C) 0 (� D O � 7 Q� Z O W 0 DO O C)Z 0 t .rri CV M m W cD o Z r n i- Z O z Q U - Z ISSUE DATE AUGUST 2008 REVISION DATE, 2-8-2011 4-9 2012 SHEET N2 PRODUCT APPROVAL • n Report. The term Listing Report shall mean the document prepared by Intertek, Article 6 of this Certif"- 'on Agreement. In the case of a revision or withdrawal of Intertek Requirements, (f) Notification of regulatory auth:oeties and the public; 1.7 LFsitrrg po l� � I FAM which identifies the Client the Manufacturer and the Product, Intertek shall provide a notice specifying as date by which the Product must meet the revised lntertek (g} Compliance with any applicable statutes, rules, or regulaations, also known as Factory Audit Macrae ( }, , p (c) Continue to ticinoi~ the terms of Article 4 of this Ciirtificaat'tcon Agreement concerning and specifies Intertek Requirements for the Product, including the type and fora of Mark which must be Requirements or for such termination, Indenirrificaation and liability, which terns shalt survive the termination of this Certification used on or in eonnection with the Product and related information. Agreerrient. 1.8 Product. The term Product ("Product") shall mean a Clients device, equipment, material, (d) fay any remaining outstanding charges owing to Intertek. or system manufactured by the Manufacturer, that has been submitted for testing or evaluation, found to be 8.2 trrjcrrcaative Rrrlieaf. The Manufacturer acknowledges that the manufacture, sale, delivery, in compliance with Intertek Requirements and approved for Fisting. 3. FISTING AtwID LAB INC 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 Marts or does not comply with they Intertek Requirements. The 7• AUMIkltSTRATIV15 F'I�t}�lt�IC?IdS 2, C Tt ICATit3k1 3.1 Ownership of the Mark. Ownership of the Mark and all trademark rights in the Marie Manufacturer further acknowledges that a breach of this Certification Agreement can: not be adequately �R f= _ P i< will not . - , e Product. The Marie shall only be applied to a Product that compensated by money damages. The Manufacturer agrees that in the event. of as breach of the 7.1 Ccmfie�nttaitlt . Without written authorization from the Manufacturer, tnterte remain in lntaartek, even if it is used on the Y Y Certification ation Agreement, Intertek shall have the right to obtain a temporary restraining order without prior voluntarily di lase to third parties confidential and proprietary information which the Manufacturer provides 2..1 Work Atithicirizaetar+5n Except to the extent Intertek shalt reaasonaabiy deerri necessary in complies with the tntiartek R uirerriaarits and such Mark shall be applied as specified in.the Fisting Report. rtfic Ag g � Y R P h anufacturer, t: ether with an action for preliminary and permanent injunction, and such to Intertek. This obligation shall not apply to Information which Is already available to the public, or t e m rk ori-c tent . aoa in the those models and brands that are s ecificall named in the Listing Report notice the M P 9 s and o an I _ h t certified Product in h e i The Mark tree) be applied only to p Y i r relief as may be provided b law, Said injunction shall prohibit the Manufacturer from acquired from ,other sources vwtthout confidentiality restricttions, or is required to be disclosed by lritertek to f I o r ins tmaris.thaf_ are. required tilt d i n l terta:k sh i n he facto rece;ivin active Follow-u Service and as noted on the Authanzat'lon tea Mark. Except as other and further Y P y J Fri aq ginou€se of o I at t ry g p utater Atithclties re txtailales for the a�cceptartce of tFie Produe t. Intrawrtek agates that this obiligaliiin to o a o l ruse of the Maack or the Inteartek name, on the further use ®f tires Mark andshall require the Maanufacturear to cxrmp�ly with the provisons in Miele 6.3 of this Reg ry spt _ r�eiauthorized b CI ent ursuant t provided herein and as Mdlcated in Article 3.2, any ofcotfi es..s aasire by the nas s o ra of wor c nd of t rerl Ced caflon A rewement. maintain confidentiality shall survive; the termination of this Certification Agreeme nto i tgrilar Product tiiaaR contains c ra (,art itrn Product is expressly prtohibi i a iof a �.� Sue cierrar. if lnteyrtek is served with a Subpoena. Court Order ar slttt�aar tfactirrterrt r om wig n- e Manufacturer 5.3 Sus eion: IJparn a Client`s or as Manuf�actur>yr`s fella c* tti c p y y P- carviee. Asa art of the Llstln and Fabeiing of the r roduct, th io ' n s deli to Intertek the Manufacture€, d sr ri th riz d re reserttative of each rt - 3.2eotlow rip S P 'g - r� rim Listing Report, Intertek race issue a letter of sus ensios-i regiuestirug the disclosure of confidential or proprietary information supplied and i conduct Follow-up Service. Follow-up Service may requirements of this Certification Agreement g p 3� p Manufacturer chooses is contest the .� Testtng cite Evalrrat€org. Intertek is an independent laboratory providing testing shalt cooperate with the Intertek representatives who card p P i , failure and the period of suspension of the Cliwfs Fit of Intertek shalt promptly notify the Manufacturer. In the event that the - representatives shall have ftis. wetrlr shall not fy tFrelaerit of the nature of the fella e p p - stir the request shall evaluation serrvrces to determine whether representative samples of a Product comply with designated incleade teeter sudit� a( acoy time during business hours grid such lrrtei-tek rep .. _ _. - . __ 'I to take corrective action to resolve the cause of suspension, this request, Irlteartek shall cooperate vatuth the Manufacturer. The responsibility or contesting q and/or codes. Interteak does not publish standards, a access to the Manufaacturees premises wherein the Product, or components labeling. In the event that the Cleent falls t national and international standards, specifications, a p unannounced, aril immediate � _ resat solely *ttttFi the Manufacturer. If the Manufacturer cbeelines tea rroritest the request or is not successful in Intertek representatives shall comply Certification Agreement shall be terminated pursuant to ArtuaoEea, lions and/or codes and therefore. does not warrant to tip: Client or the Manufacturer that the thereof, may be fabricated, processed, finished, stored, or heated. ante e3p p Y contesting the request Intertek will provide the requested inforrrratlDn. Any costs incurred by Intertek in specify , , , Y • _ • - intend to allow Intertek to f.d� �ubll� t+lotr In the event that Intertek. Firs eaortflr>!rierd evidence that the Product In the staandard used fair the evaluation is adequate. The Client and the Manufacturer understand and agree that with facto policies as required while on premises. Follow-up Service is nt eci � p + _ responding to the request, including reasonable aatitsrriey`s feces, stiefi be reimbursed y eManufacturer e or warrant the maintaining continuing conformity of the Product to the Intertek marketplace Fins a significant rtori conformity, Intertek will contact the Client and alit in i uppc rt.of remedial immediate) upon invoicing by Intertek. Intertek has only teed or evaluated the submitted Product samples and doers not guarantee monitor the Maanufaciurer's compliance with mat g g y - - re rust intended to sails far ate taken by this Client too address the i`utrn�coriforrrilty, including, If pessary, public notification and/or as Y or compliance of all units of the Product manufactured or produced by the Manufacturer, The Requirements, and � control ffie use of interEek s Marks. The factory audits a satisfy � r.3 Feet.. Certification fees for maintaining the Listing, conducting the Fellow up Service, and quality P . , : �# ' rot program and to ensure that product recall undertaken by the Client. In the event that the Client does root take a€ tii�ii do address a that sae an independent Eaba)ra�to , Intertek assumes no responsibility otherwise replace Manufacturer's responsibility to maintain its quality control p g Manufacturer further acknowledgesP rY I P licensing of iF'ce Cerliti�atitrn Mark will be prepaid or tr�led to fig Client or a dasignaat. payer. Payment ' e Intertek Require Follow-up Service lilac) also include significant norr�cesnfcsrr»ity related to the Product; lrrtertek reserves the right to intact appropriate shall k*r;r due upon presentation of Invoices and the Client ac;iosil be considered in default If the charges are for the production of the Product, the Product remains in the compliance with the q p to government a errrcies, other ies to the supply satin, aatid/err issue public notifications advising o tkrrk Haan- not aid within thirty (3Q} days, Certification fees are non-refundable, Z 3 Client t3lslrgsataoorrs, The Manufacturer understands its obligations pursuant to this Manufacturer questionnaires, card/or the Manufacturer's warranty oft conformity. Intertek has the right g p taco Assignment The rf hts running to the Manufacturer under this Cesiiflcation Ce�rtiffcation Agreerrnent in order to maintain eligibility for Listing, and warrants that it shalt comply with the perform a final factory inspection try record final production status and to river all unused Inteertek conformity pursuant to Article 6.1(f} above, �A9 g following provisions'. Certification M a€ks upon notification of termination of the Authorization to Mark, Pees for a final inspection Agreement may not be assigned to or acquired by any either person eor corporation without Irrtertek`s inn (ar) The Manufacturer agrees that if the Client or Manufacturer'wishes to mollify or change the will be billed in accordance with Article 7.3 of this Certification Agreement. C. TEftlld I�TIQN O Tf . authorization. Product such that the Product no longer meets the requirements of the Listing Report for the 1.6 Term. This Certification Agreement shall continue in affect for a par!cid of a year from Product, the Client or Manufacturer must first either obtain the approval of Intertek or 4. iNi g.MHi 1CATL N AND LIABILITY 6.1 Terminatlon By Either Party, Either .party may, for any reason, terminate this tice date first above written and shall automatically renewed thereafter for periods of one year, unless Certification Ag ant, cis tcs anjf prod�rct upon not less than suety (60) days written notice to the other the termination rights provided far in this Certification Agreernant are exercised. discontinue use of the Mark. The Product may no longer be eligible for Lasting if it has bee n l be interpret ed in accorda nce with and . , - - party. •notice shall designate sa termination darts and the notice: perlrrd s�haall tors drri�d to cxsrnrr°ience 7.6 Juri>arllcticrrr. This Certification Agre�rr�nt shall ,: , . modified or changed by the Client or Manufacturer air Intertek s testing or evaluation. 4A Indemnification. The Manufacturer aagre to hold Intertek harmless and to defend and p rty 9 from upon the date of mailing of the notice to the Bother party by registered or certified mail, return receipt governed by urea laws of the jurisdiction within which the Intertek office stated in the opening paragraph is (b) upon request, the Manufacturer agrees that it shall retain.or make available a sample of the Indemnify Intertek against any liability, loss; or damage from claims, demands, casts (including legal fees), po n9 located. certified product from the most current production. or judgments arising out of any negligent or intentional acts of the Manufacturer relating to the Product or requested or by courier with confirmed delivery, (c) The; Manufacturer agrees to notify Intertek in writing of any reports that it receives of serious arising from the use of the Marls. 6.2 intertak Right To Terminate. intertek may terminate this Certification Agreement, as to personal Injury or property damage involving the; Product. 4.2 Liability. Intertek will not, under any circumstances, be liable to the Manufacturer for any any Product, without prejudice to any other rights or remedies that Intertek may have, upon either of the d The Manufacturer shrill notify Intertek of any labeled Product which bras left the ccsniccl of the indirect, s erslal, punitive; ar consequential da3tt,ages, or eery third pearly claims which may cerise as as result following, Interteak Tes ` wices NA Inc_ Accepted By: Ids Details a cirwrixany: Inc, (} Manufacturer that does not comply with Intertek Requirements. p p y in then t, special, 1, punit in r c Certification Agreement (a} Immediately upon written notice, if Intertek determines that the Product fails to comply with ( of ct r C parry Name;) (a) The Manufacturer warrants that a quality control program is, or will be , established and the Intertek Requirements or the Client is in default pursuant to Article 7'.3i maintained to ensures Product compliant with the Intertek Requirements. S. I t1 >ir Tt5 C� PLY iNITI♦ T EK FZE EIdT S c " Fit upon reasonable written notice to the (b} Thirty (30) days after thew Client rives wrtritten notlae in the Que:nt of (i} the filing aof a By: - - y° --- r a ' rwature 2A Reservation of Rights. Intertek reserves the right, ptr voluntary car involuntary p�etiticun in bankruptcy; (Ii) the making of any arrangement or (Signature d Intertek Individual) FProprictar, Parts ror rizeed office eg ) t re-evaluate file Product at the Client's expense. This re-c:vaitttation may be the result of Follow-up 5.1 Reti»rte9rarl Action. in the event that Intertek detects any deviation or variance in the �i Client, to t`e••e� I� comptatliatr with creditors by the Cilemttn (iii} the appointment of a receiver for the Client:; . S . P€il�t�aviscrn By: 1`y�4� flame upon Y in file characteristics of the material or improper € or unauthorized use of the Hearts or Intertek p Service, ar revision of the applicable standard, new information regarding � Product from Intertek. Requirements, p pe . lair (iv) the voluntary or invc�Iuntary itt�strdatron of tllie: business of the Client, (Nairn of Authorized IrirlividuafaPrinted) used in the Product, or other information that raises a question concerning the conformance of the Product � written notice to the Client Intertek reserves the right, in its sole discretion, to take such action as It deems 6.3 ObI€8iat€ons Upon Termination. upon tenninaation of this Certification Agreement, the to Intertek Requirements. i necessary, including but not limited to: 2.6 Revision, or Withdrawal of the Intertak Requirements. Intertek reserve's the right, upon Client and the Manufacturer shall: eq 9 P (aa} Requiring the Client, at its own expense, to undertake corrective action to ensure that then (aa} Discontinue the use of the Mark on the Product or Clients promotional material or ! T'rtte: Liirt�ctor of latli•If Certification 1'Itie: li, % • ��' reasonable notice to the Client, to revise or withdraw the Intertek Requirements. If the Intertek Product complies with Intertek requirements; advert€sin . Requirements are revised, a Client and the Manufacturer shall be entitd to continue Fisting and (b) Suspension or revocation of the Listing and the right to label the Product; g Date Signed. Q Efate Signed: Labelingof the Product upon a demonstration to the satisfaction of Intertek that the Product compliers with c �ttiidrawa3t of the su ly of labels sand rerritival of the Mark from non -conforming products; (,b) Promptly return to Intertek all Mars, Faabelirrg rri aterial, and the Fisting Repcsit, sand warrant p () PP in writing the date of last use of the Mark. the revised Intertek Requirements. If the Intertek Requirements are withdrawn, the Client's and the (d) Removal of the; Product from the Intertek Directory of Listed Products; Manufacturer's right to the Listing and Labeling of the Product shall terminate pursuant to the terms of (e} Termination of this Certification Agreement pursuant to Article 6; E i 1Ni'Sirnm 11/09909 Page 5 of 5 era 16.;i.4e (1ftW09) raae,aaiary i WT'S/tiara 11/99109 Page 2 of 5 8D 16.34e (11f9109) MarWatOry WTS/rim 11f09/09 Page 3 of 5 SCr 16.&Ale (1119109) Mandatory 'Otdl 89rrtrrU 11/09109 Page 4 of 5 SD t6, ,Aa 4rtr'saovi Mandatory Intertek, Intertek Pa e 3 of Pa 4 of R " ClkInspector's InitlaaII& Da : age 2 PERIODIC ON iE'CR' tnspec1 -!- iintlLocation: r's (nits: fJate w Inspector's initials: - Do the in rev n1 Is Ina those noted In ttte manua�ll ClienUlrocation: CMlenbUeation: I . NIA Yes Na U 7"+ regcie�t:I l art M0 be completed. Mate the reasooning � the Infortton is avai lablei air not app le. Uso a ttiona!not red tests and/or in aUCT CiFC15iNQ 6, Doers the client conduct the required s bons on incoming material as • !off � cteaaassa (if NO to any clam complete a Variance Report) sparred in they Listing 1et7 N8 Q Dateilmci! NIA Ej 'Y 20. Was C$R document r ded to client'? Yes No F'reclue of Irma p Q (if provided to client far future uses l s I 20.13oes their liktin Report contain a product descr ption, geaficatlons, al err irrly dravrings and no changes elria requested today please check N(3) a Year In Chit IIAcu>�itr 7, Are files . Test Rcr e and manufal ring eiral 7 ll 171r Quadedy RI�ulnua yr Y N/A lr'ete peed nQReports tip to date? NIA Yeei A No Q ,,rr' 30. Were variances noted during this Inspecdon f audit? Yes ❑ No r 21. Is the client c Mductfrr the final in if nog ski to 8. Are non-v ed car non plielnt mat+eriats apt iatety seilgregaitsd? j g Inspections or tests[ required In the Lung Reports, prior to p 0 31, if yes (complete the folkgwing and a Variance Report): i NJA Yes No ❑ Clleintr i final and lain the finished prmaduc? t 30. a. way Product or Label Related? Yes Q No Q g. Is the client cog �Q `Yes No Q �n in Appilcant Nerner (N neicesis y) g spections and tees required kr ttme Lisilrrg Report Farr �saa 34. b. was rm d to an adtNntstrathte Gr a to a Quality Control Manual? Yes Q No [] qua ityy con ty 22. the famished produds meet o equirsments found in the Ildng reports? Factory Atdchw- f NIA Yes No NIA Q Yes tmV j 31. Have s techn%al variances been corrected? � 10. Aloes the client ma3rin: : records ecessaary or required inspectlons and tests?' 2�. Are nonconforming produce segregarted from cxgrtfarming product as directed in the Listing NIA if no Report? g ( pious variance) N/A [� Yes No �A Q Yes j New Q Yee ( olr �f of �nrection) Reptsrt Numrr ageFt (t ari P u �(s)� F "" Q "" 11. Are flier records up to of to and trilleked by an Inte dek Field Represeintative'? No attach co cif off Ina Y once Report) i �aldory Remprrim�senta: �111�s�l��` N/A Q Yes: No ilntertek Fie 2244, you able to tram the product from raw mat is or supplier to ai finished product witfw � pmirtaitlraei: COMMENTS, 12. Is nrrt used for 4C testing calibrated Q verified Q air ttmecked yoa'nai go Q? N/A No C] Telepi�gnie Number iI e �, few incaltbr Iled, Describe ptocedure othemivlse. 25. Is there ar spec ills area for Quarrmtmtlne of nonc+omptlatlnt material (whether k is raw mats earl, FarxairrYler ,ems i� �� d m No ttmat did not most the minimum specilicatlortis? �: E�iv , 13. Is t used for manufarrt�uurkmQ velrMilli l ❑ or chedted goino got Q? NG�CQ�T TRACKING I amcknoWedge `sic t of a COPY of this in Ahab if calibrated. Di cxitia pr000durre of mwwise.. Inspection rwd by q1kR tatdmwt �ilgNrll l7if2 I aeir'w � aoNl�ted7 � 03 (If�t¢itattM1orri�t.airY`ERremprorrfdedtent twttltGitstiornerrerwtce R u N/A samplting is mist to aired at ills loasatl rim) +nreirtt 14„ If V.Wibrated, can, you the calhiiratlonI�aage currrsrmtaxur H phone )C aat least aannu or` Neill, c iWi&atiart dtitebte taw? Wk Year p N era! , were ootl+ec�ed provides details of the samples here: ctory Repneemmtailv+e'is Si on the Arrthortaatlorr Altgnature Mntiertek ReprcrosaWre N/A j �+ Q Y NO Q If any Inawact, piea. drete their in s t Q Yeas 04 I o g g? 15. Doers the, Glens have new u m f+r� manuln andla:rr teafltr 2. Aire i14h repo It reii(s) Q I A y percifitlr sr of tt'fe t'atest editka? N sew timed read thew nevi equ ant. � No I No Ej (argly if $am a i>3 required and rrot selected, otherwise please check l`€/A) If .� _.. .4 asamp a is requIlirmll and no sanVft Wass collected explain: 3. Has there been a Shan to the k Reviewed by' _ Date N/A Q li'eg rureb? `if !� (If N© Illlt3 II i CTC11pC i INITIALaA BATE LABEL LQt3 i }iCl -----�--- y �n ) 77" Report ra fbr ilia OukA&W um ortrxarka+a5 QWd and 4 prowYladptrrarrawt ib cue ce�rs�caabn 27. does th ant haw a method of trac�ckt aU complaints =>e•nraa,w,lnt�fekarrrd i 1@. Are p ci (vlSrising t Arccordance Willi the Listing Report? g mptaints from aistomers7 sae t na6oYnek�a W arw r r wo Nmked to the twme and � eNrne wr"a ni: rntanek,m Ica no r1"ft IM ANUFACTURlNCI PROCE&S - In fat f� Yeas No Y� if nerve or r>temr�ued desrxiiber: �, {' wwlrc darer man ib me a ifirit m tie cnrci wiea wins star agraarttarpi hr any kft a xpamo or drmage �aadrrned by ire► use err ahOclmtista arlr t tlCwr ceJa fiat• R VIOW 411d Initial rill re crirds,�. for" ti"i No Q Please cxglmplete a Var�arrce R i�e o►vy awl exert w sustwbed to pwm# ccpyftV er cii"u o of Mir napar aria titan � in xa **sty, Any use of me f _,] ctrNO flare` aril arkl � aarr+f �a�,abhgfy, E tlt~wrrt iirt a 17'. Laab Method: sport aratartdir Hama err awe eta mvrala rordir eat, w adverttaamerx �i°mr tnaJie� matcaret, ptrieluct or aawwits�ii nwat a�at tics (tf NO to can u P � iRr+eed'r�itll nrlrrttgigrrir 1� awoodb carftbyir�kbk i7r/i Y asiicsrt co a �ariarmce r eparable Labels i ,w* #*aa>AwWyarciirrr► sfaair AW6Wjjpa terms 1brjh0 wP o ,0aSwrwtraern Report) Bootthh (Supplied by Intertek) E)"ct Impdttit (by Client) 28„ Did ye5u �ew all cxilmptelindt ell feet aurtlt7 re tiaiir an�irw9dr� � i FaW�ay Aarssa,rrneitta anr►� up sarvlcae are rbr lire pirrpisarir ai Neither Yea, aa�+� uaao 01M car�rdricefkon M" in accaudwr air wwilr me �jrsarnaralt may awe nit rbr the aaaairYtp 4, Is brew rc'eduetl'on itowahsrt of de purpaaaaci►prardix##tar try reeisetii� of actual scrtpitiarn of pradrrc?iorm ierettr¢rds cxximfainr3d In the` rrrarrual �g i t;crmpfialrmiie to Review sanbof and do not r WWm atua r #W* and wW o"Osi m in ilia tap", (� �le>rrt flaw and � 181. I s label city aids its? 1 g. Are 1cgets pro erty mpleted? Managed at Coaporats or other tea Ion Q NIA ❑ Yes No Q NIA Yes No Q N/A Yes (� No [� No Q If comiplaint method not reiviervied, please explain why SO 113.3.14 l SO 10.3.14 (krrnerty WtIDPIR100) ,W REV 4f12110 SD 18.3.14 (formerly MIDPIw?1ta0) 5D 18.3.14 (furrnedy M#DPIR100) �. ` � , � MtCP'IR1Ugj Intertek REV 4f12MU Intertek F?1=V 4/12/itJ EREV 4112li0 ; Maendairsry DlrrtnMon.- O iginaal Intertek Copy Client Copy lnspectcir hoer" Mandatory Disttibutim- i�rig Intettefc Mandatory 01strtbWarr: Original inte3rtek Copy Client Copy Inspectror cow client copyinspe dor i4larrctaaokiry D�tr'itorami�m; €�rgiinael Intertek Copy Cli+iurt Crypt' Inspector` gI f U z Q � U U J 0 J J J �- U_ CO _J 0 W 0 Q 0 Q Z W Q Z Z W W J co 0 v! ❑❑❑ U � ZLd W L' D U) w ar ° ly0 U) Ozo= c O J Q z OQ 0 Z W o W �z c� - ' ' t oo z 0 W o0 0 (D 0M m F-- w o ta' z >` z Q O z U - J Z U ISSUE DATE AUGUST 2008 REVISION DATE 2-8-2011 4-9-2012 SHEET N201 PRODUCT APPROVAL Report prepared for: Scolt Hamilton(Clopay Building Products Co., Inc. (CBPC)) an 3/ ,2Q12 2.4I.08 PNi _ DlalcT LISTING INFORMATION OF Clopay WINDCODEU W6 Sectional Doors SPEC ID: 27355 Clopay Building Products Co., Inc. (CBPC) 8585 Duke Blvd. Mason OH 45040 This e report is for the ex s n Client exclusive u of I tertek's Cli andis provided pursuant to the agreement between Intertek and its Client. P P 9 Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for an I e r I aloss, expense o damage occasioned b the use of this report. Only Y p 9 Y P the Client is authorized to permit copying r distributionf i i G o ps t py g o o this report. and then. only n 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 writ ing by Intertek. The observations and test results in this report are relevant only to the sample tested. This report by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program. Clopay Building Products Co. Inc. (CBPC) 27r ' Rev: Mar 2012 1: 3PM Uncontrolled "o p y t g €5 ( C.) €, 3�5 � 7 5 �Copy Page I of 4 Report prepared for: Scott Hamilton (Clopay Building Products Co., Inc. (CBPC)) on 317/2012 2A1,08 PM DiI�ET ,,, :Double Car 18' 2" Steel Pan (120) ( No 18' 2" i +37 PSF Double Car 18' 2" Steel Pan Yes 18' 2" +37 PSF Gallery/Artistry/ Expressions (121) i Double Car 18' 2" Steel Pan .Gallery/Artistry/ Expressions (122) No 18' 2" +37 PSF A f+,i h, i+n CSI Code Listed or Inspected Report Number Criteria Criteria Criteria Static Load Test - Design Pressure Intertek Services Listing Section Test Original Issue Date \/-I. — 08 30 00 Specialty Doors and Frames LISTED 100487442MID-002 ASTM E330 (2002) ASTM E1886 (2002) ASTM E1996 (2002) See Table Certification WIND LOAD RESISTANT DOORS 2012-01-26 -37 PSF -39 PSF -39 PSF Clopay Building Products Co., Inc. (CBPC) 127355 1 Rev: Mar 7 2012 1.53PM j Uncontrolled Copy Page 4 of 4 Report prepared for Scott Hamilton (Clopay Ba ilding Products Cu., Inc. (CBPC)) on 3/7 2012 2:41:08 PM WIND LOAD RESISTANT DOORS Clopay WINDCODED W6 Sectional Doors � * @"tvrteiti .......:.. Clopay WINDCQDEO W6 (Sectional Doors __.. Impact _. _..... _ .. (Max. _...... (Design __.......... _................. _ 'Design 'Rating /Width (Pressure Pos. ;Pressure Neg. ;Single Car Double Skin EPS N/A 9' - 0" 37 PSF j -37 PSF (Single Car Double Skin EPS 73 Yes 9' - 0" +37 PSF -40 PSF iSingle Car Double Skin EPS No 9' - 0" +37 PSF -40 PSF Single Car Double Skin EPS Gallery/Artistry/ Expressions s Yes 9' - 0" ' +38 PSF -42 PSF i Single Car Double Skin EPS Gallery/Artistry/ Expressions No 9' - 0" +38 PSF R -42 PSF ; .. __,. m.... . _.. (Single Car Double Skin EPS with I - :._ ( .� _ i Overla Yes 9' _ 0,... +38 PSF -42 PSF _ _ �. _-_.. ..__ . n le Car Double Sig Skin EPS with _ _. No _. 9' - 0" +38 PSF - 42 P__. SF ,Overlay 'Single Car Double Skin PUR 79 NIA 9" - 0" j +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 I -40 PSF _____ Single Car Double Skin PUR with Yes 9' - 0" +38 PSF -42 PSF Overlay 82 Single Car Double Skin PUR with No [}!fj{ 9 - 0 I 38 PSF 3 ? � -42 PSF `Overl 8 a 3 I Y F i I Sin le Car Steel Pan 84 9 i Yes { 9' - 0" I I +38 PSF -42 PSF .Single Car Steel Pan 85 r_ No 9' -0 +38 PSF j -42 PSF Single Car Steel Pan 86 Yes 9' 0" 'i +37 PSF PSF ,Gallery/Artistry/ Expressions __. _ ___._..._ _ __. - i -37 /Single Car Steel Pan 87 _...------ _ _ ___. .__--«-...... ... ... __- Gallery/Artistry/ Expressions No ( 9' -0 { +37 PSF I 37 PSF Single Car Steel Pan with Overlay No ; 9' - 0" 1 +37 PSF I -37 PSF ,Single Car Steel Pan with Overlay ___........__ Yes _.._ _ � 9 0 + � 37 PSF i - 37 PSF 'Single Car Custom Wood N/A 9' - 0' _ ! +39 PSF -45 PSF _. _ ... _.. __ .. Double Car Double Skin EPS No 16 2 �� j +37 PSF I .a,.. ? -40 PSF _.. _.-... .__:-.- Double Car Double Skin EPS Yes 16' 2" +37 PSF _.._.. _ _.... -._. -40 PSF Clopay Building Products Co., Inc. (CBPC)1 27355 f Rev: Mar 7 2012 1:53PM I Uncontrolled Copy Report: prepared for: Scott Hamilton (Clopay Building Products Co., Inc. (CBPC)) on 3/W2012 2:4 LCIS P 1 DIRECT ;Double Car Double Skin EPS Yes 162" +37 PSF -40 PSF ;Gallery/Artistry/ Expressions - _ �-40 Double Car Double Skin EPS No �� 1-6.�2 i +37 PSF_._...__, P SF Gallery/Artistry/ Expressions 96 Double Car Double Skin EPS with Yes 116' 2" +37 PSF -40 PSF Overlay _. .__. ...._.._ _... _ _ _......... ,__ .....__. _.......... Double Car Double Skin PUR (98) Yes $ i n i 16 2 +37 PSF -40 PSF I Double Car Double Skin PUR (99) No j 16' 2" +37 PSF ; -40 PSF Double Car Double Skin PUR with 1 Overlay (100) Yes 16' 2" I i +37 PSF -40 PSF I Double Car Steel Pan 101) ( Yes 16' 2" +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 . 162 ... ..___ +37 PSF -41 PSF Gallery/Artistry/ Expressions ? Double Car Steel Pan (105) No j „ 16 2 +37 PSF 41 PSF Gallery/Artistry/ Expressions 3 I Double Car Steel Pan (108) with I No 16' 2" +37 PSF , 37 PSF Overlay Double Car Steel Pan (109) with Yes ! 162" +37 PSF -37 PSF Overlay Double Car 18' 2" Double Skin EPS Yes 18' 2" +37 PSF -37 PSF j (110) le Car 18 2 Double Skin EPS No 18' 2" 1 +37 PSF -37 PSF (111) Double Car 18' 2" Double Skin EPS Yes 18' 2" +37 PSF -37 PSF ,Gallery/Artistry/ Expressions P Double Car 18' 2" Double Skin EPS Yes 1812„ + 37 PSF - 37 PSF ' with Overlay l Double Car 18' 2" Double Skin PUR Yes 181211 ! +37 PSF -37 PSF j (114) = -.,_ _ ----- 'Double Car 18' 2" Double Skin PUR I No 181211 i +37 PSF -37 PSF (115) - Double Car 18' 2" Double Skin PUR Yes 18' 2" +37 PSF -37 PSF ! with Overlay (116) I Double Car 18 2 Steel Pan Yes 18 2 j 37 PSF -39 PSF Double Car 18' 2" Steel Pan No 18' 2" +37 PSF -39 PSF 1 .'.Double Car 18 2!1 119 ( ) Steel Pan i Yes 18I 211 3 37 PSF i 37 PSF i Page. 2 of 4 1 Clopay Building Producti Co., Inc. (CBPC) 127355 1 Rev: Mar 7 2012 1 E53PM I Uncontrolled Copy Page 3 of 4 U Z fY U 0 J .. J >- L J m J 0 W C�z F— i— Q Z �-Z J W W J J U 0 Z El El El U 0 z z CIS Q d w w :D U) F-- w 0 Z Q 0 <(z C( W 0 a z OW 0 NM m w 0 � Q Z Q o� U Z Z c� ISSUE DATE AUGUST 2008 REVISION DATE 2-8-20 9 1 4-9-2012 SHEET N2E2 PRODUCT APPROVAL 127 W. Fairbanks Ave, BUILDING DROPS Suite 4,38 A Perfect Solution in Every Drop Winter Park, FL 32789 407.644.6957 Ph CerdfCaLe af Authorization; 29578 407-644-2366 FY cc,ntac,t@buIldingdrops,cow 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. SECnON DRAWING i REPORT O.A. ENT ffY 1 Q.A. FKA TEST STDS. PGW029 14039.1 PGWO30 PER 1121 NAM12/31/2013 AAMA 101-05 Note., AAMA 101-05 = AAMAIWDMAICSA 10111.S.21A440-0 To the best of my knowledge, all referenced & Included teststanclards, 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 bythe Florida Building Commission. Page 1 of 2 Ave. BUILDING DROPS 1,27 W. SuiFairbankste 439 A Perfect Solution In Every Drop Winter Park, FL 32789 407.644.6957 PH Certificate of Authorization: 29578 407-644-2366 FX oontactobuilVingilrops.com 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 repori(s). Respectfully submitted, F wk, f Digitally signed by Hermes F Norero, P,E, r Reason; l am approving this document Date- 2012.03.06 20:08:34 -05'00' Hermes F. Norero, P.E. ',q 0"L J'40141W" Florida Registered Professional Engineer #73778 Page 2 of 2 UNIT' MAX. WIDTH 51W D,LO MAX, WIDTH 49A4` j � =3 01 UNLIT MAX. HEIGHT 72,00" � H 4_ 'Itxl A E SASH MAX;. WIDTH 5126. ELEVATION D'LO. MAX HEIGHT 3325, SASH MAX HEIGHT 36.31" SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE r ANCHOR LAYOUT D.LO MAX. WIDTH443V 5 .3 UNIT MAX HEIGHT SEE ANCHOR SEE ANCHOR SCHEDULE UNIT MAX, WIDTH 4800" #5 PLY GEM 433 N. MAIN ST., PO BOX %§, @F ROW MOUNT, VA 2401 4 -4844"S PX 540-464,4693 b.L.O. MAX, HEIGHT � W- 4&56" SASH MAX I HEIGHT iL z -c 3 3 4 ,4' A 4 SASH MAX. WIDTH 46.26' z ELEVATION o 1-4 > g LL) EOGE HEAD SILL JAMS 04, CORNER ANCHOR TYPE INSTALLATION QTYPER SUBSTRATE EMBEDMENT DISTANCE 04, DISTANCE O.C, DISTANCE DISTANCE DISTANCE TYPE LOCATION (IN.) W) (IN.) (M) #8 SELF-TAPPIN6 FIN I STEEL STUD 3 THREADS N/A 12 12 9 4 3/16" ITW TAPCON FLAKE I CONCRETE/MASONR—Yl 1,25 i 20 20 4 #10 SELF -TAPPING FLANGE 1 20 1/4" MAX, 3 THREADS AM SHIM SPACE SHEATHING ENGAGEMENT AiS SELF-TAPP" SCREW BY OTHERS INSTALLATION ANCHOR EXTERIOR FINISH METAL STUD FRAMING By OTHERS BY OTHERS #8 SELF' -TAPPING SCREW PERIMETER CAULK INSTALLATION ANCHOR By OTHERS METAL STUD FRAMING By OTHERS (13 C1,A_5 1/1" MAX. WINDOW IS SHIM SPACE 3 THREADS MIN. HEIGHT ENGAGEMENT SEE GLAZING-11-1 EXTERIOR DETAIL I INTERIOR By OTHERS 171 EXTERIOR FIN15H By OTHERS 7 PERIMETER CAULK BY OTHERS O.A. WINb0W wrb,rfq VERTICAL SECTION HORIZONTAL SECTION KFAD - ix wOoDtCoNCRETEjMAsoNRV \A� JAMB- STEEL STUD FRAME 4712 AN 4712 FIN SEE GLAZIN6 DETAIL.1 i EXTERIOR 0-A. WINDOW I HEIGHT INTERIOR I/W'MAX. SHIM SPACE PERIMETER CAULK BY OTHERS EXTERIOR FINISH METAL STUD FRAMIW By O'I'AERS SHEATHING By OTHERS '-*S SELF -TAPPING SCREW BY OTHERS- 3 THREADS MIN, INSTALLATION ANCHOR ENGAGEMENT VERTICAL SECTION SILL -PRIECAST CONCRETE 4712 FIN I-" U4712FL FRAME - HEAD ALUMINUM TYPICAL WALL THIC"Ss:,OQ- gAr 4712F FRAME - SILL ALUMINUM TYPICAL WALL THICKLI*551.66V" l-21464--l- __ L 10, SALUMINUMSEAD TYPICAL WALL THW"55. OW 1165' I---- 4712FL FRAME - SILL ALUktIlFXlAri TYPICAL WALL TkICKNIESS.,062' 4712E FRAME - JAMB ALUMINUM TYPICAL WALL THICKNESSs­CW SASH - S= 12 ALUMINUM TYPICAL WALL TI-ItCKNES5:.069' F 9� JW VERTICAL SECTION MEETING 4712FL FRAME - JAM9 471ZFL - JAMS CLIP ALUMINUM ALUMINUM TMCAL WALL THICKNE5 6; 062" TYPICAL WAUTHWKW55i .062' T-­4 1— 0,382' Z.zw- 481ZF FRAME - HEAD 4812F FRAME - SILL ALUMINUM ALUM UNUM TYPICAL WALL THICKNESS:.06Z' TYPICAL WALL THICKNE55;.06V I — C �� 10SASH - JAMS MEETING RAIL 3 ALUMINUM ALUMIMM TYPICAL WALL THTC"6,5�.062�' TYPICAL WALL THICANIESS; D62' low L BILL OF MATERIAL N5 DESCRIPTION MATERIAL MANUFACTURER 1 11069 4712FL FRAME - HEAD ALUMINUM PLY GEM 2 11929 4712FL FRAME - SILL ALUMINUM PLY C-EM, 3 11070 4712FL FRAME -JAMS ALUMINUM PLY Gem 4 11451_ 4712FL - TAMB ANCHOR CLIP ALUMINUM PLY 615A 5 10372 4719F FRAME - HEAD ALUMINUM PLY Gem 6 U921 4712F FRAME - STU ALUMINUM PLY GEM 7 10374 4712F FRAME - jAM8 ALUMINUM PLY 604 10379 4812F FRAME - HEAb ALUMINUM PLY GEM 10 uggs 110381 4812E FRAME - SAL 48121F FRAME - JAMB ALUMINUM ALUMINUM —PLY GEM PLY GEM 11 11622 SA514 - kEAD ALUMINUM PLY GEM 12 11926 SASH - SILL ALUMINUM PLY 6em 13 10377 SASH - JAM& ALUMINUM PLY GEM 14 IL623 MCEYING RAIL ALUMINUM PLY 6EM, 15 V - 4901TYP) GLAZING BEAb VINYL PLY GEM 16 V - 7145 FIXED JAMB SHIM ALUMINUM PLY GEM 17 V - 7139 SASH SHIM ALUMINUM PLY OEM '- 7140 SCREEN RETAINER ALUMINUM PLY 6EM 11111111111211111 INNIIIIIIII PGW029 -EET: 2 OF 6 PLC` GEM I' 413 a MAIN ST. A.) BOX 659', ROCKY MOUNT, VA2.4M W 540-484 d348 M W-484-66U INTERIOR SEE GLAZING U, ki V, DETAIL 1 2! ss EXTERIOR z 0 #-4 Zo LU ry n 0 4712F FRAME - HEAb ALUMINUM TOM& WALL THICKNESS. .069 4812F FRAME - JAM& ALUMINUM TYPICAL WALL. J 2,461" Z169' GLAZING DEAD 15 VINYL �47 9 PGW0_ 29 HEET: 4 OF A2 PLy GEM 413 K MAIN St., PO BOX 5", ROCKY MOUNT, VA 24151 FK 540-484-6349 FX 540 44-66113 en tj V) z -J, ui Vi < or �c co Z 0- z 0 z 0 WV) UJ r r. U 4,- Url < P&W029 41EET; 6 OF 6 3/16" 1rWFA1`CON INSTALLATION ANCHOR CONCRETE/ MASONRY &V OTHERS CAULK 5= CONCRETE/ MASOI Y't IX WOOD BUCK BY OTHERS IX WOOD OUCK--, BY OTHERS EXTERIOR FINISH BY OTHERS I PERIMETER CAULK 1/*'MAX, WIND0.& BY OTHERS SHIM SPACEOW HEW44T SEE GLAZING EXTE141CA DETAIL I INTERIOR VERTICAL SECTION HFAD - JX WOOD/CONCREWMASONRY 4712FLARGE 2 112, MIN, EDGE DISTANCE 11/4" MIN. EMBEDMENT EXTERIOR rNTIERIOR SEE 611,A2ING DETAIL I WINDOW HEI64T S1/4'MAX SILICONE sy or,4w's — I'M SH SPACE EXTERIOR FINISH BY OTHERS Ix WOOD at" % By OTHERS-,-, CAULK BETWEEN CONMETEI MASONRY A IX WOOD SUCK BY OTHERS COWIZIFTE/ MASONRY BY OTHERS �A VERTICAL SECTION SILL- IXWOOD/CONCRETE/MASONRY 4712 FLANGE 1/4''MAX, SHIM SPACE 3 THREAbs MIN. PLY ENGAGEMENT GEM #10 5ELF- TAPPING SCREW :2 INTERIOR 413 N. MAIN sr,PO I10X 55n, INSTALLATION ANCHOR ROW MOLWT, VA 24151 4 13 Pk 040464-4,34a FX AU-484-6653 METAL STUD FRAMING 15 SEE GLAZING BY OTHERS DETAILI 5HEATHING--- BY OTHERS EXTERIOR Lu z 14 3 EXTERIOR FINISH BY OTHERS O.A. PERIMETER CAULK WINDOW BY OTHERS WIDTH j D—HORIZONTAL SECTION JAMS -STEEL STUD FRAME 4712 FLANGE 7- 11/4' MIN EMBEDMENT 0 AX SHIM SPACE CONCRETE/ MASONRY By OTHERS -CONBETWEEN CONCRETEI MASONRY d IX > WOOD SUCK BY OTHERS Uj vy INTERIOR _IX WOOD BUCK BY OTHERS a. 3/16' ]:TW TAPCON 4 vINSTALLATION ANCHOR zlx 49 z 1/2" MIN. EDGE DISTANCE SEE GLAZING Z D,ETAIL I EXTERIOR FINISH BY OTHERS EXT1591OR PERIMETER CAULK O.A. WINDOW BY OTHERS es uy WIDTH bWG 4- PGW029 HORIZONTAL SECTION JAMIR - IX WOOD/CONCRETEIMASONRY SHEET. 3 OF 6 1 4712 FLANGE 1)4'MAX. SHIM SPACE 3 THREADS MI[ 1 J PLy GEM SHEATHING ENGAGEMENT #8 SELF -TAPPING SCREW t/ WiNtY00wS, By OTHERS --_-INSTALLATION ANCHOR #8 SELF -TAPPING 5CkEW 433N.MAIN 5T..POR0XM9. EXTERIOR FINISH iNs'rALLATION ANCHOR R0W MOUNT. VA 2416t By OTHERS METAL STUD FRAMING INTERIOR BY OTHERS PP, 540-484-6348. FX 640-4a4.6683 METAL STUD FRAMING PERIMETER CAULK gy � 'RS 1' �4 )*CHEPS LK R A E '5 BY OTHERS Y OTHERS 13 SEE 6LAZINCY DETAILI 3 THREADS MIN� EN6A6EMENT U) 'X O.A. IAVMAX�LL VnNbOW 15 SHIM SPACE SHEATH 04 HEI6HIT'4- HERS BY OTHERS SEE GLAZING _Ix 314" OA, INSULATED GLASS DETAIL 1 18 Cu P EXTERIOR EXTERIOR ihLT Riop DOW 1199 EXTERIOR FINISH to h4 Su By OTHERS S=CONE PERIMETER CAULK WINDOW BY OTHERS WIDTH j-'\ VERTICAL SECTION 1 L HORIZONTAL SECTION HEAD - ix w000/CoNcxErE/Lv_%ONRY JAMB - STEEL STUD FRAME 4812 FIN 4812 FIN U) 1/4" MAX. z I/Zl M ' Xm GLASS SHIM SPACE 0 SEE GL4ZING z DETAIL. 1 0 P 17 1 GLAZING DETAIL 1 #8 SELF-TAPPL,46 SCREW INSTALLATION ANCHOR LU I exTERIOR 12 INTERIORa CIA. IdC3TE METAL STUD FRAMING WINDOW 1/4)'MAX. GLASS THICKNESS AND TYPE By OTHERS NE16HT 9 $HIM SPACE MAY VARY PER ASTM E 1300 GLASS CHART REQUIREMENTS 10 INTIVAICIA 3 THREADS MIN ttt ENGAGEMENT PERIMETER CAULK BY OTHERS METAL STUD FRAMING .......... % 11 ;� : . 3 EXTERIOR FINISHSHEETHrNG BY' OTHERS BY OTHERS BY OTHERS SELF-TAPPD46 SCREW SHEATH M. BY OTHERS 3 THREADS MINL INSTALI-A'qON ANCHOREXTERIOR FINISH EN&AGEMENBY OTHERS DETAIL I T SEE GLAZING PERIMETER CAULK BY OTHERS 2 CXTEAICCk O.ACj *(A M 3, < z WrNoaw 'i VERTICAL SECTION WIDTH DWG s" - PRECAST CONCRETE HORIZONTAL SECTION PGW029 4812 FIN JAMB-STEEL AM$ - STEEL STUD FRAME SHEET, 2 FIN 5 OF6 b z 0 L) _j _j _j _j >- LL - 0 - W > 0 z < z Z0� W J 0 j0 co 3: T 2 0 0 E] b z 0 U) WW> Ld W0 LL] 0 Z 0 W z (D Z _j _j < Wz 0 LLJ0 Z 0 0 W W 00 0 0 0 0 (D _j CN 5 M F-_ Li oo Z ry Z 0 Z (U) ISSUE DATE AUGUST2008 � REVISION DATE I 1 4-9-2012 1 SHEET N3 PRODUCT APPROVAL 0 96.312" MAX. DOOR WIDTH 48,50" MAX. PANEL WIDTH 45.25" MAX. b.L.O. WIDTH 95.001, MAX. PANEL HEIGHT MAX, DOOR Sit25" HEIGHT MAX. bt.O. HEIGHT ELEVATION 96.00 bc HEI NOTE: SCREEN PANELS NOT SHOWN FOR MAX. SCREEN PANEL HEIGHT: 94.50" MAX. SCREEN PANEL WIDTH: 49.00" 48.50" MAX. PANEL WIDTH 45.25" MAX. O.L.O. WIDTH 95.001, MAX. PANEL HEIGHT 96.00" MAX. DOOR HEIGHT MAX. 01,0. HEIGHT 142.560" MAX, DOOR WIDTH 48.50" MAX. PANEL WIDTH 45.25" 9! AO PAA HE 'MAX. OR GHT ELEVATION EXTERIOR VIEW - 3 TRACK 0, BUILDING DROPS t\ 7 A Perfect Solution in Every Drop I jl; I Certificate of Authorization: 29578 February 24, 2012 TO: Whom it May Concern 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407-644-2366 FX cont:act@buildingdrops.com FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer #73778 MANUFACTURER: Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 FLORIDA PRODUCT APPROVAL 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 Buildine Code. SECTION DRAWING REPORT Q.A. ENTITY Q.A. EXP. TEST STDS. 14634.1 PGW063 PER 1427 NAMI 12/31/2014 AAMA 101-97 14634.2 PGW063 PER 1427 NAMI 12/31/2014 AAMA 101-97 14634.3 PGW064 PER 1428 NAMI 12/31/2014 AAMA 101-97 1"34.4 PGW065 PER 1429 NAMI 12/31/2014 ASTM E 330-02 AAMA 101-97 Note: AAMA 101-97= AAMAINWWDA 10111.S.2-97 Page 1. of 2 14T000" MAX. DOOR WIDTH V, 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 Y// PH540-484-6348 FX; 540-4414-6683 00 U Z a U') U- LU 1Z U > Z ca I.- ix W Wix .0 W Z " " tZ P! P Uj iy 0- ELEVATION EXTERIOR VIEW - 2 TRACK 9 suk 6 SP C) No6ff t4,1 Z * :; Z Uj , C Z LL T Z 0­_F `S­ T—A T_ E_ 4Qj P&W065 - /0 NAttu SHEET: 2 _OF 127 W. Fairbanks Ave. BUILDING DROPS Suite 438 '` Winter Park, FL 32789 A Perfect Solution in Every Drop 407.644A957 PH ii Certificate of Authorization., 29578 407-644-2366 FX contact@buildingdrops.com To the best of my knowledge, all referenced & included test standards, methods of installation, details, and performance ratings have been found to comply with the 2010 edition of the Florida Building Code. This product is manufactured under a quality assurance program currently approved by the Florida Building Commission, Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). ot .1. Respectfully submitted ,,,,O e$F Digitally signed by Hermes IF Norero, RE. Reason: I am approving this document Date; 2012.0106 19:57:09 -05'00' Hermes F. Norero, RE Florida Registered Professional Engineer #73778 Page 2 of 2 193.750" MAX. DOOR WIDTH 4&50" MAX. PANEL WIDTH (E P 45.25" MAX. D.L.O. WIDTH 96.00" MAX. DOOR HEIGHT NOTE: SCREEN PANELS NOT SHOWN FOR CLARITY, MAX, SCREEN PANEL HEIGHT. 94,50" MAX. SCREEN PANEL WIDTH: 49.00" Ci OW N to kX. qEL 9 6HT 10 M 9 P 10 L 91.25" 9 MAX. HEIGHT 00 0/0 ELEVATION EXTERIOR VIEW - 2 & 3 TRACK L 285.750" MAX, DOOR WIDTH 48.50" MAX. PANEL WIDTH 11 45.25" N P/ HE 96.00" MAX. DOOR HEIGHT EXTERIOR VIEW - 3 TRACK 11­._ %,itlli lilt 11;_ 0 No, 681,oi Z Al -STATE��, 0 IF- Uj 4u A 433 N. MAIN 5T, PO BOX 559, ROCKY MOUNT, VA 24151 F*H--* 64-0-484-6348 FX. 640-484-6683 co 0 in N I cu Z 0 > V) U_ LU NZ ­ X ix -7 LU > ca F- c5 fy QC W LO LU W Z 1-4 LU Ca N CL Z Z 0 V) P H >OL LU LU un LU Uj I UJK Z , W Z Q Z U 0 U) DWG P&W065 SHEET: 3 OF11 d Z 0 J >- LL 0 Uj < C) Q W 1-- Q Z Z Uj Uj _j o 0 U) El El 0 ISSUE DATE AUGUST2008 REVISION DATE 3-7-2012 SHEET N3.1 PRODUCT APPQOVAL 6.00" MAX. FROM CORNERS, TYP 20,75" MAX. O.C- TYP 6-00" MAX. FROM CORNERS, TYP r I 20,75' MA INSTALLATION ANCHOR, TYP 6.00" MAX, FROM CORNERS, TYP-"-I-.-----►�- 20.75" MAX. O.C_ TYP CORNERS, 6.00" MAX- FROM --- ! TYP 1 25" MAX. O.C.TYP 6.00" MAX. FROM CORNERS, TYP 20,75' MAX, O.C, INSTALLATION ANCHOR. TYP J 6,00"titAX. FROM CORNERS, TYP - - - +-�-- 20JT MAX. O.C. TYP ANCHOR LAYOUT 6.00" MAX. FROM CORNERS, TYP 16 63" MAX, t).c. TYP 6.00' MAX. FROM r CORNERS. TYP 20.75" MAX. O.C. TYP INSTALLATION ANCHOR TVP j r 70 6" MAX. FROM CORNERS: TYP ---I �---.-r- 20.75" MAX- O,C. TYP 1 3/4" MIN, SEPARATION - - -' 3/4" MIN. EDGE DISTANCE 2 1/2" MIN- EDGE DISTANCE �....-^ CAULK BETWEEN CONCRETE/ MASONRY �:. - CONCRETE/ MASONRY 6 IX 8Y OTHERS f WOOD SUCK BY OTHERS 1.X WOOD BUCK -- BY OTHERS /. t 1!4" MIN. EXTERIOR FINISH. - I� �.- EMBEDMENT BY OTHERS - ��1/4` l J MAX. SHIM .J PERIMETER CAULK - BY OTHERS 13 e \ 2fl 3 3/16" ELCO TAPcoN 19 i INSTALLATION ANCHOR g EXTERIOR INTERIOR ('� VERTICAL SECTION O A ] CDNCRETE/MASONRY-HEAD UNIT /TRACK HEI6HT EXTERIQa INTERIOR ` Payn i 4 N. MADI SY:, PQ WX 559, ROt1iY N,LUNT, YA 2.-0157 PH: 54,4a4-lgl,8 rX: -i 04&-6W p w vt C�Nh a n a• >�� pu.Q) N m m a W � tK �e n Q ~ c 4 +ham-, u; n m z d V) Lu n 1 p BAI ha 59�U1, cis n <a{'° PGW065 fillr''SS1�NA�u SHEET= 4 OF 11 43.1 N. MALN 5T. PO BOX 559, ROCKY A&OUNT VAMM PF". W-434-u348 FX: W-4$4-61113 co L5 m � k1% tt os m z 1 ���" h 3 J M 3/4' MIN EDGE DISTANCE '- - - - 1 3/4`" MIN. SEPARATION J v c w s1 x 2X WOOD FRAMELu BY OTHERS \. 1 1!2" MIN, °T° a m SHEATHING--., EMBEDMENT 5 cwj BY OTHERS ue C o EXTERIOR FINISH 00 _ � w o BY OTHERS 'Y p - 1/4" MAX. SHIM J PERIMETER CAULK \ BY OTHERS 13 r3 0 y `6 .. z \ 23 a #10 WOOD SCREW ~ 19 INSTALLATION ANCHOR 8 ?) O.A. EXTERIOR INTERIOR W U16 F VERTICAL SECTION a' WEIGHH T / 2X WOOD FRAME - HEAD 3 TRACK PERIMETER CAULk BY OTHERS I f j0000 I) �-' � SET SILL IN BED OF CAULK 11l4° MIN � OR WET CEMENT a l 4 a' EMBEDMENT 1A xi 3f16'ELCQTAPCON INSTALLATION ANCHOR 2 1/2" MIN. ` ?- .. a �� 3I4" MIN. aLE?ttt\SIt/{rri $ PY *,���,ti \O ECUO,?.'� EDGE DISTANCE i SEPARATION - CONCRETE! MASONRY �' u8 i u 1 f rn m63 BY OTHERS in VERTICAL SECTIONwi COriCR@TE/MASONRY-51F1'y, STA1 b 3TRACK aaaarssl©hA� PGW065 tip` `l`a SHEE^ 'J OF 11 INTERIOR EXTERIQ IV HORIZONTAL SECTION REINFORCED BUTT STILE W/ SCREEN ADAPTER INTERIOR EXTERIOR p� HORIZONTAL SECTION INTERLOCK W/ SCREEN INTERLOCK tttlttl lif f!/!{ �41' y1S SPY ff4 N. saial,� * +tAN.MAIN S. PO &OX 539 ^/ -di ,_ ROCKY MOUNT,, VA 34M INTERIOR S iA i � Of 22 ]6 I5 S aaal{SfONA PH'94t7--034-L34d FX: 54G-4q4-r,Pd3 f�`�� v 8 vppa i�,yy�� v dG -1 tuM o 15 P4 a " w C) w � m �muac m EXTERIOR a�rAL lt! as n he Lu . Q o ( HORIZONTAL SECTION M % SCREEN BUTT STILE BILL OF MATERIALS 1 N0. DESCRIPTION MATERIAL MANUFACTURER 1 2 TRACK FRAME HEAD ALUMINUM PLY GEM WINDOWS 2 2 TRACK FRAME SILL ALUMINUM PLY GEM WINDOWS 3 3 TRACK FRAME HEAD ALUMINUM PLY GEM WINDOWS 4 3 TRACK FRAME SILL ALUMINUM PLY GEM WINDOWS 5 2 TRACK FRAME JAMB ALUMINUM PLY GEM WINDOWS 6 3 TRACK FRAME IAMB ALUMINUM PLY GEM WINDOWS 7 PANEL INTERLOCK ALUMINUM PLY GEM WINDOWS 8 9 PANEL TOP RAIL PANEL BUTT STILE ADAPTER ALUMINUM ALUMINUM PLY GEM WINDOWS PLY GEM WINDOWS 10 PANEL BOTTOM RAIL ALUMINUM PLY GEM WINDOWS 11 PANEL LOCK STILE ALUMINUM PLY GEM WINDOWS 12 SCREEN BOTTOM RAIL ALUMINUM PLY GEM WINDOWS 13 SCREEN TOP RAIL ALUMINUM PLY GEM WINDOWS 14 SCREEN INTERLOCK LOCK STILE ALUMINUM PLY GEM WINDOWS 15 5CREEN LOCK STILE ALUMINUM PLY GEM WINDOWS 16 SCREEN BUTT STILE ADAPTER ALUMINUM PLY GEM WINDOWS 17 SCREEN/PANEL BUTT STILE ADAPTER ALUMINUM PLY GEM WINDOWS 18 FIXED PANEL ANCHOR CLIP ALUMINUM PLY GEM WINDOWS 19 GLAZING GASKET VINYL PEPCO 20 HI RISE SILL RISER EXTENDER ALUMINUM PLY GEM WINDOWS 21 PANEL BUTT STILE REINFORCEMENT STEEL ELLIOT 22 CENTER FIN WEATHERSTRIP - 0.25' LONG ULTRAFAB 1 23 :. 24 CENTER FIN WEATHERSTRIP-0.35"LONG CENTER FIN WEATHERSTRIP- 045" LONG ULTRAFAB ULTRAFAB 25 ADJUSTABLE DOUBLE METAL ROLLER ASSEMBLY BUILDER' S HARDWARE, INC. 26 SPRING LOADED ADJUSTABLE METAL ROLLER BUILDER'S HARDWARE, INC. I 27 5/8" OVERALL Ae1SULATEb GLA55 5/32" TEMPERED GLASS 28 SCREEN PANEL SIDE SWEEP ULTRAFAB LU W n i ar��3 wss om en z s� uZ O p V � DWG #: PGW065 SHEET: 10 OF 11 6.00" MAX. FROM CORNERS, P Y I8.]3" MAX . 0 C. TYP 6.00' MAX, FROM CORNERS: TYP t 20.7511MAX. O.C.TYP o IN5TALLA T ION ANCHOR, TYP 6,00"' MAX. FROM CORNERS, TYP - 20.75" MAX, O.C. TYP ANCHOR LAYOUT 6,00" MAX. FROM CORNERS, TYP t . 16.10' MAX. O.C, TYP 6,00" MAX. FROM CORNERS, TYP ; 2� INS T'ALLA PION ANCHOR, TYP 6.00" MAX. FROM CC;RNERS, TYP .--.I •2C 75" MAX, O.C. TYP ANCHOR LAYOUT CAULK BETWEEN IX WOOD BUCK & CONCRETE/ MASONRY �t BY OTHERS ti 3/4" MIN_ EDGE DISTANCE c■low 1 f4" N 3 MI . SEPARATION 21/2' MIN. EDGE DISTANCE •I P4 6ast01 *-' 433 N. MA-N 57:. PO PDX '], NT lkLt}. VA 2424Y1 5 PH: 54J-4M 6'43 FX: vt w m h h 0 t} tn y� ' ` m a' ,o w aQ 'cn z C ac Lu 11/4' MIN. EMBEDMENT 1112' MIN. EMBEDMENT - - 1/4" MAX. SHIM INTERIOR INTERIOR_ 1/4" MAX. SHIM a 2X WOOD FRAME 5 ' 2 3/16" ELCO TAPCON SEE GLAZING- BYO S / OTHERS INSTALLATION ANC/ -!OR DETAIL 1 f y1 --#10 WOOD SCREW INSTALLATION ANCHOR / / -SEE GLAZINfr _ v C -_ f bETATL 1 i ! \ 1 � 3f4" MiN- -,� SEPARATION EXTERIOR IX WOQb BUCK BY OTi{ERS %... - PERIMETER CAULK BY OTHERS EXTERIOR FINISH-" BY OTHERS Q.A. UNIT WIDTH HORIZONTAL SECTION CONCRETE/ MASONRY JAMB 2 TRACK 3/4" MIN, EDGE DISTANCE 1 EXTERIOR 1 i \, SHEATHING BY OTHERS BY OTHERS 'ERIMETER CAULK - `-EXTERIOR FINISH BY OTHERS -O.A. UNIT WIDTH -� HORIZONTAL SECTION ZX WOOD FRAME IAMB 2 TRACK INTERIOR 11 @ 5/B" O.A. INSULATED GLASS r CONSISTING OF 0,1563" TEMPERED GLASS, ( 0.3125' AIR SPACE, j t 0.1563" TEMPERED GLASS; 0.75" GLASS SITE EXTERIOR eY a � mz ..T� N Z`ri dh <� <z DWG PGW065 SHEET: 5 OF 11 41:3 N. MAN sl. Po BOX'--,t J, ROOKY bkb k4r JA a4�51 PH! 50 4 .Ma xX Cam;,-4L4-LSE3 Q M 0 : Z m m 0h. 1 u tC O � h ,- r tr N R: J w � n Q<tn �D CID t, n m is 3 �T 1�TT it 4StPry it S�FGa . y\S cT TA F (I }- 1{ 0 p DW6#: _w kt1 Ord{ NA��l�tt+`,. SHEET: O OF11 'fftulli,4iT? . NE2 TRACK FRAME HEAD 2 TRACK FRAME SILL TRACK / 3 ' 3 TRACK FRAME HEAD ¢3 TRACK SILL. TRACK `�/ TYP. WALL THICkSS 0,062" �.J TYP. WALL THICKNESS 0,062" L'J TYP, WALL 11CC9NES5 0.062" ,_ TYP. WALL THICKNESS 0.062" 5.66° 1.I9" 1.46" I O u u 11_e 1.4I g U u u u � _ PANEL INTERLOCK "+ TOP RAIL PANEL BUTT STIWE ADAPTER BOTTOM RAIL 1';5-) 2 TRACK FRAME JAMB TYP. WALL THICKNESS 0.G02" TYP. WALL THICKNESS 0.062° ,, q7 ' 8 1 TYP. WALL THICKNESS 0.062" TYP. WALL TH'ICKi"1E55 0,062" TYP. WALL THICKNESS 0.062" s_. ��' r 1.76" 2.0 1.40"2.46, - 1.00" 36.] 0" -- 5.60' (11 ` PANEL LOCI( STILE SCREEN BOTTOM RAIL 13 I SCREEN TOP RAIL 4', SCREEN INTERLOCK LOCKSTIG.E ,, J TYP. WALL THICKNESS OA62" `J TYP, WALL, THICKNESS 0.045" �_/ TYP, WALL THICKNESS 0.N5' �,�- TYP. WALL THICKNESS 0.045" ..1.04" 2.06' 3 TRACK FRAME jAMB TYP. WALL THICKNESS 0.080" 0.94' SCREEN LOCK5TILE SCREEN BUTT STILE SCREEN/PANEL BUTT STILE FIXED PANEL ANCHOR CLIP TYP- WALL TI-aCKNESS 0,045" `T 1 TYP, WALL THICKNESS 0.062" 17! ADAPTER 8? TYP. WALL THICKNESS 0.045' TYP, WALL THICKNESS 0.045„ 1.41"1.56"] 7.361 1 P5" -� 0.89l - 4\ GLAZING GASKET /2a Pr RI5E SILL RISER EXTENDER ]°I PANES, BUTT STILE REINFORCEMENT -J TYP- WALL THICkNt 55 0.065" \__ TYP- WALL THICKNESS 0.062" T` R, WALL THICKNESS 0,12" (11 GAUGE) t�siilrrtfrrr `-- t ff , L- `--2.CV" ...1.001,�CSS SP}R�jaaa, 0,65" _ Y 4,U C A 5 a.'• G✓ .. 0.4f7_ - 100 T* ho oe 0 li' a ti I STATE OF,tUIf.-,t�.l 0 S ..... aaa+�Y/OU= f enuu gu.a Cl/VL 4.'.%N. Ma N 51. PO BOX . WCKY AkG 11T. VA 24t51 PH. 5S5-49-0-a3-0& Fii: 54'r4848r,u3 p c vNrm.� in w `L E u- ✓ O Z a t to Lu O Lu n y -mom-v5. ai S� vZ g n u uI D PGW065 SHEET: 11 OF 11 1 3/4" MIN. SEPARATION --- 3-- 3/4" MIN, EDGE DISTANCE 2 1/2" MIN. EDGE DISTANCE - - CAULK BETWEEN CONCRETE/ MASONRY BY OTHERS :- CONCRETE! MASONRY $ 1X WOOD BUCK BY OTHERS IX WOOD BUCK- - BY OTHERS / 4 1 1/4" MIN: 1` EXTERIOR FINISH.- a EMBEDMENT BY OTHERS �f - 1/4" MAX, SHIM -� PERIMETER CAULK BY OTHERS 3/16" EL CO TAPCON y 19 f INSTALLATION ANCHOR. - EXTERIOR INTERIOR 6 VERTICAL SECTION O.A. `. CONCRETE/MASONRY-14EAD UNIT 2 TSIACK HEIGHT EXTERIOR INTERIOR �7) LPL M N. XWx $r.. PC 90X b69, kOCiCY,1AOlJ T'. VA P.4151 54G,4,34-6344 FX. >4C-a+i4-ryLA'+ kD cti ,n Z' 3/4" MIN, EDGE DISTANCE 3/4" MIN. SEPARATION 2X WOOD FRAME BY OTHERS, � � � Z Lu A " m � mGK. L \- 1 1/2, MIN, SHEATHING-- -EMBEDMENT nw BY OTHERS `, w S < 19 EXTERIOR FINISH m N s BY OTHERS , < if4" MAX. SHIM. e PERIMETER CAULK-, BY OTHivRs ��. / � .� z O.R. ?L10 WOOD SCREW UNIT INSTALLATION ANCHOR. , HEIGHT C. 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I ­ . iIi, I I � "I I, �Ii I : � "I Y .ti,iJ.1.1 I''.,: " i. �­ , 1 1 I '' UV NIAI !;: 1:: d ; I, i� i ;..ii, 'H:`�*`: , � ,:.: - ­ � ,___ - "I'll'i'll""'I"' 1- I �Ill"ri, i ­ L'i L , , t " '' ;: I "' - i � ill I It I OOTH STAR,!,:�,",L:���!:,I:i!)'FiBER,;"�'O*L'A:SSICi!,��:: % Doalis A, i , it , I i � / . . -_ This is a Product Evaluation report issued by R W Build � , : 0"L ' 'I'I� 1, l � ". r� � - - I Y.:,li � � � I t Scope; III Consultants, Inc. and Lyndon F. Schmidt, P.E. (Syllittern 10 9 t I 1 1 ;� I I'� ;4 . , , , . f I., l, _. I I .Lli, i.1.1 [ I [ I I "i"',_ �`, ii I ���i I , , ..�. ,L;­ .­ . � I I t it 1, _,. I., I 1 . 'i, 11 . . I , , t , , ,, - .:.: I , ,,, -:!.: 1 1 ,, i � i'l,".. ".I , " "I't Ii, I i "" -,:, ­ - � ..... t 11! . . .I I I'— 1 L t I ,1,11 � ! 1, .. .. l� I 11 .11 I. ...... "..", " ,­­­ ''y ;l, Hll,H,IIIlI[,i,' ll.. it !! . �:���:� - k I. �ii­ 1 :1 t . , I � I � 1 I I:'', tIIII!�:,!)l:,.i2.­._ .",�.-"�,!,':'."..,:c;),�','I-"'�',iiii 1�11�-'� �kl't I IIII'll i 1113 j ill ,: I 1! I I i :[�l ,, .� i:: :. I . ..I '; � I!, i i !I j_ t - . itiM I .,:�'i;���"i�i'll�!:��!:���:�-!-��lli!i�:i"i,��� 11.1.ki"'": i IL " It, ,.,,.,I � . .. �: : � 1: !!:i: I I r, � 11� (4 �4, / 1906) forThermaTru Coirporation basedon Rule ChapterNo. 5I Method id ofthe State ofFlorida ProdurtAplutroval I � I . � � 1. , "; � . ­' . � .1.i,l 1,�.y �. t -, - � - I - `, I .'' I ):��,:,�flll�!�I;y �: 1 I i I ... I. � . " r ! � : :: I : ;i I : � � �i J I ,, li-ii,�,i�i,ii�;.��..�"..�'.1.�.'�.....�"",...",.,IllttilittI I I l cili.""!­ ll� �_ I ! . ­ ,,, I �'. .1 ! :Ir I " : 11 1:� : I I' .. , .... � -nurity, Affairs-Floril Suilding Commission. .. � : : I I - Y;""',_ ,,,, 11 11 I— .1 I I � Depattiment of Com I . 1 1 ��, I I ll� I I ii i I 1 : I . . .1 i I !I I I'- '" -' L. "k : it - 0 -_ . .. I 1. .Ili ::, I � I ���! ,: �,,`.:.!, :l �l 'I 11 Ii 1 � I- ci:t:l i� ',;,� ; 1 1 1 1 -!:Y1Y,YIW .. :i !1!!�!:!,,!��,, ,��!: j,�:!:�:!!�: :!!,::�:­:!�l : 1� , 1 1;L I i I il I �� I.,.!.".'� �.!. � �.;.Li,!.!jj.t!j'.1 lt�` : I , �! � � !I J, 11 :1 vWED DOOR:Ix ik!::��!:: . � I ,. i. i — I , .11 FIBERGLA,ss,�.0 -Iojt:I`;i;,;" "". 1 i I..� I �,.it_ i� I � .. ;Y;1 ''it ... I Iiii I 1, Ill , 1,; .. .... ... � :r,: RW BuRdirg Consultants and Lyndon F Schrrill P.E, do not have nor will acquire financial interest in the company t 1 � , L , [[ 11', " �j�i ': �, �: �, � ��! ��­ . � I I I . , � . . "HIIIIIINI "i"YT1,10 ;� li i'l,li�ill�l�[�ii.1,11,1,�l�l,itI I Ill, ,. , i i::, ,� i. � , , I I 1 I I 1 , _ ., i � itl �:,���,!'�,:!r�'! �1iI!I:jjjl:j!,!1.1 0 `�� (X I � I I i It it, , , 11.'illi"l!�'t'lli�:r ,�� I 111.1J(1)jL11 i/I I HOMMALMLS A1090__ "I���.!.!,!!-!.!.!,��"ill�,�l.-,;';';'i���:�:��ll.:':L:l�l�1:1'1'�:1:1:1:1:�:1:1�l:[!i�I!,�:, Il 111i I I ­ � tj � , - - ., I i - -�;;, / I 1 I :�I::: ��', ,�� , — Manufacturing Of distributing the product or in any other tatity, involved in the approval procitI oftho product nariled hereill � l,ir,­ Li.1 _k'_ , I 1, Il �01:1 J Jill 1 i..�,!' �il�`, - '�,:,:X�Illl i 14 % 'I I � INSWiNil '0UT$WINd"!!i" ,I ,,,�.1,-.���,;:��l�l,!,!��j�[ijij[[;,�lli�'��-,ii,"")I !1' t,-.,l Ijl,!".,L,t,,'j'i .. ....... . f1i'lluji'l � I o., 1- 11 "I I 1: "I !�­ I 11 T � - ­11-- ­1 __ , �, :�, i� '' , i'i :�', Z I - 1Il'­­/I1­­ I 1-t'i" , ,,, All'i.l.i I I � I , 1, _� � 4., �: - � I..:.: �,�; 1, I �-. , 1 � I �. ... �.. 1. ­­,'.� J:jijij. 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" . � I This Product has been evatual 49 vilith the 2010 Floadu Builkiiing Godo (FDC) struclaraj rc _. ­: I I ... � l� . , i , - ... ­ _. i!:!�'lll'li,% ii;i;tit,Ll ""' I i�i�' " I . .. .11 - - -�:. . ­ ji ht� H''I'lli.: Lt., t� J. _`j I _iW,;" Z. I . , � .. . 11!�!l���","��:�.�i�i���i�i,1.1!1.��,!I'l�i�i.,�l!L��i�i,"! ' - - --- _; I l ­ .. .. .... ,,� , ii. jj ti.I.I.I. I q � . IMPACT .',��:;i;�;i,;�i;i;;4i;i;i;i:i,i:�il�:i�i:�l� * `�,.OLP Yrty;yj �!tttl�ll,l,l,i IL­'1­1 :�;:, I , ,2Q,' I..,! , -�:. Ib. :,lt i . .- *I"I'L"Ill�lillilL�L�1-1.1-I'L�'�l' �`� ,!'I��Ii. I � il;i I ­ , I . 1 ­6 ....r!., Vii ... 11' t ll!'I�,�;,,Ijt_ ,, ::�: � Ill N, i 1!l� tl�i:�li.�1 ,It . ,��t�:�,.Jli.,K­ , -j''i'' I'll�i,c3III;' I ,�,�/ "iHig � __ __ - .... ­­ i� 1. -:I! "I — i '' �. I'. L. ... , '' :, I.I.IHIII1.11 , L., . .i� ­�l.,:.:!.!" ­ ­­­­­1 .... .... I ... I .. ........ ­ .... ­. � ­ ­ - - ...... �i,�:;:i :t:;- III[i�:[IllYll!, 1� I ,.lt!,l.liH. !:� !.,I::: 1- -i ,:.:' ... ,, � �,�, : A��Y.Ili I 'tLIji _�Il.. 11.14" I'l, ol, � �:"-, _"-L _�..Z i­-� , I I., ,­[­�, 1�.:­ .­­- I I'tt.,_N.t. !11�1—jl [I ...... ­ 4 - � , il�i!!,�� "'.. ,,_ � lilt t Zi:­,L.� �,,.,.,,� ......... i I[;_,.iIIi,;, 11, , , " — t "L,%:, - � I 11 i .1 _'.__­1­­_. � ...... � .1-lit"lli'l. -� _­ -:_'� 'J� ........ ;,!!!��!!!�!'.':!:!�,!��!:! .1 ii�ll .... ... . ­­ _ __ _:.:­ ,[III 1:i:�:�:�,1.1.1,1,1.1,1,1,1,,:���:�,�����([�l,i,;,[�I , -t�6`,Xl* -, �!lj I ih Velicil Huldcanei 7oll Mlitt :I- L: �, . :j : .. ..... ��. :..I_:__:_. ... __ - [ill, I' " LY1 -ltLItIT(,'-l[�I`-::--- �����!����:�:����i�:�:;:�l,(�:�:I , .,_ _ I` - I 11 It _ .,:,.,. l t 1; ��, 1�� 1 , " 1111.­:[ .,.!j...!. -ji _ 1 1 . ­ . ­_ - . _..__.­1 ... --"'_._._: ,1 . ­ � . , '' 1'. it ,_[ I, I Ll::,� I ­;l I . I - - ­ .L. iiR� .." Ili'' 1,:!*,,1.L I _ , '' � 11 - , . - I _. I ­ , l �L I Ll.� ........ � � . I - � . ..... 177777777-77' � .......... ­ ___ YLI"Y"':`.-: "-"� itil l,�l�fl �,�,, It'lltYllt it , ;,:`F� � i � i i � !,�I.I�L tlk�,J I , J, 2 Predict arcl 9-1 be no Tsi and spaced cis show on deraill Anchor emInedment W hmtt, Material 011 be beyond wAl dreasing � J I � � : � � - 7 : �:: GENE , - ­.. . _1 I I, iiili I 1 1 1 1 1 I:.:,�!,!!,!,tI�6!l-t 1! !,!! I 1 1 � I ll C� I 1, � , � �! :!� I i, � — I ,i, 0XIL Nl � [ I I I I 1!.I.11 li!:!:!l�! ..... . 1. _(I. it, ,!�_'!l :'' , I �i i �, 11.1, .1 I :11 : ,,, �! i �,;:, I, ,, I- 9 a_ r i .". � I'll" ..."'Iti., , " " �, ,it -.1 _� i ,�� ­,.� I ::) l L ill !":) �iili 11 Illild �___ � - , - -- - 4.16" � , , -.1 C3 - � �.tjL� Ill Il � _ _-:�'�::,. :, �j -6 or stucco. I.- ......... ..... � .. ........ . I I , Ii.�. �_� IJ111 , 1, .j;.,l. i"i-i''I'l IIJ 1,; - 'I"! � ... ��_l ,.. , I I'-, , "'t I yil� ,� I L"t. ... __"��It:,x :,;�i I I ; I �! 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(1111111111 1 11,54t, _ . , , ill li]:,I: i , lill, �x : covedi . . . �....'�ll'',.'.',';'I'L'1'1'1'1'L';'I'i�T"l��'.1,11'�tiLI L i l::1 �!�IL , & I R�� m, . , � I! .1 �. 1 1! a I _: �M_ 11,Yj:CL 1)'I -C ;f .�Z8 1 iIIIIIIIIIIIIIII, �;I�L.�LL _�:�Z:11,1�, -1i �,,,I,�� . ... ­ - , I I - "I .... ..... - �. . I 0 � -_� � � �­� , 1 -, i � - � �, t sffuc�tral,reicluirernenl Including the "High Valcl e -one', (HVIIZ)l�:�:�:�:'!,�,!,!�.,��!,�!� )",Ill ,:,:,.,:,:,:",l , "i fm, �Mit _�Ijj!l !.�L I-, �: I :1 'Ytl 17 1: � �:; i � I'l . I . . . . _. - ._� 11 .I, `L � I[Ill[ ! ,:,I : � I I ir � 4;lIl' 1 � . I I .- - . -�!�.�.tl:,!i�l-.,Illli-lti:-:[-L�,.:::,�,',,',.,"I:kll'l*ll'L�",',I.L�l�l,-.1.,-",�, , I , t I "" , I "L I '�.'�' Ll .,,,L � .;,it , I, t , , , �', , , , , " , . I: , 1 1 ! .... : : i �l L � I ;:, ,: � � !, I� , 11 I I " :2 �- 1 2010 FDC land does not require an Impact resistant Covel Thi's pieduri rruiettt mis,sil favel 1,01' ard includer Will 7ol 4 alit defini . � I . ..��' el 1 I I �: i; 1: t I, .';I, "k''_ .� � z��:Zi� ­ _7Y�� .;.l t, i I- ��_a ,onnadenria protActuen this produrit aompf" with Section law 1 2 ofth'A �-:! �i; --,,-, _�:_:_�� � .- .' .Li' .: . . I', j:;� �:'�: � WZ L��"k lw�_ � ll�. ,_�:.,� �,, 4 When Load In areas outside of The "HVHZ" rortuining wind r _: L� . 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I, , � � t 1, I , 1:1 f- (A L. �1 r I --- - I � !it ASITM P - _�,_, ._�, � , Dn cletails"Anti ,.,�;" I - -. I I I , " " Lil"A I" � .... [ "­ ... � ��Ii:�:�_..' � _ _ '9. � %'L"'-':� t�j �,:,,l, l_,: I'Litil (I'L ���,t. ,t,L,I� � I i it, ",.-�'�,-..",L,�-.--��,,,?,..2�,.�I . , --' IM and Section 1609, 1,2A of the FBC_ . � , I. �1 l - M --I �! 1�­ - .. I " A � Z I � ,� ,- � L I .. - � , �-i�.'.L'Ii�L�l�:'��L'�!���!����l!�,1!1�I �:. � ull" L .. - ­ 1­ , .L4 __ ..... . I �i . - t� .. �I " -:�� ..it ta-hors, shqfl be a� Ill ,, � . , ,eintual-Orrient to bas -1 HIX�!" :11 I. I 't, . "'i ! :I i RlliLrl Ili: - DETAIL A -A 1 , 17��,,-,7­- � � ,:� ... 11.!�!i��!�!��j �,� . I � c', 14 ft " I � � - orstuc�6,�L;:��:!:�:.��!�i"li;'!, I I ��!"������!i",�!���!i!�!�!��;��-i�i�i,�.-,���;:�',,:���:;��,��z.:-.�,,,,ill,":,:,-,:�:i��ii�:!:![��L��,,!I,,I,l��l�[I'littllli�,,t �wl-.,.'I­ , ,I ­ � ­­: _ hidetial shall be loeyondwall dral-sing ,,,j litt, 11 il,"I', , �, � �( � d . 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I � ::46 Lt, � � .. .... _ _ . ­ I � ­ . . ­ ­ . _.,., . _., .�"."�..,.,�,�t�,,,���.!:;:�i:[:I�k���t::� lti . __ . , � n &hall Lie the sarre as that sholva for 2x buck masonry r , M­I�­­,­'"' , � i I i r, g , � j a For 2x Mud framing corizirwren, anchoring efthasel undli, ,onstructort I ­ � ­1 , ll 'i� I I _ , '1't� I,'! `11'�I�;� L.I. ���ill"���.,-..",�..�""",�I �F2,_�_Il J& I L.�IllillN I - . � ..., ­ . .,� - yjj.ljj�.lj.'�.: I I, j I I I, 1,111, I I , I 0 � i_� 1 I :5,l.l,� YVII1611 Ul In i "HYI-il" 'Litift tt,!�IlL:L 11 �ljljjjjjjjj'JI']­jIt;jqj;, �t� I il�! 1 1�� �!.i,'_ I ,1. iik�!!:!jkl raeollatered turchal � ­..A­.11L­ �j - . , ­ , - ":'JJ.'.l I I .'J,Ii.,L.1�1,1.1 i � - �., �,�- !�,:.il!',....'i 'L.:', ": l - Ll ­L: - -i . . ;rc-.,.!�i' 5 �� 11: .k: , t ,­� , ........ �.;.N_fi I - k"1111 -"-"I- L�­ - t I tj ­­ _ ­,­­..,... . -1: �. - . .,; --IL , no requir . � I! It I Ix,- ----..--: I � ­,.,� ............ - " -�L.;'.�.:-_II�:!,,',0­'c ,,�� I. .11--ut ,��_ I * I I ... ,, *:,,:�::', : i 5' , � ... � � .... � ..... I,., I I [ I t I i.. , I L, � L z,,� t . . I � �. �.. . I ::.t::::�::,�l, I'!, �:. ��,, I I '' � i�,._. - �l,. " .I L W� .. �. � , . . .......... __ � , I I , .:_:_:::, - ,. ­ , I I t ll�i I I � L 1.,_. � - -_ � . .. - .- - . . __ � ­ _Al t I 1. I t I I. I i , 1. "', I _ � ... ., L . i k�i* . . . '­.,'.,_ 1.�,.I. _. �!! -�, I It! ! I I .­ ci � .C,W1Y - I - - I � I : I .i .. _,LI., I'i 11 I.. �.. ,_t I t _ � _ _Lt! � _� �! L I -.- �, �tk, , � . -, it -- a, fritwing owfigiurationi; and c, uwwL,Q cent uraftirt Using tern #1 a, M 4, 41 5, 41 6, #-34 a Ind item #37 do not metat thit, wi infilirlinio n ­i I Il . ­1 � ­_ ­ 1. ­ ­ ­ - 1�1 1-� . � - � ,ttl: �_t -11'. ­ . I . I ___ _ _,­­_.It��'_ , . I I I ll_�." ­; It "I , ­­. I . . L 1�11IIIII I � Iti; �� : `-, .1 , I I � ; I -'� - ,It ti � I., - . I L � 11 I ll, 6-h med in dral out3ide of the 41 WW" requTirtgvnind bbinti diI �,rdti�tfi This proll con pliesi I ITITI'll'I - I I L ' I' L I I V_� ,, -­ .... j�t '1�1� _ _ , , � , I , I ", j, :, :5 - ,�- !; , lil� itt'� ! 1 t �Ii. t -_ '. t I , - jjjl�lj­ �!%l,.!-!:!,!,:!-.` I 1 1 I IK"I'l I I i: , - I i I � 1 ;,I ;1 '�l _ _ _ 149ME MLE i_`- 90170M AAA / '�� EXIERIOR ..-- � � --- _ - - ­ ft -.-.,.-.,i tll!tlill . 11ii 141111 I I., ... - L, , ;:.I � t �.�L tl.�L 'I� t:_ ��:I�ll i ... 1,11 , I �., T .. __ -.1.1 ... I I �­­,­. ij%',�I["ll[` ll,il,', , �i:�t ,","� � 1 4 ,!!,'III Im I'll [ , l,,,,I,, R" R I '- �� � � L t. �'�'. _'!`:: _' i � L -� _', � L'-' � . �',"' - '.,-. - . - - - - - __ _. ­ I ---- Ill L� -�`-L;�; I_ ill. (,!!=�Vl � 11 -.tt,' -: I I I lll�)�(,J.l I Ij [ [I I It 11jill,i i � : Ok . . -1 ­ Q11i"I'll, ;�!:�!i,,�! I . 2- � , ___ — h " ,v , -10076A require furintir Aftgirutl�rlrlg amilymt by a ilictrul arginelor or _ I L'Ilj(�.i,:1jli _��L'll [it I I.Il � I I ..t I 1.1 I �,�:::: ". 1, !, L�9 1 I J - ­_ E] I a. Sim conditions that dwial from ft details ot drawill FL 1his product cornplil vAill I �T,th Ill I I � I !,� WIT : l . :� �I% gI Z ....... t, � _ �hp!!Jeii� '.9 l��.V�,IJ,fJl'ipq_!�i;�a,qqd qqes, . . _�_�_: jjj[:.,:� _. : t 6 . , e an Implat- tont covering. �'. I I ­.� ­­ ......... I ­­_ Il.'I l,.:L:.!! 1: t . 1, , . I I I � a- . - e-,, F � g 7. GuieWrily milliguratet i,illaNw,tiatal oujawing jjejniii�rj meetwet,pl-trifiltration requireineras for ,HVHZ'. .. I - - . _rt.. I rusts 4 _ -:I , I, --- " I, - _:� ,�! i kilitY:6�'ltl;! I .11; ­ l,�, _ �l' , , �_�",�.,",, .1 11 (K) ,,­' ,,,,,, 1'_�,Gl) - � .. _ "".:-",.�.1,�",:.�,:��-l�:�"":,;,* _Lit, " i 1-i�,`ti! . I IY , ill -�-�-!-!,.lt,x-. � �:_ . .. 1�� 1 �:,�.�,��,�, I I ! I' 47 1 -�: i.;' _ . . � it, jltlt: ��,,,.� , , ". I! � t[i. 11 I Ilm [till llll,:,�ll I I . � t., , � . ll �Ltlyllt'iJ i - 11 .. .... .... . , � Y.L'1LIt[;[j I' [1�t'llf'L'Yjtii, It , � � ::: ::::,�,:l I�st- "I It t I I i I 1-liilcll ,llIlIlIIj[!k,-,.'11-'l-,, 4i 1) ittt4g.,.� i �- � I - and gall be inetal only In non . . I - .1 .- . ­.­ 1-Ill-,"., [I _ .. ) , I I I I I I I I I 1 1 1 1 1 1 1 1 , 1 5 1 1 tiLly 111F:'ii�.�.10 'I llil�"ii:­� .... � , :_�'ZI,�­� it''t , , , �� M jIjjIjI[j _ (4-1 �D INTERIOR il�lt ". :It.t, 1 , '. :. ill I - , I V , , r9quirturnems for she 'VVHE -hatntalole areas of at bitbil Irleagow; prole-010 by an vtuirrang or ­_ - L :�j ill - L I . I. . - , ,it%, "M ...... I, .. , :��!:��t ,�,7 ", - L I I I ,,, (1� 3 .111,­t .;­ ,',:I�!�J"t!t'L: :: ll�l 'I . .�, ...... � ... 1.1.1.1 - .1 < t 1 [ ,,-, LL � , , I . � x� --- ­ ,lit i.- '!';::�,';����:'�l,��.�L:"':',:,!Ii�[ 1[ttl,: l !,,,I i � r"'.� - T ­ - . - - HIM � . �,, . . - T c8notiltY Such thirtit Anil bintwastri ft edl of car," of 0"Mi Ill is less than 46 clegrall � -I I- I , I � :�� �'�! ­­t­.,11 --- �­­, ,Lit- L, � . * ,. t!it. -(j I , . I J ,1,JM 0 - 1" I It ,i. �i - i; '�iyviffi Section'1609'.12 of the 2010 FBC and does not require an impact fesiston!,:(�nyer!nl I t � L - , 11L . 11 I y1ii", j, ­� 11,4Ae, level V and Includes Wind Zone 4o� defined it) ASTM E]9?6'�'�i'l,�l���1,1[,I�ll�1.1�,.I�I'Ll'i�l�l�ll'.1�"1.1,-.I",L,�:t,[,I,I , ml i I I I't[`111 "I.I. �: �!'� � r ill' ��':uLIl(j;j.,Y_,-­-, i',�,11,,,� I _. ! ��:." " 0� ,%a drawing FL-1 0076.1 for all and dga*n jynisuni, Iniftatiolm ­ 1 ��! rwels . 11 I ! I'll IIIII ,;,�,j""!",�,�� ,..I�j I it � L 11! l� I !I [ 'I. - , , "I I . I. ,III _. 11 "I I 11 I *,1,111,1,,1,1.1.�..,�,��.�l:L�; ­ ;L�,� I �, � I � I �t�jj!'i'�i,�i�jf� tl��'L(t Il'i , Q 1 :�l �b . � � I � � i I'll, ,� klill.".L .... ... R::,� I - '. 11 ' 11;1:�, �I.� - I -i ­ , L 'IL[ii:[[L:".*�L,,,.',,.�,�����'-L.�!� I I I i�il', I � 1, ­1'�]ii�" I I I I!, I I - � tl , . 1 ! :i:. it!. lj� I � .:,: , t " I t I I T I. [!!. � P '11 i:, '' ,:, ,I,j ,�., _1 ��: : , . , !it ...� :,� lilj yl . I I! � ,! _ - -,. _ - . - , _ -, ­ ,,,III . . It ':'-;:�'�,1.1.1.1.&.(Li.l�'1'.'�'.1 -:.',I.', I Q I I .J.iil,ij: 'I . it " I , I'll -1 _,:;:�,�.,_I% -�� I I ­ ,. . . .. , �. . �, ., , I , , ... llt'_I'�"� J.l.'jj 11 I - I.,, - � It --- 11 . - . � - -iy I'lul, ',QCt:lI: , . ".., I I . 1 I I I I I �, ­ , ­,-,N� I �', . � � I l:�.�,.;­�".­:��' .:� rl, . ­­­ .61i!�i:�., il't'i't'll',,Iii'['i't'.1,11',L,[:",�,'I . I L I �..� I Hi, 1 11 I I [! Yl 11iiIIIIIIIII i I I I Ill !'I� . 1.11 lt I 1 ��: ". . �. I . I - . - L itl�i l 1 -i"LL � .. . �, iii : , ­ jr:j , !,�� ��t !:I ­�jl � I ii , ��-�,),,,I,,!,:.�-!,����,!.!����,�;�:�;���;�;�;����i�i:.�,�,,�i�,,,, ;:!,�i�,,!­.�. I � IY� L I IYJil I"'XI" �L.'�; �1��" ." I � ,,�, . "! I : I I , � �_.-­..q�:6:51ucl . igiclon5tri.ctio cnichl -tt .1.1,1,1!! I , . ::.::: :-.-,*�­ : ­ . i . .. ... ; _ i t i L ,., I— , � I' ''�: It I supporiding 00,:unoonrts" ___ ,I. 11", .11 .,I "I'''. . I I �-: I`: . � ll��k'!11;: ,,t " I 11 . I It . 'F - ' fraril .1 . of - e'unNt��be,"!�6;���OsthilshoW,nfc,,r2xb(ick� .,. ' " :': ' . :; L 'Ti. I L'i 't'l Ci., ii i .�,_;,, _'i'6'__­4,'.i, , - !��Ili - � .. - Ill ­ t ;jj t: � 1: . ., it � �., — I i2l i I -1 1�,� 1 T�l�st f t - . , , _ � . � . . , "",-,""I'll I '. � ;* �: Lll�' .11 I J, I 1, 'I 1 1 t ,:.%� , . I . Of (J () �Itpol W-. ii��flwq"Xfilr 'Tasting Labor 41411104 b � . ,r); - - - - -_ . 'A "; t.A:.:,.,Ili I I't'j":qj.1. I it ­;_�L;'-lI'.Itt1 . I .. .11), I iiiiiii:11:1" , I . . "I I t I 11 Ic.i I !Ili H! All, :L".1" ".,',I;� " I'', '111" �!�;:i���;L�-i'��il�[�ll,��;�::��,,.�,��::�,� ilk, !_ ii I I I 01460336 A,,B,C AZTM W36-03, Ai I 1520-96. -valtatilan Labr, , --- --- _ ­­ , I. I ­,-,�­­l It ....'. .. . . I --- L11-1 ­' ._,�":l'-, - ,-, ­ ­ _. ­_­ � 'Ill : IfIJIll I -.1A ltL�_l q 1;-,,�t .J.: :, ." I , 1_1 I I ,, i I - I F 1 11 i 11 , BRE - ,- story , - _j I it'll ' ­ ­_ .. . 11 I T i� i .1 I -i : . - . �:��;!:!:,�'!"!!"-','��.".-,.,:,:�:�!!.�.!.�-, illi'ly II,,j 'Ll ., - 1 1 t � 11�1 ill - _G" TE �: _. .i� lij , 1 � irnasorily construl - I I)IIJ lflrl-;�, � I ! . I I I Teeiing F Lyricon I Schmidt RE '. IS, I � � - 'I'll.L. - :,Ij - "' �i i';1 I :I 1:11-11hill: I:: �tL� ."t,_ I ,,,� .1 � .. ''�. � , " � :�i, i : I ­ � " e 2� I .....................1 � � !! 1 1 ,_, ��I. �i I �, -1:i: .!.: :� i i , - -- . Ill"I'll...''ll"ll: i� .1,1.11.1�,i,[,11,1�i,;i-:,:.:illii.illliill!��i!,�!�.�!!�!.�.i.!Li.1 � .. . I ..... ....... I.. t [� , i': , I 1, LI t ,'� ,,, . � - ­­ 'I- I.-il - �,- I.',I"'.,.!.!.1 � I. lit [HIII-i"""L ......... it "It! - _ . ­ _.. ulll,��. :!lW __ , .,. � __ -1-1 ,,..I .... ... _ I ..�;;�_`;_! .... !__ � , - , - , i� _�,L; � , I4 , I � 1 [ ".I 0 1 )"'r`�', � � ASni 132843-S9 . � �'; � .. ..... :. - _­ . ..... _"";,t" lI_Mj,;I1)i, lllj�­il ,, ":.;,;,;-i:`i:IM il! "I I I Ll I I ....... I � "i l�,,� Ill." I � ii 11. """" 'Y",!,, [I 'it I i :�::��!�,;.;_ : 1 11111 jill.1,1 _? (1) � fl, ff-K TEL 01460ng A,Sl ASTM Dil ASTM 01ci2iii-96, TealliV Evalual Lab-, Lyrdon F. Sairandt, P,E. . I .- ­ '' 8' '', Silo comJilions lhat devicite from the, details of III drowin I , 11111 I Ill,! !Iijjjjlljjlljjlj� ........ I_ 4 ... . .. , t '' — I j '', ­ , , . I ­ P � 0 _j _j i�i�,_,��,_,���_,��:��,_,I��!��, I I�:' __� 1 I . g ! )q r inj gnkA.1% bi !'�:� , I'll t I 'I ...l, i I i it i '� 11 ", - - --,------I— 't, CE111 ULAP . " �, uh�fqrThqrengn,3jl .. - . .. . . ., , , , ,it GLAZ . � . - . I ­.-,',�. It , 11 "', [�::�,- - se - IIIIIIIJI .. '.. - AST" D28434W I I , Its - � � :,i ... 1. lefed cychitecil. �:,�!`i�il't,:" " , "'''. .[ ­�, lffl`J`X-��i.lLll L,Ij . I � I ill - - ----,- INNAMNWAMffgMU [it, , " [­ , I - 0 1 X;`,l`.'1,,.`li _\ 0 _j _j . � I I I I I I I I I i I i I If I I I I I I ,iii . " - - � � " a � . - � " 0 ,,��lmw:,: ­; : centao enginel or fegi:I; I , : , i-I :_ �.l " � lj� ! I I I � : l� ;l�. 1""' ­ " "'P.. I � . . 11 , ll I "`!­;,tii � . : �!;,:�, I � I !! . �t! _. !! I I I I! ,l. ..] L l! I., 'F I:, ` � I k� ,I A GiLA&C, ----N - TELM4800M TAS I __ 2 �� ;I .. _ , [. t , : - ',"'�`, ..I, iF . . I Ml -94, 202-94 & T AS 203-94 TLsifing Evaluallion Lab,, inc, iiYeadell W Haney, P E . � .­1 .: 1. i.,., " i ":�, f., I .: ,­ ! I :_, . I'll t, Ill. :,"U.1l Ill I.:, � ,�,:;Iijl�l[��iii�i�LILI'�'I'�'�'��,Lt�t,L.,��!!:�� L- I . :, . . - : , �.!l . , . . . ,. ,., : �:I�i'�:, ", I - . . 1. , , ­1:11 ,111* I , '�t ,,, ST-raf)0001 A's-1 c2e_05 Sub-Troplosif Tabling Wn Hicks, VP Operations - L - ... I, t �-!.!l _:, 5, I I I !::I 1:1 I I I ,�l , [I t , I � -1,­ I I I 1, I. I I _t�.:�.:�. � I L I I � , �'-­ ­, il � . :`lr�1'11� �l �9 TA. P E - � I t8"WAMED 4 >- LL . - " _ _ . I �l 1. ['�,,,.,.tI:::t:I I :1 _ ­ .1 Iii �:�Jlcji.'::��It'[lltt: �I'Ll�')' , , . llli'A ; *,!iI,: - � - , . : I � ,�!_` .,-. - . � t I ,, 1 , , I! ,, . � - It I.:t I ­ IlL . [I 11�- ; 1[4 1 -, '!_'�l,illiI R 1� 't, k __ 1 15427-JO7= ASTIM 1284�00r. ornal Point Laboratont wmcm E. ntch, RE . rg,� I l.�: 7. III Gutswing confl.clumfil using couslal outswil hem 1131 rneet water inflifft'llion, requirerrient" fix "'WHI". 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I ,;Z CIO , I I,_ - ��,�- , and oufl coilifiguncitm uji E4 it em 9 18A 14, It I 6, # I 6t#,U GiV iftum # i) do I I I i �,,! � `�.; 1� It I I lll',"Ll�lll�,[`­Il I' ij i: j :,it,�,tj I � � �`L _:1�11"%! i,%,t­­ ,. I ,-I � 1". - .. L L�, ,:..;:I,,' , 1. " � �% �, , I 1I­;;4­­tI "I ­ vl,� 'd, aing-oadilit NQA � . a " t .- g -,-. intv"'ing cortigufations '-,��L��If '�' ­willl�:�Ill �:,,jl.�".�, Il,!jI , I,: Ile ____ I -� �e) 14 2 ML �, I , -j' ,'I'l iyj�� '_11L., ,,­Ill,,',�­�.­ ,,,,' r,'�,.:l� ­l. .: -, ,. ,. 1­1_1111111 I ,�, __ _ le'dall - _ , .i Il _ , _ .L,, _ _­ I, I 'I ..,1­­­l�____ _,I___ " I �.­ :�:,- Y I I I 1. . �, . I ­­1­1 , � . , , � I � �--_ _ 2' ANKill " '­;. � Mg— � �iot', - " , � , ,� -­ 1. W-0206.01 '13tyl interfai q soluma L - l,�L L -1 L,I ­ hot meet the woliff infiltiratior. requir,arvil for the "HVHZ" and shaff be installe'd ony in rion-hoi.ili .. ,,'t,'l,Il(`; ""'t" "��L'11,,,L,�,�lli��,�,i,,,,;,(I"�l�L��:it, - ... 11I j , I , . . 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REVISION DATE ,� I 1�i�__ � I Pa I Wiethiformirriteof ally- W. itill - i ik UEPAR.A4 __ S __ MWINO "t ri V, Poll felryforcenTent 21-,\ VERTICAL CROSS SECTION DRAMNG W.; � I 1`-Y", VERTICAL CROSS SECTION a 11 F11 . FL-10975A a lt� il FL_ 109,76.1 0 F (4 j a 0 . -1 --,--- 4 �_� -KElu -a- �) % - SdE:ET 3 or 11 4,0 2 ---------- ___ __ I L WH- -1 in iii — ___ _—Ei= 11 12-30-2009 4-9-2012 SHEET . . I I APPROVAL �� --_-- 24:5r MAX. h t INTER r IOR I f �$�RR �.+ —t4F5QkTYEI'F,} Eta 1­n Ruk'NSY.kt_.I € tl v(, ih}/'MIN, Fv E � \96. .iybAg :^ -M NRY` E.-vASOWYEDGFtV _K:. b o m > a Y t ril f n •+ r - - a S � ��-a y jfJf/ EXTERIOR ILL- ##9 w"o.,T/ '/1 NOXIOMW L ". 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(� _.. _ a� G�. $ � f�mei fAP <'k - - �� - _ _ i j P[ s '1�i S�bt P€i't tfstt dtt ritu6la�et?�sts tea.,• 1 .a � / � [4 /'-�:' " _i $^ '8 �w irr.Z '`•r,. .,.r'""' � � 43 r 5 _ AREA MAX, - D a.. Z y� 'YF? m t�Q' ,.•m„ � 1._ � a^ b o „ � ` o .3 _ Z,. , �. G,t�,'-•m- t.x .{°- e4, 11 Phu // - RUAdv:'. "r .I � _ «°`"t g... s, G- u, E 5 d _-�.----_., r'� @< h9t,e e Ylh : T s;h41P1,F� ;;$ .`£"tk�SliJ. API 2$ft klti&'d. d'iCLJYih t'��xi����'� _... s.- - _ t•mre.+��.��{� ry �E � M GE � U .. gq sAiEc Sitb�a ,R,?f%J � � : � T'".� y 1 Is�F12� .#-a e I' �T� } j ya tLi � �7$!� f� n' `#. i A I i 1�y.y. �biP'FW'� i-T Ai'Y916"�' i�tYi gym.,. � "•,...ter ` • t. ... 6t M .fie. 43 d a A i 1' e� � r i" i '...�' i E 9' ,! "�' \ � o - i•ij(''t;:tlN. � ,- ',�,� 1^. k Eths TiE: E Ff! F93E�LiP17 met - � sd of Ha y*+b��•� y�@�"ryy y � y: �AL CkOSS SEMC F'd � l��RatiY+xsc�t�£��35€€s T CAL Its sz� e�Fai % tia 7i lis6ii oa is m C 5'.: BYl tilt Lr� C a 3 ' i, @96 A�",s. s?e; F L �, SSE lion t 4E1e�J '�.. FT" `fi5 �3•�T�kYr �"- f(FtTi # 1••Gi4"8«Ri�+4. P I"�(� - [stl- ° u ° dd&,sletd se�gzttay�.S$1 1s Y WV' ecicW Pi� FFl�i7 4d'i . �a: r t7id i:t,�tYo'�s,i a '�' IP ,- fA'fPi>iy[SIYCid:};�R `a-- �9a8bdfiiiy�Oifi�}fry3�45�ffii$ �,{"fY'P`.6 �i.••�li:tJii:l � � Wthit�Yt`[4fTtttEYlt`G�t rtSs';til'E9tYT�[�5 t ® i�ri`T�.S n ! � �177 Ed IS I p , `:� � I i � I TYP. S, � � �^ `"`�, '_" -�- i � � `� � >3 � � ' k r% .___. � '`` ,'°r'f^' � rr :+`. ,�.�;/fi _ � •' 'r" 'f�'`�r 'F fr µ � v \$ a '"�`� NEAtC3 a it 0' it<• m u w s ti r pg SEE NOTE 1 \TYP. HEAD - (1 / • . & JAMBS e v m r4 � � � a m Ai a°s ° ' � 15 33 rx o ..._. tYlat :if'xtYzrtmt6a [ FURsu ao � A uilct Y�dh FUR s[ trsirot sndant ska e � 3 a ° � 2�3i MASONRYf - fi OPENING hlASO iRY j n U .'� OPENING ; ' R M.ASC��1Y _; � TfP HEf G iti C (�P€! 4d JAMS r r E' Y (K SEE WAE 1 -- a,z ! � FRAME - , �wr _ � _ i SEE- ivisT ' E2 l' - Fdia�1E L � _ I EEyy c3 > .' $r 95 -.. %_._ ...yam/ r" •,f 1 / r,•' '', 2xBU ��� �Z U s� ~ yn, S x<. !. �� �1z t, OC] fr'!`; 1..._ `'d v;r' t3@#x5t ttte 4i? l ocai5WfNC, F3fRfSHolGr kY NIG [mtgiom fy �c es eo 2XBUCK-� �_-..., Fn dd}"CHBBEADtSoliDEiRt! / p l i' )SEENcTE'Ai T Q .�• n..,, L4FGH&ei1x1J�Q71.Tf3£1'Ai8 SEE HOSE i l c.�sSt 4=. a _TsStt yn i {$4 f 3 �! ttgYatioQsk! A kibt� xd "stc"kldCad $bit35f76{43 SUtiStkiBtfi ft �%. '{ )SEE NOTE 2 -- �;� —<• > TYP SILO �' 74 a SEE SEE NOTE i r� TYP.StCL _lit f _ d u ` te E SEE {Vf}TEI(H ) 1,1 EIAA FRghtEatNCHCJi ._.,,_.. . ARiCHQkdG HPPIGR } FRAME dNCHORePJ�C'. ST RfXt ,tdh48 hdasorny2xbuck construction „"�,• I _ SitItXEJ# B h{€ e5rtr}' kkbuck ceJtzs#ructdaa'e :' �^ a �T fFP Si±4t FEflt£SHsetk t4 , Olf�ff4iRt<�'[Fj E$'HQlka (?x` INSWING �,.._..� ` _,Yx }e10 'fib v a ti tNNGf @ETAIL irwM ma a .HIE dtzx-ng t•. raa a.9 eCQ `°••-- tr5p� 3 +rAdae'di Sel6ih'ai� $h5ttdorl SUFaiI[Oidi 0 1. 114"' Etco Concrete screws onc.�horinv `Lr buck re;qutFe a m nitnu[�a't t"clearance to masonry edges= a 7-1,'�" mintinum arnberklzertt and rs 7 2 miniseitan $" clearance to adjacent cxn m4a screws. Substitution of equal concrete screws from a different w y r ' (101 � Putter n .. = mo hvve d ff[ e t ([} eater etisfczr[ ar s9 CENT is F dlstrtnca raaTuti�rn� nls. Cr2t Cfifa scrksw tncotlons at the corr e s nlay be adjwted to tnaintatn the to flirrx m 6! 4, nR�E" C} i'ni7!'tlY f%7 tt " 'MAX., . .� .. - _-d cf9fr dtsda d r{Cs hs. Ccrncrvte rc,few locations, noted as ON CENTER must be adjusted to nlaintfltn the n' "murn •° L) -- 4 y -1 %a". _..., " s r" . . _ P. )14' hill" a::1i!A:rEltE3 SCre.ws t' nchoriftt frame arXWOF Siff rEYf' ulfe d7 P7((F75P7YlirA sti7� GPt.3fi[T7Y[e."P' to MOS,]7'fr1. e:dVI, S, t7 t-l4, fninimvi'6"t � � � ,,.-•-••.'-� �.ar G •., .,. •R «. __ . edge dtstance to mortorloints, odditiona? Concrate sti.m As rrTQjr be requited to emure the maxenum on G6nteroim@nsion is not --' _.�. - j I o '^ effibed menf [z zr ... .. `` „- .. from - ,.-`-' -' Olt4i 1Cnlfrla+rYi ,.t` Ct@pFGEk£G-' to ai " eot' concrete scums. Substitultc a of equal �', ncrete srfei S from �. d#e.`e?nt 5tdb�f/�&t '°__,.-___. _- ° , .. .. , � � . 6 �� rrn txsve dwfeford e 4dstanco nd cen.er r 1ce re sament. Concrete screw of We ccwner to a ) .7Y` 9 "~2tN nYa�+, stk} ti _. r° � .- n r. y T, � , : � ,,... -,. _ ,.. .: ,.. :a> ..... �. ` t •. i -� � �. _ ' � .-. /rf •.,ri/ _ _ _ _ � a w - �� j \,.....� , -, �+ s , , , ,,., ,n ., .- SEEttE TES , ._. .,- `-" iYt€Sitttt'1tn tt}6 dRit£'tl#rrElFT7 &4G' f,¢I£d'aiiC.LY to izt'41dti1lt6fFtdS, ft 4.LLr7L.PC;.it: Sa.i6,W fG^CfitP"t.,. naPBc$ c;5. fl1.AR. ciM A.-Et+eaC72 na6AGa !:"�' rtcfttist[.Y ft'S s !3 ' -. "t < r -... - �. - _ - .. `, . _ `di, tf$ T icYdlGFadL SCFa'.w':Pilli t1ti;i}'iFtt t}'ffYrtf: aneieaF Stit(ecteaarrwammrrnun.2il=`C.tt)c7Pi7YiC�}'t�PiiciSCrkt}aS}{ L's,at 1/, minimum ,, - q S, `� taz litatl }tpttr tt7tY 7Ti6'NfF'EEtTYi t3U¢jf' f'HStUrFC:E± 1Ci FPT'ilYt£?F iri .. iTt7a'f77iOt1[1f a tii7C76't `4# 9i+t' +YS fYlQ,Y bf3 fQL]tiSet7 i`r1 E3YL5t3iC �17E: Fitt"isiiltud'it E7t1 G4; rY6 f 1.'� ., .✓� a. I-'�-2�6"_ cri r. 5iAr.E: `s. 1s y b l emttir ' cnt arz a ttrtntr[; rr " C i errs d u 1,t`cPecFoncetod ` Wcioftc rate:. r rznc sc ev» Substitution of et cd concrete screws c11a re ue s frorrz a ditferenP su .tier iu ate [BT4[}+f?t3Vk: eNtferaw>te,T�ry6{tiStalT£€'. atki e.F.i1tG'F t}tSYtlYti�e'fLatE/KStilettt3. Concrete sCdG�L lOCatKH13 at the corners tPfflk't�?6 QC{JuSteCt to ... _.., �-tt'TYd nxtinidtn file 1Yi#ni13"iEFrSY to tj "MAX, — �iH. ._._._ _. R1'il t,a'� a 5 � q� dxz"rer�h n +5 R[7't CYcE@if6'd. „ ,. ,. ., ..„, ... .... .. ._ .., ,. .. ,.. a.•C5d7CYeFt, 9GrCs4uS L'6"."Es-hfzelt t tiClFnea iYr�G'sr Sift rff:C±L2iFi"7 Lt ftlfrL€7i6t1[M 11S'F#` C.ieaSftszl.e tt7 ttieJSH:>"l£" „ t7 N-IF•'l` fn/Clid71{xn`! "" 'f et X S! i4"T ......._.__...,_, GNif. 615 L,P.. _i S as fi �. tf4 l£ Ez ff�M� f i. ffE4f7 �. SfP.Y,$, .'.��$ �....,,' 3a3ds (Q' � .i .1e3IC,b C..' 24z sz IF CEU:. Bx:: E.f •°'" t9CtgE tiiSt{N)'ue rTiL+rdt7F�R'95tS.. Gt✓'PY1:f4��'scraw k7CCitlCIrPS noted QS. ON e,><NtEfr` rnuSt tea„" adjusted to maintain the n* if[Nfrn edge distance to akviarjbints, additional Concrete Screws maybe requited to ansufe the t4RC7Xlmuni on Center HINGE pFRyl�N4 -. t� r' '+ embedment off d o !71inknurrP 2-P,($ civaaY€PY cO tt7• E%djCiL:�CYt Ci FI::iGt+.: 57CSOW'S !1n!O&f othgf'wkie rioted bp' covxzfum_, 5c@C `w n"Yt`invff3i;tktter. iNcC4WA C ' ,.rE. � ,.,_-t IX.LNYhts NO, ¢ _ A —a 6, 4 tlfinensacan is nat rszeeettcd. Gutswm rt-ie7tt,1 ChitsWx rL-1Ci37 ,? �l—it%sr .t 5. SwF7 xq.. OF>I. �.. OF L_L M._a._-.x.A— S_ 3.„M SrCk P�tKA�_.�_..� _"w'_ :�-�CDiEtE_ m 12 44ETs _ ..=__..._.-._.._-_ •".•�-_�•__•-- -- ` -- �._-_y"'_ -.S - _-L � ..- -��__ -Pk�kt ..__ __ _-.._ ____ M-.m.»�__....�...�_:� _._ a.k�_�—LttCL<,�_ UtU w-_` � -" _ _- �" _WIL -.. - �Ml-�i:vRifivSi�S�A@6Tt�3l1E—E�M I _- tAi�rvw __--_�W„_-_�___ ^ , 3 CCE��� Ltd�C E� „%. T T6 6e �Vz0 JU J J 0 W W 0� � Z Z W 20 p El E:1 El Q ' Uz 0 � WZ>CL LUQ�WtaZZ� U�0Z oW oz iz JJ zQ5 ryW0 W Z = WoNO 0mwo 0 a z OU Z U ISSUE DATE AUGUST2008 REVISION DATE 12-30-2009 4-9-2012 SHEET 4 1 . PRooucr APPROVAL Q ' Uz 0 � WZ>CL LUQ�WtaZZ� U�0Z oW oz iz JJ zQ5 ryW0 W Z = WoNO 0mwo 0 a z OU Z U ISSUE DATE AUGUST2008 REVISION DATE 12-30-2009 4-9-2012 SHEET 4 1 . PRooucr APPROVAL ISSUE DATE AUGUST2008 REVISION DATE 12-30-2009 4-9-2012 SHEET 4 1 . PRooucr APPROVAL MIAM" I MW BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34"' Ave Deerfield Beach, FL 33442 MIAMI-DADS COUNTY. FLOWDA METRO -DARE FLAGLLR BUILDfNG 140 VVEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count), Product Control Division (In Miami Dade County) and/or the AIIJ (in areas other than Miami Dade Count)') reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in, the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson Regal/Spanish "S" 11 Roof Tile LABELING: Each unit shall bear a pentiattent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause fortermination 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 mantrfacturer 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 Km4m COUNTY Expiration Date: 12116/12 Approval Date: 12/16JO9 Page I of 5 5. LABELING A [I tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement. "Miatni-Dade County Product Control Approved', HANSON REGALISPANISH "S" If ROOF TILE IDENTIFICATION MARK (LOCATED UNDERNEATH TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies (if 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. t2116112: Approval Date: 12i16/09 Page 4 of ROOFING ASSEMBLY APPROVAL, Category: Roofing Sub Category: Roofing Tiles Material: Concrete L SCOPE This approves a roofing system using Hanson Regal/Spanish 'S' 11 Concrete Roof Tile, as manufactured by Manson Roof Tile in Deerfield Beach, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCTI)ESCRIPTION Manufactured by Test Product A pplicant Dimensions Specifications Description Hanson Regal / Spanish Length: 17 1/4" High profile concrete roof tile -for "S" 11 Tile Width: 13 !/41' TAS 112 direct deck or battened nail -en, V,� " thick mortar or adhesive set applications. Trim Pieces Length: varies A."essory trim, concrete roof Width: varies TAS 112 pieces for use at hips, rakes, ridges and valley terminations. 2.2 EVIDENCE SUBNlt'f'I'ED Test Auencv Test Identifier Test Name/Report Date IBA Consultants, Inc. 2381-252 TAS 112 09/20,107 American Test Lab of south Florida RT1006,03-09 TASADI 10/19/09 American Test Lab of south Florida RT1 006.02-09 TAS-101 10/13/09 American Test Lab of south Florida RTIO06,OI-06 TAS 102 101IN0 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 12 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. 33 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perforin quarterly test in accordance with TAS 112, appendix W. 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 underiayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material rnanufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. AP �RMO NOA No.: 09-0928.02 Expiration Date: 12116112 Approval Date: 12/16109 Page 2 of 5 PROFILE DRAWINGS FAST E N E R HOLES — OVElOWK 13 IA" UNDERLOCK REGAL AKA SPANISH fist$ 11 ]HANSON REGAL/SPANISH 'S") 11 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 09-0928.02 - - - - - - - - - - - - - - Expiration Date 12/16112 Approval Date: 12/16109 Page 5 of 5 4. INSTALLATION 4.1 Hanson Regal/Spanish 'S' 11 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120, 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) . ........... . . ......... ... Tile Profile Weight-W (Ibi)—"' Length -I (ft) Width-w (ft) Hanson 10.4 1 A375 1.1 Regal/SptAniq_'S Table 2: Aerodynamic Multipliers - X (fe) Tile Profile 1 (ft) Batten Application Direct Deck Application Hanson Re2al/Spanish'S'll N/A 0,32 Table - -- -_--------_ 3: Restoring Moments due to Gravity - Mp (ft Ibf) Tile 2": 12" 3"A 2** 4"1211 5": 12" 6": 12" 7":12" or Profile renter Hanson Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Ike galiSpanish'S' 11 _8.948,85 8.70 8.52 8.30 ----.8.07 Table 4, Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Nail -On S stems Direct Deck Direct Deck Tile Fastener Type (min 16132" (min. 19/32" Battens Profile plywood) plywood) Hanson Regal/Spanish Two (2). # 8 x 3' Screws 34,558 34.558 NIA Is, It Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Two Patty Adhesive Set §yetems_ Tile Tile Application Minimum Attachment Profile Resistance LL Hanson Regal/Spanish Tile Bond 28,137' I Dow Chemical Tile Bond TM. Small patty of I I g (1 "wx 1'h x 81) at head of tile, larger patty of 22g (4�w x 2'h x 41) at nose of tile Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Adhesive §yaterrts _Single _Patty Tile Tile Application Minimum Attachment Profile Resistance Wan —son Regal/Spiiwl;i_71 µ Polyfoarn PolyProT11 39.687z 2 - Large paddy Ialacement of 66.58 grams NOA No.: 09-0928.02 Expiration Date: 12116/12 Approval Date: 12/16/09 Page 3 of5 0 J J >- LL 0 0 > W � z < F— < Z Z _J -J co 0 D 2: 2: 2E El El El d Z LLJ U) LLJ Q > W ft� LL' U) F— LLJ 0 L0 LL 0 2 0 z Of _J z o 0 < Lli D 0 Z W 00 UW 00 J O_ N::) M 0 ry LLI 00 0 M z Z 0 < C) _J z 0 ISSUE DATE AUGUST2008 REVISION DATE 3-7-2012 SHEET N5 PRODUCT APPROVAL HIAMI­ MUMI-DARE COtNTY, FLORIDA in METRO -DARE FLAGLER 131AIDING BUILDING CODE COMPLLNINCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, I-1.0RI'DA 33130-1563 (305)375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34"' Ave Deerfield Beach, FL 33442 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to he used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County} and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIIJ may immediately revoke, modify, or suspend the use of such product or material within their j urisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson Hacienda Double Roll Roof Tile ]LABELING-. Each unit shall bear a permanent label with the manufacturer's name or logo, city, stale and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the perfon-nance, of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the inaterials, 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_ ADvER,nSEMENT- The NOA number preceded by the words Miaini-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 shad 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 S. The submitted documentation was reviewed by Alex Tigera. NOA No.: 09-0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page I of 5 'Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Nail -On S stems 'i stems ""jn Di t Deck t 19 Direct DI re (m 5132 irect Deck Direct Deck Tile Fastener Type (min 15132" Direct 19/32" Battens Profile plywood) plywood) Hanson HaZ_ienda-Two (2). # 8 x 3" Screws 35,9 35.9 N/A Table 5.' Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Two Pat !y Adhesive- Set Systems Tile Tile Application Minimum Attachment Profile Resistance Hansnrr HaciendaT Tile Bond AA A" ---- -- I Dow Chemical Tile Bond TM, fW-0 patty's of 11 were installed os per Tile Bond NOA. Table 6: Attachment Resistance Expressed as a Moment Mf (ft4bf) For Sin le Patty Adhesive Set Systems fho_ Tile Application MRI-mum Attach-m6in-t Profile Resistance Hanson Hacienda Polyfoarn P@y_i5_r Polyfoarn PolyProTm 2 Medium paddy placement of 24 paypFOW AH-160. 5. LABELING All tiles -hall bear the imprint or identifiable marking of the manufacturerts name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT RV4QUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, 1 6.1.2 Any other documents required by the Building Official or applicable building code in order to property evaluate the installation of this system. NOA No.: 09-0928.03 -Expiration Date: 12/16112 Approval Date: 11/18/09 Page 4 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tile Material: Concrete 1. SCOPE This approves a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sound, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a trionlent based system. 2. PRODUCT DESCRIPTION Manufactured _by Test Product Applicant -- Dimensions Speejljlcations Description Length: 171/4" Low profile, interlocking, extruded concrete Hanson "Hacienda" 'Width: 13 TAS 112 roof tile equipped with two nail hole and V2" thick double roll ribs. For direct deck or battened nail-ori, mortar or adhesive set applications. Trim Pieces Length: varies Accessory trim, concrete roof pieces for use Width: varies TAS 112 at hips, rakes, ridges and valley ten-ninations. Varying thickness Manufactured for each tile profile. 2.1 EVIDENCE SUBM 11-f ED Test Agency Test Identifier Test Maine/Report Date American Test Lab of RT0922.02-09 TAS 102 W22/09 South Florida PRI Construction HRT-054-02-02 TAS 101 09118/09 Materials Technologies PRI Construction HRT-054-02-0 I TAS 101 09t-)2/09 Materials Technologies lAA Consultants, Inc, 2381-249 TAS 112 W20/07 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 UNDERLOCK END OF THIS ACCEPTANCE NOA No.: 09-0928.03 Expiration Date: 12/16/12 14104WP� CO -11/18109 Approval Date. Page 5 of 5 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix W. 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. 16 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 (11 x w) Tile Profile Weight-W (lbo Length-1(ft) Hanson Hacienda 1 D.b 1.4376 Width-w (ft) 1.08 in Table 2: Ae od name Multi liars - X (fe) Tile Profile I (ft) 7B Batten tten Application X (ft Direct Deck A plication Hanson Hacienda 0.32 Table 3: Res r!n_%, omeiftty nts due to Gr v- Ma (ft-lb Tile Profile 2":12" 1 3 1, 4": 1 Z' 6": 12" VAT' 7":12" or greater Hanson Hacienda Direct Deck Direct Deckj Direct Deck Direct Deck Direct Deck Direct Deck 7.37_ 7.29 -F-7.17 T02 684 6.64 NOA No.: 09-0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 3 of 5 Z 0 J � >- LL 0 W 0 > UJ � Q z Z W -WLYJ () 0 U) El F-1 El (j W Z LLJ W LLJ Cn L.L LLJ 0 0 U, 2 0 0 z Of _j _j < 0 CL: D Z W Of M W Z W 00 z W in 0 LLJ z Z o < Z UU ISSUE DATE AUGUST2008 REVISION DATE 3-7-2012 SHEET N501 PRODUCT APPROVAL 1 L EGO INC. TILL17 TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., RE. PRODUCT EVALUATION REPORT REPORT NO.: DATE: PRODUCT CATEGORY: 11-1209.04 December 9, 2011. Hurricane Shutters PRODUCT SUIT -CATEGORY: Storm Parcels PRODUCT NAME: 24 Gage Galvanized Steel Storm Panel MANUFACTURER: Global Protection Products LLC 4800 S.W. 51 Street Davie, Florida 33314 tiltccoCaol.com F1,1' E License No. 44167 FL ER License No, 0006719 I. PURPOSE OF EVALUATION: This is a .Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to Global Protection Products LL,C., manufacturer, based on Rule Chapter No. 9B-72.070, Method 1d 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 inaccordance with the 2010 edition of the Florida. Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.L PRODUCT EVALUATION DOCUMENT IP.E.D.): Drawing No. 11-214, titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 12/05/11. This drawing is an. integral part of this Evaluation Report. 2.2. TEST REPORTS; Large missile impact load tests were performed under 0 -4_ d as per section 1609.1.2 of the Florida. Building Code. Unif � :•a�' e&Section 1715.5.3, per ASTM E-330. Test reports prepared by ri a��'esta Litt of"6outh A .,p.. , •. LOM .._.• 4 py�� 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (30 jZj,$ PaX: (305) 71-1531 PRODUCT EVALUATION REPORT NO. 11-1 09. 4 2 Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Melmer, P.E., Boriz Moron, P'.E. and Henry Flattem, P.E. and Report No. 02I9.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattern, P.E. Tensile test report. No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 23. STRUCTURAL ENS "'ERING CALCULATIONS. - On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind lead and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building; Code. Calculations prepare. by Tilteco, Inc., dated 04/08/09, signed and scaled by Walter A. Tillit:, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1.609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard. 4. _NVIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum. panel length shall be as indicated on sheets 3, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 11-214. Maximum Anchor Spacing shall be as indicated on sheets 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 11-214. 24 Gage Galvanized Steel. Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation. Document (P.E.D.), drawing No. 11-214. Minimum separation to glass shall be as indicated on sheets 3, 13, 1.4, 15, 16 and 1.8 of 19, of Product Evaluation Document (P.E.D.), drawing No. 1 -214. 6. MATERYA_L CHARACTERISTWS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation. Document (P.E.D.), drawing No. 11-2)14. PRODUCT EVALUATION REPORT NO,.11 1209.04 3 Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 11-214. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. I 1-214 prepared by Tilteco, Inc. mid signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product :Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167) , President of Tilteco, Inc. (Florida EB-0006719). pp l�� aaa,�rya av y, rspaya•9s .i k {YY •W7' V, 0 N fit\,. U Z Q � U � .. 0 J � m J 0 W p d 0 Q W � � Z Z —j W � U 0 J ❑❑❑ U ryo Z W o W IZ V) w Ww c.� U) 0 Of n J v J Q Z W _I 6 0 W J U/) W o m � w Q Z 0z Wo_j 0 N::) m F_W N =� c� Z Q oz U J Z UU ISSUE DATE AUGUST 2008 REVISION DATE 3-7-2012 SHEET N6 PRODUCT APPROVAL I _UE-NERALROTF-S SOM & E-1 MAN STORM PAWl i- 5rOfim PANEL SHOM� ON IHS P�,DDILIC- EV,okLUATION DOCUMENI (P.E.D�) HAS bEE-N VILJ,��-il--D FOR COilPLIAN-f ;N _YQLt �,% � El - l �-,R,A �12L --- = C 5 5 , � �C) TO EXIS11NO _�� -LLNJ AGCORDAI�JELI, WrH TIF 23';O EI)AIDEI OF -HE F'.fJPTxA BUILDING; COLE. "I 1/4"If TAPCCNANCH�RS, AS VANjFACTUREO By 1-1-*� BTIE­U'-�. iW THIS M,k,J PANEL SHALL NOT BE NISIALLED AT H[DH VELOCITY HURRIZANE ZU��EB ,',',AI&v1 --DADE / al C�U`N`FtESI- - #14- 19 PANUMAJE FEMALE IP AND PANELMAIC PILLS ANCHORS, AS VAMl`ACrUR--U Ey ��S-�O CON,-,M­t,'�ON PR-1Dkr-1S, , DZSON WNG Ua-'J�S SHALL B'C DETETUFINED AS PE,1 SFCT�OFI If, ­OF THE ,k791,& Mri,STICNED 1CODE. - 1/1-,D LAG SMWS PER. Wb.& FOR A WFIC, SPEED AS f?EQ,IRTD E,Y THE JURISDICMN WHUC' THCSE SIALMERS ',V,LL 2E INSiALLED AND - 7/16'.0 A� 5/8' WOOD BUSHING, AS UISP,MUTEO B-� k-L POINT SCRF'00, 601F ex SP�-CIALYY cc� � , A 0,RECTICIMAUTY FAC -C.&�,� UStJG ASOF 7- 1 C Mii NSIAILAITONS LINDFR ,1D`IO POC PhD SH,1EIL 'OF 'IFIR Kd NOT EXCEID INE MX)OMjW! O15D,) -1mlGN PPESSURE RAINK,S INDICATED Ohl SHEETS Z, 9 THRU 12, 15� 6 & id. AND 2L C. 1) 1,CNIII 1HREACED PENEIRATKIN INIO WOCD OF W-r�OW ANC,-M,S SHALL BE I 112" FOR [LCC �A,NrMAIE �LUS I IN ORCER TO, VLfEFY Mr. A,50V�E CONMOI,�, ULTIMATE DE52CW *RD LOA7,TS D&ERMINED VE'R ASCE '17-10 AND PANEUIANLE FENWE D- ��-IALL BE FIRSI REDUCED In A,S D� ',N�S UN 'NINE) LCIA05 Rf MU�Tlll THEM BY O.M IN ORDER TO I& C. 2) I,CNIMUM 11�RF?ISED PENIETRAUCil OF LAG SCREW. NRU ,h,' VMD FRAME UNET �"HALL DL 1 )/2'. iDT, -I,i�FADET IQ C OMPARE THESE VI/ ll (A.�SD) OESIG.14 PRESSURE RATINGS INDICATED ON SHEi�TS �, 9 THR'Ll 12, 16, �6 & - T I , OF THE RECUF�Eo IHF�ADEI PKNEIRA101. PFNEIR911CIN INTO SIUCCO $HALL BE CONSDERED AS PAW - ' WEPT -1, A A3r 14 INNAW - IN 7 - NOT CIER STRES�­, - . ?NCREASE I AA -E IN OROER W VERIY THAT XNCHOl C ,Hl, P�ED, AS IL�TEL -, , I 5 5S F R VAIND LOADS WAS NOT jsto IN, T E R A10 _YS'S -ING To WOOD HAS BEEN DETERMIN IR2q 'n ' -, 'a L FASTENERS Sl ED IN C-3) MAiMUM EDGE DISTANCE �)F LAG SCFE S, �,V`,, WCOCI 5F44,1 BE AS NEIZAILD IN f',N D�iAWINC� I* ' - 4 ,aj=OR DANCE WITH ,NLDES� 20115.. I I SIORM PANE ' ADEQUACY FOR MPACI AND WAG, RESISTANCE HAS W-K-EN ItERIFTEDRIN ACCORDANCE Wffi- 5EC11CII IraR.1.2 -S CA) MIN;MUM FIENETRATiCM OF WOOV SUSHAG SHALL BE 5/e� 1/4' 0-2D SCAP06 USU) Sii,',LL OE 1 1/2' -ONO UINIMJm - I -AF FAEN740NED CCDE AS PER AMEW T- T 1-413 Of SOWN ;LOFLDA EPORTS #0814.D11-01 AND nr THE AW � CAN ES SF*jLD STUCCO EXIST, AND i' vilmmUM FOR WALLS WI3H NO STIJECC, . ,219,02-09, A,$ PER %T3 12-99 & ASIM -V 350-02 STANDARDS I r - 'ELS, STj0CC OR 14,C-C13 WARDS BE 1`01.4C ON THE [)�S;TiNa C-5) IN CASE THAT PRECAST SrONE, OR PRECA�3( CONCRETE ?At. I 2- ALL ALUMNUFA EXTRUSIONS 11) BE Ol PLED'? AND 71EMPFR, ( NIFESS OTHERWISE NOTED)- SEE SHEET 2 'U WALL, ANCHORS SHALL 5C LONG EINCUOH rO REACH THE M,AN ST-LICTUFAE: BEHIND SUCH P,mELS. ANCHORAGE, SKA,LL FEE AS HENTONED IN C.1), C,2) & CA) �' ALL ALUMNLEA SHEF, M-7�4!L USEn AT C-US,RES� 5E,kA-,,L HAv�- 31115- HI I 4 A-LOY� (D) AW,HORS $,HALL 69C ASTALLED FULLOWIt4G ALL OF THE ilEMIAIENDATIONS, AND SPECAFFCA�TIONES OF THE ANCHOWS MANUFACIURER, - I VF�Al­ PANELS SHALL HA��L OTNkl-jj5IAA. OUAL,rY SER, A,�-JM A-�53 GRA&C 80 Et'241%M, cr-5c 4 Ai [ STELE 511HEE � � I - O 'I OESiGNATZ01 le/FY= 922 k., (AfTER ROL E. )� GAU.IANIZED. STEr - 1ALLATGN ULII145 S� Ot, I -FOL,01i 6 (SHE 8 PANELS MAY ALSO BE NF�TAL-�L'D HCRQO%T&.LY FCLL�OWINC INS iOWN ON SECII H LETS 4 - Tfinuw 5) EXCEPT TH'AT if�ADERS Q & (D SHALL NOT K OREM -E�0:73 OR CICHERCSION RESISTAN', '0A­TFD CM,40m S-1-EL AS PER f, Aa SCRU4S TO BE S-41'11­'�iS SIELL 30q OFE 31d AlSt F; .; FL',)RiBA BUIDING CODE Ly �;, BP F.� 1ELD ST',ENGIH AND 90 jze� -ENSILE STRENGTH & S-�ALL COUP I DIN 60010 W/ I 9- I' S�IALL BE IIHE HCO'C'NSIRLITY OF THE ',TONTRAGIOI� TO VIRIFY THE SOMCNESS OF IFi.F, s)RuCluiF WHERL I�H,�TTCR IS 73 BE I I SECITON 2411.3.3.4. T URE 'E. lr�R 5 T OR ', 81 �.TJACIII`G 0 INS PROPER ANCHORAG THIS $HUI 1+fAd ONY BE ATrACHM IO W14C.'Or. -CCRI CR, WOOD FRAME � BUILDINGS, . � � I 10 Ev -i C -,S STFF�, WITH -16 Ed MINIMUM Y� 6� ENOL111 - ASTIA A--:51J -ALVAPIZED SPE11, CR A1511 �)tO ---RIES SLAINLE! I - LED I t S T R4- N 6 T � 1. H W � ., 5, 6 AN,5 AJERNATNES t , - �O� EACH REGULAR STORM P,ANFL *ET Lt'NOTHS OVER W'� AS PER SECTIONS 1, 2, 4 ,Da & 0D ON . - -rO �HEEPS 4, 5, 6 & �e RESPECTN51,Y; "ALL UAVE A 'ESIBLE F&ID READILY V6101-E MARANO INSIRUCIING OWCq OR TENANT . . �1, f�%CHDRS ID WALL SHA.L BE .AS FOLLO$Si Ot' COS OF� HURroCAN5 WARNI NG, SECURE PAUELS WITH APIPAICAELE WtNFORCEMENT ,RING PtN,J I " - (�A) ja-jx--k1it& jQ r7; ,� i tl� THE IHSIALLAT�ON (,'CNTPAGTCR IS IV SEALICALEL?( ALL SHI�f,7�,Efl ��QMIIUNEI,R EDGES whCH RELIAIN IN CCNTkLKMS COWIAGT 'M T R 'MNDjRAIN -PLURLa - `,/4 `16 IAPOON ANCHORS AS ItANUrAmURELI UY IJJO� fAl RZ (bAir, r'�=3192 P.S.!,� NF BUILDING TO PRE -VENT TN(RU SION, � - 1/4' 0 x ,/S� CALK -IN AP,CHGRS� AS MANjFAC7AJPED OY POWERS FASIIENERb ING. 12, STORM PANEL IFISTALLATC,N SHALL COMPLY 191fl! Spr.-S INDICATED 1h This DRAWING PWS AF�f 31JLITNG AJ�O Z:�IWEIG REGULATIONS , �� -- 1/4"o . -1�14* SOLO -SET ANCHO%RS. AS DS:FA-5SU7ED BY AA Ma,rr SCREW, BOLT- & SPI-ClALTY CO. 46�mw. By ,HE JURJSC3OfiON WHERE P,-�iwft IS APR-9ED To. f C$A., V�­1003 P �.L) f 11 1 -, #'4-lG PANEIIATT FIFFAILE 10 & Pg��,-1­4AIE PLUS AW-,H3RS, AS MANUFACILl BY FLPCI CONSTROCI'a,l PRODUCTS. )3 (.1 T�iG PRODUCT EV.1-LW.*N DCrUMLHT (P.E,D,) fliILPARE.�) BY THIS ENGIN16ER IS GENERIC ANO LNICS NCT PROrVIDE INFORMATION ­1/-"� ZA&AC NANIN ANC�VRS, AS k4A-,IJFACTURED BY PCINERS FASTENEIZ5, !,"C. FOR A SITE! SPECIFIC PROJ�­-T; , . WHERE THE SITE COND IFONS DFV1A,,TE FROM 7 HE PA D. ,, t�QN A%citaa5 INTO PoURED CONCRETE �;HAA ,-'E I 3/4"! " FUR ELMn r�ANHLIA-TF - 1) mMvUM �MSECDJ�',T OF 1�,� - i kr') ccirp,ACTC44 �-o CE �LSPCNSU-F IOR 1HE SLLECT.Gl PPUI,C�ASF ANO iNS­IIALLAI�ON ,NQULINS �-;FE SA�F­Tly OF IHIS PROD,JCT j -iL 6 AND 1 3 '4:' i f.�k ZAIEJA1,; N N'­ N ANC� GP EIASC� CA THIS P,E.D. PREY,KOED HE/SHE DCI NOT DE,vlAi- FF-Cw TlfiE CONDI-FONS) Dit'iAlLtO ��N THIS 00CUMENT. - I I ,�*NSTRuUION �DkFFIY AT SITE IS THE ,'CIZA--TOWS RESPCINSIRI-JI, A2) CA-Y-11,4 & SOJO-SET -4,r�HFORS S-�Aif, B-- FMEI�D��il) 1/8' -WIC -HE POURED C;GNC��LIEI NO 0vAvv­-M' NN) � I"O' B�,ALL Bt: VER 1-1�1]1, 1/4- 0­0 S` --WS -F�L - '12'. i"Y"C "I",iMuNt s�­',Iuw sqcco E)OST� -;'U - - -R- 'M I os--A[��,E iD)IIiS . -RODUCT C4ALIA11*F, &(J'Cj1,jIEN1 &,LL EL �UmiIL�L.�Zf) tNVALID IF E.411OWFO, AND I" mAN;MUM �"-'R WALLS ',V11-1 NO S'=G0, AND VIAV BE HFAZLM S��RPNS CR ALL THREAXI) SCREA!S W/C (d �jf'L SPFB('.iPK1; PF,C,[CV, 1;�JA­L ;F�F PP�PARFD f,-,f A FLORiOA, H,-G61URFE, [N'�NEER ON &RC�t1L.-.CF WHICH WiLL UEC�UWE-HE - rAC, BUT WNH *iNG �I.frs. I ,1 " EN"z,EER OF RE,,CIR3 (E�C.EL) rOII THE VF�,GJC-T AND WHI W1i RE RFSFIONSI12LE FCR T,C A3D IN CASE: "HA, ��RCCASI Slo)-E7., 4"'Er-.5y Cumcwl PA�,rtS, PAvER.S, �jr.ICGO O�,' wD)C! BOARDS BE M�LJNC:l LIN THE FRI, - I U�ZR UBE OF THE P.E',D� ENGINEER OF RECX)RD� ACTINIC ,V;i A DELLONIFED ENGINEER 10 1-iF P.E.1) EINOINEEP, SHALL Sk.Rhiff 10 ��As ATTER THE SITE "'PECIrc DRAWINCI FOR R6110k, LX�5141110 WAL- QR FLOGR, ANCICRS BHk L BE LTHIr F,�('U�"H 19 REA, A-1 THE "AIN ��TRUrTURC 3ERWC1 SjCH 4P,ELB, AHCdOFtAG!� SHM L BE. A(S IvU,JfT,'NLO IN t-1) AND 114 A.2� I IV) ItI[S P.',,D, Sfit'LL �'rAR 1HE DATE N,,4':; CRIGINA ',,EAL AW; SC'NA,1(;­, OF IHE. PRGRSS0t'iA, t'NGINffZR OF R.EC,0RC[ THKI PREPARLD IT I'll 1% Zjga� NCR , C ASIm r­qr",� �S, I,' _QALL w _ _/44. d -rApoo,-,� A,jC,,,CRS AS M,NUFf -,ED f ,E , ,�"JU ,y 1, L tk� 0�jt­�, X qNC. SHUFTER 'ULL BE LOCATED ON 4 R ILI l& E LOCAFON AT SYOkki 14 10ANUFACIURCR'S LABEL S, M V S,L * ' " 0 o ' IRS As urRs NC - - -, ,/a' Ck�<-lN -�NC-jr'95, AS �IAN iF,��.71,l BY PO;�L F 1� A . z �CE-LIY - WET EL D PANEL SHUTTER IN ACCORDANCE ;H SECTION 171,543 Or FLQFMaA 5ULDNC COD ME LABEL sHALL FOR EVERY OPENING. LABELING TO COMPLY OTH SECTION 1716,a�2 OF THE /I Co. - 1; AAD j,-\�IHOFIS k Lk _r_ 4`� X 5/4' S( -SE- ­ AS' DbT�HU7rD By j,LL PC�INJ SCzE,1V, SIC I � AS VANUFACTuRED By ELOG CONS'RUC104 BE PLACED 7LCRID�4 WILDiNG CODE. I- � 4 - 1 0 PANE.WlArt UEMALL IT) AJ41) PANEWATE PLUS A,%OCRIS. - vH-10-1cls. -Y,�Ekb iASTENFIRS, WC. - Ip- 0 ZmNc WLIN AtECINQ"-,;. AS i.,ANUFACTILRED BY t� ,,,#t - vi It. TI - I ­ -)N AUCHORS, -11-03 PANELMAIES AND 7AMX-- NjE;uN ANCHOR. N11, -'HE CDNCR�--E�TF D.1) Eill,INUM EMaCD,Az 'I 0i IAPC, I I I '�W, � < ,- igh Velocity Hur MOMe Zone % --,�J�wi-;�­� 'i, - FLORIDA BUILDING CODE (Non H ,NIT SNA L BIE 1 'I/4', ELCCK . L­ e - i'.;I%oL441,fi7---A, �4 .W11 T."141Q. 11x. 24 GAGE GALVANIZED STEEL STORM PANEL 7;2-m/. �-: -T 2RAR4 V� &�2'j CATK--E,., a: SU-lD-S[I AIQC,M�� SHAzl- LE �M --X:-E 7/8" INTO T�.E CONCREL: St3CK UNI'L NCI LMgEDMEW. - -- - El- 0 - k% . � - . I . * 1; - 4 ----------- '- 1 - , � , � I E -IM, 1 /4' 0-20 SCITICA'S USED SHALL BE I 11 /2' LUNG mIm"A'-w -HC�I­D S1U^-CO ATO S-I,C.C:) 544AA EIC P MI I I - - - * -- - �i * - I .1 z , , Cc " % - 7 HL GLOBAL PROTECTION PRODUCTS, LLC. 1z/v,/,i - DOM � Exls�, ,Z�W " MINIMUM FOR Wkis vIrp Mc $TUCCO. .� v"()f" , J* I tL ,t.r ,% ItI, , ,�, ` 'k, � // . .fEC O;Ftnc �9*0 OV. .1 0.kLl =RE ASA STON­ Cp PR� 1 .1 - ZAST t;0VC7FTF- PANJS, SF-C�C -�R NM4) 3COY'DS BE --CJN,�� ON FHE B.3) iN CASE -HA7� -, - .1 -. � %�'- AZOR0 11`,�F �� 1;I. - - FML _rIN11 � rwwumm- m"., " FrS 1�1 11 z�.,.A 14-- --�-K I 17- Z-1.. ,�. 3�14 �6e.q r �" � Pk�W� j954Di59­7-4b, VAX; U,�4 - ii-214 EX31ING 'WALI., ANCHORS S��AIL B, LON� ENVOGH TO REACH Ttif MAIN STR'--C r- JR� BEHIND SUC-i �AWELS� " � .-** ...... ­ 'vkO J, ­ -- ­ 00 I'. .v - A (-I; to W� . ­ � I " , * -", ­- MA.MG §.� - � . " ANIHORA6Z SHAL, RE AS MEN710I N F 1) AND W 1�' . - , - m.'Imum 'JA *w-.­o, ­9 -06;�VN &A, "ER A. Fla,'4 ,794��i �1� P,F �. ; 4"47 , , 1 I - v 4 1, - i ]I - ­- , :- �1: 11,4111"ORS rICHCREJE A -- - I iEFE SCHIEDIPLIF 0111 SHE,­T5 9 -,NR'.IJGi, 10� I,4j,�, ' i3CPAWIRIN QLASS. �.O . � ,sit %-'�IEDULE " SHEET 3 IN 00MCF]l AW;HGRS (t�Ef` SCNZW�E Ol S�JF3�7!S: 1) 'FIRMCH u 7 INSTALLA 110N DETA[LS MR-REGULAR-EAN 'I,- EC1,) L-Q INTO, POURED CONCRETE OR Q( )KCREN-SLOCK STRUCTURES bull �CURM Z*vn�1113C -r4iu i3�01?,B POURED C`I)1K1'1RErE �-Ibbl ViNCRETFE ELOM r bf. coocw-,E SLVC4�. * . - REQUIRED : � z,, RMUIFIED� �, I 11 �1' Y�11 �11 . 1 :­ �� 1­1FJC!RE1E Aex;f"S ­ , ,,­­�I� 1 , , , ,�,//, SEE XHED ILE ON . �, . . � - .. � I ,�%;�I -It " �, E7j'ATWI FIGURE I 547-IS 9 THFGJ(;K �O) �� ­,��,' -- I ri�� )��,//, � 1 Q421�/- CONCRETE Oil /4 " - -,�,. I ', - fX -L,-, f� S 1­1 1 i.- , - � cohCAFTE RL�ijlk�­ -!,;j� , ­4-) , , i a a I f I 1,1�- ; � 1/�'L REQUIRED, � I � 3 t,14 O.C. r/' ' �/" L, �- ,�. r - 1, -,- I � ��5 ---- . M`�­ ==�=� MAX. ­­ COIJO.90f. ANC-�4005 - I �� ,� - ,I '.1", � �a­ I I. 7, �, I -­­­­­--- ­--r."' , -­ , ��/� ­ L0 1r , ­ - ?/' 1!1 1$�. 71, I � " : . j SFXET�� 9 WHO,G�', 10)." , , I i , ,, MHk � :�I� V/ ! �.` �",/ ; " E- � P : . ", I � j , �,� 11 � 11 ,�, � , :91"t. 1�,,.;�,,D,,'. : I 1 L ;',,�;!"� I " - - % "�,,',,r,',',,',1"� ',�4" � k , _,�­, �,_ , , , �_ , i �, - � , �­ ? , " � _,e �j ffiffi�11�1 ;, , I 1_ I-, I, Ill If I i I—. i/4 lo_,E&tl 4 = ­­ � - ... .-...--I , /�! I- I III - J -- 0 w1r, -­ ­*�. I m. ..", 19 "I , SEPARATION I , I IV_ � I " , ID ULX35'� Lam 4,m �m ma, . L-Ain %mm 7'-e) ' - Ut-LE I.,--- ­ ' , i I It � I �%*� . -11 (SE- ,CHE­ . - ----- -f PANEL LER61H ON F,­IET 3 I :� (�N� 57,'VEDULE It . i stt� i I_ EET 3� It � I -­ � L- -:---,ft-- �� - l r ­ , � .... .. �� ------ ­ - . I[ I) IF t . I . I � I 11 I 50% . � i OF 'L - i --( , l I k I 11 IYV�/ /X, . I Z�, I I -- ,;7 '� "�-�-��-�� V,Z/-' , ". ". i�-1,*.1w=. m . ',- � r" 1 � I .4 t/, �, �4',�/�,o i " ", . " I i ­1 L I E, ', 7 �I R, ��, I � �, =i ------- , IL� I 0 C ,� %- � I ­ ­­ .... ­1_1 � - , ;�, FASITINI: PDU,�Kgl '. nzrTr OR � 11 1 IV C -9 XREw - COM TIE OR r,� milla� I � 11, "' CC , INGRATE ELMIN 7-1­5,�, �,',.4' " r m 1� R --- I ­ -fz� � 1/4,-0 , g.s, WBI, w" wsr ,�x - A,-. " '. " v Mi., -0 42 1/r 0­1 rr 1,!�,5 - I � ��,, - � 1, ,, I I'll ­111) ,� �, I /,�, " I'll ­ -, , - ,­--i-F CCPICFEJET�J L-Exis-It' -IRED CON1,FEErE k'0qCR.-1E ANCHORS AAD40RI, OR CONCRETE I REQUJIFFECLI. mhooumsm til - . S S- 9 7i,dROLGH 1C) IZZE sct�EDUE ON (S� SCHEMOrE �-N I ,.:,Is I SHEETs 0 -HRC,U-.H 10) I . � BUILD-OL.MQUI41MG, WALL MQUNTM N I SECTION- 2 SCK�E �/S- �' SCALE 3/5,11 41 .� /V , �! / I I -- I E0 , I III � ­ "' - - - - - , �- I I 0 E I . . z� - �­ Jl, -� ! V-J) " , �, I . . . . . I k 0 ED....... : J ! � � .. 111 ,,, - - � � � rJl�',,' �, � jl,��'��,',�,' I ,�J,�,,�4 , ,�,tl,/"�­� � � 11 Y-41 1 : , - I I , � 'L . � ��. - �� 1­1L z ­ � � I I ,.( W.o, � Mi.. SES`ARAE,.0N � I I � F 1, S­ I F ARL-L LLNGII, 11 -0 --1 1 -- --I' �Qn3LTi - - � I - I' I I PFNEI LENUTH (SEE jCHF`EUjFr, 1191M .VHEDIJLE I �N stim X) .'!LEE r I ON SSH I 3 . ­ I � A --- r I—- C114 SHEET ill I `­- - 1-11 7­1­ I � . Q ! I I f 0,1SWE; I R � � , ".-3�1 I II �2 I O� - ,� MA�l - � 2 � -1, , "' 1',1�11 I .� f�/2� NMI I " . I ;I � I 11 �. -k b, � I I I 11- -,.-",;, I " I 0 -7 . I � � � ,� � � ,/;, ,; ,//�, , 7�,' P � � � r I � � I , ,� " �,'f�-­ L '. I 1 0e, � I t � � 141, --�V­- i CoMi IZTE AHCHQ�6 -If� Y/ W , � !I , � .- ON- R V, 'SEE sc-,-IEruu 11 ---L-L­­­� SH� A ii�ku­ ­, � . I I I 9)�ISTENG FOuRED C­'NCRETE "---oz . Cat�cizm -- - ­­ -3-�xx . I �,.WEW6,&`. 1?01 " ex-ri Tunm Wx � . - .. % . - (,.,�'ill`., .. 1i I - f"',,,'0_ , -, I ­- - - row S`Ek4 201- X� -11­111,K -- E,Dz . * M CIF 1­ . SCHEDULE ON ,r,,, , _ - ". . hu'l \ ,� f�,� �, AQ�4416L�-�,,-v , � � - *j- - ­­ - almIlION Of' 51,QTiAuan 'r TCP & b0'r,'OM MOU1,M.NGS CAN -',:� I %, , - I "I'S sI & I 01 il _, OF �, rEsTfmc cNalmunma =UFAN (SEE EC 0 1101TC. z SHE �j NtIY *A,' �O SLJ At,.�; It Z.WWW iwft�A, �� .11131 �- �� - n: ` COkiSINED , , 1111�� - -- � , � - . , a tPESTAILEA71ONr I � ­­��.�-- ­6140V­f�- "'14��, W, Z-1-aw-6 9 - �A�si ,Z! "iii ?, �. ;ki: ! N"ll, ' � ` , 4".-I" Uhdin,) LNib lNQ ,,,,rx-,L�- UFAEA PECURFr� S1`RI,K;T-v1R.1L �,, DEQUAICY O� �XsTxllx bOvC - - TC 7IRTIFED BY B, A 1,� BE ("I RECCSTEPED �ke KW14� Op. iiTTD- DRIOR YC S-lu-LETI L-ANO% PlIS-A ARCI I �--N I 111�i 1z MI I k4 1; S EIG ALL *010 ANCHORS - I ,SEE SCOZEDULE SREEI I 1) 'T 3 ON STILL A �,M,.-A g � � 1.47 .. ­.."', � J,ow -1 -- - INSTALLATIOR., DETAILS FOR.. REGULAR PANEL ,(J)l INIQ W.OoD � ­,,,�, ---�, ,,-,,-- � , /� "I I AMR11ATL -f:�; I I , I ,� 1, I . 'N " ". I, 7�77 '-',' ' ­---i,,1 �� I ..D:A'r4j / ;1 � � � , �f ) i, I �:, , '/­1----z---­ , I , � - , , , , , �h � I , � I ,:, , `,­ r' I r I I I , " 11 .1, ,." Ill ,­ . I � -Ew ­­ "I - ", I ­1", - r , �, I I ­1 ", , I � , "", . - - , A, / / 1� , L . . 11� : I " , " � 'LTTIP10- ­.h l r, f ­ I' Wl� --v AIICIWI� " , '=:-D At , '4' ,---L " � 'i , ,,,, 41-1,0�8 "'. , % , �/ �,,- , ... . , , I � �i , -11F�AJLL -,44 ISEE SCH�.']EAF.,. ON . , , � , --qlu- "��) SHEIT v) i !� E�I- - FO -, 1 , , �SLE SC % I / ­: - \ 7�� . ,­ ,�', � , ", i , ­ -1 ... i -, .,%, ­­�, , , , I . L" i 1, - , "' I I - , � , 1�11"11 "�, �, � , A ., , �/4' - 11 I r---J - �&" `P 1COC �LAVEP " I � v . -� - ­­- i , I I � . ­­ - RECU F-IEC I I I � , it VjGX, ANCHORS ,SFF ScAwLE 64- , � k , � 1-4- Fri' I 0 I I � � -10 1/**-v� ­I A- wv ! . I A _lM FAIII. - t f4z I LAX, . [I I"� qdDt T'e-� -1 - - 4--------PANEL Lvo,i;-.'�,l ,SCr W­&,FrU.F fS A Vu SE�IFTT 3;, ­� . � I I . I i -- 01 k1% r I . � .. ".,. [I , �� WAX. I . . t 0 12 1/2- 0,C, � I . I - - I I 1 I . . -;t - � I i � 21:I -I, ­­-­ ------------- L--- L- , - -7�- - - llcl-; W011D n "ZOVIR.CD 2x4, YWOD PL K REO,-j�fl AL - �TPIUWM,nlf " �i --- --- - - : � m =T L,nff, 4; - - I - Mai I I zvoli'm I� &67k 04 AIRE ONLY VALID FOR A.S.13, )LS� (;N I - I TOP & E0370ki MOUS'TINGS CAA 0' 'XIND LCIA-1S (r.s.f) AND PANIC- LENGTHS AS PER COMBINED 114 ,�JMY WAY TO SILIT ANV SCHEDULES CIN SHEET 3 INET,ALLAJIC11 I �'. FOR NF�Y, ,lj0CC ;,Fit,k7� 01-FIsTRUCTON- WOOD C-F C ,J1,EF � E6 -'E14BFRS to BE SC �RN` PINE NO 2, W1 SPE� I DENS[TIr OF O�55 OR SQLAJL� t IF I 1.1-_,� U.- If i I lff� I I, = � f ; SEIPARATE)k TO CLASS � , _�, 5CHEVULF 014 SHEET 3 � I 'I; � " . i 1 � ,,, ! .2i I . �:�I. �11 L I— V . ALTERREBT-A-W -I' Si'l4if SAS � A,f--f<,'R6 SCHELGLE ON F I I) I (it's 1. FAW110*411171IIII! . ; �!JJLDINO CODE. (Non Rior,,VetzrnLty Humicans Z,;irE - ­ 24 GAGE GALVANaED S7EEL STORM IPANEL 1 ", -1 - -- L­-!!tw-w OAM "'05' ' .OBAL PROTECTIO14 PRODUCTSt LLO, I r1*171 fil Z�1114 1 4w, SWI 51 �4= �� I - P�,�g I,M1)A"­4, ,�XY ' DI)M-SIS7 D��, F.� I - j - P"I -- 1 - - - . I - Q 1­1 . I ­ - ­ - - 6 i/4, cz- V, � �� W'11�1.100 011r, ­, ­. W,�% t/ w ��i� lu v4bt ON x I;z, or,% 2t.1 - m, . ­1 01111 a 1/�� 0� 1� " UA'A, (z�rr SCHFouv fill qi-m 3) FAMILL IF -%gill � N� Tkt;",-,1 FLORIDA, BUILDING COaL ��Hl -1. VafacIty j­jurr[car,& Zz?-ia " ...... 11 I ­ E ., � - )� ---- I -A! f IV= -M - 24, GAGE AiYAKEZED STEEL SMRM PANEL "I ­ k E,I*'- , 'ZI 1%, I , .1 - - L ", �� -- , ­ - - - GLOBAL PROTECTION PRODGM, ILLIC. - ! -S� lift!, i ' , 1­ - , I '- �IL E �CO �c ;AN; � - - I A� ., " :-%. - I I Z� I 11,11 �80F i��,. 5f!?Fw 11AVIL 1-1. 3.131, I -. . 1, , � - Mur ,"IWO or momiggkow ca.rmy, -..-. �� ", � R .�,& _71 - ;S4�.)ft5r. I' lHP 619, �FtHr,� (0D4_%2 , eAK 11-214 W'Avs, -, I, - - . ­ft, a', w ­ "Ar I . I—— I ­w ­ MAW ft. Fa-0.10670 I'S YN�_ 4- T41 �Z -'!.,, f�-n - - . � a2s 1 m N-01 � - . , i, - . I - - Shw, 7 af 11 GULARR, UFE SAFETY & E-Z HANG STORM PA , (s"A,z v,­I­� I11 I'll I � 11 -­-­­­­­----- -­ ­ --- --- � ­ ­ � . ln�125" jfll�,��, ALTA, ­ - , --­1,'b7`----­ I 1IW,SCO- (EFF--CTVr, #.0r4d)---­-­--­­,­ ­ - � � 1193" � ­­ _7 -L I I ------ -_-_7---­, 'a 1/�" �T'R) ­ ­­­ I , tjil'4, i - .7,;a­ - '11s�`Ilt 1�1011-14��`C"fzcl C i . � i 31,11 j f i0 -NGL� 0 & I/4� I I , Fla., -,t2��L ­ � I 1 -1148 K FiEm:RSEO) I I : 1.2k.- 6' / \ I - - I -V,-- .... .. - j - OR 0 t2 li2` qx. �k - , ,�, -,- ; I v FI.'ii I ­3 , ­ I - iw" � U I , �­,,cx 11 , .)ILY' AMY I �Etcb­� '\, �111 I I I I . , -,,- " � I I-- r I / -,. '. -, I , I ! 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UyRi - - F DETAIL A' - ' i -1 .- L. - . . . - .375 ,7,fp I _1 -1 � 1 -2-.. --- - imc - ) (J) STORM PANE L­j.55o,­- , ------j j f , �� C j TYP. ki III A65S I i ,01 �, I OAA I , � - C'.A&I 'Aiwle: NO UNW;M I " --- 1, - ""I, 4 - � - D I D-6c 1�Al � . wvmt, A 1 ­1-,5' 1 - - - ­ 0 � - I- 1 2,3187" - -1­ ­ I--,- 11 1� "i) "tC HEADE " ' 'f " TRACK - (4) ANGLE WITH STUD I-,' �>'­� -� �-/, �� I 11 " 1-M.Lv ZP0 UP ,� I , - ­ I ­ 11 I ---DP TOP =E "" or PANu O/ HEMIE ` i , I fi.024, "I&I) " -, ,,,�,� L 1�1� 1-� -- j 3, . f - ,GAIVANVIO STEEL , a z1o, I ,� I- I-" -­fj.. 1, .Ils' "I ,­ ­Z4� - � - - rrl- I - EL �, -* ,��,'. � " �� . - "I . ,��'. I " � � I // , , , - / /111� , / ,. 11 � i , �� ­;�q - f t . , .1 :2 � 1-�� , / , . I , , �, , - �,,,., ,`��,� t­,� 11 --- , / , 11 -�zl -- %33-� 0��!70' f I � , . �,�­ ­f " T,!iFC �L�- ------ - ­ , � , �', . ..... - ­­�iIN' 51, T, � i, � I 0 25�1'� 6­8 ­- & a-1-1,,"A ----- �� . 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MI—— N FIRFUSURE RATINC - ,�,,,,-,_.�, &, 4?jOOT) CONORFIf 1ICNS t iNSIALLA , L+ L- ta ,4'-4- � �- ­_,­�­ 2-10 1,IE, -10" __L I Ir 7" ---- I M.0 ­ � r 1-61 . ­-L.­ To�/, ------ Ala --- � �G� to' - 9'-i?, - 400 ----I- I 1 v-6r g�;>' -- 4,10 -- - , I" 5'-f­ - w­', , - -;ilo-- - �"` -- - - --6,- &�,;r,L W-2' --- 5� I) " 1 - lq�Jl I"- ------. 71-1- ­ ­­ I 11 ano - I � 6*-91 !I- ---.--- 7�-61 ­ ­­­- flill a El"t--l" M10 "I ­�6.- ----"-- ----- -- 6 "---- - &�V ", --- ­- ---I 2�-!� - �1­51 I -- ---;7i� - -- - � - ,- 7'-V' ,- -----. I --­n- �1­ 61- $ ?" � 2'. -- -e_-11 I 6 - ---,- . "AD 1-o� -- 61 -11 ------ MO -­-­ 6,-q, --- 11 -, '. - �- ­­ 05-0 r - ii� 7" "-,----- ---- Fato . -- ­-­ _ ­", __�'-111. ­­ 6,-�, -�-i - M�W ­---- 6,-,, ­ 5--. --,---- ­ - - 51 ­ ­ -LY52- -, -- ­ I - - � ---- 41- Io � ­­­qO ,;-7j=j I - .i.-a- 2'L:--1Jo;-- 1 MAXVITM IWFEI LE M,1H i i�') y - - MINIMUM SURARA11ON To (DAiS SCHFOULL IUMAIE AING ifita 1� 175 .P�h - ­­ WRI441L OU MET, � "15 .��.b � 1-----­-- UWRI. SIRMNLII RkY1R,1CSL0 . UNRZ4,TRAINED R'45TE1,14111-W - w CA LESS . " I '. 0 � /4:' , 11 3 TO ED -�-­ ­­ "I ---­­­ . I . -- 7 1/2- P I/:?.. - - ,F ----- >9 to i,l�i -- --------.-----­ ". 1� I 1/2- I 1 /11 - I �,I,qv, To Ica. -`1­�--­----­I- -- -- � ,, "I, - � 1/4 MINIMUM PANIF1 ILF:NC.TI4 Al FOR A GIVEN MOUNTING CONDITION, TOP - UIPL.0' I . h � 1'. I.F111di.5 511.11) * . 'F � EwIll :mff - I IFLAC9 ANGAI: ELAW-1)" If' 14ACK :B�00:m �Top BOTTOM . MOUNT - hi.EIA.R HEALER MADE ONALIK _, 10c- 1­fvql,1­S =2�Fft � - LARECT' MOUNT 46' ", ,� sz,i, ��. SO, - - 591 - " --- Lsw,51 STUD MIMI[, ---- m, - 6.1�' - , I.. 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N.T-S. 1 ,4 III � - - 2m­ - wt, Gk��R-Ap t mdul ',-­F.,',' 1 I � ... , I -- --- I I. , L Z� ", I � !:ct! -, . -, -- I q - --- - - .., ­V=l --- - --- .-------- 12N II-Q, , I . ��Iy i f z - =N I I I e �, I I -I �,11111t'11'1�i-----------?- i4­ ", I I Ii4"", I �­­,, \--/ \--/ � It", "'All I � � 1 i ,­, -, , " .- ­% - SECTION A -A kl) k,-,/ 1 W,7,1� . . . - -I.-.---.- N=5� �'I ) !­+� I�AMMIJU At VfMbl FM�1 -ENG�Jil FOR A GIVEN POMLIM ,��S.P rk5m LPM. I-i VA)L ALLMAELE R.Aw.t LZAGId FOO A FINE" NuAlw, AS11.1. Gufl;w UIIAOI , E) �ROCFCU.I'r Tn i>IDF,RmNf, UAVILAUM PANEL I-Eflmk , � GIVEN A -r)OE�JNE A, ,D Df�104 LQX,�. OETrimm lwivuo PAN't, uwwff L., fRoM S;Atbuji �s ale1w A NEGIV W �0) MS.�,N 11,�Af, DEIEFE&Ift: MAXIMUM PANEL LENGTE', 't -' FROM Sf4HfFLI f.. '. LE4041 IS M111L 70 THE ,WM , 1H LIM M,4XUJM �Lb'*Al PAAF� L9 DEIFA�ll 4�OM HUNC W, B'7FEN 1 +" AM� 'I -' . ,3) -qf,F SCHELbLE REIJAI FCR UV� PANE, CWGIFf FOA FORGSfy QjAlIFICAIVY4. - m- W!,TAL!A7,E1N$ WO %=D , AFT LIMIT0 )O . M P­V. MAX &S.D- DE�O`l FFESSVRE RATING - � . ,,,off"AA", 01, �, TILLIt", - . . . /�� ...... � .­­Il� . FLORIDA BUILDING CODE (Non High Yebacity Hwrr�vctne Zora , '740- ..-"�p'...0 - � % ,. . � , .... , , I I . 0201, fe.111ra 11,01 24 GAGE GALVANIZED STEEL STORM PANEL .�V, .4� m014 liv%,. 4 i. � W 4,41 W � I 1 . . 12,;., *1, GLOBAL, . PROTECTION PRODUCTS, LLC, 41IIS11 5.4- 51 slt�, It/db/tu ,A,F, �e � i . ­­ 'k i , t. * 1-1. I- ,. . '4./ � I x fr "k I � -F i Z ILIEC0.1rotc,i\ . . . T��&Sy Euo,w"mw ,*4pomr % II I .4 � / , ��� I.. - �-$ 13, m1e, f1w. - M4 %. I le - "".­ , . � - -, mt ­ 0 �'* , d v - 1, T 0- Woi ­ J�W 0 � A�k M�. VA�M% A �Wl - z (ItAl 1`1- Wo I - A 1:24 all- 'af fv-wa.7m -wfA A Nvr *, � .r., r"r, -­­ - I ­­ �W,fl ,*�Alcm-�.O. `)Ut Eq,.4)ek,9-rC!S . 0 11-2T4 D94UG ­ -.1 - -, -- I - - --z-%mmt1xT0w, ­ =W:!�. I I - . ,�� I - - ­7-4-- [ - S bEa 3 01 19 J "" INSIALLATION DETAIL5- FOR REGULAR EAMELI 1) -"- " -- .-,- INTO WOOD STRUCTURES. 21 -- ­­ - , � , .. I � , 11 . �� � � � I I t�t , I , '. � � , - -- � I . ..... �:;� WOOD ANCNORS I " � q�.,. -(� - r-' ; � . ,:, / EE SCH�7DLILE ON � , . � 11 I 1:. ; �1. , " SHEET 11) , :, . � � � � - ,- ELLI� , . 1 F7 I [F-1�1-"'- I " , - ' -� , "' . - .. ­ /: , i, 11 11.1 . I ­ J/�1�1 � .1, 7. � � -02 �� " I '. - !, I � ,/A" � !�z , pf2- il , , . .1 � Im ­I - , , �,, � - -, - ­­-­-­--- I 1, I 1 I . I I L, Mi,� 1i -- �,Ci ) SEMPA110H 1 1� -1 1 , mm. To GE"w -1 I PANEL LEN01H , ( SM SCHEDUL I (S,-� i�01�01DULF ON SHEET 3 � ! I ON OlitEr 3) OF 'L' I . - wl - 4 , Ox. a I., 1/, I I "; 2"NA" WOOD ,\)­�-�-' V q --"1*-1 - ­- -.7- ANCHORS \� - Mtn IV,? STUD I . I ' � " "I""; ' 'I; 'SEE SOHO T`�EATE RECFUlRff \ 1� I �', I � � 1, � I, � UILE ON � � .r_, I � �1� SHMY it) �', - 'I I - - r \\1 I �,..� . 11 .IJ , U \ 4 � . ,�\ ----! I ­. I.- � , -- . r . WALL MOUKTIN ALTERNATIVE 1W I StAi-E 3/8=1� I . OWES. xam-T-Q11,1aaffim �­ �QQN51 1. INSIALLAIKEN ART! ONLY VA14 FOR A5.1), DCSIGN 7GIP & WTTOM kJOUNTINGS CAN h,@T: WIND LOADS (p.a.t) MID PANEL LEkIOTI-j$ AS PER - COM81NED IN A.kIY IJAY TO 5Ljjr ANY -DULES ' IEET 3 . SCHE ,0,11-4 T1 N, 1­ F 0 R NEW 4000 FRUiE CONSTRUOMOI Y,­��, m0*11ERS TO HE SOUT1,11HERN PINE No 2, W/ SPEI,IFIC INSTALLA 0 DETESal OF 0.55 OR EKJUAL� , ` vv,:�IOD AzWH0i4,a (SEE SCIFILMILE ON -Hu'i 1 1) . - , � k- --- - - -I? 11 MI,. EX 0 'I'MICN - `UiW C-L.Z;" 1,�!;'A� -O afi­'-� h-TE s-,FtEGuEz 11 ON Swur a I -,- I r : - T . L­ 7 i LQ " m - " * a t/�,' o.a. VIVO, '. . - I -1 ), 2 FI w i i '' - ----i i � ��k I I GI I J-1 I I I I I I i I ! i i i ; ! ­01 i ! � i I � I � 1; . I b,A X, 1 : I PANEL LiNIGI iA � i - -�ECULE �Su­ t ­ -1 ­­j ---T-,- I I . I I 414 SHEET S) I I . i 1 I I --�,] f, I i i I If I I ,r --- I � -) . L 11 k -0 j . I I / it., / k I :�, ! ig- I L I I " I k . C ­ -- ­ -'r ­­­J I - . . � j/4 ON2 1/2! EILIV VANL"INIE FEMALE ID W/ 1/4"t - 20 S,-,, , . RO TRUS -OV -S HEAD, , MACHLN� SORE,IMS & 7/8' NEO'l WASHERS a 6 1,14, CEC� . 2 X4, WOVE) � - - IR PLATE FECIJt M WALL,40-011U / D[RECT MOUNT ALTERNATIVE 2W . SCAJ.f� 3/8�1- .,o,JA0"­.,�­ . , �, lit la , 7Z,�� r, ��­��­, FLOR0A BUILDING CODE �Nom High Ve�oclfy Hurricama Zone --m / kwks*,:�,'Iep . " A I ox"I a= wrl 24 WE GALVARIZED STEEL STORV PAR.' r- 01-2: %%-M or. � �­,` - ��W-44 /1--rr : 2,Wl 1 ` - 'W", I'll, -1--�- .---, � GLOBAL PROTECTION PRO -DUCTS, LLC. / CAT'i' � * I i k � � tu? It, 1 11LIECOLI 41= 9,'&� D, SIAW . , *W, H a _ . ij�F' � � .1 : � � . mt�'f FIMWIwo A EA=�-Ifftw cn"F�xy 'IM14 -4 . O�,%f� Ir��,fa.�7BA5,� Fhk R "M'�--M7�7 - 1-1 -111,1;11o;11 "V= ,, I 2 , -214 1�1001ftl, "" -. , �� 4- F f1l" cf!�w - 4&1"110"�� ,rZ­ZW37fQ -� , I 1. ­ - ,It" '. �: ­7�!A. 11"L -�.�­, - P1111 I I - I Ucr.r . 01 1. 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I - I` '4 I � N& 441 o mx,m, XXT, I 24 aAqfE L GALVANIZED STEEL STGARilf PANEL 11 - A-011z;` MWIN 01. * [_ - I I � , I It- � I �­­ IT -1 � — GLOBAL PROTECTION PRODUCTS, LLC. — X/00/lf 1 ______ - y..." � I - .-`� I - � �� I 11 - ''� � Z��� x,,wr rNyw. I shiniUmm apWANA' -O T t, I,- mm -'L. 'WI4 , __2�1__ 1 1 -21 11 � 14- " -1 ,,,�, � ­ L'O - .� - � , , '21r=V. � , ve , , " �;_&Viil ,,tmi,y, (934.12m­�C�6� m,; O!'.417-t-al" I * XJOR�',�-11, _'%Zff4V I't . M�,?L� A, `7 1` _ !'a ' #�'L �� I Wlm� �P_1111 i �1�111' _`�il�1111_ ..".. ,A .1 A. I, "'0i ig �.O,� P�,LIIILW I - ­L�KY_1'1� u;::Hoi� 0 g�6�`,-,_ ­ , , 4�4;�: " j cdmml��_iE OR C.CNICREI-E SLOC� , . rr_Q�AKTO, ��`�J",,��" �,.,l I `J,'�,,;,,,: `,,' � , �, "�, ��. �`�111 , ',o',P,�/;� ,�-, ,,,� . I � , , 0 j 1 - , E--­� I � 1-1 ! 1 "", � I 4/4' I - x 1-11 _,, MIA . I . , ,;�,�, .__ I ',�_,,,� � I'. � p I' 5.* , " " � I I I - - , I . � I ��,,, �1�11.�,�, 5:;,: �4L i 1 � : i ­01) I A , mea. k i A-SIFFMA1011- - I 0 TO CAASS. I �__ -- 1,'41 11�-�'�t,tt'�"p U__ II g.s. ,� _ �,_ e:­ ", " IT—­ AT li O,tRLA� 11 " J�lsfljj§ji , �, SL11155 I f I I I . / I I I 7­111 1­ __ __ I I [I I L I A � wL., ,I kAx. r,--- �w__I��A, - N , 11 - � 7 - .. V � ' RkNEL LEN0, 1��_� 11"I�11111'_, 1_ ON SHEET 12) , j.__J_ 111 It _ _ � � I,-,-"--. , ,-- � _�,__l , �, 4 . _____1 R . ___1 I . 1, ''I . .. ... I .1 :` � I I ! i 1 ,-,-,i � 4 ;!��,� ,� ;� :� i I - � i "' A FXIVIIIN.C� POLIAL'Ol ; WrICSCTE OR ; i __ C41WRET Kacmi� �, 106 �1­1­', (-ECUIREIDI �/�.,%� , 'y ... I . A 7 O�,­) I � <i �, A � L___AL __ - - . I �%, I , , " � , �­, . SECTION A-18 , ip��p �,Aimcl.f,iwl: ol---i 41�'k-+IR (mvolko) 0, LIFE SAFETY PANEL WALL MOUII � SCkLE 6/11=" � . 10-CR & rj_j'r-_ I FLORIDA BUILDING CODE (Non Hr9h_ Volocilly HLr"fCCA9 ZCI)e .tO,,'&�'LIO�,:;:-;�..��.,-4;;��i� 7 '. vw-Al %-?-t � kt .. IT1111 IRIMA Ile, 24 GAGE GALVANIZED STEEL STORM ?A%LL ]A OOLLI - . J % . -, !Pq I _IyAo4 3v., , — PROTECTION PRO GLOBAL DUCTS, LLIC. '2"wilt >I,. *f -��,�� ", -, " . � *­ I I I ) ef - �; " 1-1 ' * �� 'AT . 4*01F_� ,, I` , / 111 ECOme _11_11nDr_Ffyv11ivk__� I Ii �,I`wl 151 eA11.0, miz, IL IM314 . — ot � W, -, A, I 1� ,:;� �� , " 4 11 - K_­T'410�-­, �, 0AINEIRWI CohWAA?v �A m e - xelt, " ."w ��­ . ,a- � - ;-, � i.15" � � ,Rll, 0.0 .. 1-1 fe-.1114967to ,� A,111�iFR A- _4 - ­4 1�1`1 ��--_ I - pl­ 10�)CAR_nlAil ;A�l vt`0�4_��`47 - 111-214 I'VAIA, I-. , __ "' ' L _"' .1 _. _. , . , �, -,e0wj0AAi7 -- -?�O&g , i I 1 . � � _�­­ � - " - I - , � ­ - - � � I � 1 - - �8rl 1� OF !a ->Ez11 EZI/la, I W/ t a I , .. __­_1_1­.__­­_­­___ ANCHORS ­­­_1111­_­______ ____.._____ i- --�ZE- SE,mm �Z�l �§ ,mEJAw!"vf, A7vfi ON sI As), , , i � V�.. _!3, mqx 01.1 1, " Iff" 'S N,0TR �, i r, 49"' EY lw-r� ,L' I, L311 ,v@ r( �,_, i � I ; I T 2 �­_ R �t � i � 414EL i . .1-.-,,,"--]--,.-[�,,�,,,,I.-,Iltl�.'-.-�LIL..,I�,-.il",-,Ldc,�T""-'�5�' ';� � _r-`I-7 ' I- . . - __ - � �F V`% N i I '[ 7__'f_'7_' 1-1 IF - � ' 10 � i � . WiAx� ,11I R FANEL) 11 �i7m.) v4fim) , � I � I : -3cc N01-1-13 Z 31 -� I I ql_�,, � I i I �� 44-, , �� VAX, I � I � � 1 1 I PATIZL, IES�ZIH , � 0 .,/- 'a "' A �,_ , " __ � __ I i 11 , � � i - - I Tt"I I— - �_� 111-IL, I- pe�NI , , LFED , jkl/ 1/4$_201�141 � � -RQ � I I i: SS, 3-110S wAt iD El', CN,-RAF ! : i, SECIRDN� AS APPNIICAALE� I i �Scic � * i I 1 . - h 3 � - , � A , 1 ,j[ I I j _Lu EOZ I i I I �f 7L, 1 1 -1 ..rF _K1 .11 1. � 11 I MAX I I , ­ � � I , I I q , � , i , , I I I - . L , � I � _1 - I -I[- L�_ �] , - I _ � +_1 I - �T-]--t , l I I � I. .� _j_l_Li__J_iJ1LL_mf_1_� _L i _j -11 _ . J � � I Z-_tl, �kOlidn L11 � AL�LNNAIJ� 1AIN UN -btiU,i !C,) EZI/I 8, . . � 1-101ulitl - TYPI144CAL ELEVATIOU FOR SERIES 2000 .g,-,Z HANG S1QRM_EANEL_(_f�_SYSTEM M ­� " , J­� ., - � � l; * JAST P01ULCD 10 -,Ir lNSTAU,FTIe AT r,AC,1 OPENINg S;.ALI 1ALWAY'S BE I PROVIDED IV R�R HANDLE TO FACILA"AfE NSTA"TION W iNTENDEU) TO BE INSTALLED VROM WSIDE OF SIRUCTURE, . I F 600� . M. 'M I`A`NIE� SI(STOA `Tj I � -7 e`R'LAG ' � "IR ig5"iPIIN-%ffc,E-BHC'A'Ni-,i,-tM�c&7�c"ntE I RACKS TOP & 90�1`0'M. 1 (2). THO PAN.�_S SHALL .AL,or BE 00e,NF.CIt-_0 To 21�11­11`OM Tl`,V�K O'HER-4151 A STICIP SRAIL OF PROADED X- TOP OF SUCH PANELS� I I . . I I L,31� � NNEC-lb TO RIOTTOM fe�'ACK, CO&NEC710N I F 00 PANI ARE' CO SKALL 00t,J915,11" Of 1/*'o-200/4' M,S, W/ T/SW3/32' WING SUR ON 1 /4-'00/4" l _F41.1 "1SCi INTO 7APP,-_0 BOTPQ%i Tw,aI u&ATico OF FAS'l[EINIERS MAY &E AT ENTHER 07 WO FXT�PIOR FLAT IFLANCES OF PNO RILANEI� (1,� l, CASE 7IIIAT END PAkE,S ARE: ke)V CONNIECIED ID b0f�DM iRACK (i­ A 310P EIAFL IS ONLY USrl) A� 7rP) At LLAST RVC PAwLs Sf;ALL ii�, Col'INEQ,fro To EiFMTOVI TRACK USING SPECIS INII ON NOT: (:�) A13DVE IN SUC '"I CA5E, CaNKECTION OF PANELSS TO BOTTOM TRAC'K WAY OCCUR Al ANY PANEL 1_11CATION , -1 I t INSw,LI,mIDNS ONLY VALID r0R I EASIC WINI) SPEEDS rip TO 1,75 I vip.h_ I 1-:`1 SECTION A -A SCALEE� 3/32`=:I` ft,,"_�,,,� grof *5� A kT;11__ �ALAI_100_-_ ,",­­ b, _�. FLORIDA BUILDING CODE (Non' High Velocity 14'affri,ana ZQnq - - I _'11 e %�wKirw%,:? �� I .2111� F&RA:41, .141, - _gt'111Y, 24 GAGE GALVANIZE6 STEEL 51ORM PANEL . Ir I "I 40. 141,67 � 11 __ _� 14,"N �; x ... *. 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T _­%�, !�Z/,), -L� .01`,'�S�.� �-h�l r *_­_ 1197�, FLORIDA BUILDING CODE (Non Wigh Iii Ravricane Z,L,lA6 , �� '. V_ ­-, .. -�� - I 1 % t .2C,l MIrro. ,r,C 24 GAGE GALVANIZED STEEL. STOR4 PANEL 17 Ro-, lAa a"m M I No. 44167 '-� I - GLOBAL PROTECTION PRODUCTS. LLC. "" LAIC. .. - -Z * *I ­_e­ * _� , �: .. .- i- I — [-I-- 11LIEC0,MC. \ t __ 'Q: , , I A/ � 1�0 5 W, 11 slgp�l - 11--214 -0 ..- I _Ap`*' 1, - + . � .�IIE F1, 1�miq - 'FilFr-resnNo & ENGINEERIOr F:;�P�ly .- .. .., I.. �. _. _. _­� 'l n.. _. r­w ,?­.�,, - � ".,) ­­J, ;.- 0006111 _. Fe A, '141V ,�. P f, ­11- I'll 9 ,',,.I L L 4L"%...'��IJRIIO� * , "' ," �, - _�_ ­ ...... 11 I .­.�E �­)�G � h4h!, FA; AiIWA��- %79� wh AQ F,,; , 1- 1� %­ I,,,. . �� . . 11 . ­# e I I - A flb � I I I I- -1 "A.- . 1 � _11. it, -, - . I Q z � < Q O� 0 L) () _j . . _j _j _j _j � � I I —) co L_ E:1 E:1 E:1 -------- j . (-) 0� z w 0: �— F__ U) 0 1.1.1 > w LLJ :D 0 ::) Uj (f) Li cr 0� = �— (f) I m (D U) 0 0 w (D _j Z _j _j < z w _j , 0 w 0 z j �__ g a: ::) ::) U) LIJ 0 CK m w < z 0 0 00 z 2 ( W k-J 0 0 _j 0 —9 0 N::) On X "�T CN F__ LLI D- :2 00 0 z - = Qf )_ i a- Z 0 ,� < 0 Z� _j z .._1�111 UU - ISSUE DATE AUGUST2008 REVISION DATE 3-7-2012 SHEET 0 I APPROVAL I WAI.-PER A�TIIAAT.. JR., P1, REPORT NO.: DATE: /i - IF-E I E (z.: INC. : 1:1 m. ­ __. TILLIT TESTING & ENGINEERING COMPANY ___ PRODUCT EVALUATION REPORT 11-1208,07 Deciembei,08,2011 PRODUCT CATEGORY: Hurricane Shutters PRODIX.7 S1111-CATE, GORY. Storm Panels PRODUCT NAME: GPP Fabittic'Shutter-Sedes 2000 NIANUFACTIJRER. Global Protection Products, LLC 4800 S.W. 51 Street Davie, Florida 33 314 fijtCCiFl6g,,',;10LCii F1 Pi i,wm,*:N'u 441t7 i,L � I EU,Lwal�cNc (Wil I - PURPOSE OF E VALUATION: ']'his is -a Product Evaluation Relx)rt issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to Global Protection Products, LLC., manufacturer, based on Rule Chapter No- 913-72.070, Method I d of the Statc of Florida Product Appri Department ur Community Affairs -Florida Building Commission. This product is being issued an Fwduatlon Report as described hereir4 and has been i verified for compliatice in accordance vvith the'220I 0 edition of the Florida Building Cil and to verify that the pro,duct is for the Purpose intended at. least equivalent to that reCIL6red by the Code. This Product I"Vilhiation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations mid conditions, 2. EVIDENCE SUBMITTED: 2.1. PRODIji EVAIATATION DOC U MLN,j' (P.E.D.); Drawing No. I 1 -212, titled ­GPP Fabric Shutter -Series 2000", sheets I thru IS of 1 5 10 prepared by 'I"ifteco, Inc.; signed and sealed by Walter A.Tillit, it 40 . . ty, ]k , ".o. - I This drawing is an. integral p,u.l of this Evaluation Report. it jit 0( I Lit. .. Z/ 2/91201 1. i..,.� . ..... ,,I,. - It. k .. EN . C/1 I& IIII .. * Z ii ;� 11 .. \V-\Z .�? % I . it I . . ' _____:, Njo.-,44-14&7--- A., I .: _:� __=. I . ­­ -._,_­­__.,_ ! IIA" -'W '� , I - 1- I . . 1%, I , ... j I ..., - � . . . I ... ,,... - A i I I L , " " ."il , lipo 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fax� (305) 874-1531 PRODUCT E All I 11 N REPORT NQ� 11-120S.07 2 2.2. TESTREPORTS: Large missile impact load tests were performed under ASTM h- 1 896 and ASTNI E- 191)6 stamlards as per section 1609.1.2 ofibe Florida Building, Code. Uniform .static loads as per Section 1715.5.3, per ASTM F-330. Test reports prepared by American, Tes-fing Lab Of South Florida, reporr No. 09(.0,01-09, dated 02,'17/10, witnI sig,ried and sealed by F.dinundo Largialespaida, V.[,,. 'fensile test report No. 9lM-865J9KN1A 1217 by QC Metallurgical, Inc., dated November � i 30, 2009, signed and .sealed by Frank (irate, P.F. � Fire Test Refx)rt No. 95138.01-106-18 by Architectural Testing Inc, dated 10/15/09, signed and sealed bv Jose -ph A. Reed, P.E. 13. STRUcTuRA1, ENGINEERING CALCULATIONS: Oij (iPP Fabric `%'huncr-Serjes 2000 for maximurn panel length vs- design wind load, as well as maximum anchor spacing vs. design wind load and paned length based on rational and cornparafive analysis, and in accordance with section 1604 of the Florida Building � i Code. Calculations prepared by Tilteco, lnc.� dated 09103/09, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Floritha Building Code, its per ASTM E-1996 corresponding to missile type D (basic protel 4. WIND LOADS RESISTANCE: , GPP Fabric Shutter-Scries 2000 has been verified tosustain wind pressures. Mia-x-lmurri panel length shall be as indicated on sheet 13 of 15 of Product Evaluation Document L (P.E.D.), drawin tal _P- No� 11 -212. Maximurn Anchor Spacing shall be as indicated on sheets I 1 14 and 15 of 15, of Product Evaluation Micument ('P.E1.D,), drawing No. 11-212. GPP les 2000 has been verified for code, compliance to work as a tion- porous storm shatter assembly, as per section 3.2.8 of ASTM E-I 996. 5. INSTALLATION; Installation shall be performed strictly in accordance with details indicated on shocts 4 thru, 12 of 15, ol'Producii Evaluation Document (P.E.D,), drawiiig No, 11-21 2- Minimurn , separation to glass shall be as indicated on sheet 13 of 15, of Product E.valuation Document (P-E-D), drawing No. I I-2] 2- 111111"llf.filf",iii lilt V�i A r - , / -- � , It 014�\v .� .......... Z'i - - .. � -_ . 441 ... �A E - V -_ , . IV , § - e*,% �$3 . ' 1. 1�,,",­—AR. -. 44.1 6-?-t -1.1-, -1 4 _# ­ I � . - ­­­-, -1 - - . I *1 . %110. I — , ! * . � STA I*A ,t ' - I �. !� ,!P t 1, �, ,,�­ .."'U'R10'. 0 ".-I..., '!01Vtiii L 0 VR0DtJC'FEVA1,tjAtFIQN REPORI'NO. III-1208.07 3 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance vvith General Notes and Components indicated on sheet's 1, 2 and 3 of I 5, of Product Evaluation Document kP.E,D.), drawing No. I I -2 1 2. Anchor specifications shall be. as indicated on sheets 2, 14 and 15 of 15, of Product EVALI[dtilbn Document (P.E.D.). drawing No.. 11 -21 2. � 7. LIMITATIONS AND CONDIT IONS OF USE: 7.1 � Shall be strictly in compliance with General Notes 'No. 1, 5 thru 12, indicated on sheet I of 15 of Product Evaluation Document (P.E.D.), dra--tving No. 11-212preparM by Tilleco, Inc. and signed and sealed by Walter A- Tillit, Jr., P.E. 72. Product shall not be installed within HI(__iH VELOCITY HURRICANE ZONES as &-finied on section 162i of the Floyida Building Code. i 7.3. Product shall only be inNLalled Into poured concrete,, grout filled c,oncrete block, " � hollow concrete block, steel and -%vood frame saructures, Product Evaluation Rcport prepared by Walter A. Tillit, Jr., P.E. (Florida LiccuLsic No. 44167)� President of Tiltl Inic. (Florida E13-0006719). 'j- ­11, 0 "�., $jj#s��i A, rIZZ , __ .- _ III .........., / -, .. 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DIP FABRIC �HLRIUIN - �ii­:Rltlli 2=� SHUM ON MIS PRODUC1 LvALLAHO?i INX'Llml�:M i ­t.A, ­.m It- ILO FOR COMPLItitit -IC' 'Viltl It -I iwi (P_ s ULE 'All 40E 11,1 AMINLW - ­iE 201a &�'i'.ti Ili THE F i BtUii i I'IiJS PROUUM LO FlOf 13L- INSIN]i �'� Hift, '�, 19001i �;,,�Y ALSO PC RASTALLM lif"R.I�ONjAfl.-f �CA i_fjT4I'f'i tHS)ILL1:111C,111 0111"i -, _)N5 A, ,- _% �il ('IN S:I,:�'.111 �, , D. F., F & V* 1*1 S11111-iS , 1141AI 8.. .� /5 2 -it'. ­t­ _ ,�, __ A , r � . I'll � ir� � I #� . . I " , ell .1A t 4j �. ��V� I"') I i ' I . I 2' ' ----,-I " i, - 4=12: _6 ­1 ---. I I " I - , � ,:� I ___,________ I I - ­­,�­ � ­­­ �11 I I i_�O ,� ii� - V� t,' , � 1,­1,­ ,t� �11­ Ili � -1 I 1 ? I ) ", �', �. .� - �, �'n 11, , - " I I .j ,'�_ � � ___r____ 1 _� . ­ - - ­- ,� _4 __ --=k : 4- __ I I ! tt. I i ----------- I - I i . � -t , --t� ­ , �; � I , - 11 � . r-, � �:,­ i I I I I ,� , I 1, M , �, , __! , 2� -_ , " 4- I �, . ­ - , 0 . . -1.1 , � �, �.,ll - �,_ ",a, �; � 1111, 11 I t­ '17'_ -,,,,,- - I.-- ,- , ., : . - , % �1, .I. -.1 --I- I, --,,,��,,,, .-A1,411. VELOCII ' HURRIC -. Mi (MIA'Al -) " IANE -OADIF / OROWAREI COUNHH, , - 6 fl­l% :4tODDLI �FOLL �i CNO' IVI'A,'�i 61101 A fir-11fili XARl IS *Si 1) AND . ' - - � -­1H,-IL ` I r� � i I . I i I � � : � � i ! 1� - . I - �, I QVfll."1111 ii . - � ,. 1, � � , . . - �­-, � I ____ 1­1 �­4­__ I ! , � I_ - ,.,& : -- "t, I I . � _. " � 1� , , , I)FSKIIN MID WADS SKII.I. BE DETERMINE U ivs f1i 5XI10M 161�� Kl� IHI 1i NiIi,d0i �',D_,: SHALL bE INN'')i RI-tniiii ;,iI O'. I0. SE: CUIDi-DONS' A,4t OVER' FABR",* EIE 'OR A MIND 5*1"�O AS TAE0111WO Ii IHF.�. 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I "W.,p,eJ,,.M, 2,-.bNd,I1.1I tl,4"�,.,.M.o�i,i,,"ft",&",,I�IIP��,M.t6-�,.,I __ - � ____ aam ORIE3,q 1. ­ - I . __!_1,1_' �1___ 41,12, -7- __ ---"---- _'Wa�__ '_ -i 4 W 1 a 142, a - Z� - 314,Ee - �lk'Fv_ 1. 5 112 I ______ - '-"'-'- ell AEA 61p,a 1 0, I', D ,a, I— __ Il, __ ____ - 11 "-- : --- 9 I C, 1�2 4 _­; ___ ___ , - 12,- ?, - Q � r, - I . I� � �Iw�i - _00 ------ - - ____­ - 1-2 il-1, - - - _____ --- __ 7. u,"A 8. 5 V2 " _ __ ___A 31l2 - , � I . , s I's, :� , k I _nt�OR -1 ­_ _____­ __ _LK1 -, _1 - 3�_w - M.21� , � 2 ll�, ,I 2 m ,, ­­ ­__1_­_,_­ ____ ­ 1-1 ____ ­ ­ , � ____YA ----- I . I All ____1_1 _ _ ,1L_i__,_­_____ ­ I INA � ____­_ _ ___ ___­ I i,,� � 7.1 J�j - 56--a - I, I � A, - _TII P� � - �- - __RL­J1­ -1 _L,�,, ­ __2�____1__L__.1L__12A__L__ I WA I WA , _ t4urricarn 711"�!� d z � < Q C� 0 () I () _j . . _j _j _j >- LL . - > < O� C) Z < IIIIII- < Z co -) I (" El El El I . () z 0 - U) Ld > CL Qkf w Ld (f) :D:) LLJ w 0 IIII- 0 P O� ::) = 0 (D _r z D� _j _j z U) .j < < u 0 0 Z I 0� 0: 0� uJ ::) 0 D 0� M fn Z (-) w 0 0< W 00 z 0 C) Z> __., N 5 0 U. (D 0 CD I_ L.Li = :2 3: CD 0 - M 0 Of >_ 0 z D_ Z o :� < C) �� _j z * C) j ISSUE DATE AUGUST2008 REVISION DATE 3-7-2012 SHEET 0 APPROVAL . CROFT, LLC INSTALLATION NOTES:. SERIES 96 SINGLE HUNG WINDOW I. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR dOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED,S THE MIMMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A 10ii FRANCE OF ±1/2 INCH OF GENERAL NOTES; THE DEPICTED LOCATION INI THE ANCHOR 1 AYOUT DETAIL II.E., WITHOUT CONSIDERATION OF TOLERANCES), TOLERANCES ARE NOTCUMULAWE FROM ONE 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND INSTALLATION ANCHORTC, THE NEXT- MANUFACTURED TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE fFBC) EXCLUDING HVHZ AND HAS BEEN S. FIN/FLANGE FRAMES: FOR INSTALLATION INTO 2X WOOD BUCK, USE 010 WOOD EVALUATED ACCCIRDING TO THE FOLLOWING: SCREWS OF SUFFICIENT LENGTH 10 ACHIEVE 14/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. AAMAIWOMA/C5A 101AS,21A440-09 6. FLANGE FRAMES: FOR INSTALLATION .4 TH ROUG IX BjCK TO CONCAV EfMASONIRV, 2. ADEQLACYOFTHE EXISTING STRUCTURAL OR DIRECTLY INTO CONCRETE/ MASONRY, ELSE ONE i1) 3116AICUI Tw TAPCOiv PER CONCRETEIMASONRY, 2X AND METAL STUD FRAMING AS A INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE. 1. 1/4 INCH MINIMUM MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF EMBEDMENT INTO CONCRETE/MASONRY SUBSTRATE. WITHSTANDJNG AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 7, FIN/FLANGE FRAMES: FOR INSTALLATION THROUGHSIELLSTUD LGE#10 ENGINEER OR ARCHITECT OF RECORD FORTHE PROJECT OF SELF -TAPPING SCREWS OF SUFFICIENT LENGTH IOAC4iLVE 3 THREADS MINIMUM INSTALLATION, PENETRATION BEYOND STERSTRELICTURE B. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNEE) AND M jNIM Um EMBEOMENTAND EDGE DISTANCE FXCi UDE WALL FINISHES, INC,, UDING AlxCHORED TO PROPERLY TRANSFER ALL LOADS TO THE BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. STRUCTURE, SUCK DESIGN AND INSTALLATION IS THE REPOI&ELLITYOF THEFFNGINFFR OR ARCHITECT OF RECORD 8, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF FOR THE PROJECT OF INSTALLATEON. CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 4. THE INSTALIATION DETAILS DESCRIBED HEREIN ARE GENERIC 9. FOR HOLLOW BLOCK AND GROUT FULFE, BLOCK, DO NOT INSTALL INSTALLATION AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC ANCHORS INTO MORTAR JOINTS EDGE DISTANCE IS MEASURED FROM FREE EDGE OF SITE. 4 SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE BLOCK OR EDGE OF MORTAR JOINT INTO FAC2 SHELL OF BiCECX. FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR AkChrrECTSHALL PREPARE SITE SPECIFIC 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR DOCUIAENTS FOR JSE WITH THIS DOCUMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANC�OPS SHALL NOT BF S WITH STRENG-THS �ESS Tk-AN -6E USED IN SUBSTRATE SI AJIMUTA STRENGTH 5. A?PROVED IMPACT ?ROTECTIVE SYSTEM IS REQUIRED TO SPECIFIED BY THE ANCHOR MANUFACIURER. PFECT�Cl THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 11 INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSIRATE MATERIALS 'till jH- 6. u%IIN,,)OWFRA144EVVATERIAL:6063-T5AtUMINUM FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0,55. 7. GLASS SHALL MEET, REQJIREIAENTS Of ASTM EAW-04 B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH Of 3192 P9. GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS,, C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, 0. STEEL -MINIMUM YIELD STRENGTH OF 33 KSL MINIMUMWA-LTHICKNESS OF33 B. MILS. (20 GUAGE) X: OPOZABLEPAVEL 0, RXEDPANE1 CAULK BETWEEN CONCRETE/ MASONRY & 2X 3/4" MIN. EDGE DISTANCE WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK I 410 WOOD SCREW INSTALLATION ANCHOR - BY OTHERS 1 I/V MIN EXTERIOR FINISH EMBEDMENT BY OTHERS PERIMETER CAULK-- 1/41 MAX. By OTHERS--- O.A. WINDOW HEIGHT SHIM SPACE j -(IA) to TABLE Of CONTENTS SHEET REVISION SHEET DESWPTION GENERAL, & INSTALLATION NOTE5 a ELEVATIONS & ANCHOR LAYOUTS 4 INSTALLATION DETAILS - FLANGE FRAME GLAZING & INSTALLATION DETAILS - FIN FRAME COMPONENTS & RILL OF MATERIALS - ------ FRAME TYPE OVERALL SIZE OF DATING MISSILE T MPACT PAT11%, WIDTH HEIGHT FLANGE76, 521, 35 P5F NON -IMPACT FIN I'll 72" 35 PSF NON -IMPACT 3 THREADS MIN - PENETRATION BEYOND STEEL STRUCTURE CROFT P.a Boy, 9Z6 mccomq, ms3%49 P'4; tUl-684-6121FX, 601,763-3188 z 6 Uj to " Z F­ w a .'� 2 Vl 0- �z 1% Ch Z tc - C L, � W In ED Bi: z 7 < Z) Q_ an, 3i ci to Ic z 11.0 LU 7V LU LU _j w u- *< r 43 M tt 2 6 Digitally signed by Hermes F Norero, P.E. bW#: Reason: I am approving this document CRF014- Date: 2012.05.09 11:02,49 -04'00' SHEET: I OF 5 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL 20 GA. MTN, STEEL STUD FRAMING BY OTHERS SEE GLAZING DETAIL #10 SELF -TAPPING SCREW INSTALLATION ANCHOR EXTERIOR INTERIOR SHEATHING - BY OTHERS 78' EXTERIOR BY OTHERS VERTICAL SECTION EXTERIOR FINISH EXTERIORHEAD-2X WOOD BUCK FLANGE FRAME PERIMETER CAULK - O.A. WINDOW BY OTHERS WIDTH SEE GLAZING 1 DETAIL HORIZONTAL SECTION JAMB-MEL STUD FRAME -EXTERIOR INTERIOR FLANGE FRAME VERTICAL SECTION �33_) MEETING RAIL EXTERIOR SEE GLAZING INTERIOR DETAIL -7 7 (10O.A. WINDOW HEIGHT 2A 2 1/4" MAX. SHIM SPACE PERIMETER CAULK BY OTHERS PRECAST SILL BY OTHERS rffl� VERTICAL SECTION SILL - PRECAST CONCRETE FIANrFVRAWL, BILL OF MATERIAIJ -IT----T- DE5CPrp" MATEprAL MANUFACTURER 1A FRAME HEi6, -,cpaFT ELtL� to FRAME I-EEAE rFIN 6.063, Ts'AWMINUME CROFT . 2A FRAME SILL ,!e FLA N6f. 6063�'T%AUUMINUIA 2B FRAME SIL_', A 3 A FRAME JAMB ((-'W!!'-;j,- Nal' 76 3B FRAME JAMB IN 6063 T!l LLC 4A FRAME JAMS NHY- FLANGE 6o63,'T'V,ALU �kAME JAMI 160 ­4 16l�T6'�ALUMINLU , ekor, t i. MEETT� M, 1!7= : 1 6P UL61 6 VENTH INV L �"OCIPTI" LLC'� 7 VENT' �'gr 6061�15ALOMI Nom i 0O 8 VENT�X-ANik 6d168 U -,TiiAL0EMIN".A � �R 1 tR 9 �'r�')4UAJNTNI F �koP T � 10 &LAZING SLEAb PVC.j I;CRt�FT LLC: 11 CAA&I,OqK,'i IEROFT LLC. 12 R I 13 BALANCE 14 V1NY&15f?AU,', 15 WOOLPI OOFT;,uC:l 1/4" MAX. 11/4" MIN. SHIM SPACE EMBEDMENT CONCRETE/MASONRY INTERIOR BY OTHERS Ix WOODBUCK OPTIONAL SEE GLAZING BY OTHERS DETAIL 3/16" ITW TAPCON INSTALLATION ANCHOR 11/8" MIN EDGEDISTANCE I do a3A EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK O.A. WINDOW BY OTHERS WIDTH HORIZONTAL SECTION IAMB - 1X BUCK/CONCRETE/MASONRY FLANGE FRAME FRAME HEAD- FLANGE 1A 6063-T5 AL. TYPICAL WALL THICKNESS: .050' 1176" 1.315" DFRAME SILL - FLANGE A 61363-T5 AL, TYPICAL WALL THICKNESS; .050" 1.839" 1906' FRAME JAMB (LH/RH) - FLANGE FRAME JAMB (LH) - FIN 30A C4A) 6063-T5 AL. �313 6063-T5 AL. 4BFRAME JAMB (RH) -FIN � 6063-T5 AL. TYPICAL WALL THICKNESS: .050" TYPICAL WALL THICKNESS: .050" TYPICAL WALL THICKNESS: .050" 2.6,49" 1.77T6" 1.776" A_ T-4 2.302" VENT HEAD VENT SILLQ VENT JAMB 6063-T5 AL. 6063-T5 AL. 6063-T5 AL, TYPICAL WALL THICKNESS: .050' TYPICAL WALL THICKINLES&.050' TYPICAL WALL THICKNESS:.050' 0.9351, r 0.923" 1.3�79 1.585, 0855" 1.404" CROPTI I P'j' Box azb 4k1X.Ott ,M­39649 691-694-6 let Fx; &Ii-7tt3-3115a IF CL, A 'n 'o 2 0� - X ELL -3 �c Z �E d� Lu 0 cil LU LC 92 z nwG #: CRF014 SHEET: 3 OF 01BFRAME HEAD - FIN C:RC)I=T 6063-T5 AL- TYPICAL WALL THICKNE55;.050" P.O.BOX 826 W'COMR, MS39649 1.776 W t F- TOO i 1.863" L4 ui LU FRAME SILL - FIN ot� LU * 'nr z , 6063-T5 AL. 0 < z TYPICAL WALL THICKNESS:,050' <1 1.838- < Em 2.453" z 0 0MEETING RAIL 5 6063-T5 AL, TYPICAL WALL THICKNE55:.050' Uj un ED -1 0.912, .73' GLAZING BEAD.,R RIGID PVC 10 C X__ V: CA 0 Z tO Q I DWG #: 1111--CRF014 I SHEET: 5 OF 5 D.L.0 MAX. WIDTH 48.625" T' IIf UNIT MAX. HEIGHT 75.75" X" SASH MAX WIDTH 50 625" FLANGE FRAME D.L,O MAX. WIDTH 44,625" E 4 1 UNIT MAX. HEIGHT 72.00:' SASH MAX. WIDTH 46,50" '-1 FIN FRAME CAULK BETWEEN CONCRETEI MASONRY & 2X WOOD, SUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS ZX WOOD SUCK BY OTHERS 4`10 WOOD SCREW, a INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER CAULK -- 1B O.A. WINDOW BY OTHERS HEIGHT SEE GLAZING DETAIL INTERIOR eVERTICAL SECTION HEAD - ZX WOOD SUCK 4 FIN FRAME UNIT MAX, WIDTH 52.25" D.L.O. MAX. HEIGHT 35,75" SASH MAX HEIGHT 3T625" 2" FROM CORNER K -1 r TY 3' 3' AT M105PAN OF HEAD 14.50"MAX, O.C. X" 2" FROM CORNER - Typ. ANCHOR LAYOUT FLANGE FRAME UNIT MAX. WIDTH 48,00" 12.0011 MAX. O.C. 2" FROM CORNER TYR ID_L.O MAX. HEIGHT 33.75" 12.OW MAX. O.C. SASH MAX, HEIGHT t 2" FROM CORNER TYP. ANCHOR LAYOUT FIN FRAME 1/4' MAX. SHIM SPACE 1112" MIN, EMBEDMENT INTERIOR 3/4" MIN 20 6A. MIN. STEEL STUD EDGE DISTANCE FRAMING BY OTHERS SEE GLAZING 3 THREADS MIN. PENETRATION BEYOND 1/4" MAX. DETAIL STEEL STRUCTURE .SHIM SPACE 410 SELF -TAPPING SCREW INSTALLATION ANCHOR SHEATHING EXTERIOR BY OTHERS EXTERIOR FINISH BY OTHERS O.A. WINDOW PERIMETER CAULK WIDTH BY OTHERS HORIZONTAL SECTION JAMS - STEEL STUD FRAME FIN FRAME EXTERIOR INTERIOR 5/8" O.A. INSULATED GLASS SEE GLAZING I F DETAIL 7 10 O.A, 1/4' MAX. 1/2" MIN. GLASS WINDOW 12 HETGHT 29 SHIM SPACE SITE NOTE: GLASS THICKNESS AND TYPE 3/4" MIN. EDGE DISTANCE VARY PER ASTM E 1300-04 MAY V GLASS CHART REQUIREMENTS AND REQUIREMENTS SET FORTH PERIMETER CAULK IN FLORIDA BY OTHERS SILICONE BEDDING aUILOINGTHE CODE.CURRENT EXTERIOR FINISH BY OTHERS CAULK BETWEEN GLAZIN G DETAIL #10 WOOD SCREW C ONCRETE-/ MASONRY & 2X INSTALLATION ANCHOR 1 112" MM BY WOOD BUCK CONCRETE/ MAOTHERS MASONRY 2X WOOD BUCK BY OTHERS EMBEDMENT BY OTHERS VERTICAL SECTION SILL-2X WOOD BUCK FIN FRAME CROPT, Pa Box 826 MCCOIAO,MS39649 PH: 601-684 121 FX 601-763-3189 Q z 0 z- _J 0 'c 'c iy 0 z M �d Z co '02 6 '9 LL 1 Lu Ly 40 w -C z 0 z 0 0 LU to Lij LL � N--VIL 1Ad 4 U) N Z V) S4 Z IW6 CRF014 ;HEET., 2 OF 5__j CRDC-T' Sox 82, M?.X_0rA9, M5 3%49 !',r v1 2 0 Ln cszre .< d" 1- � 10 z g; z CA w w w LU < 13 ca ca Z C14 Z V) "! LL < T X �j z �0 DWG #: CRF014 SHEET 4 OF5 (Va&Iatoi I Operatom Administrator) CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Craft, LLC P.O. Box 026 McComirt, MIS 39649 Attin: Jftri Bi The product described below is nereby approved tir listing in the nett issue of the AAMA Certified Products Directory. The approval it; based on successful completion of tests, and the reporting to the Admirristram of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory 1. The listing below will be added to the next published AMAA CerfifierIl ProdLxm Directory, SPECIFICATION RECORD OF PRODUCT TESTED AAMAjWDNACSA I 01ILS,2JA440-08 R+W6-1121IM822 (48M7 -H COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION Croft, LLC 96 SH (FIN) FRAME SASH 8424 (Ali.)(ODO(110)(INS GL) 1219 mm x 11829 mm 1181 Dim x 752 ffwt Code, CRO (TILT)(ASTM) (410" 1 6'0") (110' it 21") 2. This Corfikationvvill expire February 27,201figrad requires validation until L'LaRiiyoominued liBfing in;tie current Ak'AACertified Products Directory. 3. Product eeted and Reported by: Architectural Testing, Inc, Report No.: 815011,01-801-47 Date ofRopert March 21,20f2 (Revised March 28,2012) Validated for Certification A red latoreta es, Inc. 11atc: May$, 2012 Authorized Cc: AAMA JGS ACP-04 (Rev. V11) AmeAc1Ir1iArchIwcIIuFrali Manufacturers AssociatIon d z J LL 0 > z w z Z w W m o 0 2 El E:1 0 U) w LL, 0 0 �- V) C) 0 cr) Z Z LD th z _J _J < 6 C) LL W 0 0 z 0 w rl� w 00 z 0 (D i 0 F- LLI 0 z 0 u _j ISSUE DATE APRIL 2013 REVISION DATE SHEET N7 PRODUCT APPROVAL -T-1 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product Evaluation Report Of Croft, LLC. Series 96 Single Hung Window Florida Building Code 2010 Per Rule 9N-3 Method: Category: Sub — Category: 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact@buildingdrops.com 1 — A (Certification) Windows Single Hung BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: Product Name: Croft, LLC. Windows Single Hung State Product Approval Rule 9N-3.005 (1)(a) Series 96 Single Hung Window 4'4" X 6"4' (Flange Frame) 4'0" x 6'0" (Fin Frame) FL#: Date: 04/25/12 Report No: 2033 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Croft, LLC. based on Rule Chapter No. 9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions CRF014, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. Product: Series 96 Single Hung Window Limits of Use: Material: 6063-T5 Aluminum 1. Product Dimensions: 4'4" X 6'4" (Flange Frame) 4'0"x 6'0" (Fin Frame) 2. Prepared For: 3. Croft, L.1,C. P.O. Box 26 ,%1%11111►l1fj McCo rb, `1S 396 9 ,��4`' F. . ��4. ,* 5. I'll Prepared by: : ���� O l:l errrres F. Norero, P.,ta. Florida Professional Engineer # 73778 T Date: 04/25/12 ' Contents.- *, 0,c / OR.R��•o Evaluation Report Pages 1j -•!`•�ipy!j` Installation Details Page 5 ��jiS&/0iVAL ,����° Digitally signed by Hermes F Norero, P.E. �tlrll ij l! 111 tta�o Reason: I am approving this document Hermes F. Norero, P.E. Date: 2012.05.09 10:35:38-04'00' Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 This product has been evaluated and is in compliance with the 2010 Florida Building Code, excluding~ the "High. Velocity Hurricane Zone" (HVHZ). Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does require an impact resistant covering. Site conditions that deviate from the details of CRF014 require further engineering analysis by a licensed engineer or registered architect. See Installation Instructions CRF014 for size and design pressure limitations. FL#: - BUILDING DROPS Date: 04/25J12 A Perfect Solution in Every drop Report No: 2033 Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: For Flange Frame Installation: A.. For two by (2X) wood frame substrate, use #10 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For directly into concrete or masonry substrate, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel substrate, use #10 Tek Screw type steel frame anchors of sufficient length to achieve 3 threads minimum penetration beyond steel structure. For Fin Frame Installation: A. For two by (2X) wood frame substrate, use #10 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel substrate, use #10 Tek Screw type steel frame anchors of sufficient length to achieve 3 threads minimum penetration beyond steel structure. Refer to manufacturer Installation Instructions CRF014 for anchor spacing and more details of the installation requirements. Design Pressure: OVERALL SIZE FRAME TYPE - - ! _ -- DP RATING j WIDTH HEIGHT -- FLANGE-- 52" 7611 +I- 35 PSF FIN 4$" 72" +/- 35 P5F MISSILE IMPACT DATING NON -IMPACT NON -IMPACT Installation Details Croft, LLC. Series 96 Single Hung Winslow 2" FROM CORNER Tyf', r- 3" 11 _ 11 AT MTD5PAN OF HEAb ucu 14.50" MAX. O.C. f vur�� 21" FROM CORNER TYP. ANCHOR LAYOUT FLANGE FRAME 2" FROM CORNER 12•00" MAX. O.C. TRIP. - ! "_ i"� M 1i 2" FROM CORNER TyP. ANCHOR LAYOUT FIN FRAME 12.00" MAX. O.C. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 FL#: Date: 04/25/12 Report No: 2033 Hermes F. Norero, P.E. Hermes F. Norero, P.E. Florida No. 73778 Florida No. 73778 Page 4 of 5 Page 5 of 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 04/25/12 Report No:. 2033 Certificate of Authorization: 29578 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under an approved certification agency through American Architectural Manufacturers Association (FBC Organization #: CER1498) Performance Standards: The product described herein has been tested per: r AAIIMA/WDMA/CSA 101/I.s.2/A440-08 Referenced Data: 1. Product Testing performed by Architectural Testing, Inc. (FBC Organization # TST1558) Report #: B7508-.01-801-47, Report Date: 03/28/12 2. Certification Agency American Architectural Manufacturers Association (FBC Organization #: CER1498) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 U Z Q � 0 v .. J J m iL J 0 W W Q 0� 0 � Q Z Z W Z> v 0 J ff U Z W o > w 0 0 � w Of LL n 0 ~ Z Z t ^ v Z 3:� J J Q Q J � ry z LJL W n: 0 Om 7 LW c� W n/ LL.LL oo z 00 o U �m i— w U O_ Z Z O g U Z J Z 0- ISSUE DATE APRIL 2013 IVWTJ6441NII,I97_I9 PPODUCT Apponl/nl CROFT LLC INSTALLATION NOTE$: SERIES 95196WI96WB FIXED WINDOW UNIT MAX. WIDTH 72.00' P.O. �ox Ult. b1.0 MAX, PC. BOX 02�. 1, ONE (1) INSIALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, M5 39649 — ACMAII, 145 39049 UNLESS OTHERWISE STATED. WIDTH 70.375 PHI 601-6.,841121 FY, 601-783-31aa 12.00" MAX. O.C. .0 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBER OF 2" FROM CORNER ANCHORS TO BE USED FOR PRODUCTANSTALIATION. A TYE. � �) %j 0, N Ij Lij C, 3 C) 3- INSTALL INDIVIDUAL INSTAIIATION ANCHORS WITHIN A TOLERANCE OF ±1/2. INCH OF GENERAL NOTES: Z Z 0 THE DEPICTED LOCAVION IN THE ANCHOR LAYOUT rETAIL(LE., WITHOUT' 6 0 F� In CONSIDERATION OFTOLERANCES). TOLFRANCESARIENOI CUMULATIVE FROM ONE 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND Ln LLi INSTAL LATION ANCHOR TO THE NEXT. MANUFACTURED TO COMPLY WITH THE 2010 FLORIDA UNIT 6 BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN 13 MAX, W N S. FLANGE/FIN FRAME: FOR INSTALLATION INTO 2X WOOD BUCK, USE #10 WOOD EVALUATED ACCORDING TO THE FOLLOWING: U) Lu w I)_L.Q. MAX Z Z < SCREWS OF SUFFICIENT LENGT H TO ACHIEVE I V2 INCH MINIMU M 'EMBEDMENT w X a, HEIGHT HEIGHT 12,00" MAX. O.C. LU a r - Z A, & I VJOOD SUBSTRATE. to 42.00" 40.2Y 9, " i� AAIvIAIWDMA/CSA 10111,Sl/A440-08 LU 23 Z Z V) V� 'm Lij 6. FLANGE FRAME: FOR INSTALLATION THROUGH IX BlUrKTOCONCREICAAASONRY, OR 2. ADEQUACY OF THE EXISTNG STRUCTURAL 4 22 , d3 < DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 31161Nny iTW TAPCOM PER CONCRETF/MASONRY, 2X AND METAL STU D FRAMING AS A C,<L - 1 10 r� eb INSTALLATION CLIP OF SUFFICiENTLENG IH IOACHIEVE 1 1/41NCH MINIMUM MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF U3 11 ILL ry 2, EMBEDMENT INTO CONCRETEIMASONRY SUBSTRATE. WITHSTANDING AND TRJkNSFERRINeAPPJED PRODUCT T RANGE/FIN FRAME: FOR INSTALLATION THROUGH STEEL STUD USE 910 ENGINEER OR ARCHITECT OF RECORD.FOR THE PROJECT OF SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM INSTALIATION. PENETRATION BEYOND STEELSTRUCTURE. 1 IX AND;4X BUCKS (ViHEN USED) SHALL BE DESIGNED AND T. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING ANCHORED TO PROPERLY TRANSFER ALL LOADS TO 7HE BUT' NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBIL11YOF THE ENGINEsROAARCkff!Craf RECORD S. INSTADATION ANCHORS AND ASSOCIATI- ' 0 HARPWARF, MUST BE MADE OF FOR THE PI OF INSTALLATION. CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT MATING. 4. THE INSTAI I ATJOX DETAII S DESCRIBE[) HEREIN ARE GIENWC 9. FOR HOLLOW BLOCK AN D GROUT FiLLED BLOCK, DO NOT INSTALL INSTALLATION AND MAY NOT REFLECT ACTUA. CONDITIONS FOR A SPECIFIC ANCHORS INTO MORTAR JOINTS- EDGE DISTANCE 15 MEASURED FROM FREE EDGE Of SITE. IF SITE CONDITIONS CAUSE INSTALLATON TO DEVIATE TABLE OF CONTENTS SHEET AFVT5TON SHEFTOESCIRIPTION I GENERAL & WSTALLATION NOTES 2 ELEVATIONS & ANCHOR LAYOUTS 3 4 INSTALLATION DETAILS - FLAME FRAME INSTALLATION & CLAZIII DETAIL 5 - FIN FRAME F-5 COMPONENTS& RL.L OF MATERIALS 3 2" FROM CORNER TYR ELEVATION ANCHOR LAYOUT FLANGE FRAME FLANGE FRAME UNIT MAX. V) Z WIDTH 59.00' Z 1) L,O MAX, 12.W1 0 Z 0 WIDTH 57.W MAX, Q,C, -`E4I'FROM CORNER `� I TYP Z 0 BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. FROM'I HE REQUIREMENTS DETAILED HEREIN, A LICENSED P 10.DOCUMENTS CUR USE WITH THIS DOCUMEN7. INSTALLATION ANCHORS SHALL BE INS IN ACCORDANCE ANCHOR > ANUFAC WR�WS INSi ALL,AffON INSfRUC I IONS, AND ANCHORS SHALL NO fft Uj USED IN SUBSTRAI ES WIT! I STRLNGTHS LESS 11 IAN TI I MINOVIUM STRENGT51 S. APPROVED IMPACT PROTECTIVE SYSTEVt IS REQUIRED TO LU SPECIFIED 13Y THE ANCHOR MANUFACTURER. PROTECT THIS PRODUCT IN AREAS REQUIRING PACT 40 0 1I.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS RESISTANCE UN I IT D 12.OU' MAX, O.C, I HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE 64 WINDOW FRAME MATERIAL: 15063-TSALU&MUM FOLLOW LNG PROPERTIES: FRAME iYFE QV&ALI_ SIZE DP PATING MAX, HEIGHT;HT --A, W�lb HEIGHT A. WOOD - MINI MUM SPECIF IC GRAVffY OF 0,55, 7. GLASS SHALL MEET REQUIREMENTS OF ASTM E-130G,04 IMPACTRATING 57 tom" 8 ' CONCRETE -MINIMUM COMPRESSIVE STRENGTH Of 3192 PW. GLASS CHAR IS. SEE SHEET 4 FOR SLAZING DL 1AILS.. P 0� L 72, 42' 36 P5F NON -IMPACT C. MASONRY - STRENGTH CONFORMANCE TO Nil M C-90. MINIMUM STRENGTH OF, 8. DESIGNATIONS"X'AND 'O'STAND FOR THE FGLLOA/tNG,' M." D.' STEEL YIELD 33 KS9, MINIMUM WALL THICKNESSOF 33 MILS. J211 GUAGE) X: OPERABLE PANEL G. FMID A4NRI � 7 N, FIN 5w 59, 40 PSF NON -IMPACT , 10, I % TYP. tl (W) k ELEVATION ANCHOR LAYOUT FIN FRAME FIN FRAME Y R, Uy NOTE: J I C6 WINDOW WIDTH (W) AND HEIGHT A U) ru Z do Z (H) ARE INTERCHANGEABLE FOR ALL F­ N LL Q Z Q Z SIZES SHOWN HEREIN NOT TO o EXCEED MAXIMUM TESTED SQUARE in T T_ Q Lq DWG FOOT AREA. ANCHOR SPACING SHALL I)W& * Digitally signed by Hermes F Norero,1 D 'Er ' NOT EXCEED THOSE SHOWN FOR LONG CRF013 Reason: I am approving this document CRF013- OR SHORT LEG OF UNIT. Date: 2012.05,09 10:24:00 -04'00' SHEET: -0 F -5 SHEET. 2 OF 5 1/4" MA)C CAULK BETWSHIM SPACE EEN 3 THREADS MIN. C:R0r=r`, 1)4' MAX- C:, Rd r-1r CONCRETE/ MASONRY A 2X 3/4" MIN WOOD BUCK BY OTHERS EDGE DISTANCE PENETRATION BEYOND CAULK BETWEEN SHIM SPACE STEEL STRUCTURE CONCRETE/ MASONRY & 2X CONCRETE/ MA50MY BY OTHERS #10 WOOD SCREW INTERIOR P.O. BOX &16 Wool) BUCK BY OTHERS INSTALLATION ANCHOR G BOX U& 2X WOOD BUCK M=Ma. RI!, 3%149 CONCRETE/ MASONRY BY OTHERS 11/2'MIN,EMBEr)MENT MCCOAR. *-139649 BY OTHERS 11/21, MIN PH: 601-6d4-6121 FX: 601-7a3-31M 2X WOOD BUCK INTERIOR PR 601-W-6121 FX: 601-783-31ea EMBEDMENT 20 GA. MIN- STEEL STUD EXTERIOR FINISH OTHERS 3/4�'MIIN I BY FRAMING BY OTHERS #10 WOOD SCREW EDGE DISTANCE S By OTHERS UA SEE GLAZING 3 THREADS MIN, PERIMETER CAULK 1/4" MAX, DETAIL Z INSTALLATIONANCHOR Z C, SEE GLAZING - 0 3 " 3 PENETRATION BEYOND BY OTHERS SHIM SPACE 20 GA. MIN. STEEL Ui Uj EXTERIOR FINISH 1/4' MAX- DETAIL ;�c 13 'D g Hil_zs I r STEEL STRUCTURE .A �, �! -4 STUD FRAMING BY OTHERS :K BY OT SHIM SPACE C) �c M 9) U #10 SELF -TAPPING SCREW 100, n V) LU 02, Z Z �c WX O,A. WINDOW LU X Q 1 L U3 INSTALLATION ANCHOR /I g � r- Z ING at _#10 SELF -TAPPING SCREW Z A HEIGHT SHEATH PERIMETER CAULK INSTALLATION ANCHOR EXTERIOR O.A. WINDOW BY OTHERS BY OTHERS 3 SHEATHING SEE GLAZING EXTERIOR FINISH titHEIGHT 4 BY OTHERS DETAIL By OTHERS F�cn SEE GLAZING EXTERIOR EXTERIOR FINISH EXTERIOR INTERIOR PERIMETER CAULK ca DETAIL O.A.WINDOW BY OTHERS BY OTHERS O.A. WINDOW WIDTH WIDTH EXTERIOR INTERIOR PERIMETER CAULK BY OTHERS (-A) VERTICAL SECTION /C HORIZONTAL SECTION i HEAD - 2X WOOD BUCK JAILAB - STEEL STUD FRAME rE_--� VERTICAL SECTION HORIZONTAL SECTION FLANGE FRAME FLANGE FRAME HEAD - IX WOOD BUCK 4,JAMB - STEEL STUD FRAME Z ✓ FIN FRAME — FIN FRAME Z 0O > 1/4' MAX. 11/4" MIN_ SHIM SPACE EMBEDMENT UJ LU j EXTERIOR INTERIOR 1/2" O.A. INSULATED GLASS SEE GLAZING INTERIOR CONCRETE/MASONRY DETAIL EXTERIOR INTERIOR BY OTHERS F SEE GLAZING 11 X WOOD BUCK OPTIONAL 4 UC; DETAIL SEE GLAZING BY OTHERS 1/4" MAX. 71t O,A. 3 DETAIL 3 3/16'ITW TAPCON wrwbow SHIM SPACE 112" MIN. CLASS 4 N,, "ft, O.A. WINDOW INSTALLATION ANCHOR HEIGHT BITE HEIGHT 1 31/4" MAX 3/4' MIN. EDGE DISTANCE SHIM SPACE 1/8" MIN EDGE DISTANCE .61 -0 ALI 0 PERIMETER CAULK 11/4' MIN, % BY OTHERS SILICONE BEDDING ERIME-rr BY OTHERS EXTERIOR BY OTHERS CAULK BETWEEN P R CAULK EMBEDMENT EXTERIOR FINISH EXTERIOR FINISH BY OTHERS 7 F:I xX�`d '. (. 4 PRECAST SILL, #10 WOOD SCREW CONCRETE/ MASONRY 2X NOTE: PERIMETER CAULK WOOD BUCK BY OTHERS OD 4 Z 'N't I Z INSTALLATION ANCHOR BY OTHERS O.A.WINDOW BY OTHERS 1112" MIN. GLASS THICKNESS AND TYPE MAY VARY PER ASTM 3A6" ITW TAPCON-"" 11/8" MEN 2X WOOD BUCK BY OTHERS- COWRETE/ MASONRY --I I E 13DO-04 GLASS CHART REQUIREMENTS AND 11-u IL EDGE DISTANCE EMBEDMENT BY OTHERS REQUIREMENTS SET FORTH IN THE CURRENT WIDTH BY OTHERS 13 VERTICAL SECTION K�� HORIZONTAL SECTION OW& VERTICAL SECTION BUILDING CODE. ON [)W& 3 SILL - PRECAST CONCRETE �3 JAMB - IX BUCKICONCRFTE/MASONRY SILL - 2X WOOD BUCK CRF013 FLANGE FRAME FLANGE FRAME RF013 FIN FRAME SHEET: 3 OF 5 SHEET' 4 OF 5 M, Fk MEIIP)EA JSUP- H'A F�Am . .AMO �f,I)Nj 6 ) 1 63 , Tj N A., M �N0 M, cROT`,t 4� GWtN61 9,EAqP. 5 , 606,50' A4UMt , N UM 4,1 1061,4T.15ALUMrNUM. MOV-71,; LL6, v, FRAME�PIGHIIAMB�,- FIWp 6061,,T5AEUMMUM C40, FT LLC, 6 1 FOAMe�LEFT,`,IAO I !,600-!T!5AL,0MTNQM cROF(T4 LLC,".: FRAME HEAWSILL - FLANGE 601 AL. TYPICAL WALL "CKNE55: .065" 1776" 0 6063- FRAMT5 E HEADISILL- FIN 4 AL TYPICAL WALL THICKNESS:,066" �1.776" FRAME JAM85 - FLANGE 6063-T5 AL TYPICAL WALL THICKNESS: .065" r1.776" FRAME RIGHT JAMB- FIN 6063- T5 AL, TYPICAL WALL THTCKNESS:.065" 2.112" 1.806" i - GLAZING REAL) 6063-T5 AL TYPICAL WALL THICKNESS:.065' ---I — 0,437' .T 0497"­J FRAME LEFT JAMB- FIN 6063-T5 AL. TYPICAL WALL THTCKNE55: .065` 2.12, -Aw I C, PO r-T I I P.G. ROX 42e, twxlms. M5 a%49 PH: WI-W-6121 FX: 601-7'0-31U co q. w �i in it of, V�w , Z Z Z Ea L.- MW V) Z H IL Iwo Z R 3" N�j Vv-, VG * CRF013 iEET: 5 OF 5 Ma mm AAMA (ValklaW I Operalions Administrator, CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Craft, LLC P.O. Box 1126 McComb, MS 39649 Attu: Jim, Siriz The product described below is hereby approved for thifing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related dravAngs, by an AAMA Accredited Laboratory- 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAUAIWDMAICSA 11011111LS12JA440-08 R-PG40-1449SX111499 (59X5W)-FW COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION 76195197 PIN FRAME Croft, LLC 8671 (AL)(0)(IG) 1499 mm x 1499 mm Code: CRO (INS GL)(ASTM) (411" x 4111") Z This Certification Wit expire September 27,2015 and requires validation until then by Continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No., B3407.01-801-47 Date of Report: October 7,20111 Date: May 10, 2012 Cc AANIA JGS ACP-04 (Rev. Vil) Validated for Certification od Ted Labarl es, 4UL Inc. Authorized forICartification Ameriicanit-eccitural Manufacturers Association d Z 4� 0 � () () J0 _j _j LL 0 W w Z < Z Z W W m U j 0 U) E__1 E] D C) Z OU) o 0 w WWF_ U, 0 Z 0 V') Z L) 0J Z i< _j _j C) Z Lu Q: co LL Z w 0 w 00 Z L� 0 O O LLI =:2 L 0 o Z 2: Z 05 _j Z 0 ISSUE DATE APRIL 2013 REVISION DATE SHEET 0 PRODUCT APPROVAL 127 W. Fairbanks Ave. BUILDING DROPS Suite438 A Perfect Solution in Every Drop Winter Park, FL 32789 Certificate of Authorization: 29578 407.644.6957 PH 407.644.2366 FX contact@buildingdrops.com Product 1to Of Croft, LLC. "Series 95/96W/96WB" Picture Window jur Florida Product Approval - ,,i4 FE Report No. 2032 Florida Building Code 2010 Per Rule 9N-3 Method.: l — A (Certificate Method) Category: Windows Sub — Category: Fixed Product: Series 95196ilr196FVB Picture Window Material: 6063-T5 Aluminum Product Dimensions: 72"x 42" (Flange Frame) 59" x 5911 (Fin Fraine) Prepared For: Croft, 111C. Box S26 McComb, MS 39649 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 04/30/12 Contents: Evaluation Report Pages 1 -- 4 Installation Details Page 5 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2012.05.09 10:21:24-04'00' BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Hermes F. Norero, P.E. Florida No. 73778 FL#: Date: 04/30/12 Report No: 2032 Installation: 1. Approved anchor types and substrates are as follows: Flange Frame: A. For two by (2X) wood frame substrate, use #10 Wood Screws type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,, use 3/16" diameter ITW type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate, use #10-16 Self -Tapping type metal stud anchors of sufficient length to achieve a minimum of 3 threads of penetration beyond metal structure, Fin Frame: A. For two by (2X) wood frame substrate, use #10 Wood Screws type wood frame anchors of sufficient length to achieve minimum embedment of 1.50 into wood framing. B. For steel stud substrate, use #10-16 Self -Tapping type metal) stud anchors of sufficient length to achieve a minimum of 3 threads of penetration beyond metal structure. Refer to Installation Instructions (CRF013) for anchor spacing and more details of the installation requirements. Design Pressure: 72 x 42 DP = +/- 35E PSF 59 x 59 DP = +/- 40 PSF Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Croft, I.I.C. Windows Date BUILDING DROPS Date Date: 04/30/]i2 Date: 04/30/12 Report No: 2032 -,a A Perfect Solution in Every Drop Report No: 2032 Certificate of Authorization: 29578 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and Rule 9N-3 for manufacturing under an approved certification agency through American Architectural Manufacturers Association (FBC Organization #: CER1498). Product Sub -Category: Fixed Performance Standards: The product described herein has been tested per: Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) • AAMA/WDMA/CSA 101/l.S.2/A440-08 Product Name: Series 95/96W/96WB Picture Window Referenced Data: 1. Product Testing performed by Architectural Testing 72" x 42" (Flange Frame) (FBC Organization # TST1795) 59" x 59" (Fin Frame) Report: Dated: B7510.01-801-47 04/20/12 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Croft, I.I.C. based B3407 01 801-47 10/07/11 on Rule Chapter No. 9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. 2. Certification Agency Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company American Architectural Manufacturers Association (FBC Organization #: CER1498} manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limits of use: This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions CRF013, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing CRF013 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions CRF013 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS Date: 04/30/1.2 Report No: 2032 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation Method Croft, LLC. "Series 95/96W/96WB" Picture Window 2 FROM CORNER 12.00" MAX. O.C. TYP. i r �i 11011 12.00" MAX. O.C. i !I _... 2" FROM CORNER ANCHOR LAYOUT TYR FLANGE FRAME 12.00" MAX. O.C. 4" FROM CORNER TYP 12.00" MAX. O.C. i - - 4" FROM CORNER —� TYP. ANCHOR LAYOUT FIN FRAME Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 U Z � U � .. _j J J >_ LL m J . 0 W Q I— Q Z f- W � - J 0 m U Z > oW � o w Q W o' LL,w Z0 0 z of z_ X J Q 0 LL9 Z J W a D O no LL Z 0 " W O ao 0LLJ o 0 0 N j = U cD O M Z � o Z Q v Z L Z ISSUE DATE APRIL 2013 REVISION DATE SHEET 7E3 P20DUCT APPROVAL