Loading...
HomeMy WebLinkAbout5110 21st Stv V� WINDOW AND DOC OPENING MARK CALL OUT MANUFA MODEL # OF WINDOW SCHE W-1 SH35 PGT SH5d W-2 HR3016 PGT WIN[ W-3 SH25 PGT SH50 SLIDING GLASS DOOR & GLA: D-1 3068 1 THERMA D-2 16070 OVERHEAD( D-3 6068 1 PGT SGD SUNCOAST DESIGNERS & PGT INDUI THERMA TRU CORPORATION 1070 TECHNOL NATIONAL ACCREDITATION & AMP NOKOMIS, F MANAGEMENT INSTITUTE A. MORGANCASTLE STUDIOS MAKES EVERY EFFORT TO EN: SERVICES, HOWEVER THE CONTRACTOR SHALL VERIFY AL DIMENSIONS, AND NOTES FOR ACCURACY AND CODE COM NOTIFY MORGANCASTLE STUDIOS IN WRITING WITH ANY A NEEDED PRIOR TO PLACING ORDERS FOR MATERIALS OR I B. THE CONTRACTOR SHALL VERIFY THAT ALL LAYOUTS, SCI SUBMITTED BY THIRD PARTIES DO NOT CONTRADICT THE F WHEN CONTRADICTIONS ARE FOUND THE CONTRACTOR S MUST MAKE ADJUSTMENTS TO THEIR DRAWINGS AND CON THE CONTRADICTION AND THE ACTION REQUESTED TO CC C. ALL THIRD PARTIES INVOLVED IN PROVIDING SERVICES OI PURPOSE OF CONSTRUCTING THE STRUCTURE BASED ON CONTACT MORGANCASTLE STUDIOS UPON FINDING ANY D GENERAL 1. ALL EXTERIOR FRAME WALLS AND INTERIOR BEARING W 2. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHP SOLID OR HONEYCOMB CORE STEEL DOOR NOT LESS TI- 3. ALL EXTERIOR MASONRY AND FRAME WALLS OVER 32" L 4. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-1 BEFORE REQUESTING THE FRAMING INSPECTION. FBC,R 5. PROVIDE ONE 29"W CLEAR OPENING TO A BATHROOM OI 6. PROVIDE A MINIMUM OF ONE 36" SIDE HINGED EXIT DOOI 7. NOTE: FOR PC-# LINTEL CALLOUTS, SEE DETAIL ON SHEE 8. ALL NON WALK-IN CLOSET CEILINGS TO BE A MAXIMUM C 9. ALL INTERIOR WALL WIDTHS ARE ASSUMED 4" UNLESS O CENTER LINES. 10. ALL EXTERIOR FRAME WALLS HAVE R-11 BATT INSULATIC 11. ALL EXTERIOR CEILINGS (I.E. PORCHES, ENTRY) HAVE 1/' 12. PROVIDE CONCRETE STOOPS FOR EXTERIOR DOORS TC 13. ALL SHELVING TO BE VINYL COATED WIRE SHELVING. REFER TO SHEET SPECIFIC GENERAL N< FOR MORE INFORMATION. THE PRE' UNLESS OTHERW ELEV. 8'-0" MAIN BRG HEIGHT ELEV. 0'-0" _ FINISHED FLOOR l 00 son �0❑� ININININIENNisialmill -1 11TO 10-110-100-01[ 1 FRONT ELEVATION ELEV. 8'-0- _ -t MAIN BRG HEIGHT 12" O.H. CORED BANDING 47 X 6"W BANDING ELEV. 0'-0. FINISHED FLOOR REA ELEV. 16'-1" RIDGE HEIGHT ELEV. 8'-0- _ -t MAIN BRG HEIGHT 12" O.H. ELEV. 0'-0" _ FINISHED FLOOR LET SCALE: 1/4" = 1' ELEV &TION ELEV. 16'-1" RIDGE HEIGHT 12 .. 5F- ELEV. 8'-0" _ MAIN BRG HEIGHT 12" O.H. ELEV. 0'-0" _ FINISHED FLOOR SCALE: 1/4" = 1' 12 " —15 92" O.H. ,f//lliii f If.. ' � oo ��s 8�a •'.� ~ i r 1• ;v•� r W W }�yy t� mt U U W w z z Q c w w w � 0o J W LL z CV (0 M O O) m ION SCALE: 1/4' = V - CEILING OUTLET FIXTURE -�� PULL CHAIN FIXTURE -- WALL MOUNT FIXTURE —OtAN—'- FAN PREWIRE FIXTURE ® RECESSED OUTLET FIXTURE ® VENT FAN FIXTURE 10' DUAL W.P. FLOOD FIXTURE DUPLEX OUTLET ,�{GF GROUND FAULT OUTLET 0" 1/2 SWITCH OUTLET o220V 220V OUTLET d'p WATER PROOF OUTLET 4 SINGLE POLE SWITCH 43 3-WAY SWITCH $4 4-WAY SWITCH $o DIMMER SWITCH $Lv LOW VOLTAGE SWITCH 4- WATERPROOF SWITCH 4- GARBAGE DISPOSAL SWITCH v TELEPHONE © SMOKE & CARB. MON. DETECT. t TELEVISION OUTLET us DOORBELL CHIME CE25 METER W/GROUNDING ROD m SERVICE PANEL OVERHEAD SERVICE —� METER BREAKER BOX 200 AMP CONDUIT Dow — -..�— BLOCK WALL GROUND ROD GRADE � .. .... UFER BOND 20' #4 CU MIN. SERVICE DIAGRAM jiffy/ GI �O^�8 8^,o • ~ 0 19 J W z d_ uj 3I 0. Bs�d� 4P 9 d ;t 2 U U C� W 0 w z z w z '- Z Q 01 8 W o a 6 yJ J � z LL z Q M M O) � � 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 8"WX 8"D CONC. MONO.FTG. W/ 1#5REBAR r------------- i (TYPICAL) I I I 1Ill " - - - ill - LL - 0 - 1 - 31 I w LU I o_ I I aD O J I I /b ELEV. - 0'4" I PATIO SLAB - - - - — — — — — — — — — — — — — — — — — 12"WX 20"D CONC. MONO.FTG. .� > I RECESS FOR DOORWAY " 12 WX 20"D CONG. MONO.FTG. I W/ 2#5 REBAR VERTICAL CELLS W/ 2#5 REBAR I (TYPICAL) " VERTICAL REBAR MAX 6-W O.C. (TYPICAL) I I (EXCLUDING OPENINGS) LAP I SPLICED (2W MIN.) TOASTANDARD I HOOK EMBEDDED 6• MIN. INTO I BOND BEAM & FOOTING. I ow- e4- II 11 o I z it o 11 I II Z I II I I o iI I I U I Z j II II ■ I i ELEV. 0'0" II I MAIN FLOOR U 1 1 I I■ I Cth%i 1kE !,!:.'v`r": i1O!V SAA.LL v I I I I I COf4PI,Y W1T11 E1 GTNEEM IYSI mL,4 CONCRETE SLAB REQUIREMENTS SLAB r 1 \0� I AM+L'/CAi CITY Of 7,EP'N ] "1LjS TO BE 4• MIN. DEPTH. 3000 PSI CONCRETE W/FIBER I UtDIJNAVCIS. MESH OVER 6 MIL POLY FILM VAPOR BARRIER (LAPPED 12- & TAPED) ON CLEAN, COMPACTED SOIL ( I I I I WITH BORACARE TREATED FRAMING. ■ I I ��_o- III ero 4- I ro ." 1 . ■ II Ij 12"W X 20"D I I CONC. MONO.FTG. I I I ■ I (TYPICAL) c -I I IL--------------------- W! 2#5 REBAR — 3 -------- - — — — — — — — — — — — I I I 1 — — — —�1 ELEV. - 0'4" I - 1 GARAGE FLOOR I� I 1 11 12"W X 20"D " CONC. MONO.FTG _ W/ 2#5 REBAR (TYPICAL) L— — ----- -� II I I I - $ z C J w O I I a 3 II } LU W a w CL I I I -1Z W °�°LU W O coN I I 1IN II IN I 12 "W X 12 "D ONC. MONO.FTG. I W/ 1 #5 REBAR I I (TYPICAL) ELEV. - 0'6" GARAGE FLOOR 12"W X 20 "D I CONC. MONO.FTG. I I W/ 2#5 REBAR I -------------- (TYPICAL) I ------ RECESS FOR IN ■ DOORWAY 07, FOUNDATION SCALE: 1/4" =1' I■ II II II II :IN II II I II 12"W X 20"D CONC. MONO.FTG. I I W/ 2#5 REBAR I (TYPICAL) ----- — — — -— � t3• v a•` .'IIIII'I J W ui z d_ tu B -0F Fin _ d m �A '�a � vpb Bb G�O4 m 6 m 2 F- r > t • co I'- U ¢� a � ~~ O U V J � Q Z J O OV Z co co c" Q. V J a N co U OW cn o 1-- v- N Mco cocn O M J O J Z U U 0 co O >ll! W Q' � O � J co uj 2 �M/ 2 � � cn MM v- v- C6 o ui SHEET W C �- co Q CV 2 0 Q co Lll z � d OF 5 Approved truss anchor by others Shingle loading (37 lbs.) 12 Plumb cut overhangs 5.(0! -` 1.79 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. 51 MfC R FLAY T 00 O� SCALE: 1/4" =1' 6 .• -P Z, • Q Y \ °•zS Ih � • � d�k3 P O .� • \ 4� �� • 0. ` l ... ••_\ Al W W d_ _ 5 W Z SION-�®� � B a rX a �i.' g 6Y ci' ., r � 0 III �� 0 qya 6 #gCS •(��• G V C Z 0 0 U � a� U ~ o Cn C) Q Q � Z O � OU Z Cn r==q r Cl MTM W = z VI � C� RZ O � N � oW� o� c0 N co O M � CM NO�W►UVii�� ►J OJ J W U U Z C� W W z 0W g3.1 W z� oo co co W 1 z J i LU Q � � CV O i SHEET wco Q N Z CO M O M W � 0 OF 5 STRUCTURAL SPECIFICATIONS L GENERAL 1. SUBCONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM 18 COMPLETED. THiS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, SHORING, GUYS TO TIE -DOWNS THAT MAY BE NECESSARY. 2. SUBCONTRACTOR IS 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 PWMINIMUM). DEAD LOAD- 10 PSF(SHING;LE) 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 MIN.. 5. STRUCTURAL MEMBER ALLOWABLE DEFLECTION Rafters having slopes greater than 3:12 with no finished caviling attached to rafters Interior walls and partitions Floors and plastered ceilings All other structural members Exterior walls with plaster or atucco finish Exterior walls -wind loads with brittle Finishes Exterior walls -wind loads with flexible finishes Lintels supporting masonry veneer walls b. 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 1. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, ERECTED, USED, CLEANED, AND CONDITIONED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. II. SITE WORK V. CARPENTRY I. DIMENSIONED LUMBER SHALL BE DRESSED 60, 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 SEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE (SYP. NO. I GRADE OR SETTER WITH 81NGLE MEMBER (LWACTORED) STRESSES AS FOLLOWS: FV ■ 90 P8l Fe ■ 915 PSI E • 1,6000" PSI IS% MAXIMUM M018TUM CONTENT A. FRAMING LUMBER SHALL BE rl SPRUCE -PINE -FIR OR BETTER S. INTERIOR NON -LOAD BEARING WALLS MAY BE UTILITY GRADE. 4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH PA. TT-W-511 AND BEAR T14E AMERICAN WOOD PRESERVERS LASO INSTITUTE EQUALITY MARK LP- 2. WASO 6. SHEATHING FOR ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE U SHEATHING L/360 WITH EXTERIOR GLUE. ALL ROOF SHEATHING TO BE INSTALLED WITH PLYCLIPS. H/360 (MAXIMUM 24" O/C). SEE DETAILS FOR SHEATHING THICKNESSES. H/240 1. NAILING FOR PLYWOOD ROOFS AND WALL SHEATHNG SHALL BE ad COMMONS e LA20d 4" O.G. a PANEL EDGES, AND 6" O.C. INTERMEDIATE, FOR 1/2" SHEATHNG OR L169W LESS. NAILING FOR STRUCTURALLY APPROVED ARCHITECTURAL WALL PANELS (1/4"0 SHALL BE 60 COMMON s 4" O/C AT PANEL EDGES, AND 6" O/C INTERMEDIATE. 1. FOUNDATION DESIGN IS BASED ON A MINIMUM SOIL PRESSURE OF 20M PSF. IF A SOILS REPORT WAS NOT PREPARED, THE CONTRACTOR IS RESPONSIBLE TO RETAIN A GEOTECHNICAL ENGINNEER TO CONFIRM THE SOIL CONDITIONS. SHOULD FIELD CONDITIONS, INDICATE T14I8 MINIMUM CONDITION DOES NOT EXIST, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF RECORD. 2. THE SUBGR,ADE UNDER THE NEW CONCRETE FOUNDATIONS SHALL 15E COMPACTED TO 95% 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 18 NOT POSSIBLE, FOOTINGS EXCAVATION SHALL BE OPEN CUT WITH EDGES FORMED AND BRACED. ALL FOOTINGS WITH FORMED EDGES SHALL BE BACKFILLED FROM BOTTOM TO TOP OF FOOTING WITH SELECT FILL. THE BOTTOM EXCAVATION SHALL BE CLEAN AND DRY WITH ALL LOOSE MATERIAL REMOVED FOR AN E86ENTIALLY FLAT BEARING SURFACE. 4. PROVIDE SOIL TREATMENT FOR TERMITES PER THE 2010 FBC, RESIDENTIAL. III. CAST IN PLACE CONCRETE L CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS- - ad FOOTINGS, SLAB -ON -GRADE, SLAB FiLL ISM PSI bd MASONRY WALL TIE BEAMS, TIE COLUMN8__2500 PSI 2. CONCRETE SHALL BE READYMIX PER ASTM C94: ad PORTLAND CEMENT - ASTM C150 W AGGREGATES - ASTM C33 (3/4" MAX.) ca NO CALCIUM CHLORIDE dd AiR ENTRAINING - ASTM C260 ad WATER REDUCING - ASTM C494 f. FLYASH - ASTM C618-18 CLASS F (20 % MAX.) gd 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 b MIL POLYETHYLENE. 1. CODES AND STANDARDSt ad ACI 301 "SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS." bd ACI 305 "RECC"'I NDED PRACTICE FOR HOT WEATHER CONCRETING." c) ACI 318 "BLOCS. CODE REQUIREMENTS FOR REINF. CONCRETE." dd ACT 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." 8. MINIMUM LAP SPLICE IN 40 BAR DIAMETERS UNLESS NOTED OTHERWISE. 9. CONCRETE FINISHES SHALL BE PER CONTRACTOR'S $MCI& 10. SUBCONTRACTOR IS RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION OF ALL FOF&1WORKC SHORING, AND RESHORING. 11. REINFORCING BAR COVER a.) FOOTINGS 3" b-) COLUMNS 1 1/2" cd BEAMS AND WALLS 1 1/2" old SLABS 3/4" (INTERIOR), 1 1/2" (EXTERIOR) 12. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCH TIME. 13. PROVIDE CORNER BARB AT ALL WALL FOOTING CORNERS TO MATCH HORIZONTAL BARB. (25" MINIMUM LAP). 14. ALL BUILDING SLABS -ON -GRADE SHALL BE NOMINAL 4" THICK, FIBER -MESH CONC. OR REINFORCED WITH bxb-WA WWF. ON b MIL VAPOR BARRIER SEE PLANS FOR OTHER CONDITIONS. 15. ANCHOR BOLTS FOR WOOD PLATES TO CONCRETE OR MASONRY (ALTERNATIVES)z a. J BOLTS - USE 1/2" X 8" "J" BOLTS WiN 6" EMBEDMENT AND 2" PROJECTION WHEN INSTALLED PRIOR TO PLACING CONCRETE, A8 SHOWN ON DRAWINGS. b. EXPANSION ANCHORS - USE 1/1" X 4" EMBED, HILTI KWIK BOLT iI, OR EQUAL, AT LOCATIONS (OTHER THAN EDGE CONDITIONS) IN LIEU OF I/2" X 8" "J" BOLTS. c. EPDXY ANCHORS IN CONCRETE - USE I/2" X 4-1/4" IMBED, WITH HILTI Ci00), OR ANCHOR BOND BY CELTITE, INC- AT EDGE OF SLAB CONDITION WHERE BOLT 18 LESS THAN 6" TO A CONCRETE EDGE. d. EPDXY ANCHORS IN TOP OF BLOCK WALLS - USE THREADED ROD (3/4" X A6-5/8" IMBED) ON TOP OF 8" MASONRY WALLS WITH HILTI HIT 0-100 ADHESIVE OR ANCHOR BOND, WHEN 1/2" X W "J BOLTS ARE OMITTED. 16. FOOTING SIZES SHOWN ARE TYPICAL ONLY FOR STATED SOIL BEARING PRESSURE AND CONSISTED COMPACTION. CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTINGS COMPLYING WITH THE DESIGN REQUIREMENTS OF SPECIFIC SOIL CONDITIONS. IZ. PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE SLABS AND ABUTTING CONCRETE OR MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED AREAS. IV. MASONRY L HOLLOW LOAD BEARING UNITS (CMU) SHALL CONI ORM TO ASTM C90, NORMAL WEIGHT, TYPE I, GRADE N. MINIMUM NET COMPRESSIVE STRENGTH IN 19M PSI. 2. MORTAR SHALL BE TYPE M OR 8 AND CONFORM TO ASTM C210. 3. CONCRETE GROUT SHALL CONFORM TO ASTM C416: as 39WO PSI AT 28 DAYS. bd 3/8" MAXIMUM AGGREGATE. cJ 8" - II" SLUMP. 4. BARS SHALL HAVE MINIMUM CLEARANCE OF 1/2" FROM MASONRY. THE CLEAR DISTANCE BETWEEN BARS SHALL NOT BE LE66 THAN ONE BAR DIAMETER NOR LE66 THAN 1". 5. VERTICAL REINFORCING SHALL BE AT ALL CORNERS, EACH JAMB OF OPENINGS OVER 4 FT. WIDE, UNDER ALL GIRDER LOADS, AND NOT TO EXCEED 8'0" O/C FOR STRAIGHT WALLS, OR A8 SHOWN ON THE DRAWINGS. FILL CELLS WITH CONCRETE GROUT AS SPECIFIED. PROVIDE ACI 90 DEGREE STANDARD HOOKS INTO FOOTING, AND TIE BEAMS. 6. REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WHERE 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 BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL RE INFORCEMENT. % 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. 10. PLACE ALL MASONRY IN RUNNING BOND WITH 3/8" MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. FULLY MORTAR WEBS IN ALL COURSES OF PIERS, COLWI NS, AND PILASTERS AND AND ADJACENT TO GROUTED CELLS. 11. PROVIDE 8" X 8" PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS NOT SHOWN TO HAVE A STRUCTURAL BEAM. MINIMUM END BEARING IN 4" REFER TO LINTEL SCHEDULE (MINIMUM CAPACITY OF 1000 PLF). 12. PRDADE METAL CAVITY CAPS, b" WIRE MESH, OR DUR-O-STOP BY DUR-A-WALL, IMC W14ERE REQUIRED TO RETAIN GROUT IN VERTICAL CELLS. 8. ALL FLOORING MATERIAL TO BE 3/4" T4G PLYWOOD, NAILED AND GLUED TO FLOOR JOISTS. FLOOR NAIL WITH 10d NAILS AT 3" O/C AT PALL EDtsE8, 6" O/C IN THE FIELD. STAGGER NAILS AT 2" O/C AT BUTT ENDS OF PLYWOOD SHEATHING. 9. INSTALL BRIDGING IN ALL (2X) FLOOR OR ROOF JOISTS AT 8'-0" MAXIMUM. INSTALL BLOCKING; IN ALL BEARING WALLS AND PARTITIONS OVER 9'-0" e MID -HEIGHT. BRACE GABLE END WALLS AT 410" O/C WHERE WALL FRAMING IS NOT CONTINUOUS FROM FOUNDATION TO ROOF, OR AS SHOWN ON DRAWINGS. 10. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 11. ALL CONNECTION HARDWARE 814ALL BE GALVANIZED AND SUPPLIED BY 81MPSON 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 MANUFACTURER 12. PROVIDE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TOP OF ALL LOAD BEARINGS STUD WALLS. STAGGER END JOINTS IN DOUBLE PLATES AT LEAST 4--0- PER DETAIL. 2 X 4 SILL PLATES FOR BEARING: WALLS SHALL BE BOLTED TO FOUNDATION AS PER BEARING WALL DETAIL. 13. LOAD BEARING STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS, AND AT STRUCTURALLY APPROVED ARCHITECiURAL WALL PANEL JOINTS. STUDS SHALL BE TRIPLED AT ALL CORNERS. 14. WOOD LNTELS OVER OPENINGS SHALL BE DOUBLED 2x12 HEADERS UNLESS NOTED OTHERWISE ON PLANS, WITH CONTINUOUS 1/2" PLYWOOD FILLER CUT TO FULL DEPTH OF BEAM BETWEEN 2x MEMBERS. 5. RAFTER SCHEDULE FOR CONVENTIONAL FRAMED AREAS. MAXIMUM MAXIMUM MEMBER SIZE SPAN (SYP 02) SPAN (610M) 2 X 4 1Fr. 6FT. 2 X 6 9FT. EFT. 2 X 8 12 FT. 10 FT. 2 X 10 14 FT. 12 FT. 2X12 16 Fr. 14 Ft. NOTE 1: RAFTERS MUST BE BRACED LATERALLY BY A CONTINUOUS NAILING OF 8HEATHNG OR BRACED AT 24m 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 RAFTER UNLE68 OTHERWISE NOTED ON PLANS. NOTE 4: CONNECTOR SCHEDULE A. 6IM 06ON MT620 (OR EQUAL) BETWEEN CAT BLOCKING AND ROOF TRUSSES. B. SIMIPSON H5 (OR EQUAL) BETWEEN RAFTER TAILS TO CAT BLOCKING. C. 6IMP60N H5 (OR EQUAL) BETWEEN THE RAFTERS AND RIDGE BOARD. D. 8IM080N C820 AT ENDS OF RIDGE BOARD, OR 6IMP80N JOIST HANGER WHERE APPLICABLE. VI. PRE-ENGINEERED WOOD TRUSSES I. THIS SECTION DEFINES PRE-ENGINEERED, PREFABRICATED, METAL PLATE CONNECTED WOOD ROOF AND FLOOR TRUSSES AS "WOOD TRUSSES". 2. TRUSS LAYOUTS SHOWN ON PLANS ARS SCHEMATIC ONLY. TRU88 MANUFACTURER AND/OR ENGINEER SHALL BE RESPONSIBLE FOR THE DESIGN AND SPACING OF ALL TRUSSES AND SHALL SUBMIT SHOP DRAWINGS TO THE BUILDER FOR APPROVAL. 3. THE WOOD TRUSS MANUFACTURER MUST PARTICIPATE IN A CODE APPROVED THIRD PARTY QUALITY ASSURANCE PROGRAM SUCH AS THE TRUSS PLATE INSTITUTE'S "ISIUALITY CONTROL INSPECTION PROGRAM" OR EQUIVALENT. 4. WOOD TRUSS MEMBERS AND CONNECTIONS SHALL 15E DESIGNED FOR ALL LOADS SHOWN ON THE CONTRACT DOCUMENTS INCLUDING: LIVE, DEAD, AND CONCENTRATED LOADS, PLUS WIND LOADS. S. RE] ER TO TIRE FLOOR PLAN AND OTHER STRUCTURAL DETAIL SHEETS FOR IMPORTANT INFORMATION NOT SPECIFICALLY ADDRESSED BY THE TRUSS FRAMING LAYOUT SUCH AS BEARING WALL HEIGHTS AND CEILING VAULT DETAILS. 6. WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, T14E FOLLOWING INFORMATION: a.) SPAN LENGTH, OVERHANG AND SAVE DIMENSIONS, SLOPE AND SPACING OF THE WOOD TRUSSES. ba ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND CONVENTIONAL FRAMING MUST BE CONSIDERED. c. ADJUSTMENTS TO ALLOWABLE VALUES. d. REACTIVATE FORCES AND THEIR LOCATIONS. ed BEARING TYPE AND MINIMUM BEARNG LENGTH. f. DEFLECTIONS. g. METAL CONNECTOR PLATE TYPE, GAUGE, SIZE, AND LOCATION. h) LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT. I.) LOCATION AND CONNECTION DESIGN OF REQUIRED CONTINUOUS LATERAL BRACING. j.) NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD. IJ WEB REINFORCEMENT DETAILS FOR GABLE END TRUSSES. I. VALLEY SETS FOR OVER -BUILD CONDITIONS. 1. LIMIT DEFLECTIONS FOR LIVE LOAD TO 6PAW360 (ROOF), SPANAW (FLOOR), AND LIMIT TOTAL LOAD DEFLECTIONS TO SPAN/240 (ROOF), 8PAN/360 (FLOOR) UNLESS SPECFICALLY NOTED OTHERWISE. 8. FIRE RETARDANT WOOD 16 NOT ALLOWABLE FOR USE AS TRUSS CHORDS OR WEBS. 9 WOOD TRUSSES SHALL BE DESIGNED 60 THAT MINIMAL HORIZONTAL REACTIONS ARE IMPOSED ON T14E SUPPORTING STRUCTURE UNDER VERTICAL LOADS. NO SLIP CONNECTIONS ARE ALLOWED UNLESS OTHERWISE NOTED. CONTACT CONTRACTOR AS REQUIRED. 10. WOOD TRUSSES MUST BE CI$CKED FOR WIND. WIND VELOCITY, DESIGN VELOCITY PRESSURES, AND MEAN ROOF 14EIG14T MUST BE SHOWN ON THE SUBMITTED SHOP DRAWINGS. IL CONTINUOUS BOTTOM CHORD LATERAL BRACING IS REQUIRED AT A MNIMAM SPACING OF Inn' O.C. UNLESS NOTED OTHERWISE. BOTTOM CHORD BRACING 15 CONTINUOUS FROM ONE END OF THE BUILDING TO THE OTHER END. OVERLAP CONTINUOUS BRACING AT LEAST ONE TRUSS SPADE. USE A MINIMUM OF 2 X 4 (ROOF), 2X6 (FLOOR) GRADE MARKED LUMBER AT LEAST 10LONGS, WITH 2-Ibd NAILS AT INTERMEDIATE AND 3-ibd NAILS AT END CONNECTIONS. 12. CROSS BRACING IS REQUIRED AT MINIMUM 10' OG. UNLESS NOTED OTHERWISE. LOCATE CROSS BRACING AT OR NEAR THE BOTTOM CHORD BRACING. INSTALL CROSS BRACING AT EACH END AND AT 20O.C. ALONG THE LENGTH OF THE LATERAL BRACING. CROSS BRACING IS ACCOMPLISHED BY ATTACHING DIACONAL WEB BRACING TO OPPOSITE SIDES OF THE SAME GROUP OF SIMILAR WEB MEMBERS. SLOPE CROSS BRACING IN OPPOSITE DIRECTIONS AT APPROXIMATELY 45 DEGREES FORMING A CRO88 "X". USE A MINm'IUM OF 2x4 GRADE MARKED LUMBER WITH AT LEAST 3-I6d NAILS AT EACH CONNECTION. 13. TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS SYSTEM DURING CONSTRUCTION. 14. HANDLING, INSTALLATION, AND BRACING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH "1415-91", PUBLISHED BY THE TRUSS PLATE INSTITUTE 15. 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 SUPPLIED BY SIMPSON STRONG -TIE, OR APPROVED EQUIVALENT MANFACTURER ALL NAIL HOLES SHOULD BE FILLED, OR AS PRESCRIBED BY THE MANUFACTURER 11. TRUSSES ARE TO BE DESIGNED TO ALLOW FOR THE PROPER ROUTING OF A/C DUCT WORK AND PLUMBING. CHASES SHALL NOT ISE BLOCKED BY WOOD TRANS 18 PILING OF PLYWOOD ON WOOD TRUSSES 18 NOT ALLOWED. M INSTALLATION OF BROKEN, DAMAGED, WARPED, OR IMPROPERLY REPAIRED WOOD TRUSSES IS NOT ALLOWED. 20. IMPROPER OR MAUTH 0MMD FIELD ALTERATIONS OF WOOD TRUSSES 18 NOT ALLOWED. 21. GABLE ENDWALL TRUSSES MUST TRANSFER LATERAL LOADS TO THE SHEAR WALLS AND/OR THE ROOF DIAPHRAGM. 22. WOOD TRANS THAT DO NOT MEET INTERIOR LOAD BEARING WALLS MUST 13EE SHIM'1" ED. DO NOT PULL WOOD TRUSSES DOWN TO INTERIOR BEARINGS. 23. SUBMITTALS: ALL SUBMITTALS SHALL BEAR THE &WSWD SEAL OF A LICSOM STRUCTURAL ENGINEER IN THE STATE OF FLORIDA AND SHALL BE SUBMITTED TO CONTRACTOR FOR REVIEW PRIOR To WOOD TRUSS FABRICATION. a. SUBMIT SEALED WOOD TRUSS DESIGN CALCULATIONS AND PROFILES FOR EACH TYPE OF TRUSS WITH PERMANENT BRIDGING REQUIREMENTS. W SUBMIT WOOD TRUSS ERECTION PLAN, NCLU M CONNECTION DETAILS AND UPLIFT ANCHORS. cd SUBMIT WOOD TRUSS TEMPORARY ERECTION BRACING PLAN. dd MAINTAIN COPY OF SUBMITTAL ON JOBSITE. PROTECTION AGAINST TERMITES R318.1 Termite Protection termite protection shall be provided by registered tarmllleldes, 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 Sectlon 202, Registered Lon Iticide. Upon completion of the application of the termite protective treatment, a Certificate of Compliance shall be issued to the building department by the licensed pest control company that contains the Following statement: 7rhe building has received a complete treatment for the prevention of subterranean termites. Treatment Is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Serviced. R318.1.1 If soil treatment 1s 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. R318.I2 If boll treatment Is used for subterranean termite prevention, soil area disturbed after Initial chemical soil treatment shall be retreated with a chemical soil treatment, including spaces boxed or formed R318.13 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 sufficient depth to eliminate any planned soil disturbance after initial chemical soil treatment. R318.1.4 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 occurs before vapor retarder placement, retrsatmert 1s required. Any work Including placement of reinforcing steel, done after chemical treatment until the concrete floor Is poured, shell be done In such manner as to avoid penetrating or disturbing treated soil. R318.15 If soil treatment is used for subterranean termite prevention, concrete overpour 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.IA6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shell also be applied under all exterior concrete or grade within I foot (305 mm) of the primary structure eldewalls. Also, a vertical chemical barrier shall be applied promptly after construction Is completed, including Initial landscaping and Irrlgation/sprinWer installation. Any soil disturbed after the dgonical vertical barrier Is applied shall be promptly retreated. R318.1.1 If a registered to., iticide formulated and registered as a bait system Is used for subterranean termite prevention, Sections 111112119.1.1 through R310.Ib do not applyt however, a signed contract assuring the Installation, maintenance and monitoring of the batting 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 the slab, and the system 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 shall be deemed to constitute Installation of the system. R318.IB If a registered termiticlde formulated and registered as a wood treatment Is used for subterranean termite prevention, Sections R318.1.1 through R318.Ib do not apply. Application of the wood treatment tormitieide shall be as required by'labol directions for use, and must be completed prior to final building approval. R3192 Penetration. Protective sleeves around piping penetrating concrete slab -on -grade floors shall not be of cellulose -containing materials and, iF soil treatment is used for subterranean termite protection, the sleeve shall have a maximum wall thickness of 0.010 Inch (0.25 mm) and be sealed within the slab using non-corroeive clamping device to eliminate the annular space between pipe and the sleeve. No termiticides shall be applied Inside the elssve. P3183 Cleaning. Cells and cavities in masonry units and air gaps between brick stone or masonry veneers and the structure shall be 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 cells In foundation concrete masonry unit construction or clean earth fill placed In concrete maeorry unit voids below slab level before termite treatment Is performed R3I8.4 Concrete bearing IedgeBrtdk, stone or other veneer shall be supported by a concrete bearing ledge at least equal to the total thickness of the brick stone or other veneer whi i II which a poured Integra y 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 6111 plate or first block course horizontally to embed in a mortar ,joint. If masonry veneer extsnde below grade, a termite protsctivs treatment must be applied to the cavity created between the verger and the foundation, in lieu of a physical barrier. Exceptlon:Veneer supported by a structural member secured to the foundation sldewall In accordancaw with A0I530/ASCE 5/TMS 402, provided at least a h inch (152 mm) clear inspection space of the foundation eidewall exterior exist between the veneer and the top of any soil, sod, mulch or other organic landscaping component, ded5, apron, porch, walk or any other work Immedlately adjacent to or adjoining the btnucture. R3185 Foam plastic protection. Extruded and expanded polystyrene, polylsocyanurate and other foam plastics shall not be installed on the exterior face or under Interior or exterior foundation walls or slab foundations located below grade. The clearance between foam plastics installed above grade and exposed earth shall be at least 6 inches (152 mm). Exceptions: I. Buildings where the structural members of walls, floors, callings and roofs are entirely of noncombustible materials or pressure -preservative- treated wood. 2. Uken 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 wails. R318.6 Protection against decay and termitoo.Condansate Ulna, Irrigation/eprinider system risers for epray heads, and roof downspouts shell discharge at least I foot (305 mm) away from the structure sidewall, whether by underground piping, tall extensions 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 anoth s, roof. R318.1 Preparation of building site and removal of debris. R318.1.1 All building sites shall be graded to provide drainage under all portions of the building not occupied by basements. R3181.2 The foundation and the area encompassed within I foot (305 mm) therein shall have all vegetation, stumps, dead roots, cardboard, trash and foreign material removed and the fill material shall be from of vegetation and foreign material. The fill shall be compacted to assure 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 foot (305 mm) thereof. All wood forms and supports shall be completely removed. This Includes, but Ie not limited to: wooden grade stakes, forms, contraction spacers, tub trap boxes, plumbing supports, bracing, shoring, forms or other cellulose -containing material placed to any location where such materials are not cleariy visible and readily 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 we plate to Joist or 16d common 16" O.C. blockkA, face nail Top of bole plate to stud, 16d common 2 and nailed Stud to bole plate, toe nail 8d common 4 Doubled studs, face nail led common 24" O.G. Doubled top plates, face 10d common 1611 along each nail edge Continuous header to 8d common 3 stud, toe nail US sheathing or less to 8d conmon. 2 each bearing, race nail Over US sheathing to ad common 3 each bearing, face nail 5ulld-up comer etude 16d common 24" OL. Build-up griders and 20d common 32" O.C. at top beams up to three members and bottow and staggered 2 ends at each lice i/2" Gypsum Sheathing Il ga 1-1/2" 4"OL. at edges 1/16" head 8" or. at other bear . 5/8" G9pbum Sheathing II gal 1-3/4" 4"O.C. at edges T/16" head 8" or- at other bear . Gypsum Wallboard i/2" 1-3/8" drywall nail 1"O.C. on callings VOL. on walls 5/8M 1-1/2" drywall nail 70L. on callings 8"OL. on walls Hardboard Lap Siding, 13d corrosion resistant 16" O.C. at top Direct to Studs with minimum shank and bottom edges dia. or 009W inch and minimum head dia. of 0240 inch Hardboard Lap Siding, 10d corrosion resistant 16" OL. at top over sheathing with minimum "n k and bottom edges dia. of OPW Inch and minimum head dia, of 0240 inch Hardboard Panel siding, bd corrosion resistant 6" OL. at edges Direct to Studs with minimum eNrlk 12" O.C. at dia. of 00920 inch Intermediate and minimum head supports dia. of 0225 inch Hardboard Panel blding, 8d corrosion resistant 6" O.C. at edges Over to Sheathing with minimum shank 12" OZ. at dia. of 0D920 inch Intermediate and minimum head supports dia. of 0225 Inch AS PER FLORIDA BUILDING CODE 2010, RESIDENTIAL TABLE R301.2.1.3 AND ASCE 7-10 METHODS ULTIMATE WIND SPEED (MPH) 140 EXPOSURE CATEGORY B BUILDING RISK CATEGORY Il ROOF SLOPE Roof > 7 to 27 degrees INTERNAL PRESSURE ENCLOSED 0.18 COEFFICIENT TOPOGRAPHICAL FACTOR FLAT 1.0 MAXIMUM BUILDING HEIGHT 35 FT 3 2 3 3 2 3 � I I 5 5 21 G Ir<, I IN �1 1 I 2 I`J N N a 3 �2 13 3 1 2� 3 W 0 Roof - WIDTH EDGE STRIPS PS (a) 8 FT OPENING PROTECTION REQUIRED COMPONENT & CLADDING DESIGN PRESSURE (PSF) ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONES Area 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 ZONES 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 PRODUCT APPROVALS APPLIGATiON SIMP50N COMEGTOR FL APPROVAL No. GAP5 AND BA5E5 GG, EGG, PG, EPG FL 10&60 A13U FL 10&4q GONGRETE / MA50NRY GONNE.GTOR5 HU, HUG FL 10655 H6T, MBHA FL 10666 HD, HDQB, HHDQ FL 10441 DETAL, F6TR, HETA, META, HM, HTSM, H6AM, H6UM, L6UM, LTA, META, M5TAM, M5TGM, MT5M FL 11413 H6A10, L6T, M6T, M5TG, V6T FL 11410 HTT, LTT FL 114% HAN6ER5 L55U, L5U, THA k 10441 HHU5, H511L, HSUR, HU, HUG, IU5,IUT, LU, LUS, MU,51L, 5UR, U FL 10531 / FL 10655 H6U, H6UQ, 1­16%, HH15U, HHU5, HUGQ, HU5, LCA LU5, M6U, M5GPT, THA, TH6B, TH6Q, TH6K TH.II FL 11466 B, BA, HB, L13V FL III66 E6, 6B, 6L5, 6L5T, 6LT, 6LTV, H6B, H6L5, H6LT, %LTV, HHB, HHBD, HIT, HK HHI, HW1, IT5,I7 ME6, MIT, MSG, H, HI, W, WNPU, WR WPI, HPU, FL 10661 STRAPS AND TIES A, FG, 6A, HH, L, L5, LPT, Z FL 1044b FTA, H, H6T, HTS,LFTA, LT5, MT5, RSP, R5T, 50, SPH, 55P FL 10456 GMST, 05, FHA, H5T, L5TA, LSTI, MST, M5TA, M5TG, M5TI, ST FL 10&52 iae 2 X 4 BRACING AT SEAM ON INTERIOR FACE OF PANEL HOLES AT 9" OR 12" O.C. SPACING MAX. FOR FASTENERS, RE: NBC - TABLE R3012.12 FOR FASTENER TYPE HOLES IN CENTER OF PLYWOOD FOR PRESSURE EQUALIZATION 2" TEN GAUGE WOOD SCREWS TO FASTEN PLYWOOD TO BRACING 2 X 4 BRACING ON EXTERIOR FACE OF PANEL WOOD 5TRUGTURAL PANEL - OPENING PROTEGTION OPTION i/16" PLYWOOD t I N .� ,� • �,�5. s Nei 00 •• y lk:::: ❑ E 0 LU J Z_ o N p oo c 0 o ry c LU 0O W U m o N U _j a, a,m 'm W d Z_ m"Z�2ca OF �ouCIS Z Ur O o ,aX Z (, a u c w W Z g, me t a sW W J U) � 0 F z N z 00 OWo �Q W x- W� �0 2 XZ Ir �LL pz - Q W 0 W 0 QZ 0 Oz pin =OVO op ern WQC9 WIL- >F LIL ¢ 0 cn w XTn_j Waz zo W I- 0 5 0 Q 0 W mWz¢ ¢�Z Wes. o wW6 w mO z U)W_j ROLL (A~0 FQ(n U Z U) _W F Z c� cG G O U z z \W 0 U Q O U) J LL 0 0 U) 0 Q ^ C0 U z 0 09 Z -� W J = rJn V = F_ W U W 04 O F_ J 11 MINING FIRST ISSUE 12/04/13 SECOND ISSUE THIRD ISSUE FOURTH ISSUE ADDENDUM ADDENDUM 2 ADDENDUM 3 REVISIONS SEAL DATE SHEET 1/L V 1 1 LL. tl VLV. K.O. OR U-BLOGK TIE BEAM W/ 1 #5 BAR GONT. Ix4 NAILER 0 WINDOWS I xb 0 5L. &L. DR. WINDOW AND DOOR AS PER SPECIFICATIONS 1/2" GYP. BD. 0 WALLS ON Ix2 PO. FURRIN6 STRIPS 0 24" O.G. W/ ALFOIL INSULATION SEE FOOTING DETAILS TH15 SHEET AND FOUNDATION PLANS PRE-ENGINEERED HIP. ROOF TRU5SES 0 24" O.G. SEE TRU55 NOTES FOR REQUIRED CONNECTOR METAL DRIP EDGE T.O.M. ----- - ------- ELEV. VARIES TYP. FASCIA d SOFFIT 61, W. ROLLED WIRE OR FIBERSL. MESH PRECAST GONG. LINTEL 0 EA. MA5. WALL OPN6. - REFER TO LINTEL SCHEDULE #5 BAR VERT. REINF. HOOK INTO TIE BEAM ABOVE #5 BAR DOWEL W/ 10" 5TD. HOOK (LAP MIN. 25" W/ VERT REINF. BAR) ARCHITECTURAL FIN15H ON 8" G.M.U. WALL ----------------- MAIN FLOOR LINE REF. ELEV. TYP I GALL ONE STORY HALL SEGT I ON — A ONE STORY 502 NOT TO 56ALE FIN. FLOOR ON 4" GONG. SLAB W/ bxb-WI.4 x NIA W.W.M. (OR FIBERMESH) GLEANED, COMPACTED $ TERMITE TREATED FILL TYP. WALL GON5TRUG. MAIN FLOOR LINE REF. ELEV. 0'-0" dJ - z_ f FIN.6RADE LEANED, COMPACTED 4 —' TERMITE TREATED FILL cn 'Ik 3" MIN. COVER W FOOTING DIMENSION 8 REINF. W D NO. OF #5 GONT BARS ONE STORY Ib" 8" (2) TWO STORIES 1'-8" 1011 (5) STEMNALL FOUNDATION NOT TO 5GALE TYP. WALL CONSTRUC. TYP. 4" IN. GRADE GONG. 5LAB---\ MAIN FLOOR LINE _ -- BARS GONT.— REF. ELEV. 01-0" 3" 3 " MI GLEANED, COMPACTED, 8 COVE R TERMITE TREATED FILL ONLY USE MONOLITHIC FOOTING I„I FOR MAX DIFF. OF 20" BETWEEN EXI5TIN6 GRADE TO FIN15H FLOOR FOOTING DIMENSION d REINF. W D NO. OF #5 GONT BARS ONE STORY 1211 I1-8" (2) TWO 5TORIE5 I1-61 I'-811 (3) L MONOL I TH I G FOUNDATION i172 NOT TO 5GALE K.O. OR U-BLOCK TIE BEAM W/ (1)-#5 BAR HORIZ. GONT. KNOCKOUT BLOCK 0 UPPER LOWER T.O.M. PRECAST LINTEL W/ (1) 5 DIAM. W/ (1) 5 DIAM. POURED SOLID #5 BENT BAR 25" EA. WAY POURED SOLID INTO HORIZ. TIE BEAM 8 VERTICAL REINF. CELL UPPER T.O.M. _ PLAN _ — — — _ _ _,,.. PER PERIMETER BEAM/LINTELS PRECAST LINTEL DOUBLE KNOCKOUT BLOCK l LOWER T.O.M. - --Ilk OVER DOOR s WINDOWS LESS THAN 4'-0" SPAN EACH W/ (1) 5 L _ _. �_I : _ PER PLAN Gi C2 DIAM. POURED 1 - 7SOLID KNOCKOUT BLOCK KNOCKOUT BLOCK W/ (1) 5 DIAM. W/ (2) 5 DIAM. #5 BAR VERT. REINF. POURED SOLID POURED SOLID i• 1 IN FILLED CELL PaaRED G STEPPED MASONRY TIE BEAM SOLID SD2 NOT TO 5GALE PRECAST LINTEL PRECAST CON_ LINTEL PRECAST CONC LINTEL L W-O" TO V-0" SPAN V-0" TO 25'-0" SPAN 9'-O" TO 25'-0" SPAN SD2 G3 G4 PG5 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 5ETWEEN THE KO. BLOCK AND THE LINTEL FOR HIGH REQUIREMENTS. THE K.O. BLOCK ABOVE CAN BE THE SAME AS THE WALL TIE BEAM. NJ W LINTEL NOT TO 50ALE #5 (P IN CELL POURED SOLID IQ❑❑gip::: a�❑❑Q❑ M U [__1 El U� SEE FLOOR PLAN dop If Q II H 502 TYPIGAL MASONRY SHEAR HALL NOT TO 5GALE ' ND BEAM "U-BLOCK" (TYP) l f P VERT. FILLED CELL REINF. DOWEL W/ •- :I� BOND BEAM REINF. zv BOND BEAM REINF. T FILLED CELL ND BE AT CORNER CORNER BAR TYPICAL. d FORM AND POUR TIE BEAMS CONTINUITY OF TIE BEAM REINS. AT GOZNERS DETAILS NOT TO SGALE PRECAST GONG. LINTEL W/ It MIN. SEE SCHEDULEBEARIN6 0 EA. END 1 ' (1) #5 BAR HORIZ. IN 1 64ZOUTED P.G. LINTEL I II TG. REINF. (TYP) NOTE 2 II I �FOOTING (5EE SHT. #2) (I #5 BAR BELOWFORREINF I FOR 51ZE d TYPE) IN FILLED CELL 2!v IIUA NOTE: N a I CORNER BARS I. EACH JAMB OPENING TO BE REINFORCED W/ _— (1) #5 BAR VERT. IN GONG. FILLED CELL 2. PRECAST LINTEL FOR OPENING GREATER THAN OR EQUAL TO 6'-0" TO HAVE #5 BENT BARS INTO JAMB5 AS SHOWN VVERTICAL FILLED CELL 3. PRECAST LINTELS SHALL BE REINF. DOWEL AT CORNERS "GAST CRETE" OR EQUAL. GONTI NU I TY OF REINF. IN EOOTI NC S OOOE TYP I GA<L PREGAST LINTEL SD2 NOT TO 56ALE SD2 NOT TO 5GALE VERTICAL REBAR CENTERED IN CELL SEE PLAN FOR LOCATIONS. FILL CELL WITH CONCRETE OR GROUT. PROVIDE DOWEL TO MATCH VERTICAL REINF. FM O NOMINAL ND�: —REMOVE ALL PROTRUSIONS EXTENDING 1/2" OR MORE INTO CELLS OR GAVITIESTO BE GROUTED. — SPACES TO BE &ROUTED SHALL BE FREE OF MORTAR DROPPIN65, DEBRIS, LOOSE A66RE&ATE5, d ANY MATERIAL DELETERIOUS TO MA50NRY GROUT. TYR VERT. FILLED GELL J MASONRY REINF. DETAIL 502 NOT To scALE HOWER ENG. (TEMPERED 6L) 11 GONG. CURB 4" GONGRETE SLAB WITH FIBERME5H 8" x 8" GONG. FT6. 4" CONCRETE SLAB WITH FIECRME5H b" x 8" CONG. FT6 W/ (I) #5 GONT '' •' ,. .:A : • .:, ..�,: •., . � . : �� :., � :., ,. - _ ,... ASSUMED GRADE j \/� j/\//\j/\j/\/ \/ \/�\/\\`/� - ':::. :,•.' . ' ":' •`.': , �,.` .. , . _, ; e` ".':..'.::: , 411 811 �( TH I KENED SLAB EDC E 02 NOT TO SGALE j�( SLAB REGESS SEGTION \iiiSD2 NOT TO 5GALE MIN. 6" EMBEDMENT W/ 2" 50. x 3/16" WASH. (4 PER SIDE) $ AT 24" O.G. AT TOP x CEDAR TRIM 2xb PT WOOD JAMB-� &ARA&E DOOR CONSTR. AS PER &ARA6E DOOR MANUF'S SPECIFICATIONS Kl GARAGE DOOR DETAIL 5002 / NOT TO 5GALE A or 6 DETAILING DIMENSION ==3 Q b ;k OR 2\"MI (DETAILING DIMENSION 1 U BAR 51 ZE 1 &00 HOOK 90 ° HOOK Aor6 1_1 D Aor6 D #3 511 311 2 1/4" 611 2 1/4'1 #4 111 411 311 8,11 311 #5 711 5" 3 3/411 loll 3 3/411 #6 g11 6" 41/2" 1211 41/211 # 1 10" 711 5 1/411 14" 5 1/411 #5 II" 511 G11 1611 (oil #q 1511 II 3/411 q 1/2" ICI" 9 1/211 #10 1-11' 13 1/4" 10 3/4' 2211 10 3/411 rF STANDARD HOOK SD2 NOT TO 5GALE .` •• \ �` r .ao 0 8 C� Z W a o�N o 1.1.. L.L d'� OC m c � �n W V W ^ V M N m N U rn m m w _Z62 LL m m N 0F�`°w� Z U O o30� Z U ; L" c a 11J Z co 141 0A�� A-, r TK, eCo.— Ju. l.L Q o o J EoQ � F- z Z N Z Ow Q 2z 0 � Q LL > I.- cn =Z=� w = o �� WW _Q=w �Z3p OW 0z =(F)v0 pcn Op zicn �Wzv wp IL�JZ Flap Q0 (nw W(L H ft_J � U) J Z Z zo H ww— w>m0 w �wQ _W°LL ��Q WWO �aai U Z U) W Z C� G 0 U Z Q w 0 U Q 0 O U) J ILL 0 U) Q U) C0 0 Lli � Z 0 09 z J w J < - J C� = w � U W c14 O FIRST ISSUE 12/04/13 SECOND ISSUE THIRD ISSUE FOURTH ISSUE ADDENDUM ADDENDUM 2 ADDENDUM 3 REVISIONS SEAL DATE SHEET SD2 FLEXIBLE FLASHING WEATHER RE515TANT BARRIER EXTERIOR FACADE R161D FALSHINC 5EALENT BEAD .WINDOW FASTENER (5EE WDW INSTALLATION DETAIL) -WOOD FRAME HEADER DRYWALL SEALENT BEAD iEALENT BEAD SILL EXTERIOR FAG - - FLEXIBLE FLA5HIN WEATHER RESISTANT WINDOW FASTENER (SEE BARRIER INSTALLATION DETAIL) ALENT BEAD SILL HEADER DETAIL HOOD OPENINGS 5EALENT BEAD mt g4►lA;,3 fi SIMPSON 5P2 o EA STUD - BLOCKING TYP. FOR ALL INT. PARTITION - WALLS AS WELL SIMPSON 5PI• EA STUD TRU55 STRAPPING PER 2x STUDS AT 16" D.G. (1) ROW OF 2x BLOCKING 0 MID HT FOR WALL HT 0 &-b" 4 LESS. -OR- (2) ROWS OF 2x BLOGKIN6 ® 3rd PT5 FOR WALL HT 0 &'-b" 4 H16HER. 2x P.T. 50LE PLATE 1/2",V x &" 'J' BOLT SPACED 0 24" 0/0. MINIMUM 6" EMBEDMENT 2" DIAM. X 3/I6" WASH. (SEE NOTES FOR ALTERNATE BOLTS) #5 REBAR CONTINUOUS B 1 BRO. FRAME HALL SEGT. (UPLIFT) DOUBLE TOP PLATE 13LOGKIN6 TYP. FOR ALL INT. PARTITION WALLS AS WELL FLOOR TRU55 5TRAPPIN6 2x STUDS AT 16" O.G. (1) ROW OF 2x BLOCKING ® MID HT FOR WALL HT ®8'-b" 4 1 F55. -OR- (2) ROWS OF 2x BLOCKIN6 ® 3rd PTS FOR WALL HT o 80�00 4 HIGHER. 2x P.T. SOLE PLATE 1/4"x4" TITEN OR TAPGON5 SPACED • 12" O/C. (2) #5 RE 5AR GONTINUOU5 SEE FLOOR PLAN FOR 51 ZE OF 5TUD5 BRO. FRAME HALL SEGT (NO UPL I FT). \_PRE55URE TREATED 5UGK5TRIP (MIN 2 1/&" A5 SHOWN SHIM AS SHOWN WINDOW FASTENER (SEE WDW INSTALLATION DETAIL) 2"x 4" GOLUMNS W/ (1) ROW OF STA66ERED Ibd 2"x 6" OR 2"x 6" COLUMNS W/ (2) ROWS COMMON WIRE NAILS (D = 0.162", L = 3 1/29 OF STAGGERED Ibd COMMON WIRE 5EALENT BEAD NAILS (D = 0.162", L = 3 1/2") WINDOW SILL d NOTES: I. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4. FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAS SEALENT BEAD PRE-GAST 51DE5 OF THE COLUMN 50REW5 OR EQUAL (5PAGE A5 SHOWN FOR a • R• CONCRETE SILL 3-PLY) 2. ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION 5. FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LA& SCREWS OR EQUAL (SPACE AS SHOWN FOR 3. FOR 3-PLY, COLUMN SHALL BE NAILED A5 3-PLY) 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 NDS SECTION 15.3 FOR ADDITIONAL 5D3 NOT TO SCALE ROWS, SAME SPAGIN6) INFORMATION NOTE: AN ADDITIONAL ROW OF TAPE 15 NEEDED IF THE TAPE 15 TOO NARROW TO COVER ALL EXP05ED NAILS IN THE NAILING FLANGE. FLA514INC TAPE POL MITEYSR COVERTYRENE FLA5HIN6 TAPE WINDOW FLANGE POLYSTYRENE WINDOW FLASHING NOTES: MITER COVER STEP #1 CAULK WINDOW OPENING EDGE PRIOR TO SETTING WINDOW. STEP #2 HOU5EWRAP TAPED TO FLANGE BOTTOM. STEP #3 GUT HOUSEWRAP DIRECTLY ABOVE NAILING FLANGE 4 OVER51ZE GUT 6" BOTH SIDES OF WINDOW FLANGE. STEP #4 COVER OPEN NAILING FLANGE MITER W/RED HOUSEWRAP TAPE. STEP #5 INSTALL FLA5HIN6 TAPE 2 51DE5 WITH TOP OF TAPE FLASHED UNDER HOU5EWRAP. WIDER OR ADDITIONAL 51DE TAPE MUST BE INSTALLED OVERLAPPING ONTO THE WINDOW FRAME TO COVER SEAM AND SCREWS AT NULL. STEP #6 INSTALL FLASHING TAPE AT TOP. rF� TYPICAL WINDOW FLASHING IN FRAME NOT TO SCALE TRIM MOLDING DOOR JAMB #12 X 3" SCREWS 016110.6. SHIMS 2 EA. Ibd NAILS 2X FRAMING o b" O.G. 1' \ DOOR JAMB DETAIL - HOOD NOT TO SCALE LANCE LANCE TAPE TYP I GAL STUD GOLUMN AND JAGK NAILING NOT TO SCALE 1/2" DENSE GEILIN6 BOARD DRYWALL - Ixb 5LOCKIN6 EXTEND 20" MIN. PAST WINDOW OPENING AT EACH SIDE WHERE POSSIBLE - IX FT TEMPERED NOTE INSERT TRACK FROM OUTSIDE FACE OF BLOCK SEE LINTEL SCHEDULE GAS- GONG. LINTEL w/ 1-#5 CONT. OVER DOOR OPENING R TRACK -11 ( FLOOR PLAN INSIDE115E TSIDE T TRACK IN A FULL D OF CAULK SEE FOUNDATION PLAN NOTE: SEE FLOOR PLAN FOR 5LIDIN6 6LA55 DOOR APPLICATIONS USED TYP. 560 SEGTIONS cjp�/ NOT TO SCALE DOUBLE 2 x 12 HEADER w/ 1/2" FLITGH PLATE UNLESS OTHERWISE NOTED 2-ROW5 16d NAILS STAGGERED O 16" O/C EACH FACE OR 3-ROW5 Ibd NAILS 5TA66ERED ® 16" O/C, FOR 2"xIO" OR GREATER HEADER (2) SIMPSON LSTA24 UNLESS NOTED. OTHERhU5E FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/ (2) Ibd ® 16" 0/6 UNLESS NOTED OTHERWISE rSEE STUD NAILING 2x STUDS TYP. DETAIL DOUBLE 2x CRIPPLE STUD UNLE55 OTHERWISE NOTED ON PLAN SIMP50N LTTI9 W/ 1/2" HILTI KWIK BOLT II ANCHOR W/ 6" EMBEDMENT UNO PT BOT. PLATE p NOTE: HEADER / P05T CALLOUT5 / ON FLOOR PLANS TAKE F EGEDENGE OVER THE INFORMATION SHOWN ABOVE. TYP. FRAME OPENINGS AT BEARI NC HALLS - I ST FLOOR NOT TO 50ALE ASPHALT SEALANT: 12" MIN. r----------------------------`I II ASPHALT BASED EXTEND MIN. 6„ ABOVE CALV. MTL. SEALANT APPLIED FLASHING • MI "L" FLASHING BEHIND FLASHING I DIVERTER I AND EXTENDING A I I FLASHING ROOF MATERIAL I MINIMUM OF 6" ABOVE W I z VERTICAL RISE OF FLA51F41N6 DRIP ROOFING FELT ROOF CRICKET: VERTICAL I AT KNEEWALL EDGE `�.. MIN. 3:12 5LOPE KNEE WALL I (REQUIRED AT I < I FASCIA ALL LEVEL VALLEY LOCATIONS) I TER I F16URE I: FLASHING INSTALLATION AT KNEEWALL STOP (5EE FIGURE 3 FOR MORE INFO) ROOF 6" X 18" HORIZONTAL \ I MATERI - 6ALV. FLASHING cow.I ASPHALT SEALANT: I cV SEALANT I EXTEND MIN. 6" ABOVE I I I FLA514I N6 1 6" HIGH " TO 12" PER- \ I DIVERTER PLAN SPI=G'S I FLASHING 6" MIN. ALV. 'L' FLA5HIN6 TYPICAL DRIP EDGE NOTE: I THIS DETAIL 15 REQUIRED AT ALL I VERTICAL WALL INTERSECTIONS FASCIA WITH ROOF VALLEYS 4 ROOF CRICKETS. l --- ---------------------------- F16URE 2: FLASHING AT CORNER DETAIL FIGURE 3: FLA5HIN6 DETAIL AT CRICKET/ KNEEW_Ai L INTERSECTION M TYPIGAL FLASHING DETAILS 5D3 NOT TO SCALE MA50NRY WALL BRICK MOLDING DOOR JAMB 5/16 X 3" TAPGON5 ® 16" O.G. W/ 1 1/4" EMBEDMENT SHIMS P.T. FURRING ' Q DOOR JAMB DETAIL - MASONRY ;rX31 NOT TO 50ALE 1/2" PLYWOOD ENGINEERED WOOD TRUSS 24" OC 1/2" PLYWOOD 4-I6d NAZI CLINCHED CHIMNEY FRAMING D SIMPSON 145 AT EA JOINT (TYP) 1/2" PLYWOOD 2 "x 4" • 24" O.G. BALLOON FRAME SIMPSON MT6122 • EA CORNER OVER DOUBLE 2"x4" BLOCKING (ATTACH BLOCKING TO TRUSSES W/ SIMPSON A34 TYP) IOd COMMON ® OC 4-IOd COMMON Nam: REFER TO INTERIOR BEARING WALL DETAIL 4" GONGRETE SLAB WITH FIBERMESH •:.. .:.. X& FRAME 2HEADER (2) 2XI2 BEAM OR AS PER FRAMING PLAN ml, 1/2" PLYWOOD TM w/ SSi UCCO DRYIOR WALL OUTSIDE FACE INSI1zE DOOR TRACK (SEE FLOOR PLAN SET TRACK IN A FULL BED OF CAULK SEE FOUND TION I-} TOP PLATE FASTENERS 5D3 NOT To SCALE 4-Ibd GOM.-�/� DOUBLE TOP PLAIbd GOM. DOUBLE STUD I b" OG PT BOTT. PLATE 2-&d GOM. 2-bd GOM. rK DOUBLE END STUD SD3 NOT TO SCALE GOLD JNT. 6ARA&E SLAB ��LL (:2)-*5 REBAR CONTINUOUS S GARAGE STEP DONN SEGTION f�3 NOT TO SCALE 2X& FRAME SEE FRAMING HEADER FOR BEAM SIZE INTERIOR 1/2' PLYWOOD DFR�YEWAL L AL w/ 5�TUC4rOLATH ALT. BY-PA55 5.6.0. HEAD D TYP. POCKET 560 SEGT I ONS jDF31 NOT TO SCALE CONDUIT 1-1/2" OR GREATER SIMP50N #553 5IMP50N *551 J STUD SHOE SD3 NOT TO SCALE DOUBLE �'^�---2-I6d GOM. TOP PLATE � PT BOTT. PLATE N END STUD INT. SD3 NOT TO SCALE / ABOVE STRAP PER ROOF FRAMING PLAN REG. TYP. DOUBLE TOP PLATE 51MP50N SP2 AT TOP I6" 0 EA. STUD O.G. 2 x STUDS 0 16" O.G. I/2" x 6" WEDGE ANCHOR BOLTS 0 24" O.G. (FRAME TO BLK) w/ 2"° x 5/I6" WASHER 5IMP50N 5PI AT BOT. 0 EA. STUD T. SOLE PLATE REF. ELEVATION 01-0" FIN. R-R. SEE INTERIOR BEARING WALL FOR ADDITIONAL INFO BRO. FRAME TO GMU HALL 5EGTION NOT TO SCALE /ff"Xr� I -. �,ifG 1•lS S'poi � � • fe pp Y ••� 0 0 � /V w .J Z N 6 o . 2, 9 EQ L•LJ MN�N C 0 W atr �Mw Z w Z U O ova, . Z 0 aLL W Z co M1`'�S g'/ u, 9� w �a a R t t �".y•7 lL af U ~c,Q o E- z Z N Z 00 Z W w 0 =- � a W� �o = z = 0 z OLL0 _Q-w �p OLL QZa Z oU) =CVO 00 Jcq } Wa0 Jw il- D LL J z a 0 N W Fcna. p wa> H W=2-i pQZ Z0 O� O w m wza <p -z of o w W W w 0- W w>000 z�¢ O 0 ��¢ =zI-tJi woo F=-Q0 U z w z CD GC G 0 U N z Q z w 0 U Q O U J LL 0 0 0 a Q - U) U w z 0 09 z Lu J J U Q (V w O J U) FIRST ISSUE 12/04/13 SECOND ISSUE THIRD ISSUE FOURTH ISSUE ADDENDUM ADDENDUM 2 ADDENDUM 3 REVISIONS SEAL DATE SHEET \11 I II \ i1 II -__�\\ \\\ III\\\ \\\ III � II \���\�� IIN\ \\ \1\ III \\\ N\ III NO II PRE-ENG WOOD TRUSS (TYP) II \ \11\IIIIII\\ \\\\\III \\\ `\ w,,\\\ \� •�\\ \` \\ 11f I I \\\ � I \\ \\\ III \\\ \ \\\ \\\%. `\kk v\ \\\`� \\ , \\ III\\ N \\ 5 \\\ \\\ \\ \\\I II\M \\ I I \\\\ \\ \\ \\ \ \ \\\ I 0\ ` \\\ I \\V I \\ \\\\ \\ \�\ \\ ``\\ \\III\�\\ `\ \\\ `\0 SECURE RIDGE BEAM TO �\ \�\\\ ` GIRDER W/ 51MP5ON HU526 JOIST SEAT 4 2x4 COLLAR TIE MID -HEIGHT o 61RDER. PROVIDE (5) 12d NAILS \ \\\ \\\\\ EA END \\\\\\ CONTINUE 5HEATHIN6 \ \\ BELOW CONVENTIONAL `\\\ \\`\\ FRM6 a ATTACHED STRUCTURES WHICH ARE ONLY PARTIALLY ENCL05ED SUCH AS ENTRYWAYS AND PORCHES 2"xb' NAILER ATTACHED TO BLOC` W/I/4x3" TAPGONS a b" OG 254' 616'OC TOP AND BOTT SIMPSON H5 a EA RAFTER ALUMINUM DRIP EDGE Ixb OR 2xb SUB -FASCIA UNDER AL.UMNINYL FASCIA VENTED ALUM./VINYL SOFFIT SIMPSON SP20 EA. STUD .- lip �.. 5/4' PLYWOOD SHEATHING W/ bD COMMON OR H.D.S. BOX NAILS a 4' O.G. a EDGES t INTERMEDIATE W/ 2x4 BL.OGKING AT JOINTS EXTERIOR FINISH AS PER ELEVATIONS SIMPSON 5PI STUD TO PLATE SIMPSON M5TA3b FROM STUD TO JOIST BELOW RELATIVE F.F. ELEV. Ob' OVERHANS PER ELEV.. NOTE5: 0 ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: UP TO 8'-O" ........... 2xb 8'-0" TO 12'-0" ........... 2xb 12'-0" TO I5'-0" ........... 2x10 I5'-0" TO 18'-0" ........... 2x12 ORIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. 2 SECTION 5IZE SHALL BE 2" (NOMINAL) LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 5IZE OF 2x12 FOR 2x12 RAFTERS. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2XIO. 3 IT SHALL BE FASTENED A5 SHOWN W/ 51MP50N MSTA24 TEN51ON STRAPS a EACH TRL55 U51N6 (14) 8d NAILS. INSTALL THE STRAP BY GUTTING A HOLE INTO THE 5HEATHIN6 0 EACH SIDE OF TRU55 AND THREADING THE U-5HAPED STRAP FROM BOTTOM OF TRU55 TOP CHORD TO TOP OF CLEAT. \ SECURE RAFTERS TO CLEAT U51N6 51MP50N L540 i. 4) FOR 2x12 RAFTER5, (10) 8d NAILS FOR 2x10 �J RAFTERS, (8) bd NAILS FOR 2x6 RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2xb RAFTERS W/ SPANS LESS THAN 4'-0" SHALL BE TOE -NAILED TO CLEAT W/ (8) IOd NAILS. 5 SECURE RAFTERS TO RIDGE BEAM U51N6 51MP50N LJ526 SLOPING JOIST SEAT. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED TO RIDGE BEAM W/ (8) IOd NAILS. GONVENTIONAtUVALLEY FRAMING ISOMETRIG W;�4�;W . LINTEL /A551BMBLY AS PER FLOOR PLANS AND LINTEL SCHEDULE 51t- 5 U624 GYPSUM SHEATHING DIAPHRAGM USE TYPE 'W' SCREWS a 12'O.C. IN FIELD AND a b'OZ. AT EDGES. VEIL TOP PLATE HEADER As PER FRAMING PLANS - MINIMUM DOUBLE 2X& i� � j_rr4! c T1:%0mi�m 7r�i:nn 2X4 STUDS PER FLOOR PLAN a 16" O.G. (ALIGNED W/ JOISTS BELOW R-II INSULATION SINGLE P.T. BOTTOM PLATE W/(2) 1/4'x 5' LAG SCREW TO EACH 2X& JOIST BELOW 2Xb P.T. JOISTS a 12" O.G. W/ R30 INSULATION ATTACHED TO PLATE W/ SIMPSON HSAIO (ALIGNED W/ STUDS) SINGLE P.T. BOTTOM PLATE W/12'X 10" LONG ANCHOR BOLTS W/ STD NUT AND WASFIE'R o l6' O.G. b"Xb"Ab" C U AS REQUIRED ALL GROUT FILLED Nil SIMPSON METAI2 MA50NRY 51MP50N MSTI6 ® FRAME WALLS (TYP) (2) HETA20 U.O.N. HIP FRAMING % J (2) Ibd PER JOINT MINIMUM 2"x4" GROSS BRAGIN6 (SEE PLAN FOR LOCATIONS) rF�NGR055 BRAG IN 6 �P4 1/2" PLYWOOD W/ 80 NAILS a 4" O.G. AT ED6E5 AND 10" INTERIM. 2" SUBFAGIA—III/ 2 "x8" BLOGKI N6 a MID 2"xf-w6TI@,t. 1/2" PLYWOOD W/ bD PRE-ENGINEERED TRUSS AT 2'-0" C iEE TRU55 LAYOUT -51MPSON 5P2 SIMPSON LTTIq a EA END _,-- 51MP5ON 5PI NAILS a 4" O.C. AT - - - ED6E5 AND 4" INTERIM. 1/2" 0 xb" ANCHOR BOLT 0 52" O.G. I KNOCK -OUT BLOCK W/ #5 0 POURED SOLID ( 1 FRAMING ABOVE TIE BEAM WINDOW I$ DOOR MOUNTING - MASONRY - ELEVA\TION5 ARCH -CIRCLE TOP - I ccc TuA►i z• coAu SEE FOOTING DETAILS �1?4 . . FOR FooTIN6 TYPE AND slzEs rF�HINDON 4 DOOR MOUNTING - FRAME - ELEVATIONS D SEGTION THRU BAY WINDOW SD4 03 NOSING BAR TYP. EA 10 STEP THREAD, RISER AND ` g NOISING DIMENSIONS AS PER ARCHITECTURAL CAST IN PLACED PLANS AND SECTION CONCRETE STEPS A d 04 • S" O.C. • BOTT TOP OF SLAB (TYP) 04 • 12" O.C. HOOK INTO CMU WALL W/ FILLED CELL EACH END (TYP) a e - d FOOTING AND PAR FOUNDATION PLANS K TYPIGAL GONGRETE STAIRS �04NOT TO SCALE 6ABLE END TRUSS (WEBS REMOVED FOR CLARITY) 2x6 5UB-FASGIA- OUTLOOKERS 0 24" O.G. ARROW INDICATES LONG DIR. OF PLYWD. ° ° °° PLYWOOD CLIPS TO BE INSTALLED AT ALL °° LOCATIONS WHERE 5HEATHIN6 SPANS 16" ° 0OR MORE AS PER APA REQUIREMENTS. DOUBLE CLIPS TO BE USED WHERE SHEATHING PANEL5 o °9% 0.ARE GUT TO 24" IN LENGTH OR LESS. ° o ° ° o , o °° ♦ �� ° X = IOd COMMONS OR 8d RING SHANK 0 4" O.G. ON EACH SHEET OF PLYWOOD 0 = IOd COMMONS OR 6d RIN6 SHANK ® 6" O.G. ON EACH SHEET OF PLYWOOD p = IOd COMMONS OR bd RING SHANK 0 b" O.G. ON EACH SHEET OF PLYWOOD NAILING 5GHEDJGABLE 50ALEs N.T.S. TYPICAL ROOF SHEATHING NAIL PATTERN NOT TO SCALE 0 = bd ® 6" O.G. ON EACH SHEET OF PLYWOOD NAILING 5GHED./HIP SGALE, N.T.S. NOTES: I. SEE STANDARD MOUNTING DETAIL. 2. IX8 P.T. ANCHORED TO LINTEL AND WALL W/ 1/41IX2-1/4" TAPGON ® b" O.G. 3. ANGLED 2X4 NAILED TO PLATE W/(2) Ibd NAILS AND COVER W/ 1/2" PLYWD OR -1/16" 055 W/8d NAILS a 4" O.G. (EXTERIOR AND INTERIOR 51DE5). 4. ANGLED 2X4 NAILED TO PLATE W/(2) Ibd NAILS. 5. 2X4 GRIPLE VERT STUDS 08" O.G. AND AN6LE5 NAILED TO PLATE H/(2) Ibd NAILS AND COVER W/ 1/2" PLYWD OR 7/lb" 055 W/8d NAILS 0 4" O.G. (EXTERIOR AND INTERIOR 51DE5). 6. DOUBLE 2X4 VERT AT EACH SIDE OF WINDOW SHAPE CHAN&E5, ATTACHED TO TOP PLATE W/ SIMPSON L530 d M5TA12. 7. 2X4 GRIPLE VERT STUDS ®b" O.G. NAILED TO PLATE W/(2) Ibd NAILS AND COVER W/ 1/2" PLYWD OR 7/16" 05B W/bd NAILS ® 4" O.G. (EXTERIOR AND INTERIOR SIDES). 6. DOOR OPENIN6 AREA (TYPICAL) NOTE-5: O ATTACH FRAME A5 PER MANUFACTURER'S. O IX8 ANCHORED TO HEADER W/ Ibd NAILS ® 12" O.G. O ANGLED 2X4 NAILED W/(2) Ibd NAILS AND COVERED IN 1/2" PLYWD OR 7/16" 055 W/bd NAILS 0 4" O.G. (EXTERIOR AND INTERIOR SIDES). O ANGLED 2X4 NAILED W/(2) Ibd NAILS. O 2X4 GRIPLE VERT STUDS ®b" O.G. AND AN6LE5 NAILED W/(2) Ibd NAILS AND COVERED W/ 1/2" PLYWD OR 7/16" 0515 W/8d NAILS ® 4" O.G. (EXTERIOR AND INTERIOR 51DE5). O DOUBLE 2X4 VERT AT EACH 51DE OF WINDOW SHAPE GHAN6E5, ATTAGHED TO TOP PLATE W/(2) INVERTED 51MP50N HIO'S. I� 2X4 GRIPLE VERT 5TUD5 ®b" O.G. NAILED TO PLATE W/(2) Ibd NAILS AND COVERED IN 1/2" PLYWD OR 7/16" 055 W/bd NAILS 0 4" O.G. (EXTERIOR AND INTERIOR SIDES). O DOOR OPENING (TYPICAL) O.S B.. W .J A/G SHELF DETA I L �04 5 I �11"; G Nr ..F i 1 • OO ASS SNOT ••�i a •• � '�"`YF`iiE iEIE:IEiEs's:y, .. ` . .>.. N .. Z � • C ��i�if�fff\f E 0 W a o� X O N C Onao4 �omv> ° Ill W Q�� F- Z �md) °�; W Z (D O J O ccd Z U a� W Z 2�%1'svvGGla�� avo a w LL a w J tz U) pow Z N Z Op 0 W , w N Q w= p izI-W mLL 0z �Z�w p 00 LLC9 p ¢ =FnVO ~WZV 00 �(n LL ZFn wI- jE✓ �pJZ Q0 (n W 1-�dp war I- W I-J C%pQm p Q Z Z0 ZR_0 _ � W m z¢ o1-z WLu oo W>mR ZDa �Wa 0 =wO�_LL W fnU)La I-Q U z U w z C� cG G 0 U z z w 0 U Q 0 U) QLL w U z Q U U z 0 09 z _jw J < _I (7 = W F U � W N o U) Lj FIRST ISSUE 12/04/13 SECOND ISSUE THIRD ISSUE FOURTH ISSUE ADDENDUM 1 ADDENDUM 2 ADDENDUM 3 REVISIONS SEAL DATE SHEET SD4 GENERAL NOTES: SERIES 570 2770 & 287U LARGE MISSILE IMPACT -RESISTANT VINYL, REINFORCED SLIDING GLASS DOOR 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. ALL RIGID WHITE OR TAN PVC AND COMPOSITE REINFORCEMENT MANUFACTURED BY VISION EXTRUSIONS,'LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 1.1118" NOM. 1-if18' NOM, 2 GLAZING TYPE OPTIONS: - - - 0 S. FROM EXTERIORTOINTERIOR - T-TE P R H -H ( ), _ M E ED, S EAT STRENGTHED, AN -ANNEALED, 5Ga,090 DUPONT - - 7116"AIRSPACE - 7/16'AIRSPACE 5ENTRYGLAS (FORMERLY KNOWN AS SENTRYGLASO PLUS), PVB=,090" DUPONT BUTACITE PVB: GLASS TYPE A: 3116" HS GLASS + .090" SG INTERLAYER + 3/16" HS GLASS + 7/16" AIR SPACE + 3116" T CAP ins' Hs GLASS 3116' AN GLASS GLASS TYPE B: 3116" HS GLASS + -090" PVB INTERLAYER + 3116'AN GLASS + 7116" AIR SPACE + 3116" T CAP WI6' HS GLASS 3n6• HS GLASS GLASS TYPE C: 3116" HS GLASS + ,090" PVB INTERLAYER + 3/16" AN GLASS + 9/16' AIR SPACE WITH HEAT -MIRROR FILM + 3/1B" T CAP APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING M. 4exT, INT* 4E_XT. INT.► DUPONT ,090" DUPONT 3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 6. ALL WOOD BUCKS LESS THAN 1-92' HICK ARE TO BE SENTRYGLASS - •090' PVB 3118` T GLASS 7/ 8' 3116' T GLASS CONSIDERED iX INSTALLATIONS. _ - 1 D ALLATIONS. 1X WOOD BUCKS S A 1 O U K RE OPTIONAL IF NIT IS INSTALLED ' 1 T! 6 - U S LED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO HE II NOM 7 NOM 76 STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 1 -. r 718, - 8 79 7/&• � 79 I 0 I J 4) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN„ (DONE BY OTHERS} GLASS 37 GLASS j it (MAX. W4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND NOA DRAWING MAP TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FBC. 1 2 r % 71 7 SHEET 3 3 GENERAL NOTES .......... 1 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO GLASS TYPE "A" GLASS TYPE "B" GLAZING DETAILS ......... 1 ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1, SHEET 6. PROPER SEALING OF ENTIRE ASSEMBLY 15 THE RESPONSIBILITY OF OTHERS AND IS SG LAMINATE, PVB LAMINATE, ELEVATIONS.. ................2-4 BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSULATED GLASS INSULATED GLASS HORIZ, SECTIONS ... ...... 5 VERT, SECTIONS ..........6 6) DESIGN PRESSURES: IS/16" NOM. ACCESSORIES...............7 A. NE GATIVE DESIGN LOADS BASED N TESTED O ES ED PRESSURE AND GLASS TABLES E130 4. T M 0-0 - DESIGN PRE 8-8 9/76" AIRSPACE S$URES,.,. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-04. 3/16 nN GLass EXTRUSIONS ..................10 7 THE N PARTS LIST... .................11 AN CHORAGE METHODS n OD5 SHOWN HAVE BEEN DESIGNED TO RESIST T 3 8 HS GLASS ) S HE WINDLQADS CORRESPONDING TO THE REQUIRED DESIGN _ CONFIGURATIONS........12 HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. HE 1.6 LOAD DURATION FACTOR WAS ` .PANEL TYPES................. 13 PRESSURE. THE 33113% STRESS INCREASE USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL HEAT-MLRRQR FILM MEET HE REQUIREMENTS OF HE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 4EXT i INN,► 3116" T GLASS 8) SHUTTERS ARE NOT REQUIRED. DupoNT.Dec'Pve , 7116" 1 NOM �41 0) ALL DOOR CONFIGURATIONS, UP TO 8 PANELS AND/OR 4 TRACKS, ARE QUALIfIED, SEE SAMPLE CONFIGURATIONS ON SHEET 12. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. 10) REFERENCES: TEST REPORTS FTL-6337 & 6338; EXOVA-10-002-792(A) & 10-006-10231; CAMBRIDGE 535753-09; ELCO ULTRACON NOA #07-0425.D1; ELCO CRETEFLEX NOA #03-0225.05: VISION EXTRUSIONS, LTD. WHITE PVC NOA #10-0420.06, TAN PVC NOA #11-0902.10; ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL DoorSize Configuration Design Certification Numbers Width Height (+) psf (-j pef 241" W. XXXX 60 60 190 265, 771 20y, 120" )000(w/astragal 60 65 190-267, 774 203' 9T XKKX W/astragal 60 60 190-263, 770 241" 96" )0= 80 80 190-787 203' 96" XXXA w1astragal 80 80 190-264, 772 203' 96" XXXxw/aSlragal g0 90 190-266, 773 DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 8 & 9 LARGE 8 SMALL MISSILE IMPACT 1 71Wr r80 GLASS BrTH 37 I � 1 2 i 3 GLASS TYPE "C" PVB LAMINATE, INSULATED WITH HEAT -MIRROR FILM GLASS INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE i t t I I 1 I t 11, RPVWdey: UAW LYNN utz' , SLIDING GLASS DOORS MAYBE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B OR C, USE TABLE SHEET \��"I . `c1,• �G5NS5 ~ * 4, 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN �� :: Re 6edBy;N„L, PRESSURE IS ABOVE 80 PSF, OTHERWISE USE TABLE 2, SHEET 8. ins 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH, WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UP TO THE NEXT LISTED SIZE _ - =_ (� tin 3) CHOSE WHICH ANCHOR OPTION (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE 1, SHEET 6, ' O '•. I t +� 41� GENERAL NOTES & GLASS TYPES J ROSOWSKI ALONG THE APPROPRIATE MINIMUMEMBEDMENT EDGE DISTANCE THE � OP.-'' �it F_ 10 01 NMOGYD VE Title: Dols: 4) FROM HITH E DESIGN PRESSURE TABLES (TABLES 2-4, SHEETS &). VERIFY THAT REQUIRED DESIGN PRESSURE IS OR %� „. �"INYL SGD INSTALLATION GUIDELINES 11J18/10 MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. ��`SS/ONA� t` P.O.oeoxr52B 5) INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. 7///r'I t }\t� NOKOMA FL 34274 aeteeAlodet ahaa OrawhgNO. tar 6) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET T. A. LYNN MILER, P.E. P,E.# 58705 aFAtliH. r2B29B 570J2770I2$70 NTS 1 OF 13 FLA-SGD570-01 - - - DETAIL 1 DET�L2AS CONCRETEICMU TYP. ANCHOR TYPE, EMBEDMENT AND EDGE PER ANCHOR DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 REQUIREMENT DISTAM1ICE -+I ,-36 ASTRAGAL ADD.ON I �.i NON-STRUCTURAL ASTRAGAL ADD -ON F TURAL f A D REIN . ! 30 / ANCHOR i EMBED: " • f -_ ` #70 X 2-1t2^SMS C5�-`. REINFORCEMENT SCREW; 5 MENT )"' OPTIONAL',, PERASTRAGAL, �_ \� i 1 6JEQUALLY-SPACED AND 7- 1/4' ( rho _ # j FROM ENDS (FACTORY •v fh� -%: - C"-`�-"`r L-u'` r v ' INSTALLED). 6�7 EXTERIOR POCKET ASTRAGAL P-HOOK15 LOCKSTILE PANEL WIDTH FOR LOCKSTILES, - C - ----- ASTRAGALS, _ FIXED STILES AND 114"MAX, r HORIZONTAL ..� EDGE SEE NOTE9 DISTANCE f BELOW 1 FOR TYP, ANCHOR TYPE 2-31W ROW INTERLOCKS EMBEDMENT AND EDGE SPACING, ONLYDISTANCE PER SUBSTRATE, 1�- �'�� SEE TABLE 1,SHEET 6 �EJ 2X WOOD BUCKSTRIP OR FRAMING, SEE TYP AN NOTE 4, SHEET 1 - AND EDGE EDGE SEE TAB 1 -I DISTANCE ly EMBED- MENT RHOOK / I 45 REINF. r PLATE (12' LONG, @__� ----I PANEL MIDSPAN - l46 P-HOOK REINF. PLATE SMS, KET #10 X 1-1W P-HOOK W Q 2.5/8. O,C. I DETAIL 1 INTO WOOD DETAIL 2 "NIT -- PANEL WIDTH �- DOOR FRAME WIDTH . - .------ -------- DOOR FRAME WIDTH #8 X 3W SMS REINFORCEMENT SCREW; 3 PER RAIL. LOCATED AT CENTERLINE AND 9' FROM ENDS (FACTORY INSTALLED) CHORTYPE, LE EDGE '� ' DISTANCE Fp(ED PAN:' LAND ANCHORS, SEE (� 1 EMS EDMENT-t•-�I DETAILSHEET7 FIXED STILE EMBEDMENT 2X WOOD BUCKSTRIP '-"" - ---_-_ PANEL WIDTH DISTANCE PER SUBSTRATE, 1, SHEET 6 OR FRAMING, SEE DETAIL NOTE 4, SHEEN 1 DE I nl L 3 NON-STRUCTURAL INTO WOOD I ANCHOR 1/4" :WIRED IF DOOR HEIGHT 15 OVER 98" INTERLOCK 1 STANDARD SCREEN EXTERIOR IDETAIL 2 INTERLOCK DETAIL 3 INTO MASONRY 1X OR 2X WOOD S UCKSTRIP SEE _ 1X BUCKSTRIP NOTE 4, SHEET 1 ` CCNCRETEICMU '\ PER ANCHOR REQUIREMENT r EMBEDMENT ` L TYP. ANCHOR TYPE, EMBEDMENT T AND EDGE DISTANCE PER SI�STRATE, SEE TABLE 1, SHEET 6 �� I � JJJ• . r� � I I _ EDGE DISTANCE 103 �•� -J - 10 16� IlIQ t+-- 114' MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE I.SHEET6 EDGE fIf ° DISTANCE IF I 8 2.3/6' ROW - ` * SPACING IMIItWtU(Ik11G -A c MENT MENT ^ , CbNCRETEICMU PER ANCHOR II REQUIREMENT .. . ---i I'�-'- 1A' MAX. .. DETAIL 3 INTO MASONRY MAX. NOTES --__ _ 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 20�UPADNAL 2) SEE SHEETS 2�1 FOR ANCHOR LOCATION & SPACING. 3)SEETABLES 2-4 FOR.REINFORGEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH ODES NOT INCLUDE INTERLOCK OR EXTERIOR ASTRAGALADDON. 8 ALL REINFORCEMENTS ARE APPROXIMATELY THE P I FULL LENGTH OFTHE EXTRUSION. REFER TO TEST " REPORTS FOR EXACT DIMENSIONS. Ravbed BY. OWw... Rerdslal: `�� \y •. • ..11((F / ; O Q r �r ; 'IT No•5B7U5 _ _ 'lT !X = ' : (.[- Z7 o'.jo�` �.- .S R T E � � '... ti � © FLIOS?YQ?•- \ SIONAL / r 1 1 1 1 I i 1 A. LYNN MILLER, P.E. P.E.#56705 IF Re bed By. Deb Aevbhn: Daeuryuan: .HORIZONTAL INSTALLATION DETAILS Drawn ay J ROSOWSKI 10T07ECNNOLoaYDR/VE AL VENICE, R 34275 No oeBOX r 1529 4 VINYL SGD INSTALLATION GUIDELINES :,IT,8/10 SedrrvMfodei- 570/2770/2870 Smle: NTS Short 5 OF 13 pastre Na. FLA-SGD570-01 Rsr. CPRT.CIFAO7rJ M?9295 DETAIL 1 DETAIL 2A M-�l INFQ MASONRY-T !_ASTRAGAL CONCRETEICMU TYP. ANCHOR TYPE, EMBEDMENT AND EDGE PER ANCHOR DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 f REQUIREMENT DISTANCE 36 ASTRAGAL ADD-oN q 9 1 _ - NONSTRUCTURAL ASTRAGAL ADO -ON REINF./ .L — r •• . ' f _.. ANCHOR / i � �� EMBED- MENT REINFORCEMENT SCREW; 5 ' r_OPTION, \\ ti PERASTRAGAL, --•_ \, �- EQUALLY -SPACED AND?* FROM ENDS (FACTORY �) 114J - 1'-`d� L/t1) ...._._.! INSTALLED).FJC'�=. MAX. �1 - POCKET P-HOOK LOCKSTILE �i RANEL WIDTH FOR LOCKSTILES, j - --- ASTRAGALS, J FIXED STILES AND 114' MAX. --I HORIZONTAL I RAILS T - - SEE NOTES EDGE 3 & 6 DISTANCE BELOW I } FOR 2-318" ROW INTERLOCKS TYP. ANCHOR TYPE, SPACING EMBEDMENT AND EDGE ONLY DISTANCE PER SUBSTRATE, g SEE TABLE 1, SHEET6 2X WOOD 51JCKSTRIP OR FRAMING, SEE TYP, AN NOTE 4, SHEET 1 AND EDGE EDGE _ SEE TABLE -i pISTAN' I~ EMBED MENTE—]L RUIRED IF DOOR HEIGHT IS OVER 96' -CO, EXTERIOR 9s INTERLOcK ASTRAGAL Ir-i�] BOX SI �J +-- PANEL WIDTH ----- - DOOR FRAME WIDTH ----- -- ------- DOOR FRAME WIDTH #8 X 314" SMS REINFORCEMENT SCREW; 3 PER RAIL, LOCATED AT CENTERLINE AND 9" FROM ENDS (FACTORY INSTALLED) DETAIL 31 1X OR 2X WOOD 9Y1'O MASONRY SUCKSTRIP, SEE 1X BUCKSTRIP NOTE 4, SHEET 1 CONCRFTFfCMU PER ANCHOR aRC// I REQUIREMENT hi I EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT 6 AND EDGE DISTANCE PER . f {SUBSTRATE. SEE TABLE 1, SHEET 8 7 —' EDGE DISTANCE t-6 Fes- 114" MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1. SHEET f E03E ' DISTANCE itltlll#IIP'1 Ir� 2.31W ROW SPACING EMBED - CH EDGE / / I !I �� DISTANCE I (' FIXED PANEL CLIP L i AND ANCHORS, SEE OETAILSHEET 7 ' �'-="J'� : . r MENT 5t6 I . CQNCRETEfCMU t--• s STANDARD SCREEN PER ANCHOR EMBEDMENT -}----.-� FIXEDS71LE ! 1r I REQUIREMENT OR TYPE. EMBEDMENT 2X WOOD BUCK ;TRIP I EXTERIOR ---1 �-- 114' MAX. ""`- - -- PANEL WIDTH , DISTANCE PER SUBSTRATE, t,sHEErs OR FRAMING, SEE NOTE 4,SHEETI 'I DETAIL 31 DETAIL 2 DETAIL 31 INTO WOOD NONSTRUCTURAL INTERLOCK INTO MASONRY ANCHOR 114" r 2-TRACK CONFIGURATIONS DETA1lC� -. W MAX. MAX. -DETAIL C1 f LLLI THIS SHEE THIS SH ❑EraL E ANCHOR APPROX.V. ANCHOR I LOCATIONS FOR NONSTRUCTURAL i--- DETAIL A- POCKET LOCATIONS FOR NEXT. BYPASS (HEAD & SILL) +EXT. CONDITIONS. I I CONDITIONS. 27.8' I ANCHORS INTO MAX, 12"MAX. O.C. _ P-NOOK. O.C. i 1 ANC CENTER OF ANGHO CENTER OF _...._ ANCHOR Q E -. � DETAILBI EACH PANEL. SEE TABLES ❑ w EACH PANEL. SEE TABLES O SHEETS 8 O N 8 9. N SHEETS B 8 9. - @XT. - Y 3.219' MIN. O.C. ' 2 ANCHORS @ CENTER OF -- 2 ANCHORS @ CENTER OF IDErAIL B EACH PANEL. SEE TABLES ON EACH PANEL. SEE TABLES SHEETS 8 & 9. ON SHEETS 88 9. EXT.� EXT.� 4" MIN. O.C. - A' MIN. O.C. 3.219" MIN.O.C- --a - -- CLUSTER OF3 CLUSTERDF3 ANCHORS @ STILE W C>RS STILEINTERSECTIONS- RSE SEE TABES ONTABLEe&9E'erSHEETS889. EXT.VIN. O.C. 4' MIN. D.C. V MIN, O,C. DETA CLUSTER OF 5 CLUSTER OF 5 ANCHORS ANCHORS I STILE @ STILE INTERSECTIONS. 2.376" TYP. INTERSECTIONS. IDETAIL H2 SEE TABLES ON SHEETS SEE TABLES QN EXT.T SHEET58&9. EXT♦ ---- 3.21W MIN. O.C. - --j 4' MIN. O.C. 6'MAX. 6' MAX. (TO END OF (TO END OF ATTACHED JAMB ATTACHED JAMB DETAIL DETlUL F = i ANCHOR D 1 ANCHOR @ I SILL ENDS, EXT•T HEAD ENDS. EXT.T NOTE: SEE TABLE 1, SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. 1.37 EXT.V rEEPHOLE PATTERN Q 24" O.C. DETAIL 4 INTO MASONRY 1X BUCKSTRIP TYP. ANCHOR TYPE, EMBEDMENT AN MIN. 2.7 KSI CONCRETE @ ECGE DISTANCF PER SUBSTRATE, HEAD PER ANCHOR SEE TABLE 1, SFEET 8 REQUIREMENT, SEE /2-wir TABLE 1. SHEET 6 I jjj''' ROW EDGE -- SPACING I+ a DISTANCE EMBED-- MENT. ° .•''- ; ` �i..._���LL jz Tj-114' WEEPHOLE PATTERN SILL ENDS DETAIL 4 INTO WOAD^1 O TYP. ANCHOR TYPE, EMBEDMENT AND `---EDGE DISTANCE PER SUBSTRATE, 1 SEE TABLE 1, SHEeT 6 EDGE _ ROW DISTANCE SPAC9YG 1XOOD W 7 BUCKSTRIP, SEE NOTE 4, I 37 SHEET 1 FOR LOCKSTILI:S, a ASTRAGALS, (TERIOR </ \� FIXED STILES AND HORIZONTAL HAIf.S ..!" EMBED- MENT 1M.f1 MAX. #B X 314" SMS REINFORCEMENT SCREW; 7 PER STILE, LOCATED AT CENTERLINE AND 6". 9' & 12' FROM ENDS (FACTORY INSTALLED}. / I i POCKET . I BY •' OTHERS (UNDER SEPARATE f, APPROVAL) / � r I --------- a' MAX., 1HEAD & SILL)I'- DAYLIGHT OPENING WIDTH l 'X OR 'O' PANELTYPE ET AIL 1 BEET V C3+1 ANCHOR CONFIGURATION SHOWN; (SEE APPLICABLE DP TABLES 2,3 OR 4) DETAIL d OAYII{GHT SHEET 6 DPENiNG HEIGHT W PAN ELTYPE INTERLOCK / snawN IFrL PANEL 6" MAX. (@ HEAD DAYLIGHT OPENING DLO FORMULAS ( 1 DR ULAS WIDTH: PANEL WIDTH- 8-9n1i- HEIGHT: PANEL HEIGHT-8-9V1fi j------- PANEL WIDTH---_----�-. OLD E ' T PANEL HEIGHT DLC j & SILL) 1 4 _. T . 6' MAT[., DETAIL G2' �- (HEAD & SILL) THISSHE DETAIL F THIS SHE 1DETAlI H2 Ii1S SH CS+2 ANCHOR CONFIGURATION SHOWN; (SEE APPLICABLE DP TABLES 2, 3 OR 4) NOTES: 1) FOR CONFIGURATIONS, SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT, SEE TABLE 1 SHET 6. 3) DAYLIGHT OPENING (DLO) FORMULAS: WIDTH: PANEL WIDTH -$IVIV HEIGHT: PANEL HEIGHT-8.9116' N ,1111U1fl1 ReNredBy. _ DAW ROKswn: ', * Reared. D k Q' ; * : Np, 53705 - •• � t t' � �`• : � •` ` ''.. ® DiessTrP>b+l; ANCHOR LOCATIONS (2 TRACKS) Drawl By: J ROSOWSKI �� •. STATE OF 2: TW. VINYL SGD INSTALLATION GUIDELINES Dom; 11/18/10 F'LOROp--•��J' • ...• . 1070TE'CHNOLOGYORNE N.P.O.BOXIM975 NA�-`'� ! I I I I l t 11 a.o.eoxl5xv NOKOMIS, FL 34274 SerlesAr .' j s=w Sheet Dmwhg N., Rey; A. LP�� 567 5 RE C6W.OFAUTHr #23298 57012770/2870 NTS 2 OF 13 FLA-SGD570-01 1I , i `-' ( SILL RISER VARIES � WITH REOIIIRED FRAME J �� PRESSURE, SDESIGN rr� -� 3 & 6 w. PRESSURE, SEE TABLE i w SEE NOTES o[ A. SHEETS 8 8 9, HEIGHT, PANEL - 1 0 �9 SEE HEIGHT i TABLES i BELOW x 1 18 2, 9 & 4 FRAME N HEIGHT -IT l \r - 76 ! RISER ! 4-1118- L `I 3-1/2' RISER RISER 1 DETAIL 4 INTO MASONRY TYP. ANCHOR TYPE, EMBEDMENT AND t- EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 2 EDGE hI,-` ROW DISTANCE SPACING f,.114- 8 MAX. TABLE 1, ANCHOR TYPES: TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, -. SEE TABLE 1, SHEET 6 EDGE DISTANCE -DETAIL 4 INTO ALUMINUM 1/8" MIN. W53•T5 ALUMINUM SUBSTRATE METAL SUBSTRATES To BE PROPERLY DESIGNED TO TRANSFER LOAD IMPOSED ON THEM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE ], SHEET6 78 GA5TEELSTUD ORA36 EDGE STRUCTURAL STEEL Mtn. Edge --i DISTAN( I� _ SUBSTRATE Type - Substrate Anchor MIeI Embedment Dlamnce A P.T. Southern Pine #12 Shoat Meld Screw (GS) 1-3/8, 314" 114" Eko Lll raCen 1.1/2" 1-314" 1/4' Elco Crete -Flex SS4 1.117 1-314" Aluninum, 6063-T5 min. #12 Sheet Metal Screw (G5) 0.125, 1/2- Steal Stud, Gr. 33 min. #12 9heel Metal Berew (G5) 18ga (0.0451') 112- A36 Steel 912 Sheet Meld Screw (G6) ., 18ga (0.0451") 112, 8 P.T.- Sou0lem Pine (SG - .55) #12 Wood Screw (G5) 1-3/8• 314" Concrete (min. 2.7 ksl) 1/4 Elco Uhracon 1.318" 1" C Concrete (min. 3,35 kai) 1/4' Elco Imele-Flex SSA 1«314" 1' Urlgnwted CMU. Jambs Only (ASTM 0.90) 1/4" Elca UltraCan 1 114' 1' 1/4" Etca Crete -Flue SS4 1-i/4" 1-3f4" Concrete (min. 2.7 ksl) 1/4" EIC0 UII an 1-318' 2-1/2" D Concrete (min 3.35 ksl) 1W Ek:o Crete -Flex SSa 1.31T' 2-112^ Urlgralled CMU, Jambs Ordy (ASTM C-M 114" MCC, UIIrocon 1-1t4" 2.112" 114" Elca Crete -Flex S64 1-V41" 2-1/2' DETAIL 4 INTO STEEL METAL SUBSTRATE DETAILS SHOWN. FOR HEAD (SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL, EXCEPT POCKET JAMB) I F; NOTES 1] 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS- SEE SHEETS 121 13 _ qp 91 I I 2) 24 FOR ANCHOR LOCATION 8 SPACING. 3) SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM #11, IS REQUIRED AT /- 101102 ALL 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL FRAME ANCHOR LOCATIONS. ADD ON. 15 - 8 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO REPORTS _ n 14 TEST FOR EXACT DIMENSIONS. �L,RR.1 r- �-.-1rr��TT 1-tt116' I %tIt%1111I/ -RBNSed lhiJ©-, , r. tGUTAS i_.-._,. `\. -..i[!f 7I F i 6fc Wla: ReWslore _ 114' .EMBEDI NEEDED, '- �` " '�-� O .�GE,NSE `=_ MAX. I MENT SEE _ • . \ NOTE 5, .�_--�M- ^MIN. .MAX. 2 : ti 58205 RedsedBY• Dom: Rerblarc !—. �.� '8 • - 2.7 KSI SHEET'I EDGE CONCRETE @ 2X WOOD BUCKSTRIP �- ..-I " SILL PER ANCHOR DISTANCE REQUIREMENT, oRFRAM16NG,SEE -t�-- EDGE - --- DISTANCE Z LU _ •: a- I Ii� trl� _ t 3t 3 iaF : Z; °A: VERTICAL INSTALLATION DETAILS O1°"r'air J TYP. ANCHOR TYPE, EMBEDMENT SEE TABLE 1, NOTE 4, SHEET 1 / TYP. ANCHOR TYPE, EMBEDMENT J � S1^'E P Gi � ROSOWSKI AND EDGE DISTANCE PER -------� SHEET 6 AND EDGE DISTANCE PER �� ''• 1=LO5� . • ` r0T07ECHNOLOOYOPoYE Title: ae� SUBSTRATE, SEE TABLE 1, SHEET 6 SUBSTRATE, SEE TABLE 1, SHEET 6 �� ��C` ' " "-"' M VEWCE, FL J4275 VINYL SGD INSTALLATIONU GUIDELINES �D� ETAIL 5 DETAIL 5 ��,� �, SSfOtyP ti• l7T P,o,BDx1s29 11/18J10 :, INTO MASONRY INTO WOOD r 11 I I { I t 11'� NOKOMIS R 34274 S&iafl&del: smW Sheet 1➢ Na Rerc A. LYNN P.E,4# 58705 P.E. CMr, OFALRk A702B8 570/2770/2870 NTS 6 OF 13 FLA-SGD570-01 K.�rYSTt)1�r�, tCaea+i scw �—/ Z� r I, w Tn.k: ERTIFICATION AUTHORIZATION REPORT F4, DucLNYIII No. FR \'S B I -03 Zt":ri F\2t: ) E I ,+24 PZnP1-n^ FMA Keystone Certification Program Certification Authorization Report CAR & Product ID Number, 190 - 263 CAR Issue Date: 12/14/2010 CAR Expiration Date: 11111/2014 Company Code: 190 , This Certification Authorization Report (CAR) is issued by Ke,�stctn2 Certfira�cns Inc. (KO) after fu I validation renew of the moduct qualificabon documents for the product named belovr. This report is Only val.d when signed by tre :',e - �sldF: to- c:I. and ndcate -he r �: r n K o u.t its mantlfa^lured b the company named belolN has been tested an me ets eels P Y P Y .he requirements of the referenced standa: c a::d .s elle,bla for the application of FMA Keystone Certification Program certification labels. Licensee stipulates in affxiing certification late s t0 products: that those products are representative of the specimen evaluated and documented +a' cegrficatmn authorization Only products bearing such a cert.fica(ion label shall be- considered cer-ded. The nfo•iiation in this report can be verified at w.wtr.keystonecerts-com. Company Information: Product Information: PGT Industries Made: 470/570/2770/2870 Impact PVC SGD w/A 1070 Technology Dr. Operator Typa: SD PO Box 1529 Configuration: H/JIS/Ast/Clip/AII,GS-15/32 HS/Ann Lami I Nokomis FL 34274 Max'Jtlidth: 203 Max Height: 96 Referenced Standard: Product Rating: ASTM E1886JE1996-05 Missile Level D, Wind Zone 4, DP +f-60, 203x96 XXXX Qualifying Test Information: Test Report No: FTL-637616377 Test Reoort Expiration: 11111/2014 Authorized Signature: Maria Falk*. Presicell :.k ay'e10 ne rt. rs com Keystone Certifications; Inc. 1790 Old Trail Road, Suite D Etters, Pennsylvania 17319 Phone:717-932-8500 Fax: 717-932-5501 PRODUCT APPROVAL PGT WINDOWS: FL239.2 PGT SLIDING GLASS DOOR: FL8208.2 OVERHEAD DOOR GARAGE DOOR: FL14170.3 XXXX iorHM -- 5210 MAX. — 40' FIXED WIDTH DL4 8" SEE SHEET 9 FOR ANCHORAGEMAX —� I REQUIREMENTS MAX, 75, MAX, 10, MAX. N g w X ar MAX. 4S afC &ASH WIDTH DLO — BOX FRAME MAX. SIZE = 52.125' X 75" W _ 6• MAx. - MAX. TYR 33 3A" FIXED HE IOHT DLO 75' MAX. 781W FRAME 33 3/4' BASH HEIGHT DLO NOTE: 1. FOR BOX FRAME SECTIONS SEE SHEET 8 AND ANCHORAGE INFORMATIOM SEE SHEETS 8 AND 10. 2. FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEETI I - 55 31e"FRAME O.D. — 52 Ila* MAX. 4W FIXED WDTH DLO F4100,11 . MAX. TYP. 0 X 46 31V SASH WIDTH DLO -- - INTEGRAL FIN MAX. SIZE = 52.125' X 75' 46. 1 11&WW I A I PERU1AMf MMLiFrffRDAWD %WloOa Ir lrm =1a] EtEW,4 - LWM,� ,n�en�vr. nr_v Den 33 314' FACED HEIISHT'DLO 33 3W SASH H EIGHT DLO rltolnlel'rlevlsm as certtplyi,�wilhabFlorldq Daad ft Coda A—m�6tW„aNa q RxElrgd nDnte 514• z lra" __ ny b lAx. M nN,aud TYP. ALVE0'1a•6M,, D/Affi 667CWT08OXFRAMFEtWATNW I MMMIS, FY_342F5 Vfn S' a Nun Vl in*w, La M Wfe NO Ch61NGF iNJs 6MEFT P.B. [lilt 46 a..r ur„ - NacaMta,rL 34274 - 1F.s.b7y7rrtav SHIr+DO NTS 2 r 7f 518i-f �• QQ )�D OQ OQ OQ IO©QQOQ A©OQ Example: 52.125 x 75 For 1 f1 Window s 3 +Anchors required in the hand 3 4 Anchors required belmy the NITR Anchors required above the MTR Example: 92.125 X 62.500 For Maw Window s 3 Head- 3 3 4 2 2 Sasl * Fixed** NUTL- FOR VIBN VVINDOV45 USE VIEVV FKED WNDOW HEIGHT FOR ANCHOR Qt1ANTtCY IN HEAD ANO ABOVE THE MTR, AND USE THE VIEW SASH WNDGVV HEIGHT FOR ANCHOR QL A NTtTY BELOW THE MTR M4XWM HEIGHT FOR VIEW WINDOW IS 621 /211. NOTE: FOR VIEW WINDOW THE'_ LARGEST CAN NOT EXCEED THE TESTED SIZE. - - — lixsraa D.O. 1l2FeOr A PER NMMI-DADSLf"FRDAIIND1343"V rL0. fE/1dAM 9 I ADOEOAW h1=AI£DWEWWWD0WFXAWLF•8 V � w= Uj Cq �r"Cp' , StaiFc�� ,�s�fP�;•,�, A. Li'W'VILLOA' P.E, FL P.E.# 58709 ANCHORAGE NOTES FOR SOX FRAME: 1_ ANCHOR TYPES: 1- VIC"ULTRAMNS 2 - a1a $cREw$ 2. ANCHOR LOCATIONS ARE BASEDON THE FOLLOWING DIMENSIONS. HEAD- e" MAX• FROM TOP CORNERS JAMBS- T MAX. FROM TOP CORNERS* ('NOT TO EXCEDE 114OF TOTAL WINDOLV HEIGHT) 6" MAX. FROM BOTTOM CORNERS 4" MIN. BELOW MTG. "L SILL- AINOHIORS NOT REQUIRED 1. INSTALL PER THE ADJACENT TABLE ANCHOR OUANTITIES USING THE DIMENSIMAL CRITERIA bF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME: UWTH OR WITHOUT OPTIONAL FLANGE. 5. FOR INTEGRAL. NAIL FIN FRAME AVCHORAGE. SEE SHEET 11. ill WINDOW I I I I VIEW WINDOW 7 52118' I I I � -OH FIXED AH SASH FO TGC HNDLO0W DRWE MC07 � re ,... — — — .r., — NO160iiN. FL i42T5 T0cr 0.60XI42e1/f11 f .SIJ7 a f'i!1 1NI/If�Oltr 18 8 Mfssll6 NOKond, NTS to !f aw"f" 5181-1 2x W000 DUCK 910 SCREW (SEE NOT)_ 3) 31$1,MIN. 3r'8" MSN. 2x WoPO PVCK (BEE NOTE- OPTLONAL FLANGE MAX' sl•iIM pr1G SCREW OPTQWN FLANGE JAMS Wf BOX FRAME HEAD W180X FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD ilk?::31i_rJia Ix WOOD BUCK MEE NOTE 3) 3.5IC31MIF1.CANORE 'y"', •Y; ± ' 3O WN, CAR IS kSl MIN. ORIU __L OPTR7h[Rf. FLANGE 1 J4" MAX. SHIM W ULTRACON X WOW 8l1CII SEE NOM S} W1V JVL`rPA0ON OPTIONAL FLANGE ' JAMB W/ BOX FRAME HEAD Wl BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE Ix BUCK OPTIONAL 1x BUCK OPTIONAL N07ES: 1. FOR CONCRETE APPLICATIONS IN 16"AMI-DA13e COUNTY, USE ONLY MIAMI-DAIS COUNTY APPROVED all(r LILTRACON. EMSEDED 4 3X' MIN., MTANU FROMANCHOR TO CONCRETE EDGE 1$1" MIMiMUM 2• FOR YOM APK1C,,ATI024$ IN AM AIMI-DARE C41,lNTY, VSrz#1D STEEL KREW. r=MBE,PF_D 1 38- MIN.. 3. WOOD BUCKS DEPICTED) IN THE SECTIONS ON T4416 PAGE AS 1x ARE BUCKS VVHOSE TOTAL THICKNES5 IS LESS THAN I UF, 1xW0W BUCKS ARE OP7i0NAL IF dNI7 CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. VWDOD BUCKS DEPICTED AS 2x ARE 1112"THICK OR GREATER. *STALLA71ON TOTHE SUBSTRATE OF OD WO SUC#C9 Tp 9E EN6tNEEaEA 6Y c77H@K69 t7R AS AppFrOV£b kIY AI1T11(tgrFY HAVING JURISDrOY16N. 4, FOR ATTACHMENT TO ALUM114UM: THE MA73MIAL SHALL 8E A MINIMUM STRENGTH OF fi WT5ANP A NANIMUM OF Ir$" THICK. fKE ALQQIINI)MSTRVCTURALIME,MBER SHALL BE Or A a1ZE TO PRO VE FULL SUPPORT TO T11E WINDOW FRAME 51MIM TO THAT SIiOWN IN THEM DETAILS F OR 2x WOOD BUCKS. THE ANCHOR 51 IALL BE A II10 SHEET METAL SCREW WIT14 FULL ENGAGEMENT INTO THE ALUMINUM. IF Tit196 CRITERIA ARE NET, THE W9VGCTIVE DESIGN PRESWRES AND ANCHORAGE SPACING FOR ULT1i ONS MAY BE USED. D.a fIPA" A ` PERkAMOVIDFCE TTeR DA790 fQMA1 � ANCHORAGE DETAILS - BOX FRAME ro7o TECKrvalaor oluvt D-G Wt+YItB D AI[TGTYAt&ERM6HEEr t1t]tJxt$,FL1427S M f0A NI C NDCMANGE710SHEEr PQ6Q0(142p �-�- Vinyl N WN7dOW,b8 ei1 5S1fL3fA FYIx IiOi6C+AB.FL"27a Visibly Antar 9flSOP A1l''S d i1 619}-} A OL Oar Mo •G• `ROI ]UL."r REVISED oconloykj m tIraFlaidn llniking hnQe Ar.(VInanco Noz •, tar a6lionDglc 14 ay i9Pnaw ti��' ' y 4YVA► •'rif NO-53705 is N W; 0 '•, STA C]F ' e�? A. LYh!'IS$17L��i, P.E. FL P.E.# 58705 t1e[>r�6sc•r ftF?1if6L1). �. wutprritgy,w!lhlN Florida nald,6ut code 4 A",ceptaew rm u • rotlan t� 14 Kr ,t Minn ox rto tYNN �� V�'t - ''•13CENSF Luz - a E Ci- ,t�.� A. LY {14 wukk. P.E. Ft P,te.N MOB 1 14" MAX. SHIM-1 [ - 2x WOOD BUCK (SEE NOTE 2) I/t)' DIA. x 1 1/2' NAIL, W MAX CORNER & 4 IJ OPTIONAL FLANGE 1/8"DIA. x 1 IW NAIL, 21/4" MAX, FROM CORNER & 4 VrO,C_ OPTIONAL FLANGE -, JAMB W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING 2x WOOD BUCK NOTE 2) —L OPTIONAL FLANGE 114" 4X uM VB" DIA, x 1 11T NAIL, / S' MAX, FROM CORNER Il— CORNER & 41/$' O.C.. 2x WOOD BUCK (SEE NOTE 2) HEAD W/ NAIL FIN SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING NOTES: 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADS COUNTY, USE 118- DIA, K 1 1/2" NAIL. 2, WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 IP2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAYING 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 BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT 114TO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE. RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. I f/26AM A I PER MWA—DADE LATER DATED 1041AS 19ToOKOMIS FL34 DRIVE AiyCHORAGEDETAILS - 171fa�Pd B NQCiWVQETiUssllFST NI)KOMtB,FL34176I VAL. P.o, 6qx 192a 1.J .ar, FL SW4 VZO&Z., Betio IMIAMECDDE MIAMI-DADS COUN'1'Y o PRODUCT CONTROL SECTION DF,PARTMFJ4T OF PKRM r1TINC, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) PGT Ind ustrdea - - -- 1070 Technology Drive Norih Venice, FI, 34275 SLYW[b: Ibis NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-17adc County Product Control Section (In Miami Dade County) attd/or the AHJ fin areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material Fdils to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, 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 requirements of t11c applicable building code. This product is approved as desm-ibed herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hun•icane Zone. DESCRIPTION: Series "SH-SM Vinyl" White PVC Singk Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile Impact", sheets 1 through 11 of] ],dated 09/07108 with revision C dated 10107/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P,E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acc:eptancenumber and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shal I bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted 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 ail'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 and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portima of the NOA is displayed, then it shall be done in its entirety. INSPECITON: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be awailabie for inspection at the job site at the request of the Building Official. 'Iltis NOA revises NOA # I)8.0820.14 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 Percy., P.E. NBA No, 11-1013.19 t. c Expiration Date: January 68, 2014 Approval Date: December O8, 2011 Page 1 NTs 1 11 f 11 eoorleT riewrsen wDirdyln6 wah Ills NwWa 63ulldE6}g Cndn A.,Ounca No 11 0 0, ' tir616urlt,t `` O .. LYNN r�'rrri NLiGENS����F,p r 10 /p 1` l t C) STAT OP Q/ti rr `SSIONAL'' A, LYNUMILLE,R, RE. FL P.E.# 58705 _�b 8 7 6 5 4 3 2 1 � � � 9 L 8 'REVISIONS - Z S :L N! - 0 mS ONTO. 3a Z OL £ LL DNOPI 3 s� s31DNd sL I s N n 3 z/ H d3 / : NOTES - -.. R - F Pcv - :¢srw mmn urc : YiRAM1L . -u asw✓aaar - _ ]NON pl0 T xX% - SNO Tn SNOI 10 L V Y - Q - -FAT TRACK TYPE SHOWN BELOW _ - .-. SD(785i RELEASE FER.. ER :11123 �C -SFr San W 35NRI7U0 541N11 SV3 £O F :X I�IOiMVS -ly X - '.£00-. 1T00+ DOS a3A0 sfu or ml4u : - 01/SZ/Ol - , /... aR -. 30 lIND �: - : _ 30647 -A -_-_REV PEH ER.- _ 4/18 12 _- GIZr__ ' NOTES-'.-, _ -. ._ 13 GA ROLLER SLIDE ATTACHED 30 Oa REv PER erz - i1 3 t2 crzr - LLE L E TT HED TO B -1. IMPACT RESISTANT GLAZING OPTION- IMPACT R 5 AZ.. 1 HO _ rs mx�a �wonn I T % - £OO- /*0 4 00S Ol N alM xvlN 's ssM 3 _. _ -. .. SL T SM30WON + C00 i•00 lSZ IC30ND - __ - O L/Sa/Ol a0uvl 0 ,; ,, ... ..� ♦. .0 wRrP" •. _ '310HM - - Mos( o�i s31a3s«3 ?313WVI0 31DH 13 CA IZ ANGLE _ R BRACKET WITH 5 16 18 BOLT NUT - .'. T : GLAZING SYSTEM MAY BE INSTALLED TH 0 RESISTANT GLAZ Y I E S .. - - ''o - 'aana� " _ IN TOP OR IN1ERMfDIATf SECTION :OR IN CENTER SLOT AND 1 4 20z9 tfi - aria 3„il HSINId 3awaPe ssnm saxi"xrx,r ' , : N0OD 3UI03dS 3H1.1T10FI11M 350da0d ANV3HL 03 u ]Sit. Ol NOI OWLOV a0 3UNNNV tl Ol 0ION31NI SI U ANY WN3'N -N011Vajo N) ON11 - .WITH - � TRACK BOLT & 1 4-20 WET'( NUT _��-- INSERTS GLAZING ',: '. . - -" - -" i:)sia ' D - aDSOTDSIO N. NOUda� a0 B000. I7V3Ha3A0 d0 ]SHOO aM OIZJd 3H1. 1D - 3 - 7': 1 : I 3ti UVNW UGO CV3 W NJ 031dO NI - d 3 0. Dd 0 JN N3I11 8 OOdd N0M! OA ®S0 OSIO NO a3NNwl AM7: NI. 8O.31OHM NI NOSONIMV NI 'ONV OU Vd NI N 3 0 NQ M 38 ION .1VH 111Nd WITHOUT POLYCATIVE . .SHALL .' „ T3 GA FLAG ANGLE - -THROUGH AN W ALIGNING HOLES - ° Y TWO LJG LE BE 1 J4 POLYCARBONATE.. MAXIMUM GLAZING 'ONIMtlUO SIHI 531NddW0O 031dfNJJV Su ONV N011V80da00 8000 Gd3Ha3no JD ,UN3d0ad AaVJ31ad0ad OW TtltINOOIJN00 3H1 3atl NDa3H 03NN'1N00 NOLLd1NU0jNl 83H10 11d ONd SONIMV80 3t1! 1383H J1 DIMENSIONS SHALL BE 12,41- 18.53' CUTOUT - - % t3 GA COMMERCIAL A FRAME RCI l M - - - SlIV130 NOl1On SHOO OdOI ONIIM d0 NOLL4' lain ai `. h, � DOOR FASTENED WITH S X 1 SMS. 3X ALONG THE TOP ACKE T C ED IT -20 GA CENTER :STILE CE N 16 OA MIN HQRIZ BR T A TA H W H " I - _ -.. '� AND 2X ALONG THEVERTICAL. HORIZONTAL EE a0.i ATNO -0 01 0 d 1tl3S 5a3 N N - a A a 3 ar13 1v oiss3joad }.-/ 1.7 ,S - 'TRACK :-- _ 5 t 4 14x7' 8 SELF DETAIL A O SHEET 2 FOR ASSEMBLY DETAILS. �----`-.. O / / N A L DRILLING CRIMPIITE SCREWS , ° LJ - - Lszaoi 3d Xi - - C 0Z 3d lj L V 5 1bx1-5 8 2. NON IMPACT REISTANT GLAZING OPTION / / LAG SCREW MIN 4 o. - .090 MINIMUM SSB GLAZING IN MOLDED .FRAMES ,---� � .— -' L9OSL Xi 3�1ASIM3l :- '�i - OOZ 31If1S �l 1,MF3 31.VJS S 1QS� AS SHOWN) - — - - SCREWED TOGETHER WITH A MINIMUM OF (10) - : - -.( )ADD- -.. 3d iNOIMVS �V .y12tVW ,� 3 9 29x 16 LARGE - Sxt .SCREWS INSTALLED IN TOP OR - ) / / - . : SELF DRILLING CRIMPTI SCREWS. 1E , HEAD TRACK BOLTS OR ` m INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS MEETS UNIFORM. STATIC THIS i.`4- O UD WI H 2 ST S T.. 1 4-.2.0 HEM NUTS � i — : (INSIDE OF EACH END .HINGE) 16 GA END STILE - m - -" { - 'dAl 'SNOILVOOI ]ILLS 11V 1V SM9a0S 3LLLdWIEID. ONI111a0 - WIND PRESSURES SHOWN O DRAWING, 0 N ---- - - - UI3S 8/L tit--6/llZ) - GLAZING SHALL HAVE A MAXIMUM HEIGHT OF -„ - " 10.69 AND A MAXIMUM LENGTH F 16.94 95 GA MIN PERT 2 .NYLON -WIN LOAp -ROLLER : " - -. � _ m �- ^ H11M S?!d0-i1 HOVllV . GL ING 5 NOT IMPACT RESISTANT AND DOES- AZ I _ T T T TRACK NTH _� MATH 4 1/2 STEM. --- �- -- m -s ==---'� - - - - NOT MEET THE REQUIREMENTS FOR WIND-BO NE M TR - - �- - - - - - OE$Rls REGIONS. 1 4-20x9 16" TRACK / , - --'_•--�..-_--- - C -- ---�. : -,, � - ' 'BOLT AND 1/4-20 HEX A - "'- --cam J--_ ,, - - - .. - - -- 3. VINYL.. OR WOOD DOOR STOP NAILED A ,,, NUT AT EACH JB-US - : - '� � - MAXIMUM OF 6 0 C MUST OVERLAP TOP AND JAMB B AC LOCATION R KET ATI N I • 9--11ti13H BOTH ENDS OF PANELS MINIMUM 7 16"TO MEET B.. i,.: E T :. J 14 GA WIDE 60D ND YE - - m - - -- : NEGATIVE PRESSURES. 5 LA • -�--.. `' ''- __---�. HINGE ATTACHED` WITH -' "1 - - - - 4 KEY LOOK,SLIDE LOCK OR SCREW AT EAC - H () 1/4 1 x5 8. SELF TAPPING SCR - 31tlNO atlOA 4 ' ' REQUIRED. JAMB BRACKET �... _ m r_ -C 5 LOUVER OPTION:040" MINIMUM LOUVERS IN C - ' - - ,. MOLDED FRAMES SCREWED- TOGETHE-R. WTH A . 8 � MINIMUM OF `10xt SCREWS INSTALLED 1N - - THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT , RESISTANT AND DO NOT MEET THE 15GA STIFFENED - REQUIREMENTS FOR WIND-BORNE DEBRISBODY- .JAMB BRACKETS S ' 78GA NARROW o _ m REGIONS. E SCH L FOR INTERMEDIATE ETE HINGE - -. - OUANITY LOCATION �� _- -._-: ATTACH O WITH :4 .. I '.. 6, SECTION STEEL TO HAVE A MINIMUM 26 GA - AND TYPE `, I. _ -. '1 4 14x5 B SELF / / m - , _ - THICKNESS. - � - TAPPING SCREWS- ... � - 7. SHE DESIGN OF THE SUPPORTING STRUCTURAL KEY LOCK OR SLIDE LOCK ONE END NOT ----- _- - ELEMENTS SHALL B THE RESPONSIBILITY OF THE ELE E E PROFESSIONAL OF RECORD FOR THE BUILDING OR - -.REQUIRED WITH 14 GA BOTTOM BRACKET - - \ -� - { - - 3 OS 1F/13WL33 H5. : N' N. STRUCTURE CTURE AND N ACCORDANCE .WITH CURRENT 4 IR 'OPERATOR -. SEE �. -. ATTACHED WITH (2) - P _--_---- '.--�_�- -, - - - - BUILDING CODES FOR THE LOADS 6157ED- ON THIS NO 4. 10 LOCK NOTE SLIDE ) _ „.. ). 4 14x7 8 SELF DRILLING -: /. - /. - -' . -: 4 �-- - -', - 3WVaj 2i01a31N1 - - DRAWING. - -SHOWN FOR CLARITY .0 CRIMPTITE SCREWS AND {1) . --_-•--�--a""`"- , ---: - -• - . ' 1/4 14x5/8 SELF DRILLING - a B. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL - : _ _ TAMPER RESISTANT SORE- i _ �,• ` GRADE LUMBER REFER TO JAMB CONNECTION '.. � --� - SUPPLEMENT FOR ATTACHMENT 0 SUPP RTINGSOLID1 M T.T 0 STRUCTURE 0 '.4 SECTION :- DDOORSHO4NV, SEE SHEET m _ 2.FOR U-BAR LOCATIONS 9. FOR LOW HEAD ROOM LIFT CONDITIONS. TOP T ON DOORS WITH OTHER - - - -•- `J— -----"�"� BRACKET SHALL E A 13 GA LHR 7 4 TOP ' - A B /, SECTION QUANTITIES AND .. T 0 ! S : .-:-•--�-- ._r----� .- RA KET WITH A MINIMUM OF 3 i -14x7 8„ 1 SEE. NOTES AND 2 THIS �-----.-"�� -Q Q NMO14S SV 031VOD1 - - sava-n is>i Os VO '. Z E .S ) - H1UA S?J000 NOLL03S (4) SHEET FOR GLAZING B SELF DRILLING :CRIMPTITE SCREWS 1N -LIEU OF. THE p U BRACKET SHOWN ON THIS DRAWING, U-BAR ON: ' OPTIONS. - B - TOP :SECTION SHALL BE INSTALLED ON TOP OF - - - LHR TOP BRACKETS. 11 savesn ISX 09 Vo T� T Dz ..e (L) 10, IN. LIEU OF THE SHORT :PANEL EMBOSSMENT- " SHOWN, LONG PANNEL EMBOSSMENT, V12 PANNEL EMBOSSEMENT OR NO EMBOSSMENT MAY BE USED. A JAMB BRACKET SCHEDULE DOOR ,HEIGHT NO OF SECTIONS BRACKETS (EACH JAMB) - BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS # 2') - 4 FAT-7 2 - (JB-US), IQ- JB-U5 , 21-3 4 (JB-US), 29-3 4 JB-US, 39 - JB-US , 48 JB-US , 57-1 4- (JB-US)- 6'--6" NGR-6 5' STD 22 STD 35 3 4 STD. 54-3 / 4 STD 67 - STD 73 STD 4 FAT-7 2" (JB-US). 10" JB-US 21-3 4"- ( JB-.US), 29-3:4" JB-US 42" JIB -US 52-12" JB-U5 , 63-1' 4" JB-:US NGR-6 5" (STD), 22" STD . 35 3 4" STD , 54-3 4" STD , 67 STD.. 73 STD. 7,.-6" FAT-8 2' JB-US' , 10" JB-US , 18-3 4' JB-US , 26-3 4 JB-US , 36- JB-US , 45 JB-US , 54-1 4" - JB-US , 74-1 2- JB-US - 5 NGR-7 S 22 S 35.3 4 54-3 4 STD , 6 - STD , Z STD ,: 82 STD. - 5-:.'. AT-8 2 JB-US 10 JB-US), 21-3 4 JB-U 29-3 4- JB-US 9- JB- S - JB-US. 52 7-1 OJB-US 75-1 2 -US 8'-0" NGR-7 5 .STD, 22 'STD .35 3 4 -STD, 54-.3 4 (STD, 67 STD 73 (STD 82 STDSEE NOTE BELOW 'JB .AND NGR FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK PATH 1/4-20x9 115TRACK BOLT ANDNUTAS SHOWN ABOVE. - - MARK A. SAWICKI, PE L ' - NMOHS s 031V001 ALL DOORS GR€ATER THgN 8 IN .HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE.SEE SUPPLEMENT TRACK OHART FOR DETAILS tl 02501 S. STATE HWY 121, SUITE 200 LEWISVILLE, TX 75067 Sava-n ISN os VO Oz "E (6) H11M SNOOD NOILD3S (L FL PE 72613) SERIES 170--177 180 187 TX'S 1Q6RO a 7 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR .Q SUPERIMPOSED DESiGN PRESSURE LOADS ON SUPPORTING STRUCTURE WIDTHHEIGHT. WIDTH DOOR UNIFORM LOAD EACH JAMB PLF) ( 0" ALL ': +184.0/--208 0 9'-0" ALL +207.0/-234.0 - STATIC- PRLSSURE RATINGS -APPROVED SIZES - DESIGN PRESSURE(PSF) 46/-52 MAX WIDTH: 9' MAX HEIGHT: 1.4 - - - IMPACT/CYCLIC RATED: YES MAX SECTION HLIGHT: -21" VERIFICATION OF WIND LOAD CONSTRUCTION DETAILS, `S: oz THE DRAWINGS AND :ALL°.OTHER INFORMATION CONTAINED HEREIN .ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF .OVERHEAD DOOR CORPORATION AND ITS AFFILIATED COMPANIES. THIS DRAWING - - 'NMOHS SV 031tlO0I - - - AND INFORMATION, IN WHOLE OR IN -PART, MAY. NOT BE COPIEDTD . IN ANY OR DISCLOSED ANYONE WTTHOLT--THE PRIOR WRITTEN CONSENT OF OVERHEAD DOOR CORPORATION.. NO DISCLOSURE OF :.s8v -D ISN 08 9 Ol - ANY OF THIS DRAWING OR INFORMATION IS INTENDED TO OPERATE AS A -LICENSE OR AUTHORIZATION TO USE IT FOR .ANY .PURPOSE WIT OX THE :SKI:= WRITTEN CONSENT' OF OVERHEAD DOOR CORPORATION. B V " ( � - . 7mrmwccs-uNassm,cawsesRcc•m FINISH 'nmta ,. w,-,v,,:I - NA1E arc ow>Ir<Yme - _ - H1IM 5a000 NOLL03S (8) - I10LE D ETER WHOLE -M -:. ursx�. '. °wrlx er: - SERIES 170. 18OWL- UNDER :251 +,004-.00d '�/A 1f'�.�3'� G. TAYLOR 10/15/10 / NUMBERS.. m .25 ., zsI ro soo +.Dos/-,003 •x t a ra.wv avxm w WS9, 9 'MAX WIDE aao s. I I a aad naa a Donis M YI4.100 ANO Y143 _ DNIT DF - -1ZD Z. 9I b :a3 Had A321 - r OVER .5R0+.006/ -.a03 -xx _..3 .D3 - M. SAWICKI 10/25/1D t t V ca9x _ - s YMmWOlso°hFs"F�dc FRACrJONS xxx t.oi MEASURE' DN n: =R D 4111043 LAS oI.cz It a3 aid SVil3a s9aos IP us.. cusrt�wRr udP; 0 A^ " NONE .wPgoho - t 1 16 ANGLES, •f :5 E EH 11/23/10-•nnmaar - 3nM ' epumosn UN m - - REF DWG USED ON / F. TJONG scuE N,T.n, sxrtT 1 2 NQlslnaa 8 7 6 5 4 3 2 1 5 9 L 8 8 — 3wVa3 801631X3 S31ON Q 0 Q t®�■ ar$f �it!!i!!lraor 1•`iaQ.` A •�Ai�>r CEAf The Genuine The Original. w��+� y\GE .•r��.� a M7`613 3 4 . cVO- .d � ®_. '~ �� Overhead Door Corporation.rFt2'+" 1 2501 S. State Hwy 121, Suite 200 i=,i"E OF .. • / / '> l • �.e1 Lewlsville,TX75067 +,-0 t t (61 t a'rU :� • Phone 469 549 7100 °- STATE OF ° 4U 4: �sf��•. � � �t � v�•'• •��'►` www,overhoad9dcorr..corn >� ,K °.a p :; Jamb Attachment ��ef�`�; I'`•••"'';� o� 201 and TAS-203 for large. missile impact and cyclic resistance by Certified Testing Laboratories, 7252 ,��• �,► Method of securing the door to the mounting surface 1s detailed In the l lfb�n Supplement, P/N 3 Test Narcoossee Orlando, FI132822. November 13th 2012 �i�rr oo p 5 0 80 18, 85948.04 801 18, and 85948.06 80i 18 tested in accordance with ASTM 2. SCOPE OF EVALUATION tf!!!►�� E1886, ASTM E 1996 and ASTM E330 by ATI. Structural Transverse Wind Loads and Large Missile Impact and Cyclic Wind Pressure Resistance. Since every 6. INSTALLATION 4. Installation instructions and supplemental data sheets prepared by Overhead Door Corporation. door ize cannot be tested, 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 p p p Product approval 9N-3, were used to analyze the doors and make the. wind Toad 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. USE$ instructions/drawings shall be available at all times on the job site during installation. Section 1715.5.3 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 1715.53.1 ANSI/DASMA 108 To Whom It May Concern: specified allowable design pressures. 411060. ANSI/DASMA 115 TAS 201,203 4. DESCRIPTION 7. ALLOWABLE TRANSVERSE WIND LOADS SUBMITTED BY: General Design wind load pressures for garage doors shall be determined in accordance with section 1609 of the 2010 10. REPORT SUMMARY Overhead Door Corporation Florida Building Code and shall not series a s a o exceed the allowable transverse Wind I shown n The see number o f i i r sectional i overhead r v i d Dads s ow i the following tables: review s e garage doors listed n Table 1 are sect o a o e cad garage e doors and are constructed c f ,g Upon w th o a e co s u led. o e e of a data submitted b tt d b Door Corporation, g 9 9 9 p eit is opinion gmthat th m els s d ri Ye od a described e 2501 S. State H 121 i 2 Y wY , Su to 00 Ivanize steel sections with polyester finish. The r r a d n a two Gnat a e t doors are two-inch t ick raised anal or flush, 'n this report conform ' g p y s e sh e sthick, e p i Sep.,. with or are a suitable alternative to the code standards and sections in the Florida Building Lewisville, TX 75067 with tongue and groove sections. See table 2 for door designs and corresponding panel thicknesses. The Table 2 Models 170/180 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 B steel, and finished with an ASTM A525 made For Series Number Shown in Table 1 1. PRODUCT NAME up of (3-30 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 o0 gage steel center stiles. A f ' h' Section Type Exterior Steel Thickness Panel Design Series Number Pan 25 Ga Short Panel 170 Long Panel 171 V12 _-• 172 VS 175 24 Ga Short Panel 173 Long Panel 174 V5 176 V12 177 Insulated 25 Ga Panel, _` r Short 1 5/8 Insul 180 n Long Panel, 1-5/8 Insul 181 V12, 1-5/8" Insul 182 V5, 1-5/8" Insul 185 24 Ga Short Panel, 1-5/8" Insul 183 Long Panel, 1 5/8" Insul 184 V5, 1-5/8" Insul 186 V12, 1-5/8" Insul 187 Door Tracks All door assemblies listed in this report have both vertical and horizontal tracks ranging from a minimum 16 gage p g g 9 g to minimum 15 gage, 33 ksi 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. Glazed Sections 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 W' of carbonate constructed r drawing 410776 or an equivalent g g p Y � g.. 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 12.26,'" The drawings that are not indicated for use in wind-borne debris regions with the glazing option are available A r s rp, with a minimum of 0.090-inch thick standard SSB glass windows that are installed in frames and inserted in the I to or intermediate section of the door. The glazingis not impact resistant and does not meet the requirements E Ate. � � M= �.a for windborne debris regions, Refer to the most recent manufacturer's installation in%ructions/drawin s for lass k; size limitations. a Wind Load Bracing r � tL' � All drawings listed in Table 2 of this repod are braced on the inside of the doors with three inch horizontal ny I erence In t I$ report to the manufacturers most recent Information is a direct reference to the 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 re port eport 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 no roved for i h ' g 9 p t approved use m e "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, 'P ERG E IVS ':�',l.� Note 1: The option code assemblies indicated in Table 1 have optional glazing that has been tested for impact r STATE �'1f- r 1u� s annin U-bars. Each U-bar is made of either 18 a e or 20 a e ASTM A653-00 steel with minimum ield P , p , 9 g p Sincere) �Np 26 • « f, Q » ". P g g g 9 - a Y resistance, and therefore may be used with optional glazing In the wind borne debris region. Y .AI �. *•. ��, strength of 80 ksi and arefinished with an ASTM A525 minimum G 40 galvanized coating. The gage and id �+ •., Rto •`�. inn quantity of U-.bar braces varies depending on the amount of windload resistance required and the height of the 1C� fy p,b ���®` door. 8. SUBSTANTIATING DATA �.• t �: t l ► 1. Test Report Numbers ETC 06-976 18504.0 and ETC-06-976-18504.1 in accordance with ANSUDASMA 108- STATE OF � ottttli+d In addition to three-inch horizontal spanning U-bars, some of the assemblies fisted in Tables 2 of this report are p Gy ;' '✓� braced with vertical aluminum sts made it of 0 125 inch thick 6063 T6 aluminum alto The not is a 2002 for transverse wind load and ANSI/DASMA 115 ZOOS for large missile impact resistance by ETC Mark A Sawicki i 04=` ♦a" C Windload Specification Option Maximum Size Positive Design PSF Negative Design PSF Reinforcement Glazing Available Yes/NIo Door Impact Resistant YeslNo Wid th idth Height 411039 9'-06 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 9,4, 14'-0" 35.70 41.00 3", 20 gage U-bars Yes No 1 4110431) 9'-0" 14'-0" 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 99 Yes No 411045 _ 16'-0" 14'.-D". 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' 16'-0" 14'-0" 30.00 33.50 3", 18 gage U-bars Yes Yes 41104811) 16'-0" 14'-0" 34.40 38.30 3", 18 gage U-bars Yes Yes 411049') 16'4' 14'-0" 46.00 52.00 3", 18 gage U-bars Yes Yes 411050 18'-0" 14'-0" 12.40 13.80 3" 20 a U-bars gag Y es N o 411051 18'-0" 14'-0" 18.50 20.70 3", 18 gage U-bars Yes N4 4110521 iS'-0" 14'-0" 34.40 38.30 3", 18 gage U-bars Yes Yes 411053C) 18'-0" 8'-01, 34.40 38.30 3", 20 gage 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 telescoping post assembly. Thouter member outside diameter is f .7a" wide x 4.00" long. Thepinner member Laboratories, 297 Buell Road, Rochester, N.Y. 2. Test Reports FL PE 72613 ���! •''••"••1`���y outside diameter is 1 T' wide x 3.72" long. Reference drawing 411061 for additional information on the CTLA 1672W, CTLA 1672W-1, CTLA1672W 3, CTLA1734W, CTLA 1734W-1, and CTLA ors Its tie! installation of the post assembly 1734W-2 tested in accordance with Miami -Dade County Protocol TAS-202 for transverse wind load and TAS r!►%� „ �a';w 1, D TO isgqgg O i?oor fro ' � j „t HMI XOpp. .t gg9{.rq � �.._ s rw +�+}�ypr+ry . ; O d D.o fro_ � 4 �.-- r�y �Verh d.DQO .....,. .. _ .. ... .. r. �� v , e r a r t• tto .:as"r, dl r @C}I Ct O 3H a of anw . .- d n.... S a oidrn Gor aL n ... , , _ _ s _ _ _ tP r _ . - ,... ,.... ., .. _ , y < .. . , . , _ _ . -� verhead < r. r r on as" t , . OA a b o Ho1di sC t or a I> ID rho.... arnM at n .. -_ ,.. ._ � ta. sI r_ _ _n _ :,,.._ ,fr e .... . _ ... $ L _ ,. _ _ , :. .. .. :..... ve ea - I�. rh o c r . �a .... or o xLsIIe�I� � a �,., , m at fS nw of n = r or n •: a . dI. ri _ � _ t_n sCo -... ._.._ _.:... aUo _ _- .ary _ _ H _._.9.. �t4T W _._ _ ,_ _ a � F GO? _ ._ f!F•.. r tO .. .. , _ Q a i n A S r of San :H d'n s uo u wa ra n . ....: ..:.. .... ..... ..: ,:. .. : ..' .. , ,,: ,;: i 4 � 6t tp a - 5200 W. CENTUBY BLVD. LOS ANGELES, CA 90045 Smooth / Wooed' Grain Write Wood Grain Rustic � Mahogany Series N Fiberglass Door INSWING / OUT$ i/iN "IMPACT, GENERAL NOTES 1. This product lids been evaluated and is in compliance with the 2010 Florida wilding Code (FBC) structural requirements including the "High Velocity Hurricane [one''(HVHL). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in file "HVHZ" fhis product complies with section 1626 of the Florida 5uilding Code and dads not require an impact resistant covering. 4. When used in areas outside of the 1-IVH2" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC" and dads not require an impact resistant covering. This product meets missile level "Wand includes Wind Zone 4 as defined in ASTM El9?6 and Section 1609.1.2.4 Of the FBC. .5. For 7x stud framing construction.. anchoring of these unify shall be the same as That shown for 2x buck masony constructlon. 6, Site conditions that deviate from the details of this draMna require furrier engineering analysis by a licensed engineer or registered architect. 7. Outsyving configurations meet water infilfration requirements for "HVHZ°. 8. Inswing configurations do not meet the seater infiltration requirements for fhe "€;VIIL ". Inswing units shall be installed only in non -habitable areas or at habitable locations protected by an s overhang or canopy such that the angle between the edge of canopy or overhang to sell is less than d5 degrees. _ m TABLE OF CONTENT$ I Typical elevolion, design pressures. & general notes -� 2 - Roo panel details S 4 5 HD[laontal crass secfao;is — Vertical cross sections Buck €xnd frame ar cnarfrsg 11 buck mcsson y consln orlon 6 Frameonchonng IN buck rrasonryconOuction 7 Bill of €n+aterlals & components STILE (COMP.) � DQOR' E HARDWARETAB E AIA14UFACTURFO MODEL. KNOB: SIGNATURE SERIES KM/IKSEr DEADSOLT: SIGNATURE SERIES (700). FRAME WIDTH z z z � S � ti < 0 0 ELAI BOTTOM RPJL — UJ t' . ' .. I t QT f (cable.) VERTICAL CROSS SECTION w z 0 3 op ' Z y rE 02121112 z Am. N.'f:S. Y.6r: LFS } WING ND; FL-15180.11 1-W MIN. EMB. (TYP.) 20 21 C A J R>S o R" a & � ^� m on•; at i z t9mfL�t4 18 8 7 INTERIOR 40! -� ao E 4 1 2 O 3 0 0 3 z f 3 17 3 EXTERIOR a F H In m Z "' 1-114"MIN. D g HORIZONTAL CROSS SECTION F � o iNR ., EMB. (TYP.I 3 4 3 ShownwliXsub buck EMB. (Typ.( a �d a C 4 4 ` m L C-SINK (T1'P.) C-SINK +- , a / (TYP.) n / 0 In o u 7 8 40 $ ] > INTERIOR INTERIOR 40 6 a Q s� a n �. �. o I) EXTERIOR 27 ) p EXTERIOR --- K ° DAM 02 21112 sakL N.T.S. DWG, ar: JK a M 1 T ` "' LFFS HORIZONTAL CROSS SECTION Outswing shown -ins ring Z HORIZONTAL CROSS SECTION ( / F h °ROW N0•. 3 also approved $ aufswing Sown - inswing FL- 15180.1 1 also approved s �r 3 ov 7 _:2_— EXTERIOR INTERIOT 1 VERTICAL CROSS SECTION 4 Oufsvrirg shown frowng afFO CjpprOVBfJ EXTERIOR INTERIOR a a.: 3 VERTICAL CROSS SECTION 4 Oufswing configuration - EXTERIORINTERIOR EXTERIOR INTERIOR /21 VERTICAL CROSS SECTION Q_VERTTCAL CROSS SECTION 4 Inswing configuration See general rates, sheet t tor'HVHr water infiltration: requirements FL-15180.11 60rer -oN 3-d 'TPIw4*S -d UOPUAI N0t1O11tl1SNDO A2FNOSiW HO08 NOISIA38 .KZ ON180HDNY 3Wb� ONY A0116 31d0 ON Y ^ ^j £Le6 'oN Veyi K) ain°rLrylga N � � Ci uow;6u3 ro�ar•�aad » aPo8 ePVwd :k16h3SSV No 1HVd - N 1= -� M I� Leie'Bsp'cLs .eN —1d 806a SSY198 U Z q Inl sbscs v -14°n orz -1 'o l(+ 'ONI OddLSYTd •ow 'sursi�nsNoo aNravn Q�9 - N. � � Y �� ram,. 61IN30 NO 'XVW..VI h SL'li h�-S'S l I .1' 213LN3O NO L � i I •,row.st `v x o C s U - OW C �O N M .V91 id100L1 - 109T Z, m Bo'ON '3'd '4PrwV°S '.4WPuih ��.�ut. Ne11xi SNN0O AMNOINW NOlTi� XL �NI2fOHDNN 3WV2(j SNOfSIA32t •oN uoNozVc �ieeUli�a sLae la s»w iqugomyPid 3e. P S PPJI.L3 =AleW3SSV 210 1Wd L6t4'Bf�-f LG =oN we4d sascs -UHwn ocz xoa od lY' t1000 $$Yt.%213131,i 'ONI Odd1SYld g 'ON) •sunnncmoo awaune C77�9 -�j ESL' l t f�- I,dL ,bZ m z c 4 x E o N U tS m v It O 11311,130 NO 'XVW.K ,> S m c C 2 cal o .8 os v a,aoa =m�8 �r v il�Ea C ID 0 o - I EEEm D 0 t . Q•O Y: zz d m x Q_1DE-a �Ow pta'Ew U �� z O O 'b O t tr E o %0 LU U K 0 O O °0 U 5 0 ID Z0 -6 - aaa bo E U CD o per zem�G 0U'nUCaU = C4 M 6 1 1- I�A- .. e"C* 'ON 3•d 'TP1w 10S •d uoPwet SNOISIA3?1. SlbT2131bW 30 1118 S3i(]S532Td Aa 31VC7 ON W100 'SlIV130 1L4.403 o> Y a £l88 •oN u Ozl.»y ip Ri ulvJ XI' STV130 QQV - t O Jm P uao41643 J-U-I-rai°Id to PIO°8 OPuoid-GV43SSV NO 12Nd Nr'. STV130 00b' L.._ L6I6,6GQ'f{-9 :°N a-ild - -..- Sal lad oloe Mod 31vQdn £ ^.2 .. z N �I 269££ -1d -OVIRA o£t xoa •o-d)ny 11330S WAN1WAlV ffi z 'DNI 'SLNY117SNO0 flNld'11f18 QQ�7 _ i,i SOFFIT AIR FLOW TABLE :se PP 4-d .Iv.wnoo=JAnU(721d 3 o AIR FLAW AIR FLOW .,,. ®° U p \Vp SOFFIT TYPE SOFFIT TYPE ee 11gn� ° fl tD Q -- O /// z nAEA O'i1 .f-¢N/ A R V 1� C M = Z W /UJ Z aREafi4 NdAS¢ APEA Y' 2 ® Y f>] W ACW < G CENTER VEN7 i( F \\\\\\\\ q- z I t ��pgpe z U, W N a 1 i 3 e NARROW ! ®@�®°0� .12S 0 +� O o a 4F �,''"•-' FI a\a\°\\ q z 3 a 3.$1 2.71 to z_ o `o ^».-uo PATTERN ( •_ Q mow. yM �.�p (gF,�,ap ee CONSTRUCTION (� N LLS. C Y FULL VENT 'ULLVENT RV O MfiYll✓ISIi,wJ'[iY 4wW NSTiC6LDC#8"Y,./D7 tVE4�.tTYL+ IL NARROW ° NARRow I \\�\® m C 'C PATTERN !11 74 8.i 6 Po PATTERN 11.74 8.15 {o®0.. _+L-I/. Z x Z 'S e'v� 1 } = o Q ,o 5140 West Clifton Street m ¢ a ^�� ®a0a rrT� r1 E o _ ®. \\\aa\\\ °\®°\\a\ O� \ U 0 0 0 0 E 5 LL O LL m Q a\°\a\\ °°\\\\\ f v � T� m � c o O C FURL VENT MOP i °/ FULL VENT YN �a�-C_ p ! 1 a N aW m o co \ t, o Tampa, FL 33634 \\\ °°\ ✓ ° PATTERN 3.6� 2.54314 PATTERM 3.69 2.56 I° ®��04W U 0 SO � J N I I C oo I ®\m0�\gym i� i Z> „ �` LU E D O 0 0 0A 0 I .J Q � s ` Ina° � °° m "TRIPLE 1 p rr Q "QUAD l / /� /"� r► �0 LU E G 3 �RI LE 4 &C QUAD 4 av;`� � 0": ®m n n n N n n � m ii � � z � a j -- / �-- � 3 1.54 i0 °° LOUVER PATTERN (FULL SCALE) J 1.25" (LOUVERS FORMED IN SAME o T i U m H m Bt ALUMINUM SOFFIT `�� ®,®®�@�@�® DIRECTION ASRIBSj II 2 al k o i.T' ®\3 it 0 a /1 W t TRIPLE 4 tr4) 0 1=0 - .0T 1 v00m�\m0 o a = Q I I -- .0155' 0155' e\®hoav ] I _ [1 Td-6121.OI IS THICK) } ®��� �r o I I T 4-0i4 (.0135'THICK) m 1- - 76" c. I m I c3-I t o ¢ z i -w 4",6" OR 8" 0 0m` %\ L D.3B0" � z T' _ o z VIEW "A -A" (4 X SCALE) W a i:l FASCIA J"CHANNEL \o�®Ooo�q rY FOLLVENT-WIDEPA17ERN rr II F1 I� N/ GENERALNC7TES =f o �Z}-"-- "F CHANNEL o a o o 6 U' Aluminum Aluminum lw � (r_ollve , formed in same o L9 11 = m O� Aluminum®�00\�\� Direction as ribs} ~ o ? I I W 1. This product has been evaluated and is in compliance with the Florida :vaa N.w a a I °°®®�® ow°°o°°a°° a a i{ 0 f ¢ _ a\°°°° a Y Y .33" COVERAGE IREF1 Building Code excluding the' High Velocity Hurricane Zane' (HVHZ}. °\\\\\\a wa`:wr°� ` > > RIB ISYM) ' a cavc�AeE{REH RUNOUT O\\\\ 2. Product anchors shall be as listed and spaced as shown on details. °°° ( at � �� Anchor embedment to base material shall be beyond wall dressing or +2. 0151 R. T aaa\ ` iv -0' C 03i i.R, 42 1 .125' stucco. °\°°ai - 40'- N Z A5 0' 0 0 0 0 O Bn o In o W oc 3. Site conditions not covered b this dra in are subject to further \\®aav` a a 4c :33° Q [1 0 °°°w`I'm °O ®® o o Q "' '�`, �° �$ a engineering analysis. \ � rI _ \ate°ei\ 3i _ y � t \°° a - .66" �„ � I I � ff77 � I� (� rrTi � tt7T � °°°A °\\m � �' a = O ,.33,.. H 0 0 U H U t4 \ \ rx In h :1:may w z \\° ¢ A °° aq9 n m a " o uT o uT 2 O U .RIB AND END DETAILS `R Q 0 a a Q � ¢ a w � -2 4. 1Nood/CMU wail construction, by others, must be designed properly to ®®®\a°°\ ,°� `�. 4 (� {� ( 0 0 vo ° ° ° woo h W w z n a �i Q G U z PIE receive loads from the soffit and/or 2" x 2" baiten strips. \rma°moawm �.e �° o Q a lz'CoVERAGE [j 0 I Q [jA °° q°° ° ? < 2 L" + + + + + x \ °v�>z�w zz� °°.aa>.. -• 11j16"F.�+ LOUVER PATTERN °°\°+\��® o� x m 4" PITCH 12 5/8'° wloa+Avwr_aaLE FOR LOUVER$ (LOUVERS FORMED IN SAME \°°moo,°° a@°°° rn 4 O T O < n O C7 TABLE OF CONTENTS 04vva\ aw a,4a' m ¢ DIRECTION AS RIBS) -� ° °®q ova° F i Z Z Z Z ? w O O u' TT p O to �i w �c (; Z oc O O > > = XU Q w W w�Z SHEET# DESL RIPTION I a\a\a°ao a w�a N n o I\ n p c IoP�g°° n a 2¢ n -- .-sru.nmwmm FT zp.388" ip °°° ^ M Q J J J = J ) o �' Z t" z I Typical elevations & general notes ®°evaoo " N TRIPLE 4 PANEL ° °� o o a < Q < a w tb"COVERAGE \ a° m\ \ ° a I I Z O - 2 Panel details aaa * n v®° a DATE: T 9/09 - - _- - - \� \° 3 Soffit details &design pressures Q 69" (REF] °®° a -' scA�: N.7.$. I VIEWW"A-A"r4XSCALEj ad�°�®°\®'a°q\ae N-T_S_ - .zo oat 4 Soffit details & design pressures m 4.00" PITCH 2,b2' YnarH AVABAaLEFOP,, LMVERs \`+ \°° ®a°a 5 Q u O p , a z --- D@(0 Hr: UK 4° a° a Dwc. a: JK m 'n �I 5 Soffit details, design pressures hill of materials QUAD 4 (Q41 (111.4 PLsl W° °®�\ � I t° 3 O 3 m - - - DHlc er LFS l- FULL YENT s NARROW i/ENT PATTERN°°°aqa CHK. BY: LFS i 1 Q z cd - t4 4 olz (.Ons mfcK1 rc Q-hU141,D13S' THICK) DRAWING ti0" - - q . "'•"' _ l� 6 7 (towyers formed in same direction as ribs) \ DRAWBdG NO.: FL-- 12019.1 °a (� QUAD 4 PANEL FL--12019.1 a I -.. SHEET 1 OF 5 J Q ' ..,. SHEET 2 OF 5 O. A � Z zoo rC <<Ua 1-. JWFC1 6Z Xa - _ vCeLLl mO ?U0 oe Q< 3. n �fmIS :z layi x o to m aZ U ®R , M M M M '� O M Z 1 o -L 3 v i i ,e "T ., a DESIGN PRESSURE'(PSF)' O SINGLE SPAN LENGTH ' w= z O C `h z w "A" POSIT! E NEGAlT1(E ROOF OVERHANG » H z z ` M- I SPAN A „ - _ _ SPAN „ A - SPAN ,. A „ M -ROOF OVERHANG ?�.. : .. .. SPAN A n ; Q C? r- N C ROOF OVERHANG ROOF OVERHANG ROOF OVERHANG m N"J SPAN " A " 8" +70.0 -141,Q S E OTE2 .14 z nh ° �\ S O w Q E _ q w b z N W z U U U iL d L j X F. _ I I LU T ROOF 'a, z ROOF o m - _, �e d ROOF ROOF W ROOF _ 1° 3 FRAMING FRAMING FRAMING � �-c, a FRAMING 14Y' +AO.O -60.0 FRAMING w m(3 c12" N..;1z . x z m o S$ ALUMINUM ALUMINUM z o° IR a ALUMINUM ALUMINUM ° "' -- -- o . FASCIA FASCIA E H v FASCIA m R • TRIM TRIM a o a a m o �` TRIM ! r T4" r 38.5 -38.5 FATRIM 9 t 9. C -- t* ==-=-4 g` A_--_ = 16" ma- +30.0 -30.0---=-__ ---_ °E t CMU OR CMU OR SOFFIT CMU OR • �y ° e f CMU OR - - -/T - - CMU OR E (� SOFFIT SOFFIT E �j�S U WOOD NOTE J WOOD O r100D W000 J� WOOD o SOFFIT SOFFIT u' SEE DETAIL"A FRAMED SEE DETAIL C FRAMED SEE DETAIL "A" 1 FRAMED / FRAMED 1. WOOD FRAMINGAND CONNECIIONSTO BE DESIGNED FRAMED 6 SEE DETAIL"B" SEE DETAIL D" SEE DETAIL "E" �/ BY THE ARCHITECT OR ENGINEER OF RECORD SEE DETAIL " C " SEE DETAIL " f " SEE DETAIL " G " 2.12d COMMON NAIL OR 311 b° ITW GONCRETESCREW SIDE VIEW SINGLE SPAN W/F-CHANNEL SIDE VIEW -SINGLE SPAN W /3-�CIHANNELS SIDE VIEW - SINGLE SPAN W/3-CHANNlEf. 1� YMIN.1 1l4"fMBEDMENTi�24"ONCENTFR SEEpETAIL'°1 " (shovtnw/truss/framin4cantilever) (Shownwltruss/rramingcantileyer) (Shownw/truss/framirgcantilever? awe 1 SIDE VIEW SINGLE SPAN W/F-CHANNEL SIDE VIEW -SINGLE SPAN W 3-CHANNEL y (Shown w/ truss/framing overhang.) (Shown w/ truss/framing overhang) y a DESIGNPRESSURE(P,SF) a� m o4 SINGLE SPAN LENGTH TRIM NAIL ATTACHED "A" POSRIVE` NEGATIVE THROUGH FASCIA NOTE; STAPLES INSTALLED 17' O.C. (INTO WOOD) z z TRIM NAIL ATTACHED Cn5 1 b" O.C. MAX. IN J-CHANNEL SLOT OR T-NAIL @ 12° O.C. 1E SP - STAPLES INSTALLED @ g N' FOR SQUARE CUT OVERHANG, _ THROUGH FASCIA w y [INTO WOOD OR MASONRY q r?i 12 O.G. {INTO WOOD) ow 8" +lO.p -141,0 -TRIM BOTTOM OF FASCIA FLAT ( l " a lb" O.C. MAIL: o GI INJCHANNELSLOT - - - - - AGAINST PANEL STAPLES INSTALLED @ 24" O.C. (INTO WOOD) o 1 STAPLES LOCATED 8 0 1 OR T-NAIL 17' O.C. o F +60.0 -60.0 o z< ON F-CHANNEL LEG OR T-NAIL B 1T' O.C. STAPLES LOCATED o 24' O.C.. INTO FRAMING 11 a a (INTO WOOD OR MASONRY) 24" O.C. INTO FRAMING INTO WOOD 4 a NOTE: FOR SQUARE CUT OVERHANG, OR MASONRY) 12" t50.0 -SQ.Q 7 8 12 �g TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL 9 11 f 74"t3$.$ -38.5 5 ( STAPLES LOCATED 24' O.C. INTO FRAMING 4 11 $ O U g - -- a STAPLES INSTALLED @ 1` rn NOTE: WOOD FRAMING AND C©NNECTIOONSTOBE STAPLES YIVSTALI.EL7@ .,.__....._.� 2 � - .- '" � 12^O.C.(INTOWQAPI i7 DESIGNED BY THE ARCHITECT' OR ENGINEER END OF PANEL AND r - - _ _ _ 11g' N IN f-CHANNEL SLOT OR N OFRECORD B' MAX. O,C. 5 MAX. 10 0 a 8 ; (INTO e� O OR (SEE DETAIL ".1",SHEET S) � C.�_ � -__-_� o=' �_---______� ONTO WOOD OR �'M_ � 11 118°'MAX. - 5 1"MAX. o cC� o--- ----------� o 0 0 J 1 g DETAIL T@ @@ �__ z a ' sm DETAIL @@ 11 �Qe 2. Iv. ...<....._.r..- \ 2 R STAPLES INSTALLED f Fascia -® - - -� „� w z END OF PANEL AND 1® z IFS- J-Channel f- I _i if8" o � � 8"MAX.O.C, ym_ cr) =__-- MAX. r" m (SEE DETAIL"J" SHEETS) x I _ G 13 3 ( 11W MAX, - w o z ' STAPLES INSTALLED @ 24"Q.C. INTO WOOD o Q \ ( J. {I 1" MAX. F'➢ N. `- Z U 1 /' MAX. N ^ z O - - ON -CI -CHANNEL LEG OR T-NAIL 12" O.C. ° I- 9'°MAX. -_ Lo �- LL STAPLES INSTALLED IT O.C. INTO WOOD 1 9 09 F 1(8 MAX. a+e 1 9 U9 (INTO WOOD OR MASONRY) 4 o fl INJ-CHANNEL SLOT ORT-NAIL 12"T?_C. SCAM N.T.S. _ 5 scvE N.T.S. STAPLES INSTALLED @ i 2 i C. INTO WOOD �' a ( j e J� @@ @@ OWO.Bv. �1K �a 4 3i 1@ @@ �aiEry� T@ €@ @/ @@ DWI BY. JK IN(:-CHANNELSLOT ORiNAIL@ IT Y.C, DETAIL D cHK. � LFS � DETAIL DETAIL F DETAIL V cHK. er LfS 3 (INTO} WOOD OR MASONRY) ,r @I @® J-Channel DRw mxr a Fascia F-Channel J-Chanriel ORRwxc No: ��IL Fascia FL-t2t3t9.1 o -_ a � F-Channel 0 sHEET 3 of 5 sHEEr 4 or 5