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HomeMy WebLinkAbout4702 Eagle RanchNOTES G.C. TO VERIFY ALL CONDITIONS PRIOR TO COMMENCEMENT OF PROJECT ALL NEW EXTERIOR WALLS OVER 32"W ARE SHEAR WALLS. WINDOW AND DOOR SCHEDULE OPENING MARK CALL OUT MANUFACTURER'S I MODEL # OR SERIES NAME WINDOW SCHEDULE W-1 SH35 PGT SH500 SERIES W-2 SH25 PGT SH500 SERIES SLIDING GLASS DOOR & GLASS DOOR SCHEDULE D-1 3068 THERMA TRU CORP D-2 16070 OVERHEAD GARAGE DOORS 1 D-3 6068 PGT SGD 570 PGT INDUSTRIES OVERHEAD GARAGE DOORS 1070 TECHNOLOGY DRIVE ANDY NLAVATY&ASSOC. NOKOMIS, FL 34475 P.O BOX 741386 DALLAS, TX 75374 A. MORGANCASTLE STUDIOS MAKES EVERY EFFORT TO ENSURE THE ACCURACY OF OUR DRAFTING SERVICES, HOWEVER THE CONTRACTOR SHALL VERIFY ALL DESIGN ELEMENTS, CONDITIONS, DIMENSIONS, AND NOTES FOR ACCURACY AND CODE COMPLIANCE. THE CONTRACTOR SHALL NOTIFY MORGANCASTLE STUDIOS IN WRITING WITH ANY ADJUSTMENTS OR CORRECTIONS NEEDED PRIOR TO PLACING ORDERS FOR MATERIALS OR BEGINNING CONSTRUCTION. B. THE CONTRACTOR SHALL VERIFY THAT ALL LAYOUTS, SCHEMATICS, DIAGRAMS, ETC. SUBMITTED BY THIRD PARTIES DO NOT CONTRADICT THE PLANS AS DRAFTED. WHEN CONTRADICTIONS ARE FOUND THE CONTRACTOR SHALL DETERMINE WHICH PARTY MUST MAKE ADJUSTMENTS TO THEIR DRAWINGS AND CONTACT THEM IN WRITTING, EXPLANING THE CONTRADICTION AND THE ACTION REQUESTED TO CORRECT THE PROBLEM. C. ALL THIRD PARTIES INVOLVED IN PROVIDING SERVICES OR MATERIALS FOR THE PURPOSE OF CONSTRUCTING THE STRUCTURE BASED ON THESE DRAWINGS SHOULD CONTACT MORGANCASTLE STUDIOS UPON FINDING ANY DISCREPANCIES. GENERAL NOTES 1. ALL EXTERIOR FRAME WALLS AND INTERIOR BEARING WALLS TO BE 2X4 WOOD STUDS AT 16: O.C. 2. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH A SOLID WOOD DOOR, OR A SOLID OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR A 20 MINUTE FIRE RATED DOOR. 3. ALL EXTERIOR MASONRY AND FRAME WALLS OVER 32" LONG ARE DESIGNED AS SHEARWALLS. 4. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. FBC,R R109.3 5. PROVIDE ONE 29"W CLEAR OPENING TO A BATHROOM ON THE FIRST FOR FOR HANDICAP ACCESS. FBC,R R322 6. PROVIDE A MINIMUM OF ONE 36" SIDE HINGED EXIT DOOR ON THE FIRST FLOOR. 7. NOTE: FOR PC-# LINTEL CALLOUTS, SEE DETAIL ON SHEET S3. 8. ALL NON WALK-IN CLOSET CEILINGS TO BE A MAXIMUM OF 8' HIGH. 9. ALL INTERIOR WALL WIDTHS ARE ASSUMED 4" UNLESS OTHERWISE NOTED. ADD OR SUBTRACT 2" TO GET CENTER LINES. 10. ALL EXTERIOR FRAME WALLS HAVE R-11 BATT INSULATION AND VAPOR BARRIER 11. ALL EXTERIOR CEILINGS (I.E. PORCHES, ENTRY) HAVE 1/2" SAG RESISTANT EXTERIOR GYPSUM SHEATHING. 12. PROVIDE CONCRETE STOOPS FOR EXTERIOR DOORS TO GRASSED AREAS. 13. ALL SHELVING TO BE VINYL COATED WIRE SHELVING. REFER TO SHEET SPECIFIC GENERAL NOTES AND THE ENGINEER'S NOTES FOR MORE INFORMATION. THE PREVIOUS GENERAL NOTES APPLY UNLESS OTHERWISE NOTED. Ilimp'4164r' FLOOR I'L XN, SCALE: 1/4" = 1' PAU44 AT BASE AND AC4 AT BEAM ABOVE. SQUARE FOOTAGE LIVING AREA: 1295 GARAGE: 410 ENTRY: 88 TOTAL: 1793 Nfly G I At�. • Y• ol ��•n ," Z. • 1 �,\%•�V� C•04 va Aj I F W z d_ z ,`\``` I: ,1= Z U W Z z O ° �? s Wy z (y LL w �- cV �( N O �- F SHEET E OF 5 W-I" ELEV. 15'-8" — — — RIDGE HEIGHT ELEV. 8'-0" — L MAIN BRG HEIGHT 12" O.H. ELEV. 0'-0" _ FINISHED FLOOR 51F— 12' O.H. CEMENTUOUS TEXTURE EXTERIOR FINISH, TYP. REAR ELEV XTION SCALE: 1/4" = 1' ELEV. 1 ' " RIDGE HEIGHT MAIN BRG HEIGHT 30 YEAR ASPHALT SHINGLE ROOF ELEV. 15'-8" TYPICAL 8' ON RIDGE VENTING — — — — — — — — — — — RIDGE HEIGHT 12' ON RIDGE VENTING gjk ELEV. 8'-0" MAIN BRG HEIGHT 12" 12" O.H. O.H. ELEV. 0'-0" FINISHED FLOOR ELEV. 15'-8" RIDGE HEIGHT ELEV. 8'-0" MAIN BRG HEIGHT ELEV. 0'-0" FINISHED FLOOR 12" nu 30 YEAR ASPHALT SHINGLE ROOF TYPICAL — — — — — — — — 12 12 12 ��.. — E 12" O.H. iminininininini0 i MIA El.-JrNm1w, J!"m 0 0 NONE ME ,00000 FRONT ELEV &TION CEMENTUOUS TEXTURE EXTERIOR FINISH, TYP. ZGHT ELEV &TION SCALE: 1/4" = 1' U O.H. 12" O.H. -- - - -- - -- - - - -- - - - -- - - -- -- - - -- - ------------ I ---- LEFT ELEV krrION, SCALE: 1/4" = 1' 12' O.H. 6"W SCORED BANDING 3/"T X 8"W BANDING f ffiii. o.f 1 I r• "•Z� N•I... f f l Z d. Lu 1.0/vluLf 41, �v ;t Z U C� w Z z O� U /� ti w k cn u N Q N Q e- n SHEET ww J J wq Q z d OF 5 ALL ELECTRICAL MUST BE IN COMPLIANCE WITH NFPA 70A, NATIONAL ELECTRICAL CODE REQUIREMENTS FOR NE AND TWO FAMILY DWELLINGS, EXCEPT ARTICLE 80. PROVIDE ARC -FAULT INTERRUPTERS IN ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-12. ALL OUTSIDE W.P. OUTLETS TO BE ON THERE OWN 20AMP CIRCUIT. CEILING OUTLET FIXTURE -f�-� PULL CHAIN FIXTURE WALL MOUNT FIXTURE -0—PmwRE FAN PREWIRE FIXTURE ® RECESSED OUTLET FIXTURE ® VENT FAN FIXTURE V DUAL W.P. FLOOD FIXTURE 0 DUPLEX OUTLET # GROUND FAULT OUTLET 0 1/2 SWITCH OUTLET # 220V OUTLET # WATER PROOF OUTLET $ SINGLE POLE SWITCH 3-WAY SWITCH 4-WAY SWITCH 4o DIMMER SWITCH ow LOW VOLTAGE SWITCH 4— WATERPROOF SWITCH 4GO GARBAGE DISPOSAL SWITCH • TELEPHONE ® SMOKE /CARE. MON. DET. t TELEVISION OUTLET am DOORBELL CHIME 625 METER W/GROUNDING ROD ® SERVICE PANEL OVERHEAD SERVICE METER +— BREAKER BOX 200 AMP CONDUIT �— BLOCK WALL GROUND ROD GRADE 'r J-;• .t UFER BOND 2044 CU MIN. SERVICE DIAGRAM ELECTRICAL SCALE: 1/4" = 1- STiJII«l�livil `jl�r�?,i. ..11l�1'�_y' �'1✓1 , I' Ll, APY._.ICA,p11_1) NCB, CAL G I /y :• •• O�t6 Qh0 •\- v► O• N•Z\ N • p ,► �idd V , r W z d 1 a I Div, SJ) .� t� Q �t Uaa c Q 0 ~ U Z U O Ocn O U Q Z QL r cn = Z 1>1 w Q U N � o W � J CO co 0 � \ON�u/y� ti O � U W O Z z C) ° U l y I Lu U � N Q N � e= ti SHEET w w J J U Q � OF 5 GENERAL NOTES ALL EXTERIOR DOOR RECESSES, MUST HAVE 1/8" PER FOOT SLOPING TOWARD OUTSIDE AREA NOTE: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SET BACKS mi ■ --- • — — — ------ •------------- — — — — — — — — — — — — — 12"W X 20"D CONC. MONO.FTG. W/ 2#5 REBAR TYPICAL c0P4P1.Y N!" H v i ■ I ELEV. 0'0" I MAIN FLOOR �vkxV;vt% G I CONCRETE SLAB REQUIREMENTS sLAs L��� TO BE 4" MIN. DEPTH, 3000 PSI CONCRETE W/FIBER MESH OVER 6 MIL POLY FILM VAPOR BARRIER (LAPPED 12" 6 TAPED) ON CLEAN, COMPACTED SOIL C WITH BORACARE TREATED FRAMING. I C I I ■I' 2 I 2 II I I I I II I ■I II I' I I' I I' I ■II 1/4" CONSTRUCTION JOINT I I' I I' ■I ,I ■I ■I WASHER CONNX. 45" AFF I UNDER -SLAB CONDUIT FOR ELECTRICAL IN 1 KITCHEN ISLAND I I 1 24' x 48" I ISLAND I I I I L — — — J FZ ICE -MAKER CU. LOOP r— --�-- - I ii-----------------� 1 Iw10 } U- lu) ELEV. - 0'4" Iw I GARAGE FLOOR Iw o ■I I I I I' I' I � II I I t II o I II w I I' ■II I I' I I' i I' I 12 "W X 20 "D CONC. MONO.FTG. I W/ 2#5 REBAR ELEV. - 0'6" 1 (TYPICAL) I L--------------- GARAGE FLOOR Y 12"W X 20"D CONC. MONO.FTG. W/ 2#5 REBAR ---(TYPICAL) ----- ----------.—� I I . I I DWRWAY IN— — ■ — — ■ ------ ------ -- ----- ---- --I 12"W X 20"D CONC. MONO.FTG. ; I ■ W/ 2#5 REBAR (TYPICAL) II I 1 ;I II O\ I III II II I 10 � II n 11 I II II I I I I I ;I■ I I j ELEV. 010" I MAIN FLOOR I ;I I I ;I I IN I ;I I I 12'W X 20 "D I I CONC. MONO.FTG. I W/ 2#5 REBAR I (TYPICAL) II I II I I I II II■ I II I I I I 12"W X 20 "D I CONC. MONO.FTGJ W/ 2#5 REBAR (TYPICAL) I I■ I 1I I I I I I ------------� I Er a w ELEV. - 0'4" IL o le PORCH FLOOR -- ------------------------J 12'W X 20"D CONC. MONO.FTG. W/ 2#5 REBAR (TYPICAL) FOUNDATION PLAN SCALE: 1/4" = 1' i G IIV f-"%- " Zce 'Aft�i"•Pao`', '• \ �7 W � Z ul C-4)� 'Q2-5 U4C Q0 h� O U O O Q O Q�z J cn = a Q. ►V � U cdo r � U v � Q Wcc W O C7 �5 Q co nv \\\�ui,� �.i O LQ W U Z W Q 2 z Ocn W� �? w N Q tiCV SHEET ww w4 Q OF 5 if•I Approved truss anchor by others Shingle loading (37 lbs.) Plumb cut overhangs 5.� ROOF TRUSS END DETAIL TRUSS CONNECTIONS UNLESS OTHERWISE NOTED, USE SIMPSON HHETAL20-S FOR TRUSS TO MASONRY WALL CONNECTIONS. USE SIMPSON MTS16'S FOR TRUSS TO FRAME CONNECTIONS. USE SIMPSON DBL HHETA20'S FROM GIRDER TO MASONRY. USE SIMPSON DBL. HTS30'S FROM GIDER TO FRAME WALLS. T JW1LC. 1/Y — I If' GI r. Y �.! N •I .:.. ��� j1 l F- W /a e Uf IL 0 pus CS' ' u3 �, d W U z W O O� U L • J w � N Q N SHEET z= �w Q w O OF 5 STRUCTURAL SPECIFICATIONS I. GENERAL I. SUBCONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM 16 COMPLETED. THiS INCLUDES, BUT IS NOT LIMITED TO, T14= ADDITION OF WHATEVER TEMPORARY BRACING, SHORING, GUYS TO TIE -DOWNS THAT MAY BE NECESSARY. 2. SUBCONTRACTOR 18 SOLELY RESPONSIBLE FOR THE SAFETY OF HIS WORK DURING CONSTRUCTION. 3. APPLICABLE BUILDING CODES: - FLORIDA BUILDING CODE (2010, RESIDENTIAL EDITION) 4. DESIGN LOADS - A. ROOF: LIVE LOAD- 20 PWF(MNIMUM). DEAD LOAD_ 10 PGF(SHNGLE) 20 PSF (TILE). B. FLOOR: LIVE LOAD. 60 PSF BALCONIES, 40 FOR ALL OTHER ROOMS DEAD LOAD-10 PSF C. SOIL PRESSURE: 2000 PSF (ASSUMED MIND, 5. STRUCTURAL MEMBER ALLOWABLE DEFLECTION Rafters having slopes greater than 3.12 with no flniehed calling attached to rafters LAW Interior walls and partitions H/180 Floors and plastered cellMge L/360 All other structural members L/240 Exterior walls with plaster or stucco finish H/360 Exterior walls-iukid loads with brittle finishes 14/140 Exterior walls --wind loads with flexible finishes LA20d Lintels supporting masonry veneer walls L/600 6. ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND FABRICATORS SHALL BE RESPONSIBLE FOR THE CONTENT OF DRAWINGS, AND FOR THE SUPPLY AND DESIGN OF APPROPRIATE MATERIALS AND WORK PERFORMANCE. 1. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL MBE APPLIED, INSTALLED, ERECTED, USED, CLEATED, AND CONDITIONED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. II. SITE WORK L FOUNDATION DESIGN IS BASED ON A MINIMUM SOIL PRESSURE OF 2000 PGF. IF A SOILS REPORT WAS NOT PREPARED, THE CONTRACTOR IS RESPONSIBLE TO RETAIN A GEOTECFINICAL ENGNNEER TO CONFIRM THE SOIL CONDITIONS. SHOULD FIELD CONDITIONS INDICATE THIS MINIMUM CONDITION DOES NOT EXIST, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF RECORD. 2. THE SUBGRADE UNDER THE NEW CONCRETE FOUNDATIONS SHALL BE COMPACTED TO 9596 OPTIMUM DENSITY. SOIL COMPACTION TESTS TO BE TAKEN BY A QUALIFIED SOILS LAB PRIOR TO POURING ANY CONCRETE. 3. FOOTINGS SHALL BE NEAT EXCAVATED WHERE POSSIBLE WITH SIDES AND TOP EDGES FREE OF LOOSE OR WET MATERIALS. WHERE NEAT EXCAVATION IS NOT POSSIBLE, FOOTINGS EXCAVATION SHALL BE OPEN CUT WITH EDGES FORMED AND BRACED. ALL FOOTINGS WITH FORMED EDGES SHALL BE BAGKFILLED FROM BOTTOM TO TOP OF FOOTING WITH SELECT FILL. THE BOTTOM EXCAVATION SHALL BE CLEAN AND DRY WITH ALL LOOSE MATERIAL REMOVED FOR AN ESSENTIALLY FLAT WARNS SURFACE. 4. PROVIDE SOIL TREATMENT FOR TERMITES PER THE 2010 FBC, RESIDENTIAL. III. CAST IN PLACE CONCRETE 1. CONC STE TO BE NORMAL UUEOW WITH THE FOLLOWING MINIMUM C-OMPM681VE STRENGTHS AT 28 DAYS: a) FOOTINGS, SLAB -ON -GRADE, SLAB FILL1500 P61 bJ MASONRY WALL TIE BEAMS, TIE COLUMVB_2500 P61 2. CONC*MTE SHALL BE READYMIX PER ASTM C94: a) PORTLAND CEMENT - ASTM CI50 b) AGGREGATES - ASTM C33 (3/4" MAX) cJ NO CALCIUM CHLORIDE dJ AIR ENTRAINING - ASTM C260 e) WATER REDUCING - ASTM C494 f) FLYASH - ABTM C618-18 CLASS F (20 % MAX) gJ WATER - CLEAN AND POTABLE 3. REINFORCING STEEL: ASTM A615 GRADE 40, DEFORMED BARS. 4. REQUIRED SLUMP RANGE ■ 3" TO 5". 5. WELDED WIRE FABRIC: ASTM A185 6. MOISTURE BARRIER: 6 MIL POLYETHYLENE. 1. CODES AND STANDARDBt ad ACI 301 "SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS." b) ACI 305 "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING" c) ACI 318 "ELM CODE REQUIREMENTS FOR PEW. CONCRETE" dJ ACT 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." 8. MINIMUM LAP SPLICE ■ 40 BAR DIAMETERS UNLESS NOTED OTHERWISE. 9. CONCRETE FINISHES SHALL BE PER CONTRACTOR'S SPEC-8. 10. SIbCONTRACTOR 18 RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION OF ALL FORMWORK SHORING, AND R261­1ORING. IL REINFORCING BAR COVER: aJ FOOTINGS 3"q b) COLUMNS 1 1/2" cJ BEAMS AND WALLS 1 1/2" dJ 6LA 58 3/4" (INTERIOR), 1 1/2" (EXTERIOR) 12. CONCRETE SHALL BE PLACED WITHIN ah0 MINUTES OF BATCH TIME. 13. PROVIDE CORNER BARS AT ALL WALL FOOTING CORNERS TO MATCH HORIZONTAL BARS. (25" MINIMUM LAP). 14. ALL BUILDING SLABS -ON -GRADE SHALL BE NOMINAL 4" THICK, FIBER -MESH CONC. OR REINFORCED WITH 6x6-W1A W A ON 6 MIL VAPOR BARRIER SEE PLANS FOR OTHER CONDITIONS. 15. ANCHORR BOLTS FOR WOOD PLATES TO CONCRETE OR MASONRY (ALTERVATIVESA a. J BOLTS - USE 1/2" X 8" "J" BOLTS WITH 6" EMBEDMENT AND 2" PROJECTION WHEN INSTALLED PRIOR TO PLACING CONCRETE, AS SHOWN ON DRAWNGB. b. EXPANSION ANCHORS - USE 1/2" X 4" EMBED, WILT( KWIK BOLT II, OR EQUAL, AT LOCATIONS (OTHER THAN EDGE CONDITIONS) N LIEU OF 112" X 8" "J" BOLTS. a EPDXY ANCHORS IN CONCRETE - USE V2" X 4-1/4" IMBED, WITH WILTI COO), OR ANC 4OR BOND BY CELTITE, INC. AT EDGE OF SLAB CONDITION WERE BOLT 16 LEGG THAN 6" TO A CONCRETE EDGE. d. EPDXY ANC( -TORS IN TOP OF BLOCK WALLS - USE THREADED ROD (3/4" X A6-5/8" IMBED) ON TOP OF 8" MASONRY WALLS WITH WILTI HIT C-100 ADHESIVE OR ANCHIOR BOND, WHEN 1/2" X 8" "J BOLTS ARE OMITTED. 16. FOOTING SIZES SHOWN ARE TYPICAL ONLY FOR STATED SOIL BEARING PRESSURE AND CON616TED COMPACTION. CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTINGS COMPLYING WITH THE DESIGN REQUIREMENTS OF SPECIFIC SOIL CONDITIONS. 11. PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE SLABS AND AMMNG CONCRETE OR MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED AREAS. IV. MASONRY 1. HOLLOW LOAD BEARING WITS (CM D SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE I, GRADE N. MINIMUM NET COMPRESSIVE STRENGTH ■ 1900 "1. 2. MORTAR SHALL BE TYPE M OR S AND CONFORM TO ASTM C210. 3. CONCRETE GROUT SHALL CON" -OW TO ASTM C416: ad 30M P61 AT 28 DAYS. b) 3/6" MAXIMUM AGGREGATE. cJ 8" - II" SLUMP. 4. BARB SHALL HAVE MINIMUM CLEARANCE OF 1/2" FROM MASONRY. THE CLEAR DISTANCE BETWEEN BARS 844ALL NOT BE LESS THAN ONE BAR DIAMETER NOR LESS THAN 1". S. VERTICAL REINFORCING SHALL BE AT ALL CORERS, EACH JAMB OF OPENINGS OVER 4 FT. WIDE, UNDER ALL GIRDER LOADS, AND NOT TO EXCEED &'On O/C FOR STRAICsWT WALLS, OR AS GWOM ON THE DRAWINGS. FILL CELLS WITH CONCRETE GROUT AS SPECIFIED. PROVIDE ACI 9O DEGREE STANDARD HOOKS INTO FOOTING, AND TIE BEAMS. 6. RENFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WERE BENDS OR HOOKS ARE DETAILED ON THE PLANS. 1. REINFORCING BARS SHALL BE LAPPED 40 BAR DIAMETERS WHERE SPLICED AND SHALL BE WIRED TOGETHER 8. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT DE SLOPED MORE THAN ONE HORIZONTAL N SIX VERTICAL. DOWELS SHALL. BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH! IT IB IN AN ADJACENT CELL TO THE VERTICAL WALL REm�F01®CEMENT. S CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT POUR WHEN THE POUR HEIGHT EXCEEDS 5'. PROVIDE 4" X 4" OBSERVATION HOLE TO VERIFY CONCRETE GROUT PLACEMENT. 1V. PLACE ALL MASONRY N RUNNING 1100 0 WITH 3/8" MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. FULLY MORTAR WEDS IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS AND AND ADJACENT TO GROUTED CELLS. 11. PROVIDE 8" X 8" PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS NOT SHOWN! TO WAVE A STRUCTURAL BEAM. MINIMUM END DEARING - 4" REI ER TO LINTEL SCHEDULE (MINIMUM CAPACITY OF 10" PLF), 12. PROVIDE METAL CAVITY CAPS, 6" WIRE MESH, OR DUR-O-STOP BY DUR-A-WALL, INC. WHERE REQUIRED TO RETAIN GROUT IN VERTICAL CELLS. V. CARPENTRY L DIMENSIONED LUMBER SHALL BE DRESSED 646, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. 3. ALL STRUCTURAL BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE (6YPJ NO. 1 GRADE OR BETTER WITH SINGLE MEMBER (UNFACTOI11100) STMOM6 AS FOLLOWS: Fv ■ 90 P81 Fc ■ 915 PSI E 1,600,000 PSI 19% MAXIMUM MOISTURE CONTENT A. FRAMING LUMBER SHALL BE 4 SPRUCE-PNE-FIR OR BETTER S. INTERIOR NON -LOAD BEARING WALLS MAY IRE UTILITY GRADE. 4. ALL LUMBER IN CONTACT WITH MA60NRY OR CONCRETE SHALL BE PRESSURE TREATED. S. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH Flo. TT-W-511 AND BEAR THE AMERICAN WOOD PRESERVERS INSTITUTE EQU,AL-ITY MARK Lie- 2. 6. SMAT14NG FOR ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SHEATHING WITH EXTERIOR GLUE. ALL ROOF SHEATHING TO BE INSTALLED WITH PLYCLIPS. (MAXIMUM 24' O/C). SEE DETAILS FOR SHEATHING THIICIQESM& 1. NAILING FOR PLYWOOD ROOFS AND WALL SHEATHING SHALL BE 8d COMMONS e 4" O.G. a PANEL EDGER, AND 6" O.C. INTERMEDIATE, FOR 1/1" SWEAT14NG OR LESS. NAILING FOR STRUCTURALLY APPROVED ARCHITECTURAL WALL PANELS (1/4"0 SHALL BE 6D COMMON a 4" O/C AT PANEL EDGES, AND 6" O/C INTERMEDIATE. e. ALL FLOORING MATERIAL TO BE 3/4" T41G PLYWOOD, NAILED AND GLUED TO FLOOR JOISTS. FLOOR NAIL WITH IOd NAILS AT 3" O/C AT PANEL EDGE8, 6" O/C N THE FIELD. STAGGER NAILS AT 2" O/G AT BUTT ENDS OF PLYWOOD SHEATHING 9. INSTALL BRIDGING N ALL (2X) FLOOR OR ROOF JOISTS AT 8'-0" MAXIhIUUM. INSTALL 15LOCKM N ALL BEARING WALLS AND PARTITIONS OVER 9'-0" a MID -HEIGHT. BRACE GABLE END WALLS AT 4'0" O/C WHERE WALL FRAMING 16 NOT CONTINUOUS FROM FOUNDATION TO ROOF, OR AS SHOWN ON DRAAANG8. 1V. ALL NAILING AND BOLTNG SHALL COMPLY WITH AJMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 11. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY GR IP60N STRONGTIE CO. OR EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO CONTRACTOR FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANFACTURER. 12. PROVIDE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TOP OF ALL LOAD BEARIN33 STUD WALLS. STAGGER END JOINTS N DOUBLE PLATES AT LEAST 4'-0" PER DETAIL. 2 X 4 SILL PLATES FOR WARNS WALLS SHALL BE BOLTED TO FOUNDATION AS PER BEARING WALL DETAIL. 13. LOAD BEARING STUDS SHALL BE DOUBLED AT ALL ANGLER AND AROUND ALL OPENINGS, AND AT STRUCTURALLY APPROVED ARCHITECTURAL WALL PANEL JOINTS. STUDS SHALL 15E TRIPLED AT ALL CORNERS. 14. WOOD LNTELS OVER OPENINGS SHALL BE DOUBLED 2x12 HEADERS LKZ66 NOTED OTHERWISE ON PLANE, WITH CONTINUOUS 1/2" PLYWOOD FILLER CUT TO FULL DEPTH OF BEAM BETiLEEiV 2x MEMBERS. b RAFTER SCHEDULE FOR CONVENTIONAL FRAMED AREAS. MAXIMUM MAXIMUM MEMBER SIZE SPAN (GYP 02) SPAN (610 2) 2 X 4 1 FT. 6 FT. 2 X 6 9 FT. 8 FT. 2 X 8 12 FT. 1V FT. 2 X 1V 14 FT. 12 FT. 2X12 16 FT. 14 Fr. NOTE I: RAFTERS MUST BE BRACED LATERALLY BY A CONTINUOUS NAILING OF SHEATHING OR BRACED AT 24" O/C, WITH MINIMUM iX4. NOTE 2: RAFTER SPACING NOT TO EXCEED 24" O✓C. NOTE 3: RIDGE BOARDS TO BE ONE SIZE LARGER THAN RAPIER UNLEG6 OTHERWISE NOTED ON PLANS. NOTE 4: CONNECTOR SCHEDULE A 6Ir1PSO114 MT620 (OR EQUAL) BETWEEN CAT 15LOCKM AND ROOF TRUGGES. 5. SIMIPBCN H5 (OR EQUAL) WTU 04 RAFTER TAILS TO CAT BLOCKING. a SIMPSON W5 (OR EQUAL) BETWEEN THE RAFTERS AND RIDGE BOARD. D. SIMPSON C620 AT ENDS OF RIDGE BOARD, OR 8IMP80N JOIST HANGER WERE APPLICABLE. VI. PRE-ENGINEERED WOOD TRUSSES 1. THIS SECTION DEFINES PRE-ENGINEERED, PREFABRICATED, METAL PLATE CONNECTED WOOD ROOF AND FLOOR TR AW6 AS "WOOD TRUGGEB". 2. TRUSS LAYOUTS SHOWN ON PLANS ARE BCI-EMATIC ONLY. TRUSS MANUFACTURER AND/OR ENGINEER SHALL BE RESPONSIBLE FOR THE DES04 AND SPACING OF ALL TRUS6E8 AND SHALL SUBMIT SHOP DRAWWNGS TO THE BUILDER FOR APPROVAL. 3. THE WOOD TRUGB MANUFACTURER MUST PARTICIPATE IN A CODE APPROVED THIRD PARTY QUALITY ASSURANCE PROGRAM SUCH AS THE TRUSS PLATE NSTITUTE'6 "GI,LALITY CONTROL INSPECTION PROGRAM" OR EQUIVALENT. 4. WOOD TRU66 MEMBERS AND CONNECTIONS GHALL BE DESIGNED FOR ALL LOADS SHOWN ON THE CONTRACT DOCU'ENTS INCLUDING: LIVE, DEAD, AND CONCENTRATED LOADS, PLUS WIND LOADS. 5. Ri3ER TO THE FLOOR PLAN AND OTHER STRUCTURAL DETAIL SWEETS FOR IMPORTANT INFORMATION NOT SPECIFICALLY ADDRESSED BY THE TRUSS FRAMING LAYOUT GUCHI AS WARNS WALL HEICsWTB AND CEILING VAULT DETAILS. 6. WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING INFORMATION: a) SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, GLOPE AND SPACING OF THE WOOD TRUSSES. bJ ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND CONVENTIONAL FRAMING MUST BE CONSIDERED. cJ ADJUSTMENTS TO ALLOWABLE VALUES. dJ REACTIVATE FORCES AND THEIR LOCATIONS. a) BEARING TYPE AND MINIMUM BEARING LENGTH. FJ DETECTIONS. g) METAL CONNECTOR PLATE TYPE, GAUGE, SIZE, AND LOCATIONL Ind LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT. I) LOCATION AND CONNECTION DESIGN OF REQUIRED CONTINUOUS LATERAL BRACING. JJ NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD. w UJE15 REINFORCEMENT DETAILS FOR SABLE END TRUSSES. Id VALLEY GETS FOR OVER -BUILD CONDITIONS. 1. LIMIT DEFLECTIONS FOR LIVE LOAD TO GPAN/960 (ROOF), 6PAN/400 (FLOOR), AND LIMIT TOTAL LOAD DEFLECTIONS TO 6PAN/140 (ROOF), 6PAN/960 (FLOOR) UNLESS SPECIFICALLY NOTED OTHERWISE. 6. FIRE RETARDANT WOOD IS NOT ALLOWABLE FOR USE AS TRUSS CHORDS OR WEBS. 9 WOOD TRUSSES SHALL BE DESIGNED 60 THAT MINIMAL HORIZONTAL REACTIONS ARE IMPOSED ON THE SUPPORTING STRUCTURE UNDER VERTICAL LOADS. NO SLIP CONNECTIONS ARE ALLOWED UNLESS OTHERWGE NOTED. CONTACT CONTRACTOR AS R'.6>UNIOD. 10. WOOD TRUSSES MST BE CHECKED FOR WIND. WIND VELOCITY, DESIGN VELOCITY PRESSURES, AND MEAN ROOF HEIGHT MUST BE GWOM ON THE SUBMITTED SHOP DRAWINGS. IL CONTINUOUS BOTTOM CHORD LATERAL. BRACING IS REGtUIRED AT A MINIMUM SPACING OF IW O.C. UNLESS NOTED OTHERWiSE. BOTTOM CHORD BRACING IS CONTINUOUS PROM ONE END OF THE BUILDING TO THE OTHER END. OVERLAP CONTINUOUS BRACING AT LEAST ONE TRUS6 SPACE. USE A MINIMUM OF 2 X 4 (ROOF), 2X6 (MOM GRADE MARKED LUMBER AT LEAST 10' LONG, WTN 2-16d NAILS AT INTERMEDIATE AND 3-16d NAILS AT END CONNECTIONS. 12. CRO66 19RACING IS REQUIRED AT MINIMUM 10' OC. UNLESS NOTED OTHERWSE LOCATE CF4066 BRACING AT OR NEAR THE BOTTOM CHORD BRACING& INSTALL CPW66 BRACING AT EACH END AND AT 20' O.C. ALONG THE LENGTH OF THE LATERAL BRACIWL CROW SRACNG IS ACCOI"IPL:IGHED BY ATTACHING DIAGONAL WEB BRACING TO OPPOSITE SIDES OF THE SAME GROUP OF SIMILAR WED ME!'IDERS. SLOPE CRO66 BRACING IN OPPOSITE DIRECTIONS AT APPROXIMATELY 45 DEGREES FORMING A CROSS "X". USE A MINIMUM OF 2X4 GRADE MARKED LUMBER WITH AT LEAST 3-16d NAILS AT EACW CONNECTION. 13. TRUSS ERECTOR 16 RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS SYSTEM DURING CONSTRUCTION. 14. HANDLING, INSTALLATION, AND BRACING OF WOOD TRUSSES SHALL BE N ACCORDANCE WITH "HID-91", PUBLISHED BY THE TRUSS PLATE INSTITUTE. D. ALL WOOD TRUSSES SHALL BE FASTENED TO THEiR SUPPORTS WITH APPROVED HURRICANE ANCHORS, RATED TO CARRY UPLIFT LOADS SPECIFIED BY TRUSS MANUFACTURER 16. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND &)IMPLIED BY SIMIPBON STRONG -TIE, OR APPROVED EQUIVALENT MANFACTURER ALL NAIL HOLES SHOULD BE FILLED, OR AS PRESCRIBED BY THE MANUFACTURER, 11. TRUGGIEG ARE TO BE DESIGNED TO ALLOW FOR THE PROPER ROUTING OF A/C DUCT WORK AND PLIUMBNG CHASES SHALL NOT DE BLOCKED BY WOOD TRUSSES. 18. PILING OF PLYWOOD ON WOOD TRUSSES IS NOT ALLOWED. M INSTALLATION OF BROKEN, DAMAGED, WARPED, OR IMPROPERLY REPAIRED WOOD TRUGSEB IG NOT ALLOWED. 20. IMIPROPER OR UVAUrWoRZED FIELD ALTERATIONS OF WOOD TRUSSES IS NOT ALLOWED. 21. GABLE EVDWALL TRUSSES MUST TRANSFER LATERAL LOADS TO THE SWEAR WALLS AND/OR THE ROOF DIAPHIRA Wl. 22. WOOD TRUSSES THAT DO NOT MEET INTERIOR LOAD WARNS WALLS MUST BE GHIM1'ED. DO NOT PULL WOOD TRUSSES DOM TO INTERIOR BEARINGS. 23. GUi9 MITTALG: ALL SUBMITTALS SHALL BEAR TWE EMBOSSED SEAL OF A LICENSED SMICiURAL ENGINEER IN TIE STATE OF FLORIDA AND SHALL BE SUBMITTED TO CONTRACTOR FOR REVIEW PRIOR TO WOOD TRIM FABRICATION. a) SUBMIT GEA1 WOOD TRUSS DESIGN CALCULATIONS AND PROFILES FOR EACH TYPE OF TRIM WITH PERMANENT BRIOGNIS REQUIREMENTS. b) SUBMIT WOOD TRUSS ERECTION PLAN, NCLUDING CONVECTION DETAILS AND UPLIFT AN04ORS. cJ SUBMIT WOOD TRU88 TEMPORARY ERECTION BRACING FLAN. d) MAINTAIN COPY OF SUBMITTAL ON JOBSITE. PROTECTION AGAINST TERMITES 1018.1 Termite Protectlon. Termite protection shell be provided by registered termiticides, including soil applied pesticides, baiting systems and pesticides applied to wood, or other approved methods of termite protection labeled for use as a preventative treatment to new construction. See section 202, Rogtetered I=. .acids. Upon completion of the application of the termite protective treatment, a Certificate of compliance shall be Issued to the building department by the licaread pest control company that contains the rollowine statement: 7rhe building has received a complete treatment for the prevetlon of subterranean termites. Treatment Is In accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. R318.1.1 If soil treatment is used for subterranean termite prevention, the Initial chemical soil treatment Inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. RB18.1.2 If soil treatment 1e used for subterranean termite prevetion, soil area disturbed after initial chemical soil treatment shall be retreated with a chemical soil treatment, Including spaces boxed or formed. R310.13 If soil treatment Is used for subterranean termite prevention, space in concrete floors boxed out or formed for the subsequent installation of plumbing traps, drains or any other purpose shall be created by using plastic or metal permanently placed forms of sufrlaert depth to eliminate any planned soil disturbance after Initial chemical soil treatment. R318.1A If soil treatment Is used for subterranean termite prevention, chemically treated soil shall be protected with a minimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall ocare before vapor retarder placement, retreatmet is required. Any work Including placement of reinforcing steel, done after chemical treatment until the concrete floor Is poured, shall be done In such manner as to avoid penetrating or disturbing treated soil. R318.1b If soil treatment is used for subterranean termite prevetlon, concrete overpow or mortar accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical penetration of the chemicals. R318.IA If soil treatment Is used for subterranean termite prevention, chemical soil treatments shall also be applied under all exterior concrete or grade within I foot (305 mm) of the primary structure eidewalls. Also, a vertical chemical barrier shall be applied promptly after construction is completed, including Initial landscaping and irrigation/sprinkler installation. Any soil disturbed after the chemical vertical barrier Is applied shall be prompt19 retreated. R318.1.1 If a registered termitieids formulated and registered as a balt system is used for subterranean termite prevention, Sections R318.1.1 through 11310.IA do not apply: however, a signed contract assuring the installation, maintenance and monitoring of the baiting system for a minimum of 5 years from the Issue of the Certificate of Occupancy shall be provided to the building official prior to the pouring of that slab, and the aysteo must be installed prior to final building approval. If the baiting system directions for use require a monitoring phase prior to installation of the pesticide active ingredient, the installation of the monitoring phase components shell be dawned to constitute Installation of the system. R318.1A If a registered termiticide formulated and registered as a wood treatment Is used for subterranean termite prevention, Sections R318.1.1 through R31W.6 do not apply. Application of the wood treatment termiticlde shell be as required by label directions for use, and must be completed prior to final building approval. R3192 Penetration. Protective sleeves around piping penetrating concrete slab -on -grads floors shall not be of cellulose -containing materials and, if atoll treatment is used for subterranean termite protection, the sleeve shall have a maximum wall thickness of civic Inch (025 mm) and be sealed within the slab using non-corroslve clamping device to eliminate the annular space between pips and the sleeve. No termiticides shall be applied inside the sleeve. R3183 Cleaning. Celle and cavities in masonry units and air gaps between brick stone or masorcy veneers and the structure shall ba cleaned of all non -preservative treated or non -naturally durable wood, or other cellulose -containing material prior to concrete placement. Exception. Inorganic material manufactured for closing calls In foundation concrete masonry unit construction or clean earth fill placed in concrete masonry unit volde below slab level before temps treatment Is performed. R318.4 Concrete bearing ledgel5ric. stone or other veneer shall be oupportod by a concrete bearing ledge at least equal to the total thickness of the brick stone or otter veneer which to poured integrally with the concrete foundation. No supplemental concrete foundation pours which will create a hidden cold joint shall be used without supplemental treatment in the foundation unless there Is an approved physical barrier. An approved physical barrier shall also be Installed from below the wall sill plate or first block course horizontally to embed in a mortar joint. If masonry veneer extends below grade, a termite protective treatment must be applied to the cavity created between the veneer and the foundation, In Ileu of a phyelcal barrier. Exception: Veneer supported by a structural member secured to the foundation sidewalk In accordancew with AC1530/ASCE 5/TMS 402, provided at least a 6 inch (152 mm) clear Inspection space of the foudation eldeuall exterior exist between the veneer and the top of any soil, sod, mulch or other organic landscaping component, doe*, apron, porch, walk or any other work I medlately adjacent to or adjoining the structure. R318.5 Foam plastic protection. Extruded and expanded polystyrene, polyusocyar urate and other foam plastics shall not be Installed on the exterior face or :ender Interior or exterior foundation walls or slab foundations located below grade. The clearance between roam plastics installed above grade and exposed earth shall be at least 6 Inches (02 mm). Exceptions, I. Suildi ngs where the structural members of walls, floors, cellknge and roofs are entirely of noncombustible materials or pressure -preservative- treated wood. 2. When In addition to the requirements of Section R318.1, an approved method of protecting the foam plastic and structure from subterranean termite damage Is used. 3. On the Interior side of basement walls. R318A Protection against decay and termitee. condansato lines, irrigation/epri War system risers for spray heads, and roof downspouts shall discharge at least I foot (300 mm) away from the structure sldewall, whether by underground piping, tall exterslons or splash blocks. Gutters with downspouts are required on all buildings with eaves of less than 6 Inches (152 mm) horizontal projection except for gable and rakes or on a roof above another roof. 11018.1 Preparation or building site and removal of debris. R318.1.1 All building sass shall be graded to provide drainage under all portions of the building not occupied by basements. R318.1.2 The foundation and the area encompassed within 1 foot (305 mm) therein shall have all vegetation, stumps, dead roots, cardboard, trash and foreign material removed and the fill material shall be free of vegetation and foreign material. The fill shall be compacted to meows adequate support of the foundation. R318.13 After all work is completed, loose wood and debris shall be completely removed from under the building and within I root (3M mm) thereof. All wood forms and supports shall be completely removed. This Includes, but is not limited to: wooden grade stakes, forms, contraction spacers, tub trap boxes, plumbing supports, bracing, shoring, forms or other cellulose -containing material placed in afg location where such materials are not clearly vleible and readlly removable prior to completion of the work Wood shall not be stored In contact with the ground under any building. TYPICAL NAILING SCHEDULE Ledger strip 16d common 3 at each joist Sole plate to joist or 16d common 16" oz. b , face nail Top of sob plate to stud, 16d common 2 and nailed Stud to sole plate, toe nail 8d common 4 Doubled studs, face nail led common 24" OL. Doubled top plates, face led common 16" along each nail edge Continuous header to 8d common 3 stud, toe nail D(8 sheathing or bee to 8d common 2 each bearing face nail Over Des sheathlrig to Sd common 3 each bearing face nail Build-Lp corner etude lbd common 24" OL. Build-up gridero and Zed common 32" O.C. at top beans up to three members and bottom and staggered 2 ends at each lice In- G pecan Sheathing /n 11 ga 1-144 4"OL. at edges 1/16" head 8" or- at other bear- 5/8- G psun Sheathing 11 ga 1-3/4" 440L. at edges 1/16" head 8" or- at other bear . Grow lUallboard ON 1-3/8" dr9wall nail 1"OL. on ceilings 8"OL. on walls 5/8" 1-1/2" dr9wall nail 70L. on ceilings 8"OL. on walls Hardboard Lap Sift 8d corrosion resistant 16" O.C. at top Direct to Studs with minimum shank and bottom edges dia. of 009W inch and minimum head dia. of 0240 Inch Hardboard Lap Siding, led corrosion reslstant 16" O.C. at top over sheathing with minimum sharper and bottom edges dia. of 00W Inch and minimum head dia. of 0240 inch Hardboard Panel sidlrlg, bd corrosion resistant 6" OL. at edges Direct to Etude with minimum eharlk 12" OL. at dia. of OAMO inch Intermediate and minimum head supporter dia. of e225 inch Hardboard Panel siding, 8d corrosion resistant 6" OL. at edges Over to Shewthing with minimum shank 12' OL. at dia. of e0920 inch Intermediate and minimum head supports dia. of e225 inch AS PER FLORIDA BUILDING CODE 2010, RESIDENTIAL TABLE R301.2.1.3 AN D ASCE 7-10 METHODS ULTIMATE WIND SPEED (MPH) 140 EXPOSURE CATEGORY B BUILDING RISK CATEGORY II ROOF SLOPE Roof > 7 to 27 degrees INTERNAL PRESSURE COEFFICIENT ENCLOSED 0.18 TOPOGRAPHICAL FACTOR FLAT 1.0 MAXIMUM BUILDING HEIGHT 35 FT 3 2 3 3 2 3 � I I a Zone ¢ 1 5 5 1 2CD a I I I a NI I I r„ lei �, I a 13 F-3�2 31 2 13 WCHS Roof WIDTH EDGE STRIPSPS (a) 8 FT OPENING PROTECTION REQUIRED COMPONENT & CLADDING DESIGN PRESSURE (PSF) Area ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 of C&C (SF) Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative 10 21.3 -33.9 21.3 -59.0 21.3 -87.3 37.1 -40.1 37.1 -49.6 20 19.4 -33.0 19.4 -54.3 19.4 -81.6 35.4 -38.5 35.4 -46.2 50 16.9 -31.7 16.9 -48.0 16.9 -74.0 33.2 -36.3 33.2 -41.8 100 16.8 -30.8 16.8 -43.3 16.8 -68.4 31.5 -34.7 31.5 -38.5 WINDOWS AND DOORS DESIGN PRESSURE (PSF) BASED ON Vasd Area (SF) or ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative description 10 16.0 -20.3 16.0 -35.4 16.0 -52.4 22.2 -24.1 22.2 -29.7 20 16.0 -19.8 16.0 -32.6 16.0 -49.0 21.2 -23.1 21.2 -27.7 50 16.0 -19.0 16.0 -28.8 16.0 -44.4 19.9 -21.8 19.9 -25.1 100 16.0 -18.5 16.0 -26.0 16.0 -41.0 18.9 -20.8 18.9 -23.1 Garage Doors 19.2 -21.4 19.2 -21.4 CONNECTOR PRIDMT APPROVALS APPL"TiON SIMPSON GON OTOR Fl- APPROVAL No. GAP5 AND BA5E5 GG, EGG, PG, ECG FL 10860 ABU FL 10b4q GONGRE7E / MA501� GONNEGTOR5 HU, HUG FL 10655 HST, MBHA FL l obbb HD, HOQB, HHDQ FL 10441 DETAL, F6TR, HETA, HHETA, HM, HT5M, H&AM, H6UM, 1_611M, LTA, META, M5TAM, MSTGM, MT5M FL 11473 Ht5A10, W, MST, MSTG, V6T FL 11470 HTT, LTT FL 114gb HAN6ER5 L55U, L9U, THA FL 10447 H 46, HSUL, WAR, HU, HUG, IUS,IUT, LU, LUS, MUA L, SUR, U FL 10531 / FL 10b55 H611, H6UQ, H6U5, HH6U, M46, HUGQ, 141.15, L.GU, L.115, WU, W5GPT, TWA, TH6B, TH6a TH6W, THJ U FL 114bb B, BA, HB, L.BV FL Illbb E6, 65, 6L5, 61-5T, 6LT, 6LTV, 1­1613, H61-5, %LT, H6LTV, HHB, HHBD, HIT, HK WWI, HWU, ITS,ITT, ME6, MIT, MSG, W, WI, WNW, WNPU, WP, WPM, WPU, FL I0bb1 STRAP5 AND TIES A, FG, &A, HH, L, LS, LPT, Z FL 1044b ETA, H, HST, HTS,LFTA, LTS, MTS, R5P, RST, 50, SPH, 55P FL 10456 GMST, 05, FHA, HST, LSTA, LSTI, MST, M5TA4 M5TG, M5TI, 5T FL lOb52 HOLES AT 12" O.C. SPACING f MAX FOR FASTENERS, RE: FBC - TABLE R30012.1.2 FOR FASTENER TYPE • I I I� /HOLES IN CENTER OF • PLYWOOD FOR PRESSURE EQUALIZATION e \-MIN. vry PLYWOOD s r It I 5" W TO 8' MAX PANEL SPAN 2 X 4 BRACING AT SEAM ON INTERIOR FACE OF PANEL HOLES AT 9" OR 12" O.G. SPACING MAX. FOR FASTENERS, RE: FBC - TABLE R301.2.1.2 FOR FASTENER TYPE HOLES IN CENTER OF PLYWOOD FOR PRESSURE EQUALIZATION 2" TEN GAUGE WOOD SCREUIS TO FASTEN PLYWOOD TO BRACING 2 X 4 BRACING ON EXTERIOR FACE OF PANEL WOOD STRUCTURAL PANEL - OPENING PROTECTION OPTION IAA PLYWOOD g �r� 0 W N .J Z I- o tl -�o� OU LU J h END Uj Z 0Nmm� _ Z 0 O �3 tl a; Z ') L LL n C W Z � J O Q � o F- Z N Z 0ww O o w F_ F- w iZ - Q - LC., F-UJ to Z U n U a J Z =ao LU Up0m M' Z Q Www91 m LLJ rwOQ ri U Z U) W_ Z CD cC G O U Z Q Z W O CU Q W Z Q W 0 Z J F- D 1) w= F- XLL 0 0 OZ O w� ¢O LLJ U) a.J QZ 0 ojz Z 0 FU)o a U) F- Z 00 gZ N Q 0 W Z LL 00 au) J (n Q- >F v_� w z0 2w Q= F- oXw U)�¢ F=••Qvi a Q 0 LL U) CL U Q O� W J 2W W N O FIRST ISSUE 12/04/13 SECOND ISSUE THIRD ISSUE FOURTH ISSUE ADDENDUM ADDENDUM 2 ADDENDUM 3 REVISIONS SEAL DATE SHEET SD1 1/L V 1 1 LV. r Vl—V. K.O. OR U-BLOCK TIE BEAM W/ 1 #5 BAR GONT. Ix4 NAILER • WINDOWS Ixb ® 5L. 6L. DR. WINDOW AND DOOR AS PER SPECIFICATIONS 1/2" 6YP. BD. ® WALLS ON Ix2 HP. FURRING STRIPS ® 24" O.G. W/ ALFOI L INSULATION SEE FOOTING DETAILS THI5 SHEET AND FOUNDATION PLANS PRE-EN6INEERED W. ROOF TRUSSES 0 24" O.G. SEE TRU55 NOTE5 FOR REQUIRED CONNECTOR METAL DRIP EDGE T.O.M. — - — — ELEV. VARIES — TYP. FASCIA 4 SOFFIT 6" W. ROLLED WIRE OR FIBER&L. MESH PRECAST GONG. LINTEL • EA. HAS. WALL OPN6. - REFER TO LINTEL SCHEDULE #5 BAR VERT. REINF. HOOK INTO TIE BEAM ABOVE #5 BAR DOWEL W/ 10" 5TO. HOOK (LAP MIN. 25" W/ VERT REINF. BAR) ARGHITEGTURAL FINISH ON &" G.M.U. WALL MAIN FLOOR LINE E REF. ELEV. O'-0" TYPIGAL ONE STORY HALL SEGTION — ONE STORY 5D2 NOT TO SCALE FIN. FLOOR ON 4" GONG. r SLAB W/ bxb-WIA x WIA W.W.M. (OR FIBERMESH) GLEANED, COMPACTED 6 TERMITE TREATED FILL]/\ij. v m 3" MIN. COVER W 502 TYP. 4" GONG. ! 5D2 TYP. WALL CON5TRJG. -MAIN FLOOR LINE — REF. ELEV. 01-0" a a Z E FIN. 6RADE LEANED, COMPACTED d TERMITE TREATED FILL 0 FOOTING DIMENSION 4 REINF. W D NO. OF #5 GONT BARS ONE STORY 16" 8" (2) TWO STORIES I'-8" 1011 (3) 5TEMNALL FOUNDATION NOT TO SCALE TYP. WALL CON5TRUG. IN. 6RADE MAIN FLOOR LINE _ _ - Y — dJ BARS GONT.— — REF. EL 0I-011 • — f : \, tjy B \ \ GLEANEDCOMPACTED d 311 1 I ' , GO TERMITE TREATED FILL ONLY USE MONOLITHIC, FOOTING 1„1 FOR MAX DIFF. OF 20" BETWEEN EXI5TIN6 GRADE TO FINISH FLOOR H 502 KNOCKOUT BLOCK PRECAST LINTEL Wt (1) 45 DIAM. W/ (1) 5 DIAM. POURED SOLID POURED SOLID 7 DOUBLE PERIMETER BEAM/LIRMLS PRECAST LINTEL KNOCKOUT BLOCK OVER DOOR 4 WINDOWS LESS THAN 4'-V" SPAN EACH W/ (1) 5 GI ® DIAM. POURED SOLID KNOCKOUT BLOCK KNOCKOUT BLOCK W/ (1) 5 DIAM. W/ (2) 5 DIAM. POURED SOLID 7 POURED SOLID i. SOLID (1) 5a lt) 50 PRECAST LINTEL PRECAST CONC LINTEL PRECAST CONC LINTEL 4'-V" TO V-01" SPAN V-m" TO 25'-®" SPAN 9'-V" TO 25'-0" SPAN FF_C_3 G4 G5 NOTE: PRECAST LINTELS SHALL BE "CAST CRETE" OR EQUAL. USE PRE -STRESSED PRECAST LINTEL FOR SPANS GREATER THAN 14'-4" THE K.O. BLOCK ABOVE THE LINTEL IS THE MINIMUM REQUIRED. ADDITIONAL GROUT FILLED CMU BLOCKS CAN BE INSTALLED BETWEEN THE KO. BLOCK AND THE LINTEL FOR HIGH REQUIREMENTS. THE K.O. BLOCK ABOVE CAN BE THE SAME AS THE WALL TIE BEAM. 502 LINTEL NOT TO 50ALE #5 0 IN CELL POURED SOL SEE FLOOR PLAN TYPICAL MASONRY SHEAR HALL NOT TO SCALE 4" GONCRE I SLAB WITH FIRE a" x 6' GONG. 5 W/ (1) #5 GONT ►SUMED GRADE ME G 5D2 K.O. OR U-BLOCK TIE BEAM W/ (I)-05 BAR HORIZ. CONT. 0 UPPER i LOWER T.O.M. #5 BENT BAR 25" EA. WAY INTO HORIZ. TIE BEAM d VERTICAL REINF. CELL UPPER T.O.M. _ PER PL AN— LOWER T.O.M. _ PER PLAN #5 BAR VERT. REINF. IN FILLED CELL STEPPED MASONRY TIE BEAM NOT TO SCALE D 5D2 PRECAST LONG. LINTEL W/ SEE SCHEDULE 5D2 (1) #5 BAR HORIZ. IN-/ &ROUTED P.G. LINTEL NOTE 2 BELOW) (1) #5 BAR VERT REINF IN FILLED CELL 4 MIN. -BEARING O EA. END NOTE: I. EACH JAMB OPENING TO BE REINFORCED W/ (1) #5 BAR VERT. IN GONG. FILLED CELL 2. PRECAST LINTEL FOR OPENING 6REATER THAN OR EQUAL TO 6'-0" TO HAVE #5 BENT BARS INTO JAM35 AS SHOWN 3. PRECAST LINTELS SHALL BE "CAST CRETE" OR EQUAL. TYPICAL PRECAST LINTEL NOT TO 5GALE VERTICAL REBAR CENTERED IN CELL SEE PLAN FOR LOCATIONS. FILL CELL WITH CONCRETE OR GROUT. PROVIDE DOWEL TO MATCH VERTICAL REINF. HII a� 9 II_Aq -1 NOMINAL yOE.Oy : —REMOVE ALL PROTRUSIONS EXTENDING 1/2" OR MORE INTO CELLS OR GAVITIE5TO BE 6ROUTED. — SPACES TO BE 6ROUTED 5HALL BE FREE OF MORTAR DROPPIN65, DEBRIS, L005E A6GRE&ATE5, i ANY MATERIAL DELETERIOUS TO MASONRY &ROUT. TYP. VERT. FILLED DELL J MASONRY REINF. DETAIL 502 NOT TO SCALE OWER ENG. (TEMPERED 6L) 4" GONGRETE SLAB "GONG. CURB WITH FIBERME5H " x 6" GONG. FT6. w/ (1) #5 GONT. FOOTING DIMEN51ON a REINF. W D NO. OF #5 GONT BARS ONE STORY 1211 I'-8" (2) M TH I KENED SLAB EDGE TWO 5TORIE5 I'-&" I'-w (3) D2 NOT TO SCALE N 502 MONOLITHIC, FOUNDATION NOT TO 50ALE SLAB REGE55 SEGTION NOT TO 50ALE jpE zv F — 5D2 " NO BEAM ' 'U-BLOCK" (TYP) j I` P VERT. FILLED CELL REINF. DOWEL W/ �- W BOND BEAM REINF. z v •I 1.1 BOND BEAM REINF. FILLED CELL ND BEAM AT CORNER TYPICAL FOR i FORM AND CORNER BAR KNOCK:5UT_EVZ. POUR GONTINUITY TIE BEAH5 OF TIE BEAM REINF. AT CORNERS DETAILS NOT TO 50ALE T6. Row. (TYP) FOOTING (SEE SHT. #2) II Ii FOR SIZE i TYPE) CORNER BARS VVERTICAL FILLED CELL REINF. DOWEL AT GORNER5 CONTINUITY OF REINF. IN FOOTINGS NOT TO SCALE oJr 2xb PT WOOD JAMB 6ARA6E DOOR CONSTR. AS PER GARAGE DOOR MANUF'S 5PEGIFIGATIONS MIN. 6" EMBEDMENT W/ 2' 50. x 3/16" WASH. (4 PER SIDE.) $ AT 24" O.G. AT TOP A x CEDAR TRIM Kl OARA6E DOOR DETAIL 5D2 NOT TO SCALE A or G DETAILING DIMEN51ON v I —=3 QT- 14d b�� OR 2\"MI DETAILIN6 DIMENSION BAR SIZE 1500 HOOK 90° HOOK Aor6 O Aor6 D #3 5„ 311 2 1/411 roll 2 I/411 #4 6„ 411 311 all 301 #5 -1" 5" 3 3/411 1011 3 3/411 #6 g" 6" 41/211 1211 41/211 # 1 1011 5 1/4" 1411 5 1/4" #g 11" 8" roil 1611 6l1 #q 1511 II 3/4" 9 I/2° Iq" q 1/211 #10 1-111 13 1/4" lo31411 2211 10 3/4" P STANDARD HOOK SD2 NOT TO SCALE -o N !�o J///Ilii f 1' INN G I /V F+ �N•I. � . f�jri C7 J ZFt w N g 2 A O N W W i �m u"m w f•- Z a � mLLm�m� ° � ;; � W id z (D o �89 v Z U a Q. W Z m w n ul _J LL w O cp Qv 1,Q cr ^�yyae ,' o J EQQ :n � pow z Z N z O p � w oWp �a Q p~w _ == w =ZF� — ag u HLL OZ 0 Q Z s p W 0 0 Z p J (n Hw00 LL p J Z w° 0 PTa6 Q L n W Wa} � �J WF-l 0-5 QZ Zp pz'G � wo _ W=—uj w ��Qm WLL W O ; F(K = _n(np wF-LL QIWn U Z _W H_ Z 0 U Z Q Z w 0 U Q I..L O v/ J LL 0 (n 0 Q - U U F Z 0 og Z J w < = J C� w U w c14 O Li FIRST ISSUE 12/04/13 SECOND ISSUE THIRD ISSUE FOURTH ISSUE ADDENDUM ADDENDUM 2 ADDENDUM 3 REVISIONS SEAL DATE SHEET FLEXIBLE FLA5HIN6 WEATHER RE515TANT BARRIER EXTERIOR FACADE R161D FAL5HIN6 SEALENT BEAD .WINDOW FASTENER (SEE WDW INSTALLATION DETAIL) -HOOD FRAME HEADER ` DRYWALL SEALANT BEAD iEALENT BEAD NISHED SILL EXTERIOR FACADE -,,,,"- I FLEXIBLE FLA5HIN WEATHER RESISTANT WINDOW FASTENER (SEE BARRIER INSTALLATION DETAIL) T BEAD SILL HEADER DETAIL WOOD OPENIN65 5EALENT BEAD -5EALENT BEAD SIMP50N SP2 o EA STUD BLOGKIN6 TYP. FOR ALL INT. PARTITION - WALLS A5 WELL SIMPSON 5PIo EA STUD 2x STUDS AT 16" O.G. (1) ROW OF 2x BLOGKIN6 0 MID HT FOR WALL HT o 8'-6" # LESS. -OR- (2) ROWS OF 2x BLOGKIN6 0 3rd PT5 FOR WALL HT 0 8'-6" i HIGHER. 2x P.T. 50LE PLATE 1/2",V x 8" 'J' BOLT SPACED 0 24" O/G. MINIMUM 6" EMBEDMENT 2" DIAM. X 3/I6" WASH. (SEE NOTES FOR ALTERNATE BOLT5) #5 REBAR CONTINUOUS B 1 BRO. FRAME HALL SECT. (UPLIFT) FLOOR TRL65 STRAPPING PER FRAMING PLAN DOUBLE TOP PLATE 2x STUDS AT 16" O.G. BLOGKIN6 TYP. FOR ALL INT. PARTITION (1) ROW OF 2x 5LOGKIN6 0 MID WALLS AS WELL HT FOR WALL HT O 8'-6" 4 LE55. -OR- (2) ROWS OF 2x BLOCKING 0 3rd PT5 FOR WALL HT 0 6-b" 4 HIGHER. 2x P.T. 50LE PLATE 1/4"x4" TITEN OR TAPCONS SPACED 0 12" 0/0. (2) #5 REBAR CONTINUOUS SEE FLOOR PLAN FOR 51ZE OF STUDS BRO. FRAME WALL SECT (NO UPLIFT) . \_PROF TREATED BUGKSTRIP (MIN 2 I/8" A5 SHOWN) I" I • SHIM AS SHOWN WINDOW FASTENER (SEE WOW INSTALLATION DETAIL) 2"x 4" COLUMNS W/ (1) ROW OF STA66ERED Ibd 2"x 6" OR 2"x 8" COLUMNS W/ (2) ROWS COMMON WIRE NAILS (D = 0.16211, L = 3 1/29 OF STA66ERED Ibd COMMON WIRE 5EALENT BEAD NAILS (D = 0.162", L = 3 1/29 .s WINDOW SILL NOS' I. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4. FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LA6 SEALANT BEAD PRECAST SIDES OF THE COLUMN 5CREWS OR EQUAL (SPACE AS SHOWN FOR CONCRETE SILL 3-PLY) 2. ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNE-55 OF THE LAST LAMINATION 5. FOR 5-PLY, PROVIDE 1/4" DIA. x 'I" LA& SCREWS OR EQUAL (SPACE AS SHOWN FOR OOO 3. FOR 3-PLY, COLUMN SHALL BE NAILED AS 3-PLY) E SILL 4 HEADER DETAIL MASONRY OPENINGS SHOWN FROM EACH SIDE (ONE INTO EACH OUTSIDE FACE OF B.U.G., SAME NUMBER OF 6. REFER TO NOS SECTION 15.3 FOR ADDITIONAL 5D3 NOT TO SCALE ROWS, SAME 5PACIN6) INFORMATION NOTE: AN ADDITIONAL ROW OF TAPE 15 NEEDED IF THE TAPE 15 TOO NARROW TO COVER ALL EXPOSED NAILS IN THE NAILING FLANGE. FLA5HIN6 TAPE MITLER GONER FLA5HIN6 TAPE WINDOW FLANGE POLYSTYRENE WINDOW FLA5HIN6 NOTE5: MITER COVER STEP #1 CAULK WINDOW OPENING EDGE PRIOR TO 5E'TING WINDOW. STEP #2 HOU5EWRAP TAPED TO FLANGE BOTTOM. STEP #3 GUT HOUSEWRAP DIRECTLY ABOVE NAILING FLANGE d OVER51ZE GUT b" BOTH SIDES OF WINDOW FLANGE. STEP #4 COVER OPEN NAILING FLANGE MITER W/RED HOUSEWRAP TAPE. STEP #5 INSTALL FLASHING TAPE 2 51DE5 WITH TOP OF TAPE FLASHED UNDER HOUSEWRAP. WIDER OR ADDITIONAL 51M TAPE MUST BE INSTALLED OVERLAPPING ONTO THE WINDOW FRAME TO COVER SEAM AND 50REW5 AT MULL. STEP #6 INSTALL FLASHING TAPE AT TOP. TYPICAL WINDOW FLASHING IN FRAME NOT TO SCALE TRIM MOLDING DOOR JAMB #12 X 3" SCREWS SHIMS 2 EA. Ibd NAILS �-2X FRAMIN6 0 8" O.G. DOOR JAMB DETAIL - HOOD NOT TO 50ALE TYP I GAL STUD COLUMN AND JACK NAILING NOT TO SCALE ASPHALT SEALANT: 12" MIN. EXTEND MIN. 6" ABOVE 6ALV. MTL. FLASHIN6 ' Ml "L" FLASHING FLANGE DIVERTEiR FLASHING ROOF MATERIAL DRIP ROOFING FELT FLANGE 6 TAPE P.T. FURRIN6 1/2" DEN5E GEILIN6 BOARD DRYWALL - Ixb BLOCKING EXTEND 20" MIN. PAST WINDOW OPENING AT EACH SIDE WHERE P05515LE - IX PT NOTE 6L� D INSERT TRACK FROM OUTSIDE FACE OF BLOCK ISEE LINTEL SCHEDULE CAST GONG. LINTEL W/ 1-#5 CONT. OVER DOOR OPENING (5�LLOOR PLAN) INSIDE SET TRACK IN A FULL D OF CAULK JA J-5E SEE FOUNDATION PLAN NOTE: SEE FLOOR PLAN FOR SLIDING OLA55 DOOR APPLICATIONS USED / t-I \ TYP. 56D SECTIONS SD3W NOT TO SCALE DOUBLE 2 x 12 HEADER w/ 1/2" FLITCH PLATE UNLE55 OTHERWISE NOTED 2-ROWS Ibd NAILS STA66ERED o 16" O/C EACH FACE OR 3-ROWS Ibd NAILS STA66ERED 0 16" O/C FOR 2"xIO" OR GREATER HEADER (2) SIMPSON LSTA24 UNLESS NOTED OTHERWISE FILLING AND BLOGKIN6 AS REQUIRED FASTENED TO HEADER IN (2) Ibd o 16" O/C UNLE55 NOTED OTHERWI5E STUD NAILING 2x STUDS TYP. DETAIL DOUBLE 2x CRIPPLE STUD UNLESS OTHERWISE NOTED ON PLAN 51MP50N LTTIq W/ 1/2" HILTI KWIK BOLT II 11010 ANCHOR W/ b" EMBEDMENT UNO PT BOT. PLATE t NOTES HEADER /POST GALLOUT5 ON FLOOR PLANS TAKE PRECEDENCE OVER THE INFORMATION SHOWN ABOVE. TYP. FRAME OPEN I N65 AT BEARING HALLS — I ST FLOOR NOT TO SCALE ---------------------------.I I ASPHALT BASED I I 1 SEALANT APPLIED I BEHIND FLASHING I 1 AND EXTENDING A I I I MINIMUM OF 6" ABOVE I_ VERTICAL RISE OF FLA5HINj 6 ROOF CRICKET: VERTICAL I AT KNEEWAI_L I MIN. 3:12 SLOPE KNEE WALL I I (REQUIRED AT I _ I L VALLEY I LOCATALLE ON5) — j PLASTER STOP I � I \ I Root-�_w - I X 18" HORIZONTAL I MATERI 6ALV. FLASHING CONT. \ I (V SEALANT I W. " TO 12" PER 6" HIGH PLAN SPECS DIVERTER FLA5HIN6 6" MIN I I ALV. 'L' FLASHING TYPICAL I NOTE: I I DRIP EDGE THIS DETAIL 15 REQUIRED AT ALL I I VERTICAL WALL INTERSECTIONS I I FA5GIA WITH ROOF VALLEYS t ROOF CRICKETS. --------------------------- FIGURE 2: FLASHING AT CORNER DETAIL FIGURE 3: FLASHING DETAIL AT CRICKET/ KNEEWALL INTERSECTION M TYP I GAL FLASHING DETAILS 5D3 NOT TO SCALE BRICK MOLDING DOORJAMB 3/I6 X 3" TAPGONS o 16" O.G. W/ 1 1/4" EMBEDMENT SHIMS Q DOORJAMB DETAIL - MASONRY ;rD::31 NOT TO SCALE 1/2" PLYWOOD ENGINEERED WOOD TRUSS 24" OG 1/2" PLYWOOD 4-Ibd NAIL CLINCHED R CHIMNEY FRAMING SIMP60N W5 AT EA JOINT (TYP) 1/2" PLYWOOD 2 "x 4" • 24" OTC. BALLOON FRAME SIMPSON MT6122 • EA CORNER OVER DOUBLE 2 "x4" BLOCKING (ATTACH BLOCKING TO TRUSSES W/ SIMPSON A34 TYP) 4-IOd COMMON LQTE5,,t REFER TO INTERIOR BEARING WALL DETAIL 4" CONCRETE SLAB WITH FIBESH 10d COMMON o 161, OG (2) 2XI2 BEAM OR A5 PER FRAMIN6 PLAN INTERIOR DRYWALL — FACE 22Xb FRAME HEAER "—` I/2" PLYWOOD w/ STUCCLATH DOOR TRACK /— (SEE FLOOR PLAN) SET TRACK IN /'--A FULL BED OF CAULK SEE FOUND TION 2X8 FRAME FRAMIN6SEE HEADER FOR BBEAM151ZE INTERIOR 1/2" PLYWOOD DRYWALL I METAL w/ SSTUCCCO TH FACE ALT. BY—PA55 5.6.0. HEAD D l TYP. POGKET 56D SECTIONS �D:31 NOT TO SCALE i� 4-I6d GOMMOII �i i 2-I6d COMMON 3-10d COMMON EA. 51DE OF i JOINT STUDS O I6" OG }-� TOP PLATE FASTENER5 SD3 NOT TO SCALE i 4-I6d GOM�# DOUBLE TOP PLATE I6d GOM. DOUBLE STUD 16" OG PT BOTT. PLATE 2-8d GOM. 2-8d GOM. DOUBLE END STUD SD3 NOT TO SCALE GOLD JNT. GARAGE SLAB REBAR CONTINUOUS S l GARAGE STEP DOWN SECTION 17� NOT TO SCALE T CONDUIT 1-1/2" OR GREATER SIMPSON #555 SIMPSON #551 .� STUD SHOE SD3 NOT TO SCALE TOP PLATE ��~2-I6d GOM. PT BOTT. PLATE END STUD INT. 5D3 NOT TO SCALE _ FBOVE ABOVE STRAP PER ROOF FRAMING PLAN REQ. TYP. DOUBLE TOP PLATE 51MP50N SP2 AT TOP I6" o EA. STUD O.G. 2 x STUDS 0 16" O.G. I/2" x 6" WED6A ANCHOR BOLTS 0 24" O.G. (FRAME TO BLK) w/ 21''a x 3/16" WASHER 51MP50N 5PI AT BOT. 0 EA. STUD T. SOLE PLATE REF. ELEVATION R. 5E E INTERIOR BEARING WALL FOR ADDITIONAL INFO BRG. FRAME TO GMU HALL SECTION NOT TO SCALE p f/l".Oi-' lIIII � ��ls SND •, o ., ,• SA -.....:.. V� • Z o Ci;iii!'ilii:+8!in.iR:. ` P• CD Li J Z_ �' Q O oo v o rn /y ,�o� W o UJ m* N O! W uj rLLv °--2 w 'K Z 0 ' n? N N L 0 1 a LI Z yG `, W f� J J J a is ►= Z Z LV Z 00 Zww gz O w x- ~ = w p w x S Z F x H LL O Z -a—w wo ul0 Q Z 3 p 00 p- w J 0 �wZ W° >~ L}L� JZ <0 V) W �-T(L war —I— _ J J Z SS 0 U00to g0 w Z S m�ZQ 01-z ►- w ww- w m Z m �WW xWO0 0�< _a'PLL LnU)0 H-¢(n U Z U) w z c) cC G U Z Q Z W O U Q Q w O J LL 6 ice- 0 Q 0 � Z Q - c) (D U Ld Z z V _j W < = J U Q N Wo U) FIRST ISSUE 12/04/13 SECOND ISSUE THIRD ISSUE FOURTH ISSUE ADDENDUM ADDENDUM 2 ADDENDUM 3 REVISIONS SEAL DATE SHEET 2"1 NAILER ATTACHED TO BLOCK W/I/4x3" TAPICONS 0 8' OG 2'x4' 016'00 TOP AND BOTT SIMPSON H5 0 EA RAFTER Ixb OR 2x6 SUB -FASCIA UNDER ALUM./VINYL FASCIA VENTED ALUM.MNYL SOFFIT SIMPSON SP26 EA. STUD TOP OF WINDOW AS PER FLOOR PLAN APPROVED WINDOW OF BUILDERS GHOIC.E 5/4' PLYWOOD SHEATHING W/ 80 GOMMON OR 14D.6. BOX NAILS * 4' O.G. O EDGES t INTERMEDIATE H/ 2x4 BLOO INS AT JOINTS EXTERIOR FINISH AS PER ELEVATIONS SIMPSON SPI STUD TO PLATE 51MPWN M5TA36 FROM STUD TO JOIST BELOW RELATIVE F.F. ELEV. 0'-0' Ii1 \\\\. \\\��—_�__l\\\\\ �\\III iit \\ \\\ I j I` \\\ \\\\ ,,, II ,ee\\, — IA„ \,\ II \\\ \\\ 11 RE-EWOOD TRUSS (TYP) 'i \\� PNG \\\ `\�\ L a \\\III\\\ \ \\ \ \ \\ 1 \\\ W ` \\\ 11\ \\\I U\ 5E A)RE RIDGE BEAM TO \�\�\ 61RDER W/ SIMP50N \\r\e HU526 JOIST SEAT 2x4 COLLAR TIE MID -HEIGHT ® 61RDER. PROVIDE (5) 12d NAILS EA END CONTINUE 5HEATHIN6 BELOW CONVENTIONAL FRM6 ® ATTACHED STRUCTURES WHICH ARE ONLY PARTIALLY ENCL05ED SUCH AS ENTRYWAYS AND PORCHES NOTES: OALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE DETERMINED AGCORDIN6 TO THE LENGTH OF SPAN AS FOLLOWS: UP TO 8'-0" ........... 2xb 8'-O" TO 12'-0" ........... 2x8 12'-0" TO 15'-0" ........... 2x10 15'-0" TO 181-O" ........... 2x12 ORIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. OCLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2XIO. IT SHALL BE FASTENED AS 5HOWN W/ SIMP50N M5TA24 TEN51ON STRAPS 0 EACH TRUSS USING (14) 8d NAILS. INSTALL THE STRAP BY GUTTING A HOLE INTO THE 5HEATHIN67 o EACH SIDE OF TRUSS AND THREADING THE U-SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. OSECURE RAFTERS TO CLEAT USING SIMPSON L5g0 FOR 2x12 RAFTERS, (10) 8d NAILS FOR 2x10 RAFTERS, (8) 8d NAILS FOR 2x6 RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" SHALL BE TOE -NAILED TO CLEAT W/ (8) IOd NAILS. SECURE RAFTERS TO RIDGE BEAM U51N6 SIMPSON LU526 SLOPIN6 JOIST SEAT. 2xb RAFTERS W/ SPANS 5 S LESS THAN 4'1 MAY BE TOE -NAILED TO RIDGE BEAM W/ (6) IOd NAILS. GONVENTIONALA/ALLEY FRAMING 150METRIG SEE PLAN LINTEL ASSEMBLY AS PER FLOOR PLANS AND LINTEL. 501EIA&Z 5IMP5M U824 GYPSUM SHEATHING DIAPHRAGM USE TYPE 'W' SCREWS 0 12'O.0. IN FIELD AND 0 6'1 AT EDGES. DBL TOP PLATE HEADER A5 PER FRAMING PLANS - MINIMUM DOUBLE 2X8 2X4 STUDS PER FLOOR PLAN 0 16" O.G. (ALIGNED W/ JOISTS BELOW) R-II INSULATION SINGLE P.T. BOTTOM PLATE W/(2) 1/4'x 5' LA& SCREW TO EACH 2x8 JOIST BELOW 2x8 P.T. JOISTS 0 12' O.G. H/ R30 INSULATION ATTACHED TO PLATE W/ SIW50N HI (ALIENED W/ STUDS) SINGLE P.T. BOTTOM PLATE H/I/2"x 10' LONG AHC+IOR BOLTS W/ STD NUT AND WASHER 016" O.G. 8'X8'X16" f:MU AS RMIRED ALL GROUT FILL® SEE FOOTING DETAILS FOR FOOTING TYPE AND SIZES D SEGTION THRU BAY WINDOW �04 03 NOSING BAR TYP. EA a STEP THREAD, RISER AND r NOISING DIMENSIONS AS PER ARCHITECTURALPLANS CAST IN PLACED AND SECTION CONCRETE STEPS 04 0 8" O.G. * BOTT TOP OF SLAB (TYP) 4 * 12" O.C. HOOK , INTO CMU WALL W/ FILLED CELL EACH 4 n a END (TYP) A. •,�;��� r. `i\;! , FOOTING AND SLAB ��/ AS PER FOUNDATION PLANS �;��'%:•� i /i'%i�:i', ,�•'jj��.:�'• rK"%'I`PIGAL CONCRETE STAIRS �04NOT TO 50AL.E I •- - I1-I-I-I- 51MP50N METAI2 0 MASONRY SIMP50N I\— M�SST16 0 FRAME WALLS / li yr) (2) HETA20 U.O.N. r5"I HIP FRAMING SD4 BRACING I"X4" MIN. � w.W rE GROSS BRAG I NG SD4 PRE-EN61 NEERED 1/2" PLYWOOD W/ 80 TRU55 AT 2'1 C NAILS • 4" O.G. AT EDGES AND 10" INTERM. 2" SUBFAGIA� 2"x8" BLOCKING ® MID 2"xf-%V6TIft. 1/2" PLYWOOD W/ 8D (2) Ibd PER JOINT MINIMUM 2"x4" CRO55 BRACING (SEE PLAN FOR LOCATIONS) iEE TRUSS LAYOUT -SIMPSON SP2 SIMPSON LTTIq • EA END SIMPSON SPI NAILS 0 4" O.G. AT - - - EDGES AND 4" INTERM. 1/211,140 x8" ANCHOR BOLT 0 32" O.G. I KNOCK -OUT BLOCK W/ #540 POURED SOLID FRAMING ABOVE TIE BEAM CABLE (WEBS FOR GI ARROW INDICATES LONG DIR. OF PLYWD. PLYWOOD CLIPS TO BE INSTALLED AT ALL LOCATIONS WHERE 5HEATHIN6 SPANS 16" OR MORE AS PER APA REQUIREMENTS. DOUBLE CLIPS TO BE USED WHERE SHEATHING PANELS ARE GUT TO 24" IN LENGTH OR LESS. X = IOd COMMONS OR 8d RING SHANK 0 4" O.G. ON EACH SHEET OF PLYWOOD 0 = IOd COMMONS OR 8d RING SHANK • b" O.G. ON EACH SHEET OF PLYWOOD o = IOd COMMONS OR 8d RING SHANK 0 8" O.G. ON EACH SHEET OF PLYWOOD NA I L I NC SGHED./GABLE SCALE, N.T.S. TYPICAL ROOF SHEATHING NAIL PATTERN NOT TO 56AL.E •' 1.:► :► WINDOW 4 DOOR MOUNTING - MASONRY - ELEVATIONS ARCH -CIRCLE TOP - ' r"" T""' _' "^"' WINDOW 4 DOOR MOUNTING - FRAME - ELEVATIONS 0 = 8d ® b" O.G. ON EACH SHEET OF PLYWOOD NAILING SGHED./HIP SGAI Es N.T.S. NOTES= I. SEE STANDARD MOUNTING DETAIL. 2. IX8 P.T. ANCHORED TO LINTEL AND WALL W/ 1/4"X2-1/4" TAPCON o 8" O.G. 3. ANGLED 2X4 NAILED TO PLATE PI Ibd NAILS AND COVER W/ 1/2" PLYWD OR 1/I6" 05B W/8d NAILS 0 4" O.G. (EXTERIOR AND INTERIOR SIDES). 4. ANGLED 2X4 NAILED TO PLATE W/(2) Ibd NAILS. 5. 2X4 GRIPLE VERT STUDS 06" O.G. AND ANGLES NAILED TO PLATE W/(2) Ibd NAILS AND COVER W/ 1/2" PLYWD OR 7/I6" 05B W/8d NAILS 0 4" O.G. (EXTERIOR AND INTERIOR SIDES). 6. DOUBLE 2X4 VERT AT EACH SIDE OF WINDOW SHAPE GHAN&E5, ATTACHED TO TOP PLATE W/ SIMP50N L550 4 MSTAI2. '7. 2X4 GRIPLE VERT STUDS 06" O.G. NAILED TO PLATE W/(2) Ibd NAILS AND COVER W/ 1/2" PLYWD OR 1/I6" 055 WI NAILS ® 4" O.G. (1EXTERIOR AND INTERIOR SIDES). 8. DOOR OPENING AREA (TYPICAL) NOTES: O ATTACH FRAME AS PER MANUFACTURER'S. O IX8 ANCHORED TO HEADER W/ Ibd NAILS 0 12" O.G. O ANGLED 2X4 NAILED W/(2) Ibd NAILS AND COVERED W/ 1/2" PLYWD OR 055 W/8d NAILS • 4" O.G. (EXTERIOR AND INTERIOR SIDES). O ANGLED 2X4 NAILED PI Ibd NAILS. O 2X4 GRIPLE VERT STUDS 08" O.G. AND ANGLES NAILED W/(2) Ibd NAILS AND COVERED W/ 1/2" PLYWD OR 7/16" 0513 W/8d NAILS • 4" O.G. (EXTERIOR AND INTERIOR SIDES). O DOUBLE 2X4 VERT AT EACH SIDE OF WINDOW SHAPE GHAN6E5, ATTACHED TO TOP PLATE W/(2) INVERTED SIMPSON HIO'S. O 2X4 GRIPLE VERT STUDS 06" O.G. NAILED TO PLATE W/(2) Ibd NAILS AND COVERED W/ 1/2" PLYWD OR 1/I6" 05B PI NAILS • 4" O.G. (EXTERIOR AND INTERIOR SIDES). DOOR OPENING (TYPICAL) r7'**NA/G SHELF DETAIL �P4 GAt iiiiiii�, •• 00 �� 10 iiiI •� J • Rn• •�� \ p0.0�.�.\ o $ (D Lu O � a -. _j Z I- o ��ON I.L W O M Q, N w Z d U w ro (a - z In _ W° z (9 O z U LU Z 00 ea) 1:") N,` : �4 FO # l sz Z O iQ;v ,* e J J �o< � F z N z 00 Ill Ow l �Q N Q w _ =_ W 0 m xzQFi �LL 0z az�o =0VO 00 o:n 00 <c_n ix_U Z U U- W H a F Lnw nz Q0 U 0az zo Z < O w OOUm co o~z Woo 0 a w- m w w z U Z U) W Z D O U Z Q Z W O U d _0 0 J LL O 0 VJ 0 Z Q ^ cn U � Z O O� Z _j Lu J < - J � T i ui U W N o FIRST ISSUE 12/04/13 SECOND ISSUE THIRD ISSUE FOURTH ISSUE ADDENDUM ADDENDUM 2 ADDENDUM 3 REVISIONS SEAL DATE SHEET SD4 NOA DRAWING MAP SHEET GENERAL NOTES .......... 1 GLAZING DETAILS ......... 1 ELEVATIONS .................. 2-4 HORL7. SECTIONS......... S VERT. SECTIONS .....6 ACCESSORIES.......... 7 DESIGN PRESSURES .... 8-9 3M6• AN GLASS 'EXTRU5ION$..................10 7) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN 31"18' HS GLASS PARTS LIST................1 CONFIGURATIONS......12 PRFSS RF. THE 331134STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUA fIUN OF ANCHORS INTO WOOD. ANCHORS THAT CAME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL ,-- ,�-HEAT•MLRRPANEL TYPES .... OR FILM ..""""' 13 MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. AIIEX7. Lam,► DIiPON7 .OQ6'PVB -- - j '�-- 3H6•TGLASS B) SHUTTERS ARE NOT REQUIRED. 7116" 01 ALL DOUR CONFIGURATIONS, UP TO 8 PANELS AND/OR 4 CRACKS, ARE QUALIFIED, `4J SEE SAMPLE CONFIGURATIONS ON SHEET 12. DOOR S17ES MUST BE VFRIFIFn FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. 10) REFERENCES: TEST REPORTS FTL-6337 A 0338; EXOVA-10-002-792(A) & 10-006.10231; CAMBRIDGE 535753-09: ELCO ULTRACON NOA 907-0425.01; ELCO CRETEFLEX NOA I 41)3-0225.05: VISION EXTRUSIONS. LTD. WH17E PVC NOA #1 G-0420.06, TAN PVC NOA I #11-0902.10; ANS:/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 i ALUMINUM DESIGN MANUAL Door Size t------ Configuration Design (+) pf f (-) psi Cartlflcation Numbers i Width Height ! 241" --203 95" I Jou ...._ - --60 60 100-265, 771 120" 1 X)Mw/astrnggl 60 65 190-267.774 203" 95" )000(W/astragal 60 60 IW263, 770 241" _....... ..... .._ 95" )XXX 80 80 190.787 203 98" _....._. B6" XXXO w/Satrsgai _.. __.__... _.. _.._ XXXX W/astragal -80 ..-... I 90 1 80 190-264, T72 .._ 203 I 90 1 190.266, 773 I- 7 U GLASS f j ! / , _o I 02 ""i .* I 13 __/ GLASS TYPE "C" PVB LAMINATE, INSULATED WITH HEAT -MIRROR FILM CLASS INSTRUCTIONS: t) KNDWING THE REQUIRED DFSIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE `\�iNNl1 lf'r�, - Rin*lKior « 1Rnuin: \�" �� , ....., I4 7, SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B tit • '\t;tiN F P � `•'k - OR C. USE TABLE 4, SHEET 9. FOR GLASS TYPE A. USE TABLE 3, SHEET 91F THE REQUIRED DESIGN Qom,•' iawsdey rww ,.,• PRESSURE IS ABOVE 80 PSF, OTHERWISE USE TABLE 2, SHEET 8. . is ; N.t 1;705 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABU , U51NO I Ht FRAME HEIGHT AND THE NOMINAL PANEL WIDTH, WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UP TO THE NEXT LISTED SIZE. - - L( ' I I '` � _ Oei�'01L NOTES TYPES viand : I 3) CHOSE WHICH ANCHOR OPTION (A-O) tS MOST APPLICABLE. ANCHORS ARE DEFINED IN TAtiLE 1, SHEET 6, -0 •. I OF : , - ' '• GENERAL & GLASS J ROSOWSKI I ALONG WITH THE APPROPRIATE SUBSTRATE. MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. • 4) FROM THE DESIGN PRESSURE FABLES (TABLES 2 4. SHEETS 8 & 9), VERIFY THAT THG REQUIRED DESIGN p S Al \_: `;�. ' -. F'LOR\O •' `j0 �` ro704 L>< _.•.._ ras: rkl.: 'i, VEMCA paO P VINYL SGD INSTALLATION GUIDELINES 11/18/10 PRESSURE IS MET OR EXCEEDED. USF THE ANCHOR QUANTITIES SHOWN. 1CANAL �.`�� rr P.O. BM 150 5) INSTALL AS PER TiiE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. r r r I l LT 111 r'E• MOKOWk iQ 34274 6e rhaAWot lRaW: 81° L �• /pv. r"1 ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7_ 1t LIP E III Tt�R�• CEW OFAtIftA N8 570/277012,97Q NTS 1 OF 13 FLA-SGO570-01 I DETAIL 1 ! DETAIL 2A DETAIL 2 ( INTO! MASONRY I h -, R__ AL i INTEfiID_CK� TYP ANCI TOR TYPE., F.11 DMFNT AND EDGE CON(:RE: t.2;I1L DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 PER ANC4101i FIEF , 11 REQUIRE 3ASIIHAGAL WXiC)N /' r : /I DISTANCE -~I ~1� 409) ! f _ NON-STRUCTURAL , i,rQ AS-RAGALADD-UNRF.INF. \` .t-..._.- __ ." . /- ANCHOR --f - - 3-) g� .0 EMBED 'a� - % _. �' r% VICX21r7"SMS `-5 - MENT - 'i - +`, R91CORCEME.YF 9CREW:5 I i.. '2Di DPTIONAI\, .\.•`. •}i PF.RASTRAGAI. Iffrr.. i�--•-�« — _ _ 1. j t69-EQUALLY-SPACEDNVO r I�,-L� I- 1 I -- ! \ / FROM FNT)S (FACTORY i c__ II .14 _ - - ' i76r ... MAX - /21;� / '- , L -•__ .. ---•} I ' ,.- / -INSTALLED) . ,AjiL ,i„= s-�, • _ . i - ._.- `� • I' .y) EXTERIOR '�6' I ,fig ,. I, AiT.RAGAI 0€ POCKET 1' , � l �II� P-FOCK -,1/ � `- LW:K$ 111,E \' L... .. PANEL WIDTH .._ - _I - .. _ PAML NADTH ✓.-.. IUK ' & LCCKSTtLCS, ": ._.--- ---- -- ODOR FRAME WIDTH - - • .-- -- __.--. ASTRAGALS, -' FIXED _ - -- -' h---- - - . - --. DCOR FRAME YP DIM STLES AND I ti - HORIZONTAL ' RAILS -;2TI I 114" MAX -►I _ , III SEE NOTES 3dG EDGE DISTANCE I Ei ' i � I ( ! I L t - •c *8 X 3i4' SMS RF h. 11RGF,MF NT -- SCREW, 3 PER RAIL. LOCATED — ;- -.-�----�.�--: _ �'- �I, �.��L BELOW 1END9 .k. AT CENTERLINE AND 6• rnom (FACTORY IN$TN1.EDj 1�1 �'!I I; I II I-..�J E ,FUK 2-3/N• KUPW _: 8\ 8-� •=..-_ '.•,+• _• TYP AN TYPE. INTERLOCKS ( r14nrDMENT AND EDGE ._ ONLY SPACING , I `ii , I l �. �- -- .., _ L ,�• I �. ,-- --)l ._. + �_- _ '-. I Fq. ) 1 DISTANCE TEREU7S?RATC, E TAB. t 3 r SE E . S LL 6 �' r .i1:-- ,I' ' 1A ... � . r ii EDGE 1i I/, !, , I I. I. c: - ! ... _ v: t.:.. c � 7n - --__ ."T1..__ _:.:.._.._. DISTANCE L I 1 1 FIXED PANEL CLIP ._.._. . 1 y.-= AND ANCHORS. SFF , • ....... •. W _, UE•AILSHEET7 ', f 'lX WOOD BIJCKSTR!P rMDCDMENT ' FIXED STILE OR FRAMING, SEE TYP. ANCHOR TYPE, EMBEOMFNT NOTE 4, SHEFT 1 7X WOOD BUCKSTRIP ... - ... 1. -- -..-.,- PANEL WIDT1i --- -- . _-- ,- nNL' Li:t U!S ONCE PER SUBSTRATE EDGE i 5LL ADLL: L $ItEET6 OR FRAMING, SEE NOTE 4, SHEET 1 DETAIL 3 DETAIL 2 DISTANCX .-- 1 NONSTRUCTURAL INTO WOOD - - INTERLOCK _ - - /' ANCHOR EMSFI)I I r IA' MEN ( i I f - -` I. r�vc NOTES .�',111 I rrrr, _. -- 1 r-- � "'•.""" 1)UEIAILS APPLY T02, 3AN04 IRACK �� 't \ l\a %1l1, ri, `l�.r� ,TJfJIC-1 %.., CONrouRA1TON5. �\ l: F,U /�,. `1811 /l'- L'-••--•---.•-. I, �I'OIIN'''KX'WI 2)SEE SMEET52.4 FOR ANCHOR LOCATION 85PAC!NG. i ` ,lC'. •'\\.,!"NSF � i Pa"OOX I 3) SEE 7ABI FS 2-4 FOR.REINrOnCFMENT . s' ld?I RFINF I _ t- REQUIREMENTS. v 705 - "LATt 02' LONG, @ -' / _I , 4) CONTINUOUS ANCHOR PWE, ITEM 98, G REOUINLO - 3t . Iva' 53 f - PtJ I M:ESP IK / _ r " \ 5) ALL FRAME ANCHOR LOCATIONS. _ W •46�FRE,NF.-% -. ..- _�__.... 1 PG PANU WIDTH DOES NOT INCLUDE 947ERLOCK[)R ' ` Q`3f):. PLATE SMS, r?p�Mr EXTERIOR 8)ALLREINFORCCMENTSAREAPPROXIMATELVTHE - s 1 - •- Z: IllI Iw P-H001C I.. I FULL ;.ENGT11OFTHE EXTRUSION. REFEKTU1ESr ^- 01'.... irLUR\Or_ NC , (b) M 2.516' O.C. ti REPORTS FOR EXACT UIMENSION5. DE J '/ FSSIONAN-`�' J' r111tllllilt\ INTO WOOD A. LYNN MIL LLR, P.E. DETAIL 1 i DETAIL 2A DETAIL 2 INTO MASONRY ASTRAGAL INTERLOCK TYP. ANCHOR TYPE, EUSEDMENI ANU EDC"E CONCRE-F!CMI, , - '�� PFR ANCI-OR i UIS IANGE PER SUBSTRATE, SEE TARE 1, SHEET 6 �. REQUIREMENT i UISTAt4CF - -I 36,• ASTRAGAL ADI}ON B y , _ ' ; • 1 NON-STRUCTURAL ,--t3Uj ASTRAGAL ADD -ON REINF, '`� /` • EMBED ,a ." r!-- ANCHOR (40 A , et6x2•ursn4s SGr35r `fam r Vey ; ' 1, REINFORCEMENT SCREW 5 Ell.. ••_ ,-:`2U,OPTIONA12 � t\} PER ASTRAGAL.,I�.- ,• ,70. 1 I - -- - [ �� ••', :\ - FROM ENDS SPIFACTORY 7• I�c'J - MAX. �•j •-�. _ !-..�_ .... ._.- ( _INSTALIFD) VG--�-�— --..: -ci=2 i / € -_ 24 ao ._ Al j - ...__ — ' /� - - _ i _� r ,, �. _ Y, I1 \. -'i-"-'� JL�---- �/r \car- L.= GENERAi. NOTES: SERIES 570, 2770 & 287U LARGE _MI§*ILF_, IMPACT -RESISTANT, VINYL, REINFORCED SLIDING GLASS DOOR 1) THIS PRODUCT HAS RFFN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. ALL ,RIGID WHIT E UR TAN PVC, AND COMPOSITE REINFORCEMENT MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS R(=FN TESTED TO C(COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. I 2) GLAZING TYPE OPTIONS: (FROM [XTERIOR TO INTERIOR); T=TEMPERED. HS=HEAT STRENGTHED, AN -ANNEALED, SG-.09D DUPONT I SENTRYGLAS (FORMERLY KNOWN AS SENTRYGLAS(PPLUS), pM-.090' DUPONT BUTACITE PVB: GLASS TYPE A: 3,116" HS GLASS + .000" SG INTERLAYER + 3116" HS GLASS + 7116" AIR SPACE . 3/16" T CAP GLASS 1 YPE 8::i/1 W PS GLASS + .090" PVB IN I �:RLAYER + 3116" AN GLASS + 7116- AIR SPACE + 3M6" T CAP GLASS TYPE C:311(V HS GLASS + .090" M INTERLAYER+ 3/16" AN GLASS +• W16" AIR SPACE WITH HEAT -MIRROR FILM + 3116" T CAP I APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING M. i 3) MASONRY ANCHORS MAY BE USED INTO YY004 AS PER TABLE 1, SHEET 6. ALL WOOD BUCKS LESS THAN 1-1/2- THICK ARE TO BE I CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK R GRFATFR. 1X AND 2X KS T PROPERLY I 0 BUC {WHEN USED} SHALL BE DESIGNED O TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND INSTAI.I ATION IS 1NE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 114" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT -I IGH I TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FFIT PAPFR OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FBC. 5) ANCI IOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE TI IE CMBEDMENI S SHOWN ON TABLE 1, SHEET 5. PROPER SEALING OF FNTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS PIFYOND THE SCOPE OF THESE INSTRUCTIONS. 6) DESIGN PRESSURES! A. NECA71VE DESIGN LOADS 13ASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-04. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-04. DESIGN PRESSURE RATING I IMPACT RATING VARIES, LARGE & SMALL SEE SHEETS 8 & 9 MISSILE IMPACT - 1.1116' NOM. I I 1-1/16' NOM. - 7116' AIRSPACE -•-I ••. 7/18' AIRSPACE 3H6' HS GLASS 311V AN GLASS • 3116' 1 IS GLASS MV HS GLASS - . ULWONT .0W4F_1. I r 1111 DUPONT4EXT. SC NTRYGLAS® _ I .090• PVB 7116• «1 - 3118'TOIASS Vir _.• NOM .,i NOM �����s 7/8' GLASS Ci ? �,1 ,--(7 �, Era- i1 U HH F. ! GLASS I ! � SITE i j , _ __ /. / GLASS TYPE "A" Sd LAMINATE. INSULATED GLASS IK7.► 311V T GLASS GLASS TYPE "B" ..................... _......... PVB LAMINATE, INSULATED GLASS -t 1311tr NON. , 1 _ 911VAIRSPACE DETAIL 3 1XOR2XWOOD B41O MASONHY -RI IT`. ,TRIP. SEE QUIRED IF DOOR 1X BUCKSTRB' / NOTE 4. SHEET I r— `'' HEIGHT IS OVER BB" \ �\, -. ti CONCRETC/CMU * I PER h91 \ Lea :.:......,r / I' -. tTE0U8REMft4? ANCHOR \ % ` 1 //., . . 1-= t;1, „ I 1 EMBEDMENT 1 a tI�I8re11t E� -- I I r - , ,/ , , 1'YP.ANCHOR TYPE EMBEDMENT i T � ' ml ' i- AND EDGE DISTANCE PER �; � 1 ,,, � ` I I ( , . l7 SUBSTRATE, SF.E TARLIF 1, SWEETS )i k _ ���' I + I I 4. !INTERLOCK /i I „/ rm �I/ ,etl EDGE .............._.__ . BOx SCREEN _ l DISTANCE ice./ Y; �i-_ / i ��rr_ / tya I ....._ .- `'�� — I+- 114' MAX` TYP. ANCHOR TYPE, EMBEDMENT -. . - - —_ - ..-•«-I `- AND FIXib DISTANCE PER (—� i- SIIRSTRATF, SEE TABLE 1, SHEF.T6 1 t /EOM I �. i , -.. • DISTANCE C-'fil I III I I, i — I .,f I �Ip L_.� .t �_..._.�.._-�� --, 8� C,•, 2.3/B'ROW _ I ; SPACING � � i I-.,--7 ---- I ' of % -1 lmmskdkw. MINT . CONCRETEICMU ID SCREEN • NC PER ANCHOR (7t1�! ! .--v 2EMCNT ERIOR - _/ -1 I- u4' MAX \/ I DETAIL 3 IN rO.MASONRY DETA_I L 3 IX OR 2X WOOD INTO MASONRY BUCKS Ir4iP. SEE QUIRED E Dt?!-TR - --. 1X UUgCSrFt1P NOT£ 4, SHEET 1 HEIGHT IS OVER 98- \ N,� .. % I \;_ CONCRETFiCMU J9� ��, + ..�.. . / �1 PER ANCHOR C_ .l _T p �f . REOUIREMENTI fir-- raj E€ /1t, I _r- _ .. BI1i." ( -I..... EMBEDMENT I, ��I; _... L� - _� ( 1 - TYP. ANCHOR TYPF, EMBEDMENT " f ,� - •� AND EDGE DISTANCE PER i5�' I t �� : I / SUBSTRATE. SEE TABLE 1,SI M 6 i, : - •, (3 J-! !/ \� I INTERLOCK ' ' EDGE 37 i26 9 T '' ,— I' )� . ,13+ �_- _ -', EXTERIOR - I. r . _- POCKET f�6,(Z7: : ; - :ASTRAGAL tlox BENIGN 1. i1 •. UtS1AN;E I � / `9? I I LUCKS ILk . . __._.... °9- 1sF- --.. r ._.:_I- PANELWIOTN .-._ ,.i +--_. -__. PANEL WIDTH —_ .................. ..._...-_-«. .1� ti € FOR F12-il - 1d• MAXLOCKS7NF5, j I I- DOORFRAME WIDTH -------- - . __ _. _ .............._j �'TYP. ANCHOR TYPE, CMBFDMENT ASTRAGALS. - ; --. _. _.- FIXED �'... `' -- - .. - ---__. _.". -"."- DOOR FRAME WIDTH ••--1 /— EDGE DISTANCEP R r��� E STILES AND _�_- 114• MAX. --I L-- t \� i�g)-� I BSTHATE. SLC TABLE 1, SHEET HORIZONTAL 1- -T• i HAILS T ' ii' I �ol .11 i ,�^_ 1 f , \ ! EDGE LfJ I -", .,.. I �� ( ` IjJY EDGE :- ---- SEE NOTES DISTANCE '- JJj *8 X W4" SMS REINFORCEMENT - '•D ISTANCE IkL 3 & C I I . L_ -..._ SCREW:3 PER RAIL. LOCATED . r: '- `..._. . = V j j -BELOW AT CENTER!. oRyNIF IN R° FROM " II [ E€�{ . If ;, ENDS (FACTORY IN6tALl EU) If• ^ I ��_: _�,.. - moo, `�-.' ,� III FOR 2-3/8' ROHY \ , i '_'{ 6 ! �+ -„�- . ... 2.3t8' ROW TYP ANCHOR TYPE, SPACING , ` I �' `4i- =�• - 1,8)-, . INTCFHLOL'KS FMHH!MEN1 AND EDGE ! I t I ' - �>q- -. ...`'a" i -- I ° t SPACING -Y � Uls IAW : PER SUBSTRATE, I ` i - i I - I - I _-.._ .- i SFF TABLE 1. SHIFTS , , 9J ` .. i ��J7tr I - I i� .: -- (I - _ t f �-, EMBED- C- ...-- EDGE r.�rt I.I'.; _.-, -.. c c ��- :C.�}' , MENT DISTANCE ( \ FBCED PANEL CLIP 1_I • LI ; l AVDANCHORS,SEF 1. / �-- ° CONCRETEkAW •` ' ' DETAIL SHEET 7 , i� -I 4I � STANDARD 9CRCCN PER ANCHOR 2X WOOD SUCKSTR P EMBEDMENT - --- - FIX! D.STILE 1 _Ili` b+tr RED MENT OR FRAMING, SEE ..'...... " -'" EXTERIOR UIRC TYP. ANCHOR TYPE, EMBE DMtNI PANEL WIDTH - 125`� 1N"MAX. NOTE 4, SHEET 1 AND ECGE DIS i ANCE PER SURSTRATE 2X WOOD DUCKSTRIP - .. __ _ •.._... .. .... .-. '`- J __ ..... OR FRAMING, SEE - ........ . - EDGC _ srl' TnaLT• t, s1rEETL NOTE 4•SNEET I DETAIL 3 DETAIL 2 DETAIL 3 DISTANCE I- / vI _-,_„-.._._.,._, ..:._ . _ Neki STRIICTURAi INTO WOOD 1 INT6RLO INTO MASS ._L. _ T i -_- ��- ._'`-_.-_� /" ANCHOR EMBED- " _ / 1/4° MINI Ir�"'`�`- :y,.! , ` ..._ '' _. MAX NOTES l l l l '. i I ! , , r .i... I _ I I - ' 1) OCI�A4LS APPLY 10 2, 3 AND 4 TRACK -\,% � \: • , ff( 17% ft."; wl1r. Oslo , \-.. -. µsr 1 Ir"-'�"" T-` TT CONE{GURATIUN5. dC\ - (F� r, j ylsl -7/ 4-20)OWIONAL 2)SEE.E SHE E)52.4 FOK ANCHOR LOCATION B SPACING. <\,r.•\?CEtN SF- - ' ' I H WX i ) SEE'ABLFS 2-4 FOR RFI NFORCFkENY _ ......- 3) �45) RLINF. I -0_ �L. REOUBIFMtNIS = �: r 705 �"• ileac Asdaf"n: JB PLATE (tr LONG, r� ! t i ' 4 CONTINUOUS ANCHOR r'lA`E, ITEM *R, IS aF GUI)Ep = •It hV' ` PANEL MFDS�K i! i r l •_ I AT ALL FRAME ANCHOR LOCATIONS. - : : IX C »,__ .� ._. "-',"....".4\ 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR € a-�'/y'..'�S )"J` 1�•e1ilb"' a°a" `4G' I,*Ni.--` -�"- EXTERIOR ASTR'AGALAOD•ON. - -b I l of ,. Z�` .. HORIZONTAL INSTALLATION DETAILS J ROSOWSKI PLATE SMS, PO �K T 6)ALL RE NFORCEMENTS ARE APPROXIMATELY THE Sir' _ B16 X t tr4" N'- -.I 1y RFP(Xi13 FOR EXACT DIMEFIc1UNSREFER TOTEST �11. I S, FLL.I'* �`�C?`` I 10 70 N PLC, CE. 1. M275 (S)b)25/6'D.C. _ ,, :,, S/DNA l \ VINYL SGD INSTALLATION GUIDELINES 111/18/10 DETAIL 1 - t r ` } 1 r III , l l I \ AIOKI"J61l it 34274 Ssds9fidaC Buts: Slush rAlrtling No. Sew. _INTO SNOOD A. LYNN MILLER, PIE. CE'RK OFAU H. a'2Nff 57012770/2870 NT5 5 OF 13 FLA-SGD570-01 P.F.* 56705 € 2-TRACK CONFIGURATIONS 8 ... W MAX. MAX. I DEtAII is p ANCHOR APPROX. 6'. tX3TA1LA -..._. ANCHOR is NON-STRUCTURAL --•r; LOCATIONS FOR I HIS SNff LOCATIONS FOR 4EXT. RYPASS ) """" CETAa. A (HEAR d SILL �EX'T. POCKET CONDITIONS. I__L..._, CONDITIONS, 21A• /___+*-'�--.'_-------- -.,_'F-- ;--....... ..L f. ANCHORS INTO MAX. / ` r / 12' MAX. O.C. P-HOOK. O.C.k ,I/ f %' ; f/ /� A f. , / x� % l .! / %jf /' . @.--� 1 ANCHOR CENTER OF "- 1 ANCHOR ♦aT CENTER OF I / ;jHP F f/ iDETAI;, B1EACH PANEL•'SEE TABLES I.T11t1G1 EAC ANSI. S E T4HLES / / / ,�1ON SHEETSaas. ONSHEEI$899. / /EXT.v - / .� EXT.v �'.. /; / r/ 3.21T MIN, O.C. `�.� / i r// /i • *1. ANCHORS Q CENTER OF 2 ANCHORS 0 CENTER OF I j POCKET / 17..�Uk1 AIL BIZAC?I PANEL SEE YABk.ES ON EAi:FF PALL. SEE TAHLE6 I/ BY !"HEETS B 8 9. ON SHEETS 68 9. Ij/ ., FJCT. ExT.f • ('/ OTHERS/,N. O.C. 4• MIN. O.C. i j (UNDER ' !' 1 /. . �, SEPARATE ;' 3.21a-MIN.u.0 - I% APPROVAL) !•!/,! Cl. R / i USTE CE ANCHORS 49 STILE ANCHORS a STILE Y / . /� , , DETAIL INTERSECTIONS. .IWL INTERSECTIONS. SILL \1.` / / r- EXiv SEE TABLES ON TABLES ON SHEETS a & a. j i / /�t SHEETS 0 a 0. Exr,v��/ '/ 1. - 4• MIN. o.G. / _<.....,c ._•_ "- 4" MIN. O.C. 6, MAX 4' NON. O.C. -- , {HEAD & SILL) I- DF-n- _... CLUSTER OF 5 CLUSTER OF S ANCHORS _ _ . __. ANCHORS STILE - a8� STILE INTERSECTIONS. 2.316" T YP. INTERSECTIONS. 1D6 _ H2_ BEE TABLES ON • SEE TABLES ON SHEETS EXT.v SHEETS a & 9. LXT•v • _.._......:...- .- B d 9. 3219• AIN. D.C. I'•- -- 4• MIN. U.C. 61 MAX. W MAX. - (TO END OF - ETD END OF ATTACHED JAMB ATTACHED JAMB D£TAR U II DFjgI1 tT;�; 1 ANCHOR G 1 ANCHOR@ - SILL ENDS, F.XT.v _ HEAD FNDS. EXII.v NOTE: SEE TABLE 1, SHEET 6 FOR ANCHOR EDGF DISTANCE AND EMBEDMENT. I A25'- x, , `-sty -, ` �'- ,xv ` -•h \� 19tr EXT.v • ,11 IEEPHOLE PATTERN @ 24.O.C. WEEPHOLE PATI ERN 0 SILL ENDS DETAIL 4 A INTD MASDwy DETAIL 4 ! -1X BUCxSTRIP NTO WOOD .. TYP. ANCHOR TYPE, EMBEDMENT AND . _..'.: MIN. 2.7 KSt CONCRETE a I..... EDGE DIRTANCF PER MIRSTRATE, TYP. ANCHOR TYPE. EMBEDMENT AND HEAD PER ANCHOR 1/ SEE TABLE 1 8HEET 8 REOUIREMEN (, SEE 1 P-W 7 EDGE DISTANCE PER SUBSTRATE, TA8LE 1. SHEET 6 , SEE TABLE 1. SHEET 6 �_ r' SPACWIJCi «i-•- EDGE 1` 2 3!8' } DISTANCE -1 EDGE S j rXsrnNc_.E ` - Row -► EMBED. 4 , j 1 SPADING MENT. aF. vj =� = � ` -t_ - i EMBED- - ---_ - 4y J. I _. 4 f __ - - �^ C� .rn� �1/4" r _ f 4.'7' �. _(.. i Z� �� Mj,lAX. HB\ , _ Yei H-11 MAX. j,r,k, ` , ; \\��ll 1 7 1XUN2X -(40) �� I ' #8X3/4'SMS WOOD i 1 I' ._.. I REINFORCEMENT SCREW; BUCKSTRIP, j(: `-�7i i90i�! , --I 8•,� 7 PERSTt! E, LOCATED AT (C / SEE �. i I C•FNTERLINE AND r, r & NOW 4 ,3 �': iM STFROM ALLED NOS (EAGTfMv DETAR 1 ?H18 9H DAYLIGHT OPENING WIDTH � / 'X' OR 'O- PANELTYPE 1 OF PANEI - _ I-- G3+ 1�' CONFIGURATION SHOWN; ISEE APPLICABLE OP TABLES 2.3 OR 4) nEDL DDAYLIGHT OPENING tDLO) FORMIU),,,A.5 TNtB TASHE" 17H1L a 6TAIL u �+ WIDTH: PANEL WIDTH - 8-Sher ---"""1 4 / .... . �.r...._ • .� HEIGHT. PANEL HEIGHT' -8. IV w, i \._ i; PANEL WIDTH-•-•••••-.•._._-4 TT I --) Jiili DAYLIGHT1 I EASY 4 OPENING I HEIGHT , I DE1Ac Ei ,X. 1- ' S j PANELTYPE I I I I 1 f I SHEET 5 I, ; _�I /(__ I PA1•IEL ( OFTAk HEIGHT OLD \\ I SHEET _ /11 I � d L I1TF7tlOq( BNOwN I F 1 4 O e• MAx_ PANEL (iD MEAD I ,,�� - . � 1 & SILL) �-L� _.....[6. MAX \�.._ (HEAD & SAL) -- -T ! T14r3 DETAI�H2� THIS SANCHOR ATION SHOWN, ..,,,•) (SFF APPLICABLE DP TABLES 2, 3 OR 4) NF OR 1)CONFIGURATIONS, SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. SEETABLE ISHEET 6. 3) DAYLIGHT OPENING tDLD) FORMULAS: WIDTH: PANEL WIDTH -"IV HEIGHT: PANEL HEIGI IT - MIS' IS' ,)III III11 RoLkeCSY ,.................. - rrerlsfar. ��\10-:1...,h1t(C� .,' 1 4�.•.I,- 8NSE '' ` * ' t40. 5370� 10j 7T Rwk *r Dare: lrs"kforr ' 5_101 t �� L1� •`' STPTc OF .T .?- ,' 0 •'•., F'LORtOT, - 0 . FS E : �1'!rr`slONA�- \ r 11 I 1 I 1 1 t \ \ A. LYNN MILLER, P.E. n F8SIl7nR ..........-'-- ANCHOR LOCATIONS {2 TRACKS) J ROSOWSKI -- - --- rw amm: VINYL SGD INSTALLATION GUIDELINES 11/18/10 1070rEc"XILOGYDRIVE' N. P.O.BOXf829V01111CIE, FL � AOlWMIS II'll.MM swb*sk*k 570/2770/2870 Srmlr. NTS 8Msee 2 OF 13 laaa*,y Kr. 1 FLA-SGD570-01 to -1 CERr. OFAUTH.1120M l SHEETI FOR I �'I . LOCKSTILES. i / ASTRAGALS, \, i -9} I EXTERIOR FIXED STILES ) /t_ "I ` AND �j \` )/ �H}ORIZON`TAL ' i slu RISER VARIES WITH REOUIRED y w - ��21 Z POSITIVE DE&GN FRAME • IU I N - SEE NOTES w PRESSURE SEE TABLE A. SHEETS e & 9. HEIGHT, L PANEL i 3 a 6 ��uq v1 ;tg SEE TAN FS I HEIGHT ( BELOW j 2,984 FRAME I II J .-r f i 1 �7, HEIGHT I : , / .., I 2-Irr I + I�r�•j f 'C',J) ? ,78) .. sfw I I _ I i i'I 43 44} I JI RISER 4_7r18- . RISER RISER DETAIL 4 INTO MASONRY I'YP.ANC14ORTYPE, EMB£DME14TAND LDGL WS I ANCL PER SUBSTRATE, SFF TABLE 1, SHEET 6 • EDGE _ , L�_ L 316 ROW DISTANCE \ I PAGING I •• ` •' ," r . i ­ . j . I . r , F8, n« MAX TABLE 1. ANCHQR TYPES: TYP. ANCHOR I YPE. EMSEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 EDGE 'I DISTANCE DETAIL 4 uvro ALUMINLI►4 1/8' M IN.1XX13.15 MFTAI SUBSTRATES TO BE PROPERLY DESIGNED TO TRANSFER LOAD IMPOSED ON THEM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUtISIKAiE, SEE TABLE 1, BRIER 6 18 (:iA S IEEL STUD OR A38 EDGE STRUCTURAL STEEL mum Min. Edge -'I DISTANCE " SUBSTRATE I DETAIL 4 INTO STEEL METAL SUBSTRATE DETAILS SHOWN FOR HEAD (SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL, EXCEPT POCKET JAMB) NOTES t , : ?} I'I 1) DETAILS APPLY TO 2.3 AND 4 TRACK CCNF�URATIONS. �2 - �a •) `,, 2) SEL SUCETS 2-4 FOR ANCHOR LOCATION & SPACING. -l:• ! 3) SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. C9 ,. �] 4) CONTINUOUS ANCHnR PLATE, ITEM #8, IS REQUIRED AT ALL FRAMF ANCHOR LOCATIONS. i �a2+ ' \ j i4Q1 .••� 10i ,. U. 5) PANFt WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON, �r."l-' 11 •'-LZ! O � !I f, , .If 6) ALL REINFORCEMENTS ARF APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO - 1 . (1- TEST REPORTS FOR EXACT DIMENSIONS. $ ". \I Qjl \� C i 1 1111 ! I .iMENSIONS. ��-= f''-I 1•tlllli t ...... \ y , .. . �.... - f! . ., CRWTAS `.. - D'-, NSf• �1 114 . NEED --' ~r (j - 'A .•' \GE •,� MAX. EMBEDMENT .. , C SEE �`—--,Sr49� - ......_.,� - MAX, 1t..r.de1T Data wL1YMIx " , t • • NOTE S. — - ' :_= A8T06 ' .L�_ - \d - MIN. 2.7 KSl SHEET 1 F ........�- ____ ...3 .._.. �-<. - Ntl r _� .«.,.•.__. _ ,__ : tY EDGE CONCRCTC� IX WOOD BUCKS IIRIP EDGE ' u LU DislapYac Amur Dr. � __ -.� SILL PER ANCHOR / L - --" a" , 19_ LLJ : ... DISTANCE \ REQUEaCMENT, OR FRAMING, SEE , DIS-ANt.r ^ �''. t 3 f ; -- V.E—RTI•C•-A-L INSTALLATION DETAILS J ROSOWSKI TYP. ANCHOR TYPE, EMBEDMENT SEE TADLE 1, NOTE 4, SHEET 1 TYP ANCF�R TYPE, EMBEEM4ENI 5 P Ci ; t070 TEC.IINOLOGYDRIYE 1 r+os: µ.. AYr AND EDGE DLS1'ANCE PER ...... �- SHEET B .. At40 EDGE DISTANCE PER �OF• .... FL01�\ •' ��,�� : N. VENICt. FL 31?}'5 SUBSTRATE, SEE TAKEI,SHEE.T6 SUBSTRATE. SEE 1, SHEET �',�F,SStoNA4.\�� P.tzeoxrS�J ;VINYL SGD INSTALLATION GUIDELINES 11/18/10 DETAIL 5 DETAIL 5 :..INTO MASONRY 11JT0 WOOD r r 1 r 1 I I i ! 1 l 1 \ I NOKOMI§, FL 34274 . .%baiAeoet yap„• ehset 00" Ift Repr -' -' "''rPNNAn't'FE rOF umc>rty6 570/2770/2870 NTS 6 OF 13 FLA-SGD570-01 .............. L_......"...- Type -- Submaw Anchor mint Embedment Dlalence A P.T. Southem Pine (SG - -S5) 012 Shell MeW Screw (G5) 113.1w 1-1/r .. . .,_ I.11r. i".. ..._. 1-3/4" - 1 314" 114, Fico Uarecon-- --.. 1/4• Elko Cfele•F1ex S54 Aluminum, 6083-TS min. $12 Shed MWA Screw (GS) *12 !31 ed Mcl.. Sem1Y f6+Si 0.125- 18{X) (0.1)451 ) 112" 1rP- Sler11 SLIM, Car. 33 min. A1b - I Stee _e _he M- 12 Shed etal Screw !cam 1 b1 ego ro 04 � 112' 5 P.1. Southern Pine (SG - .55) *12 Wald Srmw (G5) 1318• W Concrete (min. 2.T kaq -. ...... Concrete {mil. 3.35 kai) Ungraded CMU, Jal s Only (AS (.;.W ( } IM" Elco UffraCen I'vir ",• ._ _._, 114' Ekc trine-1 lax S,a4 ..•_. ....-.__ I-N4" I. 114 Clce UltraCcn 1/4 Eka C21e-Flex SSa 1-1/4' 1' 1.1/0' 1 Y4" D Uoncate (min 71 ka1) 1/4" Elco UIIreCon 1/4" Ek0 Crete -Flex S84 14VIT' *1 1. 2.112' 2-1tr Commile (min. 3.35 ksp I I UrgWed CMU, Jambs Orly (ASTM C-90) 114" Elco Ultral 114" EIcO Crete•F1ex SS4 Z "-1/4' 1-114" 2.1)2" _..._ 2-117' "YST01y�I r �L—r 1r! -,.r.aoiv Ink: CERTIFICATION AUTHORIZATION REPORT a,aaunll Ko. FRh4 B 1-02 3„ Ile 1 I P--­-,q,S­ PZnP1-0^ FMA Keystone Certification Program Certification Authorization Report CAR & Product ID Number: 190 - 263 CAR Issue Date: 12/14/2010 CAR Expiration Date: 11/11/2014 Company Code: 190 This Certification Authorizalion Report (CAR) is issued by Ke;,Stona Cert fica-3ons Inc. (KCI1 after fu I validation r1=Vlew of the orvduct qualificafion documents for the product named beload. This report is only val.d when signed by t^e -I' F s H t; s P �-; r, Id _ nt o K . I and rid cote. _h . .routes manufa^turn-d b the Company named below has been tested and meets p Y P Y :he requiramEats of the referenced standa: c a :d .s elig.bla for the application of FMA Keystone Certification Program certification labels. Licensee stipulates in affixarg cedifcation labe s to products that t)'ose products are representative of the specimen evaluated and downwlted for certification audlorizatlon Only products bearing such a cert,flca;ion label Shall be considered ceitied The nfo-Tiation in this report can be verified at w wv.keystonecerts.com Company Information: Product Information: PGT Industries MOdR : 470/570/2770/2670 Impact PVC SGD WAS 1070 Technology Dr. Operatot Type: SD PO Box 1529 Configl.)ration: H/J/S/Ast/Clip/AII,GS-15/32 HS/Ann Lami I Nokomis FL 34274 MaX A'idth: 203 1`01 ix Height: 96 Referenced Standard: Product Rating: ASTM E1886/E1996-05 Missile Level D, Wind Zone 4, DP +/-60, 203x96 XXXX Qualifying Test Information: Test Report No: Test Reoort Expiration: FTL-6376/6377 I 11/11/2014 Authorized Signature: ,�VW " Marcia Falke. Presiceit 1,I stonec4cseom Keystone Certifications; Inc. 1790 Old Trail Road, Suite D Etters, Pennsylvania 17319 Phone: 717-932-8500 Fax: 717-932-8501 PRODUCT APPROVAL PGT WINDOWS: FL239.2 PGT SLIDING GLASS DOOR: FL8208.2 OVERHEAD DOOR GARAGE DOOR: FL14170.3 PLASTPRO ENTRY DOOR: FL15180.11 CERTAINTEED SHINGLES: FL5444.1 ACM SOFFITS: FL12019.1 POLYGLASS PEEL N STICK: 5259.1 ;XXXX )orHM 55 3M' FRAME O.D. 321/8" MAX'-� -- 49" FIXED WIDTH DLO 52 iia• MAX 4W FIXED WIDTH DLO SEE SHEET 9 6" 4100.11 e, FOR ANCHORAGE - 4" MAX. MAX TYP �' REQUIREMENT$ MAX. TYR 9" MAX. -- 3v1 U4" as W4" FIXED / FD[ED HEIGHT DLO //////111 HEIGHT DLO 75, 79' MAX. MAX. -� o as 10, __ -- 78IA" MAX _ - - FRAME LL W 33 3W _ 33 3J4 /x/ HEIGHT / BASH HEIGHT DLO / H E16HT DLO v — !� x rlxlnUL�i'REYIBLD n compl,•i�p•7YLIYe4TerW" — q N�fd�;ulnnnNie tQ er 4,r4" MAX 4b 314" SASH 11YfD TIt DL 0 45 3/4• SASH WIDTH DLO MAX- IN Pfd&rd TYP. BOX FRAME INTEGRAL FIN MAX. SIZE = 52.125" X 75" MAX. 8RE x 92.125" X 73' .` y ``y Lyt1N Mdu(�,fiii�� NOTE: ;tk':�,;� 1 1. FOR BOX FRAME SECTIbNS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 8 AND 10. 2. FOR INTEGRAL. FIN FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETI I, - LUmwdahc - (A to n 'LU- ec, trrtsroT A PER hr+M!lMDELiTIERDATED fl>yt34A9 rrgrry ' ^Q '' stptfcof _� W707ECHNOL08YORIVE ELEVATICWS �� Qp:•' ad fmaw a AWM10'AUX WMIPAIBI WnDeiWFA A11P1AiyrM t1DKOMIS, FL342YI .n _ �Q�'•. Jl r£cmi — c NOC)MIA7tl8 rrUs£JIEEr P.D.BO)(167a V!n S' Nun IiUI/fdol4', A�fkah 1 Gf `'��7SSlOisl�,� l wnM no? - HOKOFAi. PL 342YA yaii* 0 „ '"`""'"" °'�'. ^� A. LI'�tN OIL A, P.f;. AG Da7T7A1d — ---- ar,= NTS 2 d 11 51F1•J C FLP.E.0587otl • - R ♦,r►1��wowll�lvo©rI„rl�rl>,rl�rl,rl� rl�lalrl�wa© ��®ODaQ0�10110���0� IIv�� • ®��0 Q©0��1141;0�� © �� IF ®►,��I©�7�7©©©©©©©©©��� Ik�l101©0 Example: 52.125 x 75 For 111 Window s 3 ,♦ Anchors required in the hand 3 4 Anchors required belmv the WM Anchors required above the MTR PxarrTple. 92.125 x 82.500 For View VWdow a 3 Head" R 3 4 Sash* Fixed •" NOTE FOR VIEWWNDOWSUSE VIENVFIXED WINDOWHEIGHTFOR ANCHOR QUANTITY INHEADANO ABOVE THE MM. AND I)SE 11­116 V IEW SASH WINDOW HEIGHT FOR ANCHOR QL A NTTTY BELOW THE MTR KftXIMUM HEIGHT FOR VIFW WINDOW IS 62 7l211. NOTE; FOR VIEWrWINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. 0 191i1JDa M W14W-D4OELFrrER a4rto I" VV ,Ar falvrlrr c 11orr1'AryrGertussll 14OWNOLOGY LM'f$ E NOKOMIa. FL �75 PA. Box 1420 NOKOWVf FL9427a .... vkal7 &,ra r 010 SCRON) ifs" RAIN. ' -- Zc WOOD 811CK NOT£ 9) OPTIONAL '"' FLAVOE SCRL%Y Y" N V=O BU C K (SEE NM 3) 318 " MIN. 114" MAX. _.. SHIM OPT QVA4 FLANGE --' JAMB WJ BOX FRAME HEAD W113OX FRAME THROUGH FRAME INFO 2x WOOD THROUGH FRAME INTO 2x WOOD I" WOODBUCK (SEE NbTEB) 3.6 KSI MIN. CONMETY : ".: ." •.� 1 14" MAx, SHIM I+^ OR 19 htSi MIN. CMU - --- _ - f.„ oPrahruu. FLANGE ANCHORAGE NOTES FOR BOX FRAME: 1. ANCHOR TYPES: 1-;line" ULTRAWNS 2-919$CREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DILAENSiONS. HEAD- WMAX, FROM TOP CORNERS JAMBS - 9" MAX FROM TOP CORNERS" ("NOT TO EXCEEE 114 OF TOTAL WINDOW HE IGHT) 6" MAX. FROM BOTTOM CORNERS 4" MIN. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR OUANTITIES USING THE DMENSIMAL CRRERIA OF NOTE 2. 4, ANCHORAGE SHOWN FOR BOX FRAME MATH OR WITHOUT OPTIONAL FLANGE. 5. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE. SEE SHEET 11. 111 WINDOW 621W VIEW WINDOW �— 52118' .eH — FIXED AH SASH ANCHORAGE SPACING rft MW fnge Hung Windyow, LaTe Iw/saris sfifeo NTS 9 .11 6191-1 Cr L-,3118" ULTRRCGW � I---i 1 j1=I f 1x w(m bugle 3116" iJOPACON 1 J (SEE "rc 3y OPTIONAL FlANOF. ,IAMB W18_OX FRAME HEAD WJ BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRIE:TE 1x BUCK OPTIONAL ix BUCK OPTIONAL NOTES: 1. FOR CONCRETE AVPOCATIONS IN AMAMI-DADE COLINTI', USt- ONLY M1AN1i-DADS COUNTY A PPROVR) VI(r ULTRACON. EMBEMB'I 3X- MIN, DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1" MINIVIUM. 7. FOR Vy,00D AFPLfCAT10N$ IN AM AMI-DADE COUNTY, VS€ 010 STEEL SCREW, EMBEDLD 1 31W MIN.. 3. SNOOD BUCKS DEPICTED IN T►IC SECTIONS ON TIWS PAGE AS 1x JkRC BUCKS WHOSE TOTAL THICKNESS iS LESS THAN 1 112". IY WOOD BUCKS ARE OPTIOWL IF ONPT CAN BF INSTALLER DIRECTLY TO SOLID CONCRETE. W00D BUCKS D1 P1CTED AS 2x Alta" I V2" THCK OR GRFATER. iHSTAI LATION TD THE SUBSTRATE OF WOOD 9UCit9 To 54 ENIWKELRED BY OTHLka Ott AS APPROVtib LAY AUTHORITY HAMNO.IUFUSbItl ION, 4, FOR AT I ACHMENT TO ALUMINUIIA, T}R MATERIAL SHALL BE A MINIMUM STRENGTH OF OM -TO AND A MINIMUM OF 116" THICK• ThF ALOMINW SV144MURAL► EMBER SHAH BE Of: A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMXAR TU THAT SkUWINa IN THESE DETAILS F OR 2x WOOD BUCKS. THE ANCHOR SI IALL BE A 910 SHEET METAL SCREW WITH FULL ENGAGE MFN-f INTO THE ALUMINUM. IF THL:SE CRITERIA ARE k1ET, THE WSPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTAAGONG MAY BE USED, D.G. t i r�lvae nerr �cw�x>aanr=c� ries DATED, ras rml r tF4018CfIWtht.00Y DIaVE ANCHORAGEGE DETAiLS - SOX FR4ME• . — fxG !7/1M a 111119 NGE r"M 6HEI: i )a$2 =. FL Hirt •'" dl wrorrrl 9 c NO G1AM6E 7i05 sh1 t7 P a apx lF2a --- Wn H Window, La a 1'i�Q 6010 It ,. ,, , PW '� jNOMMIB, FL *274 111%a y Ratter - aft"" MT5 0 + 11 ` 31914 _ U.0. peu+t o _ 4 `R0I )UL.T REVISED ii cam0yk3j{,vfdl0s Florida Dtidding node nc�p aRM 1V01 Is< 'feNvnz 4- a host MI•m Re TwrL,K �. * •!!.. NO.55705 A. K- STAr(OF/941 A. LYW'Ii1IaW P.E. FL P.E.i 58705 ��yypt)l3Cr Hr+Vl1:g1). c,r w�iyrr4�N+11n tfb Tlorld„ poldj%Code u M �«� rm • Q l4 rrr ,t IAiAri uk MO CL ..h1Na[II tywr Teti �y<s6N,$',(- _-,¢ r• NaT).te c" 4/ SSiONAI- �%`o A. LVRN laktl!e& p.E. Ft P.E.0 68705 1 W MAX. SHIM—I [- 2x WOOD BUCK (SEE NOTE 2) 118' DIA, x 1 1/2' NAAaL. S• MAN �] CORNa3t 8 It 1, L E I OPTIONAL FLANA 118" DIA. x 1 iM NAL, 2114- hAAX. FRSMt CORNER & 41WO.C.. OPTIONAL FLANGE -J JAMB W1 NAiL FIN THRU NAIL FIN INTO WOOD FRAMING 2x WOOD BUCK NOTE 2) OPTIONAL FLANGE ' 7'xr HIM 1/a" DNA. x 1 112• NAPL,� - a` MAx PROM CORNER & 41/0' O.C.. 71I WOOD BUCK IEEE MOTE 2) HEAD W/ NAIL FIN SILL WJ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING NOTES: 1. FOR INTWRAL FIN APPLICATIONS IN MA N-DADE COUNTY, USE tl$" DIA. K 1 112" NAIL. 2. WOOD 13UCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I I/r, tx {MOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 7..x ARE 1 IQ' THICK OR OREATEfL INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED by AUTHORITY HAVM JURISDICTION. 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL HE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD i3UCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAYBE ;USED. AdL 1 1:/3M I A I FBRNM6,OMfX Lff7n e1DA7rn #MOM I IRR"folk g n0000l AfJf-J4n)7Ar2F nrTAm C- Wm TeCtNfOLOOY ORINU NOKWA Plasm P,o. •4K 1549 NolwM►a, a aarr4 V%ib& &Mr ! i9HiD0 I NTS I -11 -111 MIAMi�OAD MIAMl-DADS COUNTY PRODUCT CONTROL SECTION 1)RPARTKFWr OF PI RM11"11NC, ENVIRONMENT, AND RBGVLATORY I2805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175�2474 BOARit AND CODE ADM1NTSfRATION DIVISION T ('786) 315-2590 F (7R6) 315.2S99 NOTICE OF ACCEPTANCE (NOA) ,r<wn.gaigfuidedL.aor/earN PCT Ind Latt,>ca 1070 Technology Drive North Venice, FI, 34275 seop is This NOA is being issued under the applicable rules and regLilations governing the use of construction materials. Ttte documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other at'eas 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 AH1 (in areas other than Miami Dade County) reserve the right to have Oils product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIR) may immediately revoke, 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 Control Section that this product or material fails to meet the coquirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Duilding Code, including the High Velocity Hun'ieane Zone. DESCRIPTION: Series "8H-S00 Vinyl" White PVC Single Hung Window-L,.M.1. APPROVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile impact', sheets 1 through I 1 of 11, dated 08/07/08 with revision C dated 10107/11, prepared by manufacturor, 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, MTSSILE IMPACT RATING: Large and Sinall Missile Impact Resistant LABELING: Each unit shall bear a pennanent label with the manufacturers name or logo, city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise rioted herein. RENEWAT, 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 afl-ecting 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 he cause for termination anti removal of NOA. ADVi:RTISEMENT: 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. INSPECIZON: A copy of this entire NOA shall be provided to ilia user by die manufacturer or its distributors and shall be available for inspection at the job site at the request of the Builduig Official. '11tin NOA revives NOA 4 08-0820.14 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Peres., P.E. NOA No, 11-1013.19 ~ Expiradon Date: January M, 2014 Approval Date: December 06, 2011 rage 1 •eonuc•r aevcsm rh�,whA 1IM Fbri9a iiWINI1B Otldc .. ,...d .. __`tiylthi:flllrff LYNN f,/r OVO fitiIf ST x4omo?N. A. LYNU 641Ll A', P.E. FL P.E.# 56705 5 4 3 2 1 1 C1 Z NOTES �- r "w m,r.rmnr ooc xw.e.� r1 _ _ •.0 mFwa �:v,.,, H:i•: + 010 T. XxX REVISIONS 2 ,• aa,s '`sl'N %wan O:/£Z/It ONO c s 1310M st/I s •Ofn , RE+.Lt,t FtR l'...,.._r, £�Q. 117-V 0L NOIMYS ,W'� 'FAT" TRACK TYPE SHOWN BELOW I 3ElfI UNrf CO- s xx' fOp' /900'+ OEM" 113A0 /sz/ol 3JC-17 A. eA r Cr I m IK 13 -•fR +. mmo n,amn !0 LNn t' T X' f00'-/900 h DOS' 01 ISL' - 3 .,A RC1_I F.R SI I A, ATTACHED TO SO% 4 fI aCv �eN -E" 3(11M XVh ,6 '6$M r aul Ol/SL/Ol >30l/Yl 'O sa s :sN3NnIw L)�+ Ifr rpON, 1. RESISTANT kLA7IN . GLA2mM OPTION- IN IMPACT 13 GA HORI7. ANGLE "'- RRACKCT WITH b/16-18 ROIT k NUT 1M09L '01. S3163S 'n•vl ftl '�� "$ "�N '"t RESISTANT NIERNC• 5`fE '4 MAY DC INSTALLED IN CENTER SLOT AND t 4-2Ux9 16" - �a...I" o •erP, t""'" O.""°""'t" H51N13 -0p14 A~-M-XrnmAna IN TOIL OR IN tEHMEUTA IL SEC t10N (WITH OR / / - 'NOILYNOMOO B000 (M3FW3n0 JO 1R3SN03 N3111F➢A OUI33dS M 1nOH11M 3SOMI d A V 801 if 3SD 01 NOUybiQHInV 80 3SN33n V SV 31"B ,10 01 031W31f4 SI IJOt WITHOUT DEGCRATIVE INSERTS). GLAZING SHALL 'RACK (JOLT 8c t/4-2tl HEX NUT " ---� - JO JB1350'•0510 ON 'NOLLYd0dNO3 a0IX1 tN9FIHi40 30 JN3SNOO 1gL1IMM flOWd 3Hl 1TKMilYA 3NOANv Ql 0350TOSB) tlU M3HFNN ANY N O31d0O dB 1pN A141 '1mYd BE 1/4' POLYCARBONATE. MAXIMUM GLAZING 13 GA FLAG ANGLE ?HROU:.M•I ANY TWO ALIGNING HOIES— V_ i K - ONII&M Sutl-S31NVJINOO 031NUN $It OW NO11VW4?J O: WOO Oy3.- JO AU113J031d Aflwki0Nd Q,Y 1Y011WOUNDO All 3LW Nt3$3H (3NTF'1N0O NOo"W DIMENSIONS SHALL BE '241" x 18.53" CJTOUT, 'J CA CCMMERCIAL 'A' FRAME -� w. 'SlIY13O NOiLX81SNOO 4tl01 QMIA JO NOLLY iak FASTLNCJ WILT 05 X I' SMS• 3X ALONG THE TO CA MIN HORIZ -. ,w TOP BRACKET ATTACHED WITH . V 90. CA CENTER STILE 00�'TR : f� DETAIL 4 ON S31LL1 L ON ASSEMBLY CAL.DETSE. ' (t)) 1/4 CRIMPRTE S(:kE'pAS.....-.- -- .. - I (� dDj ^1ND 030N021d 1V3S $,a33NroN3 IYNIxSS?iOHd L' HORIZONTAL AND 2X ALONG THE VERTICAL. SEE TRACK f -•� (f) r - az//8" SELF L/ L6690L 3d Xl ' 5/tsxl-5/d" / 3 \— _ _ £t9�C 3d l3 t NON -IMPACT ItEISTANT GLAZING OPTION - ,. Ilj ? ( s !, - _ 490SL Xi 3111ASIM31 CREWED TO�ETHFR 'A'lll A MINIMUM LU IRAMES �' `CROW (MIN 4 1 - IN AS SHOWN) — _ ocz ns zt tM 31v1S osz ,rBxU' SCREWS .N' MINIMUM S,9AL E21NN TIN' , R OF ('0) 1 _ - `' ADG ;2) 1/4-14z�/8° 1 - - ;� I 311Jd ' XOIMVS�'V AbVINs (4)'/4-2Ox9/16' _ARGE . !h IL4MEUIP It SE:, LION (KITH CYi WITHOUT HEAD BOLTS OR I SELF ORIWNG CRIMPTTE ;CREWS + i li �•i DECORATIVt INSERTS) MEETS JNIFCRM STATIC 1/4-20 STUDS WTH (NSiDE OT EACH END HINGE)—, i6 GA END 511,.E WIND PRESSURES SHOWN ON THIS DRAWING. 1/4:-20 HFX NUTS GLA 1NG SHALL HAVE A MAXIMUM hImH'r Of' '! -+' "„ IO o'? AND A MAXIMUM LENGIH OF 16.94" 15 GA MIN VE31 4 _ NYLON WINDLOAO RCHLER - _ . --' GlA71NG IS NOT IMPACT RESISTANT AND OC)ES 'PACK NTH 4119" STEM _- `��� _--,•1i t _ - _ NOl MEtI THE REOGIREMENTS FOR WIND -HORNS DEBRIS REGION '. IJG 1- AND 1/I-" L-FX I 4 2OX9 'U IKACK J. ANY. OR WDOI) X)OR StOO NAILti1) A NUT AT EACH 6-J'a MAXIMUM. OF 6' O C MAST OVERLAP TOP AND JAMR RRA( KET LUGAIIUAI BOTH ENDS OF PANE-S MINIMUM 1111;" TO MEETTNNGE AT?ACHED NTH 14 GA WIDE BODY END NECALLE I'RE`51;I)RFti < - _ �=' •--"� 5/16x1 5/8" LAG 4 KEY' LOCK 51,10E 107K, OR OPERATOR SCREW AT EACH !)'* (4) 1/4-14x5/8• SELF �/� a,1 t REQUIRED. JAMB BRACKET TAPPING SCREWS ---- 0 �� s--�� 5. IOUVER OPTION - 040" MINIMUM LOUVERS IN C M -DED, ("NAMES SC:h'LMt.) IOULIHER WITH A _ / y� T�.�---"�~'"• C - : r MINIMUM OF (10) #8.1' CRFW5 INSTALLED IN I -�1i 4 - - _ RESISES BOTTOM SECTION OI'V t ARE NDl IMVACI e� B pA NARROW OOUY TANT A'al) DO IM I -U0 T, IS GA STIFFRRAC NFD , ._ .. • " - �� r �- LGJ!HEMLN IS h0`! WNU-{ill:+NE. 'JF WRI'' JAMB HRA KETr �Ir O�_ " t EGIONS. r ' IN TERMFMATE HINGE aEE S(�ELDVLE FUR _ ( 6. SECTION STCFL TO HAVE A MINIMUM 26 GA OUANITY, LOCAIION, AT'IALHED WITH (4) _ ! AND TYPE /!. 1/4-1405/8 SELF -�_� - - THICKNE55. 4 TAPPING SCREWS --- KEY LOCK OR SLIDE 7 THE DESIGN OF THE :,UPPUit TING STRUCTURAL- EIFMFNTS SHALL BE THE RESPONSIBILITY OF T4 LOCK ONE END (NOT RFOUI- RTH '' -4 TOM BRACKET PROFESSIONAL PROFESSIONAL OF HECORU FOR THE BUILDING OR PAOPERATOR .. FO BRACKE W.._.�"' ` GA BOTTOM SIRVGIURE AND IN ACCORDANCE WITH CURRENT ATTACHED WITH (2). �--�"- POILDING COOLS FON IHE LOADS LISTED ON TF11S NOTE 4). SLIDE LOCK I % 1/4- 14x7/8- SELF DRILLING f7HAWING. SHSHOWN FOR I CRIMPTITE SCREWS AND (1) - - • _�, - ` .�. : i E 1/4 14x'S/8° SELF DRILLING 8 UUOR JAMB TO BE MINIMUM 2k6: STRLCTURAL _ --( TAMPER RESISTANT SCREW-'------4 GRAUE ;_UMBER. 4V.FFR TO JAMB CONNECTIO?I1. _ - ill'P MENT FLXI ATTACHMENT TO SUPPJN 13NG 41Qt1:.. (4) SECTION S01 h) h _¢ - - - _ l '• "TATIL P:?L•,:illtZh RATiNG5 1PPNOV'-C1 'SIZE STRUCTURE DOOR SHOWN SEE .,HEST �_- 4Y -.--" : - u 1 _ _ - -'-- - _. .. ..... _ 2 FOR U-BAR I W.ATION5 -�.—z ,ram .�� i ! _ _ . _ ! a '/ _.DIE'F KE MAX tirJ (F : y'._ 9. FOR LOW HEAD ROOM UFT CONDITIONS, TOP ON DOORS. WITH OTHER - - - _ -~ �..- --• . - - �--� it.5'J c. BRACKET SHALL BF' A 13 CA 1HR 7/4 TOP SECTION QUANTITIES ANO - - - ""� r - �- - MAX I E1C>FiT- 14 - HHACKFT WITH A MINIMJM 0° (J) 1/4-14x7/8" FEE NOTES 1 RNLI 2 THIS _ _ �•=""`- IUUAL% / Y�-1r RATE[)._ 'YLS MAX sEcTION JILI61 ! 21' : SFIF DRILLING CRIMPTIT= SCREWS IN ;:EU OF THE SHEET FOR GLAZING BRACKET SHOWN LIN IFIS WhAWNG. U-BAR ON OF, 3 .10N.i. ---- U t TDP SF': IION SHAD . dE INSIALLFU ON TO- OF ... J IHR CUP URACKF IS. 10. IN LIEU OF THE SHORT PANEL EMBOSSMENI SHOWN, LONC PANNEI FMH055MENT, V12 PANNEL EMBOSSEMFNT OR NO EMBOSSMENT MAY BE U SFD, JAMB BRACKET SCHEDULE DOOR NO. DF O, OF JAMB BRACKETS LOCATION OF CLNILRLINE OF JAMB BRACKEt5 MEASURED FROM BOTTOM HEIGHT SECTIONS (EACH JAMD) OF TRACK (ALL DIMCNSI-FS t 2"1, 5._,.6.. 4 FAT-7 2 ,JB-US. TO JU-V5 , 21-3/ 4 (Ai -US). 29-3 4 ',JB-U , 39- (,L-us). 4 JB-U , P-1 4 50-55 NCI?-6 S STO 22S 35 3 4 54-3 4 f;:/ FAT-7 ?" r.JB-JS 1O- �JB-US 71::5 J3-US 1 29-3 4' ,n-US 42" 48-US 52-1 2" (JU-US 63-1/ 4 JR-JS NGR-6 .AT 5""STD 22 QSTO-, 35 "_SS_DT4 S'. 7:3 FAT-8 _T' t 36' 2' JB--U , 10 U " JD-- , S . . J US -- -i 4._-_-,.1 . _5._..... - NGR-7 U. LIS. JS»--.1/42"" -- S 'S -.-. iB U-73f1 JQ), ..._0R•0„• ..._._. _d._ ... NGR-7 TDJD, ,Z[JJ2,41r58 .)�'_SBf-U 771 .Th J ~ ..T 54-1 4 $TDfiJ$l(5 _.8.T 8' .3 .4 .JbJ, _- ..__ .. ---_2 B2E.LOW 1v 1 1:. (.NM AND N,;R) FGLLUWNG DIMENSION DENOIES SLOTTED JAMB RRACKEI A31ACHED TO TRACK 01111 1/4-20x9/16" TRACK BOLT AND NUT AS SHOWN ABDVE, MARK A, SAWICKI, PE ALL. DOORS GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE -SUPPLEMENT TRACK CHART FOR DETAILS, : 2501 S. STATE :HWY 121, SUITE 200 LEWISVILLE, TX 75067 FL PE 72913` SERIES 170-177) 180-187 PROFESSX,1NArL ENGITxPE NEER'S'SEALzSI O SEAL PROVIDED ONLY fON ~ SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE DOOR WGTH DOOR FEICHT UNIFORM LOAD EACH JAMB (PLF) +184.0/-2080 _... 9,-0" ALL +207.0/-234.0 VERIMATIGN OF MNND LOAD CONSTRUCTION DETAILS. THE DRAWNOS AND ALL OTHER INFORMATION CONTAINED HEREIN ARE THE CONFIDENTIAL AND PRORMETARY' PROPERry OF.GVBHEAO. MOOR CORPORATION AND ITS ArFILMT.EO. COMPANE'S. TIIIS DRAWING - AND INFORMATION, IN WHOLE OR IN PART: -MAY NOT BE COPIED Mt ANY N718JER OR ppS5��LOSEO TTpp A�NYONE WMOJT THE FRIDR WRI11'EN CONSENT: OF pt�RFW DOOR-L'ORPORRTIDN. NO OISG_tKUR F : ANY Or Tw ORAWNG OR INFORMATION is k1FENDM M OPERATE AS A LICENSE:OR�.AUTFIOMZAtroN TO USE IT rOR AN'i:PDRPCSE Wm (1T INC 9REtXi1C WRI77EN CONSDo OF OVERHW DOOR GdiiPORAiION. -- ........ _... ----- ....... Nj. NWgA,'-- .X 1: .3. NISH n ,.. , ,I„•",t - ....... - - Na AMF._.._.. —TRIES ........... DER .251 "tlm; YA+O�m r .Da Fi)NITA 3+' i 0. TAILOR To/Th/30 SERIES 170. 18OWL NuuBFRs: T. WS9. 9' VAX WIDF - . (M T.5 0 +.D !008/-.0103 ,wva,w „I OF o.,..m ,m � ev,c+oexnr.Fa t1YtR .5(10 t.oup/ .W3 :MEASURE. M. SAWIGI(I. 10/25/10' s .XXX ' t.010 NONE : .,.t us-- c F'A;: r REF DWC USED ON ! iJts ANIXES: t _5' - F. TJONG 11/23/,0 trA,[,. N.T-e,_ ras+ i r 7'- tlwmanaw Nx,m:•atG F, 7 - F �- 5 4 3 2 i7 E ----dAl rNOLLY00} 31LLS lTY 1Y swDi'Js madWtao DNr tbu H11M suvEI-n HOvllY 9 J 31YNOELIVOA10d .,4/ NMOHS SV I331VOO1 SITYB-n ISN OS YO Oz .X (S) H11M SH000 N0003S (1')' NMUHS SY 031YO01 SITY6- n ISN Oe YO Oz "C (Z) H11M SHOOO NOI1339 W NMOHS SV 031YODl sl3we-n ISX Do " oz ,s (0) H1IM S14000 NOLL73S (9) NAIOHS SV 031W301 sate-n Ism CQ Y.-) or. a (6) HIVA sd000 Nott03s W WOHS SY U31Y3U1 SITYB-11 ISX OB VO 07. ,S: (00 H1YA SdOW NOIlO3S (B) V 9 1 M3uos-M13NL33H! 31YYHJ 601b31R. L 31NYaJ I fl 11a31X3 *t�t>tfstsir�r SA A SA .. � .VC; 0.The Genu i ne.The Original. w�` 3?"•. `jGEN� tip' �•� "� � • LC se. � �• 3 161 2673„� �'r/ ! r Z : � r t�jir-e` 4•'' ~`'-- a Overhead Door Corporations///A•7, / •' ,� C ' l 2501 S. Sate Hwy r21: Saute 200 � /♦rn,.. ♦'• .TTA'I%E OF t.� i vsvilb,TX-5,367 P . ',.rt tMt jo0 .• �` p,:• `c(`o Ph ne 4G9 549 P00 r STATE Or- l'C/'.' : , ) . N -4 F, 4h ,447291 �;© p� .:`Nat` .lamb Attachment �SS� U � ���� 201 and TAS 203 for large missile impact and cyclic resistance by Certified Testing Laboratories, 7252 www.nve.haaddoor.com •sue ��,� ••.,+D R 1 e• ,� Method of securing the door to the mounting surface is detailed in th�8yq�rilllt�"tib�► Supplement, P/N Narcoossec Rd. Orlando, Fl 32822. November 131112012 f"14 YONAL C 'vO 411241. 3. Test reports 85548.02-801-18, 85948,04-801-18, and 85948,06-801-18 tested in accordance with ASTM 2. SCOPE OF EVALUATION E1886, ASTM E 19% and ASTM E330 by ATI. Structural Transverse Wind Loads and Lar ea Missile Impact and C Cyclic Wind Pressure Resistance, Since eve 6. INSTALLATION 4. Installation instructions and gy every supplemental data sheets prepared by Overhead Door Corporation. door size cannot be tasted, engineering analysis using a comparative analysis, as permitted per the Florida All drawings listed in this report are to be installed in accordance with the most recent manufacturer's published 9. CODE REFERENCES Product approval gN-3, were used to analyze the doors and make the wind load designs• installation instructions/drawings and this report. Florida Building Code 2010 Edition and/or Standards Subject: Evaluation Report for Models 170-177, 180-187 The most recent manufacturer's installation instructions/drawings shall be strictly adhered to and a copy of these Section 1609 Wind Loads 3, USES instructions/drawings shall be available at all times on the job site during installation. Section 1715,53 TAS 202 The series number garage doors listed in Table 1 are used for residential and commercial applications with For information about the mounting of the door to the building structure surface, please reference drawing Section 1715,5.3, t ANSi/DASMA 108 To Whom It May Concern. specified allowable design pressures. 411060. ANSI/DASMA 115 TAS 201,203 SUBMITTED BY: 4. DESCRIPTION 7. ALLOWABLE TRANSVERSE WIND LOADS C r r ' general Design wind load pressures for garage doors shall be determined in accordance with section 1609 of the 2010 10. REPORT SUMMARY Overhead Door e o o at,on P Florida Building n r Code and shall notexceed the allowabl n r 'n I i The ri m r # a transverse se wind loads shown n h following se es nu be ara a doors fisted i T e are st etables: n Table sectional overhead a r r constructed fn review i d t ea garage doors and are co st acted 9a e o the data submitted Overhead D 9 a d b Ove cad Door Corporation,it m 9 g agUps opinion that h model described Y t o the s as desc bed 2501 S. State Hwy 121, Suite 200 galvanized steel sections with a two coat y p Lewisville, TX 75067 g polyester finish The doors are two-inch thick, raised. panel or flush, in this report Conform with or are a suitable alternative to the code standards and sections in the Florida Building with tongue and groove sections. See table 2 for door designs and corresponding panel thicknesses. The Table 2: Models 1701180 Allowable Transverse Wind Loads and Impact Rating Code 2010 edition listed in section 9 of this report. panels are 24 and 25 gage ASTM A653-00 galvanized FS Type 8 steel, and finished with an ASTM A525 made For Series Number Shown in Table 1 1. PRODUCT NAME up of G-30 coating, covered with two coats of polyester paint. Each section is reinforced with 16 or 20 gage end 11. LIMITATIONS Reference Table 1 for product names stiles and 20 gage steel center stiles. A of • h' " Section Type. Exterior Steel Thickness Panel Design Series Number Short Panel 170 - Long Panel - 171 25 Ga , — V 12 172 V5 175 Pan Short Panel 173 Long Panel 174 1 24 Ga _ _ V5 176 V12 177 - Short Panel, 1-5/8" Insul 180 Insulated ! i 25 Ga Long Panel, 1-5/8" Insul 181 t,-- V12, 1-5/8" Insul 182 185 V5, 1-5/8"lnsul - -.._ .......... hortPanel, "ln I S1 5 8 Insul 183 24 Ga Long Panel, 1-5/8" Insul 184 V5, 1-5/8" insul 186 V12,1-5/8" Insul _ 187 ny r erenee In t Is report to the manufacturers most recent information is a direct reference to tho most recent information submitted by Overhead Door Corporation to the Florida Building Commission as part of their Florida Product Approval application for the drawings listed in Table 2 of this report. This evaluation report and the most recent installation instructions, when required by the building official, shall be submitted at the time of permit application. The design of the supporting structural elements shall be the responsibility of the design professional for the building structure and in accordance with current building codes for the loads listed in Table 2 of this report. The doors shall not be located in areas where the transverse wind loads exceed the allowable loads shown in Table 2 of this report. The garage door assemblies listed In Table 2 of this report are not approved for use in tho "High Velocity Hurricane Zone" as defined in the Florida Building Code. 12. IDENTIFICATION Each Model series covered by this report shall be labeled with the manufacturer's name and/or trademark for field identification. Please feel free to contact me if you need any additional information, A��f'I p '. STATE D l : 46 h spanning U-bars. Each U-bar is made of either 18-gage or 20-gage ASTM A653-00 steel with a minimum yield Note 1: The option code assemblies indicated in Table 1 have optional glazing that has been tested for impact Sincerely, IY 26 ,B O • A% *(/ � F resistance, and therefore may be used with optional glazing in the wind bome debris region. a fi"•. p. �o strength o• 80 ksi and are finished with an ASTM A525 minimum G-40 galvanized coating. The gage and r 4.�> R t 0.. ,moo o�` quantity of U-bar braces varies depending on the amount of windload resistance required and the height of the / < ©NA r+�w � ATA 11. Test Report NumberTIATING sETC-06-976-18504.0 and ETC-06-976-18504.1 in accordance with ANSI/DASMA 108" r'��� �T rG ♦ door. :. STATE OP N lli In addition to three-inch horizontal spanning U-bars, some of the assemblies listed in Tables 2 of this report are 2002 far transverse wind Toad and ANSI/DASMA 115 2005 for large missile impact resistance b ETC©•'•'t' Q' .. braced with vertical aluminum posts made up of 0.#25-inch thidr 6063 T6 aluminum alloy. The post is a Laboratories, 297 Buell Road, Rochester, N.Y. g p y Mark A. Sawicki r���; • { O R L p•' aN�`` outside diameter isst s11.47 assembly, x 3.72" ksng. ReferenceThe outer member drawingdrawing 41106.11 for additional Information�on the e inner mar 2. Test Reports CTLA 1672W, CTLA 1672W-1, CTLA1672W-3, CTLA1734W, CTLA 1734W-1, and CTLA FL PE 72613 ��S'...... Installation of. the post assembly 1734W-2 tested in accordance with Miami -Dade County Protocol TAS-202 for transverse wind load and TAS- , w ... ... . .i :.. . ... .. .. ..n -.... x, �. .. .: ... .".ten ,.. ... ✓` .. a <.. .. ... '. 1 ,> r ., .. .:....,. .N .. Y.. 0 . ,.. s... T41I fl flgBR , „ TQ T017Cf! Overhead t)oor. C aratrFyn .asMh, mf sanwa,H e' rants r _ .., .., ,.< . :�, „ v _iDo A � , , r , a Ove OOr.> ;. oItG11 c�T 11.. _ . ci erhee �� f ,fl�ttni7 �tE'1 ... ..sr ,...,� x t� Cry �iratloil,Jb5u6s1Fii A+E: nWrahllsl cf�mll ^� � �r e .. .. _ .. , >a�. INOI�,Pf �w . _ . r ... c� tau+ : .. _ .. 1�► ar: Su s. ,... 9 Ro -_. n.. ,y, 4s ,. Q ,�j.[ A vT !^!r wn'w.,�'.,�C ... .a T. '{14 , h , Door Tracks All door assemblies listed in this report have both vertical and horizontal tracks ranging from a minimum 16 gage to minimum 15 gage, 33 ksl steel and finished with an ASTM A525 G-40 galvanized coating. The vertical tracks are attached to the supporting structure with jamb brackets as specified on the most recent manufacturer's installation instructions/drawings. GlowSections ons The drawings listed in Table 2 of this report with glazed openings that meet the requirements for impact resistance have glazing that is made of '/,I" polycarbonate constructed per drawing 410776 or an equivalent product approved for use in Florida, and can be installed in the top or intermediate sections of the garage door. These assemblies are available for use with the glazing option in wind-borne debris regions and are indicated so In Table 2-The maximum glazing dimensions shall be 18.56" x 1226." et�ttNna� The drawings that are not indicated for use in wind-borne debris regions with the glazing option are available ,`�1`' A S '!o with a minimum of 0.090-inch thick standard SSB glass windows that are installed in frames and inserted in the + •, • .;� top or intermediate section of the door. The glazing is not impact resistant and does not meet the requirements �P•-' G E 11 g �,. ` �, for windborne debris regions. Refer to the most recent manufacturer's installation instruetions/drawings for glass ` size limitations. w" Wind Load Bra ina A- All drawings listed in Table 2 of this report are braced on the inside of the doors with three inch horizontal Windload Specification Option Code Maximum Size Positive Design PSF Negative Design PSF Reinforcement Glazing Available: Yes/No Boor Impact Resistant Yes/No Width Height 411039 9'-0" 14'-0" 15.90 18.20 3", 20 gage U-bars Yes No 411040 9'-0. 14'-0" 22.90 26.30 3", 20 gage U-bars Yes No 411041 9'-0" 14'-0" 26.90 30.80 3", 20 gage U-bars Yes No 411042 9'-0" 14'-0" 35.70 41.00 3", 20 gage U-bars Yes No 4110431'I 9'-0" 14'4' 46.00 52.00 3", 20 gage U-bars Yes Yes 411044 16' 0" 14'-0' 12.40 13.80 3", 20 gage U-bars Yes No 411045 16%0" ! 14'-0" 15.30 17.00 3", 20 gage U-bars Yes No 411046 16'-0" 14'-0" 23.00 25.00 3", 20 gage U-bars Yes No 4110471 4110481'I 16'-0" 14'-0' 30.00 33.50 3", 18 gage U-bars 3", 18 ga a U-bars Yes Yes Yes Yes 16'-0" 14'-0" 34.40 38.30 4110491 16'-0" 14'-0' 46.00 52.00 3", 18 gage U-bars Yes Yes 411050 18'-0" 14'-0" 12.40 13.80 3", 20 gage U-bars Yes No 411051 18'-0" 14'-0" 18.50 20.70 3", 18 gage U-bars Yes No 411052 18'-0" 14'-0- 34.40 38.30 3", 18 age U-bars Yes Yes 4110531 18'-0" 8'-0" 34.40 38.30 3', 20 age U-bars + (1) Aluminium Post Yes Yes 411054(') 18'-0° 8'-0" 46.00 52.00 3", 20 gage U-bars + (1) Aluminium Post Yes Yes . . .................. . . .......... . . ........ + Cl Smooth Wood Grain White Wood Grain Rustic, / Mahogany Series N Fiberglass Door INSWING / OUTSWING 'IMPACr' 1 -JCPAL .... . ..... 16 mxikjc1 2. piot:Ew `tct new livnd, own; csf�a;�m on detais. A�tUx.:r °o bv-,; motelJ >n:A ba bc",'orld slv: co, 3, 1,.- -1 Sv L9 i---s I "t0VH' hi� 1 \.iu+:,I wii I I .+t:QT;"x I I .'2s .-A' I 1': Fkx TOO C')de and do-"" no� or-, imqpmi in outn'de `try t-Ar'A 'utAr lhi sew:lir. n I I '-- '>i 3e:c- o Mc F!"A rfk w, rm Nis prrAk:,., t m->c*. le,�el IT' ,:•Iid 1110&:dewino iri3 efirv.'':l }).A''hi Elr�6 <jm!,^xectfon o� iil;e tW:'. urq lr4.: -v m. 1 fib' fN ;d �:.'ovz; 0-v o fk:e! r.':ed Of na'1i Toit as Wte""er T.ent, fedin (3n .............. ... . . . .................................................................... ...... ?'Aflof C0.14—I&M4 ........................................... ......... . . ..................... . ........................... ...................... ........... - .......... .................... .. .......... . ............ ..... . . ... .... . . .. . ... . ......... ........... .. ......... . ............................. ................................ ............. ..................... ...... - 6 ............... .. ............ ................ I ....... . .. . . . ................ . .................. .. oz ............ ................. m ....................... �:� .................... .................... .... . . . ....... .. S11LE I LOCK BLOCK (COMP.) 121JLONG WOOD) STILE REINFORCEMENT (WOOD) 35.7Y MAX. DOOR PANF( WIDTH 2 INTFRIOR I- __ ____ _ 'v 11AJ CIVEF41U IRPUAEF WIDTH . . ............ 0- of I W)MG IMF A +47�5 -47,5 821'vW ..................... ......... . . .. ...... ...... 11 1 +50.0 .. .. ...... ... aQ� 'w .......... ...... . . .......... ............... .. ..................... .. -- 11---.— .1 ............ . ae r r -J -- , -Ir 1.27 SIMON EXTERIOR ri'IfORIZOWAL CROSS SECTION 1, 2� SEE HARDWARE CHART HARDWARE TAILE AfAAfUPACMR MODEL KWB: SIGNATUN SERIESKWHUT DEADWLT- $MNATUN SWU (700) -f TOP RAIL (COMP-1 FOAM CORE (POLYURETHANE - (COMP-) I PU NN4 STILE R13NFORCEMW (WOOD) WOVEN INTERIOR SMCSHEET� DOOR SKIN DEIAM rx EXTERIOR 1-1 14'MIN. EMS. (TYP.) 4_) a20j2-1 (�C A .10 >4 INTERIOR 40 (iX i j 1 4. PX 1 2 43 EXTERIOR HORIZOI47AL C ECTION MIN. EMS, I IYP.j EMS. gyp.) 4 t4 k OE C (CP (B r-�- DO ) C-Sm C-SiNK " (TYpJ 4 Ln 2*0 'ril *2 D, tA 7 9 n4o INTERIOR INTERIOR 40 FC X 0 Am 02121112 z EXTERIOR EXTERIOR / ( �111' bit N. U DIM w. HMOWAL 09 Dqwm No.: WN 2 HORIZONTAL C:W$$ jgngN jtvqMngcsvh - inr*kQ 1.5 180.1 i 4w rd =g s�eor - bisWng Ff. $Hw -Z� Gj 0pZp z DAIM 02121112 BOTTOM RNL swo N.T.1� nw av, JK (Comp.) CHV. am LFT— VEIMCAL CROSS ' `, S N.T.S. gf u CROSS SEC p I PWIOR /-3,\ wom atots mmi \�4 / PUtw*q cmft--Aw ('4'\ KWAL CI10$S.9CnQN 11� rAA%AdnUr-on%0xntkjn -.N 3'a '1P.W40S 'A UOPMAI SNOISIA36 r2 — NouxdISN00 AhWMN XlAd '2 Xz Yfj ON I *w-U .. qd Ifood rs�fj mim -U -WA-A mz -0 'wa 'ONt OddISM n8A .W 'wiftwinrmw omwv EXTERIOR / \ VWCAL CRW SWWQN W. 11/1 X,Sb-bj,* INTERIOR 2 1'4-'WE9nCAL5 "q5fQ70f4 reqdrenwts 4 J! ILI I - 2"31 9Nd0140tiff 3K1md aW XOnS I 21 diutao NO xvW11 T— i MN30NO '0W.S1 OE 9-0 4d C g tEU .F! 0 0 8 ; 0 z Z 01 z 'Kti"'Gly Mir . 47 lu FW 64 *1 07 00 CJ 61 + vot NOng X1 ONWOHaNY 3KVm A-q'N 30 OPP-U -TIM*= NO IWd h L5-.b'DftTLo* Uom SSVTDU39U :)M OddJ.S geacc n - IONI . CpHriflom fW 0 47 lu FW 64 *1 07 00 CJ 61 + vot NOng X1 ONWOHaNY 3KVm A-q'N 30 OPP-U -TIM*= NO IWd h L5-.b'DftTLo* Uom SSVTDU39U :)M OddJ.S geacc n - IONI . CpHriflom fW 0 CJ 61 + vot NOng X1 ONWOHaNY 3KVm A-q'N 30 OPP-U -TIM*= NO IWd h L5-.b'DftTLo* Uom SSVTDU39U :)M OddJ.S geacc n - IONI . CpHriflom fW 0 + vot NOng X1 ONWOHaNY 3KVm A-q'N 30 OPP-U -TIM*= NO IWd h L5-.b'DftTLo* Uom SSVTDU39U :)M OddJ.S geacc n - IONI . CpHriflom 'ar[i .1N Al....l &*r* •aN 3•d 'aPNWoa •! tlaP�'i J I al /,r. ��_� J,,. s • S1VI�3,th71' aC 'i'UfJ rF ,S3`c111S.C7tid �- �4, N'J1S3a 'S71bl30V tHtY101YJ IWgtNYWd la OJOOQ OPP9U J, 1RrTia 'a:0o6 T t a44arJ *O*d �tZQ� ueocs r� VII/A Oct a ahty 11•uos W11W/iY11 fb 'ON[ `kuayarttarrop OHtoluw f(SL ...._.....__..,.,.. - .-- - --.,...,......._,,..,,,.�... .,...,._._.._... _._,.._................,.. ' _. „Ta ntmdaia auw�oer :1JftaQad -__.-. ....._.. ................ SOFFIT Alec FA.OW TARLF ......... Alit FtAw" , Ain FLOW ( hd o "Pr IT TYPE -f SOPMT TYPS ppgpg w \ �( ._ 0 UJI ,✓ '.. `•„, a\+►", t,,.. a '� ia"iut..w '„. .c,+r, ro"°we�sx vtaJ.i o m ' rP.r; ttJ i» 'l,r i ri \11! ,`$dl j r`ai\a tlr t,r ti et.•a,.r r -- ,. .... .--I �11•\'i ti t5 kt ��,----._._-._..._... C._.._:, z �_........ . _. _... ._. t...,..,, � Oat �rv�y �' K i e a\�r�rraw i W GtYlORveRr ;_ i t i !uRRow t 3.91 2, Y'i°h.. P\ ai'a rO :25 -� r - r R g � � 1 p � CJ / •� �� r, d �7 . ... . .. ........ I waaa �''� mW',iRRR i 1 i Re`tital�.i��� �n !` t I aaa �[14..«�Ira0®il'►4i�0��°�yi!4 �, AsS1ic.ltiF«AI4 L:i.#T137i(Jx.'i"Ji�t h�i#Ai� i I\aa�q t aaea * o " x a rou vurs ( matuvnrrT �'`t� " 'S rK H !-RARRtliIY 11..74 8.15% 1 R,4iRosr ; 'S'T.7at &[1 SaJ6, i �i�lh i I i' b a � �/ o �'' �'' f: ••-,f: `? ` � S2� w\aaw ♦arr\r 3' d` d \aa\a�aa \aaa\a�,a ! t'� I •xwellli I E rArraRR �1 }} �t [p1 } (( p -} `•+� 'd r'� � E Ct m 1 ,.a... . .( . __.......... Li a L+ I!' U I� ... AAP S 140 West Clifton Streett ar\\w a\w\aa E at�a a � ei i law+a!m � n _ '� e a & S rA�TaRx 3.68 :2.56%i 9 0 D 9 U c< Tompa, FL 33d34 �t i a\»,a a►ia� ff v $ KULf tliRT NgD4' �Z' R �' °U,� �8 q � .Scala i �0:1�1'li0�a0 i „ v,� � ! )' \ � •art � ; �'��" �d G p "'Cn i "`'• Y 1 ' i 's `i,hh0ri,rii�ra C+�uj , r" } L 0 t 0 0 0 0 _ °E�r%.-`...- 4,..:_... .-- - - , _ ♦aro®EW'i4 {� � _ - ----' \ 1 q., : � col EtGt a\aaaa\a \��ioe 0 [ rf rr ` \ �..,• r! �..i ( wvaaaar va,�a U U ti F it t "TRIPLE 0�.e&� !�•.° A� Ft "QUAD i� 11 ! �,� I � aora*�ar �v41�e � �* it � � •�! s E N S 8 R.. °� 4 T 1 °.waaaaoai Pe n R t N i Mi P II19 r , aaea is _ LC:DL'ERPA TP.RP: F11 LSCArfi \� br�ii0\i 25 , ^•, � 1 25 t ROUVERS FORMED tiV AME ., EkR£GT}CN AS P,tBS; i D01 O >_ ALUMINUM SOFFITTRIPLE4(T4j c A2 r<at2{ota� fcxl > • f+- .0155 _ f315S �aimo� '�I __,- I r (a-, r.aeu 1�ts *teT} lss l . _.. 76' (1 r ' ---_ -' ri 5 ( 4'f' t1" 14Oa FMSCtit ^^ 1 CHAtdN@E „ !aaeva►id0me\ FULL YENT• WIDE FAiTE&Ao o GENERAL Pdr?t`I S r E +Uvr[mum � AI��` �num F�GHAftWEL avtioaai��r� S � O (i_ouvsra fam,aci :n soma m t 1 '`✓ r^ ` , • Mnum Vv`o+an[h D11tet Tn es rba) !1 ju }, i 1tES p,a tract has beeTT anal iaisci t.nCt is in crmp;iancv wish #F�c Honda •rao�`�, k'aaawaa x ( "---ter- .3+sErrc¢;a�F1 •-i ( it' �, ..JliGri�ifg Code excluding the "High eiocI`y Huri'cone Zone (HVHZ)_ ! h\�aaaww�i �S•�ii � ! ��tg�A � +^fnarTu} w\\a\aa\a( j ti aaaw�a 1 I pT �. ! i aaaar 01 2. ;=rGCiUt:l CanCt14rS ShGii. t;)G +:35 i1S1.+`.�. f�t':d a'1.rr;,;Ar,'t, i75 St;r)Ydr OTl !�eTai15, :•,. rrx, }�--- '{: nu off � i N .x `. } t a !, S Inc. r ' r h > r Y �i+ r\ +,y t +'L.- AP'Ii;st':Jr' ,!r1tJvF nle't1: (... PJU.:H P.i.:i1F~„I�! shall WEB beyond V,Citt aressing or i o.� - I.aaad a e � ( � ��� " -'Q< �*. I ��'; J fi3'! 1,R. _ �^- ,.a2".;w :'� i M 1 r 1 1 P c. � W { � `,� � i � � CJ tY) G3 !�'i x'b r ,.; ne , f�G,S' '' {{ i ' ! KaOaaaOhl9•ry _ _._.._...-..._............... f; Tt �� t• q- +*Vl .i U Id i1 et i! !i "" � ,a.� w . g W 63. •. 'at £? r v , it rt T Ll SI# cord;;', -S not co✓ere<# ' v ra7i5 <iit;.rncJ ark surDiact to t .utheT h\aaaai ( di i G 33 F u ll [�,a i o' { a rJ r pp { t _..••^ / -__ 8 t o u U, i.F ;; �t 11 C3 i ev Q {a'�" +u �` 1 1 .Cd" [•«. ,3' ' ..i I - 41 tl tJ 11 j ! N. > C7 +� ayl -_ ....._. �...� d (a C` engineef;ncg cJnatyrS. 3 kr4 art ,� i ( r9 _ 3 t ci a i I tastyy to py 1 Recc l g tti�.,. t 1f , ! L3 r }t1� K ' p tq O afi a [) . rr `+. t kJ j^F r7 ^j I 1�'' ® W'4 t[yn .. LL. 4 i:l. "+, t �tja F•:, 6 6. `r,• ', - .s r AA:1\atl�i'!a*0 1. LI :.r 1L C S .0 1�. "KI `O K7 aft Gi !.) •a Ri(i AND END aET �r s n tl tl 0 U !° r7;dda.rvtk vntt �;7,,.irt,:.ta i7; ,s at ar�.:TiD # kst. iesi rau �,rope-h; to "7 W o red I ° i r _ d a �? ! ca bariw\aa I( ge V' •F +. + A, y v i" �-t. l r e �.. aaa6a i ... ..._._ ...... ^..a . ! r.=i"e:. e , :^< r � L,c: `? T r ? _aa _ C:Q;!:ERA."... =a .,., 'r:, .o,.tt.; fiatn t. ,.. s:J ,.} .s1. u/ ar 4' x e". �a#tar :>fri;J:, � ( tom.. -- _ s t ✓ ., � ems' r�+aa~ri 11/14 ...,s. y-«- OG E� tA; £RN }. i y.i ..! K }' 3 ! <) P „ j(M7MRa PI i Y -- 2 5 F1 - ---wx to n rs hats Ycas (O>:Jiii h PnaE� N, w .Aa,E g 1 . -.- t:..__. c+i Y w __ ._............... ... - is EIRECTiONASRiBS' q _ G TABLE [tf C u NT£MPS ..._..__,-...�._"'Ni ...._____._.„.................__..._..,..____._.._..._ ..._y h>to4'tia.'laaic-t Si3ExF R i)FSC AitNTJtt i i darrraaaa z ( Q;Sad ' E . - y l E !'� ga! . z �t �_..,. __ \. .__,_......-.�f *ashFe M :.y' p • ') Z a� Ty>>^,'t: tit f; a,rot on r et tr 3a s 1 ( rrr\w\ .a 4 PANkL i N xT v. _. (G o r^`1. �6 `v1'e` ~ I r r [a ` j / pF'n?/U u ` �` .... > 3 S.Jfi: rif rra �.5 ti-sc t! e):;>.s.,es `�+ a ; - -- d _...... ....._- =r---rm -'- ' ` �` t Ad.T-S. Y' < �✓"4-n"LAz4C� E' sc�Js. PJ.F.S' S , f ' A. CJrfj9 h.`f3'.t71:5 Lt Ct.. nril y.. .....,FCK L4ifYt%k _..... ,t)E` ``._ ( 5ea.! � � 1;•.� •G r.'"": (f t9 V tsll f s ,..f r:tFia G11�At3 4 (i14) 1 . ffr S "5 a RK er T F, A r.3;,.. re< zi _.. _ ' \ - /- r'taLL VENT - hiAQRtiiV Y NY PA6 ifiRFd _.................... RFWAW .•_•. •-:� (t.O:AMaPo YCtI A•s<.96:r'a` hirer, ti?. cY litr �' �� . F!.• i 212'c S. { u e'2U PiJ 4 PANEI ?. i F"t.-? „aiFbT I or �g 9arF.Sf ^ OF � Cu? J p t - .._..._..._......_.__._ __ _ _ �....,.-._................ ...._.._.._ _ _ j� .~rY STAEtrirJ4!{ f°NGTH ' aii + �+^ U yb .. ., :...: fSi - ROOF' CYVERNANG n A+ �. i1tVi N�41YYff SPIN A g� :{ i w - - -- RC)C)F C)VSINAr 90ifOVC:k?{.'1NC'i PAN " ,,,,i SPAN rl ..._:�...:: * { - RJC)FOVERHAIVC, ..__.... .. ROOFOVERKOZ n a1D cSh SPAN,. A +70.0 -141.0 SEENOTE^s c � RtTO�----^•� 1` r?Ql1F _ r'' "". - d r•... [Wy +{.: as,3 Ali: \ ROOD � ROOF may� ,ytiP + .. q fRAMNVii ` ./ - �' \ 80f0 b0 0RAI"t tG \ V t 1 i -- \ i kAFh`�r M ,"..\ FPAMiPIr FRAMM:r� �.^." t�` , qq r _ ct LL- ..r , i p tl M) It) G1 tT , i A.L'J`^iENUP9 /r ,...•.'- ✓.". At.IrMINiJM .✓ ,�'' . __ a x 'S + AtUHIN1JM . _.... ALtiM1CJUP9 ,.+",",.!..>. t< :'t�' �` ,.... t , .t! 0 f ASI:IA _ FASCIA , a FJasciA r- �, 1d" +38.5 38:5 FASCIa $ TRIM 4 X,�TRIM. TRIM ,."'.• a ffi 11 • +34,Or -30:A ._____ ___ ' / I CMtI On CP?J OR. ; _ OFfTt rMD2 _ i CMU CIR _ _ _ CM J OR csa c cS su^F t-� .r °•a: r-IT ups wrtori ` w0.t T WOPE) s> -- _ wooD wood VF DETA.IL A" , \SFFDETAIE,C" � 5t)tfit NOTL S eOFFrr ! FRAMEC `' MLI) E i t � ` " r " f FRAMED FRA4IED }. WOOD fRAMING; AND CONNECTIONS TO RE DFS1f;NED \ ( FRAWO _ ... / SEE CErAJL " ti " '... SF_F ::FT.AII " r) " � -- J s - LEE DETAIL P :r ( BY THE ARCF1iFLaCT OR FNC'ifi�..R OF RECORD � SEE ia£1 !4L ° +, " -- 1 SEE DiTA# " F' SEE DETAIL " G " . ._.,..Ml.�._._...._ �__....,,/:.._...., .j- ,.-.---......�.:.. 2.12dCC]M1Mt3NNAIL OR:i(ib'FTW4C)NCRETESC:kE1N {MIN. I -Ile FM8FDMENTj 4 24" ON CENTER SFX DETAIL E " sldiE VIEW -� SINGLE SPAN W%F#:iIANNi�i� SIDE ViE1�f _ .'slf9tiLE s�J4N lili .�-CFiANNEL� SIDE VIE±±�ii' - SINGLE SPAN 1!V "J-+CI�IAPiNEL ,�v t Srumn al trus>/tram?. g cantilevercr) } :Sham w/ trasartrerr!rr,,: carmlEve_} (Shcmn wt &usv/frau*v carte&%w) SIDE VIEW - SINGLE SPAN llli �`- 1#AAINE�. SIDE VIEW - SINGLE SPAN W ]-CFiANN:IEt � _...... 3 f __.._... 92 - - i}CSFistdPREiSifRC!PSFj i � � /C�(`.,r+om'FT^Nir»ssf{T�ml^9wmtun9) iSltownwJ•lusslfia:nGywe!iwrtg; � ELg SiNGLt SPAN UNGPI ._.._ ._, TR.tM NiAJL ATTACrIED t _+ 00. ,A"_ PGS1TtiCi fatitiiV£ j ':NROMHFASCIA \ ', "r NOTE. STARTS tNST:4Li�1 I,, -'Of (INTOIYOODj e �'+� i'�7 TRIM NAIL ATTACHEDZ m 4 r o" � ).C, MAX. IJ-CNAPR TL SLOT O-R T-NAIL @ I T O.C. � ✓ ) STAKES INSTALLED � � �s fiJR SLtDAR! CuLtif UVERt:A9tG, j I � ThIRADGtI FASCIA 17 O.C. (MTO WOOD) 1a" +70.141.0 \ (INTO Ni'70i] OR MASONRY} O 14S` O.IG MAX. TRIM BOTTOM OF FASCIA RAT [z m IN J-r.4ANW, %t1T j/ i AGA0,6TrANEL ---STAKESINSTALI:EUf0ZVO...(iNrc!'AC)LLij ( OR I•NAIL 6'I'TO,C. 10" +K(3. b4-t3 J' f I STAPLFS '?CATEU $ �'I ON KHANNFL t £G OR T-NAIL a 1'X' G,C. _ STAKES LOCATED E ! 24' O:C. ENfU FRApNNG �� / y (� €O WOOD 1 ~d a( rWTO WOO.) OR MASONRY) 24" O.C. IN10 FRAMING OR MASONRY' t40TE::-OR SQUARE Cut OVERHANG, +5€1.�U-.�xf1. i1 �! w, ! .. _.-., � iRlilS 6('J(1C1A9 OF FASCIA fLAT I!G,4hY5i PANEL. t` � �"^. -•+. -..__._._ F411_....., �N ..Y t.._` J t g3,it'FS!_OCP,.Ict? (11J j II/ �f 111 / Jiffs, °J J^�.`a 2a a., .1P+TL3 FYAr rmac' .._... a +:W0 -3fiCt ti k� S'i!1PLff MSiALLED 0 .Sw t I 0 - T" F`- ' t•;C)TE:WO�f FRAP,11Nt�,.NDCt:RJNEC.1t03+'ST+.TiF. STP.PLFiiP1S"fA:{;T?r."y _.__t �'�� L P } 1, �' "' t f __...... T'X'O.C.(INTCiSNJOD} i)"ciCGNEd) R'? ThF, ARC,aBIECTf'R Ft rGIN("EF, kNt7 C)t PA1VEI ANf: / "`'" "„� . X`�`. ,/ 1�\ ! 'rl� I 1/fi" E.. 1 e�3 ( I ; - _._..IN F-CHANNEL SLOT OR �- kFCORf? MAX, O w. �' j. �,l \ c 12 1 --- a' I t i a I T-14MLO IT O.G. SEE DETAIL ". SHEE15' ; \ 1 MAX. ( - , r / ( f �� `� I ( :�� 1 � 1d� { °� � �� '1 1 t (0iU lEAJUUKMAY-"X1) tt 1/"d A1An. --^°-, � � ..�.... .. �'� DETAI�yp�,t� 1 L yy it i � �-,.�„�.r.� ....:.r«::. ..'w Ba;�.. .� (� � L Yif.alw M'irfr (' I I K( L.... t_..__ .# ��,Aa� TY � Ya � - I� � STAP'LEStNTTALLE"J!ft p _--- �� q_(�,� 1 iaSt`t+7 !•' ''� w a cNF3 Of PANEL AND �'Ij! t y 3 ChCinr v't 1 iJ' MAX.. O,C, _ _ _ f L., � � I � \ S Yt / •,� i. �. MAX{ -._ a L ',SKEET5j y �, ` L1 •� ,:J f; red ' iEf DETPI '!' /�) / j o i ci?E.wiNvtA L`.Li t i T. { ,} i.. .. z L TfliMl a feX n a - :'• •__._,...,'•,(,'_ MA.k• (i f \ ,)iV 1' COiLdN t LFC: OR (NJ €. < O.C. �' `JC t a' P ` n' a T it8 1 I ffl MAX ' f!E �� i (dv(f�9)'O;)Dt77 T41i"tP•F.1{ S iE vo"t. L i O 1 0. .(fNioWOOD) �9� r'ivA?. t� ti t . : l fY,r cl �Y. iJEz "•NArL 6 12 C.t , N T S +f N 4Y j :� / ail INS T', ED 0 iI t! C. (ii• e WL { - � m ar Ye 9m at ki ^l YA Y1 '•i cr ;rY0. aY, JfC f ;/ R , , �Ir-C-11A. NO.21C�fOR i-NA.L0 :rt).C. DETAIL 0 � DETAIL E DETAIL ' F DETAIL..:.._ vY��CiDOR 1tA OtdR'� --- BRK rrt L�� e [ t j J-� honrvei u�ivfa� ao u _a- ofnavuaz a DETAIL � _ F{. 1_Jn?s.t i�1�IG i-Ct1GFai�?l .hannf Ft)SCra ��-Y` -3 i [f. op +Oq8��5 � 2ol`i