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Home My WebLink About5850 13th St1E e I PROPOSED FLOOR PLAN 1/411 = 11 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 ALL EXTERIOR WALLS ACT AS SHEAR WALLS THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY WITH ALL OF THE LOADING REQUIREMENTS - SECTION 1003 "STRUCTURAL" OF THE FLORIDA BUILDING CODE 2010 - EXISTING BUILDING 6" BLOCK WALLS !PORT AND STORAGE EFFECTED BY ADDITION NOT SHOWN 1 AT THIS LOCATION ,LOCK WALL WITH 110-2 HANGER ALL THREAD ROD LOCATIONS WITH 5/8" XT' EXPANSION (1/2"BOLT SIZE) IN SLAB AT USE 1/2" COUPLING NUT TO SECURE ROD NSION BOLT, ROD TO EXTEND THROUGH TE WITH I/2"X2"X2" SQUARE WASHER AND DP, PLACE ROD AT EACH SIDE OF ALL S, EACH CORNER, AND SPACED MAXIMUM I 33' 2" WALL OF THE HOUSE TO ALLOW FOR THE NEW ADDITION EXISTING FLOOR PLAN &X& POST / BEAM DETAIL NOT OT SCALE PRE-ENG. TRUSSES SIMPSON HIO SIMPSON AC6 POST TO BEAM ANCHOR 14- 16D NAILS TO POST AND 14-I&D NAILS TO BEAM 6 X 6 P.T. WOOD POST SIMPSON ABU66 W/ 12 - 16d COMMONS TO POST - (1) 5/8" X 6" ANCHOR BOLT MUST HAVE 2" MIN CONCRETE EDGE ON ALL SIDE OF POST ANCHOR 1/4 11 11 01' 1/2" CDX OR VI6" OSB ROOF SHEATHING NAILED PER ROOF SHEATHING DETAIL WITH 8D RS NAILS, USE STEEL PLYCLIPS AND #30 FELT WITH SHINGLES, SEE TRUSS LAYOUT 2X4 WOOD SUB FASCIA WITH ALUMINUM FASCIA AND DRIP ALUMINUM SOFFIT ALUMINUM SINGLE HUNG WINDOWS 2X4 02 SPRUCE STUD WALL SPACED 16" OC WITH 1/2" CDX OR 1/16" OSB WALL WALL SHEATHING NAILS 3" OC ON ALL PLATES AND 6" OC ON VERTICAL STUDS. COVER WITH TYVEK HOUSE WRAP AND VINLY LAP SIDING SINGLE 2X4 P.T. BOTTOM PLATE SECURED TO SLAB WITH A30-1 ALL THREAD RODS AT I(o" LOCATIONS SHOWN ON FLOOR PLAN 1211 Tr." BLOCK WALLS RPORT AND STORAGE T EFFECTED BY ADDITION E NOT SHOWN �M AT THIS LOCATION BLOCK WALL WITH =10-2 HANGER ENGINEERED ROOF TRUSSES 24" OC MINIMUM R-30 INSULATION IN ATTIC AREAS 1/2" CEILING TYPE DBL 2 X 4 GYPSUM BOARD TOP PLATE ALL TOP PLATE SPLICE MUST BE MINIMUM 4'0" NAILED 4" OC WITH 12D COMMON NAILS DEL 2 X 12 02 PINE WITH ONE LAYER 1/2" PLYWOOD IN CENTER OVER ALL DOOR AND WINDOW OPENINGS R-II INSULATION IN WALLS WITH 1/2" GYPSUM WALLBOARD. TYPICAL 4" CONCRETE SLAB WITH WIRE MESH OR FIBER MESH AND 6 MILL VISQUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL 16"XI2" MONO FOOTINGS WITH 2 EACH "5 REBAR ON CHAIRS BOTTOM OF FOUNDATION TO BE MINIMUM 12" BELOW GRADE 2X4 WOOD EXTERIOR WALL DETAIL NOT TO SCALE I HEREBY GERT(F� TEAT I,Hd1�SRE�/IEIllED TNfr ATTACHED DESIGNS AND-#,64N6,1T fib' BE IN COMPIrl 4N ITH CHAPTER I6, SECTION 161°THE FLOID BUILDING C©iSE ASCE 1-10 FOR 13S MPH R AND;I4 NTIRE 2010 &-'�O%PA BUILDING CODE RESID.Ef., n - e f e I n •a. e / .w T.L. g0 . `L`ICF�NFNQ ,9 654 P.O.H5�i'31It:�F��i�i, i3526 17 M 04 U Z `o (D M Fn W 0 0o a °'0 O Z ti ul cop LL � �• zJ04 c) � m U M 0 Q r-I ZLU W U) o 0 Q CV (L M N m N Q M Q U LL LU Li- �? O W N M 0 m tQ to 0 m m u o V LU z fu LU 1a 1 w li O Z N ° c� ct7 W Z z7 oj3 11.1 ,I A O 111 i N Nz 44 U fu v Ul n N m Q z 0 N N m (np O B to Q Q � O Z _A tu UJI J O A — f Q ® O O N n� i!- LIVING cj09 PORCH 1 252 PORCH 2 165 TOTAL 1326 P Orr 1 OF 4 GENERAL NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2010 FLORIDA BUILDING CODE AND THE 2010 FLORIDA BUILDING CODE - RESIDENTIAL. T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE. s_. THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS: i FLOORS: GARAGE SLAB: LIVE LOAD - 40 P.S.F. LIVE LOAD - 50 P.S.F. -,- DEAD LOAD - 10 P.S.F. DEAD LOAD - 10 P.S,F, ROOF: LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F. DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. (15 P.S,F. WHEN TILE ROOFING IS INSTALLED) 1 DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F. i ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - "I P.S.F, ' WIND: j BUILDING IS DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31, PER 2010 FLORIDA i(,,.`; BUILDING CODE, RESIDENTIAL - SECTION R301.2.1.1. AND 2010 FLORIDA BUILDING CODE ..•1�'; SECTION 1609.1,1, WIND DESIGN ASSUMPTIONS: BUILDING EXPOSURE - B BUILDING RISK CATEGORY - II MEAN ROOF HEIGHT 30' OR LESS HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT = 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT = +/- 0,18 WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNER OF THIS SHEET ALL STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS SHALL BE TYPE V CONSTRUCTION PER FBC 602.5 aw ,1 SOIL BEARINGS 4 COMPACTION: COMPONENT 4 CLADDING WIND LOADS ALL OTHER BUILDING ROOF OVERHANG COMPONENT ZONE LOADS LOADS I N/A +32.3/-35.3 2 -65,1 +32,3/-56,2 3 -110.6 +32.3/-89,0 4 N/A +35,3/-38,2 5 N/A +35.3/-41.2 THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F. ' - +:• (MINIMUM), THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F. 1 '•:;3; FOUNDATION LOADING. T.L. HANSON. A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING. T.L. HANSON SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT THE BUILDING LOADS. r FOUNDATIONS 4 SLAB - ON -GRADE -BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA. Q ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 F.S.F. FOUNDATION LOADING. SLAB SHALL BE PLACED OVER A (v MIL VAPOR BARRIER ON CLEAN, ADEQUATELY COMPACTED AND TERMITE POISONED SOIL. CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 25 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. 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 05 REBAR, 30" FOR "6 REBAR 4 35" FOR 01 REBAR. PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS, MASONRY WALLS: CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-SO AND SHALL HAVE A MINIMUM F'M OF 1,500 P.S.I. MORTAR SHALL CONFORM TO ASTM C-210 AND SHALL BE EITHER TYPE M OR S. 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" :.t FOR 05 REBAR, 30" FOR 06 REBAR 4 35" FOR 01 REBAR. I GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE X OF 3/6", PLACED AT AN 8 TO it INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH k: OF 2,500 P.S.I. (WHEN TESTED PER ASTM C-1019), PROVIDE CLEAN -OUT OPENINGS (12 SQ, IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT. TIMBER MATERIALS: ALL TIMBER MATERIALS SHALL BE AS FOLLOWS: LUMBER UTILIZED IN BOTTOM PLATES, TOP PLATES, POSTS, STUD PACKS AND BEAMS SHALL BE 02 YELLOW PINE (OR BETTER). EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE 02 SPRUCE (OR BETTER). ALL OTHER STUDS SHALL BE "STUD GRADE" SPRUCE. EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2" PLYWOOD OR 1/16 O.S.B. (2-M-W RATING) NAILED WITH 8D NAILS SPACED AT 3" O.C. ALONG ALL HORIZONTAL JOINTS 4 EDGES: 6" O.C, ALONG ALL VERTICAL JOINTS 4 EDGES AND 12" O.C. ALONG ALL INTERMEDIATE STUDS. ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED MATERIALS INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T. PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED MAXIMUM 24" OC, WALLS TO HAVE I/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT GARAGE TO HAVE MINIMUM R-11 INSULATION ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED PRIOR TO REQUESTING THE FRAMING INSPECTION, IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE "USP" OR "SIMPSON" CONNECTORS SHOWN, THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE A AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND 6 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 SOIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT 18 IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING 4 COMPACTION ARE COMPLETE ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED (INCLUDING ANY BOXED OR FORMED AREAS) - BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT. A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT SHALL BE REQUIRED ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION), ANY SOILS DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE BUILDING SIDEWALLS (PER FBC R318), AFTER ALL WORK 18 COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS, THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE CEMENTITIOUS FINISHES LESS THAN 5/5 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS TRUSSES: IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS T. L. HAN50N 4 ASSOCIATES IS REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT, EXTERIOR WINDOWS 4 DOOR ASSEMBLIES: ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NIWWDA 101/152 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY, ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS TO ACHEIVE THE DESIGN PRESSURES SPECIFIED. ELECTRICAL, PLUI" IBINGx E MECHANICAL: IN ACCORDANCE WITH CHAPTER 411.003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT. ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER "AFl" CIRCUIT. SAFETY GLAZING - THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308: (1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES, (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE DRAIN INLET. (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FINISHED FLOOR OR WALKING SURFACE, (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS: A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT. 8) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING. DRAFTSTOPPING: IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTSTOPPING SHALL BE CONSTUCTED SUCH THAT THE FLOOR/CEILING ASSEMBLY IS BROKEN UP INTO TWO OR MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SQ, FT, ATTIC ACCESS: ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 50. FT. AND HAVING MINIMUM 30 INCHES OF VERTICAL HEIGHT. ROUGH -FRAMED OPENING NOT TO BE LESS THAN 22 X 30 INCHES. WHEN MECHANICAL EQUIPMENT 18 LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION M1305.1.3 T 6' EXISTING WALL HEIGHT O_0"__-0_ _ FINISH FLOG WEST ELEVATION 1/4 11 _ 11 011 12 SOUTH ELEVATION( 1/411 _ 11 O11 CARPORT AND STORAGE EAST ELE ll\/ AT I O 1 '``I ` 114 11 — 1, O 11 NOT EFFECTED ARE NOT SHOWBY ADDITION CARPORT AND STORAGE NOT EFFECTED BY ADDITION ARE NOT SHOWN NEW ADDITION WALL HEIGHT TOP OF OPENINGS FINISH FLOOR — — 0' 0" EXISTING WALL HEIGHT 7' 1'6" FINISH FLOOR— _ O O" s 1 HEREBC`OERTIO THAT I HAV `kAE'Ajb 6 TWE ATTACHED DESIGNS"AN© BOUND TO BE IN CbPIALh0CE WITH CHAPTER O 16, SECNN 16()9 OF TH1 AaftfA BL 651N�,'CODE ASCE 1-10 FOR 139-P'IFO SPEED AND THE ENTIRE-,2010-7E ORIDA BUILDING CODE RESIOENTIAL e � STATE OF T.L. �f� ✓$®Rlht'.��I� O. 38654 P.O r/J$f(1I12pjFj jkf`s'CITY, FL 33526 M u Z LO M 0 to z � Lu 0 N 0 0 LL CD tn x z _j ° L9 > Z J N � m U "x) a r-1 Q U Q IQ zLLJ W c o < 0 a N M 0 >_ N ° m N Q cM Q U 0 O U W N M M 0 lIl ! o 7 m m z IL c �� U 0 O =U w u O zz oE ;,tp l'3 Z Q q O W o zz l7 OW 7 m m o r an La Q z 0 N} U1 (CV Q zm Lu i11 Q Q O LO T t UJI O pp�m3: i U ^ pi W LIVING S 0 S PORCH 1 252 PORCH 2 *5 TOTAL 1326 Pcl 2OF4 0 Ln r r r— — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I � I ROOF TRUSS PLAN 1/411 = 11 O11 2x4 CROSS -BRACING 6 RIDGE 20'-0" MAX I I I z mm I Ipm 11 mmo 111 Rh,- IN 10. a 0 W, 0-mm SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL BRACING OR CROSS BRACING REQUIREMENTS REQ. MINIMUM TRUSS 5RAC ING 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 !r 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 TOP/BOTTOM CHORD GABLE 17END BRACING 0 48" O.G. MAX FOR THE FIRST 4 ROWS OF TRUSSES (MIN 2X4 ) LU .Q CONT. BOTTOM CHORD BRACING (1"x4" MIN.) m 10'-0" MAX. 0 LIl b" BLOCK WALLS STORAGE BY ADDITION 11N ROOF EDGE 0 0 P 0 3 O O O O O 1 ttl OO Q O RIDGELU O O O O ¢�Q O 2 O O I- I v L _29 L 1_ Q ul 4 3-131 GABLE END 5- c -o PARTIAL ROOF PLAN ' -o ZONE OI Sd RING SHANK NAILS AT 6" O,G. AT EDGES 8d RING SHANK NAILS AT 12" O.C. INTERMEDIATE ZONES O O Sd RING SHANK NAILS AT 6" O.G., 4" O,G, AT ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED AND OCCUR OVER A FRAMING MEMBER. ROOF 8HE ATHING NAILING NOT TO SCALE FOUNDATION 4 SANITARY PLAN 1/411 = 11 O11 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" 0'-0" TO 4'5" 4'-5" TO 8'0" 8'0"- 12'0" 12'0" TO 16'O" 24" 0'-0" TO 4'0" 410" TO 10" 110" TO 10'0" 10`0" TO 14'0" BACKNAIL W/ (2) 160 NAILS 2 X 4 WEB BLOCKS NAILED IN BETWEEN WEBS WITH (2) 16D NAILS EACH END WITH (6) 160 NAILS AT EACH END NAIL TO 2X� 2X4 ANGLE BRACING AT 4S" OC ALONG GABLE END NAIL ENDS TO 2 X 4 BLOCKING WEB BLOCKING WITH (2) I6D TOE NAILS In" CEILING BOARD / OP GABLE NEEDED 2X4 OUTRIGGERS AT 24" CC OUTRIGGERS TO LWHEN OVERHANG IS 12" ORCONNECT GABLE WITH SIMPSON H2.5 MAX. 24" OVERHANG TzIff NOTE: NO L BRACING REQUIRED WHEN PEAK OF GABLE IS 4'0" OR LESS 1" BRACING TO EXTEND AT LEAST SO 56 MAXIMUM DEGREES OF WEB LENGTH l SEE TABLE ABOVE ) M STEP DOWN GABLE TRUSS WITH ONE LAYER 1/2" CDX SHEATHING OR 1/16" OSB NAILED WITH 8D COMMON NAILS 4" OC _ SIMPSON LSTA24 OR EQUAL AT 2'O" OC ( TYP) 2 X 4 NAILER ATTACHED TO BOTTOM CORD OF GABLE TRUSS AND COMMON TRUSS WITH 2 EACH 120 COMMON NAILS AT EACH UPRIGHT MEMBER ON GABLE GABLE END BRACING DETAIL EXISTING 1'6" BLOCK WALLS CARPORT AND STORAGE NOT EFFECTED BY ADDITION ARE NOT SHOWN p g, wpm x ,! a'Y �F"0�u9+�� Yw i Aa 1q ��, 9��✓�� TYPICAL WOOD WALL BELOW I HEREBr-C9R TfFY THA ® E REVI£�lU IIE ATTACHED DESIGNSt�Np FOUND IT TO qt4 COMPLIAIZE WITH CHAPTER 16, SECTION-19,09 OF THE MORIDA SUIQDINGMODE ASCE 1-10 FOR 139.h1N'S'EENTIRE E0Y0 �ORIDA BUILDING CODE R1=SIDENVAL op, e r , _ 3r T.L. HANS`bNlt'li I Wei4r= NO. 38654 P.O. BOX 1128, DADE CITY, FL 33526 co Z to t% N z Z 0M 0 � � CD N Z OJ f� rA UL 0 L9 > Lo wo U z �Wo� CO In W N 0- ch N 0 m N L' a °' ce) Q U F- = LL w N O 0 W N 00 CM r 0 m m fA Lu ro O X� z o `^ m cn 1u Z l�llN u$z 111 :z LL zz O N z o�i Ul ) l o c� c i z_ ~ 44 U w Q v u, m � N 1)1 m U.l H Q IR. N 7 11 co Nd IP z z � d � p p O 1L. LLO i— O l� L ul D_ l� • Lu a�3:IN LIVING 9O9 FORCH 1 252 FORCH 2 165 TOTAL 1326 FG 3 01= 4 I -------- r__ e.. 211X4" HAILERS (TYP. ) 2"X4" VERTICAL SCAB m 48" O,C, (MAX.) CONN. W1 4-16D NAILS 6 2" X 8" RIDGE BOARD TOP E USP "RT3" OR SIMPSON "H3" HURRICANE CLIP AT BOTTOM. CONT, 2"X4" 2" X �o" (02 YELLOW PINE) RAFTERS 6 24" O.C. USP "RT3" OR SIMPSON "N3" HURR. STRAP Q EACH END USP 11RT311 OR - SIMPSON 1114 311 HURR. STRAP m 48" O.C. TYP. 2" X 811 RIDGE BOARD SIMPSON H3 FRAMING 7 ANCHOR TYP. ROOF SHEATHING VERT. SCA40F. BEVEL C TYP, \-4-I&D TOE NAILS Q CONT. 211X4" RIDGE BOARD END NAILER TYP (2-16D NAILS PER TRUSS) USP 11RT31' SIMPSON 1143" HURR. STRAP e SECTION 11 M�F A 11-11,411 48" O.C. TYP. END NOT EXPOSED TO WIND ROOF VALLEY DETAIL NOT -TO -SCALE ATTACH DOOR TO STUDS THROUGH WOOD DOOR JAMB PER YOUR MANUFACTURES INSTRUCTIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION I CAULK DOOR PER YOUR DOOR MANUFACTURE SPECIFIC RECOMMENDATIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION I SUSSES BELOW SHEATHED RIOR TO VALLEY FRAMING ISTALLATION. X 611 (02 YELLOW PINE) VALLEY FRAMING (TYP.) COMMON TRUSS TYPICAL STUD WALL -c 1 WOOD DOOR ATTACHMENT DETAIL ATTACH WINDOW TO STUDS THROUGH WINDOW FIN PER YOUR WINDOW MANUFACTURE INSTRUCTIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION I CAULK WINDOW PER YOUR WINDOW MANUFACTURES SPECIFIC RECOMMENDATIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION I EXTERIOR STUD WALL WOOD WINDOW ATTACHMENT 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 HVAC PLAN 311611 = 1' 011 THE CONTRACTOR/OWNER WILL BE RESPONSIBLE FOR DETERMINING IF EXISTING H.V.A.C. SYSTEM CAN HANDLE ADDITIONAL LOAD PRODCCT CATEGORY APPROVED PRODUCT LIST SUB CATEGORY MANUFACTURER STATE OF FL. APPROVAL* STRUCTURAL COMPONET HIO SIMPSON FL 10456 STRUCTURAL COMPONET AC& SIMPSON FL 10860 STRUCTURAL COMPONET ABU6fo SIMPSON FL 10849 STRUCTURAL COMPONET HUC210-2 SIMPSON FL 10441 STRUCTURAL COMPONET WALL ANCHORS THREADED ROD N/A ROOFING 29 GA MASTER RIB UNION CORRIGATED INC) FL 1211.1 R2 OVER 15/32" PLYWOOD ROOFING 030 FELT ATLAS ROOFING FL 11915.1 SOFFIT t FASCIA TRIM SOFFIT AMERICAN CONSTRUCTION METALS FL 12019.1 SINGLE HUNG WINDOWS NONIMPACT PGT INDUSTRIES FL 239.1 FIXED GLASS WINDOWS NON IMPACT PGT INDUSTRIES FL 243.4 EXTERIOR DOORS SWINGING PLAST PRO FL 15221,1 WALL SIDING VINYL LAP CERTAINTEED CORP FL 10421,1 GENERAL ELECTRICAL NOTES FOR ADDITIONS: EXISTING STRUCTURE ELECTRICAL SERVICE WILL HAVE TO BE INSPECTED BY ELECTRICAL CONTRACTOR PRIOR TO THE ADDITION ELECTRICAL WORK BEING STARTED, IF THE EXISTING SERVICE CAN NOT HANDLE LOAD FROM THE NEW ADDITION THE SERVICE WILL HAVE TO BE UPGRADED TO MEET LOCAL AND STATE OF FLORIDA BUILDING CODES, THE EXISTING STRUCTURE WILL HAVE TO HAVE SMOKE ALARMS ADDED PER SECTION 1004 OF THE FLORIDA BUILDING CODE EXISTING BUILDINGS AND FBC R313.2 ELECTRICAL. PLAN 1/411 = 11 OII ELECTRICAL LEGEND 220 V G,F.I. 110 v GROUND FAULT IIOV LIGHT RECEPTACLE CAN BE CEILING SWITCH OR WALL (TYP) ® IIOV 50 CFM'S IIO Y BATH FAN VANITY LIGHT WP 110 v WATERPROOF BATH FAN OUTLET LIGHT COMBO 0 SMOKE RECESS CAN LIGHT DETECTOR CEILING FAN W/ LIGHT ELECTRICAL PANEL ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER 11GFI11 CIRCUIT ALL REMAINING OUTLETS IN HOME TO WIRED INTO A ARC -FAULT INTERRUPTER 11AFI11 CIRCUIT SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVINGS AREAS CARBON MONOXIDE ALARM MUST BE INSTALL WITHIN 10'0" OF EACH ROOM USED FOR SLEEPING PURPOSES WHEN BUILDING HAS A FOSSIL FUEL BURNING HEATER OR APPLIANCE, A FIREPLACE OR AN ATTACHED GARAGE. GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C. I HERE��I`RTIFS WHAT I }AY ;`,REVIEWED THE ATTACHED // DESI��NSa4, R �OtIfIT jJE`MPLIANCE WITH CHAPTER 16, $ CjIO�AP 1609 OF 7HE°� RIQA B�91LDING CODE ASCE T-ID FOR 13T411-1 SPW AND THE'ENTIRg�OIO FLORIDA BUILDING C E�RROSIDENTIAL 3R6S4t ee e r �-j q W 'j a9.7 „PfAll?I3 N P E , I�C�6�vSE NO. 38654 028a 9 ITY, FL 33526 a M 04 ZUZM W 0 O � � o N Z -j ti ul ❑ L9 " �• z J LO m U "� � I--1 Q � U QLL z �WU) W (vi o 0 d N M O � N � 0 0) 1 ZQ � � Ly M Q 2:0 ZLLL W O 0 D 55 T- W N 00 CM O m ttl l� Ua O X� 0 W z z" o N z� o�i F- L 1 (> 3 U %n a 4 z� O o ::3w ow ro in w N LA m ll.l d Q O N 4 O z Q Q O zLu ✓EF- 0 Q m fy n0 !/- O Lu n� 11- LIVING 909 PORCH 1 252 PORCH 2 165 TOTAL 1326 FIG 4Of: 4 .,. 1. ,. . .1 -- . 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FRAN E ANCF OWNG Mosomy I X buck co,'utucikon C+.:,NCR6f`ANCHOR NOTES 1 SUbStilWon of egvQt concrete onchor5 from a different supplier r lnoy have different edge I 7 . r r,<3 r. rr r u:re.n3r ts. .,1 ce and __ nle.r .l.to c e 1 an d '1 4 . , r the rrin. edge r tin �. � ' h t rrr,r i - '. s the r to � a. c adtst d o r t� L r +h^ e^fnchorlocaifcn. of c t v r ..� 1 Y r P•.rLR r r�rf he , JNGE nt r' P . atro rtaf a " AX, ' a cret cha' cc n., vci o M stoic a to trio far afnts lr e gn. c 1 n �r t e anchors additional cc•n�rer r :f lh d fro r a to rn na rc � ad. '- r f i t inn a d n r d :sled fc ma i ant 1h> edge adjusted �- mqy L recluhec' fo ensr.rrs ne MAX '�N CEI�t;ER ,� rr;=nstons fitly riot i=,xc.eFrJecf. 3 Goncretocnchcrtoblc f€t.f&R6 1 i fig€I1;' 3E BANE E TC+ 11tFr 1FtitrA sr e.K !=�% $M{r Dh1 lli a �g,?H I dt5 ?tj Y ptal �413J+t-- �At-.- tl:. ITW' -114, _ I.111f" 2-1/2, 3' - ^ITW 1 3116, 1.114" Am_` 7..S " 2-3,14 - T . �i$) (-" �- _ i A �y i t I i ` l LATCH S DBAD8o1.F DETAIL ASTRAG4L5TR-f0JA.MS . rL-1 e kTNt x HIHG€ MAIL 0a 5 �„ 1 iII �' »� 1 _. I -- �_ T i i i>- I.x _ -•=_-= - -- _...1 I �------- I �. I,_..,-...:..,.,.., 1, U ..__-,��.-,fir-...,:._ _ r _ ti. 1 un .7.e t6i72 r C [ -�;, f 3) ( fit ' C, N.T s. IM a' K DE Alt ! 4Fr tt s OumA4ny confij'rbtion m - L S - ° ,.. s c ins,iing c:cr.0gulrrtion FL- 15213.13 n ---------------------- I . . ti _ -' __ 6" -- . tEi 1 �- r I T---I- 11- I t - -T--• ,SEE DETAIL _,..�.. -- 11� -",� 1 I --M I,. "! - I I '71 - ZO . I --' kii,) MASONRY . ) 1, fJt- ' `N OPENING II - - . _ TYP. HEAD & . . JAMBS I' f � �\I- FRAME-/ I � - � U (�7) ASTRAGAL)III I Z r z T 2k BUCK - SHOV0.1 FOR � c o a�, b, REFERENCE ONLY I I � F , _ LATCH & DEArDOOLT DETAIL t _ 11 ('I )TfP.0SILL - SEE DETAIL 11 y I . t I � . I i i. i i 11 I- r I- I I _�._�. - 11 HINGEJAMB FRAMEANCtd08rlbns ASTRA0AL S1'R1KE JAMP , Wisoiiry U bk)CV consinIct on 3I 'CONCRETE ANCHOR NOTES. 1. SVt'stituflnh of equal concrete gnchor from o different supplier may have differe'nf edge distorics and center dFsfa m mclufrem nts. 2. Concrete onchex locations of the comers may be adjusted to mointgfn the ruin; edge dfsfonco to mo fr r joints, ff oncrei' crnchr:rlocations noted a "hIAX, ON CENI✓ R musf be adjusted to mcinl rl then:In sdge.disfonce to martarjoinfg, addI000 1 coucr':fe Onchors.. icy b-, required to ansve the "MAxj bf,i CENTER dimensions are not excleecled. 3.c oncree am,hiv table dt�eC1{�5$ Af lt)40 ritfP�' &iJAd' e TEAR ' 1.l RtIE�I t aft h iCt - T1 PF SiKl: MBEL fit tA5t" -.% 1 F1.fa1 aJ 4�'I CiNF ahlx hi? ' IIY9 '$/16„ - --' - 1-�/AI. -_ ._..._..,.2Sf-1t4" . NiY :E DETAIL N __ � T S P �a 0.1'AR 2 (-- �) (3) �_I . �� F� :ate �°a -- `� . . DETAIL i DEL41L I tn.,:ing c,;nflgui;Ben Ouisn ng -onrr}firm art -- - c --"_---- i,.,..., . R W Building Consultants,, Inc, . Consulting and Engineering Sen,ices foi- the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional E» ginem Certificate of Authmiaalion No. 9813 Product Category Sub Category Manufacturer Product Name Swinging 1. Plastpro Inc: Smooth I Wood Grain / White Wood Grain Exterior Exterior Door 5200 W Century Blvd. Rustic I Mahogany Doors- Assemblies Los Angeles, CA. Series N Fiberglass Door Phone 44 .9 4 69 9T73 , Ins rrrn lt3utswin - "Non -impact" g 9 P I (,�'F� _ .... ,...,.... - ... _..._ft I 1 P - -.,». . --- - Ol ro - e: Product Evaluation report issued d R Scope: s u b 1N Building Consultants, d o Dist ltants Inc & n Schmidt, <) p P y 9 Lyndon c midt, P.E.P.E: (System fG 1998) for i F i, y I N Plastpro Inc.; based on Rule Chapter No. 9N-3, Method 1D of the State of Florida P{'oduct A royal De arh33ent of -1I,,`. r fi PP P " Business & Professional Regulation. i f t}, h T RJ 7 r" N - . i /) A i J P J _ w ifi > , RW Building Consultants ate } d C d Lyndon F, Schmidt, P.E, do not have r will 'r a g Yo acquire financial interest in the company D manufacturing or distil v, ._ a W t I distributing the product or i , ( , u n an other entity involved In 9 g P Y i yin of ed in the approval process of the product named hereinI .1. i ) :� � � � �� 111 N t� r8 t, i^ t'' r Q Limitations: _ � n?�kr �...- ;: .t 8 } _,t J . 1J.'k a -' lc•a .. y lL: F p�q�- F' ki` :Y p 1. k 4.," r zz�'f' M 9. a Y b rt. i. r>1: 4 c �r � t r P ..o-i c - i � h - :. I 1. This product as been evaluated and is in compliance lie r o rice with the 2 z tf � p p e 010 Florida Building Code (FBC) structural requirements excluding the �, f ,�,,,,• m P - "High Velocity Hurricane Zone" (HVHZ). �au1 s�I' #'r.�. � � y _.___ - , ._ ... s i L , } - r_._ . a . 1 Ell-,, 1 Product anchors shaft be as listed n f : a 2. ra n and aced as shown ,f a s is o non details. eft e � r, Anchor embedment to bass material r �^ � " > P laterla shaft be beyond wall dressing. s ti .,,: ,, W „ I or stucco. F r - _r-....1111111111111111111111111111111 4s ,vA,I'.,. ,,, _ Al _.. r 1 s f u �t : _:. , -. { Ii . : i .i I p 0 V _ y P �. When used in areas requiting wind' borne - 1 '' l -xis . h bo e d r i� ;� n obits protection this product od e.t is required to be protected i impact � 9 dwFhan n a resistant t n v' q ct es s a t covering t .; .I P rn P -1 1 t• P P 9 A' i . it Jc that complies with Section 1609. L2 of the FBC. Ir { 11 I ,� l 1 ,y 4. For 2x stud framing construction, anchoringof those units shall be the same as that shovm for 2x buck, r it ' t i Ir ,, r-; bu masonry constri lion. , ., I' 11 p:, n, ..'ri, w ,., . ,, ( . I-.. T... .. .....,, r... : ,:. FF t i S S. Site conditions that deviate from the detail r this , ., •-::l,:r .: ,,:. ;: �-. _ u __,,) S.ir ., s o s drawing re P l g quire further enylrl=ennq analysis b a licensed meet or registered yf 1 ,,; architect _ r u) I g r ¢ % z tbi 'i ? '- ,1_1ij, @ .. ., ...., .. .-, _ . S - r.. 1,... 1 .. i a 1 In FL- 152 13.13 for siz ,and I 1 i .P.1 6 See drawing desi n ressure Ilrnttations. .r J ,., ', ,, I:,r - ;,: I w. g g F : EI = lri r' i4� l F- . - %' - - ^ ,.. � fit I S Doc uments: Supporting I70 1 • . _ 1 t.. Of# I. , JI ! k. I { € , - -r s-:,, t I . t t :. it-• r , I 'i i - I I° Ti,- I i ' o. Te.. an t T N t St Bard est Report � , � _ ;..,, , ..... ..... Tes 1 ar o I p t n Lab a_ Si nod b I S i a, i I- i l l i 1 101 I. 7 I-.. , f I L0511 6 / S.?_ 9TEL Testing rn Evaluation t ... . _ f.. ,. _ t # _ a ua ion Lab. Inc. Wendell W. one P.E. _. :r , d H P :� , CTLA 924W TAS 202-94 Certified T estin Lab, ' Ramesh Patel P.E. '. � g I I Al i - - li�i . it ,..t ... .. ,.... .I.. It I I t i r. ri r ,` i I. r I I. i P e r A w n do a ed l „ .i 1 t t7ra 1 P ri d t �;r :..._ � i Si e &Sold% ,,.. .7,, P y e e t3 f _ Is a l I c: No. FL-15213.'13 RW Building Consultants Inc. (CA #9813 Lyndon F Schmidt, P E ' rl 1 it + ' Ii I I '' 1 3. Calculations . E-Eepar e by -cii ned & .r aled b ll i ) ! Anchoring RVV Building Consultants, .i 1 . f g g r su ants, Inc.lnc. ( A #9813) Lyndon F. Schmidt, P.E. �� ., , . __ 1 ,.11 1 ; I j 4. Quality Assurance i r... 3 ¢ I t t; Certificate tifirate of Pastic i t . _ . I- jiI { Ipat on issl ed b} National Accreditation and Management institute, certifying that Plastpro Inc. is r_:' r l,,' i manufacturing product within a quality assurance program that complies with iSC>/lEC 1 a Ot0 and Guide o3. ..... v 3 .,.,',. ,' t t) r t ri F ta; ; ;$f5'. f t t: f �.. PF 1587 R,a Lyndon F. Schmidt, P-E. FL PE No.43409 2/24/20,12 Sheet 1 of 1 11 WW Building Consultants, Trite. BConsulting and Engineering Services for the Building Liduslry 11�� C P.Q. Box 230 Vain.n fl 53595 Phone 813.659.9197 Florida Board of Professional Engineers Cerlificule of Authorizatiun No. 9813 Product 1-1Product Cate C}1 Sub '� 9 Manufacturer Name Category g y Plastpro Inc. �S1 ooth / Wood Grain /White Wood Grain Swinging g Exterior Exterior Door >v2t}Q W: Century Blvd. Rustic 1 iliiailOCiany ___ Doors Assemblies Los Angeles, CA Series A, Fibergliass Door Phone 440.969.9773 1 inswinrd/©utswing - "Non-IrnpacV' Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F_ Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 9N-3, Method i D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F.. Schmidt,. P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Cade (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required:: to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate front the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-15213.12 for size and design pressure limitations. Supporting Documents: . 1. Test Report No. Test; Standard Testing Laboratory Signbu TEL 05-1126-1 101/i.S.2-97 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. 2. Drawina No. Fared by Signed & Sealed by No. FL-15213.12 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Calculations Prg Ared_by Signed & Sealed bV Anchoring RW Building Consultants, Inc. (CA #9813) 1 Lyndon F, Schmidt, P.E. 4, QualU Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. ' PF 158T Sheet. I of 1 .1111, i',fiilrRORMVIJ XPIWFa111 7MriIWPITTr1�,PT,rl7w- f�F-TIlllr'="r'3'r ill"FIT.'-TI:... 11-IFI- T- 1 Zl;f �K��m+xm-.> Lyndon F. Schmidt, P.E. FL, PE No. 43409 2/2412012 - )) _- _. + l :� 1i� k! ' ftP.r�i f it { �' I 1 I 1 - .. _ --'i f _ _ _,.._ ..... ] Y 3g P Jf ) 1 fn 3Y «Pi"�'�}' -�I:z _ (l >."-' T 1 . -. :: RA - I( r ..._..._. - : ; .. .... :1..-i 1 ;- r : i 3 --- _ r 2 -_.._ I .-- -" i .i t I - ._-- ... 1 .. ...... .._. _..- t ,_ 9 , I . I . � . 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E :. 6. . - o o c,.2 Irmltatlons. ,frs (LP, Ind d..sl n res_ r, 5�21. o Se_ drawer# FL I 9 P -.... _ . „ , ,...:, ._. _ ..,. ". _.... , 0, J . ff ,.. •..,,. :' _...._. - is ,,__... ...- I1 _ _ ,. -.. .. 1 _„... ..' ... - -'- 5{r 3 I: �. 9„r'. ua ! Lyo P(: rt rr _ :F .... .. „ r , .. � : ... 1 _ 1 .. ., _.. ....._ .. I .. .... . , :..� , .: f `, I i .,.:t .: '.- �: .. _. 1, - ... , - .. _. •. . . . r ed 5 Re ort:hlti; Test eta I:dard TeStlrr v L�c3bOf8;� -� i a ... r' dd6 Ct ; , en , it _ Mark S r L, 1 0 20B 2464i:0 ATM 3 C fC Laberat...l res ,:.. p 1. _ _:,. _ _ :: : o J os� h Do Idr it F.E. r tar P ETC OS 209-21639.0 i Ao 20-_ 9 . _ Laoera i F S hI7dJ4 P.E, _:x _. : ., _ rid � _ z l estln : walnarroll L3b.,inc_ s, TEL 0139E)365 1A _02 9I 9 _'; i � - t 2. FarB a e S i� ne d�S i eti b Qi�Jd u No. __�'_ .. .. , I. : i P _. ' rr i S�hlTll i t i" t Q I_ 1 iT4V Bulidfn Consultants, Inc, tC,j # 13j k �,o. �L 15L2 9. 9 . � : - r I 3: . air�ned. &Sealed k?y -'alCdJlat#011s F'ae are_ I c . .'. i ____I?..-__. .0 „ n Schmidt P.c. - ; RW But ding Consultants; Inc (CA4 ' 9819) L, rid_ n F. anchonna I a . .1�, r� - --- - �� ter:. " - --- - __ . _.. - - - - -- - -- -_ -- --- . " � LF. 4. u�uc A,srsrar.ce r, Inc.:s n aclurin Ce tiiicate of Farticr allon fsseled by fdatlonal ficcrselila2lon alref talanagernerli in=mute, cenllyurg thatPla�[P g p , / :1 'IEl 1 jUltiie Cl 't -- _ -_--- ---- - - •: `,' Ili f ':, ' '.I • 4.;. . .. .. t - i ICC, 7E)t� G c L ..,_ proc!c:cts rNiii,ir'a'?ii jr asscJrance program tha_ cornpiia, N It ISCI, _ ^ €r 'I r ,' . . `� . . - ;4.: { I P P dub Gaxegor}f P ItlanaTfactr±r..r a - q F�r�c.t ci N , r Late o 9 �' .,a ____ _ a __ ®_ v __ __ �,.._ _ _ Flastpro, teas. Srnooth I Wood Grain / White Wood Grain Exterior win in S I 1 9 9 1=XteriUr Q@Or 5200-West Century 131vd. C'r t 'a'7 P.u_hc! tJia tong . y - Doors A ssern hli�s G gQ�35 s An res A 3 Lo e 9 Series 0 Fiber lass Door . 9 ' in a " N667lrn act" I nswin IOutsw P 9 9 r' `. i # 1. P: 5 5tenr ID.` r don ..;chard_ E. �I� � n lltanls Inc. an_l .._ n F re�c7 is 1 ed b R W Buildinc �o sL ' �s a P odurt Evat#_atlon > t s J � Y Q' .' hiS l I Y r:Co T J � E Y , h Y r v �i rrienk n ` I P OdUCt r. O al Dena t r I No:91J-3 Mr=liod 1C of t.tie State of Flol lc a r Y h1.,_ based on'Rul� Cha to t PP I 199B) .for F lastp o, p , , & Prof ssional Re ulation. f Business e. 0 9 P r ' -P - l . n rr RVY Building Consul,ants and Lyndon F. schrnidt, , .E. do not have nor will acgrnr financial interest in tl e comFa y nianufacturing or' distributing the product or ill any other entity involved Ln the approval process of the product named herein. 2X. 3lICK-. a _ C a ' , I Is l+, SEE lilh#GE ( E, . n Ci DEI?lIL.7, } a' I'r � ar- p- ci - r' '� r I j ci a. F R - - - - __ _: J rz ,•{Id78 u '= _ m I 1 m r i - i �� . 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P, ,, . �,rti;i"'.. ,'1',7;, 1. ik " , I 4. }:k ''( :4' T.} (' ,1c t,. � '- I , ".41, :, , ..'S R } . 1 , f ; r - �- F.>,,:1�: l+ , .11; 4.11 1: I 1Z 1 0 s „Y• } ', "i ('- 1'( ik III' + I � I—- . . k 0 ----/,,-, / / . /...., I . /// I . HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX: SIZE = 60" DIA. MAX, SIZE = 60" BETWEEN FLATS MAX, SIZE = 68" X 68" - OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ_ FT. OR MAX. AREA = 20,71 SQ. FT, OR MAX. AREA = 25.22 $0. FT. ARCH. MAX: SIZE - 60" X 120" OR MAX. AREA = 47.32 SQ, F7. , �/ I / / I . / .. . ELLIPTICAL MAX. SIZE = 120" X 69" . OR MAX. AREA - 49,16 SO. FT. FAN MAX. SIZE = 120" X 59" EYEBROW OR MAX. AREA - 38.44 SO, FT. MAX. SIZE - 120" X 60' OR MAX. AREA = 49,99 SQ, FT; [-'--- I; MAX. - . -°' { le . I 58 114" / MAX. PnODucl'sMtiup / 80" MAX. � as wn,pryma,+91h Ilia ploridn DLO( I I .II`I[:!- u.IIdh%Cade �.{� Accepinnw Na 1`- -4ZC} - }Exxxp rm Pm 1 ,,7 1 tN 1 ad o Pto uolCo nROI HALF CIRCLE MAX. SIZE 120" X 60" 116 114" MAX. DLO TRAPEZOID OR MAX, AREA = 39.27 SO, FT, `fNNI111, M "., RECTANGLE MAX. slzE = so" x 120" Q\� 4,.......1,E - OR MAX. AREA = 49.99 SQ. FT, ,,,�, , . ��pENSE II MAX. SIZE = 60" X 120" _ Q , NOTE: ® OR MAX. AREA = 50.00 SQ. FT. - iT No, 5s1o5 a_ H THROUGH 12. Ql- c 2-b (1 w FOR ANCHORAGE INFORMATION SEES SHEETS 10 H H.r n MFa sTf'-01 �,L, - p JJ 1oj1B/,1 H' c No CHANGE rrrrsSHEET FLANGED ELEVATIONS O '''., FLO.. "(�,. -,� �` - , IlFK.r. 4/S/07 � e ' NO CHANGETHISSHEET NOKOMIS,FLSd276 ^"°' //'riSSIONA\-• `' 7;._;;a K ,r H «� a. ALUMINUM PICTURE WINDOW, NON -IMPACT , lvO G; iANGE T7115 SHEET P.O M, FIL 4 a.deeM°4N: saw; , en,•• A. LP 64 5OZ; k.E. ,awn r tlab' Mey 0nh; NOKOM/S, FL 34274 1�lSilfiy BelleY a 7 H•r, fiK. 7/14/03 - PW-70f NTS ' 4259-3 �', P.E.#ed705 \\I // / / I , / '1� - 11 . / HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE MAX, SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA, MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 881, X 68" OR MAX. AREA = 21.65 SO, FT. OR MAX. AREA = 19.63 SQ. FT; OR MAX, AREA = 20.71 SO. FT. OR MAX, AREA = 25.22 SQ. FT. C . . - -" MAX. SIZE 80" X 120" OR MAX. AREA = 47.32 SQ, FT'. ef // / ELLIPTICAL SIZE MAX,=120" X 59" OR MAX. AREA = 49.15 SO. FT. FAN EYEBROW MAX. SIZE = 120" X 59" OR MAX. AREA = 38.44 SQ. FT, MAX, SIZE -120" X 60" OR MAX. AREA = 49.99 SO. FT, 1221/4" FRAME O.D. �-- 120" MAX. TESTED SIZE 60" MAX. / TESTED 57 1!4" / P iODUCT• REYISBD / MAX. 1 s1zEide / , i hl ,wnh he 19a / 62 114" f/ DLO vnao�c eo FRAME AccrP11 im 11 4\l 1 ap{r 71 ilia 4'�/ O.D. HALF CIRCLE J ---Ill Ian; aP,"dnelCm„-I MAX. SIZE = 12O' X 60" 117 114" MAX, DLO 1 t I I I I l l OR MAX. AREA = 39,27 SQ. FT. TRAPEZOID , \ Y N N , � A RECTANGLE relax. s)zE = 60° x 120 � `�Ow, ,rnNSF r��`F, I", MAX: AREA = 49,99 SQ. FT, . + . � * MAX. SIZE 60" X 120" ,i- " OR MAX, AREA = 56,00 so. FT. ; * ' No. 6a105 NOTE: A = *,�-- 0,= EETS 10 THROUGH 12. ; -13 �" y6111 :' W FOR ANCHORAGE INFORMATION SEE 5H rta.ad r: ft.: rta"alw: """pm,: '-'%� 51ATE OT \`>; J.J. 10/16111 G NO CHANGE THIS SHEET INTEGRAL FIN ELEVATIONS " O%,., FLORNp.-' 9" NITiO NE : " 7070TECHNOLOOY R ••' F.K, r 4IN07 nSx,�I NO CHAIJGE R419 SHEET NoxoMl$ FL 34276 PC nloi • /'y1i`SSiO N A - ` P.O. SOX 1618 =_ ALUMINUM PICTURE WINDOW, NON -IMPACT Ha r uro ., a".: 111 FK 12/15A3 A NO CHAIJGE ililS SHEET mvamv: x,"; "••-^ •-.,+„ate n•" A. Lyri,{ JJiIIIe)�P.E. 1,roxOMfe R 34274 vwbh B¢eur - 4259-3 1.i . P,E.# 68706 dam r o.7: d.aey 3n Pw-7(11 NTS F.K. 7H4/03 TABLE 1, DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP -TO -TIP) GLASS TYPES: A, 3/16" TEMPERED GLASS, FTL-3834 B. 1/4" TEMPERED GLASS, FTL-3834 C. 13/16" LG, GLASS (3/16"T, 706" SPACE, 3/W-T) FTL-3647 WIND, GLASS WINDOW "Y" DIMENSION "X' DIM. TYPE 15.000 20,000 25.000 30.000 35.000 . 40.000 45.000 50.000 55,000 60.000 30,000 1 A,B,C +100.0 -150.0 +100.0 -150.0 +100.0 -150,0 +100,0 -iwo +100,0-150.0 +100.0 -160,0 +100.0 -160.0 +100.0 •150.0 +100.0 -15D.0 +100,D •150.0 AREA 3.13 SQ.FT. 4.17 SQ.FT, 5.21 SQ.FT, 6.25 SQ.FT, 7.29 SO. FT, 8.33 SQ.FT. 9,38 SQ.FT, 10,42 SQ.FT, 11,46 SQ,FT. 12.50 SQ.FT. 40,000 + ABC 100,0 -1 OO.D -1 + + + + +' 60.D 1 SD.O 100,0 -150.0 100.0 -150.0 100.0 -150.0 100,0 -150,0 100.0 -160.0 +100,0 -150.0 +100.0 -150.0 +100,0 -150,0 AREA 4.17 SQ,FT. 5.56 SQ.FT. 6,94 SQ,FT, 8.33 SQ.FT, _ 9.72 SQ.FT. 11.11 SQ,FT. 12,50 SQ.FT. 13.89 SQ.FT, 15.28 SQ.FT, 16.67 SQ.FT: 50.000 1. A,B,C +100.0 -160,0 +100,0 -150,0 +100.0 -150.0 +1D0.0 -150.0 +100,0 -150.0 +100,0 •150.0 +100,0 -142.2 +100.0 -1151 +100.0 -115.2 +100.0 •115.2 AREA 6.21 SOFT. 6.94 SQ.FT, 8.68 SQ,FT, 10.42 SQ.FT. 12.15 SQ.FT. 13.89 SQ,FT, 16.83 SQ,FT. 17.36 SQ.FT. 19,10 SQ,FT, 20.83 SQ,FT, 00,000 A,B,C +100.0 -150.0 +10D,0 -150.0 +100.0 -160.0 +100.0 -150.0 +100,0 •150.0 +10, .0 -150.0 +100.0 -142.2 +1 00,0 -116.2 +95.2 -06,2 +80.0 -80O O AREA 6.25 SQ,FT, 8.33 SQ.FT. 10.42 SQ.FT, 12.50 9Q.FT, 14.58 SQ,FT. 16.67 SQ.FT. 18.76 SQ,FT. 20,83 SQ,FT, 22.92 SQ,FT. 25.00 SOFT 70.OD0 A,B,C +1D0.0 -150,0 +10010 -150,p +100.0 -150,0 +100.0 -150,0 +100,0 -150.0 +100,0 -160.0 +10Q0 -142.2 +100,0 •115,2 +95.2 1 -95.2 +80,0 $0.0 AREAI 7.29 SQ.FT. 0.72 SQ.FT. 12.15 SQ.FT, i4.58 SQ.FT. 17.01 SQ.FT. 19.44 SQ.FT, 21.88 SQ,FT, 24,3i SQ,FT, 26.74 SQ.F ' 29.17 SQ.FT. 80,000 90.000 11 . TABLE 4. ANCHOR ON CENTER DIMENSION BY ANCHOR TYPE CONCRETE SUBSTRATE Z .,/, , , _ ES INTEGRAL FIN WINDOWS SITES ARE BUCK DIMENSIONS) WINDOW"Y" DIMENSION FL TABLE 2_ DESIGN PRESSOR , ( i;NCHOR TYPES: GLASS TYPES: A. 3/15" TEMPERED GLASS, FTL•3834 B. 1/4" TEMPERED GLASS, FTL-3834 C. 13/16" I.G. GLASS (3l16"T, 7l16" SPACE, 3/16"T} FTL-384T WIND, a 15' z0' 26" 30" 50" 55, 0" 2,#12 STEEL SCREW (135) WINDOW "Y" DIMENSION "x' ¢ ( 4„5. 3. 4. 5. 4. 5. 3. . 5. 3. 4, 5. 3. _ 5. 3. 4. 5. . 3, . 2. #14 STEEL SCREW (G5) WIND, GLASS DIM, X X Y X Y. Y 11, Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y S. 1/4" ELCO TAPCON I 15.000 20.0D0 25,000 30,000 36.000 40.000 46.000 5D,000 55.000 60.000 4. 114" ELCQ S84 CRETEFLEX "X' DIM. TYPE m ID ° N ° m v a m ,1 m rl v m m m . r + +100.0 -150.0 +100.0 -150,0 +100.0 -150,0 +ioao -16D,0 +100.0 -150.0 +tOD.O -150,0 30" O.C. m n m m m c m m m m m m m m m m 3 m �` m m n rn r. m m W m m o rn I m. m 7 m FS m "� m �s m^ m 5. 5I18" ELCO TAPCON 30.00D A,B,C +'iu0.0 -150.0 +166. •150.D +100-0 1a0.0 100.0 -150.0 o m m m m m m m m m y m v o c n m n * U V N AREA 3.13 SQ,FT. 4.17 SQ,FT. 5.21 SOFT. 6,25 SQ.FT, 7.29 SQ,FT. 8.33 SQ.FT.. 9.38 SQ,FT. 10.42 SQ.FT. 11,46 SQ.FT. 12.50 SQ.FT, . . . � . ,� z+ 0 +10,0 150.0 a LvmN �m�°m mCme4 Nw m ° ro °w �w m� Oa m4tn m �� 03 . +00,0 -150.0 +100.0-150.0 +100.0-150.0+100.0-160.0 100,0 150, 0 40" O.C.r ��n �.^3oZ ��`mnw�rnr �n�� nn �ny� r��r r3 nv m+ H . 40.000 A,B,C +100.0 -150,0 +100,D -150,D +100.0 -150.0 +100,0 -150,0 1 r r AREA 4.17 SQ.FT, 5.56 SQ.FT. 6.94 SQ.FT, 8,33 SQ.FT, 9.7 2 SQ.F7, 11,11 SOFT, 12.60 SQ,FT. 13.89 SQ.FT, 15.26 SQ.FT, 16.67 SQ,FT. m n rn n ao m n m m m m m 4 m v h h m v d m m a m m m v m e m, M m m m M m fill + +00.0.115.2+100.0 •1i5.2 ro m row m m m m o mm� row�� a�m2"O ~ I� V + +100.D •150.0 +100.0 -150,D +100.0 A50.0 +100,0 -150.0 +100,0 142.2 100.0 -115.2 1 C N 1 �, N w a m �v a a m r w m a A m � r o ,p . Ii 50.00D A,B,C +100.0'i6D,0 100.0 •150.0 50" D.C.�r r on` r �m7 rn m rid =fin a�7v3-,,,-l^ E'ND gnu �n y T 7 20.83 SQ.FT. m m m n r n n co mU U AREA 5.21 SQ.FT, 6.94 SQ.FT. 8.68 SQ.FT.. 10.42 SQ.FT, 12.15 SQ.FT, 13,88 SQ,F 15.63 SQ.FT. 17.36 SQ.FT, 79.10 SQ.F h n ai n m rn w m n m a m* n m d h m m* m r a m m , h N N w y n b' m a a I' + 150.0 +100:0 -150,0 +100,0 -150,0 +100,0 -142.2 +100.0 -115.2 +95.2 -96:2 +80.0 -B0.0 r m m w r m H a w w a a m E m ro m ti; m m m m m _ B C +100.0 -150,0 +10D,0 -150.D +100.0 150,0 100.0 . . _ 80.000 A, N r N o N aoT u - 0 O 2 .83 SQ,FT. 22.92 SO. FT, 25,00 SQ.FT, 80" O,C. m m m s� m u m n a IS ro m 3 m u m ai m m F t3 p n 7y ? ri r, m a r N V L7 S .FT, 14.58 SQ,FT, '18.67 SQ.FT, 18.76 SQ.FT, D N I 6.26 SQ.FT. 8.33 SQ.FT, 10.42 SQ,FT. 12,50 Q " AREA n n �m� ,om m W y m m w ,,, ^a.•,q rn y m v mm�rn�m�, m omwmrn - r + -eo,o a .- Ip + + 5 2 -95,2 80,0 + - 00 4-10D,0 -150.0 +100,D -150,0 +100.0 -150,0 +100,0 -150,0 +100,0 -15q,0 + 000,0 -142,2 100,0 -116,2 9 , 70.000 A,B,C 100.p 15, m r 5mm m tr m m I'D �N�maam $ srro m�� g awl y,,17 SQ.F U � W L'o i"} £ Ova� n m N �' Itt - IA S .FT. 21.88 SQ.FT. 24,31 SQ.FT, 26,74 SQ,FT, 2a, T, m „ o O . . m m m rh n v n "9s ^ R, < a1 a AREA 7.29 SO. FT, 9,72 SQ.FT. 12.15 SQ,FT. 14,58 SQ,FT. 17,01 9Q.FT. 1g,44 Q 70" O,C. M w a 5 "1 r 3 + + 80,0 mnrnmmo m wmnm�m* m m a nNnm rir m nmtvv omn ,hmn,o�vv nmmo� °wmr / WIn a + .0 -150,0 +100A •160.0 +100.0 -134,1 +t00A -130.2 r100,0 -130,4 +100.0 -115.2 85.2 4D6,2 80.0 A +100.0 -150,0 +700,0 -15D,0 100 V a, m a - 1) Q (0 r9o 0 + 142,2 + 00,0 -115.2 +95,Z •95.2 +80,p ^80,b m m c �' * c y mmm ao a * �° ,o * m t + _ m ul +- +00.0 -160,0 *100.0 •150,0 +100A 150.0+100,0 15a.0 1DD,D 1 �N�,o�r �' �' �'- gSr�rnS�� B,C +10D.0 i50.0 1DO.D 150.0 1 80" O,C. 7�1 ? 8 ?��mm mv8ir2g� hF" n8ir3a�tAf na'F<rr��} om 4 O 25.OD SQ.FT. 27,78 SQ,FT. 30.56 SQ,FT. 33.33 SQ,FT, FT. 11.11 SQ.FT, 13.89 SQ,FT, 18.87 SQ,FT.. 19,44 SQ,FT, 22,22 6Q,FT, o n r u m w m ,n m ,,, ro m m v m m N t• n- Q r . rn M v m m a , m^ °o d m to m m m ao m W .- AREA 8,33 SQ. In •+ - 1Q4 '05.2 •98,2 +80.0 $0.0 -. '. - - - 5 .0 +100,0 -150,0 +100.0 -i'm5 +1tltl.0 -Iie.8 +100,0 -110.1 +100,0 110.8 100,0 1 m m m* m m p C m m :° m N m m m y m m m a> m O . VJ A +100.0 -150,0 +1D0.0 1 0 ¢¢a� po �o t1oa po 80,0 SO" O,C, a" 81 �?m Z?�f o a7 Mm m m?�3$ ' big n rRa3n r5nco 43 crd nv4 df h uT N C . +100 0 -150,0 +100,0 •15D.0 +100,0 -150,0 +100,0 -150.0 +100,0 -139.g +1tlD,0 -134.3 +100.0 -IIP.2 +a5.2 -95,2 +80.0 W 0 B +1p0,0 •150.0 n n m m ,r" ,a m mmm * m M h lo n h r a, v m h m p, c a m n n n N* m ° m m a" ro n a' - R I-' +10D.0 -15p.D +100.0 -150,0 +1D0.0 •160.0 +100.0 -142.2 +100,0 -115.2 +05.2 96.2 +80,0 -80A - n C +100,0 •150.0, +100.0 -160.0 +1QD,0 -160,0 @lolv F �w�mmm� m� Lv�'S~v m U� so�C� �mN �x r�r�� N Q.-O m01 8 SQ.FT. 25.00 SQ.FT, 28.13 SQ,FT. 31,25 SQ,FT. 34,38 SQ,F7, 37,60 SQ.FT. m m m * m e po m S .FT. 12.60 SQ.FT. 16.83 SQ.FT, 16,75 SQ,FT, 2 , S 100" O.C. m T! $ ' - .1"'• % a F s nryr h m 7g m s�r1 rn ^ m n ')r �' n m 3 n m n m r n nt 31 r5 ut a7 dy t� AREA 9.38 Q I + + 0 -150.0 +100,0 -136,8 +100.D -108.2 +96.2 -96.2 +95,7 -95.7 +9a.9 .90,9 +R i .95.2 +Su -80,0 ^ N^ mmm m N n n m a ro* m o n m " r m y m m N mmm q yy N n N c a7 m O0 m ©y m u m1. A +100.0 •150.0 100.0 150,0 100. r Z C0 M + +80.0 -80.0 mN* mmm m m m m m m me ° °CI°o nm m vm m E m�mmmm'°ar'� m Q Q1m + O.D -149.6 +100,0 -124.4 +100,0 -115,5 +100.0 -114.8 g5,2 -96,2 - rw 3 .• N C O y r 100.000 B +100.0 -160.0 +100.0 -150.0 +100,0 .150.0 +100,0 -150.0 10 t10" O.G - ` "- ,`- 9i � ? � � A � " a a� m � as r � � r � a, a 1,2 , V - g r r F a lS � , v7r , '? ^ n v� 'D r r + 50 0 +100,D 14g.8 +1D0,0 -136.0 +100,0 •123.9 +100.0 -115,2 +95.2 -96.2 +80.0 $0�0 ^ rr+ n c � � ; V ,T` 'o r. m y m m b � m ,;- ; 0 o m '. m d- n m m m I mom is a, m m . - I m y � C +100,0 •150.0 +100.0 -150,0 +100.0 150.0 10D,0 1 i SQ,FT. 27,78 SQ.FT, 31.26 SQ.FT, 34.72 SQ.FT, W19 SQ.FT. 41,87 SQ.FT, f m m m a F = N AA 10.42 SQ.FT. 13,89 SQ,FT. 17,30 SQ.FT, 20.83 SQ.FT. 24.3 �� N w U g Ls M m yy� eo ,t a G ffi +r a L a a a Lv a a* * v .r m 11 120" O.C. u"i a"9 ? m = trl o , "- ,- .- n "- r'''F m a3 m n m 13 n n A % n Pf v3 .- n .- A a� n .• r7f �,� e rZ n A tlf n i3 � n r � � - � LU pI +10D.0 •120,6 +99,3 99.3 +85,1 •85.1 +62.2 82,2 +83.3 -83.3 +88.0 $6.0 +80.0 -80.0 - O 'n f� �ARi +10D,Q •150.0 +100.D -150.0 +1v0A-150.0 rmn mmi mma r omavmmm- _y�J j � a m m m m •+ m m m b' mmm m N `4' ,.. m ,.. •..110.000 +100.0 -150,0 +100.0 -150.0 +100.0 160.0 +100,0 E150.0 +100,q -133.4 +100.0 •115.2 +100,0 •ip2.3 +W0.0 -100,2 +95,2 •95.2 +80.0 •BOA + 0 -16D.0 +10D.0 +t00A -133.4 +100,0 -120.0 +1D0.0 -109,7 +100.0 101,8 +88.2 96.2 +80.0 $0.0 rrtouucTREVISE.n C +100,0 -150.0 +100.0 160,0 100, acwmplylnswlmmaFmddo N IL � 1 L d. do ..., Au"' Co U' SD n D CTRGVI 5 45 3 SQ,FT. O i11 01 S .FT ,8 AREA i 1,48 SQ.FT. _T5.28 SQ.F7, 1g.10 9Q.FT. 22.92 SQ.FT, 28,74 SQ.FT, 30,56 SQ.FT. 3d,38 SQ.FT 38,19 SQ.FT. 42. Q complylnp wgh mo Floddn + 9 +74,0 ,74.0 +74,8 -74.6 +75.8 -7B,8 +75.9 -75.9 ui1d4'scado Aae4p,nnallo� O •.' A +100.0 -150.0 t100.0 -150.0 +ID0.0 -150.0 +10D,0 -125.4 +94.2 •94.Z 70.9 -78. owplemNo %I . r" Dot � 7 + -12 .4 +100.0 -107,7 +04.2 -g4.2 +8a.8 -88.8 +84.9 •04.9 +Bp 0 -90.0 o Daw Q' ' , +100 50.D +100.0 -150,0 +100.0 -150.0 +100.0 137,1 100.0 0 F wiimo odaPro uctCmdrut 120.00o B o 1 NOTES: +. +.. 0 d 4.9 80. 8 .0 + .9 8 .g 8 0 + 5 $8.5 9o.s •sD + 08.0 98, ` nRot + -120.4 100.D 1 a >aduM Ga - 000 Hato dalr ND'WS• + 137.1 1 v 1 NC S CING FO S VARE AND RECTANGULAR WI 0 - 0.0 , A -F OR PA R Q C r100.0 -15D,0 +100,0 -150,0 +100.0 150.D 10 "Y" AREA 12.50 SQ.FT, 18.67 SQ.FT. 20.83 SQ.FT. 25,00 SQ.FT. 29.17 SQ.FT. 33,33 3Q.FT. 37,50 SQ,FT. 41.87 SQ.FT. 45.83 SQ,FT. 60.00 SQ.FT. DIM: u t I I } \1111I } I +ly MAX. ON -CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 4 (MIN. 2 1!e" O,C. CONCRETE SUBSTRATE) �N \,YNN /4, 11, . \H ,....,.. ClF' MAX. 8 1l2" FROM CORNERS I hOO'. '" ,,.. "( p 7`. NOTES: A ; ti��' \ceNse ',,.. _ 5 '•, R . URE OF A 50 SQ. FT. UNIT IN TABLE Z. * 1 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: 1 + - "X" DIM, 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESS MAXIMUM SIZE LISTED IN TABLE Z, OR TO THE PRESSURE FOR THE SMALLESTr' QUALIFY TO PRESSURE FOR THE MAX - o, 5E7o5 - _ i , No 5 ." = 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, Q COMPLETELY FIT WITHIN. '- -k , N - T AND HEIGHT DIMENSIONS C _ FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON -CENTER k �^� ; CJ - SQUARE OR RECTANGULAP.SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH A THROUGH THE k 0 INSTALLATION WITH OTHER FASTENER TYPES ARE THR DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1!2" FROM APJY CORNER. Q /D ? 6I II W 3, INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 1 - v tl ll HORAGE DETAILS ON SHEETS 10 AND 11. r: U4 1g OF �+ FRAME. SEE ANC 511'TE of ; • Z1, J,J. 10/iS f i mC "° NO C ANGE THIS SHEET A '•, ETA P n ' 1D '•. , om rECHNGLOGYDRIVEANCHORAGE, IORAGE, CONCr'ETE SUBSTRATE ,0,�� xLOR\. �r\O,;' a•.is°aw M W. " E RAL FIN UNIT DESIGN PRESSURES ';UT •''•..FLORto�'' �11 J,J. f0/78/It C NO CHANGETHI95HEET , INTEGRAL G �. �` "FK.y 4!3/07 "S". NEW SHEET NOKOMI6,FL9427b ALUMINUM PICTUREININDOW NON -IMPACT S ,," f0l0 TECHNOLOGY OR , ly !� r1111111113CM-T7y, SION A\- , I`— r: F,K. ++ r 4/3N7 l.: Hf S, _ S H.vnbnr. LIMITED MAX. DESIGN PRESSURES TO FACi11TATEANCHORAGE NOKOMIe. FL P.O. SOX 1610 P �� >»•: ALUMINUM PICTURE WINDOW, NON -IMPACT max.e r..x: o,.wrcu.. H.r, �.I SIONF\\ ,� I, M1 1j II It,l A. Lynn Miller, P.E. P O. O 1629 NOKOMI9, FL 9a174 y,,thly B¢tter --- 1dM "0 - PW-701 ,NTS 4259-3 H�C /, A. Lyrmllidr, l'.E. P.EX 68705 - - OnF.K F,K. la: �7/i4A)3 y "," F.K. 12//5/03 f%,4 A' CHAM1'GENOTE 1 ANCHORMIG lM1'iTll #12 SCREWS NOKOM/5, FL 3427d 1�i,ibly'BCCCeY NT3 41'S9-`,j G' P,E,#66703 o-.wn >' ^.k ch,,,�.4ey. 0r": PW-Ml .. ---1_.______________________ F,K. 7 3 _- ... vv,v O TIV V.V - IOU.V + Tvv. V 1 ,v ov + tvv ,u -t au o + - v v 1ov.v t5 . + 1Dv.v y v 14 . + - a5 1vv.v 1z + 1vv v -t1 , 7 8 + 10q.0 -115,2 + 85.2 -g6.2 + 6 0,0 •BO 0 C 100 ,0 •160.0 + 100,0 -150.0 +100,0 •160.p +100,0 -150.0 +100.0 •149.8 +100,0 •135.0 +1010 •123.9 +100,0 -116,2 +96.2 -951 +80,0 •840 AREA 10.42 SQ,FT, I IS 89 SQ,FT. 17.36 SQ.FT, 20,83 SQ.FT, 24.31 SQ,FT. 27,78 SQ,FT. 31.26 SQ.FT, 34.72 SQ.FT. I 38.19 SOFT. 4i.67 SQ.FT. A 0 1 G,0 -15 . 0 D + 100.0 + 1 00,0 - 160 .0 + 1 00.0 -13g,9 + 100.0 . 08 8+ 1 88.1 88 1 + 8 .1 3 83.1 + 84. Bd.t - 1110.D00B+100.0 + 86.D -86.0 + a0.0 -80.0 _ -160.0 +100.0 E600.00 +100,0 -i50.0 +100.0 -Isox +100.0•1334 +100.0-1-19.7 +100.0 -104.5 +100,0 -101.3 +95.2 =95.2 +80.0 -80.0 C +ip0.0 -150.0 +100.0 +100,0 -150.0 +100, -.166,E +100,0 -133.4 +100.0 -120,6 +100.0 .109,7 +100,0 •101.8 +95.2 -95.2 +80.0 -80,0 AREAI 11.46 SQ.FT. 15,26 SQ.FT, 10,10 SQ.FT, 1 22.92 SQ.FT. 26.74 80. FT, 30.66 SQ.FT, 34.38 SQ,FT, 38,18 SQ.FT. 42.01 SQ.FT. 45.03 SQ. FT. PRgDUCTRUVISED wmplyiag w1,5 aha I:loridn A +100.0 -150.0 +100.0 •150:0 +100,0 •150.0 +100.0 -135.4 +90.2 -09.2 +81.2 -81.2 +75.0 -75,0 +75.2 -75.2 +76.5 -76.6 +70.6 n6 -76.6 DtdldlnB.Calo 120.000 B +100.0 -15D,0 +100,Q -150,0 +100.0 -16a0 +100.0 •187,1 +10tl.0 -120.4 +100.D -108,0 +g8,g -g8.9 +90,1 -90.1 +g4.g -84.9 +80.0 Awa'Woo •80.0 Na- M � j7"1 io nn C +100.0 -160.0 +10D.0 •150.0 71 00.0 -150.6 +100.0 -137.1 +100,0 -120.4 +100,0 -1G8,0 +98.5 -98.6 +90.9 -90.9 +84,8 -84.9 +80.0 •80.0 Ey i/' AREA 12.50 SQ.FT, 16.67 SQ.FT. 2D.83 SQ.FT. 25.00 SQ.FT. 29.17 SQST. 33.33 SOFT. 37.50 SQ.FT. 41.67 SQ.FT. 45.83 SQ.FT. 50,00 SQ. FT. "ion, APda Ploducr CPmml A,t1111111 .- NOTES; 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 50 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. - 3, SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION, ,:• �y Vt....n11(/''.; . ,,-�'.,.' -1 0 V ... ' _ {x :' No, 58705 ,, D _ ,, Q D lz( {) W = H4VI4ay .K... J,J.r 10411 .FK. H.NM"nn G NOcwtNGErHIssxEEr a 1070 TECHNO(OGYDRIVE NOKOM/S, FL 040 P,O. BOX 162e NOKOMt9, FL 34174 F�'GT a,",,,y,", FLANGEDUNlTDESIGNPRESSURES ��OT' ,,FLOR �''�C2�\ /" ' O N A �' SS„ 1 t l� , ` I II A. Lynn Miler, P.R. _ - RE,#58705 ' . r "2 F.I(. 1 4130 `.iJ'OJ S LIMITED H° ° A cHAN6E E E PER TA 300- 2, MAX. DESIGN PRESSURES TO FAC/LITATEANCHORAGE NOTE 1 ANCHORING wire #12 SCREWS - ALUMINUM PICTURE WINDOW, NON -IMPACT 0,avn er Dare F.K. 7114'03 O"wroey. one tr,',rihly Better i61;k'1iA g,PW-701 °an'1' NTS o'e1bpfie' - "°" 4259-3 C . WOOD ANCHOR WOOD ANCHOR (SEE NOTE 2) AI (SEE NOTE 2) A 114" MAX. SHIM I I 1/4" MAX, SHIM f 114" MAX. I SHIM ,131"DIA, MIN. T . x 2 1/2" NAIL, AT CORNERS �� -�- =�c 5 1 3!8" MIN. ®EMBEDMENT -i o I 1 3/8" MIN, --,-- _-� ®EMBEDMENT _ ��- �c� AND 5" O,C. - 11 WOOD BUCK OR FRAMING J INTEGRAL FIN DETAIL B 2x WOOD BUCK I L (SEE NOTE 3) FLANGED DETAI_L_C 2X WOOD BUCK (SEE NOTE 3) INTEGRAL FIN DETAIL A CONCRETEANCHOR CONCRETE ANCHOR (SEE NOTE 1) A (SEE NOTE 1) ® I 1/4" MAX, 1/4" MAX. SHIM HI SHIM I ;�-----� 1_ T 1. ".'+' SEE NOTE 1 FOR _ , - . " ,•t '', o ' ` ' EMBEDMENT ® SEE NOTE 1 FOR y4 , 4'° • 4. LICK 1X WOOD BUCK ,' °, + ' :=; �-----� ®EMBEDMEN7�';;•' • . Q.` �. (SEE NOTE 3) T ® j 3.5 KSI MIN. CONCRETE 3.5 KSI MIN, CONCRETE OR 1.5 KSI MIN. CMU A FLANGED DETAIL D (SILL ONLY) FLANGED DETAIL E RObuCr rsTiv1313D NOTES; A 1 3 S EDED /8 " LC T PCON E B APPROVED 0 A M - AD APPR E I COUNTY, USE ONLY MIAMI D E COUNTY 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE C >% wmplyhl8 wu110" Nof ido a Coao ann In 6 .•. � , MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM AN TO CONCRETE aaoP,1,n1/)�, A Ia yyn /�� EDGE IS 1 3/4" MIN, I 2. FOR WOOD APPLICATIONS IN MiAMI-DADE COUNTY, USE #12 OR 414 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX. ` AmPde Pro a C-11- 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2", 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR II GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING I ,1111 IFR iyr JURISDICTION. 4, FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM OF 1/8" THICK. THE `\�,C\� . O . ' gNSE ' ti • J ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN = �:` No 5010y, .* THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. _ ; �( w � IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. l L° 3-6oF : W i_. J.J. wx IO/fSN1 H f,Wn C NO CHANGE THIS SHEET I070TECHNOLOGYDRIVE na,•+Fam,: - ANCHORAGE -HEAD SILL AND JAMBS A'•. i -A '., Siij �•.•' �I. ;!'O,o •. ,L t`�11 e y: F.K Ib 4/. i,n, S REVISE AND UPDATE ANCHORAGE PER CURRENT FSC No'coMIS, FL 34275 r = '"°' ALUMINUM PICTURE WINDOW, NON -IMPACT '/, FSS I ON P�,�`' y11, Itt I� II T.--Tyr: F.IC. a,a.^ y: I,,m: 12115103 oan . H°,,,wn,: A -N w o,• CHANGE 1 ANO FASTENER SPACING o.,.: P.o. eox 46ze NOKOMIE, R 34274 Visibly Bet[er ea.m_n.4n: 4n"-' r-------- n. Pw-701 N'7 r 259-3 C A. Lynn Iller, P.E. P.E.# 68705 FK• 7114108 TABLE 3. ANCHOR ON -CENTER DIMENSION BY ANCHOR TYPE -WOOD SUBSTRATE 0p WINDOW "Y" DIMENSION - WIND. sU w 15" 20' 25" 39' 35" 40" 45" 0 W, "X' Q 1, 2.,4, 1, 2, 4. 1. 2. 4. 1, 4. 4. 2. 4. 2. 4, i. 1. DIM. X Y XYXY X Y X Y X 1' X Y X Y X Y XYXY X Y X Y X Y X Y X Y X Y Y COm I � N m m m n - an r ma rmmmarm•k m mm m 30 ,F I- m a rn- o, .. m m m m m m I- n m , m- m�n no" O.C.m7 1*�� mo m C ��r-mM mnm n` W L n rm, ppn nmmnm nmpm aM1� n3 pam0i hm mD m � m� mm, `_nmQ O mmmmN a) �mT ; I mm 'v m mm rmn m Im✓mn m m o m(�'! m -50" mm••yi to m,�3�n �o iE LoQ $ tom � m `fi D.D. 1 N ,0 W r m m - ,vm m m m n ^ m m n nn m m� n �m� � m�v�Z, mmimt! W ap w Y m W y� C' iro A �o m0 m 010. " 7 µ m �m mm 1,-21,1- o ucoio n M�m m m m mm m „ , m mn m a m in m a;, m i- m mn m m tl W W m m m80" 70" O,C - o£m ` mm - o mmCmC ! � - Nm r m i, m m aom 'Tr w mmm '- '. Qto ^ 7A%� 'D u" 5 g OS ' 3,£ ma "r 7v5 0 N - m i ^^A m mm m m , � !^m r , , o m m n n m.: ?m Is m ao m r,- m m O,C,A�R�V;z * 1;� Cm A�5�� Mm5;'ir m m C � -_I i,g_I �mi*l%mmv3E % VgA m 1,0 110 18T �m Aa Nr T 9 „. m m m vy C �n „ mm ?mar, ^mo mnopY DO" 0.0, m Cn 4n mm .- r Cm m' ez= �NF nn w nlem � ka �v g l gg D b Lr m w �, .r'• .- m° ^ ,�- r nm m n n r m� V 'D C m .t 10 m* 10 IN nn m m nem m .m M I m�n3 m c ar mmr7m c� mm m m mmn C�m 1 �,^+ - m ramr 9 � a to a�ar $emN100 N m mmm m .,�m mm m N m mmm N Is , m Io n mN nm0. m^" 110" O.C. �,gF,ymm �ulr? mm C,mC„mt`rL° ,7S o'S m�maim� m m wm mC'rod°ro 3,'- mg�fb�*]mr �77 5., .o�m^� `m.'- C;'?I'�(0AS 5S �m,�N10 9 t5._n o^�^mmn N moo 'DaofOn`b`O n m m n rm'-'mm na- n n mmmmw mwmm n� mmmoo 0 n"- moo m m m m 120" D.D.N (;1 �N.=m�Ao. N .i-1- ' 'n �; * C Imrr.•:im C * '� 111 ma`7m47f a a �I'try '-r3 I'D P �' rA1 7 1' m inR * Zf ;g'i�v'y Rr �bnp a'•• Yof * �aAVs,: * m m to Nw �v�1 ,�bS ay `7s * aA Itor7 m N 27 ¢p t� 171 n n oa onm mnmm m m m� mrm mmmmmmm m m mv/m,N-Iomwmm" 0 m 0 mmm mm ANCHOR TYPES: 1. #12 STEEL SCREW (05) 2. #14 STEEL SCREW (G5) 3.ELCQ TAPCON 4, 1/4" EL CO S84 CRETEFLEX 6, 5/16" ELCQ TAPCON . a"Pptying M(h Iha Florid" - Bltlldhig two jw t I r1 Aecaptol,oi No / P•xP 9I l)a I TNT_ T is -� /�d� NOTES: Mtmn And. Prodac 1, ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS; "Y. MAX. ON -CENTER (O.C.) "X" AND „r DIMENSION FROM TABLE 3 (MIN. 2 1/8" O.C. CONCRETE SUBSTRATE) DIM. MAX, 6 1/2" FROM CORNERS \�q \YNN 11114 �R, `, y ; 0 ,•'�Ceh1SE ... 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: I-,- "X" DIM. -^i I � IV., 4 ' -dr : No. 58705 FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON -CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8112^ FROM ANY CORNER. = ; a _ '. (A �y f )i r W_ . Y J,✓, 10/7B/11 n°H.hm• C NO CHANGETHIS SHEET 1070TECHNOLOGYORIVE w.Umle,r ANCHOVRAGE, WOAD SUBSTRATE 1:1 '., SLATE OT r �I- pc FLD1t Y FK ,.; 413107 avk 5 NEW SHEET NOKOMIS, FL .Y4276 w°' � �\�y, •' . • • •'lal SS , na H.,,.b", - P.O. BQX Iwo ALUMINUM PICTURE WINDOW, NON IMPACT s°a4x em' - / iONA , /// AA. b nrexn _. F.K. "°,.; 711410S C °rw Y _ _ wk: -_ NOKOMIS, FL 34274 t1W1,1y &,Mr w,b a",wY PW-70f A"Ho rteH NTS 4259-3 C Lryi.h IMIIId4 � P,E.#5BT06 MIAM IE MIAMI-DADE COUNTY, FLORIDA m PRODUCT CONTROL SECTION 209 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 2(i l Street, Room 474 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) www.miamlidade.aavfl�era/ PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in. Mianii-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Mianli-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material rforin in the accepted mamYer, the manufacturer will incur the expense of such testing and the AHJ t0 e fails p f p may immediately I -evoke, modify, or Suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade: County Product Section that this product or material fails to meet the requirements of the applicable building code. Control This product is approved as described herein, mid has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, • ccPW d w - N_I. DESCRIPTION: Seri-701 Picture Aluminum. Fixed. W>!n o DOCUMENT: APPROVAL Drawing No. 4259-3 titled "Aluminum Picture Window, Non-lrnpact", sheets 1 through 12 of 12, prepared by manufacturer, dated 07/14/03 with the latest revision "C" dated 10118/11, prepared by PGT Industries, Inc., signed and sealed by Anthony Lynn Miller, P, E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unnit shall bear a permanent label with the manufacturer's fume or 1090, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved"' unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been . no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a. revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement ' of any product, for sales, advertising or any other purposes shall automatically terminate this NOA Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising, literature_ If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION, A copy • of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08-1112.09 and consists of this page 1, evidence pages E--1 and E 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. �(), NOA No. 11-1114.17 MIAMI-IDADeeoDN7Y Prla_�Iv " Expiration Dsrte: February 19, 201.1 �9 02 621--�Approval Ds:te: February 1 ,�Page 1 PGT Industries. Inc,, .- NOTICE OF. ACC +PTANU: EVIDF,NCE( SUBMITTEII A, DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA'sNo. 03:1105^02) 2. Drawing No. 4259-3 fitted "'Aluminum Picture Window, Non -Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 07/14/03 with the latest revision . "C" dated 10/18/11. prepared by PGT Industries, Inc., signed and sealed by Anthony Lynn Miller, P. E. . B. TESTS 1. 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 Alongwith marked -up drawings p g and installation diagram of an alutninurrl fixed . different shakes window,, prepared by Fenestration Testing Laboratory, Inc., Test tt � o �atl J Reports No.'s FTC-383'4 and FTL-3847, dated 07/30 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under NOA No. 03-1105.02) - C. CALCULATIONS if OF .1 1. Anchor verification cal-culations and stnietttral analysis, Complying with FBC, - Prepared by PGT Industr-iies, Inc., dated 04/13/07, signed and sealed by Robert L. • Clark P. E. (Submitted under previous NOA No. 08-1112.09) 1 0 2. Complies with ASTM E13 4 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affair s (PERA) E. NIATERIAL CERTIFICATIONS Iiill....1 '' I. None. m . .,. „ F. STATEMENTS 1. Statement letter of confornnance. and compliance with the FBC-2007 (with the 2009 supplement) and FBC-21010 dated 10/26/11 . � I pp ) ,signed and sealed by Anthony .Lynn Miller, P. E. 2. Statement letter of no fmla,ncial interest and independence, dated 10/26/11, signed.and tt . sealed by Anthony Lynn Miller, P. E. I Jaime D, Gas oln, P. E. Product Control Section Supervisor NOA No. 11-1114.1.7 Expiration Date: February 19 2014 Approval bate: February 16, 2012 ,. E - I . - - , -- - - _1_.- . It ,3 � G'�`1 �,� C:cO _r.,. . I -I . . ___________� _ --, . I . I -. GtENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW . E FLORIDA - 4) THIS PRODUCT HAS BEEN DESIGNED & TESTED To COMPLY WITH THE REQUIREMENTS OF THE .-n- 53 11B"" TIP-10-TIP WIDTH - 5?-1/8• BUCK WIDTH '-' BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE ('iVli2), I - 52-118" BUCK WIDTH - � - 4e-ve" 2) SHUTTERS ARE REQUIRED WHEN USED IN WINO -BORNE DEBRIS REGIONS: NO ANCHORS 49.1/a" - VISIBLE LIGHT . MASONRY - H7 MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAO-DADE COUNTY CREM I REQUIRED IN � VISIBLE LIG --.-III 9" MAX, ._.-.I 3J FOR ^-9 - I .�..... 3"MAX. f,.- gAICHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM N � .FRAME HEAD - _�. 4 6. ANCHORMASON UNITS AND CONCRETE- WITH MIN, KSI PER ANCHOR TYPE, SEE TABLES 5 & 6, SHEET $ A _ -_ C I LESSTHAN. . A14CHORS MAY BE USED INTO. WOOD AS PER TABLED SHEET A4. ALL WOOD L IF UNIS INSTALLED }r 35-112" - 36-111" � . 4 MASONRYARE OPTIONAL I I __ _. BUC KS - _ WOOD - ION X - r" LLAT S E DF_R E n 1x INSTA VI F CONSIDERED TSB e CO I KS M V I E BUG 0 L RF TO O ? R " iICK A X B"rvIAX F I N T ER. 1X - - 1 R GRBAT ' 'HICK 0 1 DEPICTED S 2X AR E 1.1/2 - DEPIC A , LIGHT 1 DUtECTLY 70 SUBSTRATE. WOOD BUCKS CENTER OF 21' I I � y LIGHT (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN : / MAX. D.C.78 / . AND INSTALLATION IB THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING _ TIP -TO 6" MAX. O,C, I . DRESSING OR STUCCO. USE ANCHORS .TIP - .._ I D ALL DRE EIGHT ON WA LL H h I I: B - LS L E - ER A A S - 9E A 7 I _ B M LL A A BEO ENT TO DON M M o E IS SE A CIi R N LA 8 S A NT � 7" JOINT E 7 N O :_I___ ) RR w � :- -- OP' SUFFICIENT LENGTH A$ SPECIFIED ON TABLE 5 & 8, SHEET 4 & 5: NA - A BUCK POUR CORNERS OF THE FRAME, INSTALLATION ANCHORS ALL BE DOP1E BHOULD BE Y OTDHER9 AND S, OVERALL EBEYOND LYHE SCOPE -jII HEIGHT _� i 7 STRATECrI' FOR WATER RESISTCK ANCE OF INSTALLATION S - I- /� SIGH SE INSTRUCTIONS, S' MAX. rROM I / HEIGHT OF THE 1 . e NO PLUSH TO THE CENTER OF �. - 6).SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCTle UCK9 BY OTTIERS, MUST BE MEETING /- 24„ _ SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD B RAIL / - - I -- SVFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM Bl'THE WINDOW, MAX, O.q, 1 �_j 7) DESIGN PRESSURES; I I - -'- A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM,- -D E1300. S PRESSURE, FRAME - 9"--I^-B No, REQUIRED 3" MAX: _ LTE T - W MAx, O.C. UCTURA RE STRUCTURAL E SILL E6 PRESSV ,6 FLANGE FRAM TER TEST MAX, IN F A. S BASED ON WA 0 LOADS A.. DESIGN L A 9, POSITIVEN ANALYSIS AND CLASS PER ASTM E1300. E ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING pOTO TYP. FLANGE FRAME_ ELEVATION -' TYP. INTEGRAL FIN FRAME ELEVATION N 8) TH - THE REQUIRED DESIGN LOADPRESSURE. THE 33 FACTOR STRESS INCREASE HAS NOT BEEN USED INTO WOOD. I STED UNIT (T-ESTER L1NIT) THIS PRODUCT. THE 1,8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION O A (TE 1 ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS . OFTHEFLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES; TEST REPORT$ FTL-6479; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; AN611AFaPA NOS-2005 - FOR WOOD CONSTRUCTION AND ADM-2006 ALUMINUM DESIGN MANUAL. I - GUIDE 70 SHEE'T$t 10 1'HE 200 SERIES-SI OLE HUN GwIbONWAS FORMER_ KNOWNw-NAS THE 4000 SERIES (.AJGE FRAME) ) GENERALRAlr NOTES_ Es ... ......... .1 .I NFRAME), ELE A IJi SERIES F 40 DESIGN PRESSURE RATING __ IMPAC"r.RATING _ DESIGN PRESSURES .... 2 & 3 - ES - NOT RATED FOR - INSTAL CATION. FLANGE........... 4 -. VARI INSTALLATION, lld7 EGRAL FIN... 5 . E . S 3TA c TE NG. TI I . h PA 6 - -� � 3 A TES.. ....:. ET6 & QUANTITIES EE SI IE 2 ANCHOR OR OU N. 3 A CH IN CRIBING T GLAZING:.. �� 9ED BV S GLA2INU. B U Y E . BELOW O R SIMILAR,MA WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN ISHApC IN A BLOCK AIJO OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 7, d 3- CORNER ASSEMBLYOFILP................... 7 - EXTRUSION PROFILES ......5 PARTS LIST .................... ...... ... ...9 1-,t- WIDTH _._{ j _-Z�7� -,I� v SED . rl�� -� F_i0_..... Ip.t.im. (-•+-- WIDTH --I___:. _ _ IRODUOTRP 1 -._ -_ _.___-. _ - __ nv .nmplYlr,g trill, rho Fh7+1R4 Bulldrpg O.de 013, . , Il%Itllll)! Acceprnncennlell f(� 1 - 1"".nI e on. 1 4 al e Re 1 1 %/ - ``c Y',( LYI'Jlf till/(, �,YT- - Revised B!':�HEIGHT ' -1 / / or F - JJ 10/10/11 2010 FBC NOTE m .\`,,,•',,MSF �''•'� '� Jv11CanlHEIGHT ------- -• R?.,' is " RovlradCry:Uab:Rsv)elen_ _ //./ ir: 4o.56105 _ .- /% Grown By: L '//'/ ,-P '. SIA-T O'F ..* .,�- -� / �/. : :'.,Cl' ; c^ ]i ru; GENENOTES &ELEVATION J ROSOWSKi f 070 TECHNOLOGY DRIVE RNe: rnovlEw/oml:L rincerorrnovlEtvloR,EL RADIUSIOFEQUALLitE ,�T''.•, PLOR,g1`,'�0 1 N. VENICE, FI, 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 EQUAL UTE ..• • • "' FSSroNA�' `^ P.D. B01( 1529 - Omwln2 N., Rsvl �I, (r NOKOMIS; FL 34274 - S.ri-/M.d.l: Scone; ...I,I1 SH-200 NITS e � MD-SH2O0-01 A A. LYNN MILLER, P.E. CERT. OF AUTH. #29208 . P.E.ff 50705 TABLE 1: - - -- . Design Pressure (lbalfe) for Glass Type A, Fin & Flange Frame rmexlmum Window Sash Height' Maximum Window Width' - - Heighthl 9 (see Figure A, This sheeq 4" 1 45" 49" r 3- � 3 1/8" 19-1/8" 26-1/2" 33" 37 23" 11.9/'16" (Equal Lite) +55.0 -90.0 +65.0 -90.0 +55.0 -90.0 +65.0 -90.0 +55,0 1 -90,0 +65.0 -0010 +55.0 -90,0 +55.0 -90.0 448 +39,9 -39.9 under 18-D/18" 456.0 -9D,0 +55,0 •00.0 +65.0 -75,2 +55,0 -65,5 +65,0 -67.3 +G0.2 -50.2 +44,8 37' IB-9/1G" (Squat Lite) +55.0"90,0 +55.0 •90.0 +55,0 84.2 0-74,5 , -68.5 +65.0 -81.0 +55.0 •67,7 +65,0 ' -66,0 over16-9/16" . +550, goo 51 90, 7:2+ 5 -65.5 .' 6067 +$ -4 +399 -30.0 tinder 15-7/" +60 -90,0+550 87155.0 -73,45.D-63,8 +I +55.0-5.8 6 .502 +600 -60,0 +44,8 -44.8 +40.0 +41.3 1 -40.0 -u. -41.3 15-7/8', thru 19-3/16"' +65 0 , -90,0 +55,0 I -00 0 +65 0 1 -78,7 +56.0 -68.0 +66 0 , -58.5 +51.1 1 •51.1 +45,9 -_1- -45.9 1.5 3, 8 3/8 19• I/4" (Equal Lite) 455.0 i�-90 0 - --�1 +55.0 , -90,0 +55 0 , -82,7 +65.0 -72.8 +66,0 + •83.5 + -67.8 66.0 + 64.2 , 64 2 6 1:5 u _ ovdrl9-1/Ti +55.01 -00.0 +55,0 -87,1 +65,0 -73,4 +55.0' -63,8 +55,0' -56.8 +50.0' -60.0 +44�$ 445 +40.0 -00.0 under 19.9/i8" +65.0 -81.5 +55.0 •72.3 +65.0 -51.3 +55,0 I -55.3 +60,5 -60,6 +45:8 -06.6 +42.0 "'s 19.9/10" lhru 22.6r6 +65.0 -80,0 +55,Q -87.9 +55.0 -74.0 +55A I 84.3 +55.0 •G0.9 +50.1 I •50.1 +44,81 44.6 +4D.0� -00.0 46" 22.9/16" (Equal Ute) +55.0 -90.0 +5G.0 I -90:0 +55,0 -78.8 465.0 -88.1 +66.0 -68:5 +61.1,-ri1,i. +At3,0, -46,0 +41.4 -41,4 gver22.3/16" +55.0 •Bi,6 +5 0 •72,3 +55.0 -81.3 +55,0 -55.3 t50,8 -50,5 +45.8 -05.8 +42,0 -42,0 +38.7' •38.7 under 20.1/8e +56:0 -71:@ +55,0 . -82,8 +65,0 -86.A +50.3 -50:3 +45.9' 46.9 +41.7' -41.7 +38,9 -36.9 +36,2 -36.2 20-1/G" Ih u 2q•1/2"' +55.0 -90:0 +55.0 -R.5 +55.0 -89,5 t55.0 I -61.@ +56,0 •55.4 +4.9.3 -09.3 +44.6� 4A.8 +AD.D +q0,1 40.0 40,1 49" 24.9/16" (Equal Lite) +55.0 - -90.0 +� -90,0 +65.0 -76.4. +55.0 56.5 +55,0 -57.8 +5D 4 -50.4 +46A -46.0 o'sr2a-9/15" +55.0 -71.0 +55.0 82.8 +55,0 -55.4 +5D.31 .5D.3 +45,9 46,9 +41.7 -01.7 +38.9 •38.8 +30.2 -36.2 undern-13/16" +G5.0' •67.8 +65.0 -59.9 +53.3 -63.3 +48,5 -48.5 +44.1 A4.1 +40.2 .40.2 +37,8 -37.6 +34,8 -34,8 20.11116" thn124.1III 3"' �� +55.0 I -69.6 h55.Q -60.3 +65,0 -07.7 +5 . -00.6 { +54,2 -64.2 +49:0 I �9.0 +49.2 -04.2 }40.0 +3B.9 -00.0 -38.9 �_ 60.5l6" -- -- 24-3/4" (Equal Lite) +55.0 1 -11.1 +55,0 , -90.0 +56;0 -76,4 +55.0 -65.7 +55.0 -57.4 +50.31 -50.3 +44.9 -q4.9 34,8 24- 14" our 3 + 55. 0 �8 .8 7 + 6,0 6. -6 .9 8 + 53,3 - 3. 5 3 +A8 5 -0 8.5 I• 4a.1 4. -4 1 + -40.2 A0,2 , + 37.8 •37 6 t34.8 + _ 2 7.6 under 24.15/10" +" <56.0 +43,8 -43.8 + 4i.9 1.9 -0 - 3 9.1 J , _ 3 + 38 0 +32.8 -32.6 + 30. 0 -30.0 27,6 - 24-15/16' thru 30-518' + 56.0 - I -76.0 + 65.0 - - - 88.0 55,0 i- 5 .9 I 51.9 + 47.4 I -07.4 + -03.2 43.2 h 39.9 -� I •30 9 + 3 37. -37"3 Bill 30-911@' (Equal Lite) +55.0 -87,9 +55,0 .76.8 +55,0 -66.6 +55,0 I -59.7 +53,51 -53,6 +q8.7 48.7 +q3.9 ( A3,9 i737.8 +39.0 ( -39.9 over 30-9/wr +58.0 1 -87,6 +66.0 -69.8 +53.3 -53.3 t48.8 46.5 +44.1 44,1 +40.2 40,2 +37.8 +34.8 •34.8 under 25-3/4" +54.7 -54.7 +41.2 -41.2 +40.3 -40.3 +37.8 -37.8 +34.6 -34.6 731.3 , -31.3 +28�9 •?8.9 +26.5 l 28.5 26-0/4" thru 3I-w- ' 1 + 55,0 -72.0 +55.0 -63.2 +65.0 •66:7 +50.5 -50.6 1'48.1 -46.1 'i41.9' -41.9 +39:0' •39,0 +30:3' •28.3 83" 31 9/16" (Equal Lite) +55.D -83.9 +55.1) -71.7 t55.0 -64.8 +55,0 I -58 22 +52A I •62.4 +A7.8I 47.9 +43.3 �� -03.3 +39:7 •39.7 gvar 31-9/18" +55.0 l -67.6 +68.Q 69.8 +53.3 •63.3 - +48.51 -48.5 +44,1 l •44.1 +40.21 -40.2 1.37.6 1 -37.8 + 34.81 -34.8 -25.8 under 28-3/A". +53.3 -53.3 t3 7 .39.7 +39.1 -39.1 +35.7 -36.7 +33.4 -33.411 +30.3 , -30.3 +28.0 -20.0 +25,8 , 28-3/4" thru 36-6/8"' +55.0' -81,0 T- -62.0 +48.2 482 +4q,01 -44.0 +401 --00.1 +37.0' -37.0 i37.1_34.1 .t31.4r +37.0 -31.4 ' -37.0 73" 36-9/16" (Equal Lite) +55.0I -88,3 +55,0I -58.3 +62.1 -62.1 +51.5' - 51 5 I + 47.0 -47 D + -42.7 42.7 + 39.6 I 39.8 i 38-9116" +55.0 .67.8 +55.q -68.3 +62.1 -52.1 +48.5 -46.5 +44.1 144.1 +40 2 .-40.2 +37.6 -37.6 4-34,8 -34.8 over Under 3 -3/4" un _r-1 +53.3 -53,3 +39.7 -39.7 +39.1 , -39.1 +38.7 •38.7 +33.4 , •33,4. +30.3 , -30,3 --- +34.g I +28.0 +3'1.7 -28,0 : -31.7 t25.8 +29.5) -25.6 ` -29.5 78" 31-3l4" thru w" - 'r-5 0 -58,3 +48.0 -08,0 +46.2 t -45.2 +41,2 , -41.2 - r-37:9 -37.9 -34.8 3 + 37,7 - -37 7 ---,-- +34.9 34.9 39.1/16" (Equal Lite) +55.0' -62.$ +50.8 -50,8 +d8.3 -48,3 r45.2' -45.2 +44.2' -04.. 2 40. t I '-nip-to-tip dimensions for Range windows shown., For fin windows or buck dimensions, subtract 1". x-9116". subtract 3 Overall sash height, For clear daylight height, su tr ' ,Size range Includes the standard Pro -View (3-ov3r-2 Configuration) for the given Window Height. - For oterall sash width, subtract 2.15/15" from the buck dimension. TABLE 2: Monolithic Glass Types A 118" Annealed B 118" Tempered C 3116" Annealed D 3/16" Tempered E 1/4" Annealed F F 1/4" Tempered PRODUCT REVISED n "'Jitidy.06"Ilh the l'lorida nuilding Cede / AewPtRII No /• )C Olio F.ttirellan De1e.� n Y Mim11 -- aria product CbnV l.� c Y - t-- z TAS LE 3' T Insulated GlassTypes G 1/8" Annealed, 114 Airspace 1/8" Annealed H 3116 Annealed, - lff' Alrspace, 1/8" Annealed I i/8" Tempered, 114" Airspace, 1/8" Tempered J 3/16" Tempered, 3/16" Airspace, 1/8" Tempered O � 11 O €a � 0 1:C 8 p ,ULI 1 g (D Q Z F N -) (- 4 FIGURE A: SASH U 0 ,. 'e£+ ?} -.-� CROSS SECTION (WITH MONOLITHIC a £ W W Q Z GLASS) w s § Az )- ( fn (DI Z I - b O T b ' IY W � 7_ o O 4 Z W(n m z(CnV ' SASH VISIBLE LIGHT HEIGHT " EW a A. ZnHE CHT �z w SASH HEIGHT - 3.9/16" I I _0 r p W .[N >- n ,rot, ,d,, N =as ROgE � - 1, ( ll Y ti i oo dx < S of z 5 \\` \\111111 it,, /' 11 Q .•' , ti . , a NOTES 'I)USE THIS TABLE FOR ALL;^111JgOW5 TTIAT ARE GLAZED tNITH 1/9" = .• ,. A:' ;. v' I o a 0 - ''U o,Z-�, ANNEALED GLASS (TYPE A). - - * O� :Z "r ,-4'Q-2u - J AVAILABLE UTH IJI T HE r EXT ,)FOR SIZES NOT SHOWN, ROUND UP U T� SHOWN ON THE TABLE. �� y1 -w o -z _ U Cq Y1.. Z ,`. , ,: , ❑ OR HEIGHT DIMENSION . 'P�\\\ , ,,,CyQ. * ' - '1",u1111t'`\\ TABLE 2: Monolithic Glass Types PRODUCT REVISED r+'llh the Floddn --- A- -- 8" Annealed I/ a, cnrnptyiteg Buudlng CoN NQ 8 118' Tempered Acccpinncc UNPln,np"M _-I(, 0 3116" Annealed r)y1�j`i r(- D 3/IG" Tempered M.,,,, aria 'coductcpntrsl L E 1/4" Annealed F 1 44" Tempered / V U) r K TABLE3: _ - o r 4 Insulated Glass Types b s G V8 Annealed 1/4 AIMS _ e, iW Annealed O Z Z I { _ 311G"Annealed 3/16 Airspace 1/8" Annealed - A 1 3 d O j. L� ( P I 118" Tempered, 1lA" Airspace 1/6' Tempered q � J 3/16",Tempetad, 3118" Alrspace, 1/8' 7ernp eyed LU Q G Z Ui _ << Z (nT FIGURE A: SASH01 10 M Q CROSS SECTION Z u W a - _ (n (WITH 1. 0. CLASS) rc � Z i1 i'- Y (%) �: A Z t(-(_i II' L'I1tf J] a .2 w W c9 Z 'I1 Ilj jI I b O u b ,- CL Z = a(I O 11 .1 LL1 (D { u) 1 111 II SASH HEIGHT � , k Z o fn R W $ o " Z 9 2 A VISIBLE LIGI-IT I " u) HEIGHT - - SASH HEIGHT • 3-9/18' II. 11 I' 'z m d, ,o . rn LIll I ��.N N _ I II II 111 � lc\s r) 7 . 2 �� U- 2 ao 1 O -1C ('" D ,i 2 \\111, IIII,/"/ .43-.. ', v,"- NOTES ALL WINDOWS THAT ARE GLAZED WITH GLASS _� _ a, - h'' Q' t j rV ix, 1) USETHIS TABLE FOR TYPES B -J. NOT APPLICABLE WITH 1/8' ANIEALED GIA55 (TYPE A). __ - TW _ ' Ut 'n O Y LLO. O S I - 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH ORt 7,-' V d - w _- ', p Z ' C� C � e �' HEIGHT DIMENSION SHOWN ON THE ABLE. . Q •. 4pi � h,�". • .• O . ... 7j J71r I I It, 1\\ i,r " 1 .1 ; ie . M HMI" NUAMI-DADA: COUNTY -.1 t o PRODUCT CONTROL SECTION m - . -- I V R1 I-•. DISTANCE DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 °0 7 In INS - - EDGE DISTANCE - _ . I ALLATION DETAILS FOR FIN FRAMES EDGE - - I DISTANCE - _ EDGE AI ,AIRS (1'ERA) r7 'U f(1 TYP. ANCHOR TYPE, EMBEDMENT' AND I - 114" MAX SHIM -►- Mimi, f' lorih 33175-2474 - EDGE DISTANCE PER SUBSTRATE, SEE DISTANCE ^I -.,-I I-"__ I/4"MAX SHIM TYP. ANCHOR TYPE, ~� DISTANCE BOARD AND CODE ADII'IINISTRA,rIONDIVISION 'r 78G 315-2590 7 7 e� ,In m EMBEDMENT EDGE T /'+7'� 7� �`1� �'t�, �T (. ) I (86) 315-.2599 - TABLE 6, THIS SHEET DISTANCE PER SUB PRATE, -_ No EOODHSS E NOTICE, OF Ol.' ACir J.1PTANl.�L' (NOA). O 0 1~ Q O 2X WOOD, O _ ) _ 1"I'S1' mindnld`1de govlua'a_ . � _ -V. p 2X WOOD, SEE NOTE 2, THIS SHEET . SEE NOl' - SEE TABLE 6, THIS SHEET, SHEET . $T.LLATION -EMBEDMENT I N 1 _--- IN -- EMBEDMENT - S �� I GT . EM Iv1ErT - THIS SHEET In(I119t77QS - I- _ I _ I HORIZONTAL SECTION C-C - _ _Z... 0 pU 5f-_ _)I N I _. 1 - OI - EDOE --_-_. - /CUR\;YO HEADER - EDGE _ SEE NOTE 2, � 6 � - - � 1.1/7O Ti'C1r.nO[UgY JVl'rVe - . I ��, U LL NINSIALLATION DISTANCE -�_''. DISTANCE _ �-"- ` ._2 .4l 27 ` . �- - _ ..r _jam._ - .PHIS SIIEF_T ( (� \ - . `_ - .ANCHGR SCREW) ' t r -' si < 1'yTv)rtlr Venice FL 34275 ,r-+. Lpp �\ EMBEDMENT -ClGE �' rTHROl1GH THE FIN EDGE - - � -- ED � �� - _N r� I_1 _ I DISTANCE � �� } DISTANCE - �-___.__. -_ �-I � SCOPE: _ _ � � U. UN .. .. _ _- EMBED E - - I, M NT to _ _ 1 ,.q Ul :r f.hrs NOA Is tieing Issued under the applicable ru:lles and -e utadons governing the C .. E 1!4"MAX SHIM �.� _ - _ b g g h use of construction ' h-'i..0 •m li i a, -� 1w^ MAx sHlrn r' - - - - 1 11 a 1 ate L Is. Tl e Cn t do ment ' {-,� -� Yp.ANaHDRTYPE, _ - se atloil. srrbrtlitted has beeir.reviewed f1: (6) T �---' � �--`' � � and' acrerlted:by Miam}-Dada Coup . PCRliL , r, - 1D IEJTAND p J i_U1 EMBE N 1YPE �1111, I 111E TY . A JCTIOR T .PL' d1 Ct. f - IJ r t O 1 �.OI1tC0[ �eC t _ I '\` l _ _ -- t. on to be used ' is t0 'LASS^ \-EDGEDI$TANCE 1 q / EMBEDMENT -...� - - C24)- / INSTALLATION .b' to Miami Dade County arid. other areas where a1)vwed by the.Authority :Z W e _ i! PER SUBSTRATE.111 _ OPTION B I T < I�J1 I SEE TABLE 8, THIS DISTANCE PER SUBSTRATE, - INSTALLATION - _ -- __-_.'\ - Havmg.11lr'tsdl Ctrorl (All!). - t ClL ' 7 S S SET. - 84 INSA CATION ANCHOR - _ SEE TABLE 6, HI H - L '�i �. 1\, SHEET' NSTALLATION - ) NAIL TIIROl1G TIJE FIM T1115 NOA Slla.11 l_ O1 --.INSTALLATION OPTI_ON s - 3z - ExrERoR (NAIL) H not be valid after the expiration daite stated below. The Mia1n)-Dade Court Product Control . ' VISIBLE "�0) OPTION E INSTALL50 EW ` 43 ff-I - O 7 ty U > - LIGHT - - ANCHOR( R )L I-.t VISSLEtIGNT WIDTH -- d y �78CtLOn Eln Mlatnl Dadf'. C•OUnty) alid/or the �1.HJ fin areas other tl7ali r� Q (D 0 _ �_ 61 STRAIGHT HEADER �. Miami. Dade Count r HEIGHT �) /^ 30 THROUGII THE FIrJ j y) eserve the r'rgl]t .. -- z0) INSALLATION ANCHOR - BUCKWIDTH EGRESS FORMULAS have - _ this product or material tested :rod u�tflt, .y assurance purposes, if this product or material fails 4 � i / 20� (SCRFW) THROUGH THE FIN . .. _ _ p (1 (EQUAL -CITE) 1 [ p � l5 to rrl erfortii in the accepted N I' - - - -, WIDTH: BUCK WIDTH-3 P lr d manner, the manufacturer' will incur the expense of such testing arid the AIiJ Ixla' �I,I I \. MULLION SECTION .evoke,modify suspend the d 1 useof su(41-- Y Yf I ch product of material within theirjurisd)ctioir_ PERA F' z n,1 DADE APPROVED MULLION. MAYBE (�` _ � • (! I I ..`\ tiOR RIZ L. AX. .\1 '0M reserves ire r' t t. E e6 Sv S) VERTICAL HO ONTA M t I h a r vak this acce tance if iit is e VISIBLE LQGHT FORMULAS ' p ,, d t I1nUle(1 % iVlianli-Da e ( w U1 r J ,exreRloR -= \. INSTALLATION - }' d UUtlt PlOduct CUntr01 • f 1/� L._ 1l4' SHIM. SEE SUBSTRATE Y ,E UAL -CITE _n Fecti r l C I P I BL _ 6 THIS SKEET.� c ). tl at ROPE TF.S T --._ L thi I dL Ct " . lO t 1 ,Hat r' lfa'stoI� OPTION RU r eta r) me t 1: e L, U 7e 1.� requirements 2.761 USE EITHER - 1 T LLA ON WIDTH (SASH):BUCK WIDTH-4-1116" p _ quit'enrents of applicable building code. 10. FUtU ` LATCN (# 2B) OR NSA TI (FIXED): LU N - BUC•K ANCHOR (SCREW) - WIDTHSUCK WIDTH -3" This product is approved as described herein, aird. Iran been designed oHari to comply 't 1 Florida, :r u_ HEIGHt 32`` BOTTOM LOCK ( _ 114^MAX. SHIM '\ � . HEIGIiT:(BUCKHEICHT-6,1118 )12 77 p y with the I'1oI'Ida )3uilc1r11 - pi I J (#1 t1. 'TESTED TFIROUOTI THE FIN EXTERIOR r _ - - (_ \ UNIT LOCATION: L -)`- Code, including the High Velocity Hurricane Zone.4m O ,, (36J- �I. 4-, WITH i'IN 17 �) I 6-W" F, , - REMOVED --- - 7, y cc ff +++ I f/' I (( Plus p . 5 t _._._� D. �SCRIP'I'IO ier' _- VENT END, L 1V 1eS SII-200 Alllrltlrtll1111 :�Rq a -- 64 1 le ?tun Wind . i I ! �..) SELF.DRILLING -- -- TABLE 8: b ©TV - N.I. ISHVISIBLE SMS (05) ) GHV ",� �__ L7 I I -1 - ,I , HE IGHT T C 'tm�t - )} I 1 - _HT I) /, 8. S I EXTERIOR �. r - 'C t 43 - , iI �� I / AWMINUM/STEEL FRAMING OR STEEL 2.254" (3i }�--! , ' l4� STUD. SEE SUBSTRATE PROPERTIES, S ABLE TH S . HEFT, 6 i i-( 0 I NOTES' . -- -- An ChQr ---- substrate $ M E e n. d I 0 Distance Mln, E bedmant m 2 1/2 x ,113' Box Nall rLT, Soulhem Pine (SG - Z)- 1/2" 2-7118'r 1 z 1J2 x I 31' Col anon Nall ou em Pine SG .55 T. S Ih P P, ( ) BOB" 2.7/16" -" Roofing � z -1/2 x -145 Roo I Nall B P.T.Pl Fire SO ,66 .T1 em P ) ( D 9/1 2-7116"' _-. f110 6l001 SMS Screw (G5) rr P.T 8oulhern Plno (SG = a„) 314" 1-3/8" Aluminum, 6063-T5 min. 3!B" 118" Steel Stud, Gr, 33 ruin. 318" - 0.0313 - A3B steel_ 31- 8 1/B" "Single - APPROVAL DO CUMENT: Drawing No. MD';u1 - IZoo 0 1 title d Strr le u Hung Win dow dow Installation" 7 g g sll sets 1 throe h R 1 of S datec OS/ /1 wi g 11 .1 th revis:�n A dated lo/10/11; prepared by manufactin'er, signed and sealed bAnthony lit el' ) Lynn MtIJ P.E., bearing, 1 . the I t e Miami -Dade a Dade County Dun Product Control ` �; Y � Coi t Revision a Y I of K v Sion starrip with t e T .' . v 1r Nc tics f Arne t I o once number and ex piration x tra.tion date b the Miami- p Dade Count du P Product Control 1 Y o County - •. PROnur':, REVISDD' 1111SSILE -IMPACT RATING: None . I ' nq cmnplvirr8 wnih the Ploridn ISUBSTRATE. T L_ _ - ! I U O 3'{HREAOS eF_'/GNU HE ME A 1 M F T MM-''I � do Bmld h Co g {. I r I I L JBSTRnTE 1 A � ' USE I3I. L N �: 'a s MI G L char' t 1 u ; t s[ia.11 bear a Teri one e �7 ''(7 )n t.abl ' tI la bel. t 3. 2 W - • •,Inn e J ' of with ilre manufacturer's c A. cio natval ' 1 1 r 5 a _ 1___.. _ � �r u er s Aortic o- 14" MAX T M 1 t 10 city, I o ct state � r� f V �. ED J ! N LIST b A ANCHORS a B� [ APPROPRIATE T / Revle d )one; Revinl.n: � ---)-.-. -s �1� � Ll'I•rN ', O _1- y ExritsltpnlTrnd - J�0lG� 1nr le ___ _ _.. I ON TABLE6OFTHISSHEET, i _ - of 1/series wild following statement'. "Miami -.Dade '. l - ' - '1 ' Co arty Product Control Approved", , unless otherwise IT FOLLOW w``v..-14, ENS•Al/';." JJ 10/10/1 I NO CHANGE By ° g - TYP. ANCHOR TYPE; ---'- ---_L . �. , - V,G 6 - _ - EMBEDMENTANDEDGE _ EDGE DISTANCE LIMITS. ANY -`t * 'i' Revised By: Dore: Revblon: MI )ndn I, d,il C.e I" Noted herein, _ -, � T DISTANCE INSTA4LATION OPTION SHOWN � _k .2- 8705 � - I - � . DISTANCE PER SUBSTRATE, IJn. 5 MAY. BB USED ON AIJV SIDE OF THE I - . SEE TABLE 6, THIS SHEET. _ 1�ENFWAL of this NOA shall be considered aft•e,r a re e - . n wan application has been filed alci there has been t24E� EDGE WINDOV'J, - 7M 1I r ~® DeecrtPticn: Drnvn aj•:DISTANCE 1'4 ,: I r� r1Yni S I LLA ION D "TAILS J ROSOW K J INSTA T k T] ' ir n •' w; Flt FRAME nc cl ran e n tits a. l.icable ru'I i c 2 G BDaK c T f t L d n ode lie ative'1 affecti2 .X WOOD FRAMIN. O � b n the �erfo 7fl1INSTALLATION., ) RIt = '' SLATE OF : �,; PP g g Y g } rn ice of this product.OPTION 6 i-1/2" THICk OR GREATER, O^'•, F P \,�` 1070 TECHNOLOGY DRIVE Rtle: DP1?: r Ai -� LOR1D,. N: ENIC F 34275 TLh.I�'IINATIO.IT Of t1118 NOA wl[1 OCCL11' -I ' .INSTALLATION ANCHOR ,v: Ct �%' ,1 Y E. L SINGLE HUNG WINDOW INSTALLATION 05/11/11 0 tier t.h.e expiration date or if there, has beets a. revision or change - 'I!2X WOOD, SEE 140TE 2, THIS SHEET 3) VISIBLE LIGHT WIDTI I OR I IEIGI IT , t5'S " " sCP ^^ p,p, BOX 1529 -.. _ b II (NAIL) THROUGH THE FIN _ (ALSO REFERRED TO AS DAYLIGHT •;J�ONAr-I)t`� NOKOMIS; FC 3427$ Series/Model: Scone: Drnw/np No, Rev; In the materials, use and/or inauut...acture of the roduct r I - - OPENING) IS MEASURED FROM III I 1 1 - P o process, Misuse of this NOA as err endorselneilt VERTICAL SECTION D-D : . BEADINGTOBEADING. A,LYNN,ILLER,P.F_. CERT. OF AUTH, #20298 SH-200 NTS MD-SH2O0-01 A - - P.E.#68705 Of any product, for sales, advertising orally otherpurposesshall autort)atical(y tertriinate this NOR. Failure _ to comply comply with any section of this NOA shall be cause for termination and reltrova.l of NOR. A.DVERTISCMFNT: The NOA number ptec:ed.ed by the word.,, Miatni-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is . displayed, then it shall be done in its entirety. ) . INSPECTION: A co py of this entire NOA slial.t be rovid.ed to the user copy P by t}re manufacturer or its . distributors anti shall be available e ' al le for ins ct o t t lr thejob . p a ob site at the request oFthe Building Official. 1 tclal. y g This NOA revises NOA # 11-0614.01 and consisas of this page I and evidence page E-1, as well as . . . IA . INSTALLATION DETAILS FOR FLANGE.FRAMES CONCRETFrCMU CONCRETE/CMu - _- OPTIONAL ADDON (.13 - EMBEDMENT - -I PER ANCHOR PER ANCHOR TYP. ANCHOR REQUIREMENT REQUIREMENT TYPE INSTALLATION - FLANGE ® HERO, - � 3 EMBEDMENT AND SILL & JAMBS � '� ? - EDGE DISANCE OPTION 1 1 v4^Max a1 27 PER Bu6srRA7E, SHIM CURVED HEADER -- c D _!� EDGE 12 (0 t�-\(:jK-\ ,(/SEE TABLE 6, N..ITALLATION INTO WHE -, I" .1 �'__DISTANCE _._. �� r- THISSHEET. 2X, GEE NOTE 2, THIS SHEET: ��\��-- �- � '--� {I S A •'/ - -- -` L� EMBEDMENT __�_`_ �jI J- ^ �rt1-t _ _ \ _ �7 - - - - - _ -` TYP, ANCHOR .. - -- "` -- TYPE 38 L_�e++ TEMBFDMENT I f(j>, 11A" EMBEDMENT -% ��'- - �� ,•-� EDGE L---SHIMAX MAX-T AND EDGE - -- ---- DISTANCE SHIM AND DISTANCE PER 24 -{.. ANCHOR TYPE, __ U T N II RT P TYP. A , lE - - a RA URST - , 3 _ _ __ r E B D ENi AND - M E � �� M 1 SEE TABL S. _ - EDGE DISTANCE NCE C\ 32 E A \ E.- I C 1A66" _JTHIS SHEET. - `-PER SVBS'TRAIE,' `-�� 64 EXTERIOR INSTALLATION t _- �_-_ r',' SEE TABLE 5, THIS I INSTALLA: rION�36� INSTALL_ATION �3 OPTION 3SHEET. OPTION 1VISIBLE STRAIGHT HEAbF.R OPTION 2 VISIBLE LIGHT WID711 - IWSTAILATION ANCHORS LIGHT 61 INSTALLATION ONTO INSTALLATION - BUCK WIDTH THROUGH IX MASONRY. RIP HEIGHT �) WOOD 2X. NO ANCHORS A14CHORS DIRECTLY - TIP.TO-TIP WIDTH INTO MA80NRY, "�-`- RF_QUIRED Nr HEADER.. INTO MASONRY. HORIZONTAL SECTION A^A. - I •�9) - EGRESS FORMULAS _ _ I_ 114' MAX. SHIM �`•-11 _#12 STEEL - K \ _ SELF -DRILLING 41. � SMS (G5), SEE-- - / \ TABLE 5. THIS 2.751"`,�)--\ �� 8i,\\ 611EFT �I _ _ BUCK USE EITHER -L EXTERIOR HEIGHT - LATCH (# 2B) OR ,INSTALLATION <,7 BOTTOM LOCK OfPT10N 4 / 1.r s ED #i E T C 32( ) S IN TALLATION - 1"IP:10-TIPU LOCATION:(J NIT � A CHORSFIEI GFrN6 8"FROM 8 /I ECTL N O 35 � I DR YI i__ `� �1 -.. I (84) VENT END, MET At, T. \ ' VISIBLE 3 5 I \ HEIGHT I ,, (94) DADE APPROVED MULLIOM, r\ I I �' ALUMINUM, STEEL FRAMING OR TERIOR --' - I -� , ' f 11) STEEL STUD, SEE SUBSTRATE J- L-L LGUAL-CITE WIDTH: TIP -TO -TIP WIDTH, 4" HEIGHT: TIP -TO -TIP WIDTHI2. 8.5118" VI$IBL LIGHT FORMULA$ EQUAL-LTE t_ _I� WIDTH (SASH): . T ST • TIP -TO -TIP WIDTH - 6-1116" WIDTH FIED ; TIP- 0-7IP WIDTH - 4" e" / HE GHT1 TIP -TO -TIP HEIGHT • 7 i(1 2 I� .� PROPERTIES, TABLE 5, THIS SHEET. \/ I - I / NOTES_ (,j� .) \�' 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED 014 TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENT AND EQOE DISTANCE LIMITS. ANY INSTALLATION OPTION ' u v� SHOWN MAY BE USED ON ANY SIDE br T11C WINDOW, 2.264 31 �:,_/ v.`JA 7 I I P -11 "' HICK ARE TO BE CO ISIDEREV iX INSTALIA710NS, (\ 2 MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, I HIS SHEET. LL WOL D BJC (S L..SS THAN 1 2 T F 2X WOOD % _ 2 J iX WOOD BUCKS ARE OPTIONAL IF V141 T IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.. IX AND 2X BUCKS BUCKSI'iTIP, WHEN USED SHALL BE DESIGNED 10 PROPERLY TRANSFER LOADS TO'THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESrON61BIL11'Y OF THE _ PRODUCT REVISED SEE NOTE 2, ENGINES OR ARCHITECT OF RECORD. - ns complying Dill, the Fluddo R R Onddin C.dc 71 SIIEE'T i 6 •-� ,�'-' 11u illlLj Aocel,InncnNo fi-101 .12 _ _ - __ - �_ 3) VISIBLE TO A WIDTH OR HEIGI IT (ALSO Y; Revlsed Bj': DMit! RW,rnn: P.Troli- rfile., J(o - LN \ \ \• \�I REFERRED TORS BEADING OpEIADIN 18 �•"v`�,Grt'!,,,... ,Inv(` .;l JJ -) '. \\ MEASURED FROM BEADING TO BEADING. L,CENSfi'••,(Sp '-� 1011 D/11 NO CHANGE Dy ,' ¢.C.c ' \ "\' -,,- T '\.� �� Q-,• Minm( Inds Prnduel C.nlr F 1 /4" MAX SHIM Revreed B,•: -Cola: Revl0m 1 _ r 70.5 - N1: 58 NS)ANCHORS f �. CONCRETE PER = -•--' _ Drown escd Jlo : a1n P,i?RANGE IN ANCHOR �-0' ��, - ® D p n r 'U RANGE S Fl IL' L ATI D TAIL J ROSO SKI R ME I iA I_ 0 E W FLANGE A - a F N ` REQUIREMENT ( (0 / - ) IL F RAVE L RAL__� (� '. 5TAi�OF - - _ �i �F(OR{ph ''G\$11 1070VECHNOFL 34275E Fit.: - - Dora: 1 %rs/oNAL E� P.O. BOX . 34 SINGLE HUNG WINDOW INSTALLATION 06/11/11 VERTICAL SECTION [3 B "'NUT, tt\ N01(OMIS, FL 34274 sedan/IinaeT• seen:. '. Itir N.. Rew -- ALYNNUT, R,P.E. Ct�-'j00 NTS MD-SH2O0-D1 A .. P.E.#58705 CERT. OF AUTH, 129298 � I, AlLilnlnum, 6683-T5 min: 318" I 1/61" _ Stud, G 33 min._ .Ste I u r,( e 3181, - 0 0346 20 Ga • ) A38 Steel 8.1 31 Solhe m ins SG , :1 F. T. u P 1" approva c ocullnetiL n)enttoned. above. The submitted documentation was reviewed by M,auuel Perez, P.E. C___- NOA No. 11-1013. [2 ft I MIAM6rJADE COrJFrT'Y Expiration I:x it t' •'•o. a tonDatSeptember e.0 Approval roval Date: Deceiber 08, 2011 I 1P : . Page 1 . I PG'I' Iudustrles . NOTICE OF ACCE-PTANCE: EVIDENCE SUBMITTED Il .:bid . . A. DRAWINGS . 1: anu ' .c 1 • ' s 'e i ' s r M fa t u eI .- d1 (I awui ga d Ud Sect' J v 10115. . 2. :braving No. MD-SI1200 01, titled "Single Bung Window Installation" Sheets 1 through 8 of 8, dated 05/I 1111 with revision A dated I0/10/11, prepared by inanufactorer, si ned aird waled b Anthon 7 Lynn Miller P.E. g by Anthony 3 , . .. r " _ - 13. I EST S 1. 'Pest reports on: 1. Air Ii flltiration Test per FBC'. � P ) P , TAS �02-94 ILA J 2.) TJn'tfolli.a Static Au I Iesstue Test, Loading per I BC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 1,:;-. - - .� - o cad EI ,itr e y Test, per I BC 2411 3.2,1, 'I'AS 202-94 . 4Forced -- along witli niark.ed-up dia-vNrings and installation diagram of series SII-200 aluminum single hung window, prepared by Fenestration "festin Laboratory, Ine. a Test Report . No. TTL-6479, specimens 1. thru 26, dated 03/28/1 I., signed and sealed by Marlin D, . Brinson, P.E. .. < - L it.� . . [ .� 7 (Sr b ritted r nder' prc,Wous AIO.A #1-1-0 14,0.I) - C. CALCULATIONS; 1. Anchor verification calculations Arid structural analysis, complying vvrith FIW-2007 . and FBC-2010, dated 06/081I11.1 mid updated on 1.0/07/11, prepared, signed and sealed by Anthony Lynn Miller, R.E, 1 . 2. Glazing complies with. ASTM R1300-04 D. QUALITY ASSURANCE+ � I .. . . 0 1. Miami -Dade Departinerit of Permitting, Envirorunent, and Regulatory .Affairs (PERA). `� E. 11' ATEWAL CERTIFICATIONS 1. None. F. STATE EE NTS ' L Statement letter of confortrl,,mice to the FBC-2007 and 1713C-2010, dated 10/07/11, sighed and sealed by Anthony Lynn Miller, P.E. 2. ,Statement letter of no financial interest, dated 10/07/1.1, signed and scaled by Atithony Lynn Miller, P.E, 3. Proposal No. 10-1066 issued by BNC, date(] 1.1/09/10, signed by Ishaq Chanda, P. E. G. O'I'IIERS 1. Notice of Acceptance No. 11-0614.01, issued to PGT Industries for their Series "S11' 200" Alut:iiiiiutl). Single Hu.rrg Window - N.I,, approved on 09/01/f1 �Iid expiring on 09/01/16, 1Ylant erez, P.E. ,: Prod114't Cont T'xaniiner NOA No. 11-1013.12 Expiration Date: September 0j, 2016 . Approval Date) TDeceinbet' 08, 2011 E_ 1_ ::, I. ,11,11,1111 . NI r. . -- . _ , E I • I . . -�--.. - - . _ _ -_ . . . \ T1'i! .. . ��(�1 ,,aTghahro $ & . j((j��% z '. In .. Ir\ti..r'f �\ \'.\ �„� \ aaa - Z o L r� - - _ ...._.. -,�-`-•""--'-'---'-,-_,_,.- - � I - - - - _ _ _ 0 m ,. )I . t ,� t - » _: �\ ahw \ aroa\� y w ill C A - T" . `\• \ H _ ° _ �u yvE51rF71'RESSUPF (P.NF) -fin _ t--4 ! PJ " 14t,VROCTl.3dd R,,IE,TALS >,^,w�5^.ah ° e o� Ah'ISP CA G� m h ,11 -,%o y . , siN . is; SrA..N L:FN:Gr!1 ::;: , _ .. ; . -- I - ROOF OVERHANG `+ , U U . - .tRh Rhhh4a ho R1h \iA, g. 5 p S ,�.)c q>hbgah 'a'-.aS4h4 m n r_ S° y m - '.. ..'It. , :. F' s1FIV : FlEAT1vr:; 5PAla A .' - 14D �8f�fitl'4al.13frt^stP - \ I -1 1. h*aaR, _. a° -ROOF OVERHANG - .. ....... .. _ - - - - - . o saq I c rt -FAN • A " - Q ... .- SEE NOTE 2 n ° �mcJ Lro . . 5 7 \�. .hq' �, t" ° , a" +70.0 1d1.0 da z Z_ JfiJ _ Tampa, FL 336,34 I , I \ ,\; =oah� �\ ,. - _--__-_.- - � . ____.,_ R m Z �11q (L I ROOF ° ° W ,_; _j .1\� \. \.. aaowwwga o° ROoF - .% - ID" +60.0 -60.0 FRAh11NG �\ �:�-'' \�. ®- , _ - - - /-{ 1A _. j RaeRaharo. -- PRATING - .11 I \ ___ .- .�� - i- 1. ... 8 a n g �5 � ro - - - 111 . _ , heR,wAaw 'A / _ _ - c_ / "zo' �1 a E E - -. - - r %ah�tia. _ - - .��. - _ _--`� - : 1x•' - +so.o -sea - /' �'' _ 1 _ - -. - - - - - - - :.0: � • n, 1 I FF Iz I / 7_ - - - --- - -- ALurt!NUii - - 8 Y 'r �( . � UJ vF vs Tv 11 \�� a ALUNi!auH %`" ; - - - % V /. m T $ l I 7 r Q f� . "TRIPLE � &� QUAD 4 � \ 1 �,� � - . . , FASCIA--�:. • B o� FAsuFt-1+1" ) 38.5 $A.5 tRIM i d s o y / J TRIFLE a �Tn� t�-_-:-_--_-__ = 1 \ +so.o sa.o -r-====__--__- - 9 �� a t�vrn�uivInr-r� -- -,,,, _ ° Inf 4.0!1, 0115411C1;1 4 j y ----"^ _____1 - - I _ -'---== �, ` J CIlO DR w I 1.�J . _ it �,1 z F._,. WDUD 'NOTE. - \ SOPFIi-_/ - - - - � C 92 w I`_ / � 4lODD 3 a ' .. �bJ eatrn'- / / FRANEU __ _ c� / FRAMED 1: WOOD FRAMING AND CONNEC-TIONS 10 BE DESIGNED \ _ _,,,_ _ s: l i m c . AIL ,. „ _ ! B'Y THE ARL'IiITECi OR ENG11' R Or RECOR!? \ SEE DETAIL"G"-/ 41kf U e j� '� - SEE CcTAIl. r 2. 17<i t:OMFdOId NAl1.OR?/lb' hW COhICR�F $(: P,EW - \ - _ _ L� O E GEf4ERAL NOTF_5. ,`\\ \�� \�`` _ -.-.. f----- (MIN. 1 1/4' EMBEDMENT) rd124" ON CENIER sFr DFI,\I!_ ' F' --- - �FJ tO N , 1, .. �a�` .. , Y '� -- - - xradaL Sk�EAC� 1Sid /] Ci9Ai�IP�Fp tr Q QI Tel _ z� s r s - vdlugied and IS in C:9f71 - Ilartce wi111 the Flonda \,� grohaaw ` .,< ''.s. 1'_' x Y ��C:?F )qp - Sali';'j�gLq Ai'k W F C� �AFIati&FCu .. - - _ . TU ' I, Ihl_ product h.J. been � iJ � ho'""hha . _._... own w/ I mj tan g I . IF :. ' - - - - — a , - u verb g) ( - Building Code excluding 1110 "High Vehcily IiviTicane Zone (li JH2]. T + `�� 'b� - (_ — .- hglhh\Aae- , - - '"- Shn nw/tr ns; l'Ia ,Ingo all - chi tu. r ,In ove )bn9) r7nr I,rl rya�mr� ': :. .' .`y,,. r \",N'N ,.,. .., , ,,.,rq ti - _ - I - ,STAPLES ihISTAI_LF_D QR g ra ., .... :r_, 1.11 , - 2. Producl onehois sholl be as listed and spaced as shown an dolalis. -1 hR. , ., \ \ . TRIM I'1All•.M1ITACHEC) C"V, W In Anchor embedment to base material .Shall be beyond wall dressing or �.. .... � ^ � � : r i=- 2 aaa° Ry v '� n,� . .y \ f // TFIROUGH FASCIA 12" O C, INTO WQOD) =( ,� o U - € I . 94Rh°•hR•,,h '�" ^Z ^ M P v, / I . I5" O.C. MAX. ITT .1-CHANNEL SLOT c o 1 SIIJCCO. ,,gagaqaro ' , T - - z - ` \ I/ - STAPLES INSTALLED �. 24" O.C. 111aTq WOOUI UR T-FIAIL ;� 1T Q,C. ce - - - - to .- y 6 - - - .. - Raa'aq�ohR o 0 - : \ / - ON F CHAIdNEL LEG OR T NAIL V 12" O.C. - $IAPLES LOCATED (- ITIF0 WOOD - lU (lr ur it .,. - .11 "i VErEId b 'This drawlrt QI E1 SUbjF3Cl PO iUrlher \�;� qhR> , ,�.!, �+ I jIF410 WOOD OR MASONRY] z4" O.C.O,C. INTO FRAMIPIG - t OR MASONRY) °' - - - _ ... f� ill Site conditions trot co . y t7 � ,\` �- N r \ / / _ " a ,� .1, qqs \ �9='+�,s \ .� o rL _ / / NOTF;.FOP. SQUARE CUT !7VERHAI'JG, ` r, x 1 �_ , . engineering analysis. � , ' ma Ra ��. ,.�pf�. a j TRIM BG1roM or rAsclA FLAT AGr\IIa51 A1dEL 1 (;? T- \ " y. - m �fr y >aa'ahaa \�' ;v ! 'a�^�`• riJ rt7 \ / ' � ,- __--_ .] v r 1' r'I. L7 oIhets . rrlusi l7P <iaslpried prnporiy to n,ga'aw.,hh �N T.. - .. , C 4. wood/CM U S Qp conslri)...lo Y ,rohaaeRt a n a i (.1 'L.� 1 1 1 p i `�i- i' // .. rrmc dive loads front IITe SC�Tfit and/cr 2" x 2" batten str ps. ti\ �,htiro?� _ - - _ `�. s• - \ /% ' �_: i 1 Y \ . (� _ ..-,, r., I^ ` , r ._'>, I / 1 "-''C� ) STAPLE° INSrA.LI_...p @ - \. _ o - , _ .. .. ' -°qMq W :! 71 __ '$ __ ~`•"' rLa'T+'..'+nh ��- .! m..; ,t\`� \.r�.p > }�_ r , r9 •\•'ti. -' I ___'---.O.C.) `�\ o - . iASLB raP c MTT f?T _ - ---------- ehmw, •., m w rn v ( IZ" C)..Ir1T0 WOOD pl -_.._- -_ ,�...-------- - ~� ^• \ �a;�aa!d4.aa. • I__._.. c ..._..._ x -.... „ ' . ,,' \ '. . I, I 17-LLI.'U_ .-.__,-,.. `; - S OR s-- `� I �r r 911EbT # DESCRFF710N --__ > 6"a ct n _ _ -� - _ r Y,___- -^^---f_.-�__o•__-,-.,. -'-°__.- -_.-- I I I - I I * IAr.FIr.L LOT 1.-.. \. �.�'-.�. ,n,.. � �. __l._ .� L ,.-• ". \ �. ' . � T-f•IAII. � 1 T U!r . - � o �T �t z - � -_ _ TYPI1.e1 ele, Bl ans.&general rioter _ _ .- j . - ...._ . -' _ `•\.: \�. h".a;n �i ^art.; 1 'R 09 { ' I _ _ \ I!ta10 WC)OD OR N1A$OPIRYJ . ^)_- u Iir to --- -- —'-- / _ _ - - - e 2 I':Jn2l utslcrils - ...:. _••_�. 4``~` !- -r, _ t I L _ __ __c T . -T.-_r k O p a ..�.___.� '---'-- sca, N. T.S• _ t� - t �_-_ -_- -- f . .. . I Salfildetalr &desi f) re„uies --- 3 F 9 P _ - ---- .--------- --...-------- -- ... `'d -- - r , .- u. FM N a 5 •.,.. \ ._.-.- 1 .I I a q 1i :< 4 SVT1i1 delalis 9 design Ares urc's_� - -- ..._. - - _-'---- - -- ----.._..._. 5 r' I F \oT I dslals, ell rl resiVrss & pl,l cf materials FS ` - T, t .! d +g P d0!2(ollsnncl-j c- -w,.: - d \ - 1 ' .� I �2 . __--._--_-._ _--.__ _ -_._-_-_ -- r. ----- t , �y.- > . _- ra-a.0171mar n%;Ki ca:.n - a - STAPLE�R4`il Li 'cD R)-'" .- - FL-Y:1)IP.I o -ra _ -- as. ,1 1 �' (S tl I x - 1. 1 - - - . _....__..-_- n ENLI OF i ANEt AND •-'-: 1.,: _�. �. l - T i (f \ N i 1 - SfIEEr I OF �,) ;? 8"MAX, C'C .L_ --`-- --f Ld.l f �- l 1 __'- I G .,� 1 - 1 el .'5 __-= _..,.., 11_, _ 't",(� n_ T�.�l�.�tll 11t_i,�:i . - ,._...._..-_-_ .__-_-.-.__ lSfEUE1AIL„J" ,.IEEr••I l _ I _-_.----_.__�-_____,_,-..,...__--._,__.._„__.-..___,_,_,_,_, ,_,._„".._-__.- ; 'y i - .} .: -- , ._-. (3 1 I _ 118" MA' ._i J +r� r•, zl c, � La� 1,..4., Inc �� - - - .-. - I ffl" MAX. L--_ I" MAX.- -- ,I / ) .. M '3 C � � � .. I�, 4 \ - ` - I :• ( H'=: 1(_�9 a � - Tu,ulLing and L:nt ineering Scr�iees for the Building TndLl,tr}, ' - i/A 1.AX ^-I I - ,a4c N.C.S. ' � � n 1 - &p . � - _ 5 � �^ ay ,{^� r - -_ '+� F.O. Box 230 Valrico, FL 3�5"9:5 Phme 81.3.559.9197 _ .. .. .IV, ffil - v es E ,e DEML n l " DE p AJ,i. 'F G � rft , L - .. T%i ida P-d ('r P' esi:iunal F,111,ineerx C ii1c2le or Autho,i _° jO,I hlD. 9413 - _ '- - - ,1 Channel cFiAe%uac` NO.: - °, .. .. I a Fascia F-Chonnal FL-1201� T Tc 1 . _ D - pk .."..,.,,.,.,_._....-.__,._._.:_._.__...,-.._.-.__,__...-.................__.....,.:.,.-..._„_..._____-._.__,-._,-..-_.____..-_,--,.-_-•.._-„-.,--_,__,_.-,._.-_,.,..,___,_-----:-_'______•-.--_.,�..-„_,_._.-._._.:,,.ems . . . I . I . I L- r 'F s i r a - k' . ? 0 f. . ___�,_—�___-,._ _ _..I.,---,--___._ --.________,_.__,-_,__,__--._____---_--_ _,-- - -- r31=FCT' h!P$ FLOW TA1 F3 L� --' - - - - \ - - - _ ,__,._a - . AIR FLaIW AIR FLn4'il a c sat-ni'r'r!'� _. \ m ° " , _ Categar IAl3 (aatag(rr'd 4tift�lFl,L1f�O'Jt16"8P Product �i�fiRe j 9UI FIT F'rF \s tin c.s.^....m,....�...:q.;,..:m:....�, rw'n RF..t°: '�°� 1. i Rs. rLaN \� - n Y ..^..•,.,.,,.m,.:,.,....,,.-:..m^,�.nm..._,a.......-_• _ ,u„e,,.,,m,_a-.,a _ m,.,.n. .r,<° =4 F rya \. . � Q ° `� ° AlpterTcara Conssfrucklosa h9eLnfs - ---- - C - - --- � w :\� . � - -___- . °6Hi&R-1,11 - 4m,a;mg4 ~\`' 125" - F C. ° S c aW - - .. e Je 1 4U. Vvest'C•"liftonStreet r* ii npnnow 3.531 2.T'i%6 r'arr_I tMalls Soffits T p e� � Qu um it . PA,PFRH aRrhlaama'�1"' - � °U n t',a , .-._.---....--- a'+R No.,aagam: .,50 _..-- � , „m 4 A a--.,.,__,.-_..._r__...._--.,_.,-,_,,.,_..._.---,-----:.-._-.,_.-.,.....--,,,_- .. - _ . ..._ ... _- _..., n t i 1d 9°' AI inuivf aoff' ataaw^%a,aa r1., - -- _ ___ _ ,_,.____ __ ___ - _ _: __._.__-__ _ --__-- __,-_-._____-- hane 3, 3. 3363 € ._-- _._ _.. .. _ �1 a v I D ,e a o. R -_ �-__ - --� _ _ _~------' I')hone 313.a80.4444 l .e rVLAVFxr ruu vFrrP mea°o�R�tR - - ---- - �` _,- --_ _ - - -_...�.�...a..�T-.,.....:_...��s.., ,v... - - ; 'a HARnaw 1.1.T'4 EL15%4 � NRP.A.", 11-i4 11.15 io 1 k v �' i, Z \ Irkhl pESGRIPftGtt( *.e.,,^^^°v,,^.®,�..�.....,....,�_,..,.......�,�..^.,.,,..,:�.,,.,,..,„."..,.m.._,..,_., �.-.� rnrrer.l FAPPFRN �- - \,� Q1R+ra^ 1 f' rj �� rj_J_ 0 9 , c e 6 `k� - _--_,______ -- MATERIAL : � _ _ ,�'' . (1 (I u 4 - - --- 4a �`' a,a 7 D ° ° I FASCIA.U215' THK..4L.31o5-H14 _ ALUMINUrt Scope: T ris is I I _ t , a f To 1 Jrt C\ al_Iatian Fe ort issued b R 1r1 BLiildlra r;,alnsurtants I s� t > - --- \ - m,I ; 5 -- _ __ -_ __—,--- -- € c,a F !� Y nc. rid _yrtdan F. 5chnlicit, P.t=. fnrAlneriraiT •u�I VENT'n^oe '.I.L 1101T wive a +Imb \\ ..,� �� ___. l"�7 1, ,I 2"J"CHANNEL.0155'TI'IK.AL.31U5•H24 - -. .5R°lr: rAPrSnrf 3:99 ?..5E% a �araaa �. 9 s - - ------_-Y. ALUMIIdIJFri SPAN " A " ri °. a rAnr,e.r . N%,4,�.aa�a, _-�-- _ 3' "F"CHAtdNEL.0155"1HK.JV.31U4 I'II9 -- Mr ---ROOFO`VER)TANG z„ € m r"_A Construction Metals based On Rule Chapter No. 9N-3, lvlel�t)t�dl 1d of the State of Florida Product A\pproval, C?epartment oI �y �� ,�p�� Q [� [J [� (] �) [� r r, a _ -_ - --__ ALUMINUM T \, o Catnn)r,nity Affairs -Florida 3uiiding Commission. -- - - - - .._.-- i -- --' _-_ . Ymom m a+aW rl [� a r' I U 5 QUAD 4 PANEL A.1.0115 OR .0135" THICK) AL 3105 ---- ALUMINUM -� - K• L z h�aNIIN - _,-. _ _ 6 TRIPLE 4 PANEL (.0115 OR .0135'THICK) AL 3105 - - _ - ALUM NU ' Roar \ 3EE DElnu."A" g ., `a o , \�' '"�°N , n n n n rt n - -- -- - - --- I M FRnrttnr,---. I i' _ ., � �;� RV ,Building Consuilant5 and Lyndon F. Schmidt, F'.E. do Rol, tlays� nor will acquire financial interest in ilie company 1 a� �..\w - # I5 x 1-3/4" TRIM I TAil. S.S. l j.,r r T i Y (SI IFET 3) rR o ,. 1� c ,' g T l y _ IOUVEP, PATTERN (FULL SCALE b --- --.�__._ _ I I /` m e p manufacturing or distributing ttie product ar in any other elrriliii°,r' involved in the a rova.l' r?roe ra` u , r r-( " a�am ~` -� 18'GA.X I/4 SSST4PLE j'./!%/E3"MIN, EFABEDMENT STEEL I � u x : ° ° ` Rk7 r ems . I the .pre il.i�, named herein- 1.25' -�-+-- as �� ° `, (LOUVERS FORb.TFU Ili SAME � 9 A --� - � i \ m ? ° �' �- tt mm� ` �.RN�aaa,a DIRFcitON As RINs) � 9 2' Y, 2 BATTEN STRiP SG=.42OR BETTER/___-!- I % . ° 1" tz r LT - WlmNINIp. o'mNN � E d -- ---- ,_-._-.--- WOOD 4 ! -. \ ° 9 m � E � ��,O —r() -r_ 7 :� 8�_-_- I —__t 1 rPA B _. GRCIJP 1 EX'I 1 I j a ± mo mta'a as 5 32" nLY11UOD U BE E . \ t ' az 1-.I_ __� b � - n i, II ----- - -- (__ -_ R fT R ---- N/UC/D I '11� - .( a m o. a m .B $ C !!.dfE 0.foPic, -I55" 0105" I �4ara4ahe c . _ a T, - \ $ ' _,___ -- �a a a _� -I - ° -- 1 z J w 1 I 09r' Di,4. T-NAIL (rti`; 5/8' MIFL EMBEt]MEiJTj - -_ ��- cTEEL _ 1 T- Y 'I `� o ,e � i ` R. �. \, I R \ \a �. I r c '2 __.__-__ __ L->p=====_ _ 1. This product has bPPn Evaluated and is in com liance ti'ith tflr� 21Tip FGL ?'r ' a A,,S OR9" -._-.. r q l. -br�tm �\ VIEW"AAA"(�KSr_A`-L_(' "\ in o 1.Y� / LI•IUDR � -P p Ja building Coda (MC) excluding the. ") tigh Velocity I' 1X2VERTIC�4L SEEDFIAIL A.-- r . ,._. J - Wu011 . . lillrrlGEJn91C3F1R°; r rn r i,, mn"x¢iaaaY, �..,, t t `�\,\� , - Ic "- 17 X3_)/4" FRAIMitIG(SG50.42)._ /j �\ .. FASCLd J �FJ?h.f1El „ ahaa°aga5i -yy'k'\ FU4I VECJT fIG_tmureRN I I N.D.GAI'J.STEEL_ ATTACH \. -1-. - 12dX31,14" (SHEET'31 / FRAfiFp _.T-.-.e,-_ �' [� � \ ,_I, 4HAAFIEL ti �ma°e'agq,a, C?•ti_/ (Lauvera rorn,ed In =orn� a � ` c GALL'. S1EEi. / cOFJTIFJUOUS 9 Plumincrn MUmin'Jrrl (.`1J Aluminum hs®aa<e oya, - dlr„cll°n °s rlbn) "r -4^' \ 11 o - Uh,tArJN NAIL (d 24'" C2C. COMMON NAIL SEE DF(All." Ia :, -' 3 '7 e - - - '. �.tJm"* `\�- a a !N 1-3 4"MIN r- !. �'TOPTORC?O F H.D."-COr,•/MOnINAILn2dVO.C, BATTEN'0CL ti<_� _ 2. Product anchor,, shall be as listed and spaced as shown on details. Av�ct,ai e.rnbedi ent to base materials 1 _ e , r - ssi - - = as a� �,"� / ! r R- j F RAMIr�G . + tiaf u. beyond. td, wall dre_.�tng11 _ -_ - I a :, q o `sea h '` -!-- _- -" 1.4Vi 13/9" FAIN. EMB, sPAta - - .- 93", covERA,F{Rr�1--"-1 r .., aw:n'm �'�"' h °'ai\f [n xlk' , • i -"c- _ Oi- S[UC(,'o. • ! CaVERAGE IRElI (-RIA. ItY1.rl _, nl°dplJr t3 \��.. _ 1 M ,�s,9r.S�s,r.�ari 0,,' _ _ P �I SIDE �SPAR6 L. j� ��_ _ rr ,�' . 3" _- ,� I i �` , �, h (. Lruss Tr�n)(nq c,ntiipve ondiliong not covered by r1raMJinrl FL••1201 -1 are st.tb' t tr_ EaltF er erT. in�eri �. . I f - .,, o _ I _ Sho , rv,r ) : • �i 3. Site jec g cl , j_ .al 1_. - _ ° _. ==ram - I ~�• �^ I(( `0 6 � analyii—sis -. t,i �' \ ( I� �, Q t a i �\\ `�y 4 // 8 S. "'� , 4'2•. 125" q f:' r f' \ $IAFLESIiJSIALLEC)C m 4, Z / -D , - .031 I.C. _.�,, b ,.I?" -- . z~ �" 1 a�� (tr ] srArLes uTsrAu.En t � n bVa s . , , , tD. !J \, . cr'l. - _ �, _� M rqh, ,-'�.,a '} ,n- r „ _ o, Od, _,tv1U Wall COnstfUCTlan, by others, tiro al ue design_ d properly t� r-.:eive leads from tile sr.ff't F ; - •, - , T' _ ° �y n -END f., 1Y C:ln �! PANELAIiD 7 .. I nd,o1 2" X ?_' br..tten .tilt )s. e i' °' 1]�ULIIJ[lfli]U,J9q w* f OF - (F9 _ a w f - - - I� , a°*;t _t`heh - ' 8"FAAX.00. .. i (SEDE IL" 1e �_q=11'- I a'11�hA tN a-t. o U _ f Sj -_-_ � o C)i ;-� [] I] [� LI aq o, _ (SFFUFTAIL.,J:.i ro' �,q„ �� -.- --- 1 CI fl f] Ll Cl . °'Nl' -� y' ` `=' � ).- > p (seEDETAIL"i"I ( fu 5. See drawing F1:-12019.1 for size and design preSSLIfP lirnitatioit. . .__.... I ,33" ml tr, �, q I.i',Ra Gj ._ �� \ - a o, - 3J' z G i - -_- b) 'Y i1 I I I] 0 CI f l ) , \? *; I �. Er aTYtrr RIB ANo ErtDJ2 A!IJq C1 Q i.1 [i L ` 0 I qq� � , W -, I f .. I \� ,PAN • A " � ' :; In S �'� �T i�acarsrle+rFs; - -- -- . - [1 1] L U1 []A-- yW. .9,4 `",- � an o c, - � - g Tr 3 - _ -- ._ ROOF O EN(AHG - - - - . �£ TAI i 17_' GGVERAGE -_- _T. a', roq a. o o ° ( ,7 6) .- C i . �I Teat Re _ t tk" Test Standard T e_s8irs� L�F��ot'ata►}f Si saecl to u i1/I5" -"1 ^- r,l•L- FFF, P�:!IE__ gACJz.tA-1" �A'a --- 5 a ¢ - __._ ,_,... ed_L1,. I 4" PITCH --•-'- 25/8" vrionl�pnaSatEronlCIO\IERs IL.,\F.RS ..R EDIPJ AJ-SF ymw,'�°'a�'!,q��,,,iA �° o ` DETAIL rr I1 a, ^. ISHFE14 I.-._ � - - ° - ..�� °� A e \F a r 1 iTDnF �� ..%. ' 1. �, 1 kL 0119C(�T'1 ASTh4 E33U-02 _ Testing Evaluation Lab., Inc.Lyndon F. 5chntldt, P.E DlRecnoN As R!Bs; L q. y , � n - �� to I g _ !I \ Re> m) a 91%Ifr::SFrf l�itGli{!12- 1)ESrtad f4E3rIJ F, PSF `RA711t: _ � SF_ENOiE2 _ - .-- - "-` \._ - D 385" A 1-\ , , ,4 L1 - -'- r. - - - w CIDNritiuEJUS B ATTFI r . • = �- I / / \ r - c t d ---- I� fnSttiVk VFUA 711E' I I /' i' \\ a G iidW317i-4� f rK �uFRf� f7d MritC-G'_4 sd-E�#It -' j % TPFPLE d E A f{L•G 1 P' o.' q 4`\ - i.. I a \ 1 .. . i _ _ - �'-` L ...T- - ic, o \ _ i �- ' - , - = _ _ _ j - M1lo_ FL 'I U19.1 RV"d Building i Consultants, Inc. f t198"I. ,) c• t - D.r L}I1dCl1 1 . �)ClIiTlid,, l".) -- - 16"COVERAGE --- - ---___ ._._.__- _,__..__._ j VrRd';�,h.ga a ua,_ 0_I�I]_1f_fJ._. o I i4" d7C1.(F -70,Q _,.s%-i I l �.,. i� \ O [ 1 - 5u" (REF) VIDY "A P:' j4 x SC'ALE), peyq`%r M, ; sa^t�: !y,,- 5, - � `' _ / /' __. -, ---- II I i - F ' \ u) Icc _ " q! qA'm. -- - - m (/ `'\ ! - ' 1 i� 3C.. Caicu atiCsn° - _ ; ��- 4cq P ( { - 2.62" — iI'InIIIAYAII,Sp.rF'IRLUUrcR.4 h\ ;ti9 DIrF. sv: Jk T1 18" 1 G �; \ a o _-x Pr�A�r3�9 9t tR 3 a t I 1 ,,a:.. \ .. - -- ---- ,-.....,.._ �r'/_\�:�- ! \(,:� \ •,.ci c�i, a _..t £il a's ,.Ox9..S.{ �_.-1,( {!S''fa'R tr 'c�FL- B,: LFS 1`_'� ( l.. \s.-•1:., _e____ 1 ^i o rrnf,l •I( r`' I t/ ':El s `.v. �,,.h \ r _._--_._I. 0VM ___,+ _ - ,.L .Tort Tc f'\V'1�u)1di11 �tlsultantS .nc, C.,r,.t?1' +�11 , /\ 7-- FULLt'ENi'-NARROWVENTFd1rVi � ,,. ---Ir / ! - _.___ - - g ^ ( } I,. Irdon f' . ' c,11n1iLit, s . 11 ,\ _ - I `,..._ r >. --_ -/' («?.'i 7- �n„ter fonn+d In - - \ ', _ - - - - y _ _-____-_J _--..-_--.---.i _-.__.__ __.__-__. n sum• ^_Irv*°Lmr q, nl ) ,\ C IK ) FF ` MII i � r; / f 2e^ r 4a 0 h(i LI \ 7 _4 qR { - (- - -- IT o 18 13 - % / - . __-_.___ _._._ _ _- - , --r -WOOD ' r f3IfAB4P611JEL� --- °, �__r, _ - �- _-= -- --- - -\ 5E1:fJfrPdL^I" I�`�.;lTl FCr\tiEO `v:�R Lt.LSLf1�tSUS7L3�� `� \:/ G Gf J - I �� -.F. � - al 11 r '�. ,.1,?j :� •�'•.. .i51 _._.__ ?., 15.3„�'' . ^54,5 SEEDEL3.IL."A." .`� 1^ `-� i _,._-___,.__.,.,..._-,,.,._..._.._.,.,_.__...:--_T-.�. _.,-.-._.,.- - ._-.,- - •-__,-_ -- f I n CP.rfll'! , r ''1 J- s=+ . , •r+ - �.:.::r, .. ' .. -'' - . ` .,_,, _:T_ �,_.__.__ _..__._.__..__., - ! cate €1f Pa Uc pation issu_.d ny 140to,rial /\cerpdilatl. n and fPana , m nit InstilutA ce.rt)f tilt if at A Ter' , '' _ - _ - - �-� (SI IEEI 3) - --- J�-.-1- z r 1 ) g 1_ , ican 9 _ w. __. _ --_ . _._-_.__ -.__. __.__ _,.,�,. _ _ �9 9 . r ---=' l .--a I •---_---_211 _� +5(' (y I 3n;a U Constr�Jc!larl fvleia.s is rnanuFac urrng pro 'IS Within a quality a ssurarvaO ;l)rogralll that ccyriviies with ISK /)EC 17020 •" i l unr�-i/e/�s : and Guide 53. I RE. er ! V,OL)DFRNIR 3,",AIUC'01NJECTIOIl1,S0 ED�SIGPaFfI SIDE FLEW - DOUBLEPAI't# AIT�� scrL - _T=S_ __ i ----.---.__ _,___--_-,_-'-_•- __. R� e fJ. 1JL` 1., - - ------ 5 C.C, MAx--__.-.- ...-. BY ME.4RCHi ECT O NC.114EER OF- RECOF'D c') - . ,l 1 (A r, R E - (Shown w/ tnlstyh� rllnq t rP! T rig) - - z ( i •f• 2, 12dCOh,ih1'7N HAK.OR111,VWN COh1C�E1[ Sf REI,V IN tit LF;S _ t.wiwI'D r : e I�EIIs, r, jtll!•!.1-i/f rr,S3rnFv4;NIJ�)r9'ONCEirER R FL 1 ?t:1 c I o.11 , -- N _. _ _,...T,_ .,._.M..,. ._.-_.. _ _ _._ -.. .-.-'-.-,_,.-,-,;-T,:,,...,.,_- _ s.E.T 5 cr `_ r . , vilLior) f - chniidt, P.E. M11 f rd@7 i3/LQ1q tm) r W n Pt 1463 Sheet i of y sar1 F _ SPAN " A " _.,._'SPAN " A 5PAItl :: A ,. _ d c m nl . . .. ROOF OVERHANG ROOF OVF,RHANC ---.----- ROOF OVERHAN., z , m T ' _ I m' u i R L1rJF ii"'_^� ROOF -\ % '--> RDDT / -�\ ° u '� 1, _ �n,� - FRAMING \ __ _ _1 • . FRAHINI.i I FRAN111G 1. _ '_ \ , 1 m "'4? is --------- _.... -------- - - ......------.. - - -- -- _---- ----- ... - \ / . \, ALUHINUH /ii - ` " \ i _ \ ALUNItNr1 -"'-.- ,� �'' - \\ e1 D a z ° � ; I L , - ' _ _ - � I. _. FASCIA ` \ \ FASCAI I \ � 9 ° L o � T .rr :-_I ...... =- 1'' TRlhl rr"" - I \ _ TRltl 1 - o g,, ° e 1I _ _ - _ s. \ �&-,-,I-_� - - - -- - _k "__= --1- �° i S y _ trio ah `4, corm ! = EMU DR SUFFIT-� CPIU Dh F}) � _. - _... .... -- :. ._ arrlT- ✓ woop \ WOOD WOOD - a _-SEE DETAIL"A." � \SEEI;,EIA11 'C'-i _ _ _ _...----.._.------- .._. . '. -SEE DETAIL".`," � o FRAMED FRAMED v FRAFIED D_._.-__ _._._ . , _ ,! SEE DETAIL B' \ \I r Dern1L"L1„ . _ ��_- rr DEr.4a c. ' -1 �r__ r -�_ LDF, VIEW - 511 1G 6 SPA€#�F CI.+• qNE �I�i@ VIEW f� = SINGLE E S+ &� ldlif l-p,• �i±�yeL� ��f�F M'IF'f'�` ` �1��La �F'r+i, �trr �_CREt"�P\lf�9iw1_ 1 W �, (Shown :v/ Lluss/Trandllg Can(i!EVR() - (9)own !1 this-s,,(ianrh,g cai,!Ilevv+r) .. /Shown w/ rn Lti/frA •d,:� Cel tileve.l) I r�ic ' 1: 1';i 'i OFS1r�N .., _:: trRE rSr1� . - rJ j a - : - I 1.k, Si({L,Lc SPAN QN(-rN MIM NAIL ATTACHED � `m _ A MQSFTF) E Nl L dj1V THROl1GH FASCIA \ ; ` \ % NOTE; STAPLES Fs INSTALLED ! 2" O,C. (INTO WOOD) s I i . J lCHANtJEL SLOT OR T-HAIL ? 12 ^ L' `\ T. ..-_'_ 'D 15' O.C.1�1,AX, \ \ / - FOR SSd!JAF,E CI IT OVFP11ghIor IN r -��, v o -n . . - - - - .. - - Nlp Y`frJOD uR td.!40NRYl 1 nu 8 i 70,9 -141.0 \\ f - -- TRIM BOTTOM OF FASCIA Fir\T 1. � c r, • . - _ - �i. 1 AGAINST PANEL l . / siCrLF5LOC41°C 19) r 0 4 to" --- +ba.r�-c0,0-!��,.,\ 2•i"Ilr.11llOfr'.Af"ilhl(3 y-.0 n• - -% (Tl� 2 . _ �.—.-. ,-� -.. , n r . 1z' 150.C1 -60,0 7>)•.,\ r\ \ I 6 1-- , L._ x 14" +38,5 -38.5 � (I \ `I i STAPLESLOC1AIEla I �+ i� ' •-- -- - L 1 24' O.C. INTO FRAh%IG .r - - - - s 16' 430.0 3a,0 { . ry 1\ _ , I-'�M-w� -- I i i m TI n pIOTE' WOCD FRAMING, AND CQNNECTIONS TO Br 5T.APLES INSTALLFD 0 i --- .. I " �' 7 1 r �' • � 1: i DESIGNED BY TILE ARC'NIi ECT OP. Et,IGINEEP, -ND OF P) I t, _ -- _ ; .. �. �! 1 1 i J ry c: OF RECORD 8' MAX,O,C. - - o, - 1 '7 ,-� ,/ ,.` -i ` ') T r v cn l I (SEE DETAIL "J " SNECI S) I �. I�1 J . i Iwly- i x) llf `/ I ,_ .i _ '� I /B" 1t1,+,X, �. �..._ tom.- \ 1 II ( _, ,.' MJvx•-+--- �Q r•. _ _ _ _ _ _ _ {, �� , . • ` ! 1 JAIL rr � " .f I �'� - � - *' � t 20 I < 9 - - --\ '\ ~i _— - r4 F0S 19 I,J r r.« y _ I frf F"! ^.*r-_ -_' I - - _ - I \ 1 \ ; Its \ I-(,homnel I 1n R`'. .I T-_-.-�I ! v r i c�j, I a - - ti -s -�_ -- \ SIAFLESIF7STALIED 94 O.C, (IIJTO'r"iOOD) Cat! i Cli! hI`IEL l'c OR T•FJAIL,4 12" 0 c, 45�\ °� ,,. `n / j ' ,, \ (R1T0 V•OGD OP, MAS(J1aRY) ` , - SI P(CS IpISTA! ! ED i'Y' O t 11N10'rFO00) Ihl J 61ANi FI. SLOT OR T-NIA4. @ 12" O,C. E 7 J� � fi LS. _ L i - " . /'\ STAPLES INSTALLED a ig-o.c. ttHro WOC;D) i, ma er. :I!, r T. : (§) /8'tAAX.--'i y- {.10� �• ,LAOSONRFL�lJ2'O a ILIA e1 - _ __ rcr . v ; LF ' -- _ z (INiO'r`!i)+71`oR e, I ChrJn!w i ..._'. rr. ivr:• .. - r� I t�1~9AI[e �-° - Fascia (1-12LITS,i o I ., ., A .. F-Channel 11 11 HEFT _ J� - . - - . _ - r _ - ', _ _ �1. .. . t L.. -� .. _...--- .. _ .--..--- ---=— ---._"'--- -_....----- �-'-_....-...---- _._-'-. _ _ . . - -___ .._...., _... I . _ - .............-_. .._-_.___..'"-"-.. -... _.... . ... 1.11_1.1 - - ..ac, _ ,..., _.__......._. ...._..:..•_ _.,..:... .....-. _..... .._.-'-._.----_....'-__-- .._.__ ..___._..._- _ - -11 _.- .__._ _. ._._.._.___.. _ _....... .._....._-_.... _.. __ - ._.... .. _..... __- -._ _.....__ __-... ... - ... _- - ----- _--_-_-. `- __. -__ ..-. - .. _.._.... -._. ......_...._. _-.._ _ .. .._ _...... .... ...-_---. -.... -_._ - ._ -.:__ _. -_ - _ _..-. --. .... _- _ - --- I �, I - - _... -.__._ _._ .�__ ...... _.. - ... .. - _,.-' __. __._ t t _ n ,h, I♦tll !tk ,1kLPl li,6 ll u'l+l. FD8ailit p. 't - -. - ___- ...._....-_. ___.. ..... .,-... ... _ ... _..._...... ... ......... .. ... -.. ..,. ._... _. _ .... ...._, ..., '. . .....� 1. 1...1.... -.,.. ....... .... ..,....... _ - _. __ -" _.. __...._. .__ _.--___ _- -. __._ _ _ - .,.__-.. ....._.. _ ,. __. - MES Evaluatiorl Report SR1.066 Reissued May 1, 2010 This report is subject to re-examination in two years. wwwJcc:e.s,pir 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 OD -THERMAL AND MOISTURE construction types over approved sheathings capable of PROTECTION supporting the imposed loads, including but not limited to Section: 07 46 33-Plastic Siding positive and negative transverse wind load; and as closures on the underside of exterior roof eaves (soffits). REPORT HOLDER: 3.0 DESCRIPTION CERTAINTEED CORPORATION The vinyl sidings and soffits are extruded from polyvinyl 803 BELDEN ROAD chloride (PVC),resins. The siding panels conform to the JACKSON, MICHIGAN 49203 Citems, requirements of ASTM D 3679 and are formed with an (800) 233-8990 upper edge having nail slots and a lower edge that hooks www.certairlteed.com into the upper edge of the lower course. The accessory used to detail the application of the product as an EVALUATION SUBJECT: exterior wall covering, are of the same material. All panels are designed with receiving legs and a nailing CERTAINTEED VINYL SIDING AND SOFFIT flange with a 1'/a-inch-try-318-inch (28.58 mm by 9.53 mm) ""- prepunched elongated nailing slot spaced 2 inches ADDITIONAL LISTEES: (50.80 mm) on center_ All siding panels used in horizontal applications have weep holes prepunched at a minimum of VINYL CARPENTRY 18 inches (457.2 mm) on center on the underside to 750 EAST SWEDESFORD ROAD provide ventilation and drainage. VALLEY FORGE, PENNSYLVANIA 19482 (806) 233-8990 The panels are available in different colors with smooth finish or embossed with a matt or wood -grain texture. The VYTEC panels range in thickness from 0.036 inch to 0.50 inch 750 EAST SWEDESFORD ROAD (0.91 mm to 1.27 mnn). VALLEY FORGE, PENNSYLVANIA 19482 The accessory shapes include a fascia, "F" shaped trim, (800) 233-8990 "J" shaped trim, drip cap, starter strips, inside/outside comers, quarter round soffit molding, undersills, soffit cove WOLVERINE SIDING SYSTEMS trim, and "H" divider bar. The thicknesses of accessories 750 EAST SWEDESFORD ROAD range from 0.040 to 0.050 inch (1.02 to 1.27 mm). VALLEY FORGE, PENNSYLVANIA 19482 Refer to Table 1 for panel thicknesses, lengths and (800) 233-8990 profiles within the scope. of this report. 1.0 EVALUATION SCOPE 4.0 INSTALLATION Compliance with the following codes: 4.1 General - in 2009 Intemational Building Code`s (113C) Installation of the system, including the panels, corners, starter strips, trim and other accessory items, must be ■ 2009 Intemational Residential Code (IRC) installed in accordance with IBC Section 1405.14 or IRC Section R703.4, as applicable, ASTM D 4756, the r Other Codes (see Section 8.0) manufacturer's published installation instructions, the Properties evaluated:-#aficabte code and this report ■ Exterior veneer 1 4.2 Siding Installation: ■ Wind load resistance transverse u�s alled over solid plywood structural sheathing complying with DOC PS 1, or Exposure 1 ■ Types I, 11, 111 and IV (noncombustible) construction oriented strand board (OSB) sheathing complying with it Fire -resistance -rated construction DOC PS 2, covered with an approved water -resistive barter as required by the applicable code. 2.0 USES The method of application of the siding is by first CertainTeed vinyl sidings, which are also sold under the installing a starter strip horizontally, along the bottom of the brand names Wolverine, Vytec and Vinyl Carpentry, are building matching the lowest corner of the building. The used as exterior wall coverings on buildings of all starter strip is then nailed to the building every 8 inches ICC-ES F. va(tralinn Reports ore not 10 he construed nr rc/n'e.ccn[ing oerthetics ar anti othar nnrihuhrs nor .apeciJicn!!4' nddre.rced, nor are [Irep rn he construed �� - ns mr endorcwvent nj the suhject o lhc: rr: port a' n recanincndntimv nr iLc nie. There is +ro J i 1 to arrnnt}• by ICG Evaluation Service, LLC; ecprets nr inrpliec% a.c to anvJindhq or other matter m this report, ov os to orm product covered by the report. _ Y • y._ ,• W Copyright © 20'10 Page 1 of 6 ESR-1066 1 Most Widely Accepted and Trusted _ Page 2 of 6 (203.2 mm) to 10 inches (254 mm) in slots provided in the mechanically fastened with noncorrosive, self -tapping, strip. The nails must be located in the center of the slot, 2112-inch-long (64 mm) screws with minimum 3/a-inch- leaving a minimum 1/32-inch (0.8 mm) space between the diameter (9.5 mm) heads and 1/8-inch-diameter (3 mm) fastener head and the face of the vinyl nailing strip, to shafts, and with minimum 5/a-inch-diameter (15.88 mm) allow for expansion. nylon washers, to the exterior of a steel stud wall The inside and outside corner posts are then installed on constructed with r/2-inch-thick (12.7 mm) gypsum wall all building corners, and accessories are installed around board on the exterior and 51a-inch-thick (15.88 mm) Type X all wall openings, gypsum board on the interior. The assembly described in The first siding panel must be locked into the starter strip this section must be limited to installations exposed to maximum basic wind speeds (3-second gust) of 100 miles and nailed to the building in the center of the nailing slots per hour (161 kmlh) on structures a maximum of 40 feet every 16 to 24 inches (406.4 mm to 609.6 mm). (Refer to (12 192 mm) in height under the IBC. Table 2 of this report.) The nails must be located in the center of the slot, leaving a minimum 1/32-inch (0.8 mm) 4.6 Fire -resistance -rated Construction: space between the fastener head and the face of the vinyl 4.6.1 One -hour Fire -resistance -rated Limited Load - nailing strip, to allow for expansion. Succeeding panels bearing Wood Stud Wall: Wood studs roust be nominal shall be similarly installed, locking into the panel below. 2-by-4 Douglas fir marked "STD & BTR, Doug, Fir, S-Dry," The horizontal siding panel ends must be overlapped spaced 16 inches (406 mm) on center. The wall must be 1 inch (2.54 cm) at butt joints and held 1/4 inch (0.64 cm) constructed with a single bottom plate and double top clear of all vertical accessory members at wall ends and plates.. The wall is a maximum of 10 feet (3.05 m) in around openings. For vertical siding panel end joint height with double 2-by-4 wood fire blocking located at treatment, refer to the manufacturer's installation 8 feet (2.44 m) above the bottom plate. Stud cavities instructions. must be filled with 31/2-inch-thick (88.9 mm), R-11, mineral wool insulation balls. The stud wall must be 4.3 Soffit Installation: covered on the exterior with one layer of 1/2-inch-thick Siding and soffit panels may be installed as horizontal (12.7 mm), exterior gypsum sheathing, and on the interior soffits at a maximum span of 24 inches (610 mm), with end face with a single layer of 5fa-i nch-thick (15.9 mm), Type joints on supports. The panels must be retained by FSW, fire-resistant gypsum wall board. The exterior wall F-channels, J-channels or aluminum or vinyl fascia caps, sheathing must be covered with a water -resistive barrier. The channels must be fastened to the fascia, nailing strip The studs are.assembled with two 16d smooth box nails or solid wood sheathing at 16 inches (406 mm) on center, o3 each end. The wall board is installed vertically with with nails of sufficient length to penetrate the nailer 1 inch 1 14-inch-long (44.5 mm), No. 6, bugle head drywall (25.4 mm) or to penetrate through the material thickness, screws spaced 8 inches (203.2 mm) on center around the whichever is less. The minimum No. 26 gage (0.019 inch) perimeter of the board and along the studs. Vertical joints aluminum fascia cap must be bent to form a minimum are staggered on opposite sides of the wall. The joints 11/2-inch (38 mm) receiving flange at comers; channels must be treated with ready -mixed joint compound and shall allow for inch (6.4 mm) of expansion at each wall, spark-perforaled paper joint reinforcing tape. The siding To permit expansion, panels are measured to length and must be attached to the studs using 11/2-inch-long cut '/2 inch (12.7 mm) less. The panels are first inserted (38 mm) roofing nails with flat heads, spaced 8 inches into the wall channels and then into the fascia channels. (203 mm) on center along the stud. Each panel must be secured to the fascia or to nailing The axial load capacity of the wall is limited to a strips at a maximum of 16 inches (406 mm) on center. maximum load of 1050 pounds (476.7 kg) per stud or Adjacent panels must be interlocked. Fascia caps must 32 percent of maximum design load calculated under the then be installed over the panels, and a drip edge must be AF&PA National Design Specification for Wood placed over the cap to reduce moisture intrusion. For porch Construction (NDS), ceilings, the ceiling perimeter is framed with the J-channels 4.6.2 Fire -resistance -rated Walls on Buildings of Type or F-channels, and panel placement is as set forth for V Construction under the IBC: The vinyl siding may be soffits. installed over code -complying, exterior, fire-resistance- 4.4 Fasteners: rated bearing or nonbearing walls required to be of Type V Siding, soffits and accessories must be fastened to framing construction under the IBC without affecting the hourly with either galvanized, aluminum or stainless steel nails rating of the walls, with a minimum length of 1 1/2 inches (r El mm), a shaft 4.7 Wind Resistance: diameter of 0.122 inch (3 mm), and a /16-inch-diameter The design wind pressures must be determined in �11.11 mm) head. Minimum embedment into studs must be accordance with Chapter 16 of the IBC, or Section R301.2 /4 inch (19.05 mm), Corrosion -resistant staples may also of the IRC, and must not exceed the allowable values be used, where indicated in Table 2- Staples must be shown in Table 2 of this report. 16 gage, with a minimum length of 13/4 inches (44.45 mm) In areas where the basic wind speed (3-second gust) and a crown width of /is inch (111.11 mm). Minimum staple does not exceed 100 mph (45 m/s) and the building height embedment into studs must be /4 inch (19.05 mm). is less than or equal to 40 feet (12 192 mm) in Exposure C Accessory materials such as corners, starter strips and areas, installation must comply with the prescriptive trim must be fastened in accordance with the requirements of IBC Section 1405.14, manufacturer's instructions. In areas where the basic wind speed (3-second gust) 4.5 Types 1, 11, 111 and IV (Noncombustible) does not exceed 110 mph (49 m/s) in Exposure B areas Construction: and does not exceed 90 mph (40 mfs) in Exposure C areas or 85 mph (37 m1s) in Exposure D areas, installation must The vinyl siding may be installed on the exterior of comply with the prescriptive requirements of IRC Section buildings of any type of construction when installed over R703.4. For applications in excess of the prescriptive maximum 1-inch-thick (25.4 mm) expanded polystyrene requirements, the installation must be in accordance with insulation [1 pound per cubic foot (16 kg/m3)j and IRC Section R301.2.1: ESR-11066 ' Most Widely Accepted and Trusted Page 5 of 6 U Ul RJ ESR-11 1 Most Widely Accepted and Trusted Page 3 of 6 .� ... . a _.�" a__....., ,. �a ., .-_a,. .. _ ._._ .,...._ __ .,... _._ _ _ _...•_ .ro_� ,.., _� -M ._ �..a „. , ., in Wind resistance of the soffit panels is outside the scope 8.0 OTHER CODES TABLE 1-VINYL SIDING AND SOFFIT (Continued) I Z 4 Ul M of this report. 8.1 Evaluation Scope: Resistance to positive and negative wind loads is In addition to the codes referenced in Section 1.0, the determined by structural capacity of the substrate, products described in this report were evaluated for 5.0 CONDITIONS OF USE compliance with the requirements of the following codes: The CertainTeed Vinyl Sidings and Soffits described in this n 2006 Intemational Building Code° (2006 IBC) report comply with, or are suitable alternatives to what is ■ 2006 International Residential Code° 2006 IRC ( ) specified in, those codes listed in Section 1.0 of this report, TM subject to the following conditions: ■ 1997 uniform Building Code (UBC) 5.1 Installation complies with this report, the ■ BOCAO National Building Code11999 (BNBC) manufacturer's published instructions and the ■ 1997 Standard Building Code (SBC) applicable code. In the event of a conflict between the manufacturer's published installation instructions and The products comply with the above -mentioned codes as this report, this report governs: described in Section 2.0 through 7.0 of this report, with the revisions noted below: 5.2 The siding is limited to design wind pressures shown in Table 2 of this report. 8.2 Uses: 5.3 In jurisdictions adopting the IRC, the siding must be See Section 2.0. installed in accordance with IRC Table R703.4 and 8.3 Description limited to areas where the design wind pressure does not exceed the values shown in Table 2 of this report. See Section 3.0. 5.4 The exterior walls must be braced or sheathed to 8.4 Installation: resist racking loads with approved materials in Installation must be in accordance with 2006 IBC Section accordance with the requirements of the applicable 1405.13. Section 4.0 applies, with revisions as noted building code. below. 5.5 When installation is on Types I, 11, III and IV , Types 1, 11, 111 and IV Construction (2006 IBC) and construction (IBC) and noncombustible construction Noncombustible Construction (UBC, BNBC and (UBC, BNBC and SBC), and fire -resistance -raked SBC): See Section 4.5,except the assembly described construction, refer to Sections 4.5 and 4,6 of this in this section must be limited to installations exposed to report, respectively. maximum basic wind speeds (3-second gust) of 5.6 The siding must be installed only on exterior walls 100 miles per hour (161 km/h) on structures a maximum covered by a solid sheathing capable of supporting of 40 feet (12 192 mm) in height under the 2006 IBC the imposed loads, including but not limited to positive and the BNBC; maximum basic wind speeds (fastest and negative transverse wind loads. mile)of 80 miles per hour (129 km/h) on structures a 5.7 The siding may be installed on buildings of any maximum of 40 feet (12 192 mm) in height in Exposure construction type under the IBC or buildings under the C areas under the UBC; and maximum basic wind IRC, and at a fire separation distance of greater than speeds of 70 miles per hour (112 km/h) on structures a 5 feet (1524 mm) in accordance with iBC Section maximum of 40 feet (12 192 mm) in height in Exposure 1406.2.1.2 or IRC Table R302.1, as applicable. C areas under Section 1606.2 of the SBC. 5.8 The sheathing must be covered with a water -resistive * One -Hour Fire -resistance -rated limited Load - barrier, as required by the applicable code. Bearing Wood Stud Wall: See Section 4.6.1. 5.9 The siding is manufactured in Jackson, Michigan; o Fire -Resistance -Rated Walls on Buildings of Type Claremont, North Carolina; Joplin, Missouri; and V Construction Under the IBC (Type 5 Under the BNBC T Vt U d th SBC T V U d th Williamsport, Maryland, under a quality control f Y, e n er a ype n er e program with inspections by Architectural Testing, inc. UBC): See Section 4-6.2. (AA-676). e Wind resistance: See Section 4.7, except design wind 6.0 EVIDENCE SUBMITTED pressures must be determined in accordance with Chapter 16 of the UBC BNBC or SBC as a licable or PRODUCT NAME, PRODUCT CODE PRODUCT STYLE THICKNESS (Inch) LENGTH (feet -inches) The following products are sold under the brand name Vytec: Nantucket Double 44neh .040 12-3 Double 4-inch Dutchlap .040 12-3 Double 41/2-inch Dutchlap :040 12-11 Beaded Single 6'/24rich .048 12-4 Proside Double 4-inch .042 12-3 Double 4'/2-inch .042 12-11 Double 41/2-inch Dutchlap .042 12-3 Single 8-inch .042 12-3 Triple 3 Triple 3-inch -042 12-11 Prestige Double 4'124nch .044 12-11 Double 41/2-inch Dutchlap .044 12-11 Double 5-inch Dutchlap .044 12-11 Eminence Double 4'/27inch -046 13-4 Double 41/2-inch .046 20-0 Double 4'/24nch Dutchlap .046 134 Double 4'/2-inch Dutchlap .046 20.0 Board and Batten Single 6'/2 -050 10-0 The following products are sold under the brand name Vinyl Carpentry: -inch Invi Nent sTriple. Vent Soffit 46228 Triple 3'/3-inch Vented Soffit 0.044 12-6 Triple 3'inch Soffit /Verertical 46229 Triple 3'/3-inch Soffit / Vertical Siding 0.044 12-6 IronMax Soffit/ Vertical 47201 Double 5-inch Solid Soffit/ Vertical _ Siding 0.046 12-0 47205 Double 5-inch Fuffy Vented 0.046 12-0 Universal Soffit/ Vertical 48224 Triple 4-inch Fully Vented 0.040 12-0 48216 Triple 4-inch Solid Soffit) Vertical Siding 0.040 .12-0 48220 Triple 4-inch Center Vented 0.040 12-0 Beaded Soffit/ Vertical 46209 Triple 2-inch Solid Soffit/ Vertical Siding 0.039 12-6 46211 Triple 2-inch Vented 0.039 12-6 Value Soffit 49224, Triple 4-inch Fully Vented 0.036 12-0 49216 Triple 4-inch Solid Soffit 0.036 12-0 49220 Triple 4-inch Center Vented 0.036 12-0 6.1 Data in accordance with the ICC-ES Acceptance '' pp with 2006 IRC Section R301.2.1. Under the UBC, where Criteria for Vinyl Siding (AC37}, dated June 2009. the basic wind speed does not exceed 80 mph (35 m/s) 6.2 Test reports in accordance with UBC 26-4, UBC 8-1, (fastest mile) and the building height is less than or NFPA 268 and ASTM E 119. equal to 40 feet (12 192 mm) in Exposure C areas, 7.0 IDENTIFICATION installation must comply with the prescriptive requirements of 2006 iBC Section 1405.13, BNBC The vinyl sidings and soffits described in this report are Section 1406.3.3, SBC Section 1403.9 or UBC Section identified by a stamp . bearing the brand name 1405, as applicable. (CertainTeed, Wolverine, Vytec or Vinyl Carpentry),, the product name and style, the statement "Conforms to ASTM For applications in excess of the prescriptive Specification D 3679," the statement "Conforms to UBC requirements, the installation must be in accordance Standard 14-2" and the evaluation report number with 2006 IRC Section R301.2.1.1. (ESR-1066). 8.5 Conditions Of Use: In jurisdictions enforcing the IBC or UBC, foam plastic See Section 5.0, except that (Section 5.7) a fire separation insulation used for noncombustible construction must be distance of greater than 5 feet must be in accordance with identified in accordance with IBC Section 2603.5.6 or UBC 2006 IBC Section 704,5. Section 2602.2. ESR-11066 Most Widely Accepted and Trusted Page 6 of 6 ESR-1066 Most Widely Accepted and Trusted Page 4 of 6 TABLE 2-ALLOWABLE NEGATIVE WIND LOADS TABLE 1-VINYL SIDING AND SOFFIT,.,.,.-...,..,,..., PRODUCT NAME PRODUCT CODE PRODUCT STYLE THICKNESS (inch) LENGTH (feet -inches) The following products are sold under the brand name CertainTeed: 33101 Double 4-inch 0.046 12-6. Monogram46 33110 Double 4-inch 0.046 12-6 33111 Double 4-inch 0.046 12-6 33122 Double 5-inch 0,046 12-0 33103 Double 5-inch Dutchlap 0.046 _ 12-0 33125 Double 5-inch DutchLap 0.046 12-0 33114 Double 4-inch 0.046 16-8 Monogram 46L 33139 Double 4 nch 0.046 20-0 33126 Double 5-inch Dutchlap 0.046 16-0 33140 Double 5-inch DutchLap 0.046 20-0 36110 Double 4-inch 0.044 12-6 Classic 36119 Double 41/2-inch DutchLap 0.044 12-1 36122 Double 5-inch 0.044 12-0 39131 Triple 3-inch 0-042 12-1 ]91109111 Double 4-inch 0.042 12-6 Double 4-inch 0.042 12-6 Mainstreet �� "` 39113 " °""u'_11K "' Double 4-inch DutchLap UJ42 0.042 12-0 12-6 39125 Double 5-inch DutchLap 0.042 12-0 39104 Single 8-inch 0:042 12-6 39102 02-inch Beaded 0.042 12-4 Board & Batten 34137 Single 8 Vertical 0.048 12-6 34138 Single 8 Vertical 0.048 10-0 Carolina Beaded 38102 6'I2-inch Beaded 0.044 12-4 Northwoods 60106 Single 7-inch 0.050 10-1 60107 Single 10-inch Shake 0.050 10-0 60148 Single 9-inch Shake 0.050 10-4 The following products are sold under the brand name Wolverine: Restoration Smooth 36132 Triple 34nch 0.044 12-1 36118 Double 4'12-inch 0.044 12-1 Classic 36110 Double 4 inch 0.044 12-6 36119 Double 4'/2-inch DutchLap 0.044 12-1 36122 Double 5-Inch 0.044 12-0 American Legend 40131 Triple 3-inch 0.042 12-1 40110 Double 4-inch 0.042 12-6 40111 Double 44nch 0.042 12-6 40122 Double 5-inch 0.042 12-0 40119 Double 4'/,inch DutchLap 0.042 12-1 40102 02Anch Beaded 0.042 12-4 40105 Single 84nc11 0.042 12-6 Encore 43130 Triple 34nch 0.040 12-1 43110 Double 4-inch Q.040 12-6 43122 Double 54nch 0.040 12-0 43119 Double 41I2-inch DutchLap 0.040 12-1 Newtown 61110 Double 4-inch 0.040 12-6 61122 Double 5-inch 0.040 12-6 61125 Double 5-inch DutchLap 0.040 12-6 �nR�tamnnn�nnra�m ��rt nmr �im�r�rn�r'rmrmrrnrnmcmm� SIDING MAXIMUM STUD SPACING (inches) FASTENER2 ' ALLOWABLE NEGATIVE WIND LOAD (psf) SBC BNBC IBC/IRC1 UBC Monogram 46 D5 16 Nail to studs 53 53 53 33 16 Staple to studs 47 47 47 29 Monogram 46 D5DL 16 Nail to studs 76 76 76 47 16 Staple to studs 49 49 49 31 24 Nail to studs 44 44 44 28 Monogram 46 D4 16 Nail to studs 91 91 91 57 16 Staple to studs 58 58 58 36 Monogram 46L D4 16 Nail to studs 87 87 87 54 Monogram 46L D5DL 16 Nail to studs 78 78 78 49 Classic D5 16 Nail to studs 67 67 67 42 16 Staple to studs 36 36 36 22 24 Nail to studs 49 49 49 31 Classic D4 16 Nail to studs 80 80 80 50 Mainstreet D5 16 Nail to studs 76 76 76 47 16. Staple to studs 38 38 38 24 24 Nail to studs 47 47 47 29 Mainstreet D5DL 16 Nail to studs 62 62 62 30 16 Staple to studs 58 58 58 j 36 24 Nail to studs 42 42 42 26 24 Staple to studs 36 36 36 22 Mainstreet D4 16 Nail to studs 53 53 53 33 16 Staple to studs 82 82 82 51 Carolina Beaded 16 Nail to studs 67 67 67 42 16 Staple to studs 56 56 56 35 24 Nail to studs 36 36 36 22 24 Staple to studs 38 38 38 24 Northwoods S7 16 Nail to studs 60 60 60 38 Northwoods S10 16 Nail to studs 42 42 42 26 Northwoods S9 16 Nail to studs 42 42 42 26 Board & Batten 12 Nail to sheathing 62 62 62 39 American Legend D5 16 Nail to studs 36 36 36 22 16 Staple to studs 33 33 33 21 American Legend D4 16 Nail to studs 60 60 60 38 16 Staple to studs 58 58 58 36 Encore D5 16 Nail to studs 44 44 44 28 16 Staple to studs 69 69 69 43 24 Nail to studs 33 33 33 21 24 Staple to studs_ 44 44 44 28 Encore D4 16 Nail to studs 64 64 64 40 16 Staple to studs 53 53 53 33 Newtown D4 16 Nail to studs 51 51 51 32 Newtown D5 16 Nail to studs 38 38 38 24 Newtown D5DL 16 Nail to studs 22 22 22 14 Triple 3-1l3 Soffit ! Vertical 12 Nail to sheathing 56 56 56 35 . F. -v.v-trans. 'Studs are Minimum 2-by-4 wood with a minimum specific gravity of 0.42. 2Nails and staples must be as specified in Section 4.4. r SIDELAP FASTENER PANEL FASTENER 1 /4"-14 X 7/8" LONG #9 X 1.5" WOOD SCREW WITH @ 24" O.C. WASHER. SPACING PER ALLOWABLE PRESSURE TABLE. EXISTING UNDERLAYMENT (OPTIONAL) FASTENER PATTERN @ INTERMEDIATE LOCATIONS SIDELAP FASTENER PANEL FASTENER 1/4"-14 X 7/8" LONG 5.5"-3.5"-5.5" O.C. ® 24" O.C. ACROSS WIDTH EXISTING UNDERLAYMENT -J (OPTIONAL) FASTENER PATTERN @ PANEL ENDS GENERAL NOTES! 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. THE . ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING, 3. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED .DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 4. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 5. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 9r 36' MASTERRIB PANEL PROFILE 29 Gouge; Minimum Yield = 80 KSI 11.30.11 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: MasterRib Panel Panel Description: 36" wide coverage with 3/4" high ribs at 9" o.c. Materials: Minimum 29 ga.., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalurne coated steel (ASTM A792) or painted steel (ASTM A755). New Underlayment: Minimum underlayment as per FBC 2007 Section 1507.4.5. Required for new construction and optional for reroofing construction. Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing (Optional) construction only. Deck Description: Min 15/32" thick plywood for new and existing constructions. Designed and installed as per FBC 2010. Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6' o. c. at plywood field and edges Slope: 2:12 or greater in accordance with FBC 2010 Section 1507A.2 Design Uplift Pressure: 45.0 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) 113.1 psf @ fastener spacing of 12" o.c. Panel Attachment: #.9715 x 1.5" long wood screw with washer At panel ends @ 5.5"-3.5"-5.5" o.c. across panel width At intermediate @ 9" o.c. across panel width Sidelap Attachment: 1/4"-14 x 7/8" long SDS @ max 24" o.c. Test Standards: Roof assembly tested in accordance with UL580-94 `Uplift Resistance of Roof Assemblies' & UL1897-98 `Uplift Tests for Roof Covering Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2010 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2010 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded_ This product is not approved for use in the High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2010 Section 1505 and current 'x,'A:A EXISTING SHINGLES (OPTIONAL) `- PLYWOOD 15/32" THICK (MIN.) . EXISTING SHINGLES (OPTIONAL) N �m a� PLYWOOD 15/32" THICK (MIN.) A a� w a ALLOWABLE UPLIFT PRESSURE FASTENER SPACING (IN) PRESSURE (PSF) 2.4 45.0 12 113.1 3/4" __F FVA1 i1VF10N RE POR7 OF LIMO) t'()1ZRi (,l\I!?0(= COMPANY 129 C A. lIASTERIt113 PANEL' 111101)('CTAPPROVAL 11,71, 7271.7-R2 ROOFING N1E'I-'A1, R0OF1NG Prepared For: 11nion Corrugating (_+ompatry 11. O 13o- 229 Fa ette ille, NC28302 Telephone: (910) 483-0479 F arc: (910) 483-8897 Prepared 13-: 13:rta Socic,rlin+;.agar, Ph.0., P.E. Florida Professional Engineer #62240 1216 ;N Lansing .1ke., Suite C 1 ulsa, OK 74106 "1 eleplioue. (918) 492-15992 FAX- (866) 366-1 a43 'I'llis report consists of E-- iluation Report (3 p,lges including cover) instalhation Details (i Page)2 24 t ; f � , Report No, C1805-15 1,5 S T ° + 1)rrte: 1130.1 1 SIDELAP FASTENER 1 /4"-1 4 X 7/8 LONG PANEL FASTENER SDS @30" O.C. # 12_ 14 X I" LONG SDS @ 9.0" O.C'. SUPPORT FASTENER PATTERN @ INTERMEDIATE SUPPORTS (MIN 16 GA.) LDS STENE4 X 7/g LONGPANEL FASTENER 30" O.C. # 1 2-14 X 1 " LONG SDS e N @ 3.5"-5.5"-3.5" O.C. a, o _& �+ m SUPPORTW FASTENER PATTERN @ END SUPPORTS (MIN 16 GA.) W ALLOWABLE UPLIFT PRESSURE 47.15 PSF @ z SUPPORT SPACING OF 60" O.C. LD 831 3/4„z�M= = 36" MasterRib Panel Profile Min 26 Gauge, Minimum Yield 80 KSI FL 9555.2-R2LLI C 1805-4 - 11.25.2011 Manufacturer-. Page 2 of 2 Union Corrugating Company E.,VAL (IA"E'ION REPORT OF IJNJO:N CORRt 6,AT1 S(. CO1\71'.-0 Product Name: MasterRib Panel 2f� (:.� �1 is 1 i,,12_i dI13 PA�Ft.' 0VFR S E i+..L'L S[iPPORT;4, I Panel Description: 36" wide coverage With 3/4" high ribs at 9" o.c. Materials.- Minimum 26 a. 80 ksi steel. Galvanize d ed coated steel (ASTM A6$3) 11.,€}iZ11).1.PRO 1)t)C'I' AI'PRON`A.L �. or Galvalume coated steel (ASTM A792) or painted steel (ASTM 1+,, 95 .2-Ei Z A7$$). I Rt=C'`I LIR AE C'OMIIONJ,,X S Description: Min 16 ga., 50 ksi steel ROOF OFE141SupPort Slope,- 1/2:12 or greater in accordance with FBC 2010 Section 1507.4.2 IJ Design Uplift: Pressure: 47.15 psf @ ma�cimurn support spacing of 60" o.c. (Factor of Safety - 2) a . , i I r r p.a r a a# E r. r t`iaiou C orrugaating (:'onip.rrr Support Attaclunent: #12-14 x 1" long SDS 1': O. Bo 229 V f `°�� At end supports @ 3.5"-5.5"-3.5" o.c. across panel widthayette ille, l C' 28302 At intermediate supports PP (& 9" panel -width J o.c. across p Teleplanrrc: (910) 18-4t #7i) F ae. (9:10) 483-8897 I; Sidelap Attachment: %"-14 x 7/8" long SDS @ 30" o.c. I"_ Test Standards: Roof assembly tested in accordance with -ASTM E1592-01 `Test _ Method for Structural Performance of Sheet Metal Roof and Siding Systems by Unifonn Static Air Pressure Difference' and FM 4470 Prepared By: Section 5.5 `Resistance to Foot Traffic' 13.i1a,uckrrlin»iara3, P1r.).. P.E. Florida 1'rtfte.ssiou,1l. Engineer #62240 Code Compliance: The product described herein has demonstrated comP liarice with FBC 1216 N 1-,arising Ave., Suite C 2010 Section 1507.4. Tulsa, OK: 74106 1'elephr..►raa : (918) 492-5992 Product Limitations: Design wind loads shall be determined for each project in accordance FAX: (866) 66-1543a. with FBC .2010 Section 1609 or ASCE 7-10 using allowable stress design. The maximum support spacing listed herein shall not be exceeded. The design uplift pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional Engineer. This product is not approved for use in the High Velocity l Iris report coarsists of HurricaneZone. Fir e classification is not within scope of this 3• g 5 including r Cover) Ivalu:rticrn Report (. 1 a�,c,_ r 1 g e ) Evaluation Report. Refer to FBC 2010 Section 1505 and current Installation. Details 0 Page), approved roofing materials directory for fire ratings of this product. I' Supporting Documents: ASTM E1592 Test Reports _ 14 Farabaugh Engineering and Testing Inc 01.fi 2'4) Proj ect No. T163-06, Reporting Date 6/7/06 Report No. C:18054 FM 4470 Test Report Date: 11.25.20J I ENCON Technology Inc t3 C1583-2, Reporting Date 7/24/08�`1�it" l;i