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HomeMy WebLinkAbout5444 4th St (2)WITH STRUCK JOINTS SIDE ELEVATION 1/411 it ;OII REMOVE WINDOW AND BLOCK FILL OPENING NEW SOUTH EAST REAR ELEVATION 1/411= 1' O" THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION WALL HEIGHT PLUS 1 1/2" PLATE BLDG F.F. ASSUME O' O" =W VVVf 11 1 ✓ A -NV I .V I-INI V, C-1.11- WITH STRUCK JOINTS SIDE ELEVATION 1/4 = 11 011 NEUJ SOUTH EAST t v L ✓ V -r L t i L v L ri V L -r le r .. V V 1 AS BUILT SOUTH EAST AS BUILT SOUTH EAST RE>4i� ELEVATION 1/ " 1' Oj1 SECTION FLOOR FLAN 1/4" 11 O dd 4 — — — - = - — - - — — — — — — — - — — — — - — — — I l EXISTING CHURCH 1 l - WALL HEIGHT PLUS 1 1/2" PLATE S' 5 1/2"� REMOVE EXISTING EXTERIOR STEEL DOOR cp UNIT AND CREATE OPENING TO ADDITION X 1 REMOVE WINDOW AND REMOVE WINDOW AND O BLOCK FILL OPENING SEE NEW TO EXISTING CREATE PASS OPENING 1 BLOCK WALL DETAIL -O �4 O DOOR TO HAVE ADA O ATTIC STAIRS O N LEVER PASSAGE LOCK _ N a MMED Pi, tS HAVE � 1kEV�E �^ �^ 1V'1 a CE Y ZEPHYR S % . 25.18 N 1 11 m i - 33.32 N IL 3 Q N - 33.32 BLDG F.F. Date: ASSUME O' O" DOOR TO HAVE ADA reviewer: LEVER PASSAGE LOCK DOOR TO HAVE ADA LEVER PASSAGE LOCK "06 Ble - - (L � CLASS ROOM CLASS ROOM i Please be advised this review of plans submitted is a o RESOURCE ROOM �' - - 33.32 _ N - 33,32 cursory review to assist the contractor in compliance with applicable �; fire safety coves. This review is not intended to be a final approval of the submitted plans.. It is the DOOR TO HAVE PANIC EXIT DEVICE � DOOR TO HAVE PANIC EXIT DEVICE Y'Y ON INTERIOR WITH ADA LEVER KEYED ON INTERIOR WITH ADA LEVER KEYED contractor's sole responsibility to ensure that the plans are in ENTRANCE ON EXTERIOR, LOW PROFILE ENTRANCE ON EXTERIOR. LOW PROFILE _ OUTSWING SILL AND HEAVY DUTY DOOR OUTSWING SILL AND HEAVY DUTY DOOR er complete cornpliZ nce with all applicable NFPA codes and + 24.10 CLOSURE CLOSURE + 24.710 ' - 32.40 local ordinances. In the event,t4ttAherexamination or site inspection reveals areasit"r� w� m � it shall x x the tractor's sole respo sioi�lit -` leia expense to o 0 bring those areas in compliance. ty assumes no responsibility for the contractor's fal!um b be in complianceo 0 with all applicable NFPA Cafes and local ordinances. N N ■ 25 SH 25 SH 25 SH ■ - 3; 411 - 33.32 - 33.32 - 33.32 05 VERTICAL RODS FROM FOOTINGS BELOW TO TOP OF WALL, PLACED AT ALL CORNERS, EACH SIDE OF ALL OPENINGS AND SPACED MAXIMUM 0'0" OC, POUR ALL CELLS IN BLOCK WALLS SOLID WITH 3000 PSI CONCRETE 11 301 011 u 311 411 ADDITION SOUTH EAST SECTION FLOOR FLAN 1/411 = 11 OII ALL NEW EXTERIOR WALLS ACT AS SHEAR WALLS ARKAY ENGIN ERING INC. STRUCTURAL GINEERS f�) RI WAR L:r1iDDEY P.E. FLORIDA '!�CENeiE NUMBER 312S6 I HERBY CErRITIF`!' TRAT THESE PLANS AND SPECIFICATIONS WERE PREPAF-.�ED 3'f -Ml-: OR UNDER MY DIRECT SUPERVISION:, ARE IN COMPLIANCE WI`i`H r-4APTER 16, SECTION 16o9 OF THE FLORIDA BUILDING CCDE 2001 FOR 120 MPH (3 SECOND C:UST) \ , WIND ZONE - 100 MPH r-ASTEST SPEED AND THE ENTIRE 2001 Y �TIOy� I 1/ ,{ 1 O FLORIDB A UILDING, CODE AND 2009 SUPPLEMENTS v zU m Ln z ru z 9 m O`'' o 00 �z°LLB Z ON >M jM — W W� cn v am w ° Ul A 0 m 0 0 Q U1 N m N 1= 2 fU w U1 m a jw NV mLL r 0 r W z - U- z 3o �F C m lU Uj $0 1Y v�� 4Y UIg�� vR 0 a _o N (D J% Z I>J 0 Q U m il- O r JU U � 0 u- ,d. cA Z N TOTAL AREA 580 Sa, FT. f0G 1 OF 4 ARKAY * f SECURING PREHUNG TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTIONS ATTACH MINIMUM 3/4" P,T, BUCK TO MEET WIND LOADS AND COMPRESSIONS STRIP THAT IS THE MINIMUM WIDTH RATINGS FOR YOUR JOB LOCATION. ALL OF DOOR FRAME USING ,091X1 3/8 ANCHOR SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1 1/4" AND THERE SHALL T- NAILS MAXIMUM 1011OC, BE A MAXIMUM 1/4" SPACE BETWEEN BUCK AND DOOR JAMB CAULK DOOR FRAME PER YOUR MANUFACTURES RECOMMENDATIONS BLOCK DOOR ATTACHMENT DETAIL SECURING WINDOW TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTION TO MEET WIND LOAD AND COMPRESSION RATINGS FOR ATTACH MINIMUM 3/4" P,T, BUCK STRIP YOUR JOB LOCATION. ALL ANCHOR SCREWS THAT IS THE MINIMUM WIDTH OF YOUR MUST PENETRATE BLOCK WALL A MINIMUM OF WINDOW FRAME USING ,0-31 X 1 3/8" 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" T- NAILS MAXIMUM 10" OC SPACE BETWEEN BUCK AND WINDOW FRAME CAULKED WINDOW PER YC WINDOW MANUFACTURES S RECOMMENDATIONS TO M' LOAD AND COMPRESSION FOR YOUR JOB LOCATION BLOCK WINDOW ATTACHMENT DETAIL LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS CHART UNLESS NOTED ON FLOOR PLAN BY OPENINGS LINTEL LOAD CHART ( 16" DEEP SECTION CLEAR SPAN CONCRETE U LINTEL I' .- 6" 4981 PLF ( UNFILLED ) 2' - 2" 3435 PLF l UNFILLED ) 2' - 8" 21T1 PLF ( UNFILLED ) 3' - 2- 2332 PLF f UNFILLED ) 4'-0' 1835 PLF ( UNFILLED ) 4' - 6" 1624 PLF ( UNFILLED ) 5' - 2' 213% PLF - 6' - 2" 2211 PLF •• IWI PLF •• 8' - O" 1123 PLF •• S' - 2" 148S PLF- •• 0-00" 1354 PLF - 10' - 8" 12TI PLF •- 11'-2' 1200PLF - 12' - 0" IIOS PLF - 12' - 8" 1044 PLF - 13' - 4" 1358 PLF - P 14'-0" 1321PLF -P I6'-0" 1152PLF -P is' -0" 1016PLF-P IS' - 8" Sll PLF - P 20'-0" 816 PLF -P 22' - 8" 189 PLF - P DENOTES +S REBAR X CONT. PLACED IN 80TTOM COURSE AND I6" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE. - P - DENOTES PRE STRESSED U LINTEL WITH 05 REBAR X CONT, PLACED IN BOTTOM COURSE 4 I6" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE 8" X W X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 05 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS 8 PRECAST LINTEL BLOCK OVER ALL OPENINGS, I EACH O. 05 REBAR IN THIS COARSE WHEN SPAN OF LINTEL OVER 5'2" STANDARD PRECAST DETAIL 1�1� HORIZONTAL LINTEL 05 REBAR HOOK LAPS MINIMUM 10" WITH 2 TIES FOOTER 05 REBAR ROD CHAIRS -25 1 REBAR LAP DETAILS DRILL I" X 6" HOLE INTO EXISTING BOND BEAM AND EPDXY "S REBAR FROM NEW BOND BEAM INTO EXISTING BOND SEAM, DRILL I"X6" HOLE INTO EXISTING WALL$ 24" OC AND EPDXY •5 REBAR FROM NEW BLOCK WALL INTO EXISTING BLOCK WALL. REBAR TO BE 12" •5 VERTICAL ROD TIED AT TOP AN LONG WITH 6" INTO EXISTING WALL 6" IN NEW BOTTOM AND AT EACH ROD IN BETWEEN BLOCK WALL EXISTING WALL NEW WALL I IT DRILL 1" X 6" HOLE INTO EXISTING FOOTINGS AND EPDXY 05 REBAR FROM NEW FOOTINGS INTO EXISTING FOOTINGS NEW BLOCK WALL TO EXISTING WALL DETAIL THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION IS"XIS" PILABTI 05 REBAR FRC 05 REBAR EAC FOUNDATION FLAN 1/411 = 11 OII 1/2" cox OR i/16" OSB ROOF SHEATHING NAILED PER ROOF SHEATHING DETAIL WITH 8D RS NAILS, USE STEEL PLYCLIPS AND •30 FELT WITH 29 r%A MASTER RIB METAL ROOFING OR SHINGLES INSTALLED PER MANUFACTURE SPECIFICATIONS ENGINEERED ROOF TRUSSES 24" OC SEE ROOF TRUSS PLAN MIN R-30INSULATION IN ALL ATTIC AREAS 1/2" CEILING TYPE GYPSUM BOARD 2X4 OR 2X6 WOOD SUB FASCIA WITH ALUMINUM • SOFFIT AND FASCIA TRIM SINGLE BOND BEAM WITH (1) 4S REBAR CONTINUOUS TIED TO ALL VERTICAL RODS SEE LINTEL CHART NOTE: 3/4" P.T. FURING WITH 3/4" TUFF R BLOCKS ARE STACKED VERTICALLY TO MATCH ALUMN S.W. WINDOWS (R4,5) INSULATION BOARD AND 1/2" EXISTING BUILDING WALLS. ALL CELLS IN WALLS GYPSUM WALL BOARD TO BE POURED SOLID WITH 3000 PSI CONCRETE MASONRY SILLS TYPICAL 3000 PSI 4" CONCRETE SLAB WITH WIRE MESH OR FIBER MESH WITH 6 MILL VISQUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL 16" X 12" FOOTINGS WITH (2) 4S REBAR ON CHAIRS GROUND WIRE TO FOOTING REBAR 05 VERTICAL RODS FROM FOOTINGS TO BOND BEAM ARKAY ENGsIN�ERING INC. L L L WITH 25" LAP MINIMUM aTR TURAL ENGINEERS 12"411 BOTTOM OF FOUNDATION MINIMUM 12" BELOW GRADE 1 RICI-IAA L, KIDDE .E. 9' 4" IB OC I' ALL DET %` I� FLOI�IC:A LICE SAE NUMBER 31296 1�.. " wI HERBY CERTIFY TWAT THE°�� PLANS Ato SPECIFICATIONS w� f'� I�OT TO SOLE WERE PREPAREM E' a, ME OR UNC=R MY DIRECT SUPERVISION ARE IN COMPLIANCE* FJITIH CWAPTER 16, SECTION 1609 OF THE FLORIDA BUILDINg :ODE 200 i FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPta F.48TE6T SPEED AND THE ENTIRE 2001 FLORIDA BUILDINCs CODE AND 200% SUPPLEMENTS U ru Z z 'z m O~ o 0 w F10 � Z JOJN MLL: cl z m -in ' UW In z am W W a w O aLL A 0z a O� fy CD Q MN m rN F-=N w ui m a Jw Al LL mo r y� dl ch IT! MCISNif U zL -LL 0v z �o it m z c uj ul o � a Y 0tv-. W LLJ -c 0 0 a Qp %o _ M O z p Qz a Q � Q H N � lln U m LL 0 � v a � O V ~ TOTAL AREA 590 60, FT, 2OF4 . . I EXISTING CHURCH TRUSSES BELOW SHEATHED I II 11 n n II „ II li / \ PRIOR TO VALLEY FRAMING I j \ INSTALLATION I I I 8' I 2 X 6 02 YELLOW PINE I II Irv,`ATTIC 12' / VALLEY FRAMING TYP. 1 II II II I STAIRS USE (1) SIMPSON HETA20 STRAP AT EACH 2 X 8 02 YELLOW PINE COMMON TRUSS I TRUSS POURED IN BOND BEAM. FILL NAIL HOLES WITH IOD X 1 1/2 NAILS, 2 X 4 NAILERS TYP RIDGE BEAM TYP. O 28' 0" MAX Ir END NOT EXPOSED TO WIND 2 X 4 VERTICAL SCAB • 48" OC SIMPSON H3 FRAMING MAX CONN. W/ 4 160 NAILS +� 2 X 8 •2 YELLOW PINE ANCHOR TYP, 2 X 8 "2 YELLOW PINE O TOP t SIMPSON H3 HURR CLIP _O Q, O RIDGE BEAM TYP. RIDGE BEAM TYP. AT BOTTOM N 0 O . ROOF SHEATHING 2 X 6 «2 YELLOW PINE cp al •" RAFTER * 24" OC VERT SCAB 2 X 4 CONT SIMPSON H3 HURR p 4- 16D TOE NAILS STRAP EACH END CONT, 2 X 4 NAILER TYP RIDGE BOARD END 2- 16D NAILS PER TRUSS BEVEL CUT TYP 00, SIMPSON H3 HURR STRAP 48" OC GABLE END TRUSS TYP, SIMPSON H3 HURR STRAP m 46" OC TYP, CREATE ROOM AT THIS AREA FOR AIR SECTION 11,411 _ 11,411 WANDLER UNIT. SHEET FLOOR Cox PLYWOOD. COVER WALLS WITH ND4" ROOF VALLEY DETAIL CEILING OF ROOM WITH 1/2" GYPSUM BOARD TYPICAL CONY FRAMEVALLEY DETAIL " 30, Ole 31' 4" ROOF TRUSS FLAN 1/411 = 11 01' STUD SPACING L- BRACING NO L-BRACING (1) 2 X 4 L BRACING (2) 2 X 4 L BRACING (2) 2 X 6 L BRACING 16" O'-0" t0 415" 4'45" TO 810" 8'0"- 12'0" 12'0" TO 16'0" 24" 0'-0" TO 4'0" 4'0" TO TO" I TO" TO 10.0" 10.0" TO 14'0" ROOF EDGE NO ANGLE BRACING REQUIRED WHEN NOTE: G2X4 OUTRIGGERS AT 24Or, NO DROP CABLE NEEDED Q 2x4 CROSS -BRACING m RIDGE ABLE IS NO MORE THAN 24" TALL IN " WHEN OVERHANG IS 12 OR CENTER CONNECT OUTRIGGERS TO 20'-0" MAX GABLE WITH SIMPSON 142.5 LESS I I A BACKNAIL W1 (2) 160 NAILS MAX, 24" OVERHANG � (D I W U I _.—.—._._.—._._._._._._._.— +._._. - TOP/BOTTOM CHORD GABLE NOTE- PEAK of GA15LEIQUIED WHEN 16 40" OR LESS �. '0 o I gg O END BRACING m 45" O,C, MAX j 6 __ FOR THE FIRST 4 ROWS OF 2X4 WEB BLOCKS NAILED IN BETWEEN 5' �" I OO RIDGE X U WEBS WITH (2) 16D NAILS EACH END WITH "L BRACING TO EXTEND AT LEAST SO X O > 2 /� Q 4 TR S$ES (MIN 2X4) (6) 160 NAILS AT EACH END NAIL TO 2X4 M MUM -- OF WEB LENGTH ( SEE TABLE ABOVE ) O I O O MAXIMUM _ - STEP DOWN GABLE TRUSS WITH ONE LAYER �Q --.— .—:—._._.— ._._._._._:_.—._. L._.— U - W i/2" CDX SHEATHING OR 1/Ib" O°vB NAILED S- _ X O 4" OC WITH 8D COMMON NAILS O IO O l� \� ATTACH BOTTOM CORD OF GABLE TRUSS 2 IO © I (¢ 2X4 ANGLE BRACING At 48" OC ALONG TO 2 X 6 PLATE WITH 160 NAILS 6" OC a._.—.—._._._. X GABLE END NAIL ENDS TO 2X4 BLOCKING O i 2 I 5 O„ I 2 I O 4 U 1. WITH (2) 16D TOE NAILS Ei O I 3 3 • O I O3 O F O MIN 2 X 6 P.T, PLATE WITH O O d 1/2" X 8" ANCHOR BOLTS GABLE END x CONT. BOTTOM CHORD AT 24" OC. BRACING 0"x4" MIN.) m 1/2" CEILING BOARD � 10 -O° MAX, 2X4 NAILER ATTACHED TO BOTTOM CORD OF GABLE TRUSS AND COMMON TRUSS WITH 2 EACH 120 COMMON NAILS PARTIAL ROOF PLAN AT EACH UPRIGHT MEMBER OF GABLE ' SEE TRUSS SYSTEM ENGINEERING: DRAWINGS FOR ANY ADDITIONAL PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF EDGE BRACING OR CROSS BRACING REQUIREMENTS A t�� 5 of PER APA TECHNICAL NOTE RMA, 16" - 24" INCH PANELS SO RING SHANK NAILS AT 6" OC AT ALL EDGES GA5LE END SRACINCs I�G 1 �IL ZONE 0 ARKAY ENGINEERING INC. DOUBLE PLY CLIP THE SIDE ADJACENT TO THE FULL WIDTH 8D RING SHANK NAILS AT 12" Or- INTERMEDIATE " �� STRUCTURAL I`NGINEERS PANEL NONE REQUIRED AT RIDGE OR HIP. 12 - 16 LUMBER ■ t �+ ONLY BLOCKING (2X4) FLAT WISE OR EDGEWISE ON THE SIDE ZONE O2 O3 SD RING SHANK NAILS AT , OC, 4 CC:LE AT R EQ i MINIMUM I R U S S 5 R A C ( N ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT ROOF EDGES, RIDGE LINES, OR GABLE END WALL ' ` v� MINIMUM , 1 �"+ , RIDGE OR HIP, 12" OR LESS USE LUMBER ONLY BLOCKING STAGGERED END JOINTS FOR SHEATHING BHALL BE (2X4) FLAT WISE OR EDGEWISE ON BOTH PANEL EDGES STAGGERED AND OCCUR OVER A FRAMING MEMBER ROOF SHEATHING NAILING DETAIL NOT TO SCALE RICHA L, KIODEY P.E, r-LORIDA LIc:ENSE KJM6ER 31296 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPAREL77 BY ME -OR UNDER .MY DIRECT SUPERVISION ARE IN COMPLIANCE W TII CW.Ar- Tr- R' I6, SECTION 1605 OF THE THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE FLORIDA BUILDING CODE 200'1 FOR 120 MPH (3 SECOND GUST) AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 ' EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE FLORIDA BUILDING CODE AND 200E SUPPLEMENTS PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION, DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF - REPAIRS OR DELAY TO THE CONSTRUCTION z m fu zInlu r m 0 a 0 0 �z 5 - In 4,rl u Qm W C �X W A < u }� n Q OD M IU m �N N F- 3: U w Ul n 0 ]w In N Mr LL W u. mo r t- Itl rp s M�Nu Z u- J "'sii L 0 m F j ; 1m oY � I U (Ltn V F- Q _O N_} !1J a Ll) CD Z � O � d z � U m LL O^ U U :r 1Li N N TOTAL AREA 580 60, FT, FIG 3OF4 ,ARKAY +� — — — — — — — — — — - — — — — — — — — - — — — — — — — — — — — — — — — GENERAL NOTES: I THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE A CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED AND 2009 SUPPLEMENTS PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE ARKAY ENGINEERING INC: A REGISTERED LICENSED, FLORIDA PROFESSIONAL STRUCTURAL SHALL STATE: (PER FBC) ENGINEERING COMPANY, HAS APPLIED RATIONAL ANALYSIS FOR THE STRUCTURAL DESIGN THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN EXISTING CHURCH OF THIS STRUCTURE � RE TERMITES. THE TREATMENT 18 INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT I OF AGRICULTURE AND CONSUMERS SERVICES THE BUILDING l INCLUDING ALL COMPONENTS AND CLADDINGS SHALL BE DESIGNED FOR THE I FOLLOWING SUPERIMPOSED LOADS INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION FLOORS: BACKFILLINGs 4 COMPACTION ARE COMPLETE ( PER FBC) LIVE LOADS - 40 P.S,F, DEAD LOADS - 10 P,S,F, ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE- TREATED INCLUDING ANY BOX OR FORMED AREAS ( PER FBC) SLAB, - LIVE LOADS 50 P,S,F, BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE I DEAD LOADS - 10 P.S.F. WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN ROOF= ADEQUATE SIZE t DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE LIVE LOADS (TRUSS TOP CORD) - 20 P,S,F, INITIAL TREATMENT ( PER FBC) DEAD LOADS (TRUSS TOP CORP) - 10 P.S.F. DEAD LOAD (TRUSS BOTTOM CORD) - 10 P,S.F, A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL - - - - - - - - ASSUMED TRUSS SELF WEIGHT ( DEAD LOAD) - 1 P.S.F. EXIT E DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL- _ --� WIND DESIGN ASSUMPTIONS, BE REQUIRED (PER FBC) ' COMPLIES WITH SECTION 1609 FBC ATTIC STAIRS ) BUILDING EXPOSURE - IS ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION BUILDING IMPORTANCE FACTOR ■ 1,0 PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT. ( PER FBC) MEAN ROOF HEIGHT 30' OR LESS - -� , HEIGHT / EXPOSURE ADJUSTMENTS COEFFICIENT . 1,0 ENCLOSED BUILDING PH. EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE INTERNAL PRESSURE COEFFICIENT ■ + / - 0,18 WITHIN 12" OF THE STRUCTURE SIDE WALLS (PER FBC) ' ® ' - - - - - AIR HANDLER IN6rALLED IN SEE WIND SPEED AT BOTTOM RIGHT OF ALL SHEETS ATTIC AREA Musr coMPL7 I AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS WITH FLORIDA SUILONG CODE rL COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE SOIL BEARING < COMPACTION: VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (PER FBC) THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING 2000 P,S.F,( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER IS RESPONSIBLE FOR VERIFYING SIDE WALLS (PER FBC) THAT THE SOIL ON THE SITE 18 PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN SUPPORT A 2000 P,S,F, FOUNDATION LOADINGS AFTER ALL WORK IS COMPLETE ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITH IN 12" OF THE BUILDING, THIS SHALL INCLUDE ALL GRADE STAKES TUB ARKAY ENGINEERING INC: A REGISTERED LICENSED FLORIDA PROFESSIONAL STRUCTURAL TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS ENGINEERING COMPANY, DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION PER (FBC) SITE NOR PERFORMING ANY SOIL TESTING THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS: PAINT AND DECORATIVE ARKAY ENGINEERING INC $HALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY TO SUPPORT CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) THE BUILDING LOADS AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" TO ALLOW FOR INSPECTION FOR FUTURE FOUNDATION t SLAB - ON- GRADE NOTES TERMITE INFESTATIONS (PER FBC) BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS:, EXTERIOR WINDOWS 4 DOORS: ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 F.S.F. FOUNDATION LOADING, SLAB ANSI/AMMA/NWWDA 101/1-52 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE y SHALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY AND TERMITE POISONED SOIL CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER COMPRESSIVE STRENGTH OF 3000 P,S.i, 1,5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A -615, LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURE ANCHORING, RECOMMENDATIONS „ 05 REBAR , 30 FOR 06 REBAR t 35 FOR Ml REBAR TO ACHIEVE THE DESIGN PRESSURES SPECIFIED PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES ( AFTER FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE ELECTRICAL, PLUMBING, t MECHANICAL: EXACT STEMWALL HEIGHT BASE UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION r AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSE ARE REQUIRED IN ACCORDANCE WITH CHAPTER 411.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL A FOUNDATION SURVEY SHALL BE PERFORMED AMC) A COPY OF THE SURVEY SHALL BE ON SITE PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A MEET ALL APPLICABLE CODES, THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON STRING STRECTED FROM MARKER TO MARKER TO VERIFY REQUIRED SET BACKS ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. MASONRY WALLS: ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90 ALL ELECTRICAL OUTLETS IN BEDROOMS < FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER AND SHALL WAVE MINIMUM F'M OF 1500 P.S.I. "Am" CIRCUIT MORTAR SWALL CONFORM TO ASTMC -210 AMC) SHALL BE EITWER TYPE M OR S SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN WALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N,E,C, WITH ASTMA-615, LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR 05 REBAR 3o" FOR 09, REBAR AND 35" FOR 01 REBAR. SAFETY GLAZING: GROUT FOR THE POURED CELLS AND LINTELS SHALL WAVE A MAXIMUM COURSE AGGREGATE SIZE OF we" PLACED AT 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF 2000 P,S,I, ( WHEN TESTED PER ASTM C-IOI9 J GLAZING PROVIDE CLEAN OUT OPENINGS ( 12 SQ. IN. ) IN CELLS CONTAINING SPLICED REINFORCEMENT. WHEN (1) GLAZING IN SWING DOORS, FIXED AND SLIDING PANEL OF SLIDING DOORS THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT ASSEMBLIES (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WWIRLPOOLS, SAUNAS, STEAM TIMBER MATERIALS: ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS ALL TIMBERS MATERIALS SHALL BE AS FOLLOWS: THAN 60" ABOVE THE DRAIN INLET EXTERIOR WALLS SHALL BE CONSTRUCTED WITH I/2" PLYWOOD OR 1/16" O,S,B. (2-M-lU RATING) NAILED (3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE„ WITH SD NAILS SPACE AT 3 Or- ALONG ALL HORIZONTAL JOINTS AND EDGES, 6 OC ALONG ALL VERTICAL THE NEAREST VERTICAL EDGE IS WITHIN A 24 RADIUS OF THE DOOR IN A CLOSED �_ JOINTS AND EDGES AND 12 OC ALONG ALL INTERMEDIATE STUDS POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FINISH FLOOR OR WALKING SURFACE INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T, (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS — — — — — - — — — — — — — — — — — — — '= — — — — — — — — — - - - — - - — — PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED DESCRIBED IN ITEMS (2) AND (3) ABOVE , THAT MEETS ALL OF THE FOLLOWING MAXIMUM 24 OC. WALLS TO HAVE 1/2 GYPSUM BOARD EACH SIDE, WITH WALLS AT (A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT, GARAGE TO HAVE MINIMUM R-11 INSULATION (B) BOTTOM EDGE LESS THAN IS" ABOVE THE FLOOR (C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR I ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED AMC) APPROVED (D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY PRIOR TO REQUESTING THE FRAMING INSPECTION, OF THE PLANE OF THE GLAZING TRUSSES: DRAFTSTOPPING: I IF THE CONTRACTOR , TRUSS MANUFACTURE OR ANY OTHER DESIGN PROFESSIONAL REVISE THE IN SINGLE FAMILY DWELLINGS DRAFTSTOPPINGS SHALL BE PROVIDED ( PARALLEL TO THE MAIN TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS ARKAY ENGINEERING, INC IS REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE FRAMING MEMBERS) IN FLOOR / CEILING ASSEMBLIES SEPARATING USEABLE SPACES, DRAFTSTOPPING EXISTING CHURCH DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT SHALL BE CONSTRUCTED SUCH THAT THE FLOOR / CEILING ASSEMBLEY IS BROKEN UP INTO TWO OR MORE a APPROXIMATED AREAS WITH NO AREA GREATER THAN 1000SQ,FT, SOIL TERMITE TREATMENT: I TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMItICiDEB, INCLUDING PESTICIDES SS: ATTIC ACCESS: APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ, FT, AND WAVING USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. MINIMUM 30 INCHES OF VERTICAL HEIGHT, ROUGH FRAMED OPENING NOT BE LESS THAN 22"X30" INCHES, WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC IT SHALL BE INSTALLED' IN ACCORDANCE WITH 2O04 FLORIDA BUILDING CODE RESIDENTIAL - SECTION 111305,1.3 . I 50 CFM - - - - - 8X47><4, - - - - - /]A ATTIC STAIRS FR 25X20 R!CHARF L.IKIDDI= P.E, F4_ORL.4 Li^ENSE NUM( ER 312SC Y CERTIFY THAT T4 5Ll PLANS AMC)SPECIFICATIONS HERBE E PL D P WERE PREPAIED BY ME OKUNDER MY DIRECT SUPERVISION ARE IN COMPLIANCk, WITH CHAPTER 16, SECTION *O9 OF THE UI DI' CODF 7001 F 120.M H (3 CO GUST) THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE ' I ` , /� /� �{ I I � I I FLORIDAB L MG � . OR P SECOND AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND TAT Y AC FLAN 1/4 1 O WIND ZONE - 100 MPH FASTEST "SPEED AND THE ENTIRE 2001 EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE FLORIDA BUILDING CODE AMC) 200E SUPPLEMENTS m PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION m z In z u tn fu Z tn m a no ~ O W L► Z ON Ql � U wIn z Qm pi W 0 U1 < W O a.LL A U } aC] ry Q OIN m in I fU w In ui m o Jw C[)LL mLL 0 r- Ulto � co s m0 cs1cold V J z Q�1 zam Z lu 1� �Q �m p� w 0 U- 0 � u_ d) F- >A cN a Q1 ! CD _m Z O O � � z Q �N U m ILL IL N TOTAL AREA 580 $0, FT. FIG �OF4 ,4RIC,AY I�'� v NAN YA PLASTICS CORP, f�IVA - NAN YA PLASTICS CORP. PLASTPRO INC. '. - �� _ 4 - i :m a0 PLASTPRO INC. - - -. _ _ J7.50' M X. CA. I-.- FRAME WIDTH'.' -:- - ^�+ 1. - - - 9PEACH TREE 'HILL ROAD LIVINGSTON. NEW JERSEY 07039 - - `n �f £ i S u >; B 9 - - - 9 PEACH THEE HILL ROAD - LIVINGSTON, NEW JERSEY 07039 - 35. 75' MAX. D.A. ParvE� wIDrH i -' , n - s .. - - - R `,� R W Building Consultants, Inca - DISTINCTION SERIES _ 3L50" MAX. OVERALL FRAME WIDTH I psa= �• u N .; % a € s s y � o� i - PH. 800-779-056t FAX: 973 758 400t - L;�, y $ m i t? m, E S 3 - - - _ B Consult)ng and Engtneering Set vices for the Building Indust(}' C ; OPAQUE FIBERGLASS DOOR 'T INSWING / OUTSWING GENERAL NOTES- r' 1. this product has been evolualed and 8 in compliance with the 2007 Florida z o the i Velocity BD(Idi Code (FOCI structuraire requirements excluding e H el t oe C h n9 ( 9 9 g Y i I _ o Hurricane Zone" IHVH21, s - -- - 2. Product anchors shall be as fated and spaced as shown on details. Anchor - - embedment to base material shall be beyond wall dressing or stucco. j - 3 When used in areas requiting wind borne debris protection this product - complies With Section 1609, r2 of the FBC and does not require an impact �. a p resistant covering, This product meets missile level "D' and incudes Wind a > ' - - 'Zone 4 as defined In ASTM El996, i A. Far 2x slud framing construction, anchoring of these units shall be the some - - _ as that shown for 2x buck masonry construction. - 5. Site conditions Ihal deviate from the detoils of this drawing require Luther engineering analysis by a licensed engineer or registered architect.' m S d S P.O. Box _30 Valrrco. FL 33595 Phone 813.659.9197 1?acsimile 8133 754.9989 B a �aams � ° DISTINCTION SERIES = $ Florida Board of Piolessional Engineers Ccriificale of Authorization No, 9813 B I u E � 3101i x 68" OPAQUE FIBERGLASS DOOR 1� n c T INVQlAilnlr, / n ►TCIAitihi ; _ Product Evaluation Report t, I -I Vim' �"-� •-C° -.t: THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE- ,� FLORIDA BUILDING CODE EXCLUDING THE "HIGH VELOCITY HURRICANE - 'X. - , -�.� - Date: September n.. - - - -• <<a c» ZONE..gwpp3 ' 0, _t)O$ �+s 2.. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON • o I _ 20 _a - c - - - - - DETAILS, ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND yo - Product Category.- Exterior D00(S - - WALL DRESSING OR STUCCO. - 3.- WHEN USED IN WIND-BORNE DEBRIS .REGIONS. THIS PRODUCT- - - - - Product Sub -category: Swinging Exterior- Door- Asseniblies' - COMPLIES WITH SECTION 1609.1.4 OF THE FLORIDA BUILDING CODE: A5- - AN IMPACT RESISTANT PRODUCT AND DOES NOT REQUIRE THE USE OF - - - - - AN EXTERNAL IMPACT RESISTANT COVERING, THIS PRODUCT DOES NOT : _ - - - - Product Nante: Distinction Series Fiberglass Door Inswin /Outswill MEET THE REQUIREMENTS FOR ENHANCED PROTECTION OF ESSENTIAL. - - - g. - . z FACILITIES AS DEFINED. IN ASTM E1996.-- - 4. FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNITS - - z - -. - SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY Man U❑ facturel': Nan Ya Plastics COrpoiatiO- - - - CONSTRUCTION. - - J\ - - Plastpro inn - - - - - - - - - °.. 5. S�B�EC� TONS NOT COVERED BY THIS fURiHER ENGINE RING ANA�YSIS.ING ARE - - - SINGLE OPAQUE DOOR - - - - _-. 9 Peach Tree Hill Road - - : E Livingston, NJ 070.39 TABLE Of CONTENT - SHEETB DESCRIPTION ' 1 t 'col etevatbn, deg ressums, 3 annual rotes - 2 - Door onel de Cris - 3 Hodiontotcross sections - - 4 - Verlicol Cross sections 5 Buck and frame anchoring -2X buck masonry coma uc ion 6.. frame anchoring• IX buck masonry consWcTon - 7 BBI of materials 6 components INSWING 37.50" x 96.00" +65.6 -70.0 OUTSWING 37.50" x 96.80" +65.0 -65.0 w Phone'. 800.779,0561 Facsimile:973.758.4001 5 wrr: 9 17 D8 - ; TABLE OF CONTENTS sire N.T.S. ° SHEET - - DESCRIPTION- - : Ms, W, JK - 1 TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL NOTES oFm. r,, -- - ,VERTICAL CROSS SECTIONSLFS - 3 IBUCK & FRAME ANCHORING - - - - - .. - -- - FL-6234.1 i - - 14 - IUILL Ur MAILKIAL�, dr. L:VMYUNtNIJ -..I TYPE OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) POSITIVE NEGATIVE INSWING 37.50" x 82,00` +65.6 -70.0 OUTSWING 37,50" z 80.37" +65,0 -55.0 z cope, [Ills is a Product Evaluation report issued by R W Budding Cousultants, Inc. and Lyndon F. w,E a 13/06 Schmidt, P.E. (System ID # 1998 for Nanya Plastics Col Joration actInc-T s� N.T.S.' 1 T , Pl .pro Inc lased on Rule Chapter No. 9B-72.070, Method l d of the State of Florida Product Approval, Department of M. m: AEM alx. er: WWH - Community Afairs-Florida Building Commission. �r - : c R\'✓ Building Consultants and . K Landon F. Schmidt, P.E. do not not -will ac ulre tmanL,ia.l: sesar 9 - interest in the company ` inanufacturin Or distributin r the , , ! ) g 6 Te product ♦1 u1 any other entity rnvolw.e.d _ in the approval process of the Jroduct named - I aed herein. NAN YA PLASTIC This product has been evaluated for use m Incahons adhering to t �� S CORP. he Floridarloilda Building Code ( B 07 NAN YA PLASTICS CORP. � a - PLASTPRCO. INC. - - Edition, < PLASTPRO INC. -.. - - - 8 PEACH TREE HILL ROAD - - LIVINGSTON, NEW JLRSEY07OaA ' - - -i, . p' In :J:° ppr w i ' 1>n' _ :. 9PEACH TREE HILL ROAD � Ry. � A /� - � LIVINGSTON, NEW JERSEY _ - _ y See t)ra\�t'nld Nb,; FL-`1761/.l prepared by R W Building Consultants, .Ire. anti sinned and seaiFec : • ,,, , b - - � ! - by Lyndon - - ' - - 7. SL'MAX t.tr F,RAI I.� 7 if MAX. O\"R.SLi II-� - FRAFJE W DIH 'TAME F. Sclin - � - udt, P.L. (l L #? 4_,409) for specific use paranieteis. VJIC 711 37:50`i.1A%. OVERAU DISTINCTION SERIES GLAZED FIBERGLASS DOOR INSWING J OUTSWING L - irhis edu.^i has been evaluated and's it compliance Jdih Me 20:7 Ftcridc. But cNrp Cad: -< - - (FOCI sliucivmr sequifemenls excluding the "High Velocity Hurricane Zore" tHt H.:. - _ 2.. PToducl anchors shai be is listed and spaced as Sham on celgils. Anchor embedment to -.. - - base 'rateffal shall be beyond wol dressing c siJccor : - ,5 • 0 , - - 3 when usec in areas requiing wind borne debris proicclior This pfeduct k,equlred to Cie - 3 - - _ plolecled wllh o- impact resistant covering thel cirnp lies wrh Seclibr 1609.1.2 of The 2037 - - FBC - a 4. For 2x slud homing constrdcflon, anchorng a` these unils shall be the Sarre as li,ai show, - IUr 2r. truck: nUSUrII V' C.OtStfl.l.ilUn. _ _ - - - - r, T • 5. 9ecan lo.s t. d. 1 1 t s a oe t w from n e r .thedeLisctt a� as, r further n T dr Ing eol>ire IJ.Ihe engmae ng f - - JI kj l DISTINCTION SERIES FRAME YJIDM ' d uS GLAZED FIBERGLASS DOORS _ - I INSWING / OUTSWING o I , Lyndon F_ Schmidt, F.E. C Q a o o f L No. 43409 8 ti c v NOTES -. .. �z_S gas - Se L,tentber :0 2 0 . _ , _(( $ .GENERAL ! This proziuctl has been ev iuc'led and ,:n m, once w,ith Iu 2007 FloridaBuilding W�ng Cede IFBCI stvcfo requirements enVs excudmg tie Wgh Velocity Hurricane ZonejHvH2). - a a � .>y m+s - - - - • '. O-base o a uv1 2. Product onchors shall oe osllsted ano spaced as shown on delalls. Anchor embedment to- moteriol shall be beyond wail cressing or stucco. - - - x o - - Limitations a 3. When used in areas requiring wind borne debts protection this product is required to be �. < g a m - protected with an impact rersioni covering that complies with Section 1609.1.2 attire 2007 E i -FBC. .. For ?x _ludlramrng construction, anchoring of these units shalt be the same as That snewn for 2x buck 1. This product has been evaluated • • :i C T P It sled and 15 In 4UIlt hanCc, with rile 200 p 7 Flciida Building Cade t,FB� 1 - masonry construction.: - - N siructu-al requirements excluding the "High Velocity Hurricane Zone" (HVHZ). - - 5. Site conditions that deviate from the details of this drowino require h rtner annninaadnn I o - - analYas Dy 0ICOr�sed enspne s[ of leyisieled alfitilecl.. - - FUU LITE - _ 3I4 ll1F - ' 1 - analysis by o licensed engineer orregislered arcfbfed:' - - 9 - - - - - - --- i Product anchors shall be as listed and spaced as shoeihl on details. Anchor embedment its base f-' material shall be beyond w'ali dressing or stueco, 1 F O6ITENTS - - - - SHErT Y DES CRf?T70 - H - - eev f a Ions design YP� pr _:i:es`d genr:rd rat_. ' - ' - 2 Door panel ce I n _f055. _i a 5 d - Vertical cd cross `r - sectio:y. - i -Ito 1 ., d fr, me ax..erii � X b Ice nias,.nn rnnsh.!rtion I - -6 _F ma ohchengin buck osa av cons nFcicn Bil of mat?dal , glanng defoll 6, componen -' L3'LE`K.4LL OVER«L �� - 7: FRESSU9E jPSFJ.,. SWilJGt Ij ��AIE D L:�,r: _Gi�t�,,. ;flESgGN t) . STUN o tA: NS E bN '. T'r PE ! , T PtJS VE Tt E ALfYE':: '.so' L LITE _ 21. 0 ., 9 oe, + 47.0 -t 0 Ii ,i JV N 3_r#LITE _21A0" :6 3.00' -.• +47.0 47.( T. , .tLrl ., .. •9v- GI T%' ..o FULL LITE 21.00' x 79,00" +47,0. -47.0- OUTSWING S IN.> - 3r 4 LITE 7 ^ 21,OD" x a... 4r,0 47.0 Ms. �' I" 0 f I ° }. When ti I z y1 en used ul areas requiring � wind borne r w TABLE c ° 9 L tot e debris protection this product complies taiill Se4tioin � OF ONIENT _ _ r .. , P P I60.1._ott e' 3 9 h IB sE Candd e N ETE DESCRIPTION does not re 'I' • n •I require .7 r n tact e5' ! lstant c veril , o t hi d 1 9 T s c t ct r 9r [ _ - - I T ico cc ahcn des , : s YP a c sores. 6 general notes _ Pf - G 2 Door panel. detail - n. L a / I J Ua : 3 Horizontal ra s - o sections - -_ scie N Ta" 4 Vertical , enca c.oss sections oyr- e.: k 5 Buck and frame onchoring - 2X buck masonry construction - tix 4K - - 6 Frome anchoring - IX buck masonry corisinJction Bit of mate( air i . gfcang d2 o 16 components IC3VE ALL t s _ tsPsrstpRuP{P1 stvttr:P.., RAW TYPE 3 r m 7 - �%REN3It2Ft ..,D?CL., - 3tlitt-NS1C3N - 21.00" x 63,00" GI +50,0 -50.0 INSWING 37.50" x 82,00' OUTSWING 37.50" x 80.50' 21.00 x 63.00" +60.0 •60.0 g. r (nee s rrBBssT a P 0 ° level "D" and includes Wind Zone 4 as defined in AS"7'M E1996: s a,E 9208 4 i - For ya Stud tud framing constluclion, anchoring of these units shall be the sanTe as that shown for 2. buck masonry COLILIC[IOn. - sm LFS - o Arta cLltrLtnrvns alai ueviate [torn the cietatls of thts drawing require further engineering analysis. be a licensed engineer or registered architect 6, See Di'aw'ing # FL-4760.1 fo • ,a I size and design - � S Il reSSN. C c P 1 ratings. TT 1 OM n F - -/ 6_ I i 9c. .-. I\.' - .. uc\..a, cE EPS :S., - ,fL _N•a - ...-•-. ,.. ,- Tr HEAD 1AA35 13 SEE tJ0E 1MASON . �t _ OPENING OPENING s c P - .. - - �tm°o 9.g;a r 2LL -- - m C' HtNCE DETAIL Lyndon F. Schmidt. P.E. _AInJ i 1 FRAME 1 5 2x FL No. 4,409 -T - - BUCK . c W, 2.k BUCK m -September� , 0 a TYP s _ 0 _0 c - FASTENER - -6 INSTALLATIOIJ%�U c', �S' _ 1AT DETAIL HEAD & JAMBS - w <€ - -�- -L S� - -- -- - --- --- - -- .T - s. .,_ � , , .: _ ,- v, ,. u - - - SEE NOTE 1 r < W iX. BUCK to - i - z t R n, ss.>. 2X : 30 / INSTALLATION Y 2 P m uQ a BUCK }� Supporting ' �� o t><n Docume nts RA "r.8i 6 5 TYP. HEAD & 'zc 0 �! b JAMBS - - N n - " DOOR - SEE NDTE 3 - - " 2X BUCK-., - .� - : 6 FRAME _. - _ o avvijw - - - - - ♦ : , SF.E .•!•OTE 2 - MASONRY F- - >< z i8 )`o - - - I . Drawing No: FL 4760. I titled Distinction Series Q ac ue Fiber lass Door inswin �11 OPENING w MASONRY Opa( g g - -_ - - : - I. -/ - - OPENING z alo a "Impact" r - :-, - Jn D,= o V w Outswing Impact prepared by R " Building Consultants, Inc. Florida Board of rs, z _ i ♦_. o - o z Professional Engineers Certificate of Authorization No. and 9813). signed sealed by - I Lyndon F. Schntidl. P.E. ILIA lgiCN.6 DEADBOir DETAIL- ' 7 - - \ B 1 est : HINGES 3 r - - 3 n - " O LOCH EO ® 9.a6 , o I. Testing pet :AS fM E,30 0<, AS7 M L- 1 886-02 and AS TM E 1996-02 as eaformed by P - � - 40.71" AND 7T,955" FROM TOP : �.... - ,� .. ,:.. - - - - . <.. .. rrr - - . ,' r STRIXE JA.NIE . 1 .._ - _ oTesting Evaluation LabT I- _ _. : - - BUCY. ANCHORING : Nk1+ElArttf FRy.MEA rI, ca Nb __ , OF FRAME i0 CENTER - N ' C (Iat01 C'S. Inc.II1Cand reported in te9t D , u E .., , . ::'. "..number _004 07 I _ t�l b_ - _ - mkcrsann'""<X !?uc4 constnlc^'f1f OF HINGE. - .. -.:°.. Wendell - witnessed by Vi endell W. Hanev. P.E. BUCK AN CHORING - FRAME ANCHnRtN - - .. --,, - ' - - 2. Testing per ASTM E330-02, ASTM E 1886-02 and ,ASTM E 1996- e ' r;,i : p - 1 c - tutor ere screws rich, ,n ox. bu-k. require c Immnnuls I :_leolunca to .nus�. rrr eJg_s, a !-1/4. Inlnnnunr,:.en,b_,.Il,,enl J.,J a.nl ,. c uJ,ua : - - - - !.4 -M1.a ..see a >r g_. _ 4 - _ I - 0.. a, performed bl. n Testing Evaluation r e '1 E t atlon _ r'� n r ';In , Labu alai Les Inc. '7 ., r - - � � P ., urFme-,f . , n (Pie r v � :cn. slid r., > . i led 11 test _ concreteI P Lr -,rd e. PI ds1-Tn � g O I .t le ?Ol t. III ) 9. e , have different edge,, d t,r � � number _(04 0. �4 6S_9. f I SJ niter rrlay a .w I f I from a different h 9 � w I - sere HI 6o•i e equal can rote sc ..a- r Pr reps.Ss,Ds u ,- q I - ' at the carers ,av be o usledle o!the mu,:mvn'I alga distance fa aionarJo!nls, If concrete Ieca:+�ns ,_ f„J os ti!r,?.. Or,! CFt TcP, � must a ,idlLstt.a la n,a r,talo - _ rn mnlom < Witnessed by Wendell W. Haney, P.E. file ',hnurn e d '-f t , ar,! in s, addition t concrete' screws may be lequi, ed to ensure the masr,lvli„ ,, :r, enie, din le ,S:Gn is nc' c-xa=.r3ad. _ MT[. 9/ 10/08- nE mu edge dr> ante o n urf l a _ 0 -. ., -� '_ �..... .. D , _ I .-, n :. -, :,- . :• T. 3 �16. TAP i - • � �- .. r / J I � Ce rG mGS..n • edges. a I ,:..4 minimum, „mJ3dmcn.. CnC a min,nrilr 3 w<,afun�c,. a. o,iG. tr. , f. / CONS REQUIRE A MINIMUM 2 CLEARANCE - .. - - - - - - - - 2. 1.J4 ,ItA. concrete scions. oiicha.mg r: a,ne ana( Dr sl! regwreamintmtm21,2 cso.-an D •- ,. - _ _ _ ,_. ACE TO MASONRY EDGES AND A MINIMUM 2-t �4 C , - ' oas• - C_� - CaICU1a[IOIlS . , . i ... •- - , . 1: r .., . ,- . ..Concrete _. w' J CLEARANCE TO ADJACENT TAPCONS. - .. 01/i 3/O6 . - ' - _ .. ,� .• „ ,'.: , -.-. screws from different supPdei rnoy tiara JJf..ren. e,J e Jls. o,Ice Lnu cenle. ds.ur ut requB er„ants. sire - - - - - adjoueMconcrere,crsw,. 5_b>t!rtil,sl u(equalca.uelesuaW. o �'..� " ,. O _ ,: __ - 2. 1 4 TAP _ - - .. .. .. , .. _.' I , . I _ .,. CONS REQUIRE A MINIMUM SCVE � '. - '�- - '. , .c. tr n MAX CENTER" m, Ls.ed .:, on U 2 1 2 CLEARANCE - 1 Anchor analysis _ the " e t d�s!ance to molts, i.mts. 1. Ger•L.Ie!e shrew Inca I,ns n_te., as 1 X.... CE E _>t be aril _ / E TO MASONRY EDGES A. f _ - - I1 S S f01 lOadln C011dltf6n�, prepared, Signed �. Lyndon (if T'R Carnes may be OdJUSf-..H ;a ml.lnialn ihe..In�nlmVnl edge 1, - E ND A MINIMUM 3 CLEARANCE 70 ADJACENT rqP - � - - � - P P . ' gT1 � - ' and sealed b Ly ndp1T F. SCIRdiliEilE, .. .. , •, required . t , en ensure th mn a ,imurn on center dimension is not exceeoec: - SONS.. '°. In, - A£M - - -- - - mamtam rho minirruni edge d15fancC ie n,arrarJwr, ts. addlNal.ol concrete screws . ,oy be L 5 e e ar _ - P. J. WHEN ANCHORING DOOR FRAME ANCHORS A TX (NOT THEN ITEM E5 IS 5U85n7UTE0 !WTH ITEM r cwc m. WWH- >j`30 (.� 4 X 3-3j 4 EL 1ANCHOR THE QUANTITY AND SPACING OF ANCHORS DOES NOT CHANGE. SEE NOTE 2. -' )- - - - - D Other 1. Certificate, of Participation Issued bX National Accreditation & Management Cnt.._ P g , ceYET: i rtlfy mg that Nan Plashes C•orporahon, Plast 10 [Tic. is ntanutactul Ina inducts waRhFRe a quality assurance ro tam that complies with 1 , 3 � P g I SCE/[CC 17020 and Guide _... N �l AN YA PLASTICS CORP. PLASTPRO INC. ' 9 PEACH TREE HILL ROAD 0 °j Q LIVINGSTON, NEW JERSEY 07039. DISTINCTION SERIES GLAZED FIBERGLASS DOORS INSWING / OUTSWiNG -.. GENERAL NOTES _' - 1. This product has been evaluated and is in compliance with the 2007 Florido Iluilding oee(FOCII structural tr ctural requirements excluding the "High Velocity Hurricane 2. Product anchors shah be as bled and spaced as shown on details. Anchor embed tt men o base material shall be beyond wall dressing or stucco. - - - - 3. When used in areas requiring wind borne debris protection this product a - required IQ be protected with an Impact resistant covering that compiles With Section 16M.1.2 of the 2007 FBC, 4, - For 2x Stud framing construction, anchoring of these units shall be Me some as that shown for 2x buck mosorry construction. - - 5. Site conditions that deviate from the details of this drawing require further ' engineering ancAysis b a licensed on in It n 7 - 28 SEE DETAIL - -? \J '�,: ❑ m o E P ' -MASONRY - TYP. HEAD D1�7 ! JAMBS OPENINu� G ° S II - El 25 d if 13 ° Lvoclon F. Schmidt. P.E. 1 s FL No. t_. l09 n - - LATCHB DEADBOL7 Dt7All f �r - - - - - 1� > 7 m -ASTRAGALE' �C tC1111-C.r 1t� ...nQs FRAMIIj .. : , � � - P F -- . > �1 SHOWN FOR- ;i ar_ - - REEERErJCE II --------. -..._ - - - - w l Z Z ONLY I 7 �o I a.'; 2X BUCKSEE NO.E 2' �' 9 u •o �� - � l 1 vszo z SEEN NOTE i O 2 u, r SE IL n � 10 < 5 it I , ti d P 'BUCK ANCHO NG - - N -HINGE JAMB _ FRAME ANCHORING ASTRAGAL STRIKE JAMB HINGE DETAIL - - - Masonry 2X buck constriction - NOTES: - I. I I/4 E co Concrete screws onchonng 2x buck require a minimum i clearance to ed es. G I- I/4 z - Y g - 3 - - eeini um t - ., r or re OCT,!embe and o minimum Y tslar arc dmen ml r ce t da r screws. 9 ed h ec , . - um 4 cieo an o o cent concrete see s. Substitution / ,al z - - - - - g - FULL UtE, � 3/4 LITE � - concrete screws from d different supplier may hove different edge distance and center distance equal ' _ _ requirements, Concrete screw locations comers n t 1 t' • -- - o - - I o - a n o s of the core and as ragol locations may be adjusted to maintain - - V. - the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be E- - - - - I- 74.0C MAX OVERALL FRAME WIDTH.---�{ T--f- i r j i ,fir 3 9 7 X I X p< o o 0 -. i ; / 74.00" MAX, OVERALL FRAME WIDTH R o - q i 8 MASON OPENIN r :r yfn 0 o - 2X SUCI X X o ra o - : a NIUM }, pE5tlrtd lBE33UttE SF-s t� J tLv1N t F�t�L}C31t &LASS a .3 Tft'b .ET�SA7ISJ: 74-40" FULL LITE - 21.60" x 79.00" +37.5 - ,.. -37.5 INSWING m - 3/4 LITE 21,00" x 63.00" +37.5 37.5 98l(#i0•• Gl ia;imD'• - PULL utE 21.00^ x 79.00•' +37.5 -37.5 OVTSWING - x 3J4 LITE 21:01 x a3.00" +375 37.5 96: a^ or adjusted to maintain the minimum edge distance to mortarjoints; additional concrete screws may be .required to ensure the maximum on center dimension Is not exceeded, - 2. 114" ITW concrete screws anchoring frame and/or sill require a minimum 2-112" clearance 7o masonry edges, a - _ - DETAIL 2 - - - - - - - - a 1-114"minimum embedment and a minimum 3"clearance to adjacent concrete screws. Substitution of equal - - o. 1 q SEEN.OTE3� - - - ' -concrete screws born a different supplier may have different edge i - - SEE NOTE 2 - - - - 3 ! - pp y g distance and center distance f - � /l� o r requirements. Concrete screw locations at the comers and at asfra CI locations may be adjusted t maintain - T ✓ o - - - - - - - - z I g y 1 a f ` the minimum edge distance to mortarloints. if screw locations noted as "MAX. ON CENTER" must be - - - - adjusted to maintain the minimum edge distance to morlarjoints. additional concrete screws may be N.T.S. required to ensure the maximum on center dimension is not exceeded. - : - w*s: 9/25/08 - - - - - - - - arc. Imr JK i - / - .\ ... scntt:. N.T.S. F- ez - .. " u - - LFS - 3. 3/1d ITW concrete screwrsanchonng frame and/or silt require a minimum 2-5/8 clearance to masonry edges, - owe. - - - - - - - , ,. .. .. ,. rr 9 3 t SEE NOTE 2 V. JK - SEE NOTE 3 O - _ - - - 0 1.114. minimum embedment and 0 minimum 2J/4 clearance to adjacent concrete screws unless otherwise - noted by concrete screw manufacturer. - - - : N DETAlC I Insvnng conhguroflon - - - - DETAIL I- OUIswing configuration - CHI. er. LFS - - - - - - - - - I U tit fu ul z z � m m N o H-1 0 - O. ix Z.00 in J 7 N to m C7 �' UN ON u Qm IY 0 Q lL A U >- m Z CDN Q (nm NN Z =N ui m w a jfq r a) U. m0 i__ w LU 2 NO ■ L Underla ineni: 5tsndard'Slopogli2 333ritmlm or more; t)ndarle merit: Luw SiD s 2I12 illt2 iG7mm-33 'mnUm A Iicetloh of undeihi lent CdverrBeci tilt 'or II %p of and ila a t installed without Y' - R n A liretinnof uhd_rle men4 and cave Ilashn . Co I I dal tovpi he tl k with t to PP Y I! 1. r t t.1 4 t Ee P Y ., 9 D p P Ivrinkles. Use ml a dr h Wads Id h d d rl lv .n ) r , are u lit Bred by sf [ h 144, 1 rid Na medt as shown. Usa onl enou h n Its t t 1 I d '. me [ I Iai'e ' `pY isa u a a. ulodui alto n it n i ire YY _, Fi asC -r a h+i , • - A Ilcatldn dl eavd ilashin , Insta pa p f as n suu s OA M,te i I o o addn W at _ I d r I I Illu i t r s w d e a 1 r r I d m can d ' (. rp un4 cover h a.,. Use bl r d n o ea a rI I r s. t ny at A l e p cn 5 PP .. 9 g e I p -- -' � ' � Chimney Flashin Y I r 4 ) Vertical art Roaf to Vert W y g Wail Fla�hl SID ad ) .. I r 1 atlas tsh a =aYs m:.h caused tutelar b cks a I a t° d° k n 9l p thatch d StorniGuard' ak Barre n dca r lu r, b n be J e I d use on la er dt AF h4atana s Cur o atmn We then Wa rh o St ua Lea t� I p } g a t s G r. r prmG ! r �. r }: P . - - - - rip bphlnd Ice oi�,iiebns dams.-Eat=e,flashing must otarfiilip the roof ad'ya bi 3rR' (,OninlYai,d nartlel- Epde flasnmg must o rerhang'ihe of edge__bv 3,8' {igrnm) antl e:Raou ?•1 (61gmn.)i �'e., - - - - a a. r rrin aro 4" 1 bit re n *all Irie..'Ins. 'ektend 2 (6 gMm) ! d tl inside l I b9�dntltfie inside tt1311 line Nhere Ipe don s or del rs dams are trot expectetl. install 2-plies dT Fa,emmnq: a - � sla o N ,.l era,i ,�,.,,,•y ' - - Shin le-hAeta u ells u,Tenl- p rid l _, .. ... � - - Deck - _ H^L:ian:711nrd a•h N �j1R4 - ... ... a'r.tozrl mi - L.r swa Ca*n Wifaaa d,J uwdkpn f or a M.mr 1i ae5inml -4 war 2 la 6• l r 1 5` I, e'mm) hLr .. - hlNlnn,m1TGl�'tl` Iti1:r,rn to tObliin) PI $rdi Q ..'d' . Fti' line bpec, eea a 1 T - L ak BHRryY. - 1� (db0: m) I'� M> f Lot, BA rW. - d tame 1 y/: MOWN f` ' td e: tRbllCRde opt to .crfic:Al sue �) - �... - _ Fs-. nit• ?.- - r -ire- i T lic Hog t 14mm Se H 9.IA � n r" IY Nd: a1.P All Alerd ' u Pd' lRld m,l '...- lintic•laynlanl.' 2 (fi Writ) Side La is E Sl,in •-Maid - urnlarlHymeni. `a t� 14aal mt 44(102n.) End CHP (tRa RHhc a Idp nvrde - • S�bi"Can:w,l - Nnn9 ed da ia p d ,•,o air on ) 01 .» hy nnp •,; - - lidnlf 6rx - - - cubl -:HOW. . d ip edps:pn lap. iiirloP N ma,al tldp'r:YtF,_ _ Evt' dill -aide bi .06 - ..", .: ' _:: - Valley o tion-Clo Valley Construction-OpeFi - ,gnr�oc�ncng Fastening Imprc� uemer�ts o, n 1 � Illy C' natruti sad Cut Sfarter Course �yy First Course �� j a - - �+ A"I' dsshbwn. - S15rlaudcuntiiiugp'ith- lull st)inplp3l$id IustiwiUrlhesfpiler;cnursA.:Shiriplas,rn7ybe .:Wri,. Fak,ewe•ie:p. TIMBERLINE ,.,.. - PPY - .. � � .- .. ) .:, .,mrameJ'lirnin .. .van "lt I illrol, e1 inri M or n ht ldieit.0p.EiQT''la shin lusstraiohl a fire rgul smcsltirs pro t I ..i cabfld ai ,:g Y 95 _ SL�1l yf ,aiir rekaand ".a. /'�(.�.j( � , �. '• �: -' ': .....• ., ...:.. rnl.pdure ran e'atlSA an Inddlract'coltlr�lend on fhe rbOratld mat ddmage lap shidgias.Cl/ /l.I :� ' .:- ':. icyIn dp,erare¢hon illieila.ncm h � ... -... .. : „.. ^-v,. y : 5 ,I' •'- 5no.?ora.iti•th kl. C:<pa,{I w�':i;I 'ryl a . _. .:. _. ..> .'.v :t "'.,. .i8:. .. ltiawun..k1I1 :, y .F...,^v eu ,d?.� - ... m - :.. ::.I - % t.`3 YW'Z'},Q.+1n1-. ..: � ,. ^Igiw: I�Vl lql' 1 LES SERIES 3 %fluff ,�'RINSLE� � i �,� .b....r,. f�rw� ,tIRGLi�T€�TURAL SN NG NP„wrr«E n' „a:an i� `ud 4 rc 1=21 I 'i14 q1'- 1: : ` ,nN 1 ik.i[; ,.ale..., E. -Odp Edge: ,: .,. �F Oc '"'�t95f00 ,t1q :t;:. t:: 1 m irf pJ_�... �'° „IkiN, _'.-----•�—,�F5,iw4'�aw .. t.: ��- `�• Y M rk�h - - - - ;. a�•',ad4°. J ...:. x,r;a„d � .. r �-m""'�,xla• t .. - � ' t,. u.} .. + -,,� I ' - lo,i hull 9 t8d VY M �' e J L dge, 4 -! M1 Wit Jp9' W_'mr�,d lr;l: - - - tl11iV11 �s-.. uw Iw, � tic- 1/�j�®'" //�j /p+� f l ill -h6n rl F a'-11' im,M - The i robl Mi a e. _ flits (ta7n=ml nzh� r� Sr OsiC4 t r1i•!1. - Q>t..q v6 V,d per, y Owner fiC11 rat .Li Wn ;ii,am 3a Precaul onarY Notes; Re Roofln cJ(; . ,.... gg - i ) '' S en i dil le I lit r ier Q las ` soi • baUir� as Ball shingles. Because u1 tlre' natural if did a5i�halt SFrhjglas alit to I'@nidin Ih glade, nail ilnritl aQIIAO Iswe sweep IN ll'oftoil @lull- Tfnrb d Hall Ss !e,1h .g rs e . Waterproofing e s.. i § ....r. p. p, , . ... - .. .. . , :: - . . . : rb H Martel used, these shin lei will tie stiff In cold 'lea; replace with nett'; a!M ust halnre apnlYlnd fire riakV rddgng;svmeg the sl rtriyp clgan ai oil Wgse .. , oharentanstics of lax nl h gpnlit iyeterp a rip m d. pp r I - - b - - - n Id - - - - - CeWiS. Sirid4 ahY I fa u19Filips rndY shalt' llvUl( 11 Uitr now"shinglas, tip sure flip. ulidatWin� driinglAS Most ma ar sal le manuFacturers . Ucahon uistructlons too g gQ .. ... �p weather Ilexihle h. 11dt woat`ter; r � . 1 _Bgndlp5 should not lip flit, ppd an edyx npr should attempt be made to separate "shindies by prmlda a snroMfi ell ate Fusteiis!s must lie o uffiLi9lttd8ngth Lq pendhafe. the v)Adii'dack at least $ecandCourse t ThirdCoUi'se., r' od olio dU,er twv.Irstu'idnsio a, Iinto . . - . _. .: - :: , . [I pV r- u dies.: : .. 3!! {19mSn nrh.1 s .� n s �n s b. oak n ,over rid a Or Of e n . for fastener lacernent` Start and continue second ours: as sha:rn. trim 6 1.2nuni:hgni the pod 1hp innl sf 2i91unl) ltom fait flr_I shmofe n he a u St. then a rtlnue r,lth full I g e 9 A s - -. : � I n � . ( 1 - call e sit be btdkali ill cold weather nr their edges damaged m hot Nn(a: alimg�es p2.11. be applied nvarTredodshingle§ when. prycaUirQns.IFave pnan gakdn (o; pr! vide • • shingle, Pl7Snlon the shmgizs to thz second arld �uh,equenl courses flush tulip the wps acluss file tudf. 2. Hand e c I Fly fly. St Inplss cp 1 a Y _ t Win atterns .� a � weathers e. �rjle - sal for OW OffS,..,baS On fas �.. �ollhat.nle cutouts. Thl. results in i27mm .>; osure. GapUnuatwth tut! s.ldth'sbf lee Warrantyn r bi ed 9 p { ) f p shingles an:adceptdh[¢smooitt sWl'ade. Tlii$ lncludes:.cutting badkpidslim lee st.eavec'an reke9 3n ' c parallel I Wins ii :vr. '� 3 All a%Posatl'If!a[pfidl5. firdst Ile of Pilass A Np¢, ,'.. ., - .' Lpsiallmp now wogf.edpmp stripti as ndedetl.Makn suiiace $,nuMh and dsstieveldd arbdrfdtrips .• .r L eivies5 1hn_ E! S �Inkg a -chalk Nita about everyb uoulses fu chscl parallel a Ig I th - • '- -•" "' _ Store itn6cessa, . insta0 r30 Underla mans m roaintalil Class A-rptrng. V when tale real r , • lem IS`a [Material defectl P. 4. Sttirpgp 311ou1d he tg a uavere (, vanhlated area rgaxurl din .[&mpsrature 110,E (43 C) Sto ry - Y even p pav'ps. NOTE: Shptgles may he laid tram either boos.. _.• r ..-- an tldl sultace,pgd use t?ejglit equali�tlunhuards it pallep., are to be double slad:eil, .' . lei -or n Fit h it s de: start o dither alp .- _ t a d I az t aul e r „ 9 >; = H c - i 'n s i . o not slate near staahl This padlwi is sold:cellb: an pa less tIh4IFQ 1YARFNNTY anal. A ttpy;gl Nd LINKED iYARRAHTY 3iaiinQ: ks t re assurlh compliance with What ._.,,,_..:$liinglesrpustheplotecredtrnm.taAlherwhpnslga till-)aQ II a, .a 1at101't rejections- cycle officals and consultall s Wht� a e I I n s Navin 6 152n1i I Instal ){.ter ryt by. n /�e�( �y �r {r �+ � p edg ynl i s n gle 4 ( 1) � : G' p. pgips, radiators. etc:.' i1f Ih sunhpht. sit rolled Prdriuct must be stop air ends. lawns- and rs trrtlPa51S nit on rn! ahrJ Nita, r:nray be dtuained [ drrLGAF haulers Crk RNA , aret3Vel' festrlctive. manufacturer pIItationdirec[1Vea lflfllmedlramNike. a, q p ledmsr sshailDernet pxs p dl�. nit LislIFIATI&JAL122403 - :. ,. Irv, atcdni AM dsv[pllnnlo,n tin p' -dTif-d ap. da • - IMPORTANT: r leak o avold adverse ts, Including dl p wth.. *nw w s I e Mandatory rerimovaI and re -application of:'sliingtes—costing time and money '-� _ - : Repair s promptN 1 eflei' 1 In m d ro > - Mdxrril Cdraoral' ErIG The Solution... T Q �/+�r�°�] fall. I V Pro tV � GAF's eAended. approved Will these expanded fastener option fastener, placement area adversely affect wind uplift resistance? (5eE retfersc� tnr details), r1III Fourth and Aelpainingg Goursy.S, Hip and Ridge. - resultin - in: - - TrIni1T {d p ttlin).frgm first shingle fit 111e t:nursE, tlren conllnue rigr tuft shinglzs ar:ross Fos' single layer appim bon isdup and. iiopa slnngies and ap li Its Shb)vn To enhance - 9 - ' conclusively die root. Fifgi and subsequent cmlrsesrpppat lull slii/ii)Ir. uts[rucutiric Lnni Stei> 3�. - aPPcilni nea,,Usa GAF T14�1@EfiTEX lynp.tiurallp dl Tlf16ERiEX' Hip 8 filupe curers 201in- - UL testing //l11997 conclusivel roves that • Greater tteX/bti/. J 1- - y p f. eal ft 0;1 uieleis) w a double l verapplication of UfWarsal Flip & Ridge: For donhip apiAHlion, s - sLA with hi Is thickness of precut :Nip k Ridgp_sh+.ngles antl cnnlutu8 raulauldar vrlUl in fastener laceirerit nece the sh�rtcie ite>eelnnt P . C I F's new expanded fastener placement prevn thick wi it.d n same net a5 - ph . hdn st ,vm ! P y lugs away e i 'pas lit inch singles lii2'v - Ai Iir • r.. toss of pretnilmg wind duection. C1111.1en nsta a Ion �.d� se will NOT adversely affect Wind resistance white mafntaining highest quality e RL'(lifeeid r►sk bf un►ilQ essaly GAF's long-term field experience �,,3e (xak,re. rI&1SQ�r su arts fhe conclus' Mns of UL 997 testffi a dreP Cn and cos yrework pa g .�d,;. • . arRltlae n , .I all _ N FI LC -it, ' - Ndls (?24iiIN - I Thmlc - .FOsittl n) 1" I. Smrn)1 ml .ridh - fre:ll tmllwnlanttinil J, - i".12ein )r rrn n.dge - - WONYou�all Trust Ino0:11809..-from North Anwrica)sAargest Roofing Ma ufacturer'° - GAF p1RTER Af.� , GOAPORAT"C� 1 EXTERIOR RESEARCH & DESIGN, i_LC. Certificate of Authorization # 9503 ROOFING SYSTEMS EVALUATION: a' � `r� P~'I i I t f,' 353i CHRISTIAN STREET, UNIT # 13 TRN-�n t-t•.,) OXFORD, CT 06478 1. SCOPE: 4. PRODUCT DESCRIPTION: PHONE: (203) 262-9,245 FAX: (203) Z62-cs243 Product Category: Sub -Category: Roofing Asphalt Shingles 4.1 Royal Sovereign g Y gn Is a fiberglass reinforced, 3 tab asphalt roof shingles. EVALUATION REPORT Compliance Statement: GAF -ELK Asphalt Roof 'Shingles, as produced by GAF Materials Corporation, 4.2 Camelot, Capstone, Country Mansion, Grand Canyon, Grand Y Sequoia, Grand Slate, Grand Materials Corporation Evaluation Report 01506.01.08-'R3 GAF Mat p have demonstrated compliance with the following sections of the Florida Building Code and Florida Timberline, Timberline Armorshield II, Timberline Natural Shadow ,Timberline Prestique Grande, 1361 Alps Road, Building 7-3 F11-1012.4-•112 Building Code, Residential Volume through testing` in accordance with the following Standards, Timberline Prestique 30 / Timberline 30, Timberline Prestique 40 / Timberline 40 / Timberline Wayne, N7 O''470 elate of Issuance: 01/03/2-,008 Y Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth Cool Series, Timberline Prestique Lifetime Timberline Ultra and Timberline q / Majestic 3D are Revision 3: 02/03/2010 herein, fiberglass reinforced, laminated asphalt roof shingles. SCOPE' 2.- STANDARDS: 4.2 Slateline is a fiberglass reinforced, 5-tab asphalt roof shingle. This Evaluation Report is issued under Rule 96-72 and the applicable rules and regulat�,ons the use 'of construction materials in the State of Florida. The documentation submitted Section Property Standard 4.3 Seal -A -Ridge, Seal -A -Ridge Armorshield, Ridglass Hip & Ridge, Timbertex and Universal Ridge Cap are fiberglass reinforced, hip governing has been reviewed b Robert Nieminen, P.E. for use of the product under the Florida Building Code Y 1507.2.5, R905.2.4 Physical Properties ASTM D3462 220004 and ridge asphalt roof shingles. and Florida BuildingCode, Residential Volume. The products described herein -have been designed 1507.2.5, 1507.2.10, Wind Resistance ASTM D3161, sass F 2003 4.4 ProStart Starter is a starter strip p for asphalt roof shingles. _ to comply with the 2007 FBC and 2007 FBC Residential Volume sections noted herein. R905.2.4.1, R905,2.6.1 1507,2.10, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O05 5. LIMITATIONS: DESCRIPTION: GAF -ELK Asphalt Roof Shingles 3. REFERENCES: 5.1 This Evaluation Report p rt is not for use in the HVHz LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Entity )ant Examination Reference Date 5.2 Fire Classification is Assurance Agency noted herein. PRI (TST 5878) ASTM D3462 6AF-059-02-o1 09/02/2004 not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this namedproduct(s)M CONTINUED COMPLIANCE: This Evaluation Report is valid until suCf1 t fine as theos PRI (TST 5878 Cr ) AST D3462 - -02-0 GAF 080 1 2s zoos / / 5.3 product. changes, the referenced Quality Assurance documentation changes, Or provisions Of the Code that UL (TST 1740) ASTM D3462 93NK6295 11/29/1993 Wind Classification: relate to the product change. Acceptance of this Evaluation Report by the named client constltY3tes UL (TST 1740) ASTM D3462 99NK43835 01/12/2000 5.3.1 All GAF shingles noted herein are Classified in accordance with FBC Tables 1507,2.10 and agreement to notify Robert Nieminen; P.E. if the product changes or the referenced Quality 9 fY UL (TST 1740) UL (TST 17 0 T 4 ( ) ASTM D3462 ASTM D3161 OINK06632 OSNK9226 02/02/2001 05/21/2001 R905.2.6.1 to ASTM D3161, Class F or ASTM D7158, Class H, Indicating the shingles are Assurance documentation changes. TrinitylERD requires a complete review of this Evalurtion UL (TST 1740) ASTM D3161 01NK37122 12/18/2001 'acceptable for us in all wind zones up to 150 mph. Refer to Section 6 for installation requirements to meet this wind rating. Report relative to updated Code requirements with each Code Cycle. p R Y UL (TST 1740) ASTM D3462 OINK37122 12/19/2001 T: The Evaluation Report number receded by the wards "TrinitylERD Evaluated" may ADVERTI5EMEN p P UL (TST 1740) ASTM D3161 02NK12980 04/10/2002 5.3.2 Classification by this method applies to buildings less than 6o feet h' 9 high and with Wind Exposure be displayed in advertising literature. If any portion of the Evaluation Report is displayed, theln it 9 UL (TST 1740) ASTM D3161 02NK30871 09/09/2002 B and C only in an Occupancy Category of I or II. UL(TST 1740) ( ) ASTM D3161 03CA5367 03/11/2003 0/17/2 5:3.3 For buildings falling Outside the constraints in 5.3.1 or 5.3.2 calculations b a qualified design y q Ilhed • co of this entire Evaluation. Report shall be provided to the user by INSPECTION. Upon request, a copy UL (TST 1740) ASTM. D3462 04NK13850 06/07/2004' professional in ..accordance with UL2390 / f1STM 07158 / ASCE 7 may be conducted for the he the manufacturer or Its distributors and shall be available for inspection at the Job site at the UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 specific p project with data for the specific shingle. Contact the shingle manufacturer for data request of the Building Official. UL (TST 1740) ASTM D3161 04NK30546 03/10/2005 specific to each shingle. UL (TST 1740) ASTM D3462 04NK22009 05/06/2005 5.3.4 All GAF hip & ridge shingles noted herein have been evaluated in accordance with ASTM D3161, This Evaluation Report consists of pages 1 through 4. UL (TST 1740) ASTM D3161 04NK22009 05/09/2005 Class F. Refer to Section 6 for installation requirements to meet this wind rating. g UL (TST 1740) UL (TST 1740) ASTM D3462 ASTM D3161 OSNK27924 05NK27924 02/10/2006 02/11/2006 5.5 All products in the roof assembly shall have quality assurance audit In accordance with the Prepared by: aye"�j" tIL (TST 1740) ASTM D3161, ASTM D3462 06CA18077 06/05/2006 Florida Building Code and F.A.C. Rule 9B-72. UL (TST 1740) ASTM D3161, ASTM D3462 06CA18074 06/16/2006 rc ' UL (TST 1740) ASTM 03161, ASTM D3462 06CA35251 10/18/2006 6. INSTALLATION: c c -fahe facsimile seal appearing was authorized UL (TST 1740) ASTM D3462 06CA31603 12/01/2006 Icy Robert Mxminan, P.E. on 02/03/2010 1Uh,is does not serve as an electronically signed UL (TST 1740) ASTM D3161, ASTM D3462 06CA41095 - 12/27/2006 - 6.1 Underla merit: y - rI.M.Nlemfnen P.E. �FSS ��.,� ,document. Signed, sealed hardo alAdmnesbetnrand Robert 7 r �ou� transmitted """""`" enir�u UL (TST 1740) UL (TST ( ) ASTM D3161 ASTM D3161 07NK05228 06CA31611 03/13/2007 04jo4/2007 6,1,1 y Underla merit shall be acceptable to GAF/ELK and shall hold current FBC Approval, be 5916 Florida OCAANE1983 ' it=the Florida Registration No. 6, • UL (TST 1740) ASTM D3161' 06CA61148 04/09/2007 or Locally Approved per Rule 9B-72, per FBC Sections a507.2.3 and/or 1507.2.4. P CERTIFICATION OF INDEPENDENCE: ' - UL (TST 1740) _ . ASTM D3161, ASTM D3462 07CA31742 11/08/2007 1. TrinitylERD does not have; nor does it Intend to acquire or will it acquire, a financaai interest in any company manufacturhi,g or UL (TST 1740) ASTM D3161, ASTM D3462 08CA06100 03/13/2008 distributing products It evaluates_ 2. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates.. - UL (TST 1740) _ ASTM D3161, ASTM D3462 07CA55908 04/Ol/2008 - - 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products forwhich UL (TST 1740) ASTM D3161, ASTM D3462 09NK06647 08/01/2009 the evaluation reports are being issued. UL (TST 1740) ASTM D3161, ASTM D3462 09CA27281 08/27/2009 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process lag the UL (QUA 1743) Quality Control R21 Current product. UL (QUA 1743) Quality Control R3915 Current Exterior ResearchD and sign, L LC. Evaluation Report 01506.01.08-113 - ' - - Certificate of Authorization #9503 - - FL10124-R2 Exterior Research and Design, LLC. Evaluation Report01506.01.08-R3 ^.ertiflcate ofAutharization #9503 Revision 3: 02/03/2010 F1.10124-112 Page 2 of 4 Revision 3: 02/03/2010 Pane 3 of 14 ERID 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall compepy with the manufacturer's current published instructions, but not less than four (4) Fasteners per shingle in accordance with the requirements of FBC Section 1507.2 or FBC Residential Volume Section R905.2, with the following exceptions: ➢ Camelot requires min. five (5) fasteners per shingle ➢ Timberline Prestique Grande requires min_ six (6) fasteners per shingle. 6.2.2 Fasteners n rs and a f stener placement shall be Inacco rdancewith manufacturer's curre nt published installation instructions. 6.2.3 Where the roof slope exceeds 20 units vertical in 12 units horizontal (166-percent slope), special methods of fastening are required: 6.3 Hip & Ridge Shingles: 6.3.1 Installation of Rid lass Hi & Ride asphalt shingles shall co " g P 9 P 9 mply with the manufacturer's currentpublished Instructions it t with a minimum two 2 fasteners per idea d s n asphalt roofs ( ) n P P 9 FM cement. 6.3.2 Installation of Universal Ride Ca asphalt Shingles shall comply with the 9 P P 9 p Y manufacturer's curepublished r nt instructions 't its with a minimum two 2 fasteners e s r shingle. P 9 6.3.3 Installation of Seal -A -Ridge and Seal -A -Ridge Armorshield asphalt shingles shall comply with the manufacturer's current published instructions with a minimum four (4) fasteners per shingle. 6.3.4 Installation of Timbertex Ridge Cap asphalt shingles shall comply with the manufacturer's current published instructions with a minimumm two (2) fasteners per shingle and beads of - Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Urethane Sealant. 7. LABELING: Each unit shall bear. a permanent label with the manufacturer's name, logo, -city; state and logo of the Accredited Quality Assurance Agency noted herein. g. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9B-72 QA requirements. 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743 (847) 664-3281 END OF EVALUATION! REPORT - Exterior n r Research e ch and Desig n, LLC. 9 Evaluation Report 01506.01.08-1113 Certificate ofAuthorizatfon #9503 FL10124-R2 Revision 3: 02/03/2010 Page 4 of 4 0 i. 0 RI 10 In fU LL 0 fU 1111 M in ru In M d LL LL I I i nil IR II [ I '� I I I --- l f 1:.1 I , I I , .1 gF�11'19T11�FT"T 1'll1 ✓j TI 'fF' - rn �� JBuilding u 7 1 (� y -Inc.v in fy z In .SOFFIT AIR FLOW TABLE � � V ►' � �.Lll\..Ll�g Consultants, lllF� � tlI AIR FLOW AIR FLOW @ Air 111 . - - N\\\\.z ...F f SOFFIT TYPE - SOFFIT TYPE g _ ®\ U FREE now xFREEFLOW FREE FLOW %PREEFLOW Ui' - m Consulting and Engineering Services for the Building Industry ,,i o. o - -ACM - \\\\�\�\ �AREA 94 AREA AREA E4 ARF4 = h Q' O R.°tT R�CfT 4e rx _ P.n. Box 230 Valt co, FL i3595 Phone 813.659:9197 Facsimile 813.754.9989 - O n Cn Z 00 - - z O W 1 \�✓/ - \\\\\\\ tl 6 - D NATERRROf IT 4444 - *�\\` J ,; ° 4�4444 125 Florida Board of Professional Engineers Certificate of Authorization No. 9813 s [i \\\ PATTER„ 3.91 2.T1IO h m '04P 44444®44 Lmr F n Li D AMERICAN CONSIRt1CTION METALS \\\\\\ \\\\\\ t I $ FULLOEr a oo®om�oo 8 a m UN NARROU' 4 z O PATTERe 11.T4 8.16% 1� FULLVENT 11.TA 6.16% O�m��4 Z p " Iff C 6 o PATTERN COOO j'j O� L LL \ Q Y1 \\\\\\\ \\\\\\\ C 8 U 5140 West Clifton Street \\\\\ \\\\\ a 8 s Tampa, FI. 33634 0�� 0�� 9 e v 0040 0 0 0 0 0 r^ a M a a a ~ ,�r� m FULL VENT WIDE FULL VENT WIDE NA C V 1 3.69 2.66% 444004 y° F < °"A�°°°� -{ Product Evaluation Report W PATTERN 3.69 2.56 % PATTERN 'C J �o\\ E 004044444 OA \\\\\\\\ 440004 0 0� $ Q 11 11 "QUAD ^ 11 \\\\\\♦ U!-1 D 4 \\aaa 44 n n n n n n A O TRIPLE 4 & Q 0 - - _ \ � a 1.54" 44 - LOUVER PATTERN (FULL SCALE( - _ _ _ Q O O 4444 - 444440 (LOUVERS FORMED IN SAME Z ODN ALUMINUM SOFFIT zk� i.T' 1.25° 000v00004 DIRECTION ASRIBS) � Report No.: FL 12019.1 R1 Q OlN iRIPLE 4 (T41 v�i �z .02" 14-01210I15'THICKi r ¢ -� 44444444 a 0155 0155' TI Cw40040 E o P I N r4-014L013s'THICK) z m I I rl I 76" 0000 Z m Date: March �l_.2009 Z 2tu F� 4",6" OR 8" 0� 0.380" y ¢ W 1(1 R1 V. 4444 VIE W"A-A"14 zSCALEI a - - Q r: GENERAL NOTES u s f\ 444404 ¢ _ D LU c o n FASCIA n "J"CHANNEL `�' 44444444 fYl FULL VENT . WIDE PATTERN 6 a Product Cate or Panel Walls UI � U 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH ( 1 c �. "F' CHANNEL a \ O O y W N LL O �J Aluminum Alin 444444444 �-1-J (Louvers formed in some ° p° o - fu LL THE 2007 FLORIDA BUILDING CODE EXCLUDING THE "HIGH VELOCITY NI-l"'11, ` a a U Aluminum 44114 Direction os ribs) O p0®\ LL HURRICANE ZONE". �� o;� 444440 0 °°\°� °\ a a m 0 \.` \v� °o°° °\ Product sub -Cate o Soffits 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON ����33"RIB (SYM COVERAGE (REF) 0 04 °0t'\°° p4\\ . \�` \d\� COVERAGE(REF) I 33" �-+ RUNOU11 7 ° p°° p°\ DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND \\\\\\ °j/ s " , ( WALL DRESSING OR STUCCO: \�. �\o°p \� •01.73" s" 00p0 Product Name: `Triple 4" & Quad 4" Soffit 1 3. SITE CONDITIONS NOT COVERED BY T O151.R. 125 _ _ THIS DRAWING ARE SUBJECT TO \\\\m\ � � \� \ � ±� 031 LR. .42" f ° FURTHER ENGINEERING ANALYSIS. omaa�aao\ ' �;!���,� z `n . 40 a ao •07'' M L0 0 0 0 0 f1 �� ®Op4goo°°° o® Manufacturer: American Construction Metals 4. WOOD/CMU WALL CONSTRUCTION, BY OTHERS, MUST BE DESIGNED \\\\\ \\ \04� p�p4� \p�o� 0 4LO 00 West MCNab Road PROPERLY TO RECEIVE LOADS FROM THE SOFFIT AND/OR 2" X 2" .66. j [] 0 [] 0 0 0 o°4p°° \\ - Fort Lauderdale, FL 33309 BATTEN STRIPS, 0000\♦ N a .. .33" 33„ 0 0 0 0 0 \\\\\\\ 0 0 0 OA \04 a Ph. (954) 970-9999 RIB AND ENO DETAILS - - - - 1100QOOOOOOOa p0°4 LL \\\ \ 12"COVERAGE LOUVER PATTERN % _ !MCI CI (LOUVERS FORMED IN SAME- 8 TABLE OF CONTENTS \\\\ ` 4" PITCH 2 5)8" W DTH AVAILABLE FOR LOUVERS DIRECTION AS RIBS( \0\\4 0°\\ O - - \\\\\\ \1 \ I - \ \ g" SHEET/ DESCRIPTION \®`°\"\ `�j �'� ^ � � ®\mo °O\0 � Scope. This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. \\\\\\\\ \\\ \ i o °°\° 1 Typical elevations, & general notes N` . M Schmidt, P.E. (System ID ## l 998}for American Construction Metals based on Rule Chapter No. ¢ \\\\\ �� z i 0.388" $ 2 Panel detail \\`\ 6 TRIPLE 4 PANEL mo,°°o p° Z 9B-72.070 Method 1 d of the State of Florida Product Approval, Department of Community 3 Soffit detail and design pressures Affairs -Florida o ission. sc+tE: N.T,S. 69" (REF) 16.00"COVERAGE � p0�p°� �°\° pO\ DATE 01 O1 09Building C � Build Commission. 4 Soffit detail and design pressures owo. eYi JK t.1 DWO. BYt JK - VIEW "A -A" N z SCALE( Sit N. T. S. - !l 5 $offl► detail, design pressures and bill of materials - QUAD 4 Q4 a 4.00". PITCH - 2.62" - WIDTH AVAILABLEFOR LOUVERS - °4m \\\ pO° " CHK. III* LFS ... 3, . � PP. 7 PLSI°° D � p4O0a THK. �; LFs RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial ' - Q-4-012 1.0115" THICK) DRAWING NMI - ' a 4-0I+ Lol3s THICK a �- 5 6 FUII VENT NARROW VENT o :I. N \ DRAWING NO, FL-12019.1 0 -� ���� (Louvers formed in EDme dlreCaDn DE TIRE) interest in the company manufacturing or distributing the product or in any other entity involved ° FL-12019.1 P g 5 n 5 QUAD 4 PANEL in the approval process of the product named herein. - - This product has been evaluated for use in locations adhering to the Florida Building Code (2007 --- Edition). d by R Building Consultants, inc. and signed and sealed See Drawing No.: FL 12019.1 prepare W DESIGN PReSSURE (PSF) L rndon F. Schmidt P.E. FL P 43409 for specific use parameters. MATERIAL N SINGLE SPAN LENGTH SPAN ROOF OVERHANG y P DESCRIPTION POSITIVE NEAfIVE` p a b' } ) ITEM _T ALUMINUM ° ROOF OVERHANG - 1 FASCIA .0215" THK• AL. 3105 - H 14 SEE NOTE 2 ro SPAN"A" .. SPAN A..,. d m s^ .. +70.0 141.0 r W R ROOF OVERHANG ALUMINUM. � 8 _ 2 J" CHANNEL .0155" THK. AL. 3105 - H24 ? _ - ALUMINUM . � a � . o-'� 3 EL .0155 THK. AL. 3104 - H19 II - : D ROOF F CHANN 0" +60.0 -40.0 ROOF a Lyndon F. Schmidt, P.E, 05 ALUMINUM (< d FRAMING FRAMING � � � 5 QUAD 4 PANEL lot 15 OR .0135 THICK AL. 31 ROOF SEE DETAIL' B' ° P, ; I �, - _ _ m e � 4 FL No. 43409 � K AL. 3105 ALUMINUM I (SHEET 3) m - .c § 6 TRIPLE 4 PANEL (.0115 OR .0135 THICK) FRAMING 12" +50,0 50.0 : A P E Mar , 9 7 #15 x 1-3/4"TRIM NAIL $,$. i ALUMINUM ALUMINUM v Z i 6 March 3 200 8 18" GA. X 1/4" SS STAPLE '/8" MIN. EMBEDMENT STEEL z FASCIA - WOOD I I n d I TRIM / j 1 14' +385 38.5 FASCIA 9 a a \Y° E mdd ° tT - I / ° Vi----_-___-_ = 76" +30.0 -30.0 -------- - - - - 10 APA e C GROUP I EXT. 15/32" PLYWOOD OR BETTER. $ i ---- - -- ° I - 7 CMU OR ` CMU OR j J j - STEEL € c g soFFIf _____ L _ _ SOFFIT WOOD NOTE: W000 1 i .097' DIA. T-NAIL W/ 5/8" MIN. EMBEDMENT] E 3 _____ CMU OR u -- - --'-- FRAMED 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED FRAMED i . W000 0 _� BY THE ARCHITECT OR ENGINEER OF RECORD 12d X 3-1/4" FRAMED DETAIL " E " DETAIL ' F " DETAIL " G " T 2. 12d COMMON NAIL OR 3/16" ITW CONCRETE SCREW H.D. GAVL STEEL IX2 VERTICAL CONTINUOUS ( MIN. 1-1 /4" EMBEDMENT) 4 24" ON CENTER DETAIL" E " PF 1463 Sheet i' of 3 DETAIL ' H'. BATTEN CL z o COMMON MIN. ®24"O.C. FRAMINGISG>0.42) 12dX3-04" SPAN " SIDE VIEW - SINGLE SPAN W/F-CHANNEL SIDE VIEW - SINGLE SPAN W 3-CHANNEL a� W/ 1-3/4" MIN. FJY1B. ATTACH W/ 2-8d H.D. GAVL.. STEEL COMMON NAILS COMM OA NAIL @ 24" O.C. SIDE VIEW -DOUBLE SPAN W BATTEN O (Shown w/ truss/framing overhang) (Shown w/ truss/framing overhang) TOP TO ROOF FRAMING W/ 1-3/ ' THIN. EMB. (Shown w/ truss/framing cantilever) m am m o0 w �o �1 / TRIM NAIL ATTACHED - � � z B � THROUGH FASCIA STAPLES INSTALLED ® S2 Q ... w � 16"O.C. MAX. 1TO•C. (INTO WOOD) _ � o oLI`jo a / IN J-CHANNEL SLOT B o o OR T NAIL O 12 O.C. c STAW,L 5 INSTALLED ® _ y STAPLES INSTALLED @ 24" O.C: (INTO WOOD) 9 END yiiF PANEL AND ON F-CHANNEL LEG OR T-NAIL 412" O.C. STAPLES LOCATED (INTO WOOD a a STAPLES INSTALLED ® --- -- B" M•AX. O.C. . a NOTE: (INTO WOOD OR MASONRY) 24" O.C. INTO FRAMING OR MASONRY) Id 9 END OF PANEL AND - - - - - -- (SEE DETAIL D) Y FOR SQUARE CUT OVERHANG, 9 m -- - ---- 9'MAX. O.C. f SPAN „ A m TRIM BOTTOM OF FASCIA FLAT ROOF OVERHANG " 1 AGAINST PANEL 1 1T plporting Documents h -- (SEE DETAIL DI : DETAIL I sHDETAIL 1L„es 1t B 5 a ( ) N e n' u n - ROOF SEE NOTE 2 u 7 STAPLES INSTALLED ® Z DETA IL N 5 6 ;.., FRAMING / 12"O.C. (INTO WOODI O TWIN SPAN ;.1 ., ( gES1GN,PRESSURE (PSFj I C - ,- IN F-CHANNEL SLOT OR T-NAIL _-_ _-----_ - A Drawing . GIONTINUC1liS BATTEN, I v ----_------__ W[ -.;. CrA I a Iz O.C. L 7(FloridaBoard Of pslriv4 N ...aIY : J a 1. Dr wing No. FL 12019.1 prepared b R W Building Consultants, Inc. (Fl rida s�__r g P P Y g (INTO WOOD OR MASONRY) Professional Engineers CertificateAuthorization No. 9813 signed and sealed b + -70.0 ----- --- ---� E gof A )� Sn Y 8 8 16" 70.0 / I I 1 Lyndon F. Schmidt, P.E. 19° +66.5 -66.5 - (INSTALLED- ------ ____---__- f z == g � STAPLES @- rn i II i CMU OR END OF PANEL AND 8 11 20" +60.0 60.0 11 FRAMED a a ) B Testis 8 8"MAX. O.C. �--- -- i 2 p g g g ALL E, --------� - 5 10 - I, Testing per ASTM E330-02 AS perfon-ned by Testing Evaluation Laboratories, Inc. and as - 22" +54.5 -54.5 -.. DETAIL "I" _ : - 1/8^MAX.' t G 6 Z lie"Mnx. 11.MAX. Z reported in test report TEL 01190073, signed and sealed by Lyndon F_ Schmidt, P.E. 24" +50.0" 50.0 DATE 1 9/09 i%8"MAx. DATE 1 I scAm N.T,S. 5 scxE N.T 1 NOTE: SIDE VIEW- DOUBLE SPAN W/BATTEN owD. aY: JK DETAIL" E DETAIL" F'I DETAIL G " DW0 e?: JK I �3 REF. 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED J REF. - - CHK. IFY: LFS t _ ,rINEER OF RECORD (Shown w/ truss/framing overhang) cHK. 9Y: LFS - -. BY THE ARCHITECT OR E1 c F Channel J Channel °RAYA"c Not t Calculations 8 O.C. MAX. 5 "ITW CONCRETE SCREW DRAYAN No FC1SCIa FL-12019.1 l 1. Product anchoringfor tested specimens as substantiated by tested specimens reported in 2. 12d COMMON NAIL OR::3Y16 I,iix q 24" ON CENTER FL-12019.1 P �� n (MIN. 1 I/4 EMBEDME ?tl , _ _ li test report number TEL Ol 190073. DETAIL D 5 P a 2. Additional product anchor analysis for loading conditions prepared, signed and sealed b P Y g P P €n Y Lyndon F_ Schmidt, P.E.FM C Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that American Construction Metals is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FM FL No. 43409 March 31, 2009 Limitations I This product has been evaluated and is in co 2 P compliance with the _Q07 Florida Building Cede (FBC) excludingthe "High Velocity Hurricane Zone". g 3 n ' 2. . Product anchors shall be as listed and spaced as shown on details. Anebor embedment to base material shall be be3rond wall dressing, stucco, foam; brick and other wall coverings. g g 3: Site conditions not covered by drawing FL-12109.1 are subject to further engineering analvsis. 4. Wood/CMU wall construction, by others, must be designed to receive loads from the soffit and/or 2" X 2" batten strips. 5. See d`' �� drawing FL_ I2109.1 for size and design pressure limitations. EXTERIOR RESEARCH & DESIGN, LLC, Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 5.3.3 Use of the wind load performance worksheets is limited to wall height less than or equal to 30 { 3 j PHONE: (203) 262-9245 feet on Category II, enclosed buildings. For buildings having conditions in excess of these FAX: (203) 262-9243 parameters, a qualified design professional shall determine design pressures in accordance with FBC Chapter 16 on a project -specific basis for comparison to wind load resistance data in EVALUATION REPORT accordance with ASTM D 5206' and Annex Al of D 3679". CertainTeed Corporation Evaluation Report C10040.04.09 5.4 All products in the wall assembly shall have quality assurance audit in accordance with the FBC FL12483 803 Belden Road Date of Issuance: 04/28/2009 and F.A.C. Rule 9B-72. Jackson, MI 49203 6. INSTALLATION: SCOPE: This Evaluation Report is issued under Rule 9B-72 and the applicable rules and regulations CertainTeed vinyl siding systems shall be installed in accordance with ASTM D 4756 is' and recommendations of the Vinyl Siding Institutes", subject to the Limitations / Conditions of Use noted in governing the use of construction materials in the State of Florida. The documentation submitted for the under the Florida Building Code. section 5. has been reviewed by Robert Nieminen, P.E. use of product The product described herein has been designed to comply with the 2007 Florida Building Code 7• BUILDING PERMIT REQUIREMENTS: sections noted herein. As required by the Building Official or Authority Having. Jurisdiction in order to properly- evaluate the. Vytec Vinyl Siding Systems installation of this product. DESCRIPTION: CertainTeed Each unit shall bear labeling in accordance with the requirements the Accredited Quality $. MANUFACTURING PLANTS: LABELING: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 9B-72 QA Assurance Agency noted herein. This Evaluation Report is valid until such time as the named product(s) requirements. CONTINUED COMPLIANCE: changes, the referenced Quality Assurance documentation changes, or provisions of the Code that Q ' g, QUALITY ASSURANCEENTITY• relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Architectural Testing (QUA1844) Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation (717) 764-7700 vsi Report relative to updated Code requirements with each Code Cycle, ev�'vr_afct�tst.cofn ADVERTISEMENT: The Evaluation Report nurriber preceded by the words "Trinity I ERD Evaluated" the Evaluation Report is displayed, then _ THE TWO -PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - may be displayed in advertising literature. If any portion of It shall be done In its entirety. D5206-96(2002)e1, Standard Test Method for Wridfoad Resistance of Rigid Pok(Yinyl Chloride) (PYC) Siding, © ASTM. INSPECTION • Upon request, a copy of this entire Evaluation Report shall be provided to the user by M D3679-05, Standard Specification for Rigid Poly(Yinyf Chloride) (PVC) Siding, @ ASTM. the -manufacturer or its distributors and shall be available for inspection at the job site at the "D4756-06, Standard Practice for Installation of Rigid Pok(Vinyl Chloride) (PVC) Siding and Soft, © ASTM. request of the Building Official. "Complete information on the Vinyl Siding Institute can be found at vwvv.yirZklsid,�o:�g. This Evaluation Report consists of pages i through 3, plus a 2-page Appendix. Prepared by: - • M1y - ..- ,.ten The facsimile seal appearing was authorized b Robert Nieminen, P.E. on 04/28/2009 t Y t3f _ This does not serve as an electronically signed been •�@ ' } document, signed, seated hardcopies have Robert J.M. Nieminen, P.E. gal°iO � t `'ti transmitted to the Product Approval Administrator and Florida Registration No, 59166, Florida DCA ANE1983 to the named client CERTIFICATION OF INDEPENDENCE: Exterior Research & Design; LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it 1, a financial interest in any company manufacturing or distributing products it evaluates. acquire, 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. Robert Nieminen, P,E. does not have nor will acquire, a financial interest in any company manufacturing or 3. distributing products for which the evaluation reports are being issued. financial interest in any other entity involved in 4. Robert Nieminen, P.E. does not have, nor will acquire, a • the approval process of the product. ' Exterior Research and Design, LLC. Evaluation Report C10040.04.09 Certificate of Authorization #9503 FL12483 Date of Issuance: 04/28/2009 Page 3of3 :" ti n ..., PANEL WALLS - SIDING EVALUATION: 1. SCOPE: Product Category: Panel Walls Sub -Category: Siding Compliance Statement: Vytec Vinyl Sidling Systems, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1404.9, 1465.13 Specification ASTM D3679 2005 3. REFERENCES: i Entity Examination Reference Date ATI(TST1558) ASTM D5206 01-37056.01 04/14/2000 ATI (TST1558) ASTM D5206 01-45281.01 05/23/2003 ATI (TST1558) ASTM D3679 VSI Certification Current RADCO (TST1987) ASTM D5206 RAD-2095 09/01/1998 RADCO (TST1987) ASTM D5206 RAD-2251 05/01/1999 RADCO (TST1987) ASTM D5206 RAD-2366 11/01/1999 RADCO (TST1987) ASTM D5206 RAD-2660 11/01/2000 ATI (QUA 1844) Quality Control ATI QA Program 04/24/2009 4. PRODUCT DESCRIPTION: This Evaluation Report covers rigid polyvinyl chloride (PVC) siding produced by CertainTeed Corporation in a variety of profiles and surface textures / colors. This evaluation is limited to the specific product trade names referenced in this report subject to the Installation Requirements and Limitations / Conditions of Use herein. Brand Product Profiles Thickness Vytec Accord 8 Sin le 8 0.045" Accord Premium D4.5 D4.5DL 0.042" Accord Premium Pkis D4.5 D4.5DL D4.5DL 0,044" Accord Standard D4 D4DL D4.5131- 0.040" Board & Batten Single 6.25 ` 0.044" Eminence D4.5 D4.5DL 0.046" Nantucket D4 D4DL D4.5DL D5 0.040" Prestige D4.5 D4.5DL D5DL 0.044" Proside Bevel 8 0.045" Proside D4 D4.5 134.513E 0.042" S. LIMITATIONS: 5.1 This evaluation report is not for use in HVHZ. 5.2 Vinyl Siding is limited to Type V construction 5.3 Limitations relating to wind load resistance are outlined in Appendix 1. I-d f t -for yin I siding are limited to mi11/2"1'" long (min. 3/4-inch 5.3.1 unless otherwise no a as ene y penetration) x 0.125" shank diameter x minimum 3/8" head diameter galvanized roofing nails. 5.3.2 Unless otherwise noted nails shall engage the stud framing members. Exterior Research and Design, LLC. Evaluation Report C30040.04.09 Certificate of Authorization #9503 FL12483 Date of Issuance: 04/28/2009 Page 2 of 3 v FLORIDA WIND ZONE COMPLIANCE WORKSHEET, h < 30 it, Category 11, enclosed FBC Section 1404.9, 1405.13, ASTM D3679-05 VYTEC Wind Speed (mph) 3-second gust d � N Product Profile Ma). Nall Spacing Nail Engage Design Pressure (PSI) 90 100 110 120 130 140 ISO OK OK OK OK OK OK OK B OK OK OK OK OK OK OK C Interior Zone 4 OK OK OK OK OK OK OK D Accord 8 Single 8 16" o.c Studs 80 OK OK OK OK OK OK OK B End Zone 5 OK OK OK OK OK OK OK C OK OK OK- OK OK OK NO D OK OK- OK OK OK OK OK B OK OK OK OK OK OK OK C Interior Zone 4 OK OK OK OK OK OK OK D Accord Premium D4.5, D4SDL 16" D.C.Studs 78 OK OK OK OK OK OK OK B End OK OK OK OK OK OK OK C Zone s OK OK OK OK OK NO NO D OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK C Zone 4 OK OK OK OK OK OK OK D D4.5, D4.SDL IV D.C. Studs 144 OK OK OK OK OK CK OK B End OK OK OK OK OK OK OK C Zone 5 OK OK OK OK OK OK OK D Accord Premium Plus OK OK OK OK OK OK OK B OK OK OK OK OK OK OK C Interior Zone 4 OK OK OK OK OK' OK NO D DSDL 16" o.c Studs 70 OK OK OK OK OK OK OK B End Zone 5 OK OK OK OK OK OK NO C OK OK OK OK OK NO NO D OK OK OK OK OK OK OK B OK OK OK OK OK OK OK C Interior Zone 4 OK OK OK OK OK OK OK D Accord Standard D4, D4131 D4.5DL 16" D.C. Studs 80 OK OK OK OK CK OK BEnd OK OK OK OK OK OK C Zone 5 kOK OK OK OK OK OK NO D OK OK OK OK OK OK B OK OK OK OK OK NO Cinterior OSB, Zone 4 OK OK OK OK NO NO D Board & Batten Single 6.25 16" D.C. Plywood 56 OK OK OK OK OK OK OK B and/or Studs End Zone 5 OK OK OK OK NO C OK OK OK N0.4- NO NO NO D OK OK OK. OK OK OK OK B OK OK OK OK OK OK OK C Interior Zone 4 OK OK OK OK OK OK OK D Eminence D4.5, D4.SDL 16" o.c. Studs 128 OK OK OK OK OK OK OK B End OK OK OK OK OK OK OK C Zone 5 OK OK OK OK OK OK OK D ER C10040:04.09-i EXTERIOR RESEARCH DESIGN, LLC. CertainTeed---FL12483 FLORIDA WIND ZONE COMPLIANCE WORKSHEET, h < 30 ft, Category 11, enclosed FBC Section 1404.9, 1405.13, ASTM D3679-05 VYTEC Wind Speed (mph) 3-second gust L .2a 0 X Q N - Product -. Profile Max Nail Spacing Nail Engage Design Pressure (P5� 90 100 - 110 120 130 140 ISO OK OK OK OK OK OiK OK B OK OK OK OK OK CKOK C Interior Zone 4 OK OK OK OK OK O}K OK D Nantucket D4, D4DL 134.5131., D5 16" o.c. Studs 80 OK OK OK OK OK CK OK B End Zone 5 OK OK OK OK OK OK OK C OK OK OK OK OK OAK Iv0 D OK OK OK OK OK CK OK B Interior OK OK OK OK OK O OK COK Zone 4 OK OK OK OK OK OK OK D D4.5, 134.513L 16" o.c. Studs 144 OK OK OK OK OK OK OK B End OK OK OK OK OK OK OK C Zone 5 OK OK OK OK OK OK OK D Prestige OK OK OK OK OK OK OK B OK OK OK OK OK CK OK C Interior Zone 4 OK OK OK OK OK OLK NO D DSDL I6" o.c. Studs 70 OK OK OK OK OK OK OK B End OK OK OK - OK OK Ode. iVO C Zone 5 OK OK OK OK OK C+O M1.` NO D OK OK OK OK_ OK CK OK B OK OK OK OK OK OK OK C Interior Zone 4 OK OK OK OK OK CK OK D D4, D4.5, D4SDL Ib" o.c Studs 78 OK OK OK OK OK OK OK B End OK OK OK OK OK CK OK C 5 OK OK OK OK OK 77­1one NO NO D Proside OK OK OK OK OK OfG OK B ' Interior OK OK OK OK OK CK OK C Zone 4 OK OK OK OK OK CK OK D Bevel 8 1 e D.C. Studs 80 OK OK OK OK OK CK OK B End OK OK OK OK OK OKOK C Zone 5 OK OK OK OK OK o4K h1O D a = 10% of least horizontal dimension or 40% of height, but not less than either 4% of least horizontal dimension or 3 feet. C4) /iieS.4 y � lu W z Z O in N i m o0 00 N n I UN 0 o 01 i }� 0 (N mm � =N U Ulm Jw PJLL rn L- 0 PGT Industries -- ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED - MIAMI-DARE g MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEFGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 5. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 BOARD AND CODE ,k.IDMiNISTRATION DIVISION Miami, Florida 33175-2474 alith marked of aluminum single tiling along w -up drawings and installation diagram h T (7s6> 31 s-5-25gD F (7a6> 31 s-2s NOTICE OF ACCEPTANCE (NOA) window (1/8" aim, IG), prepared by Fenestration Testing Laboratory, Test Report No. www.miamitlnda.eov/bnlldine/home/n t PGT Industries FTL-4657, dated 07/09/05, signed and sealed by Eduardo Largaespada, P.E. 1070 Technology Ibrive (Submitted under previous NOA #05-0.105.01) Nokomis, FL 3427-4 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 SCOPE: 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 This NOA is being irs!sued under the applicable rules and regulations governing the use of construction 3) Water Resistance Test, per FBC, TAS 202-94 4 Forced EntryTest, per FBC 3603.2 (b) and TAS 202-94 ) materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepte 4 by the Board of Rules and Appeals BORA to be used in Miami Dade ) County and along with marked -up drawings and installation diagram of aluminum single hung s other areas where als�wed b the Authority Having Jurisdiction Y tY g indiction (AHJ), window (1/8" temp. IG), prepared by Fenestration Testing Laboratory, Test Report This NOA shall not be valid after the expiration date stated below. The Miami -Dade -County Product No. FTL-4656, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E.(Submitted Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve under previous NOA #05-0105.01) the right to have thus g product or material tested for quality assurance purposes. If this product or material 7. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 fails to perform m theaccepted manner, the manufacturer will incur the expense of such testing and the AHJ 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 may immediately re-oke, modify, or suspend the use of such product or material within their jurisdiction. 3) Water Resistance Test, per. FBC, TAS 202-94 BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 Control Section that this product or material fails to meet the requirements of the applicable building code. This product n athe Wied as described herein, and has been designed to comply with the Florida Building along with marked -up drawings and installation diagram of aluminum single hung (1/8" ann. IG), by Fenestration Testing Laboratory, Test Report No. Code, including the I=lagh Velocity Hurricane Zone. window prepared FTL-4654, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. DESCRIPTION: S,er•ies "SH-600" Aluminum Single Hung Window - N.I, (Submitted under previous ArOA #05-0105,01) APPROVAL DOC a LENT: Drawing No. 4032-20, titled "Alum. Single Hung Window, Non -impact.", 8. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 dated 09/21/05 with ;,•¢vision C dated 02/16/07 sheets 1 through 14 of 14, prepared by manufacturer, signed 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptmee number 3) Water Resistance Test, per FBC, TAS 202-94 and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 None along with marked -up drawings and installation diagram of aluminum single hung LABELING: Each unit shall bear a permanent: label with the manufacturer's name or logo, city, state and window (3116" temp. 3/16" anti. & 3/16" ann: IG), prepared by Fenestration Testing following statement: "Miami -Dade County. Product Control Approved", unless otherwise noted herein. Laboratory, Test Report No.:FTL-46.53, dated 07/07/05, signed and sealed by Eduardo RENEWAL of this f*OA shall be considered after a renewal application has been filed and there has been Largaespada, P.E. no change in the appll=able building code negatively affecting the performance of this product, (Submitted under previous NOA #05-0105.01) TERMINATION oft his NOA will occur after the expiration date or if there has been a revision or change in the materials, use, amd/or manufacture of the product or process. Misuse of this NOA as an endorsement C. CALCULATIONS: of any product, for saj,-,s, advertising or any other purposes shall automatically terminate this NOA. Failure 1. Anchor verification calculations and structural analysis, complying with FBC-2007, to comply with any secaion of this NOA shall be cause for termination and removal of NOA, prepared by manufacturer, dated 12/05/06 and l0/l 5/10, signed and sealed by Robert ADVERTISEMENT,- The NOA number preceded by the words Miami -Dade County, Florida, and ' ` L. Clark, P.E. followed by the expiration date may be displayed in advertising literature, if any portion of the NOA is 2. Glazing complies with ASTA4 El300-04, displayed, then it shal be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its D. QUALITY ASSURANCE distributors and shall be available for inspection at the job site at the request of the Building Official, 1. Miami -Dade Building and Neighborhood Com liance Department C). This NOA renews NOA # 06-1211.07 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. ___ Manue z, P.E. The submitted documaotation was reviewed by Manuel Perez, P.E. Product Cont oI E miner NOA N --1101.03 Expiration Date: January 26, 2016 Approval Date: January 27, 2011 MIAMtIJADE COUNTY NOA No, 9 0-I 101.03 �MII� Expiration Date: January 26, 2016 E - 2 Approval Date: January 27, 2011- , Page t 531/e"MAX FLANGED W D7H EVAT SEE DLO s TAIBLE .J� - SEE DLO TABLE (MAX.) I (ALL EL ION DETAILS) 52 1/8" MAX. I.F. WIDTH (ALL ELEVATION DETAILS) 75" AX. 715, MAX. ( 76. MAX. I.F. I A A I.F. l.F. p HEIGHT SEE OLD j HE[ HT SEE DLO C-� HEIGHT ABLE O �// Q TABLE O 7 A 78' 76" MAX. 76" MAX. FLANGED FLANGED FLANGED 1 88 7t18" HE[,HT HEIGHT HEI HT MAX. SEE DLO a SEED 0 SASH cE L S SEE HE! HT TABLE X ? IWO E 4 TABLE x / NO 4 48 i/4" MAX. VENT DLO (ALL) DETAIL B DETAIL C DETAiL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) g - E IRODUCr RENEWBiI p ¢umph•Iag with flak had& 7S„ 75" MAX. I.F. LF. SEE DLO HEI HT E + HEI HT TABLE //�j SEE DLO / W MAX. TABLE O 78" MAX. FLANGED FLANGED HEIGHTLl HEI HT SEE DLO TABLE X SASH SEE DLO TABLE X j SASH HEIGHT HAE QGHT DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) 49 5/8" MAX. FIXED DLO (ALL) 0 X 9nidlogcodo - - Bapinlbn On 110 MII ch i t Pllrea4lcr u�vrssu r wa wba slis ph" - MMWgcoao AeogWa No tGpllatba IOW NOTES: 1. SEE SHEET 7 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 9 FOR CORNER DETAIL VIEWS, 3. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE INFORMATION. - 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS S A C) ARE BASED ON A THREE OVER TWO FORMiAT, F.K 2H&D7 C NO CHANGE THIS SHEEP '+ram tOTa OKOMIS, FL Y 76 RG ELEVATIONS Z F.K.' 9A4D7 B NO CHANGE TWS SHEET NOxOMdi, FL 7112Ta � >� F.K 1 f/27A7d A ADD IMMORAL FIN VERS/O CHO. NOTE t P.O.Box iaz9 - ALUM. SINGLE HUNG WINDOW, NON -IMPACT R a L CIa44 P.E. .F. NOICOMIB, FL 84274 1RSIb¢y Betaer a"'" - O1p"° PE #39712 FJ6 7/4ro6 J.J. 9121106 ti1b00 NTS B r 14 4092-20 C spuaurol VERTICAL DAYLIGHT OPENING DETAIL FMID LITE LOW SILL I HIGH SILL A 34 1/2" 34 3116' B 41 5/8" . 41 1/4" C 41 1/4" 40 7/8' D 52 5/8" 62 II/W E 52 1/4" 52 5/16" SASH DETAIL LOW SILL, HIGH SILL A 341/2" 343/16" B ' 27 7/16" 27 1/8" C - 27 7/16" 27118". D 16 3/8" 15 314" E 16 3/8" 15 3/4" TABLE 4. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2, Drawing No 4032-20, Sheets 1 tlu'ough 14 of 14, titled "Alum. Single Hung Window, Non -Impact", prepared by manufacturer, dated 9/21 /05, signed and sealed by Robert L. Clark, P.E. B., TESTS I. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of .Proview aluminum single hung w/integral fin (3/16" temp), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4886, dated 03/16/06, signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA #06-121 L 07) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-04 along with marked -up drawings and installation diagram of aluminum single hung window w/integral fin (3/16" temp,), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4959, dated 07/19/05, signed and sealed by Eduardo Largaespada, P,E. (Submitted under previous NOA#05-0928.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" temp. & 3/16"' ann.), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4655, dated 07/08/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under previous NOA #05-0928.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 3) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" ann. iG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4658, dated 07/15/05, signed and sealed by Eduardo Largae'spada, P.E. (Submitted under previous NOA#05-0928.0.3) Maneuel Per , E. Product Control am' er NOA No. 10- 1.03 Expiration Date: January 26, 2016 E-1 Approval Date: January 27, 2011 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 28.603 34,803 1 0,60$ 1 46.8 1 62.603 58.603 1 84.603 76.000 ANCHOR TYPE; p cc�ip"'O�OCC%r8NO' ZU U Uz p U U OCJpC�O p U U zprj 0 U 0 U OC300NO�Zp.v8NO p U U 0 U U -OrtOpN0 p U U 0C4pat'pz`-O p U U WINDOW GLASS WIDTH TYPE $ U .: U U U U y U U -S U U 3 U U U U; c3 n B,D,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.126 H,J 1 2 1i2 1 2 2 2 1 2 2 2 2 2 2i2 2 2 2 3 212 212 2 3 2 2 2 3 2113 2 2 313 313 2 2 3 F3 3 f 4 313 313 A4C,E,1 --1 .1 ... ....2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2111 11212 2 1�2 2 2 2 2 2.2 2`2 2 3 2�2 2.2 2 2 2 2 212 212 2 2 2!2 212 2 2 2 2 2 3 2r2 2 2 24,000 B,D F,G H,J 1 1;2 t 112 1 2 2 1 213 1 1 2 1 2 2 1 2 3 1 212 1 213 1 3 3 1 V2 1 3i3 1 3 4 1 2 2 1 313 1 314 1 2 2 1 3;3 1 314 1 2 2 1 3 3 1 4�4 1 313 1 413 A, C, E,1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 1 1 1 1 2 112 2 2 2!3 112 2 7 2 3 2 2 2 3 3 3 2 2 3i3 2 2 2 2 2.2 2 2 2 2 212 2)2 2 2 2 2 2 3 2,2 2i3 PSF fill fill B,D,F,G, 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 32.D00 H,J 2 2 2 2 2 2 2i3 2i2 2 3 2.3 2 3 2i3 3 4 2'3 313 3 6 2(3 3 4 3i4 3 3 3l4 3 4 3 3 3 4 4 6 3 3 4l4 A,CEI 1. 1 1 1 1 1 1 2 2'2 2 2 2 3 2 2 2 3 2 3 23 313 2 3 Z 2 Z13 2 3 2 2PSF f03 117 lie, B,D,F,G, 2 1 2 2 1 2 2 R±3" 2 2 2 2 2 2 2 2 1 2 2 1 2 37,000 H,J 2222222323333)42331436233143Y6334�4463344463"'--CEO 2 2 1' - 2i2 2 - - 2 2 2 213 1 213 ... 2 313 2 .-2 3,4 23 2 31,4 2 2 3 1 213 2 2 3 2 _-27-2 213 1 _ 2 2 1 .....— 7 3 1 ...._.. 2l3 1 .T 2 21313 1 .... __ 1 -_ 3 4 1 _._3 212 313 PSF 95 108 120 119 B D,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 40.000 H,J 2 2 2'2 2 2 3`3 2I3 3 3 3 4 2'3 3 4 3 5 3.3 3 4 3 5 3 3 415 315 3 3 4'6 4, 3r3 4 3l4 4 5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2'2 2 2 3'3 2 3 3'3 3 4 213 3 4 3 4 213 314 2 4 2 3 3 3 2i3 2 2 2j3 2r3 2 2 3 3 3 4 2.2 3i3 PSF S7 1 99 1109 fill B,D,F,G, 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 2 3 2 2 3 2 2 44.000 H,J ................. 22212223l323333143i93,4353!341448314415315334164533454164451 . .. ... ...... ......... _ .. i ................:.... 1 A C,E,I 2 2 2 2 2 2 2 2 2 2 213 2 2 F3 2 ![:3 2 3 4 2 2i3 2 314 2 3 4 2 213 2 3`4 2 314 2 2r3 2 3'3 2 2T3 2 2 3 2 2'3 2 2 4 2 2 3 2 3�3 2 3 4 2 2i3 2 3 4 PSF 79 119 90 100 113 114 119 B,D,F,G, 2 2 2 2 2 -2 3 2 2 3 2 3 3 2 3 3` 2 3 3 2 3 3 2 3 48.00D H,J 2 2 2t2 2 2 3 3 2 3 3 3 3 4 3l3 3)4 4 5 314 4j5 4 6 3�4 4l5 4r8 3 4 4 5 418 3 4 4 5 5 T A 4 5i6 ACE1 2 ............._ 2 ............ 2 2 _. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2I2 2 2 2 Ti2 2 3 213 213 3 4 213 3 .� 3 4 23 3'4 3"i 218 3r3 lid 2 3 313 2 4 2 3 3 3 3 4 2i3 . 3f4 PSF 72 118 82 1 90 1 103 103 lie 113 53.126 B,D,F,G, H,J 2 2 2 2 2 2 2 2 2 3 3 3 2 2 3 2 3 3 3 3 4 2 3 4 3 3 4 3 3 5 2 3T4 3 4�5 3 4 6 2 3 4 3 416 3 4i8 2 3 4 3 4 5 3 4r8 2 3 4 3' 5 6 3 5 7 2 4'S 3 516 A,C,E,1 _.2... 2 2 2 2 2 2 2' 2i3 2 3i4 2 3 4 2 213 2 3.4 2 3 4 2 2 3 2 313 2 314 2 2 3 2' 3 3 2 3i4 _2 2 i.3 2 3 4 2 3. 2 2�3 2 3j4 �EXTERIOR INTERIOR ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGH (ALL HEAD AND SILL DETAILS) 1- FOR 1. FOR ETE APPLICATIONS IN COUNTY, USE ONLY COUNTY SUBSTRATE: W NDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 6, 17.126 22.668 28.211 CONCRETE ANCHOR OVEROONC APPROVED U4' TAPCONS 1/4' SDADE 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM DISTANCE ANCHOR TYPE: 33.764 30.296 44.838 50.382 K51 MIN. CONCRETE (SEE NOTE 1) 2x WOOD BUCK WOOD ANCHOR T CONCELCORETE ANC:Md10RT0 CONCRETE EDGE 1513/4". EDGE11 2. FOR'!MOOD APPLICATIONS IN MIAMI=DADE COUNTY, USE #12 STEEL SCREWS OR WINDOW GLASS o ` QQ a Z r a �: O O N Z pp f Z p p a p a Z O U ZZp O 0 nl 0 N Z- U O p Z7g- cv FO O U N Z U r Z O U y Z Z3.36 NOTE 3) (SEE NOTE 2) (GB) 1/4" 4 CRETE-FLEX. WIDTH TYPE S U t9 U tl U U tltl 3 U U U O U p O O(SEE U 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IARE BUCKS WHOSE F 119 1191 t •- ; �, > 13/li"MIN., 1l4"TAPCON TOTAL. THICKNESS IS LESS THAN 1 1/2"• 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE B, ' 1 . - • . •, . _1 1 _ _.,1 1 1 1 1 1 13/4" MIN., 1/4' CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS ARE 1 1/2" H J 1 1 2 2 3 3. 3 4 5 .......! OPTIONAL 1 x - i 3!e` THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 19.12b G WOOD BUCK j� MIN ENGWIEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. T...... 1_ i 2 3 2 3 2 8..... 3..... 3 d.... 4 9 4 5 (SEE NOTE 3) �I _1' - 4. FOR ..4'TTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF A,C,E,I 1_ 1.._ .,1 _ .._ 1 1 _ 1 1 1 1 . 114` 8083 T'S AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE 1 lip 2 lye _ _ S 3 it -.5.-_ 4 '•' MAX• 1/4" TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT B, D,S 1 SHIM MAX' SHOIii #tJ IN THESE DETAILS FOR 2z WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET H J , 1 1 „1 2 :.. )..._, .I 1 _. -. 1, _1 ., ,,,1__. ] ... I 1 1 1 1._.. 1... ..1. ?.... _..:, SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. WTHESE CRITERIAARE 24.000 2 3 5 3 5 4 DETAIL A DETAIL B MET: THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS t3 i 1 "`2 ; . TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. 6 ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. A,C,E,I .............._ 1 i ' 1 1 '2 1 ` 2 h 1 $ 2 1._ '2 1 ` $ 3 4 4 1. • 3 � 'J• 4 1... 5 - 1......._1..: 'J 3 5 1. ........ 1 . ...).:...._1 e 8. FLAT 4EAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. P8F 01 1 3ills S 4 d 3 4 4 ' 1 114" MIN. -�i N" 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS H J 1 2 2 $ »3 _,1 ,• .. 2 .. _ . • 1 .:.. � 2 .. •, 1, .., 2. "e 1/4' MAX, SHIM I-o—' 1/4" MAX, SHIM` I OF FBC, CURRENT EDITION, SECTION 2003.8.4 32 � 8 � 4 x 5 4 6 B 4 8 8 , 7 _.,, --1 ^{ (SUPPLEMENT 2006), G 22 A,CEI .... .._1 1...,... 1 1 1 CONCRETE ANCHOR, WOOD ANCHOR, P3F 91 4 2 9 _. y r PH BELOW MEETING PH BELOW MEETING , D, 1 2 3 2 RAIL. (SEE NOTE 2) RAIL. (SEE NOTE 2) H J { 1 1 Z......». ....2 .. _3 $ .... 4 4 ..... 4 ..._.. _. Z.,......... 7 ..,..... .... ... 3.35 KSI MIN. CONCRETE ' 06WRLM MM - 37.000 � � '4 3 'J 3 3 it $ - � 5 4 5 — .... - ....,.....9 T OR MIN. .. - IIM!TERIOR ateampljl�wW4YaNy(I� - 9uldlDgCod4..- - -.. � A,C,E,I .__.....1 1. 2._.............E 2 ,.„1 ,2 .......3......4...4.....5.......4_...4......3..-- 1 2 2­.. 1 2 1 2 4 - - . .. (ALL JANIE DETAILS) - EXTERIOR AscptaaceNo�. PSF S.. _ 5... 4 ...1.....a - ...� ix BUCK OPTIONAL WITH SOLID CONCRETE (� P.xplro Dab 1{a '! 3 .....:2 - SUBSTRATE (SEE NOTE 3) S1 H. J 1 1 1 r2 I ....L. ..... 4... ...- .. B ,. . 8... .. 8,... 5.. 6 :........ e DETAIL C bETAIL D Mbmr P4a41w1 . Dirirr 40.000 G 1..., 2 ...1, ..{ ..:2 - 2 . 3 3 2 3 4 .... .....:4._. , 8..... 6......8.,..... 2. g : _...._ .:.� . . ..:.........8...... TYPICAL FLANGED JAMB ANCHORAGE A,C,E,i ... { . R........ ........ 2.. 2 _ 2 .s ..g.... 2., 3 4 . 4 ..._,..... 2 2 . 8 _. 2 4. 2 ....S' 2 ...5_.. 2 4 ....3 ...4 2 , ...... PSF 80 10 MAX. 1. _ ..,.,� ...'F SHIM I 1/4' H J T 1 2. 3: 3 $.. ri 6 5... . 6 7 7 6 `..... WOOD FRAME MAX 44.000 Q 1 2 1 . L........2 _....2.....2 .... 2 S L.....4 .4... _.. 3 ... 8........ . tl _.... b 2 4.... 3 -3 3 3 2 ...2 ... 2 2.; 2 .....2 WOOD FRAME _rSHIM ra4u cr4ivbw A,C.E,1 ? _. ................. g..._... 2.._ 2 2 DIA. MIN. 13 ,. waompyfeaMra41at4Y� 9uldiagcob - PSF 1 i......i.. 2,. .2.. 3 '�'.... 4 ..... ....._ S .....5. 4 .. 4...:... E.... ._4. - 2 21!2"NAIL, fIT 8; 0 8 2 131"DIA. MIN. AT CORNERS H J ^ 'T -L _ _ _ 4- .� -4_. �" 6 - 2 8 -V 3 2 3 NAIL, 112"CORNERS AND S' O C. .� 48.000 Q- 2 2 3 2 3 T AT CORNERS AND 8 O.C. WOOD FRAME GIrY1M A.C,E,II-T- 1......1._. . 1........,�....._2... 2 _..2 5.... -_ S .. 5.... 4 ....4 ......,_ 2 - 2 ...5.. 2 S......8 .._ 2 8.., ....8.......�,.... 2, 5.. . 8 ..., 2 ...6. 131" DIA. MIN. PSF 63 .�_ '3 4_. .2 _. 3_ a -. 2 2 4 MAX. x 2 1/2" NAIL, i;: SHIM AT CORNERS AN 6" O.C. 53.125 HJ 0 I.,..L_.._.......2 ....,� 5.......5. .5......A....... ..4. .._35.......6... .-S.. ...$ 2.....:8 ._�3............�.. DETAIL F, (HEAD) DETAIL E. (JAMB) DETAIL G, (SILL) /f f i 1 L...:..2.........._ . »Z.......L_:..., .2 .. ..5.» 4......4:.....4 3. ....4....,..I 3 5... 5.........5.. 8.... 2 5... S TYPICAL INTEGRAL FIN ANCHORAGE (�_ A c,EJ ... 2 8 .... f 4. --2 . 4. FJC V1Ag7 C NOCHANOETNrBAHEEr a..i+w AK vl"y C NOe1wlltiE7Hr9SWET oa.ea.. - -Raw 1AWr - S 9PEGFYFBC 1070IS"OLOOYDRwE CURRENTEDITTO NOT'E7. NOKOMIO,ASId7aMGM ANCHORAGEDiTAIL$ - - ^ h/ - - - F.. 2A1 --B 12Tilb a=A1TALIOIZEDPL/641T1EDSawmDMOD.NOTE6 +97D TelotnoLOOY 9arve NOIOMIa,FLa4e7a �I ANCHORAGE +r, ALUM. SINGLE - F.K i1ro7ATa LM g B EN - ALUM. , IANOLE HUNG WINDOW NON -IMPACT F.K 1 A AN rY ar&,, P.O. r laaa $ _ NVK6iA PL 34274 Vi7elby Bettor. +M1 +t orle T. nrp wo - F 7/4w INd1rod DowNOxOM19,FL84274 sxeoo N7 F.K.7//n)6 J.J. Sn1Ae8 BHepd NT5 14 a 14 4092�-20 C ANCHORAGE NOTES: 1. ANCHOR TYPES; 1 - 1/4- ELCO TAPCONS 2. 114" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS, HEAD - IS 1/2" MAX FROM TOP CORNERS JAMBS-171/2" MAX, FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS B" MAX. BELOW MTG.' RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR UAN ITIES USING Q TTllE-DIMENSIONAL CRITERIA OF NOTE 2. 4. DESIGN PRESSURE LIMITATIONS: 31ZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD, DUE TO ANCHOR SPACING LIMITATIONS. OTHERWISE, THE MAXIMUMI DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. RODUCTR6NEW6D ae complying wiA tho PlaeHi 9uldina Cade @ P �bno Nat 0 .05 8y Miami P4o1a4f TABLE KEY: (DP LIWED) MAX PSF 1111 rNeaucTaevuiso HEAD 2 Tale wiu rYi talwlaa JAMB ABOVE .2...3 AArr. . 11.0 WrG. RAIL e JAMB BELOW tNlra e p Cda11o11A MTG. RAIL mwa"a (FULL DP) HEAD 2 JAMB ABOVE 2 3 G. RAIL JAMB BELOW !✓ MTG. RAIL ACING, 1/1 WINDOWS 1 ° ING WINDOW, NON -IMPACT R 61 L. c, , P.E. 10 r 14 4092-20 C PE#39?12 swaural PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated October 15, 2010, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated October 15, 2010, signed and sealed by Robert L. Clark, P.E. G. OTHER I . Notice of Acceptance No. 06-1211.07, issued to PGT Industries for their Series "SH- 600" Aluminum Single Hung Window - N.I.", approved on 03123/07 and expiring on 01 /26/11. 4' ,