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Home My WebLink AboutBIN B-3 PERMIT 4456 TERMITE SPECIFICATIONS: 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL.(FBC 104.2.6) 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4) 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE WALLS.(FBC 1503.4.4) 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.(FBC 1403.1.6) 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL is COMPLETE.(FBC 1816.1.1) 6. SOIL DiSTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED AND FORMED.(FBC 1816.1.2) 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT.(FBC 1816.1.3) 8. MINIMUM 6 MIL VAPOR RETARDER MUST BE I~STALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED.(FBC 1816.1.4) 9. CONCRETE OVERPOUR AND MORTAR ALOI\G THE FOUNDATION PERIMETER MUST BE REVlOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816.1.5) 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS.(FBC 1816.1.6) 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED.(FBC 1816.1.6) 12. ALL BUILDII\GS ARE REQUIRED TO HAVE PRE-CONSTRUCTION TREATMENT.(FBC 1816.1.7) 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A L1CE~SED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."(FBC 1816.1.7) 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. (FBC 2303,1.3) 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0": OF ANY BUILDING OR PROPOSED BUILDING.(FBC 2303,1.4) A.B. Abv. A/C Adj. A.F.F. A,H.U. ALT. B.C. B.F, Bk Sh Bm. BOT. B.P. Brg. Cir, Clg. Col. Compo C.T. D Dec. Ded. Dbl. Dia, Disp. Dist. D.S. D.V. D,W. Ea. EW. Elec. Elev. Ext. Exp, Anchor Bolt Above Air-Conditioner Adjustable Above Finished Floor Air Handler Unit Alternate Base Cabinet Bifold Door Book Shelf Beam Bottom Bypass door Bearing Circle Ceiling Column A/C Compressor Ceramic Tile Dryer Decorative Dedicated Outlet Double Diameter Disposal Distance Drawer Stack Dryer Vent Dishwasher Each Each Way Electrical Elevation Exterior Expansion DATE ABBREVIATIONS F.B.C. Fin, Fir. F.G. Fir. Fdn, Fir. Sys. F.PI. Ft. Ftg. FX Galv, G.C. G,F.1. G.T. Hdr, Hgt. HB Int. K/Wall K.S, Laun. Lav. L.F. L.T, Mas. Max M.C. Mfgr. Micro. Min M.L. Mir. Mono N.T.S. Florida Bldg. Code Finished Floor Fixed Glass Floor Foundation Floor System Fireplace Foot / Feet Footi ng Fixed Galvanized General Contractor Ground Fault Interrupter Girder Truss Header Height Hose Bibb Interior Kneewall Knee Space Laundry Lavatory Linear Ft. Laundry Tub Masonry Maximum Medicine Cabinet Manufacturer Microwave Minimum Microlam Mirror Monolithic Not to Scale Opn'g, Opt. Pc. Ped, P.L. PLF Pit. Ht. Pit Sh, PSF P.T, Pwd, Rad. Ref. Req'd. Rm, Rnd. R/SH SD. S.F. Sh. SHT S,L, S.P.F. Sq, S.Y.P. Temp. Thik'n. T,O.B. T.O.M, T,O.P. Trans. Typ. UCL U.N.O. VB Vert. V,L, VTR W W/ W/C W.A, Wd WP MASTER REVISIONS DESCRIPTION Opening Optional Piece Pedestal Parallam Pounds per linear foot; Plate Height Plant Shelf Pounds per square foot Pressure Treated Powder Room Radius Refrigerator Required Room Round Rod and Shelf Smoke Detector Square Ft. Shelves Sheet Side Lights Spruce Pine Fir Square Southern Yellow Pine Tempered Thicken Top of Block Top of Masonry Top of Plate Transom Window Typical Under Cabinet Lighting Unless Noted Otherwise Vanity Base Vertical Versalam Vent through Roof Washer With Water Closet Wedge Anchor Wood Water Proof STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA FOUNDATIONS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U,N.O. CODES: FLORIDA BUILDING CODE, 2001 EDITIO:-.J WITH 2003 REViSIONS BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02) SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 30102) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-02) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 EDITION APA PLYWOOD DESIGN SPECIFICATION SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) FOUNDATION INSPECTIONS A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDII\G INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, A SLUMP OF 6" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0,63 2, ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40, 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. W'NF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH A 2'-0" LAP PROVIDED 6. MINIMUM LAP SPLICES ON ALL REIr-..FORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM REINFORCING STEEL ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM RUST, SCALE & OIL & SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE- CAST CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRII\GERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE DRAWINGS: FTGS, WALLS, COLUMNS, BEAMS, SLABS: 36 DIA. OR 2'0" MIN., WHICHEVER IS MORE. FILLED CELL REINFORCING: 40 DIA. OR 2'-0" MIN., WHICHEVER IS MORE. TEMPERATURE REI~FORCING: 20 DIA. OR 1'-0" MIN., WHICHEVER IS MORE, WELDED WIRE MESH: 8" LAP WOOD FRAMING INSPECTION LIVE LOADS: ROOF RESIDENTIAL FLOOR, UNLESS OTHERWiSE INDICATED BALCONIES STAIRS LIGHT PARTITIONS (DEAD LOAD), U.N.O. WIND LOADS BASED ON FBC, SECTION 1606.2. WIND VELOCITY: 123 M.P.H" USE FACTOR: 1.0 20 PSF (REDUCIBLE) 40 PSF 40 PSF 40 PSF 20 PSF 10 PSF ATTIC L.L. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-INS MUST BE COMPLETE, I~SPECTED AND APPROVED BEFORE REQUESTII\G FRAMING INSPECTION. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS, 2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS-GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPOR- TIONED ( WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIOI\iS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FOLLOWING DESIGN LOADS: 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER, SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. WIND LOADS: (F. B.C.) CONCRETE STRENGTH @ 28 DAYS ALL CONCRETE UNLESS OTHERWISE INDICATED PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY (DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS) 3000 PSI 3000 PSI REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ALL REINFORCING BARS ALL STIRRUPS AND TIES ASTM A185 ASTM A615-40 40,000 PSI ASTM A61540 40,000 PSI CONCRETE MASONRY UNITS: ASTM C90-99b, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION is REQUIRED DURING CONSTRUCTION ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 STRUCTURAL STEEL: WOOD FRAMING: BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N,O. NO.2 SOUTHERN YELLOW PINE (19% M.C.) ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB VERSA LAM BEAM Fb = 2900 PSI (2.0E) WOOD COLS. PARALLAM 2.0E U.N.O. DESIGN LOADS: TOP CHORD LIVE LOAD: 20 PSF TOP CHORD DEAD LOAD: 10 PSF WOOD ROOF TRUSSES: BOTTOM CHORD DEAD LOAD: 10 PSF 40 PSF 10 PSF BOTTOM CHORD ATTIC LIVE LOAD: SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. DESIGN LOADS: DEAD LOAD: LIVE LOAD: TOT AL: MASONRY WALL CONST. 1. HOLLOW LOAD BEARING Ur-..ITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM r-..ET COMPRESSIVE STRENGTH OF 1900 PSI ( f'm = 1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI SLUMP 8" TO 11". 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT, 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWiSE NOTED. 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS, UNLESS OTHERWiSE NOTED ON THE DRAWINGS 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS. WOOD FLOOR TRUSSES: 15 PSF 50 PSF 65 PSF ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL BEARING VALUE: BUILDING DATA CONSTRUCTION TYPE - TYPE VI UNPROTECTED (SECTION 608 - FBC 2001) MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE HOMES WIND SPEED 123 MPH (3 SEC. GUST) WIND IMPORTANCE FACTOR - (Iw) = 1.0 WIND EXPOSURE - "B" (FBC 1606.1.8) INTERNAL PRESSURE COEFFICIENT = +/- 0.55 (PARTIALLY ENCLOSED BLDG) WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, ( I,E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE SHALL BE USED REGARDLESS OF SPECIES, DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) WINDOWS AND DOORS 123 MPH + 38 PSF / - 40 PSF GARAGE DOORS (V = 123 MPH) SINGLE 9x7 +37.0 PSF / -40.0 PSF DOUBLE 16x7 +37,0 PSF / -41.0 PSF SEE FLOOR PLAN FOR ACTUAL PRESSURES WALDEN GRANDE 2003 STEM WALL GENERAL NOTES: THE FOllOWING TECHINCAl CODES SHAll APPLY: 2001 FLORIDA BUilDING CODE, WITH 2003 REVISIONS PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70-02 NATIONAL ELECTRICAL CODES 1. TANK TYPE WATER CLOSET VOLUME 1,6 GALLONS 2. WALL MOUNT WATER CLOSET VOLUME 3.5 GALLONS 3, WATER - FLOW RATE, PUBLIC FACILITIES 0,5 G.P.M. PRIVATE FACILITIES 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 4. ALL WATER LINE PLUMBING TO BE PVPC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2001 FBC. o PORCHES AND BALCONIES SECTION 1014 o HANDRAILS - SECTION 1007.5 o GUARDRAILS - SECTION 1015, 1019.9 o STAIRS - SECTION 1007 o CHIMNEY & FIREPLACE SECTION 2804-2806 (MFGR) SECTION 2113-2114 (MAS) o EGRESS WINDOWS SECTION 1005.4 5. ALL OPENINGS SHALL COMPLY WITH 2001 FBC WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O,H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTAllATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTIO~ 2405.2) SHT NO: 1 2 2A 3 4 5 6 S-1 S-2 S-3 S-4 S-5 5-6 S-7 S-8 S-9 S-10 S-11 S-12 5-13 S-14 S-15 S-16 S-17 S-18 INDEX OF DRAWINGS TITLE COVER SHEET FLOOR PLAN DIMENSION PLAN FOUNDATION PLAN ELECTRICAL PLAN/ INT. ELEV. ELEVATIONS TRUSS LAYOUT MASONRY DETAILS LINTEL PLAN AND DETAILS DETAILS DETAILS DETAILS DET AI LS STRUC. NOTES & HANGER INFORMATION DET AI LS DETAILS ROOFING DETAILS DETAILS DETAILS PRODUCT APPROVAL WINDOW DETAILS WINDOW DETAILS DETAILS DETAILS DETAILS NOTICE TO BUILDER IT IS THE INTENT OF THIS DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESS- ONAL TO CONSTRUCT THIS PROJECT. IN THE EVENT THAT SOMETHING IS UNCLEAR OR r-..EEDS CLARIFICATION..STOP..AND CALL THE DESIGNER LISTED IN THIS TITLE PAGE. 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Q.. 0:: () 0 0 1 () w J- CO ~ 0 OF I Z U) L!) 25 ::J ('I) W 0 J- 0 > LAST PLOT DATE N @ 0 May 09, 2005 Z --.J COVER SHEET - 9'-31h" 5'-4" ~ PLANT SHELF LANT SH ELF PAS - THRU HfOD . 0 D RANGE 0' D - o , 00 TILE TO 16" 1A3 w (J) o Z --l --l :J .CO N W/C SOFFIT 1/ PLANT SH ELF SOFFIT - ~ I I'- BRKFST NOOK AREA PASS-TH RU @ 42" A.F.F. I II I OJ D/W @ PLANT SHELF SOFFIT OFFIT D -100"1 - -., 11111 11111 11111 I III.: - - 0( IIII I I 11111 I I ilK I I I ilK I I I 11ft I I Ilia I I 111111 I 111111 I 111111 I 111111 I :- -;;;a, -==:I. -=- .....:..JJI!y' -=a. "';;II ~ REFRIGERATOR (0 KITCHEN VIEW& NOTE: VAULTED CEILING IN KITCHEN MC MIRROR w (j) o Z -1 -1 :J OJ C\J 01 I I OITJ WIC TUB @MA6TER I3ATf-iROOM INTERIOR ELEV A TION5 REFER TO FLOOR PLAN & FIELD MESUREMENTS FOR DIMENSIONS. SCALE: 3/8" =1'-0" @ I3ATf-i 2 1/ MIRROR 0 I MC 00 I I I OJ Z ~ o o 0.. W I- U') w l? <( 0:: <( l? o I- C? r-- M :t 00 Lf) 40'0" 8'-8" 15'-0" 10'-8" 5'-8" PATIO EGRESS 35 SH w al ~I- (I) al 0 o _ .~ I al T II T I III II 1111 II::: :: IIII 11"1 Tn 7~' EGRESS 12'-0" ~" fll\ [3\. ~ ~ FAMILY ROOM \8J BEDROOM 4$2 8'-0" X 3'-0" EGRESS 25 SH 6068 SGD - II III~: 'I 1IIIIT1 II' 11 T I II - , - - - - - - - - - - - - - - - EGRESS , '~0 ,<')v ,~ ~;' MA&TER &UITE , ,11'-8" x 16'-2" VAULTED CLG. CARP.ET ----~---~------ , , , , C? ..., ..., 15'-0" x 20'-8" CARPET 11'4" x 10'-6" ::' 8' CLG. ~ _ _ ~ARPEI _ _ _ _ __ G.T. e--- :AUlTE~ ClG,- - - 15'-8: - --; ~ 10'-0" CLG. -~/ @ /':~ ,...-.JJ 2868 1L- _ -. - - - - - - - - - -. -. -. :t o M ~ ~/= - ~ - - -~ ==~ - - - - - - - ~- ~- ....~~ - - - = ..- I := 6' -Olh" (0 _______~ '" I = MV~OOf I _ (0 I = 2' 6lh" '6' ...~ 7 5'-2112" I ~ '6' I h- .,,-, I ~ :s. ~~O ~ _ _ ..J " " ~ ",I5',y ~ WI~"'\ OON 8' CLG. : I ,U') VINYL : ~ , r - e--- 5'-8" 6'-4" 12'-4" o ..-1 9111" 5'-10" 'r r- -S'\ -' I~ wi / ZI ......I 1-1 51 ~I 2868 rr-- I- - ~... RISH ..-1 '":' (0 ..-1 ~ R/SH ~ iG DBl TOP PLATE AT i4.i I DINING 12" BAR TOP ON ~ 10'-2" x 11'-6" 2X4 WALL 10'-0" CLG. r-@ 39 1/2" AFF r.ARPET 21'-11lh" / OPEN PASS THRUIN . ,/\J.:OL FRAMING FOR SOFFIT ABOVE CNTR. 6'-5" 4'-611.1" 1'.511<... 4'-4" ~I~~IT~ Y___L~l ~'~ ,~' \,: 1[' : [J ,<~~ ' lr - I- - - ~-a5 , ~~ CJ << I' <( c '~OX:- ,'l / SI~K I' U CA? , / v -k/';i < i'l / ^~ 3'~" ,: ~ Lf) TrOH CAB~ / ,l ~ ~o' ~1- / SOFFIT ~KITCt-lEN ~ 0 j:-.== ~~L1~E _ Y 10'-0" CLG. C2 l:~== II ,,1; m AVINYL 0 I' al - --4'-101f2" I :3'-7"N~ ~ ~ 8'-10" r-~-() ./b RYER VE~T THRU I: I ~- I : I REF \1 ROOF MAX LGT 25'-0"('30\ I: 0 ~~~'~~r~~- ~. ~;:~~~~T~ : D I I W I = ( 13 \10'-0" CLG. L Q2IJ~~~_ ~ ,~-3 VINYL LA UN -':::"'v M. WI 3/8" . 00 T CK .~ ~8' CLG. ~ TE ERED GLASS\ SA j 2'-8" I...~INYL 5'-5lh" I...N/ '^' 9'-6" '----../ '1.-1 2868 1::::f'?' :<'F.P. ~ \. I -~ T - - - - - - - -1 -~ - -; I- - -~I-F~)- - P~5 JIRSHY ,kz:W ~IT --r- - rTPi41.-- ~. I (3\SHEARWALL 'Vi'~ I L' ~ii:...r+ ~ I v -v I... }r~:~< _ _ ~ ~ T.ELEV~T10N J':I'l\i~ _ _ _ _ _ /~" _ _'- _ _ _ _ _ __ _ ~. 13' 6" / 5'-2" T? = 8'-33,4" ~ f18B'\ ~. 116 '\/ /188'\)/ == ~ov . ~ \&57 = ,____~______, ~ = ~NTRY ~3 '----../ - 18'-8" I ATTIC ACCESS I -'-. I ;j \ - , LOCATE IN FIELD I - ___ ________~~ == l___~~"_~!~~'_~~N__J := ___ ___PF~~~~J_AJ~_,{ - - = 2 CAR GARAGE ~. - I- = 8' CLG.A.F.F ~ = 1/2" DRYWALL ON FRAME WALLS ~ - R-ll INSULATION IN FRAME WALLS CA? :- = 1/2" CEILING BOARD ON CEILING ~ ~ _ PAINT ALL i= - SEE SPECIFICATION SHEET FOR ~ = _ __ _G.~I~IKG_ I~~lUJ~~ IYE~ __ _ __ __ _ __ _ __ __ _ __ __, :- -- ~----- I f- - , , I- r1aB\ /ri----------------,~ y~ \. S-5 ) - , I\~ J - '----../ . - , I '--.:/ - ....'- , - HOSE - , - BIBB = i f5\ f5\ = == :/ ~ \SI ~ == - , - - ~ - - ~. 16X7 OVERHEAD ' 'I I I - .. I ,~ ICO BEDROOM 4$3 11'4" x 10'6" 8' CLG. CARPET o ~ o ..-1 12'-0" - h - ZIC ~ - ~(I)c.o ' = Z........ M ~',~~\7 _I~). ~ < - i5'=M, (0 == ~ SA T~ == .~yLLG. ~.D - ~ 6 01f2" TUB/SHOWER_I- TI LE TO 7' AFF R/SH GLASS ABV ~P;"" . / cL iJ. ~1/2" KNEE se. ~~2'-8" / ~ ~ UO~ ~ ~\j~ ~:I / "", I~/t == ItBC5009 = J - = I \::Olh" ~ ~ G.T ELEVATION I ONLY i------------- BEDROOM 4$~ ~ 11'-4" x 10'-6" .f5E.l \ 8' CLG. .~ CARPET 12'-4%" ~ ..-1 ..-1 EGRESS 5> 00 ~ , ~ I I I I I I o BLOCK TO 24" I FRAME ABOVE J d5SH ( 24 \ ~ (1\(2\ \8J\g/ BUTT JOINT ON 2 X 4 WALL WI HEADER @ 6'-8" BOT. OF GLASS 24" OFF FLOOR 6'-4" 4'-0" 2'-0" 2'-0" J ~ 16'-0" 20'-0" 7'-8" 12'-4" 20'-0" 40'-0" FLOOR PLAN SCALE: 1/4" =1'-0" -. - --" - - - - - - - - - - - - - (8\ ~ - - - - - -. - - - - - - IU') (I)~ 11)0:: Nl? w ;: I-- I-- I-- I-- -. =- I' (1)0.. ~ NW NI- 0:: w ZO 0......1 i=:::) CA? <( al 00 u........ ..-1 g~ I--' I-- >-u I-- lL......... ~, ~~ = ~ i18B' == ~ - ~ - - - i-- i-- i-- i-- "f 0) ..-1 "f (0 en. "f M ..-1 "f ~ ~ C? ~ ..-1 WALL LEGEND FRAMED WALL 2 x 4 U.N.O. It:., t::. J:L'f<li. I I 11 L~':>fl>S>J>f>LLtJ:LE .'1 I BEARING WALL INTERIOR SHEAR WALL MASONRY WALL/ SHEAR WALL MASONRY SHEAR WALL INS. W/ FURRING w () I- a z w o <3:: I- a ~ w 0::: <3:: => a (J) w ~ Ll..<(0:: '00::0 w Ll..Ll.. ~i!S~~ ~-O:::) x~o::o o:::)Ll..U o::ozU o.."""wct o.."",:s::,- <(0<(0 WO::I-z O::Ll..w <(zo::o ow<(o W:S::U')O I-~ZZ o 0<( :::)w-w oO::U')~ ",<(Z . wU')w('2z l?Z~Ll..Q <(0001- 5u;0::1-() o 65Q:S:::J Ll.."""o::Uo.. w""'w 0 0.. o::ol-;;::!<( <( Z""'......I ......1- ......I :::)......1 _ 0:: ...... R<( U') o~...... VI 0:: ......I ........ w......lO ::J>~zo:: <(0;:><(0 ~Il' ~c=JO ffi <( m U') w o l? Z o ......I :::) al t/) Q)Q)......I Cl)tU~ ~'u ~ ~ ~ ~ I t/) 0 Cl)ca8: Q)c8 - 'OJ) [L ca'- - ..t/)~ oQ)w e"Cu w l? 00 U I ~ ('.j Z 1-. U') ~ CD l?Zw <(CD~ en U')~Qo O::('.jCD . 01-0 o~'*!: Z ffiz()u w~~it 0 w~[L<..::l II,*!:. i= ~ U') - Z I-- I-- ...J W ;:) <..::lo::Uo 0::Ll..u.c.. ..J ZW~......I 00.. 0 WOU')::5U')Ll..z~r5 (I) wZU')alZOO 0 Z I:::)z:wQ::Ji=za:. " I- 0 <( I U') <( 0:: ~:J ift Ll.. Z ...J I- :> wOo co v, o <( 0.. W U') 0.. a:. . LU I-W......l~O::o......lco.... C U') "... <( - <(...J w'-'o::~MZo:: 'W ~ alO::l 0<(:::)<11( ..... w::JI-~~OI-...J:X: C I~Uo.. wua:.o 0: 1-0~~~0~~:E 0 8~~8~u;~DD Li AREA TABULATION 1554 433 89 2076 FLOOR L1VI NG GARAGE ENTRY TOTAL UNDER ROOF ATC NOTES NOTE: GIRDER TRUSS CHANGES LOCATION PER ELEVATION. PLEASE VERIFY THE LOCATION WITH THE CORRECT ELEVATION. "f co Lf) NOTE: SEE SHEET S-14 & S-15 FOR WINDOW MANUFACTURE NOTE: SEE SHEET 3 FOR FRAMING DIMENSIONS QUANTITY 115 25 2 2 1 5 60 60 5 5 10 10 10 5 15 CONNECTOR TAKEOFF WALDEN GRANDE 2003 USPID HTA 16 RT16 LUGT2 LTS20B HTT 22 RT7 SPT22 SPT4 RT3 SPT4 SUH24 HTT16 LSTA30 MP34 LSTA12 SIMPSON ID HETA 16 H10 LGT2 L TT20B HTT 22 H2,5 SPl SP2 H3 SP4 U24 HTT16 LSTA30 A34 LSTA12 ......I <i: 0:: I- ~ o (I) U') w o U ......1M [Lx alo Ll..<( wr--Ou..: <..::l~ M~ zM MO <(......I M M 0::Ll..~~ o . 00 '~OOOO U') 0.. CA? CA? Lf) 0 r-- r-- ~o.. 00 0)<( ~~ 0) o M ~ o Z 00 g ..: CA? <( I- bU')~ E ~o:: o ~w ~ LI: gMLf) cno~z ilJ~..-1Wo 'Cl.O,~ ~ CM~<i!w ~......I...,0::1- 0Ll..00:::)()..-1 'cOr-:-I--(O U')~oU~"" W Cl. ~ :::) I- 0) ..-10 O::O::.~ Lf) Cl. I I- WOO O)<(o..U')UZ 00 L!)(/) 0-1 0-1 I N- L!)I ~$ ~W ~- L!)> ~~ >-W 0:::0::: 00 1-00 ZL.() WI- >0 ~-I 1. SEE UPLIFT CONNECTOR SCHEDULE FOR EQUIVALENT USP CONNECTORS AND STRAPS. 2, SEE FLOOR FRAMING PLAN FOR FLOOR HANGERS. 3. SEE TRUSS MANUFACTURER FOR ALL TRUSS TO TRUSS CONNECTIONS. *DISCLAIMER THE QUANTITY OF CONNECTORS is SHOWN FOR CONTRACTORS CONVENIENCE. IT IS STILL THE CONTRACTORS RESPONSIBILITY TO VERIFY THE CORRECT SIZES AND QUANTITIES. ~(/) .z ~o N- ..,(/) > w c:: Lf) o ........ ~ u........ I-M <(0.. Lf)0 (0........ ~<( ..-10 ':S:: ~~ ---~ ~~@ i-- ~ I---' l- i-- i-- I-- c v FIDYER V ULT CLG. ~ V NYL ~ ~ 2fifi8 M SOFFIT I I ~~A Tt-I 2 0) LINE I Il? ~ 8' CLG. 2 (ll\ ~I I~ ~ E VINYL5'_5"lr 3'-5" ~~ I~ 00 -;~ ('1 4'-8" _ ~ ~ 3 -2" ~ Q ~ _8J.6" _ 1.~~7\ i-~;T~ -1 ~oRI~1 .VO /,=:--2X6WALL ~~~~ER ~~~~'~1 ~ ~ ~_R~.~ -Ri~~,~ ~I~II :;;v 3068" I--' ~ ~ 'V'68 h I ~ 286~~ rr ~O" Y I PROVIDE- &.1" V ~ V" = L~ PLATFOR\<1 ~ i-- C? FOR HVAC UNI ~ WERIFY SIZE W TH I-- ~ 2'-11" \<1FGR p'-11" I- w-l 0-1 Z<( <($ o::~ 0w Zl- wC/) LJ..J 0 (V) ~-IO ~<( 0 z$C\J ~ D.. SHEET NO. 2 OF 25 LAST PLOT DATE May 09,2005 Lf) o o ~ o o \ll w f- - 0 :J ZU1~1:' o ci .... I:' _ > I l\1 U1 .J []'I III - OJ 0 I > \ll []'I o ~ M ~ ~ 0 M I n. I .J M Ul LL .... I f- q: CO ~ Ul a. I ~ W .... ~ ~ I- Z o o 1.0 D Z LW <..:l Z v;~~ D LWf-C/')LW::J DZC/'):::!<( DO-I> z:2;t:?;:C/') <(NLWa:~ <..:l~~OD Za:DDO :=OLWLWU <(LLI-'f- a:Df-~Z D::Ja:C/')~ ~~tDa: ~~<(~3 w ~ 0:: U >- LI.. Z ZI-O <(Z- I- zw~ -U')> OZ- o woo Z ~U[3 OZo:: I- ~~g o..-Ll.. I ~~<i! wwO:: o al I I- 1-1-65 Ol-U 0::: Z:::) . >-00.. >- <( I 0:: ~t::0 a.. Z~U <ro::w a ...Jw ~ o..zo () U') Z I -<((j) ~~:::) 0.. 0:: o U w ~ o I U') :::) M o o ~ @ FLOOR PLAN ~ 00 l.C) 8'-8" -I III I I ":: - - - - - - -- -- -- -- -- -- - - - - - - - - - - '1 o N o ~ <.D .-1 12'-4" 9112" '1 o M 5' t'-- M 5'-8~" -- -- - -- -- -- -- - -- -- -- -- ~~ ,,-' 5'-8112" -- -- -- -- -- - -- -- -- 14'-2" -- -- -- -- -- -;-- 20'--0" 5' 00 N -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - - - - - - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -II I 2'-0" J 4'-10112" 40'-0" 14'-10" I I I I I I I I I I III I I 1'[ I I II 5'-10" ~~ <0 0', '..l 0" ~ 3'-7" 2'-8" > 15'-8" .-1 ~ l.C) N 21'-11112" 4'-6112" l'-51h'~ ~ ~ L 3'-5" -'-=- ~V ~ ~ 6'-5" " l . ..... --' 4'-4" q> '<j" ~ - L -----' " _ J ~ - - - - - - - - - - - - - - - - - - - - - r--" = 5'e1h" ~ .....--~ "'... ~ 2'-6~" 3'-~ ~ " 5'-2112" ; b ~~ \: :e"" ~- ~ [) -- ~. E ~V ~. ~ < - - - - -- 8'-10" 4'-8" " '1 <.D _ )l: \ co..w V 5' --> 1,[,/ 1::Y " n 1'-( ~ ^' 9'-2" (/ ~ -IQ"I -~" 3'-0" 4'-0" 5'-10" - - - - - 7'-8" - - - - - - - - - ------------------ - '1 o N - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - -- - - - -- - , 1111 - J2'-0" 7'-8" 40'-0" ~ II ,.'\ I I : II ~ '-5" II II 5'-8" ~ C? .-1 .-1 3'-2" I I If TTle I I I :~;~~ N~ '<j" 5'-8" :: III III 1111- 12'-0" - - - - - - - - - - S' - rl - - .-1 - - - - - - 6'-4" - - - ""f - O'l /,:, - .-1 - - ~ II -- '1 - - N - - rr-- - - - - - - - - - - - 0 - ~ - - 12'-0" 0 ....... .-1 =- - - - - - - ........ ~ ,;; l~ 8'-10" ~ ~ v ~ ~ ~ r- 3'-5";= ~ M .-1 ,~ --,-, -'~ r- , A-L....- ,/ i-- i-- r- r- i-- 5'-11" ;= 3'-6" 2'-11" '1 t'-- 1111 III : '9 .-1 .-1 r- i-- i-- i-- r- r- i-- i-- i-- i-- r- 12'4" i-- i-- i-- r- i-- i-- i-- 1111111- 2'-0" 6'-5" 3'-11" 12'-4" DIMEN610N FLOOR PLAN 20'-0" '1 c.o ~ 00 .-1 ro. '1 M .-1 UJ () f- a z UJ " <( f- a a l.L UJ 0:: <( ~ a (f) w ~ Ll..<(0:: '00::0 W Ll..Ll.. ~W"",f- O..::Z ~-o:::> x~o::o o:::>Ll..u o::ozU Q.."",w<( Q.."::~f- <(0<(0 wO::f-z o::Ll..w <(zo::o oW<CO W~(/)o f-~ZZ o 0<C :::>w-w OO::U)~ U)<(Z . W(/)w<(z l:lz~EEQ ~QOo~ o(/) 0:: f-u 06S0~:J Ll.."",C2UQ.. w..::wOQ.. O::Of-ffi<( <(....JZ ....J :::>....J-.O::::;J OU) <( (/) 0 ~..... O::....J....... w....JO :::J>~zo:: <(0:><(0 en Q)Q)....J U)1U~ ~'C:; ~ ~ ~ ~ I en 0 CU g: U)co Q) "'II ~ - 'oHJ Ll.. co.- - ...en~ oQ)W e"'Cu SCALE: 1/4" =1'-0" w l:l _ 0 I ~ N Z f-.(/) 3: (l) l:l Z w <( (l) t"'! ", (/) ~ Q 0 0:: N (l) v; . of-O Ot"'!:l:l: Z ffiz(3U w~~Li 0 l,W~u::l:l II:l:l:, ~ ~U)-Z f-f-..JLi.I :J c.:J 0:: ~ 0 0:: l..L.. U. 0. ...J zWQ......J oOujz 0 W9(/)SU)Ll..zo.Li.I (I) WZU)COZOO C Z I:::>ZWQ::Jf=zo:: c.:J ~O:5I~<(gs~J OZQ..f->WQ..OI:O c;; <C I W (/) 0:: ' LIJ ~t5~t:0::0~1:O~ 0 w o:::s;('I'")zo:: 'LIJ _ co8:::> o<C:::>c(c( ..... w....Jf-~~Of-..JJ: 0 I :s; U Q.. W U 0:: (J c:: f-0~~~0~~:i ~ 8 ~ ~ 8 ~ u; tnDD ~ '1 '<j" '<j" '1 00 l.C) ~Il' ~ c:::::J 0 ~<(aJ (/) w o l:l Z o ....J :::> co ....J <C 0:: f- ~ o U) U) w o U ffi8B:~ wr--OLl.. l:l N ('I'") '>t z('I'") ('1'")0 <( ....J ('I'") ('I'") 0::Ll.. NN o . 00 .~ coco U)Q.. ~~ LOOr--t'-- '>t Q.. 0 0 O'l <( '>t '>t O'l o ('I'") N o 6 co - co f- Litt~: ~ cooNZ O'l ~~ ~ w ~ 0 c ('I'") , ....J W ~ ~....J:;~f- ~ OLl..CO:::>(3~ 'ro~f--c.o U)..:s::oU~~ w a. '>t :::> f- O'l f- ~8.Ig:ffio<C O'l <( Q.. (/) U Z 0 o o \D W I- - 0 J U1 ~ r-.. Z .... L' o ci .... L" - > I 1\1 Ul ..J C1' lfl - III 0 I > \D C1' (iW(l']\D 0:: (l'] L" <t 0 I ll. I ..J (l'] U'] u.. .... ~ I- ~ OJ <t U'] 0. I ~ W .... ~ ~ .~ Z o o \D o Z l1.J " Z (ii':f!<:2 0 l1.J1-(/')l1.J::J oz(/')::::!<t oo-::r:> z:;!;t:~(/') <tc\/l1.J0::~ "M~OO ZO::OOO ~Ol1.Jl1.JU <tll..::r:-'I- o::oI-L5z O::Jo::(/')~ ~~~OO:: ~~<:~B LO -=:tCf) 0 ....... N 'Z u....... ~O f-('I'") <(Q.. N- LOO ..-iCf) c.o....... > '>t<( ~O W '~ ~ ;g~ 00 llj--.J Ii) ~ (J) 0-1 UJ 0 0 0:: z<( () >-Ll..z --I Zf-O 0 <(~ <Cz- --I f- ZW~ -(/)> I OZ- C'J - c:::~ a woo :r: uu<C Z :::> 0 Ii) (!J1l.J OZ- OW 0:: f- o::~g I $ Zl- Q..-Ll.. wO::....J I'-- wC/) ::c 0::3:<( " wwO:: ~ W wO(Y) COIf- f-f-6J Of-u ~ - ~ --.J 0 0:: Z:::> . > >-OQ.. ~ <( 0 >- <(I 0:: L() ~t:O ~ z~ N a.. z3:U ~ ::so::w (J) a w~ ::5 Q..zO U)ZI >- LLJ a.. () -<CU) 2=~:::> 0::: 0::: SHEET NO. Q.. 0:: () 0 0 2A u w ~ ~ 00 0 OF I Z U) Ii) 25 :::> ('I'") LLJ 0 ~ 0 > LAST PLOT DATE N @ 0 May 09,2005 Z --I DIMENSION - C? '<j" .-1 1-STORY STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION d b NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL 0'-0"-4'-0" 10" 16" 4'-8" - 6'-0" 20" W/ (3) #5 BARS W/ (3) #5 BARS 210# 4'-0" TYP.@ ~ ALL CORNERS .~~_/ 10" 127.2# 6'-8" 6'-8" - 8'-0" 24" W/ (3) #5 BARS 2'-0" 12" 374# NOTE: 1, VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. REBAR NUMBER/SIZE BLOCK WALL (1) #5 CONT. TIED TO EACH VERT. , REINF. BAR : i~I:~imii~~:~61~ ~~NT. , ~BAR , ,'..,'. ~~ ~I~~PACTED CLEAN )':m ,Y~~~~ ~~,~~DULE STEM WALL FTG. h" l-STORY SCALE: N.T.S. NOTE: REFER TO DETAIL 34/5-1 FOR TYP, STEP FTG. * NOTE: FILLED CELL SPACING AND FOUNDATION SIZES WILL VARY BASED UPON THE HEIGHT OF THE STEM WALL. SEE SCHEDULE ON THIS SHEET FOR REINFORCING AND FOUNDATION SIZES REQUIRED. NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF STEMWALL DURING UNEVEN BACKFILL CONDITION SINKS 3" VTR NOTE: MAXIMUM HT OF STEM WALL @ 8'-0" 3" VTR "..,v TUB W/C) LAV ~ 2" / TO SAN. SEWER PLUMBING RI6ER NTS. ~------------------------------------ '1 00 L() 8'-8" 15'-0" f3\ 40'-0" ~-y ~ 5'-8" 10'-8" ~ l ~ 16'-4" l 15'-8" l 8'-0" '1 o M :5 4" CONC. SLAB CJ) WITH 8" THKN 9 f5J 3'-8" 5'-4" 4'-6" 1= 14'-4" EDGE M ~tn ~ 3'-0" 4'-0" 5'-2" ---------- ___~~QQ~_9P~~__ --------------------- -~- - )J~~_Q9~~?~~_____ -- --~-~-t----- -------------------------------, .. / *' / / ~ r: / / / :J( / / ~ / /,v / /. ttI/ y * / / .. / ,*V ~ ~ 1/ / /k" / / ., / r-------- __________________________________________ ___________________ --------1----- ---------------------------, / / 11/2 X 5 1/2 " RECESS : I W'DOW OP'G / / @ SGD ff5\ i I V1\ / ~ VjNDICI\TES FILLED CELL ~ 9: I \2Y ~ W/30PO PSI CONC, GROUT I'- I / / FROM FTR. TO BEAM NOTE: THICKENED FOOTING ~: I / W/ H 5 REBAR VERT. REINFORCING TO BE CONTINUOUS ------.:. ~ // : / ABOV SLAB. TYPICAL THRU PAD FOOTING TYP. U.N.O. ~ 8SS (OE.l \ 1 / : 6 : @ ALL PLACES SHOWN ~.~ ~ ~ : 7": HOOK~D FTG. DOWELS 17" "'-'" ~ --/ / : EMBEDMENT W/ 25" ,"'" '"""'" / ~ / : EXT. P BOVE SLAB I 2'6" X 2'6" X 1'0" ~ ~ : 4" 3000 P61 CONC. 6~AB WI f1O\; W/ (3) #5 EW. BOT. ~ ~ i ~ i 6X6 10110 W W M Cl-iAI~ 6UPPORTED \2Y! j : La : PER FBC, OvER 6 MIL Vl6QUEEN I ~ : 7 vAPOR BARRIER ~ Tr;~EATED FOR TERMITE6 I LI:\n-L2~ : ~ NOTE: PLUMBER TO VERIFY LAYOUT & DVlrv SIZES I....J ~ / : '* BEFORE CO~STRUCTION BEGINS , II~: i / : / 3::: ~ I M, I ALL FOOTTINGS I ~I '/ 'ZI 1 ~ L() MIN. 12" BELOW GRADE I: / / N I~: / I / Itn: / i 00 ~ : 27'-10" I, i 12'-2"= : ~ ~ ............., 7" , l, : In... /------ I / : 19'-11" ~ 7'-11" ~ 4'-101h" 2'-8" 4'-7112" : 0 ~: "-----I--~,'1 '~~ -/ : ,- -i;-~--\~-=-=~~~ I ~ 'I n I' ~ ,:r /'1 I ...-i II II I' lO ~ i g ~\.--S{N'K--~~ I , ~ / ::~'" '\LA V ....\ I II ~. - ;;:-=-=-:..::::~ / - Ir~~ 1/2"x51/2 I ( '1, / :I'<'-~'/ ~ F ECESS@ENTRYI,::: I ~ I'-- (.LL \ " PAST P.T.GREEN I: W C : I TUB : :1;; 0 / : -' \S-l ) \ ERIFY W/G.C - I LA'" I' I;:> ~ ...i 1 M '----.-./ I 1/ I \ ,I 'I 0 ~ I,}'", LAV 6'-011.2" 2'-8" 4'4" (6'\ I I "'~ ~ I; I I I 10M / '~It '" cO -", '1l".r \ S-l ) I ~ X 4 WALL~~ \S' ~I ;~-_In: l J: T : ~ ,'" ~,} I ""'-::;/ I ,,~., I II '---_0_..../11 I ~ I -- I I 0 I I ~ "-- ------j,~=~----"-"-------!L:' r- ~ I ,.. ~ - )W!_C, ~ -.- ~=-= ~;~:~~~~~I~~:~ ~ ~ I i ~ ~ ,- - [f-~~-~:~:i ;~~ ~~:~.J~ u' ~ in-~t~::::~-n N, I 1 , * r - - - - - - - - - - - - - - ., l-';') ,I I.... 0 ..\ III :> I r .,-.- -::.. - , 1 r - - - . I / :..u I ,- -...-i -I' ;:> I I 1\ ) = I r----" I II rh/ r n r---- !L.____.l! ~ Jlll\.......1 ..,III MOl ~, '--~<;t '"" 1 1 I'-I"~ ;'W 'l-J, ------- I"'...... II 011' ," :1 W I: V 1'1 '" I T '"" ...... 'I II 'lA' DR~INLlNE ~,~'------"~;~ ~: _ I-J ~" ~ IL____.I1 1 v~,~EPDONF.r3.~5/ \r V ,---- --. : ~C:~":~~~ -""~J~ 55 FOR "urn" ~ 0/ i ~ 0/ i ~ ~~[ ~~~ PROVIDED ~ : ,,(. :\~ TUB _ ,=":11 SOWER 4" ...... : / ...... 00 : / (oE.1\ ~ Ct? : ? ::' ~ (0;,:: - SEE FLOOR ~ '" : / "', : /'~ I? '1 ~ : ~~'-:;.~~~ y:;.~*, ;f;AJ;~~~;;c: ;~~ ~10-/-/:~-;~ ~ f?: ~ FOR ELEV I ONLY ~ V M ; ~':f~'::~-'~-:-~m:m-STf.P-UU"1'~"'uu~ 16 i1~-/-/): '-J uum ~ ~:~ ~v ~)~;~#~IV: ~~~: ~ /~v"'" : ~ -_/ I' -------------':N N 3'-8" 4' 0" I 12'-4" /: I r or tn / 1 16" X 20" CONC. MONO. - / / I ~ :5 /: V : (11 \ / 4" fJONC. SLAB h I 9 FTG. W/ (2) #5 RODS I, :~ : // I ~ / WI H 8" THKN ~ 7': r- (CONT) :, V~ : 14'-4" 5'-8" ~ ED E ~ :.:; k-o" :/,' I / Oil 9 n. I :V : ., I / ~ 00 / : W'DOW OP'G : V 1 j ~ I ~ ~ _ _ _ _ _ _ _ _ ~ /* --~-~---------------r~~; ;~~,~ : / ~ : / 1 :' ----- -:------------------------------ : ~ : ~ : 1 j : f3\ ~uum_\ : / : I : / ~ 3'-2" ~ 6' 0" :/: :j( '1 ~ : ct. : I C.J. : / I'- 2 " HIGH BLOCK J ~ T - - - - - - - - I - - - - - - - - --L -; ~ ~~ ~~" X 12" DEEP HOSEI / 1 I / P D W/ (3) BARS BIB~ ~ ] I ~ E.N. BOTTOM ._, .... 7 '1 2'-0" 10'-4" ~ / : I (.) / 1(2'\ ~ ~ / ] @61 / I\S-l ) : / : S-l /, I '----.-./ 9 I~: I ~:'1 I'- /: ~ I 7:1'- /: \g7 :/: / : THICKEN SLAB I@ GARAGE DOOR : / : / ~ -- ---- --------- ---- - --- --::l~/ : ~~~ 1..1I."'1 I 9 I'- Ct? <;t C? <;t "f <;t C':J <;t 9 N Ct? lO 9 00 N 3'.2" '1 L() 6'-2" 6'-2" 2'-0" 2'-0" 12'-4" 16'-0" 7'-8" 20'-0" 20'-0" 40'-0" FOUNDATION PLAN SCALE:l/4"=1'-0" 9 I'- ~ L() '1 lO ----"' ~ :r N ~~ 9 I'- ll.J U f- a z ll.J o <t f- a a LL ll.J 0:: <t ~ o U) W ~ l..i...<CCC '0 CC 0 W l..i...l..i... ~W"",I- O-'=Z ~-O::;) xCJ)CCO 05l..i...U CCOZU o.."",w<C o..-'=~I- <CO<CO WCCl-z CCl..i...w <CZCCO OW<CO W~(/)O I-~ZZ o 0<C ::;)W-w OCC(/)~ CJ)<Cz . W(/)W<Cz ~z~a:Q ~QOo~ oCJ)CCl-u o~Q~:::::i l..i..."",ccuo.. w-'=Woo.. CCOl-ffi<C <C....J~ .....I ::;).....1 . CC .....I OCJ) <C CJ) 0 <C~ cc....J........ w....JO :::::J>:;:;ZCC <CO;;><CO en Q)Q,).....I (I)~~ Q)._ 0 Q)UCJ) ~ ~ ~ I en 0 CC (l)CUo.. 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If)0 c.o........ <:t<C .-10 '~ 8~ w--.J O--.J Z<r: <r:S o::~ <DW Zl- wU) wO(Y) ~ --.J 0 ~<r:O zS N :5 0.. SHEET NO. OF 25 LAST PLOT DATE May 09, 2005 FOUNDATION *il' ~ c::=J 0 ~ <( CO (/) W o ~ z o .....I .....I <( CC I- ~ o (/) CJ) W o U .....I M IT: >< tno l..i...<c wI'-- Ol..i... ~ C'J M <:t Z M M 0 <C.....I M M CC l..i... C'J C'J o ... J I .;2 ~ ~ CJ) 0.. 00 00 L() 0 r-:- r-:- <:t 0.. 0 0 O'l <C <;t <;t O'l o M C'J o Z o 00 I- ...: D? <C I- bCJ)~ E <;tcc o W r.Il W ~ l..i... -ML() <C COoC'Jz g~ (;;JWO eM' .....Iw ~.....I~cil- 0l..i...00::;)<3.-1 'rci'r-:-I--c.o (/)-"OU~.-1 w Q. <;t ::;) I- O'l .-10 CCCC.~ L()Q.II-WOCi O'l<co..CJ)UZ o o Ul W I- ::J 0 ~ ZUl.....1:' 00.....1:' - > I N Ul ..J en III - [l] 0 I > Ul en (iWMUl ~ M I:' .A 0 I [l: I ..J M ~ U1 IJ.. ..... L I- ~ OJ <t U1 0.. I I- W ..... ~ ~ .1- Z o o Ul o Z W " Z v;~S2 0 WI-CI)W::J OZCI):::::<t O-I> ~:2t:::s:CI) <tC\lWa::~ ".-I!;(OO ~a::OOO s:OWwU <tLl..I--'1- a::OI-~Z O::Ja::CI)~ ca~~oa:: ~ca<t~a ll.J ~ CC U >- l..i... 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ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) w () I- o Z W c;I <t I- o o LL W 0::: <t ~ o Cf) w ~ l.L.<t:0:: '00:::0 W l.L.l.L. ~~~~ ~-o::J x~o:::o O::Jl.L.U O::OZU D..."",w<t: D...<<=~f- <t:o<t:o wO::f-z o::l.L.w <t:zo:::o ow<t:o W~(/)o f-~ZZ o o<t: ::JW-w oo:::(/)"'" <t: Z <<= . (/)(/)w<t:z W ""'0:: ""Z~l.L.Q ~Qoo~ o(/)O::f-u o6JQ~::J l.L."",o:::UD... w<<=wOD... O::Of-a:j<t: <t:....J~ ....J ::J....J .O:::::;:! o(/) <t: (/) 0 ~....... O::....J'- w....JO ::J>:;:zo::: <t:0::><t:0 t/) Q,)Q)....J U)1Q~ ~'u ~ ~ ~ ~ I t/) ~ (/)COD... Q,)c8 - 'OJ) [L ca'- - ...t/)~ OQ)w e"Cu w "" _ 0 I ~ N Z f-. (/) 3: CD ""zw <t:CD.-l ~ (/)~Qo o:::C".ICD V) . of-O O.-l"t: Z ffiz<3U w~~ii 0 W~[L"" II"t:, j:: ~(/)-z f-f-..Jl.l.I :;) "" 0::: U 0 0:: l.L. U. 0.. ..J zW~....J oOujz 0 WO(/):5(/)l.L.zO-l.l.I V) wZ(/)OOZOO C Z I::JzwQ::Jf=z~ f-0<CI(/)<c0:::3~ g l.L. Z ....J f- :> LLl 0 0 a:I VI O<t:D...IW(/)D...~ ' LU tn~~t:O::o~a:I: c w'"""O::3:MZo::: 'l.l.I c:c oo8::J>-g<t:::Jc(~ C w....Jf-....J"'Of-..J... ;:: I3:UD... wu~o .... f-O~~~~~~jj 0 8~tn8~U'itnDO Li "- "- "- "- "- "- "-"-,,- ~ c := ~([ = ) / ~AN \ / ~ e.(lEWr 'V' OPT",)- _ _ _ _ /\ : I I I \ : \ \ I \ I \ _--J__ ------ KITCHEN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 44" AFF 39" AFF 36" AFF 12" AFF 42" AFF 2" AFF I , W "--.. - -( = 1"< r\:([ = ) 4 FAN III PREWIRE ~ IIOPT.I ~ "'" \ ...... r - ~ IOPT.[ rj'l l'dl \ c - 1"<',:([ =) I ~ -------C"~~-----r ~ \ \ \ \ ! / I I n \ I 'd C = J; ~-= + - - - A FAN II ' PREWIRE PPT. I / -/, IOPT.1 / '\ ij 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINiSHED FLOOR. 4. ELECTRICAL PLAN is INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE, SECTION 905,2 6. PROVIDE AFCls (ARC FAULT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-12 I TVI ~ - ~ IOPT.1 TVI _ .J I I I I 5'-7112"1 I I I I I I I I IOPT.] 16'-4" ELECTRICAL LEGEND ~ SMOKE DETECTOR $ SINGLE POLE SWITCH ~ $2 DOUBLE POLE SWITCH FLOOD LIGHT $3 THREE-WAY SWITCH 1__________1 FLUORESCENT LIGHTING $4 FOUR-WAY SWITCH $DM DIMMER SWITCH n n un. TRACK LIGHTING U UNDER COUNTER ) / -9- ~ d} C d) GROUND FAULT INTERRUPT <li WP WATER PROOF WI GROUND FAULT dID 220 VOLT OUTLET ~ SPECIAL SERVICES OUTLET I TV ] T.V. CABLE OUTLET ...... ~ 8 ~ ~ BATH FAN WI LIGHT CEILING FAN CEILING FIXTURE c v SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET (/) I~ DOOR BELL CHIMES u @- DOOR BELL DiSP DISPOSAL 0 LCJ DISCONNECT SWITCH ~ PREWIRE SPEAKER 0 JUNCTION BOX CD THERMOSTAT 0 LOW VOLTAGE LIGHTING 20 I \ ELECTRICAL @ 42" [@ INTERCOM SYSTEM ',W.H.,' PANEL FIELD , / LOCATED [EBJ GARAGE DOOR PUSH BUTTON ---- 4'-8" / / r U 0::: w w z zo Z 0-1 o -- U I-:::J (/) <t: en -u,- o g $: 1t~ jX<t: wl.L.. >0 / TELEPHONE CABLE OUTLET / - ---- ~ 10 \ "" , ~~ \ \ II ' "----- C ='~~:([ =) IOPT.1 A FAN ~ PREWIRE i IOPT.1 I I : -) I / / ~ RECESSED LIGHTING WATER PROOF RECESSED LIGHTING BATH FAN GFI WP IOPT.1 - -, (-----------------------------------------~ SINGLE PHASE BREAKER PANEL NEMA 1 30 CIRCUIT i METER SOCKET~ ~ I I I I ~ - - -, - -d}~- - - - - ~ \ : AJTIC ELECTRIC : \ llf__~9~q!3!-g9P-E-! \ \ ' \ \~ \ \ \ FOR ~RAGE \ DOOR OPENER ,----------------------------------------\------, - -+ - - - - - - - - ~T~ - - - - -,- - +-- \ : \ I I \ @:42" \ I '\'rF. '\ I ELECTRrCAL PLAN 80::: I-W <t:1- uwe o~ -I. OU -IW w-l _w l.L.. c::::::::J c::::::=:J MAINTAIN ATTIC ELECT 36" FROM BATH ROOM o L 11/2" RIGID NIPPLE WITH 2 #1 AND 1 #3 CU THW CONDUCTOR #4 CU GROUNDIN~ PER NEC 1999 EDITION HOSE BIBB , I I I I I I \C~_~~I~~L_~_I~E~__~IA_~~~~____~V 6ERVlCE 61ZE = 150 AMP6 BY POWER COMPANY -- SCALE: 1/4" =1'-0" -- ---- -- --------- - IOPT.j IOPT.1 ~Il' 1Q =::J 0 ~<(cn (/) w o "" Z o ....J ::J 00 ....J <( 0:: f- ~ o (/) (/) w o U -1M [Lx 00 0 l.L. <t: w t' 0 l.L. """, M'<;j' zM 100 <t:....JMM 0::l.L.",,,, o . 00 .~ coco (/) Q.. C1jl 0;:> 11') 0 I'- I'- '<;j'D... 00 en <t: '<;j' '<;j' en o 10 '" o 6 ~ ~ ~ f- b(/)~ E '<;j' 0:: 0:: "... O wO '" tf) ~wI 0 ~ l.L. ~ ~ ~ CiS 100 11') "" <t: "'z en ~~~w1:s 0 C:M.t~W it;' (0 ....J ....... f- "'" Ol.L.ML...l..<t:M <<= . rci'~~~tO (/).:s::OU!:!:,M w Cl.'<;j'::Jf-en f- MOO:: 0:: . <t: 11') Cl.If-WO 0 en<t:D...(/)uz o o \0 w I- - 0 :J '\j' zUl,....[' 00""'[' - > I l\1 Ul .J []'I III - [l] 0 I > \0 []'I Q~M\O ~ 0 M ~ C. I .J M ~ ~ LL ,... ~U1<J:~ ~ w [l ,... ~ ~ .~ Z o o \0 o z ~ ~ (/),~ U5I~ 0 WI-(/)W::J oz(/)=,<( O-I> ~:21::::=:(/) <(NWo:::~ ~""~Oo ~O:::OoO =:OWwU <(LLI....JI- 0::: 0 1-[5 Z 0::J0:::(/)::i! ~~tOO::: ~~<(~a OPENING PRESSURES INT. END CD +35.8/-38.1 @ +34.2 / -36.5 CD +32.9/-35.2 @ +35.8 / -45.0 @ +34.2 / -41.7 CD +32.9/-39.2 @ SEE COVER @ SEE COVER A ~?.....'.......... ~..."L~ . I I 5;-1 Af .... .... . 2'-0" " -.ll'-- ~.. . .. . ~ u o ....J en u... o 0... o f- ~ r---- f- I' c..;::I I o <( W I ~ o o ~ o , 00 00 ' ~ _ ~ _ _ _ FIN. ~LR. 4' OFF 4' OFF RIDGE I jRIDGE VENT~~. VENT 1 I, 12 Af. 4' OFF RIDGE VENT ~ ~ . .' . "-...... ./'. .. .... ....' . ~ 5/<9,. . ." ,.. ...,.... ..... ..... . ......w.......... ..... . '. ...... . . .... .... .. .. .... .'. .............. ~ . ,.'. ........ ...... ............. ..........-0.:..... . ....~..... .....' ,......... .r .......,................ ,. ,:.... · ....~ L ., ....... ...........;.... .r, .....' .:............. ~....... ..... ..... .... ... ". . .... ...... ". .' . ....,. . .' . .. . . """'.............. ~'.. .... · ... '. SHED ROOF DOWN ... . ," ,......... ......... /'./". · .. .. ... ... ... ..............................OVERS.G.D. ....... · · · .. ... . '. · _"~___~ ...m'. ....... ::,.:. D CJ ~ I o <( W I ~ o o ~ ~ u o ....J en u... o 0... o f- @ 25 SH @ ~ q 35 SH FIN. FLR. (0 00 - - - - - - - - -I-- -'..---- - ~ @ 6068 SGD REAR ELEV A TrON NOTE: 1'-0" OVERHANG SCALE: 1/4" = 1'-0" * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 OR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. GENERAL NOTES: VENTILATION CALCULATION ROOF CRITERIA FORMULA = S.F /300 (1/300) / 2 (INTAKE vs EXHAUST) * 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT -12" OVERHANG U.N.O. -PLUMB CUT FASCIA -ROOF PITCH PER ELEVATION WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) -SHINGLE LOADING 2076 TOTAL 498 SQ. INCHES OF 5 TOTAL S.F. VENTILATION REQUIRED REQUIRED VENTS 5.~ ..T..... ............~..~:.410FFRI~GEVENITT~VENT , ~; ... ... /.. .... . ...... . ',. .. "'" ./....., .... /'~....... .... . .... '.. '. ...... '. ..... ..." .......~ L; .., . ./ /' · ' .......... ..........: ....., . . ....... .. .....i .j....... ....~././'~.:: ...~:...:L.. ..;. :. ... :," ........ ................'. , 7TL. .......... .....m. .. .. ..... . .... .' . .....,..... . ......, . ... 4 OFf RI DGL ., ;,' ,......,..,; ,........_......... ". .. . ....... I..mm.m., ".,........ .. .. ...... ....... T' . ........ ."", ','" ... ..',. ....... .." 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C"JC"J ::J 0:: is ~ CiS <: I ' ~ 0 <:0 0 0 a <:.....J- .....J .~ coco (j) ::J.....J . 0:: ci! ~ ~ (f) D... co C9 g<:(f)O~ U"l0 r.:.r-- ffi:J6>- <:tD... 00 :J > <: Z 0:: f.:!:) C!) I- O'l <: <:t <:t <:03:<:0 * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 OR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. 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THIS WALL 11'-0" CJ 8' 0" FLAT CEILING UPLIFT VALUES & CONNECTORS t ~ ~ t ~ ~ ZONE CD MWFRS I2l COMPo & LJ CLAD QJ MWFRS ~ MWFRS UPLIFT CONN. < 14901BS. @ < 14901BS. @ IT] 9 \Y) ~ HANGER SCHEDULE o z: LW (..:l z: v;~~ 0 LWf-(/)LW:J az:(/):::!~ aO-I> z::2;t:~(/) <l:NLWa:~ (..:l,"",~Oa ~a:aoo ~ftLW~U ~o~~~ O:Ja:(/)~ ~~~oa: ~~<l:~a T()? 6 SIMPSON HGUS210-2 6 SIMPSON < 11741BS. SEE 5E.ljS-7 0~,----- jA:;2" till 8 SIMPSON ~ SIMPSON STANDARD ROOF HANGERS ARE SIMPSON HUS26 STANDARD FLOOR HANGERS ARE SIMPSON HHUS46 UNLESS SHOWN OTHERWISE < 4501BS. @ I SEE SHEET S-7 FOR NOTES 1 ]()I"; J03 ~~ ~ U"l o ~(j) ~ ,1"\ Z u...... Uo/ 0 f- C"1 <:D... N (j) l11 0 ---.J to...... "1 > <:t <: W .,...,0 '~ ~ ~~ APPROVED TRUSS ANCHOR BY BUILDER S.Q. CUT OVERHANG HEEL HEIGHT = 2x4 STD. BOTTOM = 2x4 MIN. TOP = 2x4 MIN. T03B JOl T03B UPLIFT CONNECTION CROSS-REFERENCE ~ T03 12 MARK o SIMPSON STRONG TIE CAPACITY SYP SPF 1810 9 - 10d x 11/2" 1810 9 - 10d x 11/2" 600 535 10 - 8d 455 320 8 - 8d 1450 7 - 10d x 11/2" 2235 12 - 10d x 11/2" 990 850 16 - 8d x 11/2" RT16 1030 945 8-8d X 11/2"& 8-10d 4455 4455 24 - 16d MTS27B 4685 4029 24 - 16d 5260 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d 2775 2570 5/8" DIA. BOLTS T02 3435 2954 2 - 5/8" DIA. BOLTS 3705 3130 3/4" DIA. BOLTS T05 4180 3594 2 - 3/4" DIA. BOLTS 4405 3680 7/8" DIA. BOLTS T06 6655 5779 3-3/4"DIA.BOLTS 1165/1115** 780/875 ** 8 - 10d x 3" JUS26 510/740 440/695 8 - 10d 1550/3325 ** 1550/2540 ** 20 - 16d x 31/2" THD26 1875/3040 1580/2365 3220/5970 * * 2705/4510 * * 30 - 16d x 3 1/2" THD28 2330/3965 2015/3430 1000 860 14 - 10d x 11/2" MTW12 1195 905 14-10d 1000 860 14 - 10d x 11/2" MTW16 1195 905 14-10d 1000 860 14 - 10d x 11/2" MTW20 1195 905 14-10d 3140 3140 22 - 10d X (1) 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPOXY 2050 1785 30 - 16d SINKERS LUGT2 2260 1945 30. 10d 6280 6280 16-10d 5" EMBED. HUGT2 6280 6280 8-10d 5" EMBED. 2)5/8" DIA BOLTS (2) 5/8" DIA BOLTS 24-10d X 11/2" HTW20 1530 1315 24-10d X 11/2" 10 - 10d SPT22 715 8 - 10d 12 - 10d SPT24 895 10 - 10d 12-10d X 11/2" USP MANUFACTURING, INC. CON~ECTOR CAPACITY SYP SPF HTA16 1500 1500 HTA16 1500 1500 RT7 585 585 RT3 550 475 HTA2~18 1200 1120 5.9 co L.()(f) O~ O~ I C\J- L.()I ~S ~LLJ ~- L.()> ~~ >-LLJ 0:::0::: OU ~OO ZL.() LLJ~ >0 ~~ t ~ ~ CON~ECTOR HETA16 HETA20 H2.5A H3 META20 HHETA20 Hl0 MTT28B HTT22 HD2A * HD5A * H D6A * LlJS2R HUS26 HUS28 MTS12 MTS16 MTS20 MGT LGT2 HGT-2 FASTENERS FASTENERS 13 - 10d x 11/2" 13 - 10d x 11/2" 10 - 8d X 1 1/2" 8 - 8d X 11/2" 10 - 10d X 11/2" T03 ~ w-l O-lw Z<(U <(3:1-- o:::~O <DWZ Zl-I-- W(f)I '" wO(Y)- ~ -I 0 0:: ~<(O>- Z 3: C\J D... :5 0 Q.. U ~H03 A B C D E F G H J K L M N P Q R S T U V W 10'-4" ~ o 0:: >-l.L.z Zf-O <:z- ZW~ -(f)> OziS t$0<: ::JUo OZ- OW 0:: o::~g D...-l.L. wO::.....J 0::3:<: WWO:: COIf- f-f-E5 Of-U Z::J . >-OD... <(I 0:: ~t::0 Z3:U <ro::W ...JW~ D...ZO (f)ZI -<:(f) ~~::J H04 /~ H03/ ~ / " ---- V __________ s:2 0 12 t C) .' ~ ~ ~ JO: I> ~ IIY ~ ~ j() J05 ~& '" .R)O) / 0/ ~ \~ \~. t r-- C) r-- o .' 0 -, f'..... -, r-- o -, r-- o -, J01 / JOl v [I] /'~ -.rr.t. I}( )( ,x x ~" ~ / A )---/ TRU66 LAYOUT II, III, AND IV ~ .,..., o -, C"1 o -, l11 o -, C"1 o -, 1'-4" 7'-8" 12'-4" 20'-0" 40'-0" D... 0:: o U W ~ o I (f) ::J C"1 o o C"J @ SHEET NO. 6 TRUSS END DETAIL "X" HTS 20 1450 SPl 585 SP2 1065 HCP2 605 * MINIMUM 3" MEMBER * * REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPOXY ANCHORS TO BE SIMPSON "SET" U.N,O. 1245 535 605 520 OF 25 NOT TO SCALE [I] LAST PLOT DATE May 09, 2005 TRUSS PLAN IV BLOCK WALL DOWELS - SEE FOUN ,,---..... V#5 REBAR CONT. PL, FOR D. "...., @ SLAB LEVEL LOCATION', ,F,F., ' 'Jl _.....~_..___l f, ~ >~ ~.~ ~ ~J =~ ~' WW.M. FIl\iSH GRADE """" - : ~ ",.' ;:J-;I' ',!..,',~ ~ ~ b { SEE SCHEDULE , FOR REINF. ,EXTERIOR BEARING , STEM WALL FTG. SCALE: N.T.S. l-STORY , 1 \ 5-1 FRONT WALl: OF GARAGE {,PROVIDE 11/2" X 16" SLOPED RECESS AT GARAGE DOOR 1/2" EXP. JT. 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'II . .... .:' '.: . . ~ROUT "5 REBAR AT BOTTO~ OF LINTEL CAVITY \ BOTTOM REIr'-<FORCI!\ 7-5/8"ACTUAL \:,.- PROVIDED IN LINTEL 8" NOMINAL WIDT (VARIES) o MATERIALS 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f'g = 3000 psi wi maximum 3/8" aggregate and 8" to 11" slump. 4. Concrete masonry units (CMU) per ASTM C90 wj minimum net area compressive strength = 1900 psi. 5. Rebar per ASTM A615 Grade 60. 6. Prestressing strand per ASTM A416 grade 270 tow relaxation. 7.7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2, Shore filled lintels as required. 3, l'1stallation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting, 5. Allln:els meet or exceed L/360 vertical def'ection, except lintels 17'A" and ionger with a nominal height of 8" 'T'eet or exceed L/180. 6, Bottom feld added rebar:o be located at the bottom of the lintel cavity, 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8, Cas:-in-place concre:e may be provided in composite I:ntel in lieu of conc'e:e masonry units. 9. Safe load ratings based on rational design a'1alysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade COunty, Florida Nos.03-0605.05 and 0.3-0605.04, 11, The exterior surface of lintels installed in exter'or concre:e masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coati ng, 12, lintels loaded simultaneous'y wit.h veritcal (grav'ty and uplift) and horizontal (lateral) 'oads shoud be checked for combine loading with the fOliowing equation: Appled vertical load Applied horizontaload + Sa'e vertical load SAFE LOAD TABLE NOTES Safe horizontal load < 1.0 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintes must be reduced by 20% If bearing leng",.h :s less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing, 2 N.R. = Not Ra'"ed. 3. Safe loads are total superimposed allowable load on the section speCified, 4 Safe loads based on grade 40 or grade 60 field rebar. 5, Additional lateral load capacity can be obtained by the designer by prOViding addional reinforced masonry above the precast lintel, 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only, 7. The des,grer may evaluate concentrated loads from the safe ioad tables by calcu:at:ng the maximum resisting 'T'oment and shear at d-away from the face of support, 8, For composite lin:el heights not shown, use safe load from next lower height. 9. For lintel lengths not shown, use sa'e load from the next longest le'1gth shown. 10 All safe loads in units of pounds per linear foot. 11. All safe loads based on simply support span, 12. The number in the parenthesis indicates the percent reduction for grade 40 field added rebar. Example: 7'-6" lintel Type 8f32-1B safe gravity load = 6472 (15) w/15% reduction = > 6472 (,85) = 5501 plf SAFE LOAD TABLES ~~~ ________ TYPE LENGTH ______ 2'-10' (34") PRECAST 3'-6" (42") PRECAST 4'-0" (48") PRECAST 4'-6" (54") PRECAST 5'-4" (64") PRECAST 5'-10" (70") PRECAST 6'-6" (78") PRECAST 7'6" (90") PRECAST 9'A" (112")PRECAST 10'-6' (126") PRECAST 11 'A" (136") PRECAST 12'-0" (144") PRECAST 13'A" (160") PRECAST 14'-0" (168") PRECAST FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LlNTELS 8U8 8F8-0B 8F8-1B 2231 ::lOf;q ::lOf>q 2231 3069 ::l06q 1966 2561 2693 1599 1969 2189 1217 1349 1663 1062 1105 1451 1238 1238 1011 1011 699 752 535 643 582 582 540 540 471 471 424 442 NR 458 NR 412 NR 300 NR 235 NR 180 NR 165 NR 129 908 743 554 475 362 337 296 14'8" (176") PRESTRESSED N.R. 279 15'A" (184") PRESTRESSED N.R. 17'A" (208") PRESTRESSED N.R 19'A" (232") PRESTRESSED N.R. 21'A" (256") PRESTRESSED N.R 22'-0" (264") PRESTRESSED N.R. 24'-0" (288") PRESTRESSED N.R. ~~~ L~ 2-10' (34") PRECAST 3'6" (42") PRECAST 4'-0" (48") PRECAST 4'-6" (54") PRECAST 5'A" (64") PRECAST 5'-10" (70") PRECAST 6'-6" (78") PRECAST 7'6" (90") PRECAST 9'A" (112") PRECAST 10'6" (126") PRECAST l1'A" (136") PRECAST 12'-0" (144") PRECAST 13'A" (160") PRECAST 14'-0" (168") PRECAST 14'-8" (176") PRESnESSED 15'-4" (184") PRESTRESSED 17'4" 1208") PRESTRESSED 19'-4" (232") PRESTRESSED 21'-4" (256") PRESTRESSED 22'-0" (264") PRESTRESSED 24'-0" (288") PRESTRESSED ~~~ L~ 8R1..6 4'A' (52") PRECAST 1635 4'-6" (54") PRECAST 1494 5'-8" (68") PRECAST 866 5'-10" (70") PRECAST 810 6'-8' (80") PRECAST 797 7'-6' (90") PRECAST 669 9'-8" (116")PRECAST 411 8F8-1 T 8FB-2T 1qn lq72 1"if>q 1569 1363 1363 1207 1207 1016 1016 909 929 835 (12 835 727 (23 727 591 591 530 530 474 494 470 (9) 470 418 (15 428 384(15 410 239 246 224 230 187 192 162 166 142 142 137 137 124 124 8F12-0B 8F12-1B 4f>0"i 4f>O"i 3719 460!'i 2751 4605 2110 4375 1438 3090 1173 2622 2177 2177 1729 1729 1160 1245 890 1052 945 945 873 873 755 755 706 706 NR 783 NR 710 NR 548 NR 420 NR 340 NR 315 NR 250 GRAVITY 8F16-0B 8F20-0B 8F16-1B 8F2o-1B 6113 7547 6113 7547 5163 6607 6113 7547 3820 4890 6113 7"i47 2931 3753 6113 7547(7) 1999 2560 5365 7547(36) 1631 2090 4360 7168 (45) 3480 3031 3480 5381 2632 ??n"i ?1':1':1 ':l>la>l 11':?<; ?<;&::A 1 >lA':l ? ."if>4 1 ?A 7 ?OQ::I 1 "i':l':l ?na':l . ~"'-"'- . ,,,"'- .~"'-"'- 1>l4f:: I 'J<;A . "'-,,, I'J<;" ."'-"" 11'17<; 'A'JR . n7'i 1A?R . no? 1.?1': . no? 1.?R '-'R Nfl 1..71' 1 QO? Nfl NR 1 ?50 17.... '-'R NR 950 1.<?R NR NR 7"in 1("7 il.R NR .")ClR RA'i NR NR .,,)"i0 7RLl NR NR 450 654 8" PRECAST & PRESTRESSED U-LlNTELS 8F12-lT 8Fl6-lT lor ,LL-L I C\I-11:i-" I .,17.' 44RO 3173 4460 ?'i?4 ::I'i47 2524 3!'i47 2192 3079 2192 3079 1940 2724 1940 2724 1632 2290 1632 2290 1492 2093 1492 2093 1340 1880 1340 1880 1021 1634 (12 1166 1634 680 1133 (15 851 1326 552 914 (15 686 1183 485 798 (15 599 1028 441 723 (14 543 928 373 606 (14 455 770 346 559 (14 420 709 323 519 (13 390 655 302 485 (13 364 609 255 404 (12 303 500 222 347 (11 261 424 198 306 (11 230 369 192 295 (lU 221 354 175 267 (10 200 316 UPLIFT 8F20-lT orLU-L I 'i747 5747 4"iRq 4569 39f>6 3966 3508 3508 2949 2949 2694 2694 2419 2419 2102 (11 2102 1471 (15 1705 1185 (15 1526 1034 (15 1422 936 (14 1349 783 (14 1145 723 (14 1050 671 (13 968 626 (1;; 897 520 ll"; 732 446 (11; 616 393 (11 531 378 III 508 341 110 450 8F24-lT i::l1-"4-" 1 70::14 70::14 .'i'iQ1 55Ql 4853 4853 4292 4292 3607 3607 3295 3295 2959 2959 2571 (10 2571 1811 (15 2084 1458 (15 1865 1272 (15 1738 1151 (15 1649 962 (14 1444 887 (14 1434 (8) 823 (13 1324 (8) 767 (13 1224 (8) 637 In. 993 (8) 546 (12 831 (8) 480 (11 713 (7) 461 (lU, 681 (7) 416 (10 600 (7) 8F24-0B 8F24-1B 8974 8Q74 8054 8974 5961 8974 4576 8672 3123 7342 (19) 2549 6036 (19) 3707 8360 2698 5681 3486 3486 2777 2781 2423 2423 2193 2193 1838 1838 1697 1697 ~R 2245 NR 2058 ~R 1609 NR 1282 NR 1114 NR 1047 NR 884 8F28-lT 81-213-21 8321 8321 RR1":! 6f>13 5740 5740 'i077 5077 4265 4265 3897 3897 3498 3498 3039 (10 3039 2152 (16 2463 1732 (15 2204 1510 (15 2053 1366 (15 1948 1141 (14 1718 1052 (14 1694 (8) 976 (14 1625 (11 909 (U 1562 (14 754 (1" 1268 (14 646 (12 1057 (14 567 (11 903 (13 545 (11 861 (13 491 110 756 (12 8F28-0B 8F28-1B 10394 10394 9502 10394 7034 10394 5400 10294 3686 8733 (19) 3009 7181 (19) 4383 10394 (37) 3191 8467 (44) 2818 4705 (37) 2163 3643 (38) 3127 3127 2805 2805 2316 2316 2127 2127 ~R 2517 NR 2320 NR 1849 NR 1515 NR 1359 NR 1285 N~ 1092 8F32-0B 8F32-1B 11809 11809 10951 11809 8107 11809 6224 11809 4249 10127 (19) 3470 8328(20) 5061 8825 (14) 3685 6472 (15) 3302 6390 (47) 2536 4754 (45) 4006 4006 3552 3552 2883 2883 2630 2630 NR 2712 NR 2513 NR 2047 NR 1716 NR 1468 NR 1399 NR 1222 LATERAL 8F32-lT 8F-32-2T 9608 9608 7636 7636 6627 Rf>27 58f>1 5861 4924 4924 4498 4498 4038 4038 3508 (9) 424 534 357 3508 2494 (15 326 512 227 2842 2007 (15 284 401 178 2544 1749 (15 260 452 152 2369 1582 (15 244 402 135 2247 1321 (14) 217 324 109 1993 1218 1954 1129 1874 1052 1801 872 1470 746 1225 654 (11 . 42 1046 (13 N.R. 125 629 (11)" R 116 39 997 (1;; ,', , 566 (10) 33 875 (13 N,R, 91 8" PRECAST W/ 2" RECESS DOOR U-LlNTELS 8RF6-0B 8RF6-1B 1749 1891 1596 1756 920 1167 859 1113 901 901 755 755 466 526 8RF10-0B 8RFlo-1B 3355 3699 3063 3699 1770 2481 1653 2342 1825 1825 1490 1490 999 999 GRAVITY 8RF14-0B 8RFl4-1B 3280 5206 2992 5206 1716 4567 1600 4242 3120 3120 2459 2459 1568 1568 8RF18-0B 8RFl8-1B 4349 6639 3968 6639 2277 6389 2124 66391101 5048 5048 3776 3776 2253 2253 8" PRECAST W/ 2" RECESS DOOR ULlNTELS 8RF22-0B 8RF22-1B 5421 8060 4946 8060 2839 8060 (34) 2649 8060(39 7747 7915 5743 5743 3129 3129 (14) 205 (7 (14 (11) N.R, (13) N,R, (14) (12) N,R, (14) (12) (14 N.R, 8RF26-0B 8RF26-1B 6493 9479 5924 9479 3402 7917 (19) 3174 7402 (19) 9448 9479 7239 8998 (19) 4091 4150 ~~~ UPLIFT ____ TYPE 8RF6-lT 8.RF10-1 >l~m 4.1T 8RFl8-lT 8RF22-lT 8RF26-lT 8RF30-lT LE~GTH ______ 8RF6-2T '>lRI'1 _ L4-2T 8RFl8-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'4" (52") PRECAST 905 1741< 2635 3022 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1f>7!'i 2525 33(4 4224 5074 5924 867 1 f>7!'i 2525 3374 4224 5074 5924 5',,8" (68") PRECAST 675 1.,01 1960 "1:i1C\ 3277 3935 4594 675 1::101 1960 2618 3277 3935 4594 5'-10' (70") PRECAST 655 1 ?R? 1900 2038 3176 3815 4453 655 1 ?f>? 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 101? 1651 2204 2758 3312 3865 570 10Q7 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 7Q7 1462(8) 1952 (7) 2442 (6) 2931 (6 3257 506 967 1462 1952 2442 2931 3421 9'-8' (116") PRECAST 395 491 931(12) 1301 (15 1640 (15 1980 15 2322 (16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FO:R GR40 FIELD ADDED REBAR. SEE NOTE NO.4 LATERAL 8U8 8F8 REINF. CMU 1293 642 2135 1025 1024 1830 765 763 1365 592 591 1057 411 411 734 340 339 607 507 721 483 293 98 284 89 259 82 194 63 148 51 8RF30-0B 8RF30-1B 7567 10893 6904 10893 3966 9311 (19) 3700 8706 (19) 7360 10893(32 5623 10893 (48) 3146 5891 (47) 8R1..6 8RF6 REINF. C'v1U* 758 757 1365 694 693 1249 408 407 734 382 381 687 595 788 510 509 674 393 370 490 227 jTYP. TIE BEAM W/3000 P.S.I. CONC. W/l #5 REBAR CONT. r USP SPT4 Wj(6) -10d X 11/2 l'. 'J' , ... .... ..... . I , . ..., . I ~ ::; ;;: :; ;:;: :; ::;: - ':I' ... ... ....' . I , . '.. ~ . ~ .." .. 'I .... . I I I ... : " I ! I '. , , I II I '. . '., I II I '. ..... .. ~ ij I 01 I '. '... : I ~~: ., , ....... .. ....... . ........ . ... .. " ~" .... .. ~.. ... 'I ~ 'I .... .. ~ ,.,....,.............- STANDARD HOOKS W/25" MIN. SPLICE TYP. FILLED CELL W/3000 P.S.I. CONC. W/l #5 REBAR VERT. - ., INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL _ FRAME (EXT./BRG./SHEAR) WALL 3'\ TO MASONRY CONNECTION DETAIL S-v - I , LINTEL BEAM: .~ 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB OVER 6 MIL V.B. OVER CLEAN COMPACT. TERMITE TREATED EARTH FILL REINFORCED WITH 6x6 Wl.4XW1.~ WWF \ ...-- ...;~~.'~ ' , "-", 'l: ~ 'I '" '"'' . ~.;~~ "" ,--.:-; I' ...:.....:..~ 8" C.M.U. 2" X 4" P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPAI\iSION ANCHORS OR (6) 3" X 1/4" TAPCONS (8) 2 7/8" HILTI TIX-DNI NAILS . . , . :~ . ..... . ..... , ..... , ..... . .. ~.. .... "I ~ 1 to... 'I .." ." .. ~" ". 'I .. . '...... . ........ . '0." . .,.... SCALE: N.T.S. JIJ]] OJII[ NON-SHEARWALL SEGMENT : ~ ~- I. I IIII 11111111111 ., TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. : ~ ,. FILLED CELL: FILL BLK, CELLS WITH 3000 P.S.I. jGROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN, LAP 25" (ACI 530) TOP_OF SLA_B ~ :). :, I\OTE: SECTION BETWEEN DOW"J RODS ARE CONSIDERED SHEARWALLS UI\LESS OPENINGS ARE BETWEEN THEM. I \ 2 TYP. SHEARWALL SECTION S- 2 I SCALE: N.T,S. - I r,-- .. . .... - , l .. . ..,.. I . ',t... . . ",I.. . ,','" . . .,'" . . ~ ..:, ~ :':,":':":"'~._.&:"':"':'-.":. ~ ~... ~ II , " I I .... ... I h ',' ~ I ,." . ' " ';..1 ~,~ ' " II I II " I II ~,~ " ': /1 " I ~b " r (5 \.S-2 -- #5 REINF. ~ BAR 1> ..(-> -& ~ rA"A;~~H91 #5 STD. 900 HOOK SCALE:l"=l'-O" 20" MIN. LAP 1 1 L#3 OR #4 REINFbRCING BAR #3 & #4 LAP SPLICE 25" MIN. LAP ..., "t LY;.~ ;~INv;.~~~~~'~B~~-m.. #5 LAP SPLICE 36" MIN. LAP 1\;0 1\,00 _ ..,~ n~~n9~"'~~s ~~~ ~~~~i'9S~~S"~'" V" , #6 REINFORCING BAR #6 LAP SPLICE \ REBAR SPLICE DETAIL I SCALE: N.T.S. STD. 90 HOOK II. ' . . ." : I I II I II II II II II ~~' . , . . . , . . , , , . , . , . , . .. . ...... . "',.. . ....... .................... to.... I .., . .... . ...... , to." . ...... . !lo... . ...... . ..., . ...... . ...... . ...... . .., .. ' ~,. .... ,. ~,. Ilo.. ,. J,..... ..".."..' 110.. ,. ~,. loo.. ,. ~,. llo.. ,. ~,. ... ,. J' llo.. ~. to. ,. ~,. ., ,. J" to.. ,. I" 110.. ,. .." '.. ,. J" "'.. J" '.. ,. J" .... ,. J" ... ,. J" , ..... . .,.... . . .... "C::=::;:;.. . ',... . "... . .,.... . I,.... ' '......"~. . "., . '..... ' ',.... . ".... . t, ....C=:;: .. . '..... . '.., . ',..... ' ,.,. ,,. ,... . ,'\.. .,. ,... .,. ,. .. .,. ,... ,,. ,... .,. ,... ," ,... .,. ,... .,. ,. .. .,. ,... .,. ,... .,. ,... ,,. ,... .,. ,... .,. ,... .,. 11 .. ,,. ,.. .,. ~SEE FOOTING DETAIL TYP. MONO. FTG. - II h. ., , .11.........-;-- , ...... .. , 110. , , I , 1 S-2 \ BLOCK WALL/REINFORCEMENT I SCALE: N.T.S. I II -' &. v.... II l: . " r:., ' t '. I II II II h-' , , :", ' t , ": I . , L. , " r: ". .. I " II I II I '. II I II " ' I II " . II v~ II II < :I I t SEE FOUNDATION PLAN 1 FOR LOCATIONS TYP. BOND BEAM 8" x 8" X 16" K.O. LINTEL BLOCK FILL Wj3000 P.S.I. CONC. W/l #5 DIA. REBAR MIN. LAP 25" (ACI 530) I I I I I TYP. DOWEL 25" MIN. LAP (ACI 530) -111111111 = -- -. -- -- -- -- -- -. -- -- -. -- - -- -. -- -- - := - -' r- r- c- r- r= c- c- c- c- c- ~ c- c- r-" r- r= r- r-' r-' r- r-- ~" r- r-' r- r-" E c- r-. r- r- c- r- r- g r= c- r- r- r- r- ~ 11111IIII1I111III11I11 I I 11III111III I1II1I 'I <!) <!) <!) LINTEL PLAN NOTES: 1- THIS PLAN is TO BE USED FOR STRUCTURAL INFORMATION ONLY, 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4- THE CONTRACTOR is RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS, THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. x @ ~ c- r- f-. f- f-- f-- c- E c- c- f-- c- f-- ~ c- f-- f-- f-- f-- c- f-- f-- r= f-- f-- f-- f-- f-- f-- f-- f-- f-- f-- c- f-- c- f-- f-- f-- c- f-- f-- f-- f-- f-- c- E: f-- r-- c- f-- - - - - == - -. - - - - = - - - __u_ - - uu_ - - = - - - - - - - - = - - II III I @MIN. (F) FOR ELEV, 1 ~ :c ~ OR ELEV. 2. 3 == ~ FOR ELEV. 4 == - - - == == - <!) f-- III 1I1I LINTEL PLAN N,T.S. 10'-0" T,O,L. "'.... ...... ...... ...... ..... "... . ...... . ..... ..... 10.... "..' ,., Ilo ,..'.. ,. " . ,,'II.. ,..' Ilo ,..' .. ,. " Iilo '. - .' , , " ',.... ... ...... . ..... . ...... , ..... . ...... . ...... , 110... . ...... . "'." . ...... . .. ,; .." .I,' ..... ,. ".' ~.. 'II ",' ..... ,. ",' .llo.. ,. .I,' ,.... ,. .I,' .... ,. .I,' ..... ' ~,' I"'~ ' ~.' ."''' ' ~,' ,"'. ' " - , . .. ... "'.. ~ . "'~ ~ . "'... . "'.. ~ I "'.... , "'..... . .... . "'. ~ . 110. ~ . "'... ~ . .. .. ~' ."''' ' ~' ."'~ ' ~' 1Io~ ' ~' ,.. ' ~' ."'~ ' ~' ."'~ ' ~' 110.. ' ~' ."'~ ' ~' .110.. ' ~' 110. ' ~ '" . 110.. ' , ...' , '" ~' .. "'.. . , ..' ~...' , ,... ~ ~' '," '" ~' '," '" ~' ',~ '" ~.. ','" ~ ~' '," ~ ~' ',.. '" ~' '," 110 ~' ','.. ~' '," ~ ~' ',~.. ~, ... 110.. ~ , "'~ ~ . "'.... . '.. ~ , 110.... , "'.... . llo~.. . "'~. . "'~.. . ~.. ~ . , " , ,~ ~ ".... ~. .. ''''''..~ ."",~~ .."'.... ..."'.... ..."'....~.."'.... ..."'... ."IIo.~ .~"'~.. ''''''..~. , .." . , '. , ' 110 , '. , '. , '. , "110 , , '" , , 110 .. '.. , - , , , ',"I> . . ',', ' . -,', ' ,','. . "LINTE' L CO'URS~," ' . ',', ' ,',', ' . ',', ' . .. .."~. .~..'~. ./o..'~. ....'... ., ., ":" ..... '~. ,,,,.'~. .~..' ~ I"~' , ," ~ 8'-0" A.F.F. , , , , , ,~ '" ~' ',":ro.:' . . llo ~ .. . '" 8'-0" B,O,L. , ~ '" '.. llo.. . , ,.. :ro.:' ',~ "': .. .. . ..... . 11Io " DOOR OPENING " ' , ' , ',:. I> ' ; " .. '" ~ ' . . , , " I , - 9E \ LINTELS AT ENTRY DOOR w/RAISED ENTRY S- 2 I SCALE: N.T.S. 10'0" T.O.L. .... "'... "'.... .,~ "'~~..,~.,,~~.IIIo~~ .., ..... ....~ ... ' . , '", , ' lIo. , '110 , '", , 'lIo. , '", " . , , ", ',~ ~ ~. "'.. ~ . '" ~ . . . ~ ' . ..... . 11Io.... . .. ~ ~ . /0 ~ ~ . ,~~ . .... . .... ~ . ... .' ~.' ."." ' ~.' ,10." ' ~.' ."'.' , ~.' .': ' ~.' ."''' ' ~.' .~. ' ~.' .... ' ~.' .... ' ~.' I"': ' ~.' ..... ' " . , . ... ~. "'.... , ..... . .~.. . .... . 10.... . llo.. ' . ..... . .~.. . "'.. ~. ~. , ,". ",'.. ,.' Ilo , " . ".' '" , " 110 , " . , " '" , " 110 'II " It , , , , . '," , . ',', ' . ',', ' . 'LINTE' L CO'URS~," ' . ',', . . ',', ' . ',', ' . .., ."~. :.~'~, .10:".1. ."."~.. ., .' '*:' ..: '~, ."':"~. ....'.1 ./0,' ~. , ,," ~ , ,~ '" . ~ ' , 8'-8" B.O.L. 8'-0" A,F.F. ", , ,~~ ' ," " , .." / ~ 10. .. "'.. ',,~ ~ '.~. .... .. ,. "I , , 10.. .,...' ..,. Io~" ',....:' .. . . . .... . .. ---r',~, . " , . , , , ., " , . , ~ "'.. ',. ,,~' ..,.. ~ ~ ' ~ , "." . .. , . --. DOOR OPENING , , ' , " ~ "': . 11II1111I @ = r- r- c- r- r- c- f- ~ @Ij 1III1111I - r9H'\ LINTELS AT ENTRY DOOR w/RAISED ENTRY \2.Y SCALE: N.T,S. -- =- - -- -- -- = -. -. - -- == -' - - -. - =- - - - - - == - - - - ~ r- r- f- W ~ LL..<(O::: '00:::0 W LL..LL.. ~W"",f- O..:::Z ~-O:::l x(/)o::: 0 O~LL..U O:::OZU Q.."",w<( Q....:::~L.. <(0<(0 wO:::f-z O:::LL..w <(zo:::o ow<(O W~(/)O f-<(zz of-o<( :::lW-w oo:::(/)"'" <( z..::: . ~(/)W<(Z ~z~B:Q <(000f- t;enO:::f-() o~Q~::::J LL.."",O:::UQ.. W..::: wO 0.. O:::Of-05<( <(-..J~ -..J :::l -..J .o:::-..J O(/) <( (/) 0 ~ O:::-..J"-> -..Jw-..J<(O>- -..J>::>zo::: <(0::><(0 w () f- a z w (Sl <t: f- a a LL w 0:: <t: ::J o U) ~~-..J U)1a~tQ Q)._ 0 W Q)U(/)z ~~~~ I (/)0 0 U)cai5:0 Q)c8~ - 'OJ) u:: -..J ca.- - s .. (/) b:: co OQ,)w e"CU &~ ~ ~ ,j) *" ==:JO <(CO -..J <( 0::: f- ~ - ~ ./ (/) W o U 058 tE~ wr-- OLL.. ~N M<::t ZM MO <( -..J M M O:::LL.. NN o . 00 .;20000 (/) 0.. O? "? 111 0 r-- r-- <::to.. 00 (9- O"l<( <::t<::t , -~ ~(j) WJ , '-------- w ~ ::r: Z co f-. (/) 3 ~ ~zw <(CDt"l '" (/)~Qo O:::NCD 'z" - of-O Ot"l~ ffiz()u w~:gLi 0 w~u::~ ::r:::r:~. i= ~(/)-z f-f-.....LiJ :J ~o:::S3o 0:::LL..u,a.. ..J zWQ..-..J 00, ~ 0 WO(/)3(/)LL..z~i:5 (/) WZ(/)COZOO Q Z ::r::::lzwQwf=zo:: f-o<c::r:(/)<i!O:::;:::J " LL..Z..Jf->Wooca en o <( 0.. ::r: W (/) 0.. 0:: . 1LI tn~<i!t::O:::o<i!ca: 0 w'-'0:::3MZo::: 'LiJ _ co8:::l O<(:::lc(c( ..... w-..Jf-~~Of-""'J: 0 ::r:3uQ.. wuo::o 0:: f-O~~~~~~:i ~ 8 ~ tn 8 3 en tnoo it F- c- r- f- ~ r- r- c- f- ~ r- c- f- f- r- c- c- ~ f-- r-- r-- f-- f-- ~: r-- r-- f-- . PRECAST "U" LINTEL Wj 1-#5 CONT, IN 3000 PSI CONC. @ OPNGS. 6'-0" & OVER. PRECAST "U" LINTEL ALL OPENINGS UNDER 6'-0". HURRICANE SPLICES 25" MIN. ANCHORI~ 10" LAP (ACI 530 ) (TYP.) I"H 00 KI" ~ ~ 1 1 'd1,f'':'':'':,+'~.'~ ,':';'11 II "'; ~ ~ ~':,' ~U...:: .::.,.:~t. 'f, , ~. ~. '-".- ~"1"""'- ... "'-"'..- ....."'~ ...."':0- ~ "', :--."'~.. .... .... ' ... . 10..... .... ~ , . .. ~ . . . .. , .., ~ . I , - - , -.. ., -" .... -, ." ~'j ., II ~;. h ':, REBAR BOTH SIDES FO~ '. " " ":, OPENINGS 6'-0" OR MOR ~,,: " co L()(/) O-.J O-.J I C\J- L.()I ~$ ~W ~- L()> ~~ >-W 0::0:: aU r-CX) ZL() Wr- >0 ~-.J o z O"l o M N Z o 0 00 f= , O? <c ~ b(/)~ ~ <::t~~J ~ ~ ~~ ~ ~~~~~~o- eM 1 -..Jw ~ ctl-..J<::t<(f- OLL..~O:::<c~ . ro~~~(O (/)-"'oul:!::~ W a. <::t :::l f- O"l ~ 0 0::: 0::: . ~ 111a.::r:f-WO O"l<(Q..(/)UZ 0 o o U) W I- :J 0 ZUl~t' Dcir-t' - > I N Ul .J D' III - [l] 0 I > \J] D' (iWMU) r! M t' A 0 I n: I .J M Ul U. r- I I- ~ OJ ~ Ul [l I ~ ~ ~ r- .~ Z o o \J] D Z LU " Z v;~~ D LUf-(/)LU:J DZ(/):::!<t O-I> ~::;!;t:3:(/) <tNLUCl::~ ",-i~OD ~Cl::DDO 3:0LULUU <tll..I....Jf- Cl::Df-L:5z D:JCl::(/)~ (/):;:LUDCl:: I(/)tZ:::J f-_<t<tU ~CI) L!)6 C'lCl) ~> w cr:: 111 o "- N U"- f-M <Co.. 1110 (0"- <::t<( ~o '~ ~~ w--.J O--.J Z<t: <t:$ o:::~ <DW Zl- W(/) wO(Y) ~ --.J 0 ~<t:O z$ N :s 0... w ~ 0::: () >-LL..z Zf-O - <(z- f- ZW~ -(/)> oz- o WOO Z ~ut5 oz- OWO::: f- 0::: ~ g Q..-LL.. I ~~<i! WWO::: (Sl CO::r: f- _ f-f-~ Of-U 0:: Z::l . >-00.. >- <(::r: 0::: ~t::o a.. z3u :)ffi~ a Q..zO " (/)z::r: ......, -<((/) ~~:::l SHEET NO. 0.. 0::: o U W ~ o ::r: (/) :::l M o o N @ S-2 OF 25 LAST PLOT DATE May 09, 2005 DETAILS I I : c I I I 1 1 1 I 1 I I 6,9' /--~-: " ~ /;/ . ~ II '?-~ ~ - _ _', f~ ~ ~/' :: -.- n:: '~,:. ~ I I L_... I -- *DIAGONAL SPACED AT 15'-0" O.C. MAX " ~ - _:-) '\ X-"::-- -BLOCKING '" MINIMUM 2"x4" ""- CROSSBRACING (SEE PLAN FOR V ~ LOCATIONS) _(3) 12d /- PER JOINT (: . [>:J \ 00 \_CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. . . CONTIr--.UOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBS FOR NAILING - - I L - I - - , 1 L_... I --, X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB !2i\\ CROSS BRACING DETAIL (TYP.) ~ NOT TO SCALE I 2 ,CROSS BRACING DETAIL (TYP ) ~ SCALE: N.T.S. G.C. TO PROVIDE BLOCKING TO COMPLY WI APA RECOMENDATIONS FOR SPAN RATING OF 7/16" OSB. ** ALTERNATE SPAN RATED 32/16 PLYWOOD MAY BE USED 20'-0" MAX 20'-0" MAX "X" BRACE SEE CONTINUOUS BPTTO'v1 CHORD DETAIL 2/S3-\ r BRACING 2 X 4 MIN. SEE DETAIL 3/S-3 \ / ~ / E(. >< (28\/ ~ ~ vr-- .A ./ 1'\ 1- ~ --~ ----'" ----- ----/ / --~ -/ ~ --:- ~~ .-1 0' LJ..J ~. - Cl.. ? ~~ '<t Ox b~ .-1 ? '<t >< q '<t - - --~ 5J ~ --:- q ~ o~ .-1~ q '<t ~ '<t ? '<t ~ ~~ o Z LJ..J Cl.. :r: >K >K ~ T--- 0' LJ..J 0' LJ..J - (4 \2-3 -- NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. ,REQUIRED MINIMUM PERMANENT TRUSS BRACING PL~ N I AS PER HIB 91 L TOP & BOTTO'v1 CHORD GABLE END BRACING @ 4'0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES REV. 7/19/03 SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2002 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERALBRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED WI 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS CONV. FRAMED RIDGE TYP. HAND FRAMING ABOV~ T,~USS-' 2X4 BLOCKII\G MAY BE NAILED I MIN 2X4 STUDS & PLATES AT 2 -0 O.C. //'--I\.BETWEEN EA. TRUSS (4) 12d WHEN ITwLANDS EACH DIRECTION TYP. U.N,O. 2X4 DIAGONAL AT 8'-0" O.C. ..ollIIIIII A NEXT TO PRE-ENG. TRUS -2x8 BLKING. NAILED @ EACH MAX & EACH END ALTERNATE ""'lIIIII SIDE w/ (3) 12d NAILS WHEN I DIRECTION TYP.--......... I REQUIRED w/ (2) USP"MTW12 ./ '\. I \ ~ W/ (14) - 10d X 11/2 EACH I X X I \ X' J:<u~~Z ~~ * - VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. WI (4) 10d TOP & BOTTOM OR USP RT7 OR HCLRILL WI 8 - 8d IN PLACE OF (4) 10d , , iL**~... COLLAR TIE /- EVERY 3rd RAFTER 'I. BEVEL CUTS / (OPTIONAL) ~ / ~>-2X4 SPF 2 (2) #7X 3-1/2" < WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. TB D~-- I { PRE-ENG. TRUSS ICONT. ROOF SHEATHING AT TRUSS TOr CHORD AT ALL HAND FRAMED AREAS TYP. / / -, DIAGONAL" ... AT 8'-0" ""- X -'--- " .... ~:::::::"WOOD MAX.!." .!." TRUSS X j I 2X4 CONT. AT} %~/~'~CONC. MASONRY T & B CHORD ~ //'/ STEEL OR WOOD '/~ BEARING SUPPORT * 2x8 #2 SPF RIDGE BEAM ** 2x6 RAFTERS @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM - I .7 1 x ~ x x :-- \ WOOD TRUSS! PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT ....A TYP. WOOD TRUSS BLOCKING DETAIL A-A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING I REV. 8/3/04 SCALE: 3/4"-1'-0" - 9 , S-3 SCALE: 3/4"=1'-0" SEE ~ PLAN~ ~~ -PROVIDE 2X4 MIN. BLOCKING AT ROOF ;~ ct OF HIP/RIDGE, TYP.BETWEEN TRUSSES SHEATHING WI (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. , 2X4 BLOCKII'\G- BETWEEN TRUSSES ~VA TRUSS I?A" ~ ~, / ~_ HIP ~ G.T , ~ , SECT. A-A G.T. ADD 2X4 ALONGSID: TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) JACK TRUSSES (2) 12D NAIL AT 12" O.C. MAX I 2B ,HIP/RIDGE BLOCKING DETAIL , S-3 IREV. 7/18/03 3/4"=1'-0" -r\-- ~ ~ ~ -UV-- EDGE VIEW 7/16" a.S.B. EA, SIDE 2X BLK'G. TO O.S.B, W / 2 - 8d EA. END r- WHEN REQ'D RECESSED PRE-CAST LINTEL 8" D BLOCK TIEBEAM_ WI 1#5 REBAR U.N.O. 1 NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS TO 2x8 I 10 ,DET. @ ARCH WINDOW FRAMING \ S-3 I CMU WALL 3-17-04 SCALE: N.T.S. PRE-ENGINEERED \OVERLAP TRUSS BRACING 6" WOOD TRUSSES AT LEAST ONE TRUSS SPACE OVERLAP INTERfOR FASTEN TO 2x8 J wi 16d @ 32" D.C. ...'"' . ~I~ / A >l'!::: ' '4 FASTEN TO 2x8 ~ w/ 16d @ 32" O.C. \ I. . "-MINIMUM (2)16d PER JDINT\ r ~MINIMUM 2"x4" SPF OR * SPACED AT 15'-0" MAX SYP TRUSS BRACING ..."" GARAGE M 2 X 8 PT. W/ 1/2" EPOXY BOLTS OR A.B. AT T & B 32" O.C. MIN (4) BOLTS REF: POURED CELL -~l.tI:-- CMU w1r{<TERIOR ,:1$ TRUSS BRACING OVERLAP ~ DETAIL (TYP.) S-3 PLAN VIEW (i3"\ FRAME ENTRY TO BLOCK DET. \g/ SCALE: N.T.S. -Jv-- :8: ~ =--= 7/16" O.S.B. EA. SIDE 2X BLK'G, TO O.S,B. W / 2 - 8d EA. END ~ -Jv-- EDGE VIEW SEE 6jS- FOR CONN. (3) 16d- \ COMMON NAILS(TYP) ~ / ""--HEADER PER LOCATION "/ /," " ~.~ ~~/L~ ~V ~ /~ ~~y ~ W/'o ~ ~ v; ~r'/ 7/16" OSB WI 6d NAILS @,~ ~ 16" O.C. TO SIDE & TOP NAILER ~ ~ 2x WI (2) 16d TOE NAILS ., EACH END TYP. ~ 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB WI (2) 8d NAILS. SEE DETAIL ABOVE :: ............. 7'-0" MAX WINDOW OR _ DOOR OPN'G I 11\ DET. @ ARCH WINDOW FRAMING , s-v FRAME WALL - 3-17-04 SCALE: 1/2" :,= 1'-0" SCALE: 1/2" = 1'0" LJ..J l.L.~a:: 'oa::o LJ..J l.L.l.L. ~i!S~~ ~-O::) W x~a::o U o::)l.L.U a::OZU I- n..."",w<( O n...<<::~,- <(0<(0 Z LJ..Ja::f-z a::l.L.w W <(za::o '1"'1 ow<(o '-' w~U)o <( f-~ZZ I- 0 0<( ::)w-w O oa::U)"", <( Z <<:: . o t3U)w<(z LL t:lZ~EtQ <(OOof- W t;u;a::f-() 0:: o~Q~::::i <( l.L."",a::un... LJ..J <<::LJ..J On... :J a::of-~<( r"'V <( z..........J '-' ::).....J- .....J U) OU) <i! u)' ~ <(~ a::.....J......... :::J~~~a:: <(0:;><(0 ~ ~ ~ [Q' 'lo'iJ ~.<:) ~ ~ <( en ~~~t3 I (J) 0 0 cu :s: t:l (/)coz Q,) """ ~ 0 - WN l.L. .....J ca.- -::) .....J ..(J)~Cl:l <( OQ)w a:: "Cu f- ~ ~-~~ ~ V U) LJ..J ~ ~8 ~~ f-l.'~()) LJ..Jr-- 0l.L. t:l N M '<t ZM MO '+J. ~ ..... (t) <( .....J M M ,- ~ a::l.L.NN ~ 0' 00 __-:'---'"'"", u)' ~ CO CO Ul'J n... 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I ~ W ,.. ~ ~ .~ z o o IJ] o Z LW " Z v;~~ 0 WI-(/)W:j OZ(/):::!<( O-I> ~:2:t::3(/') <(NWo::U; ",-1~OO ~O::OoO 30wwU <(LL .....JI- o::oi::L:5z o:jo::(/')1;:! ~;;:~oo:: i::~<(~B 11) 0 .q(/) ......... N LOB u......... f-M <(n... N(/) 11)0 ~> <.0......... '<t<( .-10 W '~ 0::: ~~ 00 w--1 L() ~ (f) 0--1 w 0 0 a:: z<( U >-l.L.z -.J Zf-O 0 <(~ - <!z- -.J I- ZLJ..JS(2 -U)> I OZ- N - o:::~ 0 LJ..JOO :c uu<( Z ::) 0 L() (!)w oz- owa:: zt- I- a::~g I $ Cl..-l1.. LJ..Ja::.....J ('-- W(f) I a::~<( 0 WLJ..Ja:: ~ W Cl:lIf- wO(Y) - f-f-~ Of-u ~ - ~ --.J 0 0:: z::) . > >-On... ~<( 0 >- <(I a:: L() ~t:::0 J- Z~ N 0... z~u ~ ::sa::W (f) 0 W~ :) Cl..zO U)ZI >- l1J a. U -<(U) ~~::) 0:: 0:: SHEET NO. n... a:: 0 () S-3 0 U LJ..J t- ~ 00 0 OF I Z U) L() 25 ::) M l1J 0 0 > t- LAST PLOT DATE N @ 0 May 09, 2005 Z -.J DETAILS - ... ....... .. ......, ... ,"'.... ... t....... ,. ,. ~,. ..... ,. .." .... ,. .. ,. . ....... . ',.... . ....... . .,.. . ...... . ....... . ... .,. ,. .. ... ,. .. ... ,... "",... .... ' .. " .~ ,.,..... ,. . .,... ...... . "..' ....,...' .... ,. . ';., . ',.., ..:" ",...~" ,.,..... , .,... . ..,... . ,,~.... '01' ""d .. ,. .,.... . .,.... ..~" ,. " ..~.. ,.,..... ALTERNATIVE WHEN TRUSSES RUN PERPENDICULAR TO WALL (2) 16d NAI LS EACH END (4) - 12d NAILS TYP U,N.O. USP SUH24 EA END 2x AT EACH TRUSS -r DOUBLE 2X TOP PLATE CORNER USP LSTA12 w/l0-l0d NAILS B (2) 6d NAI LS T&B @ 16" O.C. PLAN VIEW A-A (2) 2x4 HEAD OR SILL MIN (2) 2x4 SPF VERTICAL STUDS r BOTTOM OF TOP CHORD ~ 2x4 @ 16" O.C. (4) - 12d NAILS TYP U.N.O. BOTTOM OF r BOTTOM CHORD $- ~civ $- USP JUS24-2 PLAN VIEW B-B SEE FOUNDATION PLAN FOR FTG REQUIREMENTS 2x4 P.T. CaNT. w/ 1/2" DIA A,B, @ 48" O.C. & EA E D. SECTION AT BUTT-JOINT GLASS WINDOW SCALE: 1/2" = 1'-0" FRAME CONNECTION NO. 14 FLAT HD WOOD SCREWS @ 3" FROM EA END & 14" O.C. (3 SIDES) MIN. 11/2" EMBEDMENT MASONRY CONNECTION 3/16" TAPCONSQ,l 3" FROM EA END & 14" O.C. (3 SIDES) MIN. 11/2" EMBEDMENT TYPICAL FRAME: 0.187" x 1.75 x 1.125 THICKNESS = 0.062" w/ EPDM RUBBER WEDGE " " " " " " " " " ~ ~ , , SQUARE JOINT PLAN 1 J, '1 SEE FLOOR PLAN I 1 MITRED JOINT NOTES: 1. ALUMINUM ALLOY 6063-T5 2. GLAZING TO MEET ASTM E1300 3. DESIGNED FOR AREA = 10 TO 100 S.F, (INT. ZON ~0tC~ TEMPERED ELEVATION BUTT-JOINT GLASS WINDOW DETAIL V = 120 MPH FBe 2001 SCALE: 1/2" = 1'-0" REV. 9-4-03 AS MAX HEIGHT 70" (t= 1/2") 60" (t= 1/2") 50" (t= 1/2") 40" (t= 3/8") SEE PLAN FOR SPECIAL REQUIREMENTS l' · I : I , . " ' lOd @ 8" D,C. STAGGERED EACH MEMBER (TYP) TUD r CRIPPLE STUDS @ 16" O.C, BETWEEN HEADER & TOP PLATE WHEN APPLICABLE W/ USP SPT22 AND USP SPT24 TOP AND BOTTOM EACH STUD (2) 2X12 NO.2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLAN BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPEI\II\GS 6'-0" TO 12'-0" WIDE FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SYP SEE PLAN FOR ADDITIONAL SECTIONS REQUIRED (2) 10d TOENAILS OR (2) 16d ENDNAILS EA. STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES &CAlE: N.T.&. TYP, FRAMING '6) EXTERIOR DOOR OPENING CRIPPLE STUDS @ 16" O.C, BETWEEN HEADER & TOP PLATE WHEN APPLICABLE _ W/ USP SPT22 AND USP SPT24 TOP AND BOTTOM EACH STUD (2) 2X12 NO.2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLANS BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT ~: -- . l l' · I : I , I " ' (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING UNLESS NOTED OTHERWISE ON PLANS TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE lOd @ 8" D.C, STAGGERED EACH MEMBER (TYP.) FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SYP - USP MP34 EACH END, TYP. - DBL. 2x4 SILLS FOR WINDOWS CRIPPLE STUDS @ 16" O.C. W/ USP SPT22 AND USP SPT24 EACH STUD (2) 10d TOENAILS OR (2) 16d ENDNAILS EA. STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES TYP, FRAMING '6) WINDOW OPENING SCALE: N.T.S. W lJ...~0:: .00::0 W lJ...lJ... ~~~~ ~-O:::l LlJ X~O::O U O:::llJ...u o::ozu I- o.."",w<C O o.."""~1- <CO<CO Z wO::l-z o::lJ...w LlJ <Czo::O '1""1 ow<CO '-" W~(/)O <( I-~ZZ I- 0 0<C :::lW-w o ao::(/)~ (/)<CZ . o W(/)w<CZ LL <..?z~tEQ <C0001- LlJ 5u;0::1-5 0::: o~Q~:::i <( lJ..."",o::uo.. w"""wOo.. :::) 0::01-65<C o <C-IZ -I (f) 9:~~.~~~ VI 0:: -I , w-lO ::1>~zo:: <CO:><CO (/) Q,)Q)-I (I)~~ Q,)._ 0 Q,)UU5 ..::c: ~ ~ I (/)0 (l)ca8: Q)C8 - '0.0 u:: ca.- - ...(/)5:: OQ)w e"'Cu w <..? 0 I Z co I-.(/) ~ ~ Z <..?Zw <CCQ~ ~ (/)~Qo O::NCQ (/) . 01-0 O~'**' Z ffiz5u w~~ii 0 W~u::<..? II,**,. i= ~(/)-z I-I-....lJJ :J <..? 0:: ~ 0 0:: lJ... LL. 0. ...J zWo..-I OOLUZ 0 WO(/)S(/)lJ...Zo.lJJ (/) wZ(/)roZOO 0 Z I:::lZ OWf=zo:: 1-0 Wu;-I0::3:J c" l1..z::S~>U5ooco en o <C 0.. 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W...::wOn. -f-.....J<t: cr:Ozm <t:.....J .....J g~ ~gs ~~ (/)cr:.....J"- w.....JO :::::J>~zcr: <t:0:><t:0 f/) Q)Q).....J Cl)1a~ Q,)._ 0 Q,)(,)iJ) ~ ~ ~ I f/) 0 Cl)cu8: Q,)c8 - 'OJ) 0: ca'- - ..f/)~ oQ)W E "C u w c.::l 0 I Z DO Z f-.(/) ~ ~ c.::l Z w <t: <D.-4 "' (/) ~ Q 0 cr: ('II <D 'z'" . of-O 0.-4'*t: ffiZ(3u w~~Li 0 W;::o:c.::l II'*t:. j:: ~(/)-z f-f-...ILLl :J c.::lcr:Ucs cr:ll.-l.L.Cl.. -J zWW.....J 00..0 wo8J-(/)ll.-ZLLlZ en wZ :::lZOOQ.LLl :::l(/)mow- .0 Z I ZW-.....Jf-ZO:: ~ ~O::sI~c:x:gs~:) - oZn.f->Wn.Oca en <t: I W (/) 0::' I.LI tnw~t::cr:o~ca~ C wc.::lcr::s:MZcr: 'LLl _ mO:::l o<t::::lc(c( ..... w::Jf-~~Of-...IJ: C I~Un. wUO::(.) Q2 f-O~~~~~~:E 0 8 ~ tn 8 ~ iJ) tnDD Li TYP. 8" MASONRY WALL/LINTEL GIRDER BM. OR WOOD TRUSS (WOOD TRUSS SHOWN) NO SCALE REV. 10/10/00 PJM UPLIFT CAPACITY - 1890 # SEE SCHEDULE *Il g? c:::::J 0 ~<(CO (/) w o c.::l z o .....J :::l m .....J <( cr: f- ~ o (/) (/) w o u ~~ ~~ c.::l N M '<t ZM ("')0 <t:.....J("')("') cr:ll.- ~~ o . 00 .;20000 (/) n. C9 C9 L[')O 1'--1'-- '<tn.oo en <t: '<t '<t en o ("') N Z o 0 ~ f- ...: ~ r;s f- O(/)- E '<t cr: iQcr: L[') ~ ~ li:J 0 tn l..L..~ 0 t~~~~: g eM ,.....Jw CO.....J'<t<t:f- Oll.-rlcr:<t:rl . .C9~~tO (/)~bU!:!::rl .. Q.'<t:::lf-en ~ rl 0 cr: cr: . <t: L[')Q.If-WOO en<t:n.(/)UZ o o UJ w f- :J 0 .q- Z U1 .... t"'- O 0 .... t"'- - > I N U1 .J en 111 - []J 0 I > UJ en o ~ M ~ <1: 0 M I n. I .J M U1 LL .... ~ f- ~ OJ <1: U1 0. I ~ W .... ~ ~ .1- Z o o UJ o Z W " Z v;~S2 0 Wf-(/')W:J DZ(/')::!< O-I> ~::!=t::~(/') <NWa:~ ,,~I;;;:OD ~a:DDO ~OWWU <lJ...I--'f- O:::Df-~Z D:Ja:(/')~ ~;;:~Da: 2=~<~a 2 ROWS 8d @ 6" O.C \ /;(2) SYP#2 TOP PLATE 8d NAILS @ 6" O,C'\ ROOF OR TO BLOCKING \ - FLOOR SHEATHING D. r f f f fr J:~ ~ (2) 12d NAILS~ 1/ .. TO BLOCK:~ING 1/ USP- /'/ TRUSSES SUH24 ~ ~ ~ X ----- 2X4 BLOCKI~ - - ~ S~RUC~U~A-L SHEATHING AT EA. ROOF ____t.-1 (MIN. 7/16"). NAIL w/l0d @ PANEL JOINT AT USP SPT24- ________3" O.C. EDGES STAGGERED 48" O.C. MAX @ EACH STUD ~ & 6" O.C. INTERIOR - EXTEND -~ TO ROOF SHEATHING 2x4 SPF STUDS~~ 1/2"x 12" A,BOLT 6" FROM ENDS @ 16" O.C, THEN 32" O.C. - OR 5/8" w/8 1/2" /EMBED WEDGE BOLT 6" FROM ENDS USP SPT22 ___ THEN 32" O.C, W/#3 PT SYP @ EACH STUD ~ BASE PLATE . '" . 4 . 4 . 4 . 4 f " I . .~~"'.:"~"'..""~"'..""-,~:,,^\' ;:~: SEE PLAN FOR DIM. *'4 "-4"'- II'. =1 ~ 'l . ~'a- ,,~ '.. . ~ l . ~ l . ~.. . ~ l . . ~ j ~ I..... _ ~ ... _ ~ .a. - ~ ~ _."- .I. ~.. ~ .. z '." 4 '." 4 '." 4 '." 4 '." A '." '. .. N - '. . 'fJ . ~'. O:t'. .-~,. " ::?: " j ,. j .. ..~ 4"l 16" l;r---- SEE FND. PLAN ,. ,. FOR FOOTING SPECS. (_ INTERIOR SHEARWALL@TRUSSES 18 ,STEP-DOWN. WALIL TO TRUSS \ S-6 J NO SCALE REV. 9/30/03 AS ~ SHEAR CAP. 500#/L1N. FT. __ TYVEK ~VV:TAR PAPER WRAPPED 6" , UP EXTERIOR FRAME WALL AND SEALED BY TYVEK I NST ALLER DECO FINiSH WI / STOP VULKEM CAULKED TO v---- TERMITE SHIELD ~ TE~~ITESHI~L~.. ?- -" ., ;'< :,,/ :. ;., :", :. ,," ;"/ " ,," >-" :';.'~ :", "".,< ',.. '. ' " :':.' .,.; " :. ," ...;.,., ""./ " '( '. . > ", ' -, -,,/ ' , :. , ',. .~ 4:' "-- " /," ",. '\ .~" "" .~ ~ -:-., " "':>'", ~ V" >.' " "./ ,.' " '( ,.,,:'"( ", /- , "" ' , TOP SPLICE DOUBLE 10d ~<1~ 11/1: 2"x TOP PLATE /~ L1/4" MIN. 5PACE " . ~., ~ . ~ 2 ROWS 10d @ 6" O/C --.Jv- v ~ . I~ . K LSTA12 EACH SIDE @ EACH END OF WALL - - v ____- 2"x STUD @ ...--- 24" O,C. MAX. v 2"x P.T. PLATE~ ~ , I\OTE: PLATE LENGTHS MUST BE AT LEAST 8'0" LONG. TYPICAL \-BOTTOM SPLICE OVER STU D I ./ TYPICAL INTERIOR ,RINjl tit.v. .L-,j-U,j A~ .- EXT. FRAME WALL (20 \TERMITE DETAIL ~N.T,S .- .- V J 5\TOP PLATE SPLICE DETAIL ~SCALE: N.T,S, J 3 , S-6 N.QN- , SCALE: N.T.S. II II II II II II II II ~ ~3/8" ~~~~I~~IL ~ ~3/8" / -, ~ 3/4' 11\. .-: : S ~1/2" / J~:!-~h-o "t~1 / ~ ~: -o--r~ ,c~l SINGLE NAIL EDGE SPACI~ DOUBLE NAIL EOtE :)A~NG f 2 - S.P.F, CONST. GRADE TOP PLATE SPLICE MIN 48" APART, ~ ~ " .. - ;= -II' 11- - - -11r', -"-"11" -II' .:~I I II 1I,~:>;:oI'llj II II II 1111 ~ ~i __II) II II 1I1~ III II .JU. OPE",ING '" 00::::. II II II III ~ III II II II II ~~ \. III II II II II III I~" - III II II II II II III I II III II '6 d} = !b =", III I II III II FLOOR SYSTE~ " I ...JI IIL....II. '-- 2x8 P.T. S LL PLATE ~ (2 STORY OI\L Y) (7 \?-6 - 0) NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL II II @ NAIL AT TOP PLATE TWO ROWS @ 4" O,C. W/8d COMMON NAIL ~ @) NAIL OPENII\G PERIMETER @ 3" O.C. W/8d COMMON NAIL II II G) NAIL INT. AT 6" O,C, W/8d COMMON NAIL II II C0 STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. II.JL W/8d COMMON NAIL ~. CD NO SPLICE @ HEADER - NAIL SHEATHING TO HEADER W/8d COMMON NAIL@ 4" o/c 2x4 P.T. BASE PLATE ,WALL SHEATHING INSTALL. & NAILING SCHED. J 1\0 SCALE REV. 02-11-04 MO 12 ~TYP) I SEE ELEY. PRE.E",GI'IIEERED WOOD TRUSSES@24"0/C UPliFT CO",NECTOR (SEE SCHEDULE) ! r DOUBLE 2"x4" TOP PLATE L / 2"x4" STLDS @ 16" O/C """0' ",. EA. ,,",~'~~~""KE"" :0"'0 APA RATED STRUCTURAL SHEATHING./ ~ n ~IN 7 116" FASTE~ED TO TRUSSES WI ::. 8d CO~~ON WiRE MILS @ 4" OIC BOUNDA,RIES 6" OIC EDGES & 8" OIC FIELD _:_ SMPSO'll SP1 @ EA, STUD .,1 ..::.:;: 2"x P.T. PLATE~ ~ '- MAIN SPA'II ROOF TRUSS 1/2" X 8" "J. BOLT@ 24" OIC ~AX 8'X8"X16" K.O. BLOCK WI 1 #5 CON;../ A"D FILLED WI 2500 PSI CO",CRETE / 1 #5 VERT, IN CONe, FILLED CELL---/ _ WI STD, 90 HOOK I'll K.O. BLOCK _ , 4 \KNEE WALL ABOVE MASONRY WALL DETAIL ~ SCALE: N,T,S, UPLIFT CO'llNECTOR (SEE SCHEDULE) 12 PRE ENGINEERED WD TRUSSES @ 24" O.C, INSULATION BAFFLE BATT OR BLOWN INSULATION MIN. R-19 TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHINGLE ROOFING FELT APA RATED STRUCTURAL SHEATHING MI~ 7/16" FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE ~ h ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^'f{.!\).. f. :~'<. 1/2" CEILING BOAR~~ l 3/4" P.T. NAILER ~ / \ 1/2" DRYWALl.: _ ~ CURTAIN NAILER 1 X 4 P.T. @ WINDOWS 1 X 8 P.T. @ S.G.D. PROVIDE BLOCKING @ / BEARING TYP, SEE 9/S-3 nuu u_uu~ TRUSS/JOIST/RAFTER ~ :~SEEPLAN ~ 2 - 2"x4" TOP PLATE :23; CONST, GRADE SPF ~ SPLICE MIN. OF 24" APART I ____SiMPSON SP 2 W/6-10d TO STUD & TO TOP PLATE 2" X 4" SPF STUDS @ 16" O.C. W/SIMPSO~ SP 1 & 2 EACH STUD SIMPSON SP 1 W/ 6-10d TO STUD & 4-10d TO BASE PLATE 1/2" x 6" A307 A.B. OR i::::F 5/8" x 7" SIMPSON TITEN HD (/THREADED ANCHOR W/ 5" MIN. EMBEDMENT W/2" WASHER @ 32" O.C. MIN. 6" FROM END W/P.T. __:.__'-~--.;....' 4 .~I ;'" '-~'h~~~YP 81 PLATE - ~ , '.. , .' \ t>' 6. I) ~ J ~ / "IV' , ,,'.. = J ~'~~ 4 - -;.. ~ J ~ ~ " "~, " " fIl....~ ,.""... O~',O~. L Iwm" 16" W/2500 PSI CONC. W/2 #5 DIA, RODS ,.- MIN, LAP 25" (ACI 318) _ INTERIOR BEARINGsEE FOUNDATION PLAN J 14:r,w/UPLIFT , S-6 'NO SCALE REV. 8/14/00 PJM UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW) 1 (EACH CONNECTOR) EACH STUD - 535 LBS. PER TRUSS 12 PRE-ENG, WD TRUSSES @ 24" O.C. ~I 15 INSULATION BAFFLE BATT OR BLOWN INSULATION MIN, R-19 ~ TRUSS AI\CHOR (SEE PLAN) : FIBERGLASS SHINGLE : ~ f .I / ROOFING FELT ~ '^ '^ '^ '^ '^ '^ '^ ^ ^ ^ frA~~-.-.~ it' SEE ROOFII\G SCHEDULE , IJ.....A..AA.AJ ^ ... ~""'--V-.. :-:l ~ 1/2" CEILlI\G'BOAR~ Ji ~.-~ MET~L DRI; EDGE - USP SPT24 AT TOP ~ "- AND USP SPT22 AT BOTTOM ~............ """-2" X SUBFASCIA 1/2" DRYWALL - .--- ~ ~ CONT, VENTED ALUM SOFFIT OPTION: ~. O.H. ~2)-2" X 12" SYP BM. OR WIF85 MAXIMUM OF (3) 2 X 4 PLATES MAY BE SEE ELEV (UNLESS OTHERWISE NOTED- SEE PLAN) ADDED BELOW THE HEADER W/ EACH . NAIL @ 6" O.C. PLY ATTACHED W/ (2) ROWS OF 16d W/2-2" X 4" SPF TOP PLATES NAILS AT 8" O.C. MIN. SPLICE 48" W/12d @ 6" O.C. 5EE 26/5-4 OR 27/5-4 v: ALUM FRAMED WINDOW w/ SCREEN FOR MORE INFO @ OPENING NOTE: 40" MAX. SILL CEMENTITIOUS DECORATIVE FINISH HGT. ON ALL BEDROOM 7/8" THICK PER ASTM C-926-98A WINDOWS. 2" X 4" @ 16" O.C. (2) 2 x SILL~ W/2-12d EA. END W/ APA RATED 1/2" DRYWAL 7 STRUCTURAL SHEATHING (MIN. 7/16") NAIL 3" O.C. TOP & BOTTOM, 4" O.C. R-11 F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR WOOD BASE ~ == P.T. 2" X 4" #2 SYP BASE PLATE ~...... rv "~ w/l/2" X 8" A.B, OR 5/8"X7" CONC SLAB~' ~ J..1Q.j WEDGE BOLT, w/2" WASHER @ 6 X 6 10/10 W.W.M. -, " ~'~ 32" O.C. MIN, 6" FROM END - GRADE 6 MIL VIS~UE~,~. "';'" ..' '>,~r _ ~ _ ...--IO.? OF S_LAB + TREATED:~I ',",>....:.'~.>.: ~ ~~ 0 , " ", ' '. ,. " .....I <t N CLEAN FILL:' ~:':,"~ ~ ffi , "- SEE FOUNDATION PLAN ~1~META~ DRIP-EDGE -- ~'" ~ 2" X SUBFASCIA ~ ~ CO NT. VENTED ALUM SOFFIT ~ I ~ 8" X 8" X 16" K.O. LINTEL BLOCK ...O.H~ W/l #5 DIA, REBAR & SEE ELEV, 3000 PSI CONCRETE PRECAST "U" LINTEL W/ 1-#5 CO NT. IN """l 3000 PSI CONC. @ OPNGS. 6'0" & OVER. ~PRECAST "U" LINTEL ALL OPENINGS ...... UNDER 6'-0". ~ :;.....- FILL CELL -1 #5 DIA. REBAR W/ 3000 PSI COr-.C. ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS ALUM FRAMED WINDOW WI SCREEN MARBLE STOOL 1 X 2 P.T FURRING R4,2 FOIL INSUL ON EXT ______ BLOCK WALLS !...... 1 X 4 P.T. BASE NAILER A WOOD BASE CONC SLAB ~ SEE FOND. PLAN 6 MIL VIS~UEEN ~ : : I I, .",. l:&. ""'~ "'_' . '."" '. ,. '. ""'. , '. , ., ". . : ........: I ......' .C:::'.':.:; :t.:.::c. ...: : ~lli , PRECAST CONC SILL 8" X 8" X 16" CONC, BLOCK CEMENTITIOUS DECORATIVE Fll\iSH FTG. DOWEL #5 DIA. REBAR 7" IN FOOTING. EXTEND 25" (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN / r-GRADE -7----- TOP_OFSU:B~ TREATED CLEAN FILL >.'. ~::,::j,' ~ ~~ 8'-0" MAX. ~~ L...! · SEE FOUNDATION PLAN .- j 8 , S-6 ,T'VPICAL WALL SECTION CONCRETE BLOCK J SCALE: 1/2" = 1'-0" - TYPICAL WALL SECTION J=x .-ERIOR FRA IE 8-12-03 REV. 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I ~ W r- ~ ~ .~ Z o o \JJ o Z LW " Z v;~52 0 LWf-(JJLW:J oZ(JJ::::!<l: OO-I::> z::;;;t:~(JJ <NLWO:W ""'"~OO zo:OOO :;::5:LW~U ~0~L5~ O:JO:(JJ:l! (JJ~LWOO:: I (JJ!:L Z:J f--< <.0........ <;j"<t ,,0 W '::S:::: 0:: i3::?: CO W-l L() ::?: (j) 0-1 w 0 0 0::: Z<1: () >-lJ..z ---I zl-O 0 <1:$ - <tz- ---I r- zw~ -(/)> I Oz- C'J - o::~ 0 woo :c uu<t Z :::l 0 L() (!JW Oz- OW 0::: Zl- r- o:::r::g I S o..-ll.. r"- I wO:::.....I wC/) 0:::3:<t wwO::: ~ llJ '-' COIf- wO(V) l-f-riS - Of-U ~ - ~-I 0 cr:: Z:::l . > >-00.. LC) ~<1:0 >- <tIO::: I- ~t=0 Z$ N a.. 3:u ~ (j) 50:::w 0 w::?: <( o..zO .-J (/)ZI >- llJ 0.. () -<t(/) ~::?::::l 0::: 0::: SHEET NO. a.. 0::: 0 () S-6 0 u w I- ::?: CO 0 OF I Z (/) L() 25 :::l ("") llJ 0 I- 0 > LAST PLOT DATE N @ 0 May 09,2005 Z ---I DETAILS - HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS HEADER ANCHOR NAI LED TO TOP PLA TE~ , HEADER & JACK SEE SHEET S-7A FOR ADDITIONAL S-7 DETAILS NOT SHOWN STRUCTURAL NOTES 2 X 6 WALL NO. & SIZE OF RAFTER TI ES EACH END 6) WOOD: 6,1 WOOD STRUCTURAL FRAMII\G MEMBERS: WALL STUDS TOP & BOTTOM PLATE BOTTOM PLATE IN CONTACT WITH MASONRY I JOIST SQUASH BLOCK I TRUSS BRACING & BLOCKING FURRING & B.U.C. STRIP -SPF STUD OR CONSTRUCTION GRADE -SPF STD & BTC -#3 SYP PT -SPF STUD OR CONSTRUCTION GRADE -SPF STUD OR CONSTRUCTION GRADE -#3 SYP PT 2 X 4 WALL OPENING JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END (3) (3) (2) (3) ~ SEE SCHEDULE ~~'~~' ~ ~-ROWS 12d NAILS STAGGERED@ "', ~ ~ 12" O/C EACH FACE OR 3-ROWS ~ ~~ ~~ 12d NAILS STAGGERED @ 12" O/C . . ~~........ FOR 2"xl0" OR GREATER HEADER ....... . "- , V ~~ ,'\1 ~ I\. DOUBLE 2 X 12 NO.2 S.Y.P. 'L HEADER WI 1/2" FLITCH PLATE OR WI85 JOIST HEADER, (U.N.O,) V2"X4" STUDS TYP. VUSP HTT16 W/ (18) 16d NAILS AND A 5/8" EXPANSION ANCHOR W/ 6" :: EMBEDMENT U.N.O, OR 81/2" AT GARAGE STEP DOWN "'" ~P.T. BOT. PLATE 11 ,WALL HEADER DETAIL J SCALE: N.T.S, O,o~ tlIltl;, HOLD DOWN CONNECTIONS G NOT REQUIRED @ BEARING WAllS WITHOUT UPFIFT ~USP LSTA30 w/(11)-10d TO TOP PLATE AND (11)-10d TO STUD. MAY BE ANGLED UP TO 10 DEG. ~ ~ ~USP LSTA24 W/ (18) -10d AT ~~ ~ 2'-0" O.C. MAXIMUM \"-.., \ \ 2-2x4 SPF TOP PLATE 2-#2 SYP 2x12 OR WIF85 HDR. UNLESS NOTED OTHERWISE (SEE PLAN) l' - 4' (1) (2) 4' - 9' 9' -16' REFER Tu 26/S-4 OR 27/S-4 * WH EN STU D LENGTH IS LESS-J THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE WI 11 - 10d NAILS 16d NAILS @-----.. 16" O/C TYP. " DOUBLE 2"x4"-. CRIPPLE STUD TYPICAL (U.N.O.) ~~ .-. , , usp HTT16,~ ::: w/l~16d NAIL~ HEADER SIZE & GRADE (2) (3) (1) (2) (2) (2) (2) 2X12" 2SYP (2) LSTA 30 /. VrSINGLE OR 2 PLY :: GIRDER TRUSS " .. ~~ / USP LTS20B w/l0-16d TO GIRDER TRUSS (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) PER NDS = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST EDITION AND QST-LATEST EDITION. 6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 '-" \ ~ "V ~2-2x4 SPF TOP PLATE (3) S.Y.P. 2x4 w/l0d @ 8" O.C. EACH WAY 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 6.6 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE: (SEE 7/S6 FOR LOCATIONS) 6.75/8" x 7" EXPANSION BOLT OR 1/2" x 8" A.B, BOLT MAY BE USED INTERCHANGABLY '. -- -- /5/8" ALL THREAD ROD WI ::: SIMPSON SET EPOXY - BOLTS WITH 4 1/2" EMBED TYP ( 81/2" EMBED WHERE STEP DOWN OCCURS) INSTALL PER MFG. SPECS. ~ FILLING AI\D BLOCKING AS _ REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @16" O/C UNLESS I\OTED OTHERWiSE ~ NOTES: TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAC- TURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER OR ARCHITECT. BEARING WALL NAIL PATTERN: P,T, #3 S.Y.P. 2x4 BASE PLATE ~ (-:~:'--------~W----W---------,~6~ ~ I , CV' I : ,," ,," I 5 FT.i----4"FT.-----------CV------------J ,,' : 5 FT.: 4 FT. (2) '-, CD :CZl @) i - - -- - -- - -- ~- - - - - - =~~ -~"",~,~cis,,~j FT :--nc(z)-----/~u ~ ~-@~ @ .-. HIGH UPLIFT FRAME WALL , 5E.nGIRDER/BEAM CONN. , J 1\0 SCALE REV. 3/20/03 MJB UPLIFT CAP.: w/ 2500 PSI CONC, = 1750# GRAVITY CAP @ BUILT-UP COLUMN (3) 2x4 SYP @ 8'-0" HT,=5175# 1. PLYWOOD AI\D SIDING: ( FIELD) USE 8d NAILS @ 12" O.C. ( EDGE) USE 8d NAILS @ 6" O.C. 2. GYPSUM: ( FIELD) USE 5d NAILS @ 10" O.C. ( EDGE) USE 5d NAILS @ 7" O.C. REV. 10-28--03 AS, ROOF NAILING SCHEDULE: NAILING ZONES "-~ -:::::~ (2) 10d nails @ 8" o.c. , 4'_O..T0 TRUSS TOP CHORD I . ~.PLYWOOD i~ . .r) SHEATHING i · -~ ~ N-1'-4'" : TRUSS--/", ,.q I...~. : LINE OF ROO::: ~n'----"" ~ II '-J ~: BEYOND I EACH TRUSS .J" ...............~. , CONNECTOR ~; l;-I "\~ :~ 2X FACIA SEE L1NTE~ ' " '\2 X 4,,~~F~T~3) 10d SCHED. FRAMING @ NAILS 2'-0" O.C. TYP. USP RT3 EACH STUD 2X4 P.T. CONT. ......-^4 -- WI 3/16" DIA. TAPCONS @ 16" O.C. W/ MIN. 11/2" EMBEDMENT ZONE 1: 8d NAILS @ 6" O.C, IN FIELD 8d NAILS @ 6" O,C. ON EDGE ZONE 2: 8d NAILS @ 6" O,C. IN FIELD 8d NAILS @ 6" O.C.ON EDGE ZONE 3: 8d NAILS @ 4" O.C. IN FIELD 8d NAILS @ 4" O,C. ON EDGE GYPSUM CEILING: USE 5d NAILS @ 7" O.C. ALLOWABLE FASTENERS CONTRACTOR NOTE: ALL DRILLED AND EPOXIED HOLES MUST BE PROPERLY VACUUM, BRUSHED, AND BLOWN CLEAN PER MFGR'S RECOMMENDATIONS TO ACHIEVE UPLIFT CAPACITY ~ PRE-ENG. TRUSSES SEE ROOF PLAN FOR CONNECTION USP RT7 TO EACH TRUSS A: CEMENT COATED SINKERS B: BRIGHT COMMONS C: SPIRAL OR RING SHANK NAILS D: CLIP HEAD GUN NAILS ~~ (3) S.P.F. 2x4 w/l0d @8" O.C. EA. SIDE , l ~ 2 X 4 P.T~~~.~;':; r:J c:: ~ ~~ CONT "'~'c:::'." ,~ ~lJ PRECAST........ __>"~i}., ~ 7/16" O.S.B. " ,.... ~.... t' SHEATHING / ~ 2x8@ 2x8 CONT. -----./" ".:;-...' 2'-0" O.C. TOP & BOTTOM SIM. f 24 \ \V ~~ 1\ ~) ( ) ( ) ( ) ( / EPOXY AI\CHOR W/ 8 1/2" EMBED, INSTALL PER MFG. SPECS. _______ No.2 P,T, 2x4 ~ BASE PLATE -- ~ 26\ SECTION AT ROOF EXTENTION , .J ABOVE SGD N.T.S. REV. AS 4-6-04 -- '~ /" I G.C. VERIFY INTERIOR ____ l? ~ 1/2" GYP. BOARD OR 2x STUDS ~ EXTERIOR STRUCTURAL ~ SHEATHING (MIN, 7/16") ~ VERIFY WI PLAN ~ W/ 1/2" ANCHOR BOLTS ~ 6" FROM END OF EACH ~ SILL PLATE. ~"...--.,. SEE 6/S-6 I 30'\EXT. FRAME CORNER , I SCALE: 11/2" = 1'0" /lnl @ 3"0.c. TYP. EXTERIOR STRUCTURAL jlHEATHING (MIN, 7/16") -- (6 ,HEADER OPENING \ ) NO SCALE "--/ UPLIFT CAP. AT HEADER -- (19\ SECTION DETAIL @ ENTRY \J ~.J.T.S. REV. 1-27-04 AS 1 STRAP EA. END - 1255# ~ CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE SIM (J;J [FOR GABLE CONNS, TYP. ABLE. TRUSS ~ ~~~I~,~ - /i12d COMMONS AT I ~i'..N . \. 6" D.C. MAX TO LEDGER ~7 " 0........ ,.. 0 2X P.T. CONT. T & B o / W/ (2) 12d COMMONS . _ ./ c>< EACH STUD SEE TRUSs------' - I,' ~ ~ ___-2X4 P.T. CONT. PLAN /- !:. ~ ~___ W/ 1/4" DIA TAP CO~S W/ 11/4" MIN, CMU WALL~ = I ~ EMBED AT MAX 12" O.C. [MIN (2)] SEE PLAN _ I _ T&B ____- 1_ -- --v1 ,----7/16" O.S.B. SHEATHING 7""~ W/ 8d NAILS @ 6" O.C. :::'!Y1r- ~ EDGES & 12" O.C. INTERMEDIATE - '- ----- - I _ --- - 1- _ I _ -2X P.T. @ 2'-0" O.C. MAX - I - NOTCHED T&B @ LEDGER - I - TOE NAIL TO LEDGER - I = WI (2) 8d NAILS = : -s ~ -I A; I- >< _uV -- I I I :1'-...... ~ .~ I STUD ANCHORING: I STUD TO TOP PLATE: USP SPT4 W/ (6) 10d X 11/2 OR USP SPT24 W/ (6) 10d W / 6 -10d X 1 1/2 I 2 X 4 SPF /f I AT 16" O.C. //1 STUD TO BOT PLATE: USP SPT4 OR SPT22 ~ : W/ 6 -10d X 11/2 ~~ : ~~.II ,';t"'- 1/2" X 8" H~,:,E ~ ANCHOR BOLT ~"-..:../ - @ 24" O.C. 7/16" OSB W/8d COMMONS @ 6" ON EDGES & 12" IN -~ FI ELD ~ 2 X 4 P.T. LI NTEL - 8" CMU WALL (16\KNEEWALL @ ENTRY \J N.T.S. - ~ 24 TYPICAL BUILD OUT DETAIL ~NTS w ~~ ~ ~ ....J ~ c:::::::J 0 lJ..0:1:0:: (1)10 0:1: '00::0 Z w lJ..lJ.. Q).- 0 ~<(CO ~~~~ Q)U (/) 2:-0:J ~~ (/) w x~o::o w (/) U lJ.. W O:JlJ..U I tJ) 0 0 I- o::ozU C\1 0:: Q..~wo:1: 0.. <.:) 0 0.. ~f- (l)co Z 0:1:00:1:0 Q) '0.0 ~ 0 Z wO::f-z o::lJ..w - lJ.. :::! 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W U a:: 0 ii! f-O~2:2=G~~:E 0 8 ~ tn 8 ~ en tnDD ii O"l o ('I') N Z o 0 00 ...: o;J ~ f- t;(/)~ E '<to::O:: o XW 7i8 ~ Lt 0 o N CiS ('1')0 LO 0:1: . NZ O"l ~~ ~ w 0 c ('I') , ....J W >- ~....J::;C2f- OlJ..o;J:Jo:1:ri . cOr---f-~(j) (/).:.::oU~ri W c. '<t :J f- O"l ri 0 0:: 0:: ' ~ LO C.II-WO O"lo:1:o..(/)UZ 0 . o o IJl W ~ :J 0 Z Ul ~ t' Dar-t' - > I N Ul...JD'11l - [l] 0 I > IJl D' (iW[Y]1Jl <t~[Y]~ D.~~~ ~ ~ ~ In <tUlc. I ~~~r- i. ~ o o IJl D Z LW <.::I Z Ui~~ D LWI-(/')LW::J DZ(/')::::!< DO-I> z~t:::i:(/') <NLWa:~ <.::I~:;COD ~a:ODO ::i:OLWLWU <ll..I--'1- a:DI-L'5z D::Ja:(/')~ ~~~Da: I ll..Z:::J I-~< '<to:1: riO W '~ 0:: i82: CO W.....J L!) 2: (j) O.....J w 0 0 0:: z<( U >-lJ..z --.J Zf-O 0 <(~ - o:1:Z- --.J I- ZW~ -(/)> I OZ- C\J - o::~ 0 woO :c Uuo:1: Z :J 0 L!) (!)w OZ- OwO:: Zl- I- o::~g I S 0..-lJ.. I'- ::c wO::....J wCf) 0::3:0:1: 0 wwO:: ~ llJ enIf- wO(Y) - f-f-6J Of-u ~ - ~ .....J 0 0::: Z:J . > >-00.. ~<( 0 >- 0:1: I 0:: L!) 2:!:::O ~ Z~ N Q.. z3:U ~ :5O::w (j) 0 w2: ::5 o..zo (/)ZI >- llJ D... U -0:1:(/) ~2::J 0:: 0:: SHEET NO. 0.. 0:: () 0 0 5-7 U W ~ CO ~ 0 OF I Z (/) L!) 25 :J ('I') llJ 0 ~ 0 > LAST PLOT DATE N @ 0 May 09, 2005 Z PET AIL6 --.J - .... TIE-BEAM . PRECAST LINTEL 2"x6" P.T. WOOD JAM DOOR AND CONNECTION PE GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL SECT. OVERHEAD GAR. DOOR INSTALL SCALE: N.T,S. FASTEN PT 2X NAILER TO MASONRY W/ 3/16" X 3" TAPCONS 6" FROM ENDS AND 16" O.C MAX. FASTENING TO WINDOW TO BUCK RESPONSIBILlT OF WINDOW MANUFACTURER. 2X BUCK DETAIL SCALE: N,T.S. FILLED CELL W/ #5 VERTICAL 1/2" X 8" A,B W/2" WASHERS SET IN TYP. FI LLED CELL MIN. 5 PER JAMB. (5) 1/2" DIA. x 8" "J" BOLTS CONT. WOOD TRIM P.T. # SYP 2" X 6" OVERHEAD SECTIONAL DOOR TRACK W/ 3{8" X 11/2" SiEE LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. ~ 0 0 ~ L SECTIONAL ~ @- OVERHEAD 0 DOOR 7 ~ ~ '"r ~ I8r GARAGE SLAB '"r ~ @- ~ 00 WALL AROUND GLASS BLOCK- THiS IS NOT A FRAME EXPANSIO~ STRIP ~CHANNEL PANEL ANCHOR ATTACH W/(2) lj4"x2 1/4" TAPCON SCREWS W/WASHERS @ BEND-EA. HORIZ, REINF. HORIZ, REINFORCING INSTALLED PER MAr--.F, INSTRUCTIONS MORTAR JOINT HOLLOW GLASS BLOCK GLASS BLK. PANELS SHALL HAVE REINF. IN THE HORIZONTAL MORTAR JOINTS, EXTEr--.DING FROM END TO END OF MORTAR JOINTS, BUT NOT ACROSS EXPANSION JOINTS, WITH ANY UNAVOIDABLE JOINTS SPLICED BY LAPPING THE REINF. NOT LESS THAN 6". THE REINF. SHALL BE SPACED NOT MORE THAN 2' APART VERT. FOR 3 7/8" BLK, & 16" APART VERTICALLY FOR 3 1/8" BLK, IN ADDITION REINFORCEMENTS SHALL BE PLACED IN THE JOINT IMMEDIATELY BELOW & ABOVE ANY OPENINGS WITHIN A PANEL. THE REINF. SHALL CONSIST OF TWO PARALLEL LONGITUDINAL, GALVANIZED STELL WIRES, 9 GA. OR LARGER, SPACED 2" APART AND HAVING WELDED THERETO 14 GA, OR HEAVIER CROSS WIRES AT I,"HERVALS NOT EXCEEDING 8", OR THE EQUIVALENT APPROVED BY THE BUILDING OFFICIAL. SCALE: N.T.S GLASS BLOCK DETAIL w () r- o z w '" <t r- o o IL W 0:: <t: ::J o (f) W ::;;: l..I...oo::x:O:: '00::0 W 1..1...1..1... ~~::;;:~ ~-0:J x~o::o O:JI..I...U O::OZU o..."",wOO::X: o....o::S::1- OO::X:ooo::x:o wO::l-z o::l..I...w OO::X:zo::o OW<:(O w:s::(/)o I-;::zz o oOO::X: :Jw-w OO::(/)~ (/) oo::x: Z . W(/)woo::x:z (.?z~8:Q OO::X:OOol- bU)O::I-C) oE5Q:S:::::::i 1..1... "",o::uo... w.o:wOo... o::ol-ffiOO::X: OO::X:....Jz ....J 6(/) ~ ~. is ~~ O::....J'- w....JO j>;;:ZCl':: OO::X:O:><:(O V) Q)Q,)....J (l)1U~ ~.~ ~ ~ ~ ~ I V) 0 0:: (l)cao... Q)cB - 'OJ) u:: ca.- - ..V)~ OQ,)w e"tJU w (.? 000 I ~ N Z 1-. (/) 3: lD - (.? 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L~ Description Single Single Single Single Single Single w/sl Single w/sl "" C' \ ~ a- f-i !J-'-f -.!A' DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DSI-222 FINAL ANCHOR1N9 OF " WOOD FRAME UP TO 5'4 X 6:a SINGLE INSWING UNIT W/WO S/DtUTES PRODUCT ACCEPTANCe: No.: 051222 I- ~ ""1 ['-6" f ";: ~@ ~ r"-,t), \:V 0- 6"""1 r- (7j- 30" ..!-A ' 10. rr -<f) ::@ -0 0- (Bt-. 5 1/2" t ,r'E' - r. - ~ 0-.~ 'Bt.- 30" -(j) 0- - -.!A;L r=: cP 01-11 - G 'IOt' .!..:J t_ ~ 3 #10 x 5/8".PHlt.lJPS FUo.l H"UD 4 #10 x 1 3/4" fl,J. HGoD 5 #10 x 2" fl,J.T HLAD 7 # lOx 3" PHftl.PS fl,J. f Hu.o --i tbzvcb l _f2"_ TYP. . - 2" TYP. r-' '/2 'l!'"--i +1 r- " ~ <1 I -L 'f:[jIXJ) I o U). "'-'n' CD- 30" -(]) 0_ 'B4. ( 'B'- _ l ~ 5 1/2" L t (1)_ hv 30" 'C'- --'C' -(]) _'A' (j) ~ (t) (j) to: CV~ --l I-- 4 .Ill ,.!.:-..J t- ~~"l "'" 9 7/S" ~-... I err -~{,rMfJ w ~ . .. tr HlNGE DETAIL 1i/XfE; I'ItICH SIO!lJTt IS ~ TO ~~OF~~ N40 A ,(]) seAt:iI Pfl' SCREW SCHClXJtL . 'E'"" · ~ ~<~ HE" LA'1T:H DETAIL ~ ~ SIOOJT( IS ATTACHro TO lJ\TCH JA.WS use #8 x 1 3/4" P'HIUJPS FU.f f1IEAO SCREWS IN SlR/KE PUlJ.;!. NIb I (4) SCMW lNI"VoCE OF I Q) fROW Sdli:w SCHEDUtL r'E' 10. ,,~ ~\;"~ ~~' ~"- 5~"J\J "'A ......... cOOtJt~:IlI~" " LJhl€ sa: lOCJ< ~ llW<<TACTlJR!llS ~ DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DDI-224 FiNAl ANCHORING OF A WOOD FRAME: UP TO 6 '0 x 6 B DOUBLE fNSWING UNIT PRODUCT ACCEPTANCE No" OCl224 f 6"~ - ~ r 6" f 'Drv I 4" ~'P. ~ 5"1 rf- 1., ,. i~ cb H"TYP. Itr"~ R@ t-~ ~'B' 14" TYP. rf- 14" TYP. ~f- 14" r~ 14" TYP. I L~U"~A:f ~~ ..JL 4 1/28 30" TYP. -!A' &JM ~ ~~f 30" TYP. -0 =@ i i- S 1/2'" f--r -(}) tBt._ -(1) -(1) -I I ~~l -\ 0- -{j) ;1 , I @= (1)- (1) - I (1) ('" -0 CD= :,J (]), T -1<1)~- 4 '/2:J J-I I -J L ~ 1./~- t 4 1.,/2- SCO!E'''' SCHt:D<JLE: , (3) 1 10 x 5/8" PI1IUJPS fUr HOD !(4)l10 x 1 3/4" PH/WPS (L.<f KOD 1(5)110 x 2" PHlWPS fUr KOD I (7) I 10 x 3" PHlwPS ru. r Hv..:J w.:.: t @) ___ 9 7/8" ~~~BJ c:;- T :.~~ {NSWlNC 'rHRESHOtO ~'\1 J~,~ TH~f'5HOt 0 - (~) a-- ~ BAARlrR-fREE: Thrulo4ld Size: up to 5'4 x 6'8 Product ~Cttptance No: DSI-122 , tnswina (wood jamb) Conftg\lIauon: 2'0 2'4 2'6 +80 -80 +80 -80 +80 -80 x. OXO, XO, OX 2"R, )"() +30-80 ..~o -80 +(,() ~o t<j). .(fJ .SO /:)7 +50 '{-O ':56'.(,(l +$O-6!> Single Opaque W/Sidelite5 Sin&1e Ow.~ W/sidtliles (Door do<s nol m<<t Mi$SU~ Impact) T~' 210-1981. 210-2024 + 7S -80 ~ .77 +<<J -71 Mfa. ~': NJll\ Ya Plastics 11'1Jlst;KO NAN YA PLASTICS CORPORATION 1 PLASTPRO, L....C. DISTINCTION FIBERGLASS DOOR PRODUCT APPROY AL TEST RESUL TS L~SWING: Opaque and Glazed Max Door size: 5'4" x 6' 8" DESIGN PRESSURES OPAQUE Door Size 2'0" x 6'8'; 2'4" x 6'8" 2'6" x 6'8" 2'8" x 6'8" 3 '0" x 6'8" freslllires +80 .80 +80 -80 +80 .80 +80 -80 +80 -80 Drawin!! # 99-01 99'{) 1 99-01 99-01 99-01 De~riDtion Single Single Single Single Single 2'8"x 6'8" )'O"x6'8" +60 -60 +60 -60 99-0 1 99-01 Single w/sl Single w/sl Conliguratlon: X, OXO, XO, OX Test ASTM E-330-90 AAMA 1302.S ASTM E283-91 ASTM 8331-96 TESTS ~rlptfOD Unifonn Static Air Pressure Farced Entry Tert LocatwD National Certified Testing Lab Orlando, Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando, Florid8 National Certified Testing Lab Orlando. Florida Ted Date 11103/1997 ()4/0 IJ J 998 J 110311997 04101/1998 11103/1997 04/01/1998 11/0311997 04JO 111998 Air lnfilll'atioo Water Penetration Product AcceptancelLabtl No: DSI-222 Door Size 2'0" X 6'8" 2'4" x 6'8" 2'6" x 6'8" 2'8" x 6'8" )'0" x 6'8" 2'8" x 6'8" 3'0" x 6'8" Li~inis\on. NJ 97()J9 GLAZED Pressures +75 -80 +64 -77 -l1j0 - 71 +56 -67 +50 -60 Drllwina # 99-04 99-04 99-04 99-04 99-04 Description Double Double Double Double Double +50 -60 +50 -60 99-04 99-04 Configuration: XX Test ASTM E-330-90 AA.\1A 1302.5 ASTM E283-91 ASTM 8331-96 --.t- ~ ~ UX;IC "f11. J ~s~.~~ -4 we- LATCH DETAiL -g' HINGE DETAIL ,~~ ~ ~~ ~~ ~"'- ~J'0 ~~ "'- UW( ~vrJ~fJ >U L.DCJ( ______ - :::::---. ~If"'-~-~ ~ fj2 ~IT ASTRACI.L PLA.TE NAN YA P>LASTlCS CORPORATION 1 PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROY AL TEST RESULTS INSWING: Opaque and G!azed Max Door Size: 6'0" x 6'8" DESIGN PRESSURES OPAQUE Door Size Pressures 4'0" x 6'8" +74 -82 4'8"x6'8" +64-70 5'0" x 6'8" +60 -66 5'4" x 6'8" +56 -61 6'0" x 6'8" +50 -55 DrawiulllI 99-08 99-08 99-08 99-08 99-08 Description Double Double Double Double Double TESTS D~rlplloD Uniform Static Air Presrure Forced Entry Test Location National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida Test Date 10/03/1997 0410 II 1 99& 1010311997 04/0 l/1998 lO/0311997 04/0111998 10/03/1997 04/01/1998 Air lnfiJtratiao Water Penetration Product AcceptancelLabel No; DDI-22. DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8S1-226 FINAL ANCHORING OF A.....OOD rn,.""E UP TO 5'+ X 8'0 SINGLE IN$W1NG UNiT w/WO S1DEUITS PRODUCT ,A,CCEPTANCE f'fo": 08$/225 o -j r 8" f WeD 1 I)::~ CD ~O' 0- 6"-1 r @- L- r-f-... ~ U"~€-. P I U U" TYP" 25 1/2". t-€- U" TYP. ~-i ~~. 12" TYP. 25 1/2", ...!-A' t-f- 12" TIP" e--f t-f-' , 25 1/2". --I'"~ -(j) ~i ~~ ~) -J -<1) ~ -0 0- 0- 'B'-- 'DL- j 5 1/2" I , G' -<V ::@ -0 0--f- A r. 0- (j' 12" TYP, t--r- 12" TYP, Lf-' 0r- o "Tt 4 <l2:J l- 0- ~ SCH(DU.( 3)1 110 x 5/$" _lPS FUT ~ 4 - ~10 x 1 3 4" l'HIU.PS FUT MOD 511 "10 x 2" I'fIlU.P$ fUr I<CI>ll 7 , 10 x 3" PHlllRS RAT flOIJ C::-y' ~~ 1>iSW1NC THRf5HOl D L....- u~ ;; I Z 12" TYP. 25 1/2" 12"~ \- ~ ~~. I:J. .. 12" TYP" 25 1/2" ~f-- 12" TYP" 9-~i 12"tf. =t:= (j) (j) (i -...J (. 1/2- t 4 1/2::--l \- ;Jj!X7 f-(i) I-(i) "'-.'D' o 1-0 kD f r t 51/2" t ~\) IHSWIHG rHRr5HO! D I-~ !--'C' _'A' (OptM,,) ~-""'N~ /W'm1[R fREI n"..holc 1"..25 (/2" --.! A . r. '--(7) 'J&j.7 S= up Ie) 54 ~ S'O S~ie Opaque WlSidclil<S S~~Glucd iN lSidclilD (D<x>< ~ no\ m<:d Mi>>ik lmpo<;<) lOU 2\0-2024,4.5.6.\0.1 Ll2 +99 .99 Mfs. by: Non Ya Plasli<:3 I P1a~ Livi.l\&sIQn. NJ 0103'/ . ,-'E' '! 0- CD- 'B,~(j)- 'll~- 0- (i)- 'C'- eD- ~ +89 -89 ss;~ -1 @ "- 9 7/8" ~~ HJ CD ~u..-o . M IT' HINGE DErAIL lQJZ: ~ r>OOJTE:~'IDICI> TO HfN(;i: oPJn ~ , 4 lAJST !If: IJSal Of' ~ S St;Il(\f I<HO A I 7 ~ ~II(W SQlElXAL 'E' """ . ~ ~-<~ ~ '" -r UTr;Jf DETAil. ~ \IIfoIQi StOil.Jl1: 1$ ... TT..cHE:l) TO U,fCH JI,U8 l& 8 x 1 3/4" PHIl..LJP$ FlJ,r HOoD ~ H $ffifI(C pv.~.. I<oHO I 4 s.c:RC'ii WPVa OF , (1)rno.J ~ ,,~ ~.~. " ~~, s~.ro ~~ " liIE ~~ ~ SH lOC1l(~ lINNF~ ~ 'ct- l.r'E' c:-T ..~,:sl 1~..a ~ ~t) INSWlNG ~ (~l r;r ~ IURRIFJ(-f'REL ~ .84 -S4 NAN YA PLASTICS CORPORATION IPLASTPRO, Il':C, DISTINCTION FffiERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWL'iG; Opaque and Glazed Max Door Size: 5'4" x 8'0" DESIGN PRESSURES GLAZED Door Size Pressu res 4'0" )( 6'8" +74 -74 4'8" x 6'8" +64 -64 5'0" X 6'8" +60 -60 5'4" x 6'8" +56 -56 6'0" x 6'8" +50 -50 Test Reoort If 210-1993 210-2{)24 210-1993 210-2024 2l0-1993 21<l-2024 210- 1993 210-2024 Drawinl1: # 99-06 99-06 99-06 99-06 99.06 OPAQUE Door Size Pressures 2'0" )( 8'0" +99 -99 2'4" x 8'0" +89 -89 2'6" x 8'0" +84 -84 2'8" x 8'0" +78 -78 3'0"x8'0" +70 -70 Drawing # 99-01 99-01 99-01 99-01 99-01 Description Single Single Single Single Single Single w!sl 5'4" x 8'0" Single w!sl 6'0" )( 8'0" 99-01 99-01 +53 -64 +50 -60 ConOguratlon: X, OXO, XO, OX TESTS Certlf)'lnlil florida Engineer and LIcense :-iumoor Barry Portnoy p, E. No. 16258 Barry Portnoy P. E. No. 16258 Barry Portnoy p" E. No. \6258 Barry Portnoy P E. No 16258 Test ASTM E-330-90 iX3crlotloD Uniform Static Air Pressure Forced Entry Test Lotatlon National Certified Testing Lab Orlando, Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando Florida AAMA 1302.5 ASTM E283-91 Air Infiltration ASTM E331-96 Water PenetratIon ~~/ HAdr 0 f ff:! Product Acceptance/Label No: D8SI-226 Description Single Single Single Single Single Single w/sl Single w/sl T~st D..!.!!- 04/0111998 04/0111998 ()4/0 111998 04/0 ll1998 GLAZED Door Size Pressures 2'0" x 8'0" +99 -99 2'4" l( 8'0" +89 -89 2'6" x 8'0" +84 -84 2'8" x 8'0" +78 -78 3'0" x 8'0" +70 -70 Drawinll # 99-04 99-04 99-04 99-04 99-04 Description Double Double Double Double Double 5'4" x 8'0" +53 -64 99-04 6'0" x 8'0" +50 -60 99-04 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8DI-228 FJ1'!AL ANCHORING OF ^ WOOILEB&!f UP TO 5'0 X 8'0 - DOUBLE' INS WiNG UN! T Pi?ODUCT ~CCEPL4JJC[ No"" 080'228 I ~ r-6" ~ 6".'1 ~ 6" 4" If- ('" r::v_ cb @ -So' 12" .TYP. l:J r L ~. ~t- ' -0- a 12" TYP. ~f-' 12" TYP. t}--l- t ~€-. 12" TYP. 12" tp::-' ~i ~f-' I 12" TYP, 12" ~P~ rW-f ~~ 0 (i) Lf-.:'~' h0 I 'I, I .J 111/2" I 4 1/2'~ J- L [ 4 1/2'. t 6"-1 r- l- 0= 0- -0 =0 -0 0- 0= 51/2" +--.. 0 - ~ 1 \ '~'__ ~ '\:f- -; ~~;M:0- ~y~ 0= 0- -!A' -0 =0 -0 I I 0- 0= 1- -J L'l/2" SCROI SCHU>Ul.E 3 10 x 5/8" PHIllJPS FU T H(.,l,O 4 10 x 1 3/4" PHIltJI>S NT HOD 5 10 x 2" PHllLPS FU. f H(.,l,O (f 10 x 3" ~ FUr HC).D UJ: I 9 7/8" @t-- J or- - ~~M ~ ~ -'-- -rh~ ~ 5U Lilcx ..r:l.L~ ..~ -~J "C' LATCH DETAIL "y+ HINCE Dt:TAIL tj3 "'~ ~ ~~ ~ ~......... ~i'~ ~~ " ~ ~v ~" ~l~,J;~ "'Sr<>V:~ -IT ASTRACAL PLATE NAN Y A PLASTICS CORPORATION I PLASTPRO, INC, DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS h'iSWING: Opaque and Glazed Max Door Size: 6'0" x 8'0" DESIGN PRESSURES G II o. [ W l.L.~0:: -00::0 W l.L.l.L. ~W"",f- ~90S lJ..J ><(/)0::0 U O~l.L.u L_ 0:: 0 Z U r- o."",w<( O o.""'~f- <(0<(0 Z wlYf-z a:::l.L.w lJ..J <(ZIYO fr"'l DW<(D >oJ W~(/)D ~r-- of- ~ Z Z 0<( O :)w-w O'IY(/)"", <( Z "'" . o ~(/)w<(z LL (!:lZ~ftQ W ;::QDo~ O(/)IYf-u 0::: OZO~:::J <r Ll. ~ C2 U 0.. ~ w..:::wOo. ::J SB~nS<( o .....-1- ...J CJ) :::l-l .IY~ 0'.<((/)0..... (/)IY-I';;: I-IW~D> ...J>~ZIY <(0;><(0 ~~...J cn1a~iQ Q,)._ 0 w Q,)Uu;z ~~~~ I fJ) 0 0 cnCU~CJ Q,)c8~ - 'OJ) u:: ...J cu.- ~ :) ...fJ)a:::co Oa>t5 e"CS ~~~ ~) X7 uj II ~ " c.:t: ~ -- ~ ~Q::l .@#- w (!:l I Z ClO f-.(/) ~ fa CJZw <(u:\..-I ", (/) ~ Q 0 er:: ('II (Q "'; . Df-O Cl..-l~ Z ffiZ()u w~fBii 0 W<(-CJ ::r:I~. j:: ~t:;~Z f-f-...ILlJ :J 0o::UCS IYl.L.LLD. ..J 2W~...J 00., 0 WO(/)S(/)u..z~ffi VI WZ(/)COZDO ~C Z I:)ZWQ~~ZO:: f- 0 ::s I(/)<( 0::: 3::J " u..OZo.f->W~O!n U; <( I W (/) u- Ol: . IJJ f-W...Jt-IYO-lD:l'"" Q (/)CJ<(S;:C'iZ<( .Ld li50~;>0<(gs<ccC c( Wf->-OOt-...I:J: Q UJ3U--1NWUO:O i2 ~O:J~IZ:)cC:;;; 0 1Y""'f-<.:la::: o-=: 8~tn8~U5tnDD it . ~ 1/'iS'rIIINC mRfSHOt.D ~ INS'WIG 1HRf'SHOtD ("-~) cr- ~ fl.4.P:RrrR - FRfI n.-..~ OPAQUE Door Size Pressures 4'0" x 8'0" +99 .99 4'8" x 8'0" +89 -89 5'0" x 8'0" +84 -84 S'4"xS'O" +78 -78 6'0" x 8'0" +70 -70 DrawiDll ~ 99-08 99-08 99-08 99-08 99-08 Description Double Double Double Double Double GLAZED Door Size Pressures 4'0" x 8'0" +99 -99 4'8" x 8'0" +89 -89 5'0" x 8'0" +84 -84 5'4" X 8'0" +78 -78 6'0" l( 8'0" + 70 -70 Drawinl!; II- 99-06 99-06 99-06 99-06 99-06 Configuration: XX Test Reoort j 210-2024- 4.5.6.10.11.12 210-2024- 4.5.6.l0.11.12 210-2024- 4.5.6.10. 11.12 2 10-2024- 4.5,6.10.11.12 Certifying Florida En&lneer and License Number Barry Porn",,)' P. E. No. 1625.L_ Barry Portnoy ~No. 1625& Ba.'T)' Portnoy P. E. Nu. 16258 t Ba;ry Portnoy p, R No, 16258 a~~, (IV AAMA 1302.5 ASTM E283 .91 ASTM 8331-96 Test ASTM E-330-90 TESTS De"rhltloll Unifunn Statio Air Ptessure Forced Entry Test Location National Certified Testing Lab Orlando. Florida Nati<lUal Certified Testing Lab Orlando. Florida National CmiliQd Testing Lab Orlando. Florida National CertifiQd Testing Lab Qrlando. Florida Test Date ()4/0 11 1998 04/0 !l199~ Test RellOrt If 210-2024, 10.11.12 210-2024- to.11.12 210-2024- 10.11.12 210-2024- iO.IJ.l2 Air Infiltration 04/01/1998 ()4/0111998 Water P~ettatlon Product AcceptanceILabel No: D8DI-228 Certifying Florida Engineer and License Numoor Barry Portnoy P. E. No, 16258 Barry Portnoy p, E. No, 16258 Barry Portnoy ::'~y~;;' ~ '~:;rJ/1 (',j(/) l.OZ o (',j(/) oM> W 0::: w ~ <: z z oct: .....J n... SHEET NO. o z - *il' c:::::::JO <(OJ ...J ~ IY f- 2 o (/) (/) W o U ~~ ~~ (!:IN C'i"'" z('f') C'i0 [20: ~~ o . 00 .~ 00<:Q (/) 0.. CO ot LD 0 r-:- I"- "'" 0. 0 0 (1)<( ""'''''' O'l o ('f) N o Z 00 0 C9 ~ r= r-- N E ~iQiX o :><wO ill <:(wJ: ~ l.L. ~ 5 ..., as8LD(!:l<( ~ r--NZu.. (1) ~Nc;jwO .0 ~('f)<t~w .9 .......J..., IY ~ 8 ou..OO:Ju"" 'cci'r-:-f--<D (/)~ou!:!::oi W .-1g.""'~~. LD a.. I t- W 0 ~ (1) <:( 0.. (/) U Z 0 (f) ---1 - <( I- w o S-9 "'" o o N o o Z IJl o w - r- ~ :J > U1 - C ci ~ ~ C [Il - ~ W o [:t: ..J a lL. :I U1 ..J r- ~ [J) ~ w .... ~ z w Z tJ 0 o IJl o ~ t' .- t' I N IDIll o I IJl ID M IJl ['lJt' I .J ('l'] lL. .- <t OJ 0. I .- I <t ..... o Z W (.:l Z -Vl(.:l 0 ~~(I;w:J OZVl:::~ O-I> ~~!:::::(/) ~NWCl::~ (.:lorl~OO ZCl::OOO S:OwwU >u.. .....J~ Ciio~~z O::::JCl::U)::t! Vl~tOCl:: ~~~~a w o ~ o 0:: >-u..z Zf-O <(Z- zw~ -(/)> DZ- wOD uu<:( :J 0 DZ- oWO::: IYf-O o.!:::Li wlY...J 1Y3!:<t wwCl:: COIf- t-f-6j Of-u z60.: ~IIY 2!:::O z3!:u ::Sffi~ o.zo (/)ZI -<((/) 2=2:) CertU')'lng Florid. En&lneer Te" Report /I and License Number 210- 1 987-I.Z,tl 'I Barry Portno)' 210-2024 - 'rJ,'" P. B. No. 16258 210- 198H t,J; 'f' Barry Portnoy 210-2024-1(, r. ~ P. E. No. 16258 210- \987-1. .!.},'1 Barry Portnoy 210.2024-if.U P. E. No. 16258 210-1987-/,2,J't I3arryPOItn0)l ~ / ~;;~~L~;;;f!l -1 r 4l/2-r 4l~~~r~ f "4 r 2"TYP. tv c1 cb~ Product Acceptance NQ: D8SI-226 lnswin& (wood jamb) Coo.ligUJ1ltioo; X. OXO. XO. ox 2'0 2'4 2'6 n J'O +'i9 -99 +89 .89 '&4 -84 .7g ,'13 +70 -10 +53.>4 ~"Ol .:;0 4":IJ +78 -'13 +/1)-70 .S3">4~"0' .so.oo r-- o Z l- I Cl n:: >- Q.. o o 0. IY o U w ~ o I (/) :) ('f) o o N @ LAST PLOT DATE October 11, 2004 PLASTIPRO DOOR DETAILS MIAMI.. 00 .. IHJU.D1~G CODE COM.t'lJ..i~"'CEOFFKE (lKCO) l'ROm;Cr CQ~TROL orVI$10;'1 M.Lc\,MI.DADE COUN'lY,fLORlDA, METRO.DADE FU..OLER$t1tDING 149 WESI' l<"LAGURSTR!i:ET, SIJUE 1603 MR"4f, FLORiDA J~ 130-lS6 3 (305) 375-29-01 FAX (3Q5) 375.291)8 NOTICE OF ACCEPTANCE; (NOA) Certail1Teed COtp~l:atiori''''''''''''''''''''-''-'''''''''''''''''''''-'''''-~'-'- 14{J(ll"niQn Meeting Road l31ue BeU, FA 19*22 SCOPE: This NOA is being iSS\lcdunder the applicable rules and n'sulations gQVClffirtg the use of((onstructipn U'jaterials. Th~ &xumentatlort subm,itted has bt.'t'n reviewed by Mia,mi-Dade County Prodllct COhtrol Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other al'eas where <lUowed by the Authority Having Jurisdiction (All]). Ihis NOA shall not be valid after the expiratioil date stated ~low.theMlalni.Dade C~ul1ty Pt'Qduct Control D1\'i8i<">11 (In ~'1jam:i Dao-eCounty) andk\T the AHI (in areas other than Miami Dade County) reserve the right to l~a\'e this product or r}.laterial tested f(,lf quality assurance purposes. If tbis product or material fails to perform in tllC ucceptcd manner, the manufacturer \vill itlCur t1je expense of such testing and the AlUmay irnmediate1y revoke, nlooHy, or suspet1d the use of su<;h product or material witbin their Jurisdiction, BORA reserves the rlg,'l:!t to rev\.)ke this acceptanct>, if it is determined hy Mia..tni~Dade CQunt)' Product C(lntrol Division that tills product or material tails to meet the requirements of the applicable building code. This product is approved ~s described herein, <l11d has been designed to comply \;\-'ith the High Velocity HUrricane Z(lue of the Florida Building Code. D~SCRIPnO~:: I.andplark 30 (a.nd-AI.{) (and\\l~qeTrack QU), Landmark 4() (and-AR) (and \\'ldeTt'a(k QB) and Lmdmark 5(} (and-AR) (and WtdeTraek QD) LAllEU~G~ Each unit $ha11 bear a pCDl1anent label with the manufacturer's name or lo~, city, state and f01l<>"',in1$ statemtttlt; "Mianu-Dade County Product Control Approved", unless ot.herwise noted n'erein. RE,1'\E\VAL of this NOA "halt be considered aitcr a renewal application has. been filed and tbere has been no change in the.applkable i{u.i!ding code negatiyeJy affecting the J2erformanc~ ofiliis proolJ,ct. TER~nNATlON of this NOA will occur after the expiration cate Qt if there has bt'en arcv1sion ot change in the materials, use, and/or nlanl..lfacture of the product or prCK;css, ?vI isuse oftltis NOA as an ~nd{)rsernent Many prqduct, for ~ales, advertising or any other p'\.ll1XtSCS spaH autN.naticalty tenninate this NOA. Failure to ~(lmply with any ~tion oftMs NO1\. shall be Gause for knnination and ren'l.~'i<ll ofNOA. A})YERnSE.'lR~T: The NOA number preceded by the words ~liam.l-Pade County, F1orida, and fulio\ved by the expiration date msy be displayed in adna1..lsit1g lite,rature, If any portion ofLhe NOA is displayea, then it shaH be done in its entirety. INSPECTION: ,<\, copy of this entire NOA shall be provided h) the ,lser by the man1Jfa~tt\rcr or its distr}1:utQrs anJ sl1.."\11 be available fot inspection at the job r,ite at the request ofilie Building Official. 111\5 NOA cZ!l1sists of pages I through 4. The subrt:ritted docu.mentation was reviewed by Frank Zuloaga, RRC NOA. Na.: l12.121;J,03 Esptra.tJolt Date: OZl28iQ1 Avproval1)a{tl (lJl~1103 Paltc 1 ()f4 6. 1,ABELL"'G 6.1 Shingles shall be lat-.eled with the Miami-Dade Logo or the \vording "Miarrrl-Dade CQunty Product Control Approved". 7. B{)lI.J)I~G PER.'lff REQUlRL\lENTS 7.1 Applic:''ltion for bui1ding I-xrmit shaH be accompanied by copies of the fOUQW1ng: 7.1.1 ThlsNotice of Acceptance, 7.1.2 Any other d~nmcnts rCllllired by the Btli1di.ng Official or the applicable code in order to properly evaluate the In,.<;ml1atiol1 ofQlis system. DETAIL A Rake Edge ..,:.~,..~23~1 CERTAINTEED LANDMARK 30, 40. 50 An dlmenslOtlS shown are In in~es r-- -5518 r--'16114---~1 .' "~:~''''''H 1~4' ..:,,,.~ ~ "l,,~ ~ l:i:~lI4~ {- ~~=~-,2~~ ,-, - -b~~~ .1-- \ -~_..- 33 Fat ,...-"'...... --....; "-1'1 -..--....r~ ,~ t ("" ". ,;: ,,' 55/8 \ _L......l....~...L I Eaves NOA No.: t)Z.1219.Q3 Etl'ltration Date: Q2/28i01 Apptllval I)at~~ ()3/21/03 Page J <if .4 ROOl'lNG ASSK.\ tEL Y AFPROV AL Categgrv:, Su b..C;attgOfY; Mat~ri,alJi Dc,!$, T}ll$l Roofi:ng 07310 Aspha It Shingles DuuensionaJ \\'000 1. SCOPE This revises CertaiaTeed Landmark 30 and AR (and WidcTrack Qil), Celim.nTecd Landmark 40 and All (and WideTra.ck QB), CertainTH~d Landmalk 50 and AR (and WideTrack QB) Shingles 3S manu!1ctut'cd by O:rtainTeoo Corporation desaibed In Section 2 of tbis Notice of Acceptance, 2. PRODUCT })ESCRIPTlON Prgd1ict \?im(>usion~ Product DesniptioQ T.;st Spcdfkall()n~ PA 110 A heavy weight, 2471bisq, dimensional asphalt shingle. FA. 110 A heavy \wight, 2641b/sq, dimensional asphalt shingle. PA 110 A heavy weight, 296Jb/sq, dimt'Tlsional <u.phalt shingle. propriemry Accessory shingles f,x hip, ridge and starter strip applications, Certainteed .La.ndnwk 30 and 13\.';''' x 38 %" AR (and WiJeTrsck QB) CertainteedLa.ndmark 40 and BW' x 38 W' AR (a,nd WideTrack QB) Certaintced Landmark 50 and 13\1,," x. 38;1.." AR (and \VideTrack QB) Accessory Shingles van<:;us 3. EVIDEi"(C.E SVll\ttnED~ :r~~l A~e!!fX Test identifier R6S4 peTe-O 1-02..0 1 CTC-006-02-0 1 I~st N<'me/Re~ort ~ 04/02/0 I 01112/01 11/12/02 t'nd"'J"wrHe.rs Lab<.!tatories, Inc. UL 790 P A 100 PRI Asphalt Technologies, Inc, t'nde:nv:rittrs. Labol'at<)r1cs, Ine, 94l'\K9632 02NK42448 Wind l1plift res1st<.lnl:e PAl 07 11/30/00 11/08/02 4. Lll\lITATlONS 4.1 Fire c!assific.,tion j~ not p.ut or this acceptance; refer to a current Approyed Roofing M$tcrI.lls Director)' WI' fu-e ratings ofthis product 4.2 Sb,lll not be instilled on. l'ooftut'an heights in excess of 33 ft. 5. INSTALLATION 5.1 Shingles shall be installed in cornplJance with R~)o1ing Application Standard RAS 115. 5.2 Flashing shall be in accordance who Roofing Application Standard RAS 115 5.3 The manufacturer shall pHwide clearly ,,,.titten applkation instructions_ 5.4 Ex.p<lsure ;"nd course layout wall b<: 111 compliance \\1th Detail 'N, attached. S.s Nailing ~hall be in complianee \'lith Detail '8', att:lched. l'(OA No.: 02-1219,03 Expfrauitt1 Date: 02128/07 ApproYal Date: 03/27/03 }'llge 2 of 4 1l:f';TAIL B :-~~...., ,~""'~-' ,,--,..-. .., ....-..-- 383;'4" --.----... .w...~i 1'>." -.--' 14'>'4'" ----..-1-'''........,-....12''........".. 4 ......f......''"''.''''-.,.'''~.,- (:hi t r~.. l ' . I -Ii" I I , I l, ,.) " ' "","', ", _' ~m,._._.~.".::.~""''''''>~'''- <-"" --~'i + cc. E~c& ""'.' . 1~'" j "t....._L...."..................L...".....,..............".... ,...'" "," >>-l . I i 13 1l4" , I I I i 1 "-1 I ---~_.~~.. D'.......... ,--~~,- f -~ U\NDMAEK 30, 40. 50 (AND AR) "...... ". .....-..........-..-.-.- 383f4"...........,_. .-.."'''...................., r>' ;F'/"'7~r'rT77'../'-')";z7-'" />'''/2/ ;,-;;i<<;1;r..P;;';;l/~>:..:7/~::.;,../7>7.:Z../>7// """""". /,.t.,'~L;LL //-//~/'L,(/, ,4:J....4. ~L..,L_:..~..~.....,..,/.,~ /.~,L.~~.-../.L.~ ~ L." ,.<, -~ I ' ,- - !-t.Hhr~ Ol:f t3 f~ '10>~ 3m' $ta~At'(f'" 5ft....~i. tf~..::::fl:'1 3 S"'" 2" to 2'i ~ Zl I ~ ~~~ oo:~eoo ,Ju.~" & t(::.W~f ~ \S.\~ , i1- " , .43'...." ....'....-. "" -... ~2 -" 131/4. '" .~: :,-';;;' 12 .." .__.' "'.::===.~~_.~~.,,~,,~-_~w 1" -~ l~"f \VID... { ... ....^. """"........""..",..,,,...,,,, c~'! ' , I.~ ~~ ..... ~." --- ".~. ,,~ ~"",------,,,, ",...., """..""""......,,......,~, ~,.",w. " ~ r I NNlING- .""'.."".;z:'.".M"......W."....~,:"'...._'>..~~,""h^. __~_,~.._..w....,..~,.._ ~~ . AREA Fj~.:".' ". ,.l:.: FI [., F" '. I ~.71:2' . l_...,.._:1:,~:L.__.....l__..,M.." ...____ j \L_~ LLJ LAND!ll.ARK 30, 40. 50 (AND AR} - WI Dt::TAACK QB (LOW an.d StaMard Slope} .....,....,,,....; ~."" .-.. .... "....,... 333J4" .""..""""..,,,,,.........,,,.... [..-/.~.,:;. ~Z2Z. Z?/.~.z. ;~." ;'7...~.;.~~Z(z:2.L:~~.;~;,.J?'ii.;};~.~~;:Z. Z. ~7Z(;:::z.':^.2;.>ZZZ2?22 N~~lH~~ j(~" !Q( "t':t~~p'" t;~~ \.Q;."t.~ ~~ '2i:~ 2) ~~ t;-at\,~t'l OOf..t;o(t\ 2 t:S~ :mes, ............... 12~ ,.".......,. -......."'..."".-..'" 143/4" ........-,-...-.,-.-..,,-. ~2' ......",--_. . _....,c::"1.. /~. ."~,, c:::==~---- ,.... ~, '1,.. (- .~;;,t..~:;s;..-.:'.~.'.:"r'- \.'~I ~.. r1_. , !. \ _..J_" , LA;:iCt,~~:,RK 30, 40. 50 (AND AR} , W,DETRACK QB (Ste.,p SlOpe) '" , 131/4" 6 1./8" ! I I -I...."...t }:Nl) OF TUIS ACCEPTANCE ;':0.\ No.: 02..1219.03 E.lpiratiOI1Vate: 0212&'07 Approval D"te: 031Z7/03 Page 4of4 -.- -~-------- - --.....".,~-- ._-----~_.~----- - u.J () I- o Z u.J (!J <t I- o o l.L W ~ ~ ~5 I C/J I ~.I,~.~~.~."..t.: ....~~~t?~.I~~..,..I.~.~T~.~,~~!.!~.~.. "",6F\~A!.." SE";;;...4\C E:.:<":'E:."~::> ~'\.. O~ ;~' 0...:: .$:':"~e:.: (~. !>'~..s..t,~~,,,~? ) :,.,. ~~:..';'" o;..,:s..~"t;..i,xd ....r/ -, -" '" r t C~:C.~E":' A~ /~""'r.o,~... ':.I. _,..,., _~.....~ $"~~' ,"~ //M~' ,I Q'~ "..}((:.4 r:-f{'ER."i ~ ~01;.W s.~:,<.);~s / / :;&,.:'..:LV, 't,:' :::L:,"~~~;~ ,''':.''f'~...~ ~_c.;..~'lf.:W..t _~l;'1..:' ~a,t. FfGURE 3~ CORNE~ OET AIL FLA81-11NG INeTALLATION FIGU~E 2: WALL FINleH WHERE ROOF MEET& VERTICAL. WALL ,'~}t~:t.o~e:::'_ ~'.&''-i.~:::'? E..><;'~ ~~ C~ '.i.~.;;,U_ ,~~N!$""; ~: <~..._~, -<. ,'-<3: FlASHlNG DETAIl.,. AT CRI(;KETIKNEEWALL INTERSEOTiON ''''~:~~:;;~;~~~~;:;~~~~~~~;:~~:~;~~;''''-~".,,--'''''''~''''-~."''''~-~'''~'''~.''''''''~'~'~'''~''''''~';-''''''''''''''~~'''''-{N~3'$CAt]r~-~ ~"'\ \ , :'-, -- ~..~,.._..-._----~::~ ~~~:;~: ...-- ~C<:'~ ~ > ~ ;~;~:~1~~rj~~1~ ~~~ ~" ~....,.. ",.'J.f';'~"~.'~ ~,~~'iP ~.{;.,\i... ,,~~- ~~\:"',.:~4: . '-*'.-~ ~~;~~';:~;~~~:1 ~ ~~'-$..,:::,,~~ ~"F ~f ;~K~Vfr i '<'~~i' ':\::..,~ {~~~.;~ ~t."':;;$.!-<.!~~~ ",,~' ~.'~~r~'~,'X.," ~. ~ ',$I_~' (,~~.'/ '~J~;:~l:$.:~, \.c.-...;~" ~I .{! '" ,,' ij :i,~~. ~.:.:~'\~ _'.r,.; f.~~~l~,t~,Q.R.~I~!!& N.o1 ~ _ n~:$ 021 AlL IS ~.E::QU\f\~D /\T ALl. vaRTICf.J.. '-'VAlL 1i',HE:R$E.,~>nc,,''-S \.\fHr-i r<OOF VAl..Le;Y$ $. ~oO-.:; Ci~.!CKelS. ------ -~----- .---.-..-.---.- ~- Q.)(J) Q.)Q,)....J (1)....-< Q.).~ 6 Q.)(,)Uj ~ ~ ~ I (J) 0 D:: tJ)CUa.. Q,)c6] -- 'OJ) u: cu.- - ~tnb:: OQ,)W E"Cu W ~D:: l1..-<0 ll..i 0 D:: l1.. 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OLlJ(,O Ma::~ ~ N ~Uo uo:;;:"'- 1::;:"'- ~ .....~O<( (,O(/)I'-U N"'-I'-< ~-<OO OOO~ LO~LO"" 0~0<<:: ~~II' 2Q c=J 0 ~<(CO (/) w o ~ z (5 ....J ::) co ...J ~ I- ~ o (/) (/) w o u ~~ ~~ '" N M '" z('O') ('0')0 ~ti ~~ o "00 .;2 co~ (/) Q.. CO 1.1? Lf) 0 r-:. I'- '" Q.. 0 0 O"l<( <t<t O"l o ('0') N o Z CO Q C1? ~ r=: bU)~ E ~ffi~ ~ -<WI tI) ll.ZI- -9('1')11)(3::) C:OONZ-< C) I'- ...., W all. 'OONN c;('I')-+;;iw l.:!...J~O:::~~" Oll.CO::)u ' " , I- u)~bU~..-1 o.<t::)I-O"l w Ui8.I~ffici ~ O"l-<O-(/)UZ 0 ;~ o o ~ Q) -tJ .- J 0) Z ,0 O~~ 0)- I r- - 1O <J1 r- > 0 N ('\ Q) ~ U) WS-('f) I -<t 0 ('f) (J1 0.. ~ ~ r ~ J.L r/) -<tQ)lU~ L-3 rL I .- E- 'lU Zt- o o ~ lao: Z lI.ll:i: 0 I- ~ ZZ -~~~ 1311)00: 03:lI.l~ ol-Z(J ZZ~UJ ~Oc;;:::! ~::iIl)3:o !:~;:==:J ==o:-o:~> ~ UJO a=~~ola OQQUJUJ la~lI.l~8 i=>i=lI)(J ~ W 0 ex:: () >-ll.Z ZI-O <(Z- z:w~ I- -(/)> DZ(5 0 WO<( ~uO Z OZcr: oWo I- g:~ii wO::-1 :r: n:3:~ wwn:= (!J C:OI~ I-I-LlJ Ol-U a:: Z::) . >-00- >- <(I 0:: ~I-O LlJ -U Q.. Z::I: ~ ::sex::W <( 0 W~ Z Q..ZO Z U (/)ZI :5 -<((/) 0- ~~::) SHEET NO, a.. er:: 0 u w 5-10 ~ 0 J: U) ::) ('0') 0 0 N @ . . ROOF DETAILS ~t \ S r E R SUI;.,ttLE \l'I)LIC:\fOR S M\~t:\l LAMINATED SHINGLES LANDMARK SERlES, WQOOSWf~ SERifS, lANDMARK" 40 lit AND LANDMARK n BS it: '" ~ '" 3= --' 80\l-7618!]7 '- + 600-941-1)051 '- ~0!J.345'1 t 4~ ", (i),:{.1>.V1, CllRl'U:><Tlif,l> SHINGl,f, \l'1't1C\ltlR S M\NI H '-. ----- ~--" ~.._~--- ... fASTENING ........ LOW A.N!) STANDARD SLOPE ENGliSH DIMWSlONS _ ~Jl::,. Proper Na IlGg c' ,. j ~ 1~~ ) ~" l " MURK D!ME~SIONS * LANDMARK Tt * ~ IdeTr.td; QB \:c ('~W r "'f R<:!I1:;dS<91ap<9 I ~, t. \ mE? SLOPE ....1 fNGUSH lJlMENSlONS MHRI( DIMHIStoHS ell * \\ld~lra~k QB FRONT SACK , , \ \--- ~\ .... ..... ~,,,-.>>,".,*,} ...- ....,. :":""'",....",,,::>:l\.,.. ... .-." ~ ::::",<:0;" ,""" -""" """w t Seal"nt Stnp> f ~ u",}'i I UNOER$IOE OHOP !..AMINATE LAYER Ai/'Im H (. E R 1 H" I E ~ I} s HI'" (.I!: \. f>1' I If \1 () It S \t \ '" t ,\ I ~ CHIMNEY FLASHING ........... Mela! Step ffasl1lng L~,~;, t _..., '1' l' ) \ I ~ )<v 1 ~, ! ~ J r I'Cj)Mt \hefh~'\O\ I-W 1',\\tl'll1 (,>"/1'<',6 CfR.TUNtnn SHI:lit:ff, !PI'lI( H\)l{s M\Sl \1 h3 LANDMARK n ,) I gJ(,"S to hh,:t~ l I,W 1.0 ............ ONE ROOf-OVER METHOD fOR ENGLISH DIMENSION SHINGLES ......... PREPARING THE ROOf SURfACE FOR REROOfiNG "NfSllNG" COMBINED WITH THE flVE COURSE DIAGONAL MHfiOl) (' SEVENS AN!) fOURTHNS") ~ ( 0' rIM i'(' \ f' mE R~)(\F' l\li'OR 1\"\1' fh " ) \1:- l.Uk")\nt..l ........ r" ......... HIPS AND RIDGES ........- SHADOW R1DGl' A<USSORY SHiNGlES fOR HlftS AND RIOOES ..... ONE ClfAN-Ol<K APPLICATION METHOD FOR ENGLISH DIMENSION SHlt4GlfS .......... FlVHQURU DIAGONAL METHOD ("SEVENS ANO fOURTEHWJ I'ltH\RP\(, \HE nEt K '" \ '\ , " " ~ J'\D llUWl GIi nu em RHS: ~------ - -~- --~ - --- ~ --- ~ l 121 ' \ (MpI<HI' CFRr\I'tTfElJ StlIN(;IE q'I'IICUORS M~\lH i'b4'!<'JF, CF.R1u'<rHO SHI\(dll HPl.!I'HORS M1\tH tt~ n English Dimensicn l Metno OIm~t1sloo In ( ~~1J/.' " (R J{ r \ I \ r Jj r [J sift \ (, I E ~ I' P I [t \1 0 R S \1 ~ Nt\. L ( ~f( t)~ FOR MURI( DIMENSION (l3WI X 33Wl} AND LANDMARK TL (13W' X 40") SHINGLES -......... fWHQUR$E DtAWMAl Murlon (S~'tl" AND It 1/4~) PRfP\tU\(; l!m DHK: . sl ill! I.R (en fl5E: ! ; l"Ji' tlw HI'! ~l;l.net nil ') '1l ft<ltl1 ,'If\' ""k ,If the ~!;l.lt\'r ~hl'ld\"" Bt (Ot-HOUR RIOGE~ APPlICATION IS AS fOllOWS: : ~ n, h6 w U I- o Z w " <t: I- o o LL W 0::: <t: :J o U) W 2:0:: LL.<l:0 W' 0 0::: LL I-wLL.1- <l:o~z ~-O:::l -(/)0::0 ~5LL.U o::ozy a.. w..... a..2:~1- <l:0<l:0 wO:::l-z o::LL.w <tzo:::O OW<l:o W~(/)O I-<l:zz Ol-O<l: O':::liS:!u;w <l:Z~ ~(/)~~Z (!lZ~u..O ~Qooi= 0(/)0:::1-5 06j0~::J LL."",o::()a.. w~wOa.. 0:: 0 I-z as <l: <l: -.J :::I-.J-o:::-.J (/)0' ~ (/)' 0 ~<l: O:::-.J, w-.JO :J>~zo:: <:(0;><:(0 Q)(/) Q,)Q)-.J t/)~<:( Q,),~ 6 (1)uu; ~ ~ ~ I(/)O t/)C'a8: (1)c@ -:: ,~ u:: ~(/)~ oQ>w e'a() w " ClO I Z ('If I- - lJ) , (/) 3: lJ) ~ (!l z w <:( ('If lJ) (/)~Qo o:::~~ '01-0 OU)..J 8S z <:( () W (/) U) U. w<:(~(!l II~' zt;;~z I-I-~~ n' ()- u..- ,-,O:::WO 0:::0, ~ ZWa..~ 0 LlJZ w 0 (/) S (/) LL. Z Q. U.I WZ(/)roZOO~Q ::r::::I ow-ZO= l-o~WU;~5::3::;) u..Z-.J~>L300CO o <to..IW(/)o..o::-: I-W-.JI-O:::O-.JCO...l ~g~~8~~.(~ COW:::l>-O :::I...I::C W....JI-~NOI-.... I 3i: () a.. w ()... 0 1-0:::l"",::r:Z:::l~;:'; 0::: "'" I- '" o:::Oc:; 8 ~ tn 8 ~ U5 tnD 0 (,) Z - vi" z o i= :J ~ o U) z " Cii IJJ o c:( o 02 o ~ u. C\lU) ,2 LOO NU) ~> l.LJ ex::: 111 111 0 c;>>c.6 MW'""" ,"""O:::(\j ,"""(,)0 ~~~~ <:(~O<:( CD(/)I'-() N.........I'-......... ,"""<:(O<t 00C;>0 '~111~ ;g20~ ONE ROOf-OVER METHOD FOR METRIC DIMENSION AND LANDMARK tl SHINGLES -........ w 2: <:( z z :5 a.. SHEET NO. iQ = Idil ~<(aJ u; w o <!l Z o ....J ::) ro ....J <l: 0::: I- 2: o (/) (/) o ....JM roo wI'- (!IN ZM <:(....J 0:::LL. o - .~ (/)a.. 1110 ~a.. cr'l<:( W () ~~ M~ MO MM NN 00 COCO coco r-.:.I'- 00 '<t'<t cr'l o M N o Z CO 9 CO I- ...: ~ <:( I- O(/)~ E ~8Sg ~ <:(w::r: rfl LL.zl- .Q MI1I (3::) roONZ<:( ~~cjW5 c: M ' ....J W ro....J'<t<:(1- 0'- u.. '""" 0::: <:( .-1 C/?:::I() . roO I'- I- - CD (/).;c0()~.-1 .-1 Q.<<;t ::) I- m W 111 8.. I g: ffi 0 1-0<:( O)<:(o..(/)(,)Z o () \.\) Q) ~ .- J d) Z ,() o~~ ($)- I .- -111 01.- ). 0 N O Q) \.\) 1.1) L ~ I '<tO~01 (l ~ ~ Ld> 11- ~ .q:Q)l\1- t-3 !.L~ E- ''U 21- o o \.\) !!lo:: z~ol- ClIJ.ZZ Cii<(<(~ WlI)OO:: O:Z:w::J ol-zO zZClw <(0-...1 :ill)- ClN!!l~9 ~~I-:>...I 3 -0::<( <(O::wo> o::lZ~Q!!l oOQww ~~~~g ....>....lI)(J w o ~ o >-0::: zu..z <:(1-9 z6J~ -(/)> OZ- WOo g(,)~ oz- OW 0::: o:::r:g o..-u.. wo:::~ a:::3i:<:( wwO:: roIl- I-I-r;] Ol-() Z:::l . >-0 a.. <tICC 2!::0 z3:() :5ffi~ a..zO (/)z::r: -<:((/) ~2::) a.. 0:: o U w 2: o I (/) :::I M o o N @ ~ o z ~ ::c C) 0::: >- CL o o S-10 A ROOF DETAILS SK!N) SKI~) r OPTIONAL OS8 GI-ASS OR 1/8" ACRYliC LITES AVAi-ABLE (SEE SECTiON B-B) "I 12' '",eK t (I) iNTERMSEDIATE STILE~)1r /' ~O GA. MIN END S"llES ATTACHED "D DOOR S"EEr~~.,...r: I-I J" 'r. ATTACHED W TOG-L-LOC TOP 8< BOT.f SKIN WITH PA'EWED T.OG-L-LOC SYSTEM . 25 GA. M,N. L..'------. ..L- A,ND JRETHAN ADHESiYE (AL NC CENTER . '---A TOP 90TTOM 8< CENTER). SK,N COATED WiTH G-60 ',.----. 1-7/~" L-..; r ,,'. GALVANIZING, BAKU-ON PRIMER, I ~. ,---- r I A'ig/c~~E~p~L~E;OTlZE~;~~ IJ 1'Yl \ "ii!? lilll~ll~ II!%' II SiDES OF STEEL SKIN. n 'I . Yjc-4---=Jr~:ill-. ~iil ~ II; I . --~gLf~~~cl(~~E~~8P . _ AI_ 8AACK['" A':iACH8) w/(J) o _ ~_ 1','h5/~" 5,.::t: MSAl ~ ) Inlllil Ii! ,Ii i 1\1 liT II I /sr:p;R~::~ >- (LOCK ?OS,T'ON J: (30T'r-l Si'::1ES) ~ TWO POINT LOCK:NC I \REV 101 102 103 9/27/1999 '2/0'/1999 I /2000 ADD 'CaPC' TO TITLE BLOCK , CORRECTED 8RACKET ATTACHMENT "0 ONE BOLT AND Nu; 1 JAMB ATTACHMENT INFO: SO KSI STRUTS; +25/ J2 ?SF DA'l"E DESCRj?TlCN 'v10DEL: 110RW4 (25 GA, STFFL MODEL: 120RW4 (24 GA. STEEL S' TALL U-BAR 20 GA. GALV. STEEL SO KSI MI'i. I I HORIZONiAL TRACK SUPPORT BY i I DOOR INSTALLER ro SUIT)~ I I <:; Cl I I ~~ i 'f'-...-' 3 GA. GALY. S"EEL FuI.G BRACKET ~I EAC,; FASTEN::D "0 WOOD JAMB WITH I I (3) 5/16"" -5/6" WCOD J<G SC"EWS. : II [ I TRACK CO~FIGv.BM!.\lli I 70 76 82 I 88 I 18~~~T "L' 16 6 7 0 7 6 18 0 a:: o o o I!IC~III :r==IT1 ~IIII i 2MI,- op.f;g~I'OV'lN% ../ . - - -- A "" I OPTIONAL D. UTSIOE KEYED LOCK POSiTIO~ ~ I !'<'.AX DoeR ',JICTi--l 9'0' . i ~.~~~;~~:EA~~EL J:; ST'LES W/(4) NI4,5/~" SHEET _E1'l. SCREWS ~ (4) ~/4.x.3/4. S(LF ':A?P:NG SCR(W'5. I I r J~ 1:,loU l( 20 GA. CALV, I' STEEL o-!lAA. ONE J-9AR , PEA SECTION, EACH u- SAA AT7ACHED ,F.J I 'M~ri TWO 1/4.)(J/4-~ SELF' TAPP:NC = vry SCRE'NS PSR STILE I_OCAT10N tb \ I ~ ~ D CA. GhV. STEEL Bono_ BRACKET. V ~ ~~t&H'J'~~THSC~&1.'4'5/B" ALUMINLM EXTRUSION lc v:~'r'L WEAiHERS7RIP SECTION A-A 'SiDE VIEW) FRONT FRAM E WiTH U v. COA:ING ON OUTSIDE SURFACE: 6 o o Iii II i "L' I [ l----TYP. 2-'/2""2 GA. GAlV. STEEL TRACK 3RACKET. ~ I (4) TRACK BRACKGS PER SIDE (FAC'CRYATTACHED). 's: I II I I ~: LLmw~~= V2" GALV, STEEL TRACK, MIN "KACK THICKNESS: ,060" ~ ONE J" TALL x 20 GA. 50 :<SI M,N.J-BA,R PER DOOR SECTiON 6:, E\lD--""'fYSliDE 30LT STILE 'I LOCK ENGAGES INTO YERTiCAl TRACK. O\lE LOCK ON EACH SIDE Of OOOR. 'NSIDE SliDE 80LT LOCK OPTIO'i r <:; ~ ~ ::; I: [; L I i ~'4'5/8 SHEET METAL :" '1'""1" ""' 'APPING SCREWS. '4 GA. END HINGES .'Il..E.'IL.:s. ~~~) ~ DOORS UP TO 7'-0" HIGH CONSIST OF 14) SECTIONS (SHOWN), DOORS OVER 7' -0" HIGH CONSiST OF (5) SECTIONS (NOT SHOWN). SSB c:.i'.ss OR~~ '?I:-, OPTIONAL 10 SCREW 1/B" ACRYL'C LITE WiNDOW U'E SECTION 9-9 #3.3/4" PA.N "EAO SCREW jfSNAP -ATCH ENCAGES OWO VERTICAL TRACK - J ONE S~AP lA"CH ON ~ I O__SI)~N~::D~S: ' . "'""~ 0' =, <;::;~&' I .' I c1AND~E ______ E~J I I STILE OGTSIDE KEYED I OCK INSIDE HANDLE LOCK gAR LOCK,~G 18 GA. ,N~TRMED"'TE HI~GE ~ I. illl VE,~T1CAL JAMB ATTACHME~T iC-90 BLOCK OR ~Jg,,~P~L~~ C~NNg&E Bgfi~MO"J' 24" CENTERS STOP MOULDING BY DOOR INSTALLER (TO S'J!T) (C-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR ! (20 GA \A,~ GALV S'EEL END STILE 1/4"'4.' TAPCON SCREWS ON 24" CENTERS (2,000 2,6 YELLOW PINE JAMB~ PSI MIN. CONCRETE), '/lASHERS iNOLUDED WITH 12 CA., GA LY. 'S'T':E:'E'::L>.-"':RA):C:K:;'/::;~':;:'l::< .. 20 GA. GAlV. STEEL ~1~NTEr;c. SicE ~i.frf'fAP~5;~R;N~rl-0'is4.~~yD3EMI~OUWN~R~:S~KREQUIRED I~ (BUT NOT REQv,RED) TO PROViDE A "LL-SH MOUNTING S.RfACE. HORIZONTAL _AVlBS 00 "OT BRACKETS FASTENED TO '11000 vAMB , TRANSFER LOAD, \ '8 GA GALV. STEEL CE~TER HINCE #~~:~~EB9. 1;E~TE~dZIL~Rttt) :;~:' :~::~~:~~~~:~ L, o. ~" nee .~,m ""= 12 GA DALY. STEEL TRACK BRACKETS, FASTENED -0 END STILES EACH '11/;4) TRACK ATTACHED TO EACH BRACKET #" 4,5/8" SHEET "'E'AL SCREWS A~O WITH ONE 1/4",5/8" BOLT 8< NUT (4) 1/4'xJ/4" SELF TAPPING SCREIIS PER END HINGE. & OR TWO 1/4" DIA. RiVDS. - 2" DA. SHORT STEM, 10 BALL S-EEL ROLLER JAMB CONFIG'JRATION SECTION C C MOLDED i'iSIDE UTE RGA,NER cOCK 9AR ENGAGES ,'I TRACK ON EACH S DE OF ODOR PREPARAT,Ci'i OF ~AMBS BY OTHERS. OUTS ICE KEYED LOC'O( SNAP lATCH LOCK OPTION DES'GN I_OAOS: +25.0 P.S.F. 8< -32.0 P.S.F. ;EST LOADS: +J7.5 PS,F &: -48D P.5.F NOTE 2: THE DESIGN DF THE SUPPORT,NG STRVCTiJRAL ELEMENTS SHAlL BE THE RESPONSIBU;Y OF THE PROFESSIONAL OF RECORD FOR THE BU'LDING OR STR'JCTURE ANO IN ACCORDAN<;E W"', CURRENT BUILDING CODES FOR THE LOAOS LISTED ON THIS DRAW1.NG ~":T'1.;llf.::tl1 P:;llO-;.l,.st~ IS~H" I S~t'[~l I ~."';!I/Ci ...0. w..~lJf"'CTURED 1 1 I 101979 ~~ BY ;I~:n BY! I DE SCRIPT rDN SINGLE CAR MODEL 11ORW4 6< 120RW4 "" "Ac' II +250/-]2,0 PSF DES!G'< LOAD 8/2</00 NOTED I i I i1:'!:V OJ ~RTICAL ~AM8 ATIACH~ENT ('11000 FRAME BUll DiNGS)' 1/2">3" LAG SCRE'NS ON 24" CENTERS. 1 1/4" 0,0. MiN. '//ASHER REOL-IRED. LAC SCREWS MAY BE COUNTERSUNK ~BJT ~OT REQUIRED) ;0 PROViOE A FLUSH MOU~TING SURFACE. HORiZONTAL JAMBS DO NOT TRA,\lSFER LOAD. MAX, DOOR SiZE: 9'0"'11 X 8'0"'; CEPe (5U) 381-4800 J 12 WALNUT Srf?E['6 SUITE 1600 I CfNCiNNA TI. Di~~1l ~7~~ 9uIldln. P~lXft I ~1o\'OY g:.,;~ ~'~'.. Co<T'~ AI. ~:. I';_..-l. 2tt:rr~S~'~~~d~~~~~t~~. ;~a. IR[vl ! I I I 1 I I D(SCRIPTiSN ~"E MODI"L: 110R W5 (25 GA. STFEL SKIN) MODEL: 120R W5 (24- GA. STEEL SKi,,,) r OOTIOML )S8 GlASS OR 3" TALL U-BAR 1/8" ACRYLIC L,-ES AVAILABLE 20 GA. GAlV, S-EEL (SEE SECT ON 3-8) SO KSI M,N (1) ,NTER"'ED,ATE STilE) h ~D GA. M N END STILES ATIACHED TO DOOR -I 1- 2' '" CK I-.J J' I- HOR!ZONTAL TRACK SUPPORT BY ,I ATTACHED '11/ TOG-L-LOC (TOP 8< SOT) -+ SKI" W'TH PA"E"TEO T.OG-L-LOC SYSTEM .~..L- I I DOOR ,NS:ALLER ('0 SUIT) "\1 A"D uRETHANE ADHESVi: (AcDNG CEN"ER) . '~A "OP. 80-0M 8< CE~TER). ,1-7/8' ~ I'.:.'.',". .. 11 r 25 GA. M N STEEL T .- SKIN COATED tlli,; G-4D MIN. I ~rQ* ITC*lrF5F91 !!r,... 11'1 GAL\ANIZING. 8AKED-ON ?RMER. I - ~ /7 '" '" III~IIII "!, ANO A BAKED-O'i POLYESTER i G=''J&J~ IJ GA. GALY STEEL FlAG BRACKET TOP COAT APPLIED "0 BOTH I II ---- '8 GA C,\LV STEEL Toe _ EACH FASTENED :0 IIOOD JAM9 W':',; '0 SIDES OF S'EEL SKIN ROLcER 8AACKET EACH (J) 51" 6"" -5/B" '11000 -AG SCREWS. I CJ I -~ - ~~;~~,A~~1i~i'~J) i 00 I.: I, I 1,11'1 1 i ! 111,'1, 1111 I!' T1, Iii i II II I I SCRE'.... !;_ I U-------1J i II ~ TRACK CO~FIGURATlON ~ rl.OCK POSi110N ~ /SHIP LAP JO'NTS :....i G (BaTY SIDES) '''a''R I CD !11'r--'-111 [= I.DI il' II I TWO PO,NT LOCKING I {" GA. (;.ALV STEEL B 'HEK;HTi'L" ~ I I,I i i: ill II I i 1~PF~~cDEioEAEcNHD 8 67, _06" 7706, o ~ , " 2" GAlY. STEEL TRACK, 8 ' 'I r- ONE J" TALL' 20. GA I .I-- ~~m ~{,~ d~:r;,{t II /'.\1'1 FlACK T.,'CK'iESS: .060" 7 5 ,82 U-3AR (MI'i. Y'ELC: 50 KSI) .....' &< ~.) '/4"3/4" SE'" 8 -0 88 X rfl PER DOOR SECTiON, EXCEPT I -) ;APPING SCREWS 13 I : ~ I I i I: I I I Ii BOTIOM SECTION WHICH W f I E3E3I REQUIRES TWO U-8ARS'1J = J' ....l 20 GA CiA V S''' c-3AR ~ :, '---TY?, 2-1/2",'2 GA. GALV. STEEL TRACK 8RACKET. ~ END ~SLlDE BOLT II ONE' u-~ PER SEcT'ON €XG€PT!WO ?; I' !~ (4) TRACK BRACKE'S PER SIDE (FAC'DRY AT''ACHEO). I Op.1'00CANALJIONENQ.,FS I .-..- A ~ I STILE. LOCK ENGA. GES _-BARS 0, aonOM SECTION EACH _-BAR i5 'I I" V '-0' IN"TQ VERTICAL ^ ATTACHED W1TH TWO 1/..~.J/4. SElf a.. OPTlO\IAL OVISiDE KEYED LOCK ?OSITI8N I :RACK DNE == :j" = TAPPING SCREVlS ?ER ST'LE LOCA"ON 0 I ~AX DQOR VIDTH 9'0' I 'LOCK ON I EACH SIDE 1-L [1; I OF DaOR I I =""'. ""'" INSIDE SLIDE BaL T I ~. LOCK OPTION ~ ~ Q lJ CA. GALV S'[El aOfTGM BRACKET ~_ ATIr'\CHED WITH T'NO #14-.5/8"' SHEET METN. SCR[WS A.LJJ!>.lINL.M EXTRUSION .t VINYl 'NU.1HcRSTRIP. SC'CT;ON A A (SJiJF V)~''N) ~'4'5/8' SHEET METAL ~~ '1,",0/<" 'm "APPINC SCREWS 14 GA. END HiNGES ~ SCREWS) 0, o .:JQILl; DOORS UP TO 7'-0" HIGH CO'JSiST OF (4) SECTiONS (SHOWN). OOORS O~R 7' -0" HIGH CaNSiST OF (5; SECTIONS (No.T SHOWN), LFRONT FRAME WIT,;JV COATiNG ON OUTSiDE SJRFACE 'U'2.. ') ~I '::1. \, ~T 6'(( SS8 GulSS O'<~ . O?llo.NAL 10 /~ '/8" ACRYUC UTE WINDOW. liTE MOi:DD If,S:~E J SECTION B-.6 U E RETAINlR #8d/4" ?AN HEAD SCREW (' 0 SCREWS PER UTE) " B GA. INTERMEDATE HINGE ~ SCRE'II VERT'CAL JAMB ATTACHMENT Ie-gO BlOCK OR 2000 PSI MIN CONCRETE eDLl-M~ : STOP "OULOING BY DOCR INSTALLER (TO SUIT) ~!8 ,4 SLEfYE: A,~CHOR 30LTS ON 24" CENTERS M (C-90 BLOCK OR 2.DOO PSI MIN. eO:-'CRE"E) OR 1(20 GA. MiN, GI>.LV. STEEL ENO STIL~ '/4"x4" TAPCO'i SCREWS ON 24" eE~TERS (2,000 PSI MIN. CON CRGE) , WASHERS NC,UOED "/11TH SLEfYE ANC~ORS, 1" 0.0. MIN, WASHtHS REQUIRED WITH TAPCONS. ANCHORS '1M BE CDUNTERSUNK (BUi NOT REQUIRED) TO PR<JYIDE A FLUSH MOUNTING SURFACE. HOR Z::JN-AL _AI,lBS DC ~OT TRANSFER LOAD. 18 GA. GALV. S,EEL CENTEH HINGE FASTENED TO INTER STILES 'N,,(~4) 2" GALS S~EEL 'RACK cASTENED '0. L, 4 GA GA~V STEEL ROLLER HI"GES # 14'5/B" SHEET METAL SCRE . '2 GA GALV STEEL TRACK BRACKETS FASTENED "0 END STILES EACrl W/(4) TRACK ATTACHED TO EACH BRACKET f 4,5/8" SHEET METAL SCREWS AND W'TH ONE 1/4",5/8" BOLT &: NL-T ,4) 1/4">3/4. SELF TAPPING SCREWS PER END HINGE. OR TWO '/4" DIA. RiVE'S. \ 'l 2" DIA. SHORT STEM, 10 3ALL S,EEL ROLLER. JAMB CONFIGURATION SECTION C C 2,6 YELLDW PINE JAMB ~' ~~I~E k~;EE~R I'I ~~g~C~~'N 'RACK ON OUTSIDE -. EACH SIDE rlA~DLE I DF DOOR I : ' {SNAP CATCH ENGAGES OWO YERTICAL "RACK ONE S\lAP LA"C,; ON INTE'< S~TILE~ EACH SIDE OF DOOR I , OUTSI DE KEYED I ~AN OLE END I STILE I~S,DE HANDLE OUTSOE KEYED LOCK LOCK BAR LOCKI'iG PHEPARATION OF JAMBS BY OTHERS, DUTSIDe KEYED LOCK SNAP LATCH LOCK OPT'Or-., DES'GN LOADS: +30.0 P.S.F. ~ -J2.0 P.S.F. rEST LOADS: +45.0 P.S.F. ~ -46Q PSF. ~ THE DESIGN O~ TIiE S:JPPORn'iG STRVCTURAL ELEMEN,S SHALL BE THE RESPONSi81LiTY OF THE PROFESSIONAL OF RECORD FOR THE BUILD/'IG OR STRUCTURE N'JD IN ACCORDANCE WITH CURRE\lT BUiLDING CODES FOR THE LOADS LISTED ON irllS ~RAWI~G. 1~.IC'T1.oiU:JlI P'...vo-\ollClI ISH((T I s..nrs ICRI'.....JNG '<l. MANUfAC1URED , 1 102526 ocs. BY :1otE:Cl<tn av DESC:(IPT rON IA'NW Ir,jIlloW 'ev 00 OoloTt '/24/D2 SCAtE NOTECI SINGLE CAR MODEL I' ORW5 6< '20RW5 +300/-320 PSF DESIGN LOAD VERTICAL JA.MB ATIAOHMENT (WOOD FRA.ME BUiLDiNGS), 1/2"d" LAG SCRE'IIS ON 24" CENTERS. I" 00. MIN. WASHER REQUIRED, LAG SCREWS MAY BE COUWERSUNK (BUT NOT REQUiRED) TO PROVIDE A FLUSH MOUNTING SURf'ACE ~DR:ZONTAL JAMBS DO NOT TRANSFER LOAD. MAX DOOR S;ZE 9'0"'0'1 X 8'0"'; CEPe (51.3) J81-4BOO I J 12 WALNUT STReET). SUITE: 1600 CINCINNA TI, OH 452u2 I D;w.iG~ ,Ii CI<JfN\' ~tII'1V P",I1\ICI, I I Ci~, a:",,~ p~~ ~pg." ,., mv.tlJ R__....... ~'l~r~~llt~ic~~cI::-~itlCclQ't ;; Q~~'" r:~ll~ ~ I~rod~. :1'\ Q", !QI'Tll 1'l;1hoI,jt~ ,r'itl.M ~:~l"I. MODEL: 110RIV4 (25 GA. STEEL SKIN.) MODEL: 120F<W4 (24 GA. STEEL SKIN) i III, ;; I il, i 10 ~ ! V . . .~..j.., '0 I '", (; 1111\ ~Ii. II I I <:; ~ b N I i:==J <====J <====J L (5) iNTERMEDIATE STILES FOR 16 IIIDE DOOR. I ATIACHED 11/ "OG-L-LDC (TOP &: BOn ANO iJRETHANE ADHESIVE (AlO'iG CE~'ER) !.-.-.-.--- /' \ .!---- II 11 Ir r / O:;lT~O~A_ SS3 :;L<\SS O~ './a" ,ACRYLIC LITES AVA..1~8LE (SEE SESTO~ 8-9) /~I !!I fI I ~ I ~t~ II~-+--jllir ~ IDI I III! 4 y, . i~:~---ttp !." "I: I ~ . I L .JJ I. ~v ,j I I +----- ~1 I I I V \1 B e, / ;;1 1:11 ijit 1\ r i i c I )-i I! I I i '111 :1 II III n II~II II f /I i I ill~.[.1 ~ I i ~. i. I ty=! . II i ililLi 11 X II U 1-\ ,i i \ 1'1 'I l I ~ 20 GA. MiN. END S:iLES ATTACHED TO DOOR lJ~~' W~~~/ATENTED TOG-I,-,OC SYSTEM ~OM &: CENTE~). ! I! [I ~ illll ~ ~ ~ I F= !A ~ ii y, !.-.tl'V . , I' I. [i'l II , i I 1(\ '" o : M~ ~I i[1 IJi iJ I ~ I ~~ LIIDI'~ ~Il[ \ 111 'II I i Ii r----t, i- - YiEII "C' 1/\ if rID,ID.~i J II J .V\ ~I III \ II ii, I i I IDDD U/3' , 20 GA. U-BARS '-I-BARS IN A 2-1-2-1 ! PATIERN (IE. :WO U-BARS , ON BonOM SECTION. ONE :J - BARS ON NEXT SECTION, ETC.) c:==3 i:==J I ! \..._JCATIO" A" OPT10l\AL VE'lTS \. OPTIO,NAL OUTSIDE KEYED LOCK POS:TlON I ~I : L._._._.__ A lJ.Ql..LJ.; DOORS UP TO 7'-0" H'G;I CONSIST OF (4) SECTIONS (ScOwN). DaORS DYER 7'-0" ';IGH CDi'iSIS: OF (5) SECTIO"S (',0: s.,dw~) MAX. ODOR WIDTH = 16'-0" iNSIDE >'1 FVATIO'iS CAl~~~IZ~~cEK~;~O~~~i:E~, ~-!~II- ,~C< N'JD A 8Al<D-ON ?OLYES"ER ] , \ 'OP COA" APPc ED ;0 BO"., S r"\ES OF STEEL SK N I ---- , 2 GA SA.v STEEL TOP oJ ~~_LE~ aRA..C <:[T SA.C'-! ~~ BRACKET A~AC""D 11/(4) I - 1/ ",,5/8' SHESl'~IE"Al SHiP LA? JOINTS. ~ 1:1 SCREWS \{ V ;'4 GA. GALV STEEL ENJ ,.,~GE. EAC" F,ASTE~ED ~O E"D ] 1)-", S"ilESII/(4) #14,5/8" , ,,:; SHEET \lGAl SCRD\S ~., ~ (4) ./4"xJ/4" SEeF ; ~ '.APP'~G SCREWS. , ~ 3" TALc x 20 GA. DALV, STEEL U-8ARS iN A 2- 1 -2- 1 PATIERN (I.E. TWO U-BARS ON 80TTOM SEC;IO:-<, ONE U-8A.R ON "IEXT SEC:IC~, E:C,). EACH U-BAR ATiACr'E:J w"i:., '!/4.":o:3/4." SELF ~AP~iNG SCREWS ?E'l S"cE LOCATION. 3" TALi... U-8AR 20 GA. GAL V, STEEL MIN. YEILD STRENGTH: 50 KSI 1--1 J' r- 1-7ff~ T SFCT.ON A A (SIDE ViEW) \[{SNA? LATC,; ENGAGES ONTO VERTICAL TRACK ONE SNAP lATCH ON ,NTER. STILE il EACH SIDE OF DOOR. OUTSIDE KEYEO;1' i ' HANDLE , . E,NO STILE I ~ INSIDE HANDLE OUTSIDE KEYED LOCK SNAP ~TC., LOCK OP';ION LFRONT FRAME WITH U,Y, COAT,NC ON OUTSIDE SUHFACE l)[ c.., " ,s~ "\ j;~ " r: I,d(( SS8 GLASS OR ':, ~ DPT!O~Al 10 SCREW ../~ 1/8" ACRYL'C LITE WINDOW liTE MOLDED iNSIDE SECTION B- B LI~E RE'AINER #8,J/4" PAN HEAD SCREW J (10 SCREWS PER liTE) & vERTICAL ..:AM3 A'T"":"AG-iME,".jT (WOOD FRAME aUll DINGS)' '/2"xJ" LAG SCREWS ON . 8' CENTERS 1 -, /4" 0.0 MIN liASe'ER REQJlREO LAG SCREWS MAY BE COO~TE~5UNK (BUT ~OT REOGiRED) TO PROVIDE A FLJS,; MOUNTING SURFACE ~OR ZON"AL JA."'8S DO NOT TRANSFER LOAD = ~= : U END___. SUDE BOLT STILE r. LOCK EN GAGES INTO ~RTICAL TRACK. O"E , LOCK ON , EACH SIDE i OF DOOR. ['<SIDE SliDE BOLT I OCK OPTION I I . ! p) ~ ~ '3 'GA GA~V STE,,~ BOTTOM V'- ~ ~ ATTACHED 'II T-I ~2) #14,5/3' ~ ALUMINJ,l ExT"~SIO~ &: VI~YL WEArHERST~!~. BRACKET SHEET ME'AL SCREWS, 'v10DEL: 1 10R W5 (25 GA. STEEL SKI N) VODEL 120R N5 (24 GA. STEEL SK,N) I ! I I 1 I I I ~ i y, fI !-'W-- , '0 '00 11 I '-' W I a:: o o o ~ ~ C I i ~ , I L i ( I ~I I 1\ '( I !~ III ~ ::Ii ~ I I ! ~ ,I "J ~.t=:j!:=::l!:::::=::l I ! I E::::3E3 i:==J !h" J .& i\RJ6CAisIJ~~e ~~~g~~fT~f U~Z).8LOCK OR 3/8",4" SLEEVE ANCHOR BOLTS ON 20" CENTERS (C-9C BLOCK) OR 24" CENTERS (2,000 PSI MIN, CONCRETE) OR 1/4",4" TAPCON SCR(WS ON 1.6-3/4" CE\lTERS (2.000 PSI MIN CONCRETE). WASHERS ,NClUDED WiTH ~tT~"1 A~~~~R~"dH-0'1s4"\I~';P 'SEM i ~O~II~,sE~~~S~K'EQU iRED (BUT NOT REQ\jIRE~) TO PROVIDE A FLuSH MaU'iTINC SURfACE. HORIZONTAL JlW8S 00 NOT TRANSFER LOAD, YIEW "B" LOCK POSiTION (BO;H SIDES) TtNO OQII\jT L.OCKiN'G 2x6 YELLOW PINE. .~'~~~~~:0:<~:~';;:::::::~~ 1 ::::>< 12 GA. GAI.Y. STEEL TRACK ;:; 3RACKETS FAS'ENED TO WOOD JA.I.1B i\"', '/I1;H ONE 5/16"" -5/8" lAG SCREW PER TRACK BRACKET. 2" GALV. STEEL TRACK FASTENED TO '2 GA. GALV. STEEL TRACK BRACKETS, T RAC K A TI AC HEO TO EACH BRACK ET WITH O"E 1/4"'5/B" BOLT de MeT OR "WO , / 4" DIA. RiVETS. & PREPARATION OF ~AMBS BY OTHERS. REVI DATE DESCRIPTlDN 01 02 03 9/27/1999 '2/DI/T999 1/2000 ADD 'CBPe' TO FTLE BLOCK CORRfCTEO BRACKET ATIACHMENT '0 ONE BOLT ~ND NUT ADDED JAM8 ATIACHMENT ,'<FORMATION .~ORI20N;Al TRACK SUPPORT BY J I DOOR INSTALLEH (TO SU'T)1i i- r- Y' I ~'3 GA. GALY, STEEL FlAG BRACKET. EAC~ FASTE~D TO WOOD JAMB '/11TH (3) 5/',6"" -5/B" WOOD LAG SCREWS. G Cl I --;-RACK CO'tFIG0RAiIO~ '" o o o II " 2.' GALV. STEEL TRACK, / Mli'i. TRACK T,;ICKNESS: DOOR IHE!GH1 "L" B -6 70 .060" I-L~~-M~ 8 0 88' -- I <:; ~ [, -------TYP. 2-1/2"'12 GA. GALY. STEEL TRACK 3RACKET I i (4) TRACK 3RACKETS PER SIDE (FACTORY A"'ACHED). ' ~; ~ <:; z Z W 0- o 1---1- ~'4X5/8" SHEET METAL d- 00 1/4"d/4' SELf' -APPING SCREWS. ~ END ,;INGES ~ ~,,~ ) 18 GA INTERMEDv\TE HINGE ~ STOP MOULD,NG BY DOOR iNSTALLER (TO SUIT) ,I r 20 CA. MIN. GALY. STEEL E\lD STILE .I " M" "'ec ~J 7/16" ID. ROUND PvS,;~\.oT ~ 18 GA. CAlV. STEEL CENTER HINGE FASTENER (ONE PER ROUER) FASTENfD TO INTER. STilES W/(4) #~ 4x5/8" SHEET METAL SCREWS, 14 GA. DALY. STEEL ROLLER HiNGES FASTENED TO END STILES EAOH '11/(4) #14.5/8" SHEET METAL SCREWS AND (4) 1/4">3/4" SELF rA?p'NG SCREWS PER END HINGE. 2" DA. SHORT STEM. 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION C C tIQI..2; THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR T>-1E BUILDING OR STRUCTURE N'JO IN ACCORDA'iCE WITH CURRENT BUILOING CODES FOR THE LOADS LISTED ON THiS DRAWI~G. ! CICpc.ly e..:idj"'9 O'od"c;h Compo""" ..n R~9i-1.3 ~e~.r'yed. I' ~~,ett':'!Cr~~~a'S~!d~~~!C~;~d:,~:lnCo~B Q~;8 ;~~e ~~~~~r be reproduced 't'1 :;l!"l)" fQ(T1'l wi'\;-o".t If. \I.,..~to'" piOrm:llisiol"l. ~_ (5) I~'ERMEDIATE STILES FOR 16' 'IIIDE DOOR. ATTAC;lED '0'1/ ;OG-L-LOC (TO? de BOT) A.ND URE"HANE AOHESrvE (ALONG CENTER) r.-.-.-.-e-- A I . \ I ~END STILE k~;EEA I f ! LOCK BAR ENGAGES IN OUTSIDE ~ " I I ~SK S?D~ HANDLE DF Do.OR OUTSiDE KEYeD LOCK LOCK 8AR LOCKING r OPT'O "AL SS8 G,-ASS OR 1/8" ACqy. ;..IC UT€S AVA.Il-ABLE (SEE SEC"ON 3-B) If :1 i II i i I e; I I I /,/ Y/ i i I i YI '-7\-:- ! Ill'r-I: i 1)14 /1 !" ~I I~ I !~f' I I fI i I ~ L~-'-'-~1 ~' II ~ r1[ ~l :1 '\' B B I I. ; iill,lr! I I i I rlll[1 II II II I ~ 0, ~I "1 I, }11 ! I 111[, Ir-I r}~~1 I, I i II i ,I ~ \ i \ I i i ~I ill II ill I' .71. I i. I' /", I I R=[ -l-iIl1 I ' Iii I! ' . I i .". II ! I lJi 1~111l=111 'I \ IDiDD , U C=l~C==j I i - lOCATIO~ Je OPT'ONAl V['-:S I~ cz:o GA. MIN. END STILES ATIACHEO TO DOOR SKiN WITH PATENTED :CG-L-LOC SYSTEM (TOP, BOTTOM &: CE,,,TER). ~ ! I~ ~ I:::: ~ ~ f\ I ~ VIEW"C" i ~ ---- ---------- VIEW "B" I I I I i LX, POSlnON V (BOTH SIDES) [,1 TWO POI ~T LOCKING I~ v Ik, MAX, OOOR WIDTH = 16'-0" i~S!DE Ei..E\fAT)ONS \. aPTIONAL OUTS'OE KEYED LOCK POSiTION J L._._._.___. A tlQI..LJ.; DOORS JP TO 7'-0" ~.iGrl COi'iSiST OF (4) SEC;'O"S (SHOll"). DOORS OYER 7' -O"HIGH CONSiST OF (5) SECTIOf,S ("CT SHOW") OPTIO'iA~ . -9/' 6" POLVS"ERENE FOAM ,NSulATION WITH J<MI\lATE) <"AP PAPER BACKER J" ;ALL j-BAR 2D GA GI>LV STEEL J:::-i 3' 1- 1-7/B" i== T & VER;ICAL JAM8 ATTACHMFNT (WOOD FRAME BUIDINGS) '/2"xJ" LAG SCREWS 0'< '5' CENTERS 1" 0.0. MIN. '/IASdER REQUIRED '-AG SDKE'IIS MAY BE COJNTERSU~K (3JT NOT REQUIRED) TO PROVIDE A FLUS" MOG'ITING SUR'ACE .,ORIZGNTAL JAMBS DO ~OT T'-ANSFER LOAD '\ " MOLDED INSIDE liTE RETAI~ER ~S"AP LATCH ENGAGES ONTO VERTICAl.. TRACK. ONE S"iAP LATC., ON EACH SIDE Of DOOR. IWER S'1lE l!' , O.'SIOE KEYED ~ HANDLE '. ENO STILE ~ ,~'" -,,, OU1SIDE KEYED LOCI'; SNAP LATCH LOCK OPTION ~ I : -'\ I ~.~ L~ ~~ .'3 G~ GA~V STEEL BOTTOM 9RACKET. U ATTAC~EO IIT~ (2) ,,4,5/8' SHErr ME"A, AL.",J\oil'L...V t:X~~<..JSIO"J & VI~YL 'Nf..A-:-"1ERS-rR1~ S~C~!ON A-A "SIDE V~q() ~ END SLIDE aOLT STILE ~'. LOCK ENGAGES , iNTO VERTICAL . TRACK. ONE LOCK ON EACH SiDE I Of DOOR. iNSIDE <;LlDE BOU LOCK DP1'ON .~ VERTICAL JAMB ATTACHMENT (C 90 aLOCK OR !.2::. 2000 PSI MIN CONCRETF COI UMN). J/8",4" SLEEVE ANCHOR 90LTS ON 17" CENTERS (C-90 BLOCK) OR 22" C(NTERS (2,000 PSI MIN. CONCRETE) OR 1/4",4" ;A?CON SCREWS Oi'i 14" CENTERS (2,000 PSI MiN. CONCRE'E). WASHERS INCLUOEO WI'TH SLEfYE ANC.-IORS, 1" O.D. MIN. WASHERS REQiJlREJ WIT,; TAPCCNS. ANCHORS MAY BE COUNTERSUNK (BuT NOT REQUIRED) TO PRO\1DE A FLJSH MOUNTING SiJRFACE. HORIZONTAL JAMBS DO No.T TRANSFER LOAD. FRONT FRAME "III1H J.V. OOATING ON OUTSIDE SURFACE "~ 2_1 \ \ ; ~ ssa GLA. SS OR ~ DPTIOML I 0 SCREW 1/8" ACRYLIC liTE WINDOW LITE SECTION B- B 1/8>3/4" PAN HEAD SCREW (10 SCREWS ?ER u'E) ~.~. I <1,E, LOCK BAR ENGAG ES ,'I ., ~~K s?o1 ~ ~ OF DaOR. iN;ER -........ STILE -....... OUTSIDE ~ HANDLE OUTSIDE KEYEil LOCK LOCK BAR LOCKING SCREWS, ~ THE DESIG'i OF THE SUPPORTI~G STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBiLITY OF THE PROFESSIONAL OF "ECORO FOR THE 8UILDING OR STQUCTuRE A.ND iN ACCORDA.\JCE WiTH CURRENT BUiLDING CODES FOR THE LOADS liSTED ON THiS DRAWING I eicpey Bu,ldi"9 P~cd~c\.1 COfl"'pc'"'y All R;9hls Rt<serv!!d. ~~e u?: r~~:;~C:9~:\d~~~iC~;~d ~d:iCo~o 0 ~h'f". ~~~~. ;~~~~t be r1!Jp~dUl;<ld in on.~ fQcm withol..l( if. wnUl51'1 ~(mi5l;lrQn. TWO 3" TALL. 20 GA, U-BARS PER OOOR SECTIO'i DESG~ LOADS: +24.0 PSF & -24.5 PSF TEST LOADS: +36.0 PSF & -37.0 PSF MAX. DOOR SIZEi 16'0""11 X 8'OH DES. 81' MWW r-lANlTACTURED I PvRCkASED I SHEET I SHEETS I DRAIJ1NG NO. MANUFACTURED I I 101980 CHEC'EO ay IDESCR1PTIO'J MWW DOuBLE CAR MODEL 110RW4 & SCAl~ I +24/-245 PSI" DESIGN LOAD NO'E~ . 120RW4 REV. DJ DA":'E 8/26/99 CEPe (51J) 381-4800 312 WALNUT STRtE~ SUITE 1600 I' CINCINNA Tf, DIS,~" ~~~QP~ ""11';01/ P,"",QIo i Rf:VI 01 02 OJ DA"E 9/27/'999 12/01/1999 2/2000 DESCRIPTlON I ADO 'CBPe' TO T,RE 3LOC<< GORREC.ED BRACKET ATIAC"ME,' TO ONE BOLT AND NJT I ADOED JAMB A"'ACHME'<T iNFOR\lA"IO'i "ORiZO'" AL TRACK SUPPORT B~ \j I )o.OR ,~S:ALLER (TO SUI1) ; I , . ~Jt // l _# 7'- I J GA. GALV STEEL FLAG BRACKET. -r-. EACH FAS;["ED TO WOOD vAMB WI;'; i' I (3) 5/16",' -5/8" '11000. LAG SCREYiS. r i, ~ I j TRACK CONFiGURATION is i I ~ I ~ / 2" GALV, STEEL TRACK, _ Y' II / ,IN ;RACK TH'CKNESS: .060" I ' ~ I ~ <:; I _I ,,(P. 2-' /2",12 GA, GALV. STEEL TRACK SRAC~ET, ~. 'I' (4) TRACK BRACKETS PER sm:. (FACTORY ArTACHED) 11 ..d:.. DOOR HEIGHT 6'-6 7 -0 7 -6 8 -0 "L" 70'" 76 82 88' I ~'4'5/8" SHEET METAL @ t 1/4">3/4" SELF 7APPING SCREWS, 14 GA. END ,;i.\lGES ~ ~"'~ ) " 8 GA. iNTERMeDIATE HINGE ~ STQP MOULDING BY DOOR INSTALLER (TO SUiT) M "ce" "" -"'T~Y J" : :'~~"::::fcr ' 2 GA GAlV. STEEL. 'RACK /: "'f- 8RACKETS FASTE~ED TO waoo JAMB/ 1..JI;:=l'll,,., I WITH ONE 5/16". I -5/8" lAG SCREW , ~ PER ;RACK BRACKET. \ I"" ............ - 7/16",1.0. ROUND PUSHN:JT '--- 18 GA. GALY, STEEL CENrER HiNCE FASTENER (ONE PER ROLLER), FASTENED TO INTER, STILES W/(~) I: 4x5/8" SHEET METAL SCRE'I/S. 2" GALV. STEEL TRACK FASTENED TO L.14 GA. GALV. STEEL ROLLER HI~GES 12 GA. GALY STEEL TRACK BRACKETS, "AS;ENED TO END STILES EAOH '11/(4) TRAOK A"'ACHED TO EACH 9RACKET # 14'5/8" SHEET METAL SCREWS A.N) W'T" ONE 1/4",5/8" BaLT 8< 'iUT (4) 1/4"'3/4" SELF TAPP,NG SCREWS PER END HiNCE. OR TWO 1/4" 01A. RiVETS. PRF?ARATlON OF JA"'BS 8Y OTHtRS 2" OIA. SHORT STEM, 10 BALL STEEL ROLLER. & JAM8 CONFIGUtl8l.!Slli SECTION C-C IY:AX. DOOR SZE: 16'O"W X 8'O"H ;- 2" ~"IC,<: SKIN COA'ED III'H G-40 MIN ~ ~ GALVANIZING ::K:_O,^~Np:~:L II _'. AND A BAKED-O~ PO'.YESTER I TOP COAT A?PLlED TO 30TH SIDES OF STEEL SK,N I --- 12 GA GAcV S-EEl 'OP RO'_LER 8RAC~ET EACH \U- 3RACKET ATTACHEw '0'1/(4) I I' 1/' 4,5/B' S",E" MGAL SHI? ulP JOINTS ,L SCREIIS V '4 GA. GA~J S"EEL E'JO ~ N:;E SACH "AS"ENe .C ENQ , STILES hi; 4) # 14>5/8" KSHEE" ME'AL SCREWS If'. ~ &: (4) 1/<'.>3/4'.' S,LF : TA?PI'<C SC'lE'IIS I !, J" . AL_ , 20 GA. GAcV. " S~E.E;._ ",,-BAR. TWO U-3ARS - rf:il- PE~ SECIO". EACH U-3A,R A..-o-ACHEC I ' /11TH TIIO 1/4"x3/4" SELF TAP',NG SCR::IIS PER STILE LOCA'ION D::SCNLOADS TEST LOADS: +30.0 PSF & -30.0 PSF. +45.0 PSF & -45.0 PSF. DES. BY MWW i ~,,~~rURED I ~'JRC,,"'SE~ I SHEET i MANUFACTUREO 1 1 CHECKED BY DESCR1PT:O'J MWW REV 0.3 I SHEETS [DRAIJ1NG NO. 101982 DATE DOuBLE CAR MODEL 110RW5 & 120RW5 +30/-30 PSF DESIGN LOAD B/26/99 SCALE No.TED CEPC (SIJ) J81- 4800 312 WALNUT STREET'... 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Wcr:-l Cl:::5:< WWCl:: roI~ I-I-W Of-() Z::J . >-0 a... <::r:Cl:: 2t::0 Z3:U <l'Cl::W ...JW~ CLZO U')Z::r: -<(/) ~2::J CL Cl:: o U W ~ o ::r: (/) ::J (Y) o o N @ (J) -I - cd:: I- lJJ o I- a z l- I o 0.::: >- 0... o o 5-11 LAST PLOT DATE October 11, 2004 GARAGE DETAILS PRODUCT APPROVAL SPECIFICATION SHEET IAs required by Florida Statute 553 842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below If they will be utilized on the construction project for which you are applying for a building permit We recommend you contact your iocal product supplier should you not know the product approval number for any of the applicable listed products USP Product Florida Product Approval Number Number MP34 FL570 PAU44 FL569 RS300 FL822 RT16 FL565 RT7 FL565 LFTA6 FL820 HHCP2 FL817 UPHD8 FL817 HTA16 FL821 HTA20 FL821 THDH210-2 FL821 HTW16 FL820 HTW20 FL820 HTT16 FL821 HTT22 FL821 HUS26 FL818 HUS28 FL818 HUS410 FL821 HUS412 FL821 THO FL815 THF FL815 LUGT2 FL568 LSSH31 FL816 LSTA12 FL816 LST A 18 FL816 LSTA30 FL816 LST A36 FL816 L TW12 FL820 LTW16 FL820 LTW18 FL820 LTW20 FL820 LTS19 FL822 LTS20B FL822 JUS26 FL821 JUS414 FL821 NFM35X1178U FL578 HTA24-18 FL859 KST248 FL822 KST260 FL822 MTW12 FL820 MTW16 FL820 MTW18 FL820 MTW20 FL820 MTW30 FL820 MTS27B FL822 TA51 FL816 w () I- o Z w '-' <( I- o o LL. W 0::: <( ::J o (j) w ~ u..<1:Cl:: '00::0 W 1Lu.. ~W"",I- O<<::Z ~-O:::) X~O::O 0:::)1L() Cl::Oz() n.."",w<1: n..<<=~1- <1:0<1:0 WlYl-z lYu..w <1:ZlYO OW<1:0 W~(/)O I-;::Z2 o O<l: :::)w-w OlY(/)~ (/)<1:Z . W(/)W<1:z <.:lz~EEQ ~QOo~ o(/)O::f-() 06J0~::i u.."",O::UD.. w~won.. 0::01-~-< -<.....J~ .....J :::).....J .0::.....J a(/) <1: (/) 0 <1:~ O::.....J"- .....JW.....JO .....J>~zO:: <1:0:><1:0 ~~.....J U)1O~ti ~'U ~ ~ ~~~~ I en 0 0 ,ft C'\'S it <.:l v, C 0 z Q) "-1\ ~ 0 - IN.ILL.. .....J ns'- -::) .....J .. en ~ en <( OQ)~ g: e'C ~ ~ ~.-\ ~ (/) R I.,- (/) W ~~ /=Z ~ ~ 8 ~ ~ ~' ~/(:;) W ~ 0 u.. ~C'1 ~g <1:.....J ('I') M lYu..""N ~~gg (/) D.. co co l!) 0 r-:. r-:. <;t D.. 0 0 (9 I- 0) <1: <;t <;t Simpson & USP Cross Over Chart with Florida Product Approval Numbers Manufacturer Florida Product Simpson Product Approval Number Number Product Description CategorylSubcategory 1. EXTERIOR DOORS A SWINGING Product Description Approval Number(s) FL1321 FL498, 539 A34 ABU44 CS22 H3 H10 H25 H6 HCP2 HDQ8-SDS3 HETA16 HETA20 HGUS210-2 HHETA40 HSUR/L410 HTS16 HTS20 HTT16 HTT22 HUS26 HUS28 HUS410 HUS412 HUSC410 HUSC412 ITT IUT LGT2 LSSU210-2 LSSU28 LSTA12 LSTA18 LST A30 LST A36 L TS12 LTS16 L TS18 LTS20 L TT19 LTT20B LUS26 LUS414 MBHA3.56/11.88 META22 MGT MST 48 MST60 MST AM36 MTS12 MTS16 MTS18 MTS20 MTS30 MTT28B PA51 SDS 1/4x2 1/2 SDS 1/4x4 1/2 SDS 1/4x6 SP1 SP2 SP4 U24 SetPac10 HD Tlten Plastpro Inc.I Nanya PlastiCS Jeld-Wen Distintlon Fibreglass Entry Doors Exterior Doors B SLIDING Kinco BetterBilt (MI Home Prod.) Fla. Extruders (Milestone) General Aluminum . Mk 2/3/4/5, Mk 2/3/4/5 HP, Mk 2/3/4/5 XHP 420, 470/452, 470HP/452HP Series 500/1000/2000 420/430/440 FL126 FL561 FL45 FL264 C. SECTIONAL Clopay Building Products Residential Wind Code Doors FL542 D OTHER 2. WINDOWS A SINGLE HUNG Kinco BetterBllt Fla. Extruders Mk 40/50, Mk 40/50 HP 165,165/3000,740/3740,3240/4250HP Series 10001150012000 FL123 FL663 FL42 General Aluminum 1100/1140/1440/1450/1540/1550/1570/19001 1940/1970 FL254,1698 B HORIZONTAL SLIDER Kinco BetterBi!t Fla Extruders (Mdestone) General Aluminum RW HP, RW XHP, RW4-XHP 168/3168, 680 Series 1000 1180/1480/1580/1590/1980/1990 FL124 FL670 FL43 FL256, 1700 C. FIXED Klnco Mk 40/50 PW/CT, TWPW/CT FL125 BetterBilt 165/3000,740/3740, 3240/4250HP, 680 FL676 Fla. Extruders (Milestone) Series 1000/2000 FL44 General Aluminum 11 00TDLl11 001450TDLl1450/15501157011900/ FL255, 263. 1697 1970/5000/530015350 Kinco M03-04A, M02-03A, M96-08C FL957 BetterBill Fla. Extruders (Milestone) FE5709/571 0/5711 15712/5713/5714/5718 FL974 FE570015701/570215703/5704/5705/5717 General A!uminum 1100/1900/1970 FL1252 D. MULLION 3. PANEL WALL A SIDING B. SOFFITS Kaycan Ltd. Cameron Ashley Building 0605/0606/9500/9510 Aluminum Soffit 41550145102/451 02N Aluminum Soffit FL1965 FL406 C. WALL LOUVER D. GLASS BLOCK Pittsburgh Corning Corp. Glass Unit Masonry Installed wlMortar FL1363 E OTHER 4. ROOFING PRODUCTS A ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 (and AR), XT30 (and AR) FL250 B. UNDERLAYMENTS C. ROOFING FASTENERS D. ROOF VENTILATORS Air-Vent Inc E. ROOFING TILES F. MODIFIED BITUMEN Certain Teed Corp.-Roofing G SINGLE PLY ROOF SYSTEMS H CEMENTS-ADHESIVES COATINGS I. ROOF TILE ADHESIVE J OTHER CRV Aluminum Ridge Vent NOA No 03-0930.08 Modified Bitumen Roof System FL479 5. SHUTTERS A STORM PANELS B. COLONIAL C. ROLL-UP D. OTHERS 6. SKYLIGHTS A SKYLIGHT BOTHER 7. STRUCTURAL COMPONENTS A WOOD CONNECTORS/ ANCHORS Simpson Strong-Tie see chart USP Structural Conn see chart B TRUSS PLATES C. ENGINEERED LUMBER 0 RAILING E CONCRETE ADMIXTURES F. MATERIAL G. OTHER 8. NEW EXTERIOR ENVELOPE PRODUCTS A. B MITek Industries, Inc. Boise Eng. Wood Prod. Truss Plates Versa-Lam SP Wood I-Joists ALLJOIST FL2197 FL1644 FL1645 FECP Corp. (Cast-Crete) High Strength Concrete Lintels FL158 The products listed below did not demonstrate product approval at plan review I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE FL474 FL474 FL1901 FL474 FL474 FL474 FL474 FL474 FL474 FL1901 FL1901 FL474 FL1901 FL503 FL538 FL538 FL503 FL503 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL1423 FL474 FL474 FL1901 FL1901 FL1901 FL1901 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL474 FL538 F1901 FL1423 FL1901 FL 1901 FL 1901 FL474 FL474 FL474 FL474 FL474 FL503 FL474 FL1463 FL1463 FL1463 FL474 FL474 FL474 FL1218 FL402.3 FL23042 Framing Anchor Adjustable Post Base COil Strap Tie Hurricane Tie Hurricane Tie Hurricane Tie Hurricane Tie Hip Corner Plate Connector Holddown Embedded Truss Anchor Embedded Truss Anchor Truss Hanger Embedded Truss Anchor Heavy Skewed U Hanger Heavy Truss Strap Heavy Truss Strap HDITenslon Tie HDlTension Tie Heavy Joist Hanger Heavy Joist Hanger Joist Hanger JOist Hanger Joist Hanger JOist Hanger TF I-Joist Hanger I-Joist Hanger Light Girder Tledown Slopable/Skewable Hanger Slopable/Skewable Hanger Strap Tie Strap Tie Strap Tie Strap Tie Twist Strap TWist Strap Twist Strap Twist Strap Tension Tie Tension Tie Joist Hanger Joist Hanger Masonry Beam Hanger Embedded Truss Anchor Medium Girder Tledown Strap Tie Strap Tie Strap Tie for Masonry TWist Strap Twist Strap Twist Strap Twist Strap Twist Strap Tension Tie Foundation Strap Strong Drive Screw Strong Drrve Screw Strong Drrve Screw Stud Plate Tie Stud Plate Tie Stud Plate Tie Face Mount Joist Hanger Expoy Tlten Anchor . ~(t) ~ a.: ~ W <.:l '" I ~ ~ ~ f-. (/) ~ to _ 0Zw <:(tO~ ~ (/)~Qo Cl::C'II<D (I) . o~O 0.-1'** Z 8Jz<1:() w~~Li 0 W<1:~<.:l II~. i= ~tI;-z I-I-...ILIJ ::>> o 0:: 0 0 0:: IL LL 0. .... zW~.....J OOuiz 0 W 0 (/) :J (J) IL Z 0. LIJ (I) wZ(/)enzoo ~C Z I:::)zwQ::Ji=ZO:: 1-0:5I(/)<t:Cl:::l:J CJ Ou..zn..l->uJOoCl:l U; <1: ::r: w (/) D.. 0::...; L&J tl;w<et:O::O<eCl:l...l C W0lY~('I)ZlY '/JJ ." 000:::) O<l::::)oCc( ~ w::JI-~~OI-~:::C C ~3:0~~J:~~c(~ C2 O::<<::~<.:lO::Oc: 0 ~~UJ8~U'iUJOD Lt *il' c::=:lO <(OJ m o (") N o Z CO Q ...: O? ~ I- I"'- N <;t O(/)- 0 E <;tlYCl:: 0 o ><wO N Vl <1:wI Vl u.. Z I- ,.., .Q C'1 l!) 6 ~ ,.., CO 0"" z L- ~~ ~ w 6 is C ('l') , .....J W .8 C'O.....J<;t-<1- U OIL"" lY <1:,.., 0 .O?:::)()(O u;rol"'-t)u:,.., -6-~:::)i=0) W ,.., 0 0:: 0:: . I- l!) a.:r: I- W 0 -< (j) <l: n.. U) () z 0 0 0 Z IJ) 0 W - I- Ul :J 0 - ~ t' > Ul - ci r- t' (J . <t > I N .J ID III 0 [I] 0 I - IJ) ID ~ WMIJ) 0 ~ [Y] l' ...I o I I.J.. I ..J l"l U'l LL r- ...I ~ <t OJ 4: U1 0.. I ~ W r- ~ ~ I- Z .1- w Z tJ 0 0 IJ) SPT22 SPT24 SPT4 FL817 FL817 FL821 C\J(f) 'Z L.()O ~(/) > w 0::: w U - CJ) f- a -.J z - <( f- I-- I W 0 0 - l.LJ 0::: ~ ~ >- Z 0... Z a <( ......I () Q. SHEET NO. S-13 LAST PLOT DATE October 11, 2004 o Z W z 9(/)~ 0 (/):r:- LWI-(/)LW:J oz(/):::!~ O-:r:> ~~t:::;:(/) ~"'Wa::= ~r1~Oo za::ooo ~OLWLWU ~'"-_...JI- a::o~l5z O:Ja::(/)~ (/);;:Woa:: I(/)t:Z::J I-_~~U ~ o >-EEz Zl-O <1:z- zw~ -(/)> oz- WOO ~UC3 oz- OW 0:: 0::t::3 D..-u.. wO::.....J 0::3:<1: wwO:: aJII- f-~m Of-u Z:::J . >-On... <1:::r:a::: """f-O <<=:>() z> <t:o::W ...JW2 n..zo (/)ZI -<1:(/) 2=~:::) D.. 0:: o () w ~ o I (/) :J C'1 o o N @ PRODUCT APPROVAL DETAilS ~--..,-~-----'- - ~. -.-._,.~~-------,--_...- SINGLE HUNG PRECAST SILL ~ BY CF~(RS " 1 ~ SECTION A-A I-I'</\'</-l I A.~. VIEWED FROM ABC I EXTERIOR to e' I I I J Irt~ B K 8 Y[~ /( .~ A --.J ELFV A TI 0 l\j MASONRY (FLANGE) HI (BUCK 'w':DT;1) CNE BY I/OOD INSTALLATION ANCHCR BUCK BY O~HERS 3/16' D:A. ~APPER ~ (NOTE G & 7) (~CTE 12) Si-':.~ AS REQ.D, 1/4' I"jAX, ~IGlD ViNYL (S([ NOTES) GLAZING Bf.:6.D__________ (TY') , ~ :JLASS OYP.)(SEE NOlES) IMPORTANT INfORMATION & GENERAL NOTES These MOOs are provided to er:5ure proper ir:5taUation of Florida Extruders M:le:stone prod uds and must be followed fclly. .-., ~~iE';"i~~ i- GENERAL IN5:AUATION INSTRUCTIONS 6 > 1) SHIM AS REQ'D, AT EACH I~STALlATION A:-JCC10R W:TH _OAD SEARI,:-JG SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4' 2) USE SlllCO'ilZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD &. JAMBS. SILL MUST BE AT"ACHED TO THE SU8STRATE WITH VULKEM li6 ADHESrvE CAUlK OR APPROVEO EQUAL. APPLICATION OF V1JLKEM 116 ADHESrvE CAULK OR APPROVED EQUAL AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. -,0, 3) USE SILICONIZEO ACRYLIC CAULK FOR PERI,'o1ETER SEAL AROUND EXTERlOR OF LQ,. WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. TH1S PRINT ALSO APPUES TO THE FLORIDA EXTRUOERS 1500 A.~O 2000 SERIES SINGLE HUNGS. 5) WINDOW FRAME MATERIAL: AWMI~UM ALLOY 6063. [1' ~\ 1\\ ')7\ 0 "7 FLA."G~ TYPE ~7t ",'INDO"", FRAt.jE : __A}-IS CAULK BETVEE.N I \ '.INDO'. rLANGE _. _ I \ ", & \lOOD BUCK PL,..~ET~R~. \ . CAULK .'; 1/ BY QfH~RS \. ('-IINDOI/ I/ID-,,) /' I \ S'7uCCD BY eTHERS ~CAULK BET\"EE~ ~~~~~~~EO~~NrNG SFCTiON 6-8 ~l'0B B~~i-;j~G BY iJT...E:RS SY :7HERS \ CONCRETE :R.-J Q "V MASiJNRY OPENlNG j .. BY D"HERS 1-3/8' I ----- V ~ MJ~,! EMB, . '."", < ~~ ~ 2X4, 2X6, 2XB I/OOD BUCK ---= ~ J...,,- --:BY OTHE~S (SE[ NOTE lS So 23>6 L JI ~ f ~ ~~iTI~~A'~;O(~o~ic~ B; ~;~E~lA) IU I , ANCHORI~SIALLATIONINSTRUCTIONS GENERAL: ~~ ~~ ~. d "z i~ ~:l Ii~ ~~ 6) NAIL AT': AChMENT OF NON-STRUCTURAL ONE SY BUCK 15 4" FROM EACH CORNER & AND 8" ON CENTER. USE A HARDENED "T-NAIl" WITH A 0.097" DIAMETER AND 1 3/8" LENGTi-' (5/8" EMBEDMENT), A HAR!)ENED "MASONRY NAIL" \Vrm A 0.148" DIAMETER AND I 1/2" LENGni (3/4" EMBEDMENT) DR EQUIVALEI'<T. FOR ALTERNATE SECTION ANB-S, USE A 0.113" DIAMETER COMMON WIRE NAIL WITti A 3/4" EMBEDt~ENT OR EQUIVALENT FOR NAlUNG NON-STRUCTURAL ONE BY BUCK INTO A TWO BY STRUCTURAL BUCK. 6 7) APPUES TO AlL ~ON-STRUCTURAL SUCKS LESS THAN I 1/2" TI1ICKNESS. NOT INTENDED TO liMIT TO NOMINAL ONE 8Y WOOD BUCK ONLY, BUCKS GREATER TI1AN I" NOMIMAL (3/4" THICK) AND LESS TI1AN 2" NOMlNAL (11/2" THICK) WILL REQUIRE NAIL LENGni SUfFIQENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 6, 6 B) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESJSTAI'<T COATING APPUED SUITABLE I'OR TI1E ENVIRONMENT AND/OR FRAMING 'o1ATERlAL, WHERE ANCHORS ARE USEO IN PRESSURE-PRESERVATIVE TREATED '.'1000, TI1E WOOD SUPPUER SHALL BE CONSUlTED FOR RECOMMENDATION Of ANCHORS COMPATIBLE WITH TrlE PRESSURE,PRESERVATIVE TREATMENT PROCESS USED. 9) ALL FlELD SUPPUED HOLES IN THE FRAME (IF .REQIJIRED) WILL BE 3/15" IN DrAMETER. 10) WOOD SCREWS SHALL ,MEET ANSI B186,1 DIMENSIONAL REQUIREMENTS 11) IF WOOf( TENDS TO spur, PRE,BORE HOLES AS FOUOWS: #8 WOOD SCREW. 1/8" DLA. PILOT HOLE &.1110 WOOD SCREW - 9(64" OrA. PILOT HOLE (NATIONAL . DESIGN SPEOFlCATION I'OR WOOD CONSTRUCTION). ,.,,:f.,,;O:~~..~~.,.~__ RCEV R~'~e~:~~;I~~ I~ATE 11RN:A FLORIDA E~~;~T~~~;~~ii~:;;{?~;~L~~ . :~J .. ..,. ,-_. 8, :6, 'SA &0 22. A~oml,2/19/03 v CER';:~CATE OF AJ'HCR'ZAT:ON NO. 9205 SA.'iFORD FLORIDA ~ \..~ ' '{ j?'f.:./0 3 ~07E 23 Rt"IlSW TI'1'LE H , .to . ' A,~O/OR ADO€Q RHA;W I .. 'I~STALLAT[ON DETAIL \"~~~,"~~~;~~l~/ ~~~;~~~tN"~R NOTE II II ~~WN H~~G B~LANGE .,NDO'.s ~p:~~~S SI:~OJA 1500 ~ 20JO DATE:12/19/03ISCALE;'NTSIDWG.:.FLEXD016,SHT I OF 2 INST ALLA T!JN ANCHCR ~10 \lOOD SCREI/ (NOTE 16 "no 16A> SFCT,ON A-A (ALTERNATE) & i="or ;nstailationwith two b;i wln or '1'1/0 one by wood bucks. SINGLE HUNG I/I'DC'-I ..,2.IGi-<T fI I 11 GLAZING (TY?) Ii (SEE NC"ES) ~~! I ii SECTION A-A i I I LI'MIN, EMBEDMENT (\.IJOD SCRE\oI) FRAME (FIN) IMPORTANT INFORMATION 8. GENERAL NOTES These rotes are prOVIded to ensure proper Installation of C'londa Extt\lde~ :"1i!e5tofle products and must be followed fully, GENERAL INSl ALLATION INSTRUCTIONS c- '.INDol/ _-' I '.:D"CH ! i Ai I I) SHIM AS REQ'D. AT EACH ;NSTAUATIO'l ANCHOR WiTH cOAD BEARING SHIM. MAX. ALLOWABLE SHIM SlACK 70 BE 114" APPLY A BEAD OF VULKEM 116 ADHESrvE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRICR TO INSERTING THE SHIM TO ADHERE THE ShIM TO THE SUBSTAATE A.~D/OR WINDOW FRAME. FULL SCARING BETWEEN ,HE SHIM. SU8STAATE AND WINOOW FRAME ARE REQUJRED, 2) uSE SlL!CON!ZED ACRYUC CAlJlK 8EHI~D W1NOOW FIN AT HEAD, SIll &. JAMBS. 3) USE SIUCONIZED ACRYUC CAULK FOR PERII"ElCR SEAL AROUND EXTERIOR OF WINOOW FRAME. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN TI1IS PRINT ALSO APPUES TO THE FLORIDA EXTRUDERS 1500 A~D 2000 SERIES SINGLE HUNGS, 5) WINDOW 'RAME MATERIAL: ALUM!NUM AllOY 6063. ANCHCR INSTALlATION INSTRUCTIONS GENERAL: I !ll 1 1'1 ~~: I ANCHOR, ,I I S'ACING: I (SEE BEL~I/)I . ..--r ',;INDO'. r I' HEI1G'iT I I I I /a II;. I l' 9 S ,I If I I EQG"LL Y / [I ~NCHCT I Ii t J D 6) ALL l~S:ALLA110N ANCHORS ,~UST BE MADE OF CORROSION RESISTANT M ,'lAn-RIALS OR 'rlAVE A CORROSION RESISTANT COATlNG APPUEO SUITABLE I'OR THE ENVlRONMENT ANDIOR FRM'lING MAn-RIAL '/IHERE ANCHORS ARE USED I~ PRESSURE,PRESERVATIVE TREATED WOOD, THE WOOD SUPPUER SHALL BE CONSUL TEQ FOR RECOMMENDATION Of ANCHORS COMPATIBLE WITH ThE SPACE PRESSURE-PRESERVATIVE TREATMENT PROCESS USED, <TYP,) 7) All FlELD SUPPUED HOLES!N THE FRAME (IF REQUIRED) WILL BE: .0 a) 3/16" IN DIAMElCR FOR #B WOOD SCREWS, AND Lh.':. b) THE SHANK DIMo1ETER OF THE NAIL ~OUNDED UP TO THE NEXT S~.ANDARD DESIGNATION DRILL BIT SIZE. 8) WOOD SCREWS SHAll. MEET ANSI 3186.1 W1ENSIQNAL REQUIREMENTS 9) ~<AJLS SHAlL MEET ASTM F 1667, 'STA,~DARD SPECIFICATION FOR DRIVEN FASl1:NERS; NAILS, SPIKES, AND STAPLES." 10) IF WOOD TENDS TO SPUT, PRE-BORE HOLE AS FOLLOWS (PER NATIOML DES1GN SPEOFlCATION I'OR WOOD CONSTRUCTION REQU!RE~1ENTS); a) #B '11000 SCREWS - 1/8" DlA. PlLOT KOLE, b) 0 113" DlA. NAILS - ~44 DRlll. SIZE PILOT HOLE. c) OTHER NAIL DlA,'1ETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DlA^1ElCR AS REQUJRED. !I) ~looD SCREW AND NAlL WiTHD~'/IAL VALUES USED TO GEI'<ERA"CE FASTENING REQUIREMENTS ARE SASED ON SOUThER'N PINE WITH A SPECIFIC GR.~VlTY OF 0.55. 12) WOOD SCREWS AND ~AlLS SHAlJ. NOT BE MIXED TO FASThN TI1E SAME ASSEMBLY. - 13) WOOD SCREWS AND NAlLS SHALL NOT BE USED TO F^STEN ASSEM8L Y INTO THE END GR.Al1'l OF WOOD. - S"p";~I~ -J I A-! 116('T:;'; (SEE BELO\ol)' 1- ..., I-- 6' FLEVATION "AX CTYP) v,EWED F"OM D0ERIOR HEAD Sl' L !. JAMB ANCHOR SPACING C-~ 70 psr D.P.) \.IoOD SC:RE''';, 24' '~C, ~AX. (PP) '.AIL' 7' 0 C, ~AX rJR _A~BS A,~D 10' 0 C, "'AX ~J'? HEAD ~ SiLL N .,> ~~ go "z i3~ ~; ry:l li;w ~Q. 1l~ "'~ 1:f~~~:{~.f4:.\;~ \. r(),.' ". ". fl! : ~~::'-' , ~t _.1~~:{ , ~. t.. '.so.':) , ...1 \,:~~~~;~;;~~~~!/ FLORIDA EXTRUDERS I~~~6NN~1~\k~~ C!:RnRCAn: OF AU"'ORIZA~ON NO. 82'" Sk\;TORD FLORJDA TITLE: I:-JSTALLATlCN DETAI'_ .u~8 SCREwS CR NAILS SI~GLE YUNG 'IN ~1~DC~ - SERIES 1000, 1500, ~ 2000 "RA~ BY, BB I APP:lOVED BY: ~oA DATE: 12/1 C/03 I SCALE: N T, S, IDWG :rLEXJ026 SHT I Jf" 2 [SEE SHEET 2 FOR C01l<TINUA'10N OF NOTES] ~pESCRIPTION i DATE INI B IA~~~~~VTO 1'0/1/03 RJA A~\~g:ELSociT!~~UL11 0 ~3 R : A L.. IREVISED ~OTE 7 AND i4- Io.! I' ... IT'TLE TO REF.ECT ~.AJl: ALTEr:l:NATE , , , ' 1000 S.H. -, ,- 1 X 2: X ~/e 1O00 S H r 1 x 2 X 3/6 JA"B (TY?)~ ~~MULLIDN oAM, (n.)i1:j1 -LBE "ULLIDN ~' : Rr-: 'B x 1/2 SEJ . ~ ~8 X 112 SELF ~. ~ APPING S~S JJ.........- TA.pprNG SMS ~ ,!~ 11 ~II 'i~ HORIZON-r AL SLIDER TYPICAL MULL INSTALLATION MASONRY (FLANGE) CClNCRE-E OR CAULK BETI/EE~ nOD ;'S'AcLA1 :ON ANCH~R IMPORTANT INfORMATION 8. GENERAL NOTES A~,CHORINSTALLATION lNSTRUCTlO~iS (CDNT) /~ MASONRY OPt"J!NG ~B~C'< ~ ~AS"'" Z-,.p(~ING 3/:0' DIQ. ....~;:>PER i1'ese notes are prOVIded to enSure pro~er InstaHat.on of ;!orca Extn.,de~ i'<101eSt'Tye LC..':. BY CTHERS BY O-HERS !~Q"," '2), GENERAL (CONT): JNt: BY VOJD - ~ products and ml,,;5t ..~ foj,o't.ed "J,;y BUCK BY OTHE,S I ,] (~~S""E (; a. 7) ~ ~ t; I ~~.}/4~ ~11~ GENER.A.L INSTAL:..AT:ON jNS'TRUCT!ONS 7) A?PUES '7"0 ALL I\JON-STR.uCTURAL B0CKS LESS THAN 11/1" THIO<NESS NOT S~U'_K BE'I/EEN II - BE "M~N , ,1NTEI'<DED TO LIMiT TO NOMlNAL ONE 3) WOOD BUCK O'lLY. BUCKS GREATER I/jNDQI/ /LANGE II '" 1) SH1>\ AS REQD AT EACH ISSTALLA ION ~NCHOR 'lIT" cO~D BE.ARING SH,M '\AX 0 THAN 1" NOMIMAL (3/4" ",leK] ANO cESS TI1AN 2" NOMINAL (1 ~/2" ,HICK) WIll & \oIouD BuC~ :m'5 ~ -j A,cQWABLE SHIM STACK TO BE 1/4" ~ REQUIRE NAlL LENG':"H SUfFIOENT TO MEET EM8EDMENT REQUIREMENTS OF I' -r !/4' S":~ 2) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD &. J^,,'~S. SLL NOTE 6. j , ~ SPACE "AX -I ~UST BE AlTACHED '0 THE SUBs:RA7E WITH VULKEM 118 ADHESIVE CAULK OR 8) AcL INSTALLATION ANCHORS MJST BE ~.ADE Of CORROSION RESIST ANT -, !,............... - APPROVED EQUAL APPUCATlON Of VULKEM u6 i\Ot<Esrv'E CAULK AT FRAIV1E S!L.L MUST r-1ATFRlAt...S CR HAVE A CORROsrON RESISTANT COATING APPUED sunA6lE FOR ! I,:, 11 -T', COMPLY VVITH SEA:..A,'\/"'!'" ~ANUFACTt.RER'S RECOMME~CATlOr-,S. '"l-<E ENVIRONMENT ANDIOR fRAMING J"tATERlAL WHERE ANCHORS ARE USED IN I 'I, ': II I, ,0,C J) USE srUCON1ZECl ACRvl.IC CAULK FOR PERlMf"':'"ER SEAL AROUND OC ERJOR 0': PRESS\)RE.PRESERVA TI'/E i~:ED 1,1'1000, iHE WOOO SUPPUER SHALL Be I S"'I)(",(1": i, : I i ~ WINDOW fLANGE A.ND TO SEAl.. HEADS Of INSTALATION ~A.STENfQ.S, CONSUL:EO FOR RECOMMENDATION Of ANCHORS CO~1PAn8lE WITH THE BY 'C~HERS -' II :~L G I 'I 4) FLCRlOA EXTRUO€RS 1000 SeRIES HORlZONTAL S,JD€R is SHOWN PRE6SURE.PRESER\AT1'1E TREATMENT PROCESS USED, I *11 j, \ 5) 'NINDOW FRA\1E ....ATCR1.Al AlUf<11N1JM ALlOY 6C6J 9) AI...l FrELD SUPPUED HOLES IN THE FR.A,,"1E (IF REQUIRED) WI:..lBE 3/16" IN '~Rr"E-ER ! [ji@ifPLSH:'"ASREQ.;)DrA"'ETER. - rA~U< ~;t I I (SEE 'l::;TES) ANCHOR lNSTAlLA:10N INSTRUC:::ONS to) WOOD SCREWS SHAll ~EET ANSl B:e 6,1 DIMENSlONAL REQUIR.EMENTS BY OT ~~S 1 I ( B:\ 11) IF WOOD TENDS TO SPl.rr. PRE.BORE HOLES AS FOLLOWS #8 WOOO 1/ H ''- HE~~~T) GENERAU SCREW. :18" ~lA PILOT HOLE &. #10 WOOD SCREW. 9/64" DlA. PILOT HOLE "'" ",V . ~LC~L ,- v" ,0, 6) NAJL .nACH'1ENT OF ~ON-STRLlCT\JIW. ONE BY BUCK is 4' FROM EACH CCRNE~ AND (NATIONAL DESIGN SPECIFICATION I'OR WOOD CONSTRUCTIO~). HE:IGHT) j, i: ~~ANG~ T,;::>e,. i ~ 5" ON CEN'Tf:R l,SE A hARDENEO 'i.~AIL" if,ff';'H A Q,C9T DW1f"TER. AJW 1 3/8" L€~GTH oLASS <TYP).J r,! ~r~~~~ F'^ME I i5/~" EMBEOMENT). A HARDEN EO 'MASONRY NAIL' 'hTH A 0148" DW1VER AND) '/," 3/16" DlA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONe BY (SEE ~O"ES):~ 'II -" LENGTH (3/4" E,"BED'IENT) DR EQUIVALENT WOOD BUCK)' : 'I il ~ " I' \ 0 ~~f'-H- E:: BR~ ~JJo~DE ~USK 7~,Y \ s~~g~~~E CJ~2~I"''lG 12) WHERE WINOOW rs INS-;Al..LEO IN MASONRY OPE'IIN(; 'IVI""'rH A- 1'1 'i l ~. - B',," _'_.Oo__m _\\ BY O"CO[RS NON.SlRUCfVRALONE BY WOOD BUCK (NOlO 7). USE A 3/16" DlA. TAPPER -~ ... ~ CO"iCRETE SCREW Of SUFAOE....T lIH T:J ACHIEVE ~IN EMBEDMENT OF 1-1/4" ,i \ ~I"D VI YL (BUCI( \"/ID~f-I)1/4' $Y"M \ __ :-,/4' i":l<.j r- It\iiQ r--1ASONR.Y OR CONCRffi. ~ ~ L :3~~.ZI'J::; ~EAD FLANGE: Ty:JE SPACE ~~X- -.j 1\ (l.lBCME'("'" i 13) SEE SHEET 2 FOR "'-A?PER INSTALLATiON ANCHOR LOCATJON CHART LETIER. I i='ERr~ETt.R ,: I, (TY;:') , \,,,tiN::JC',,( "':;;:A,I.1E $,i-<I,'wi AS R'EQ'D 1 \ ')ESIGNAT10N$ ON THE TAPPER ...OCA"10N CHART INDICATE WHERE TAPPER lEY _AL.LK ---..... II :1\\ FLANGE :YP'C:: I ."IA.'-1B '~,~,SE'E- ~JTE$) \~ C>! CONCRETE SCREWS ARE TO BE I~STAUED vVHEN USING THE EX7'ERJOR. I JT~ERS \ I II ~ '-I,~Dc'. r'AME INSTALLATIC' ANCHOR ~ ' , I ELEVATICNASAKEY. J"~ :' SIl.l. : 3/16' DI,("c.t:'E>P1EO._R)-~'!~lrv.' rll ~4)TAPPeR(RAWL)CONCRETESCREW~ANUfAcruREDBYPOWERSFASTENING. I ~ -' , - v INC. NJLL SE USEO. TAPCON (by ELCO TEXTRON INC.; DR mEN (by SI~lPSON I ~~ 'iGID VINYL I<. _ _ S11<ONG-l1E) CAN B€S';BSmUTEDWITHTHEFOl.LOWINGUMfTATIONSFOR I ,~- ::;'-AZ1~G BSAD ~' _ _ n,E HORIZONTAL SUDING Wl'.OOW SIZE D24, D24S, D2S A,ND D26: :; , ! (( (( (( ::;LASS (TYP) " I,:.. a) lNSTAlLTWO ^DDmONAL FASTENERS IN HEAD DVER ChART (SEE ~Q"ES) \ I 'I' I \ REQUI~E'1ENTS AT lOCATIONS A AND o. CAULK B~Tu,"_c," Q / "1 I (' I. ,1/',' \ 0 1S) ALL REMAl~ING FACTORY APPUED INS1AlLATIDN FASTENER HOLES NOT c w c, I I ."SED FOR TAPPER CONCRE'O SCREW lSSTALLATION SHOULD BE FILLED WITH #c W INDCI/ rl_A,NGE I "1 ~ i WOOD SCREWS OF SUmCIENT L T11 TO PROVIDE MIN. 5/8 IN E1"BEDME.~T lNTO ~ ~RECAS T SILL I , ' WOOD SUCK. AD~{~~~~~~u~~ -;9ECAST SU J SECION A.-A CAULK BET"':C~N -----)~ I \ CR A?PRnVED UL BY OiHERS '.;NDQV rl.A%E ------ ~ , I #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK): U \y4/ \.; 0-1 !.. ''1100:) BUCK I P ! PE.~I~FER), , I6) NHERE WINDOW IS I.~STALLED l~ MASONRY OPENING 'lllTrl A STRUC11JRAL A, -41 CAULK STUCCJ ~ 1'1 f ",VO BY WOOD BUCK, uSE #10 '1'1000 SCREWS (ANSI B18.6 1) OF SUfFlOENT ! A 3 C I D I BY ilTrl>RS SY eTHERS :, LE~iGTH TO ACHIEVE 1.3/8" MIN. EMBEDto'ENT INTO THE TWO BY WOOD BUCK. , - '. ',; , ~ ^, ^T' ,- ~ 17) #10 '/IOOD SCREWS ShALL BE INSTAllED AT ALL cACTORY APPUED "'-;:-If I +- I I ~ t ----C'.lNDn\.l 1/1D-H) -< ,.A,J_K B,- . cE~ INSTALLATION FA5TI"NER HOLE LOCATIONS. II c. E il';:p A '; i ;:p~-/.' 'tl F - . SE8CTI8CI'" ~"yCi~~_~,~.cPRcES~I~G !8) WooO SCREWS SHALL NOT BE USED TO FAS-EN ASSEMBLY INTO THE END , /h ..,'.","', _" c ,~ GRAIN OF WOOD, :SeE SHEET 2 FOR CONTINUATION OF NOn-S] 'vi H N .t);~ J. A.Wr,.;:, ", iG I ~ i ,~~ ~~ /~~~~.~,;'\~~\;~~."~~' REVI DESCR;PTlON DATE iI!':! FLORIDA EXTRUDERSI~~~~Ntl~ifL'~i I ~i I 9 I B ~; {:2{ _..;-"'.+---- B I~D~R~~'~~o"Y;~As;{;5 IJ/16/03:R~A CERT,FCATE QFAU:"OR:ZA"""O 92JS SANFORD, FLORlDA Ii:' I 4- v ~g ~\l.-,.t..',\" . ~ Z~,.,{".'~.;"'3' !2~"GCAH2.T.'O~. ~8 :~f'~~S'1 ' TITLE I'JSTAI_LA- ION JET;' Il_ 'iii TAPPERS ~ ',~. HC?Z S: IDING FI ANGE.-iINDC;'w - SER:ES 1000 EI EVAT;ON A --.J !~;;;'<~t;'~~::::,::~~> c li:~:gD:g~~EC5J'j;'~ifg ('19/03R":A D!\A~ BY.B? I APPROVED ByRJA VIEWED FROM EXTERiOR ." ON( 8Y Buex C>,L-Ov~ , ' ::lATE. !2/19/03ISCALE: ,\'TSD'rVG. FLEX0020 S"<EET I OF 2 I I , : 1 1/4' ~lN. I E"BED~EN~ .6 ir , DETAil C r ~v~E2 ~~~~~N ONE BY .,I00D SuCK BY J,c(RS ~\ _L----~ r \ INSTA.llPlDN A,NC"QR 3/16~ DIA \ T~PCCN seRC'" A.NeHeR CTy?) \- EXTERNAL ~ULL10N INSTALl-ATleN CUP TYP1CA. MULliO' TO CONCRETE ~ HE.AO . APPl,ES TO HEAO 8< Sill WHERE I" X . &: 2" X 4" TUBE MU:.uONS ARE USED) lOCO$H.- rlX2Xl/8 ~OQOSM'l .A>B (rYP)J r;:~ TCBE MUlllD' "M8 C'y.) "L ?,; il ~-.a x 1/2 SeL" TAPPING S"'$ J~ ;- CONCRE i E DR ~,ASaNR y BY ~THERS .6 I G- ~9 X 1/2 SELF , ~APP1NG S"S y===l ---1 I! ;Y , ley Pi \ "StALAN1' BPV((N 'X....- .llNI;CV (;'lANGE"S " >lULllDN - >>8 X }-1/2 SElf HoPPtNG $,M$ ~.. ::ill \ . ~ SEAi.ANT 9(TVEE)1 ""-L- "INDCY f"LANGES \- 1>8 x 1_'/~U1ltE~ i AP?:NG S MS ~u~e: 41<l~'l~;ciN \ III II .-Jr- '6 x 1/2 seLr .... ~LTA,;>PI"'G $}.<lS I , -;:II DETAIL S -r 11 'JI r'NST'"LATlON ,"eNCR I 3/(6,' :JIA. lA,peON III I I SCREW' ANCHOR (Tl'F') I I, I ,~ j rSUCL~ I I ~ l/'" KIN. ~ '0:: EMBEJI'1E~r ~ PRU:AS'T SI'2! BY D7r<::-r AUXILIARY pj-ATE (FOR A:m:rIDNAl,. ANCHORS, ""~e:~ R'i:JU!RED) ~ -It II ,IJ (!) ~ I · I_CLue" /1 ~ 'Iy- ] ! SeCTION A-A (2) SECTON A A (1) 1. x 2 -/16 ;( 118 :+ 1 x 2 7/16 X 3/8 laoo S H...., 'l' ...'BE ~ULL1CN 1(;00 S'~ --, TUBE MLLl..ION M .'"' \ r -, I~ .. ",. ,,:" ~::t ~.B, X.l/2 SeJ II "J ./" ',,op,,G SMS ~ APP,'G SMS ~i ~ I I~ ~ \ ~ ' lfB X l-1/2 S(LF~ '\ ~-=' S~Al.ANT B(,TI"I't:(N T SEAi..ANT }E....VEE.).j TAPPtNG Sl-iS ~ 'w"NDC", rlANGE"S \ ....INDO\.' ...."NGU: So ''''lJlLJON ~", ~LU,lON SECTION L ~9 x 1-:/2 SElF' tiB X 1-)/2' SELf' 7 APPING SMS i Ai'?ING SMS 5ECTION A-A (3) SECTION A-A (4) 1 x 4 X t/B r I x .. X 3/8 ~ TC>E MULUCN ~+-l TuBE ,-ULLlON ,II! Inl JA_~O~T;P~": II YA.~O~T;P~ ~i II I ~ I'r= =1 i 1t[::'9X 112mr , ,,] ~~P;I~~2 S~~LF. 'T APPING SMS ~, ~! ;JOO S.H'l ~AMll fTy?) = SI::AL~Ni DE'T'\lE().I wINDC\.' FLANGES .. !'lULLlON A A ill ~-\-~; I # ~ 'l # Il I A A i I I I I I I I rl -1l1 0 MULI..1DN ~ '9 SELr TAPP:NG ,,/ SMS (TYP) - "- l1ilBlU .EI..f.Y8I!illi VIEWED FROM EXTER'OR 11~~: '~;II:', ' I.~mi ~ ':~" '.: I Q,loil:l 0 V ,/ .' Ie -t" E!:l " ,'..s I~~..!~ ,,>.,;~t "'~:>? :,. () u.. . ,~;, ",~",.. ~ - FLORIDA EXTRUDERS]~~~'l~i~W'wllii SANFORD FLORIDA TITIZ:SER 1000/1500 FLANGE SHEET 1 OF 2 VER:ICAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIFS DRAWN BY: "Sic I APPROVED BY: \01 AB DATZ:121 1 /03 I SCALE, 'ITS !DWG: 1 VMFLG I ~ ~ , to: '\ ::JJ \ '" SEALANT S€TVfJ:N \~ "-L- ;"'lNDO\i >I.ANG(S S. ~UlL!ON '8 X H/2 SELr ... APP ING SMS SECTIO,N A A (5) , 1::. ::JJ \ '- f S(p,i.ANT 3ET'WtEN 'L \o.Il~DC"" FLANGES "- ~a x j - L~ e M~~tl~N - APPING SMS SECTIO'i A-A i 6) \000 S.H 1 ..:A.....a (i'Y?) \. r 1 X 2 X 1/9 JAM;O~,)P~)'\ r ~l~E~ ~~Lt;~N ---L-. TLB( "ULUCN ~ ~/-., . ~, ,. r ! ---- x=== #9 X 1/2 SELF j'1l "9 x ,/2 SL , 'I I ,I ~ ......... T APPIN.G S~S "-ft,P?lNG SMS ' W DETAIL C HORIZONTAL SLIDER FRAME (FIN) -"D BY "oo~ ~ \ ~ 6uCK BY OTHERS II/a' "l.'. -------...... .~ EMBEDMENT L ~d ~ ! ..s.. · , -..-\l:.5] ill, \ SHEATHJNG ~~. \ _______57 \:~ ~u~E 4M~L~;~Nn ' L:Jf\ IN:SHllA~ICN ANtHeR "a '",cot \ "'--1- ~~~~ci~T ,~;1'EG~ ,,-L ~~~~~t,1" ,t~~~ErN I' ~I \_ SCR(V CTY~) \ &. MUlLlON .. !>'lULL-zeN I j~ - EXT[Rt..:Al IlLJ1JN "- /l.8 X t-v2 SEU- #8 x j-l/2 S(LF "UlLION ~-i J.L INSTALlATjG.N CLIP TAPPING SMS TAPPING SMS I, I '" ( ) SECTIO~ A-A (2) 8< SI WHERE 1" X 4' SECTION A-A 1 WOO SH'"I I I I :i-~'fi ~? r0r:R MULlitNS ARE USED 1 ;( a 7/16 x ~/e lOoe $,,;";, i ~ 1 X 2: 7/16 x 3/9 ...A/o(.B (TyP) \ I I JAiA~OO~T~:.'JJ~ --=I.'r:T ...BE fo1ULllDN \ TuB€: ~ULLICN \ I, I APPLiES TO !-lEAD &: SILL Wl-iERE ," X 2~ -~,' J"".(n..~) ,_: 1!W= I 8<"X27/',6"T0BE"ulllONSAREUSEO r:: ~ I 01 ~ ~e x l/,e S€L, [lNSrALlATWN ANCHG~ . ,,~ r - irr TAPPING SMS .a ~OO" SCR!:'-I 1t8 X ,/2 self \fax u... ~c.L O~AI B ~ "-APPING $oMS 'fAPP[NG $MS ~ ~T'(?) r : ~ ~ ~ '\'( rc: \ ~ I r su eLlPj ll: \ 'f 51 :E \ ':>) \ " ------SEALANT 'E'''''." --L ==! '\ \. ~ itS X 1-1/2 snf"..J. "!~DC'w' rLANGES 11/8" 1-l1N " r S(ALAN" !(T'.IEE:N "--L ~l~~~~T r~~1~~tN TAi'PlNG 5.MS .. MULl.10N EHBEDMF;:Ni "--- V1NDC" rRAME: ( ) -, \_ ~a x ~-l/2 "S;~~Ll::lN "'-- #8 X ~-tl2" ;E~~IDN SECT10,'\J A-A \ 7 SmATI<IN(; TI:l,PP:NG S/o1S TAPP[NG S/>IS i ~~ ""em F~A)(I~ SFCTION A A (3) SECTION A A (4) ~\ AUXILIARY PlATE ri ~C~(' ':UL'~'~N F'I i ,,:'\~~~ 1% C f1:] 1% II 'I ":~~~~~r ~~.= ii' I,l' : 'I l>1-1;--- I 0 8 -I , ~cco SH.---, 1 li JA"iO~Tf;',;)~ -,. II ~AM' C'?) II I '8 S€lF lAPPING / -\ W ~ I ! SMS (n.,) "~ ~ : _ULueN I ~ :~'9X1/2SElr" ~ I ! 0 , 'il~ '8 x 1/2 S(lF, T,PPING SMS IIEWED rROM EXTERIOR DITERNAT10NAL. lNC, ~ TAPPI'G S"S ."TW I...; ~:;) ;l;I::'/>:~' ',"~>/. I FLORIDA EXTRUDERS 2540 JEWE'IT LANE ~ ~ II io.. r---;::: ~ "~ /", > N ~!.) .: >' ',:, I SANFORD, FLORIDA 'Ill\ ",,,.N;!:',,, ~.:'.{:: 1 '~"'~-r: 11'lTLE:SEI< 1000/1500 FIN SHEET 1 OF _ & ~ ';)) ~~ ;'7 [ Q" ,;."., . ";}'i?:.,,} I VERT; Ct.L HULL I ON SEC110NS \. ~ SEALANT "TV<"N \~~ ~'j~t~~T ,~~~~'EN 'I'~ ~ c;: ~,;,~,: ~<~;:'~ SEE OTHER SIDE (SHEET 2 OF 2) FOR \ V:NBc',;:"<< . MUlLlON :"" g ~ . ~'\' ~ DESIGN PRFSSURF CAPACITIES ~'BXH/2'S~,"L 'BXH12S(l," [~;!;~~. .,~f.r,.\.<y. 'I DRAWN By.MSH IAPPROVED8Y ~AB SECT~';;'~'G:"~ (5) SE~;~~~ ~S A (6) i~ 0c;:' .,:~';\j DA.TE;12/1/03 iSCALE.N,S 'DWG" 1VMFIN 1 r S~EAi"'.NG -__..( ~ 8 ~ T'..il] BY \..IOOD CA:.JlK B(T'WEEN BV JT'~[R$ (~~~ A 3Y O"H(RS \JTNlJO\...' FIN g. ___________ I ~ e Q SHEATHiNG ~ "'["1 -.i'a . X I I,S'AllATlJ<N ANC~OR I~" flii \~ i I #8 '.OCD S(;REI/ SHQ'.N ----r----{ I : STUCCO OR I, 'Ill '\V/ i SIDt:'iG By _______ L. ~ 'I I :/4' ~AX OTHE~S t-: I \'- _J SH:>1 SPACE ~-ER-~ I~~: ' CAULK /:1 1\ I BY C-HERS I iIii j j \ II~L- I \ SHl~ AS REQ'D ::;I..Z;NG cryP) 1::1.5L.-)"-Tr \ (S(E NOT(S) (SE:E NOTES) ~ ~ i r- \ ~, [ \ r;~ -Y~E I \- ,,/I\iDO\.l FRAME Ii: ri[ADER I I 'I S-<~:-A (SEE --- \N':~mC\" \./!D"'H - ~ r-- S~~. S;~~E CAULK BETwEEN T 'Cl BY ,nOD I ' I ',;rNDO'-l FI~ w_ "'. ~' . SHEATH'NG BY :-HERS ' . (, ~gT~~~r ~~I/ ! I~I I . i J / \ [ " I tw./I \ I ,. ~IN. 'I I \ ; EMB(DMENi I, ': I i \J(V~lCR;:") :I=I~ r fl I I I,' / / I / I I / P(<~~E-E'" I / ! CA..Jl< -.J I L S'"fEo.THING I BY Q-HS,S BY OTHERS I T~,E.,"~lj~~~ -.! S;I~~0~~; -.l "S'ALLA TI:N ANCHGR QT~E,S -#S '.CCD SS,E\J SHOI/N 1-\,I~'Do\ol ''';!D'~ --'I . :> i J:::I.:JO I I ~~~ u~~ -i ~~tjr II' :.:: ,I A------ r-- rr= ~o i l':1--t 1/:1'<60\1 ~I jJ// I 7~ IH EJ0ALLY ~,"'CHT il /:i ,I, SPoCE _.'-J I' :: I!' A~CHC~S I 1- rl Ii 'i1-, (TYP) j I :i il B.~~~ L4= r\--, 'I .. , -------r J A~lCHSR A ~ :1 ~. YAX,---i ~ SPACI'JCi i (TV?) (SEE BELO\ol) 'I 6' MAX ("fyo,) -.-j "__ :::i_~Z:"'fG (SEe V::>)~ . II I! , Ilsi: i~ n Fi' TY>E '~' ::'r /,./NDO. FRAME Ii ILJli/Ls,-- ~,A,BLE SILL I i '-="'-'."='1,,..(.~ S - DOL BY 'I I CTHERS " I Ii I '~ 1/4' SH:'1 I~ I :I!~-- ~~'-=fPACE ~,.X rNSTA,-~ATIC~ ANCHOR - I i'l ~8 \1000 SCR(''; SHQw~ . --.............. I S-<:'1 AS i<EQ D S;I'{;~g ~5 - i mI~/ ,i (SEE ~O-ES) DTHE~S ' : ~ I . . ':'.. .. I I .-;:. I ~ ~,... :\.~~ ~. ,^Mt-(~, ',' CAULK BET,.,IEEN I ~~ ~~ '"' ~~ .,., .".;',,"v 'w'I'JDO\v' FIN SH(.A,-....LNG -~ 3 ~ t::; _ .... / 1:(.... .~ ~~;~'\.~'.....f~,'> " !. SHEAT>-l1.NG BY :J"~ERS ~ ~ ~ ~ ~ t';() ~ ~ 0,. ~ B"-\.JJ BY \~J~D 50::: '/ , { t" ,........+~-f-.~-~ ~ BY OT4ERS ~ d ~,~~~! v (liiZ ~2~; jC>) ~:l '" ~ ~ "\,f;~t~~~~~~~~.'~~~~'~~~" ~ ~ '. ,.:~~'~ff~~... ~:~ .. ,.'.:~c, I/lNDO"" HEISHT Ei C:VAT!O,,! ,,:fIoED FROM EXTER c.~ SI, I &. ..JAMB A'4CH~,~ S?ACI~~ c-:~ YE"D '';OOD SC~E'. c4' 0 C. l"1AX - ~c 70 PS~ i' '=' SECTO\ p ~ ,~-,:) 'Io~:I_, 7' [j,C HAX - 46 Ps.i-"" "'0 7C ?SF L => "'~AIc.. 10' D,C, \.lAX, - -J 45 DS"' J.~ IMPORTANT INFORMATION & GENERAL NOTES T"e5e notes are pro',iced to ersu(e proper ,nstilllat'on of Florida ExtoJders Miiestone products and must be follo"ed 'ully. GENERAL INSTALLATION INSTRUCTIONS >ERI~E'ER CAJLK BY OiHfRS 1) SHIM "S REQ'D. AT EACH INSTALLATION ANCHOR WITH LDAO BEARING Sl'lM. MAX. ALLOWABLE SHIM STACK TO 301/4". APPLY A BEAO OF VULKEM 1 \6 ADHESrvE CAULK OR APPROVED EQUAL AT THE FAS"ENER ~OCATIO~ PRlOR TO I~SERTING THE SHU~ TO ADHERE THE SHIM TO THE SUBSTRATE ANC>/OR WiNDOW FRAME, F\J1I_ BEARING BETWEEN T"E SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUiRED, 2) USE SIlICONlZED ACRYLIC CAJLK BEHIND WINDOW FIN AT HEAD, SILL 8> ;A~i6S. 3) USE SIUCONIZED ACRYUC CAULK FOR PERlt'l,ETER SEAL AROU'<O EXTERIOR OF WI~OOW FRAME. 4) WJNDOW FRAME ,vATER:.AL: ALUMINUM AllOY 6063. 1 X 2 X 3/8 TUBE:' I-1ULLlON r;t:;..~s M{5l\~BT?N~eO,:f~~T~ :' vAMB 1"-; ~ETAIL 8 & 2~ X 4" TUBE MULliONS ARE USED) 'G i I : CONCRE: T ~ CR MASONR -.: -......... \ I BY DTHER.S "" j1 I \ ) I INS"7AU.A'flC'N ANCHCR 3/~&' D1A. TIliPt:DN seRE\( ANCi<(iR: CY?.) ! r EX....ERNA~ foIULl1:lN iJNE ay W'Dct~ : ~ :NSTAt.'.A'TIQN CUP DUel<: BY Dii-lERS ....-1 '-J i )i il ,- 1000 ? \t.lDESIGN(R / S1Ll (TY?,) i r '9 x 3/4 SELF ~ / ;-APPtNG SMS irnrlJr "'11 I' , r-.tJ II LIT r "'-#-a x 3/4 SEU:. '-lOCO S,H. ""APPI.',fG ~MS r1DOO P,-w/DESltiNER HEAD ('Tyf:'.) S!LL CTYP} SECTION A-A (2) ~ /'1i8 x 3/4 srLf ~ lCCO .:":i,'W IDE'SlGNCR '7 AP?tNG SMS , r 2 x 4 x 3/9 I SILL n::)x 3/4 SELF I \HI 11 I TUD( KULU:;N : , /';APP:NG SMS 1 X 2 7/.6 X 3/8 l ! 0J "" r TU,( _ULl!DN < < I I :-- ;I r If II SEALANT BENE<' 1.,1 I: J ~ I ~lNDC~ "cANOE Ilo '-11A.L.1CN Ll A il JI I II JI I II I I I~~I I I, I f7 I 'n L- A 11# Ii I ! lOOO P '.! /DESIGNER I SILL en?) r /118 x 3/4 SELF' / ;- A.PP!NG SM$ NV III II r 1 x 2 x liB II~ Jr T;JBE /AULLJDN ) L LJ'I' S(:AlANT B(T',{EE,'>I (~ 1"I1NDC\I Fl,<\NGES 'I ' II< MVLL1CN \ I I I II Sf.:.ALANT IJt~\,.IfE"J I ~ 148 X 3/4. SElF ~:~~E~lQrNl.ANGES '- 1000 $.H, .. AP?,NG SMS HEAD (TVP) $(ALAN r II€. .....EEN ( ) \:N"O~ r ,ANOES SECTION A A 1 " ~Ul~!CN r- 1000 P ,.f /DE:SlwNE~ SILL TYP) r~e X 3(4 SELF / TAPPfNG SMS 1 x 2 711& X 1/8 \ 1r ", 11 r ME _ULLI:N \~ LA If I ~ "-lI-8 X 3/4 SELF '-- lOCO S H. ~ APP1NG S!o\$ H(AD (TYP) S(ALANT BtN'C:E:N srCTIC'~ A-A 13) \ V1NDC'w' rLANGES &. KLLL leN , r ~~~~ ~~y~~($lGNER ~~~~~~T r~~~~~~N, \ rt r ~a X 3/4 SELF' ~ULl..ICN \ Ii / TA?PI~G SM$ 1 X 4 X 1/8 \ Irnr III IV II r 'uBE MuLLlON \Jf~ II i~ I "- 'tiS X 3/4 SEl..F L DOO S H, i APPING $M$ HEAD (n?) SECTION A A (5) [SEE SHEET 2 FOR CONTINUATION OF ~OTESJ \,- ~UlLmft( REVI DESCRIPTW:-i DATE: 11\1 B ~~66s~~O::~~~EV~O >J/IIJ3, RJ~ pE AOYE5IVE CAUL < IAT SHJM _OCATION C :~~"~~5 ~g~ ~ MD 21 ,Tl-LE 'TO F<'EcLECi \JAil Al TER~A~( FLORIDA EXTRUDERS I11~~N~l~fiL'J:~~ CE",,"CAT'Ol 0' 'UT"ORIZAT'CN '0 "'5 Sk'iFORD, FLORlDA TITLE: :NSTAL:..A-]G,\' I:ETA:I_ ',11#8 SCRE\oIS O.~ r.,AILS ~ HuRZ SLIDING eIN WI~S~. - SERIES lODe 0/031 R A , ,~ DRAWN BY: BB APPROVED BY: RJA , DATE, I2/,C/03ISCALE. N ~ S 'DWG.: f"LEX~028 SHEET 1 Of" 2 ,ii I\~ ~J I \--- 1 1/4' MIN. (!>\![Dt-i(NT SECTiCNA.-A ]1 SEALANT BE T\o!(fN ......!NDOV flANGES a. I'IUlUCN ! "-.8 X ),4 SElr '-- tOcO S H. ':' APPIN{j SM$ i-<(:AD <TYPJ SECTION A-A (4) "- tiS X 3/4 SEl.F T APP!NG S~S SECTION A A (7) 1000 SH. H(AD CTY? > I "YPICAL vERT:CAl TO HORiZONTAL MULJON TO "U,UON I I i t 1~ ,"',,"CC II. '. ~ ii 4"", i !, "",,'^, ">e 'r~'a x 1/2 SElr I M .... t" ',PPlNG SMS i --i!- IX CR 2x ,',ULL (TO) I~ I I I I 2 x . X 3/B " I -J3E MULllCN \([ lOCO S~.~ III JAMlt C~yp) \ , 1~ ---.1<; S(AL~NT BC'V((N r-/ V!N.DO\,l F''..ANGF;:S --Y &. "U'_LlCN Y:sJ .--..Ie; '\ SEALANT Se:j\,'EE~ .J/ \ 'K :Nl)C~ ~~~~1~~ "- itS X I-lie SCJ TAPPING S).1$ SeCT'ON A A (1) \ \L-!f8 X )-1/2 SELF T APP rNG $M$ SECTION A A (2) .ooe S.o...., r JAMB CrY?) \ I , __JT r ~L;~E2 ~~ltiO~ li8 ;0) ,- 1 X a 7/16 'I 3/9 ~cec SH}J~-U~( ~JLUC' ...A~i3 (...y?) I c--, U x ./2 S(L>" ,1 J c. '*8 X 1/2" SELF' rAPPJIIIG SMS ""'APf>ING S/>IS , I i j~ '11 y==lJ I Ie: seAlANT 9ET\f"E.E:N ---~ \,I11'<'J0..... rLp./'t(jES tt$ x 1-1/2 sru- &. fO.VlLlON rAPPING SI1$ SECTION A-A (7) I i !~J'I ! 111% frill & I II ;J I! A B I II I j:/B StLF TAPP:NG ~ B -.J i SMSCT'1'~) ~ V:EWEO 'ROM EXTEHIOR (<:; st,llLANT BE: iloltEN -- -r- / \oi:NDO'" ::"lANGES -----J/ S. i"iUllICN \- s~~;~~ llr~~'%a€~ y \ a. ~l.'lLJCN \...- lI-8 x: 1-112 SELF" A ( 31 ;p,?PL"lG s"'s ~ #8 X 1~1/2 StLr TAPPHlG SMS SECTION A SeCTION A-A (4) '[ II;' X. x va I TL,.EE HULlliJN I, '[ Ii II i II II ,I~ ~l >>g X .12 SELf. ~A?OING SMS ~ !eGO SH.----, JA.~) Ci'Y?) \ ~ J I' ni r ~U~E' "~l~~N lOOO So. I' JA"B (,y.,} I : [ ~ r'B X ,/2 sar I, ~:;j ';APPING SMS ::i('-..~~ r===1 ,:~ I.:,,"""'" I g ~ ' <> Iffir::;:::Z :4:CD~ E I ~ ~ ~.~ 1>-.11) ......J I~ QC 1 !~\ .~ ",,,),,~ i SEE O-HER SIDE (SHEET 2 OF 2) FCR DESIGN PRESSURE CAPACITIES 'DRA~~ BY. MSH I APPRO\'!:D BY: ',lAB 'DATE: 121 1/03 I SCALE: NTSDWG. 1 \i MHMFLG OETAII_ C AuX!I :ARY ?~A7( ! o\i'P:JES I? I1€AD & SILL WHERE ," X 4" r- ? IoIJDESIGNER r ::00 ;)V//DCSrGNER tI. s '~ ~rQ\.,l~~;' 5t 2" X ..... T...8f: MULJ..'ONS ARE USED r ;T~Y;P~I~t\:iLr ~~"~.'"~' :'r';t'~r J; I ~ I 11 ~-~'H'" .Jrl1l "II lX2Xl,9 i ! lX2X3/9; 8__& t I ,ily \1r-t if 'U~E -UlLISN , r 'r 'c3E ,'CLdCN I <'UC<'" , I 1, I "'" i I cf ~ lNS-'LL,qO' ,"C"OR '9 ~ac' , ~~ 11 ~l~D~~T ;{~~~g~ '~' { : LU -t I --##/ SCRE~ (T'.) \-.- "LLXN L-'~U~ I' J I I~EXT['NAl -LutoN \:-----.J : I ( I I IN'STA.LLA.ION eLl? i I "'- I -.0 BY ~ocr I: j I BliC;< BY C-"'He:q$ II, I " ) St,6.LANi 9C\JEEN I 1413 X 3/4 SELF \ lie x 3 <$ S-EJ ~I~BE~I::~lANGE:S \-I~CO Sr<. "'APP1NG $,'1$ ~ ,;:co SH. ~A,p?!NG $iol$ I I I I .,EAD CiY?) '<[AD (TYf') ~ / '\ i Il ~1.;LLlCN r-~~~D~~:Ft~~sW SECTION A-A (1~ S::CTION A A W ,I:CO ?oI/~n!GN(R : I~\ 'I I /~ \ 1. "UlL!DN SlLL :iY?) I \ [lOCO? 11 /DtSIGNF.:R .-lCCO P'I"I/Il(StGNtR, I I i-' I @ ...-n$"TArL SILL Iii?) I SIll. (-YP> ., ~~8 X 3/4 st:c.~ I : I~> //,--- A \, / !_'9 X NJ, '" SElr ~t / ~'T~PpX'NJG'.S.3~l..r II / ."PPlNG S~S ~ 2 X .. X 3/8 I' , . , 'F APP' G S>S " " /,' ~"",,-- I "!," '- ;1--) \ rlX27/1r>Xl/8 rlX2l'l6X3eN~I""'~i T,,'E!("'ULLlCN I ""I ,:' III "II; TuBC MLLUO' 'f''' III "II; 'J'E -~LUCN /r f I 'i L-r I: & i /\=r.~. "'.'N' ",'_eN~'- --1 1 ~~~'C4NG'" l I I 'I',' J L, 1/.' _1'.1 I \'-~ I ~:~~E~lc~_ANG(~~l,jLL--Ar,L ,L-( · ~~ · ~I ~pl II Ei-",BtDMO,T J ..E~ ,I Jl:1 "I vl(\..e:o ~OM EX1ER1QR I 2C:...AJJ.......B .l,Pf'L'(S TO ..U..D &: SIU. ,.,HERE I" x z' :1 '\ II \. I & ,. X 2 7(' s' T:';SE: ,~l)I.UCN$ ARE U'5ED ~ '-'9 X 3/4 SEl" i '-'B X 3/' SEl' ILJ I 'i ""'="'-..~, '--- ~oco S.H. TAPPING $,"1$ '- tOOO SH rAPP:t-.G S/o1S I ,~--'-1\ 1_. '''-'''''''' ""'>0' .0" (T~P) I~E:""D (TY?) '" I cc , \ "-- ~?PpX,,3G' 'S'~SEJ SEALANT E(7""'E:E.~ ~CTION A-6-.UJ SECTION A A (4 J "' ,. ,., ~e lIOOO sellc..... \ ~ '~EC~,c'",CANG" _ 1 DOC S H S E C T I 0 \, A - .A ( 7) \ ,,-'::;;;,. :up \ - pi v.; JDE$1[jNER SCAlANT :i!(h,r'[(N jlOCO P,1Ii.l:)(SlGN(R HEAD err!>) \ ill /cr~...:)x ~/4 SELr~~e~~LANG(!.....\ r SILL (TitY:)X 3,4 SELF I I II \ I' +f;PP!."IG SM$ 'L r'TA.PPL"IG SMS II Wcy"e to. 91<,c~. ?:: I, I I l/Il' i'llN, r 1 x .. x lla i : / r 1 x <$ x 3/6 548 a kwy 27 -1 I Ef;llEtl~N' ,Jrlll 'II 'uBE -ULl::' , Jr'l1l "II I 'CBE "ClUO' I ~~e'.~O;';."~o'~;i~J IIFLORIDA EXTRUDERS ~~~~o{f~~ITo~~f \ /1 r- , ,: I \ , , I II I:<TERNATlONA1, I:-lC < I) I I I ~ i I I .)~\,.", _-_/^ ITITLE.SER IOOO/1500 F[N SHEET 1 OF 2 \.. 'F~ II I_r--~~ ' I ," Vv ~d--~ I HORIZO\,TA_ ,'-10~:_iON SECTIONS I "'- I . ,.,.. SEE C]THER S j DE (SI.,EET 2 JF 2) FC~ '.0'" 1".' "',"""'.~. I T1FSI"N PRESSuRE: CAPACITIES -, : "X'I'SELF .aXJ4SES I ~V'Q ...--..... L lOCO S.H. ',PPING s.-s L)Coo SM. "pP1NG SMS ' . " ~ I HEAD (n?) "(AD <TYP) ,'t. ,~'<.'~(~ :DRAW'N BY MSH I APPROVED BY 'w'AB SECTIO~ A A (5) SECTIO'i A-A (6) : ~.' IDATE.l?/1/03 ,SCALE 'ITS iDWG.. IHMFIN r 1800 P,'v/ IDESIGNER I SILL (T'!'P) ,I f r~9 x 3/4 S(LF L / TAP.l,G SMS 1 x . X 3/8 irrlf 'fIITI r fLBE MULLleN I I~ l. ! 1 itJI \ : -~"8 )( 3/4 SEl..f' L ;- AP?ING SMS 1000 $.J.I. HEAD (i 'l'P ,) SECTION A-A (6) ~ VIEWED FROM EXTERIOR Woyne A. 8~ocl<:; P,E, 548 B HWY 27 Cler<T'Qnt. FL 34711 FL License No. 52583 i FLORIDA EXTRUDERSI~1~~m?EW'LL~~ SA."lFORD FLORID,( TITLE: SE~ 1 ODOI 1500 FLA%E SHEET 1 OF 2 HORIZONTAL MULLION SECTID~S . > (;'~ ':!' ", SEE ~THER SI~E (SHEET 2 OF 2) FOR ;. I DESI:;~ P"ESSURE CAPACITIES DRAWN BY: >iSH I APPROVED BY: ',.lAB 'DATE:I2/1/03 ISCALE.NTS IDWG.: lHMFLG .. '" .,." ~1[;J 4 ."':rr'~:]1 ~ :~! '.' '..------' IFLORIDA EXTRUDERS 111~~~g;,..fL'r.llii SA.'lFORD FLORIDA :TlTLE,SER. 100C/1500 FLANG':: SHEET 1 OF 2 i VERTICAL M~LLTON INTO HORIZONTAL ~<~~ ,~,' :ll,,~ (<:; s~~~\: }~~'~~~ J/ L ~Ul LlDN " \ - st~~Dt~ }t~~6g ~ ~ 116 X [-1/2 SELF" I. MULllCN #9 x l-;/2 StLF '1' APPI"IG S1-1$ T APP1~G $M$ A A (5) SECTION A-.A (6) \O~' < ';~~\ SECTiON w () f- a z w c..? <t f- a a LL w 0:: <t ::J <Y Cf) w ~ u...<1:!:: '0 I:!:: 0 W lJ..lJ.. I-w I- <o~z ~-O::) X~I:!::O O::)lJ..u I:!::OzU a.. ""'w < a..G~1- <0<0 wl:!::l-z l:!::lJ..w <ZI:!::O Ow<O W~(/)O I-~ZZ o 0< ::)w-w Ol:!::(/)~ (/)<z . W(/)w<z ~z~EtQ ~QOo~ O(/)I:!::I-u 01SJ0~::J lJ.."",C2Ua.. wGwOa.. I:!:: OI-a5 < <-lZ -l O(/)::) ~ ~ is -l~< I:!::-l......... w-lO ::J>~ZI:!::O <0;>< w l:I ~.(/) ~ ~ l:IZw <U)~ (/)~Qo I:!::NU) . 01-0 OM~ ffizWOO~ o < 0.. J: W C/) 0.. 0:: ' I-w:;;JI-I:!::O....JCO'"'" (/)0-- <(..J ~0~~8~s<~ W~f-~~Of-~J: J:~~~J:~~o(~ 1-0I:!::GI-~I:!::O:t ~~~g~U5~DD . ~~-l Cl)1Q~ ~'i3 ~ ~ ~ ~ IU>>~ Cl)C'CJa.. ~Q~ CU'- f= "'U>>I:!:: OQ)W e"'Cu :i) G ~ ~/ S:-~W ~~ I (jJ (9 ~w N L() N ~ (/) Z o (/) > w 0:: ~ '=I~@ ~<(ro u; w o (.:J Z o -l ::) co f-- (.) Z - 0) o ('1') N o Z 00 0 Oil ~ ~ bC/)~ g ~ffi6 tJ) <wJ: ~ LL~~ Ci3('1')oLO~< NZ ~~~W~ C C'I) , ....J W ~....J~~~ OlJ..OO::l()M . 10' ~ I- - (,0 C/)-"O()~M Q. <:t ::) I- tJ') MOl:!:: I:!:: . LOQ.J:I-WO O'l<o..C/)()Z ONE BY I/OOD -0 CONCRETE OR CAULK BETI/EEN BUCK BY OTHERS~Lh.':. \ MSO~RY OPENN7NG "QOD BUCK & (NOTE 6 & 7J \ BY O'HERS ~AS'Y OPE:-JING \ BY OTHERS CAULK BET'-IEEN I I/lNTIOI/ rLANGE. ~ ~ \lOOD BUCK ~ 1-114' MIN .. A E~BECMENT Y. "c.;:: "1 I '. l/ ~t-----.. INS-ALLATION ANCHOR , 3/16' D:A, -rAPPER (NOTE 12) I STJCCD.J j,~ BY DT"ERS SH:~ AS REQ.D. ~ - 1/4' MAX, PERIMETR (SEE NOTES) BY O~~~~~ I i /I rLANGC TYPE I '-liSDO'. FRAME i G~~~i.~G v~m I HEADER '';,.H. CTYP) ~ GLASS , (\d;NDOV ~ ~ (rYP) (SEE NOTES) I HE;GHT) I i' S.H. I ()lUC~ CAULK BETI/EE~ '-IINDOI/ r HEIGhT) rLANGE ~ PRECAST SILL I wi ViJLKEM 116 ADHES1jY CAJLK, OR APRV D EG/L IT J rLA~GE TY?E I PE'<IMETER ~ / '-II~DDV FRAM~ CAULK \ I S1Ll BY :FHERS IT 1 @ . \~- -I -- l' ~I~. E,~BEDMENT - '-II,~DGI/ l/:tTH -l r--- ~H~~ 17!.CE (I/OOD seRE'.) 1- CAULK BETYJEEN SHEATHING SHlM AS ,EQ'D I TYJG BY '.000 VINDOI/ F~N ~ BY O"CHERS I rTVO BY \oIOOD (SEE NO-ES) :! ~r BY OT'~ERS BY OTHERS SH(A~HING 'I,': / \ I' I :,STALLATIJN ANCrlOR SH,M AS RD'D I "8 '-IOOD ::R;~~:~O''';~~kD :11/' '\: (SEE ~OTE$) ~ / ~ \J ('-I~o~E~;f~T,,) t IJ j GLAZING CTYP) ~ I ' I P(RI>'ETER ----;;'r1 ~~4' MAX. J (SEE N~TES) ~]:,>r.1 . SYEATH;NG BY oS~~~~ J ~~.~ SPACE ~- ;' //''t- BY OTHE,S I rLN TYPE rLN TYPE L t C~UL~ BETI/EEN I/INDOI/ FRA~E .,;I:-J;)O',l F~A"'E - t~~g~T~II~ I HEADER oAMB PER-~E' I :[ GLAZI~G (TYP,) " ,Ei< J INSTALLATlilN ANCHCR I: 'I ~ (SEE ~OTES) CAULK ~S '.nOD SCREI/ SHOV~ .....- BY oTHE9S ~ STUCCO BY o,~E,S J SECTiON 3-8 i t ' FIN TYPE I I P;: I/IND!JV rRA,~E I SILL I :;~~;~~~ ~ .:r.r' I~L ~~~g~~E:~L- i - \11;:. . II ~ 1'.0 BY '.oo~ MTALLATlDN ANCHOR r. rTi I ~- -- BY D~H(RS "B '-IODD SCREI/ SHOV~ f..'.- . r! I ........... r)T!1 STJCCQ -----I/J BY OTHE~S J CAULK BET\,IEEN '.INDOV FIN SHEA'H,NG ~ SHEATH:NG BY o-.HERS _ SECTION 8 9 (W, [NS-4LlA'ICN "C'CR I 3/16' l);A. '!'APeeN I LJ r seRE" 'NO"CO ("") ! r sn~L. =Ll;> -----,70 L. .J T T 1 114' ~lN. <() E:MBHM(N" ~p~(CASr S1-::! ay OT;'<~ I AuXiliARY ~ \F'DR ....DDrlt:N,IlL AMCl-'GR'S, ""1-IEN '<.EQI..:Rt:D' w ~ <t: z z <( .....J 0... 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I:!:: o U W ~ o :r: C/) ::) ('1') o o N @ WINDOW INSTALLATION INSTRUCTIONS (MILESTONE) INSTALLATION ANCHOR #8 SCREW' \,.IOOD (TYP, wHERE TAPPERS ARE NOT REQ'D, - NOTE 22) SECTION A-A ~ TEMPERED GLASS n'{p) r il & CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2), ~ .~ ~ CAULKING & REQUIRED (SEE ~mTE 2>7 ~, / / n~~ il :1 1/2' il ^ -t b I ;-- t;> I EMBEDMnn -.J 1-1/49 MH-i, SLIDING GLASS DOOR FRAME SILL l'---' l'---' & 114' MAX SHIM SPACE] t;> t q I '1f , y vv. " ~ D. \ ~ INSTALLATION ANCHOR \ #8 ''''ODD SCREw \;/ IPLASTIC ANCHOR (TYP, wHERE \ h.\ TAPPERS ARE NOT REGI'D \ m SEE NOTE 22> ---1 LlBERALL Y APPLY CAULkING UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE NOTE 2> SHIM AS REQUIRED (SEE NOTE 1), tJ ,:, ,:, t;>t 'l \ L INSTALLATION ANCHOR 3/16K DIA, TAPPER (~JOTE 17) CONCRETE OR MASONRY OPENING BY OTHERS SHEA THH~G - BY OTHERS SHIM AS RE'Q'D (SEE NOTES) CAULK BETwEEN DOOR FLANGE 8. SHEATHING INSTALLATION ANCHOR #8 wOOD SCREw (NOTE 21) \ kll/I\ STUCCO OR SIDING BY OTHERS PERIMETER .-J CAULK BY OTHERS . fMl\ lLs' MIN- ~ n1 t1 \ EMBEDMENT l IV Ij ~ l SLIDING GLAS~ DOOR FRAME HEAD ',,-- TEMPERED l,v GLASS CTYP.> lr & CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2), ~ o CAULKING & REQUIRED - (SEE NOTE 2), SLIDING GLASS DOOR FRAME SILL 1 & I , ! I I 1/4' MAX] \ , SH!l-1 SPACE lLJ 1( - t;> t " l ,:, I'-' ~ I~: "( 1-- e>L ..6 q ,:, b ..6 t> \> A t.! INSTALLATION ANCHOR ll8 I,JOOD SCRE\.! w IPLASTIC ANCHOR (TYP, VHERE TAPPERS ARE NOT REQ'D, ~ SEE NOTE 20) -- ffi I LIBERALL Y APPLY CAULKING --.-J UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE NOTE 2> SHIM AS REQUIRED (SEE NOTE 1), INSTALLATION ANCHOR - 3/16' DIA, TAPPER (NOTE 15) CONCRETE DR -- MASONRY OPENING BY OTHERS SECTION A-A DOOR HEIGHT N .10 w"' a.:~ o' ~~ 1l::w 0(1) ~Q .0 --,:::; E;::;W wo.. ~~ DOOR HEIGHT + , N . 10 W"' '0'> n.... 0' (1)0 =,Z O::w 0(1) ~i:5 .U '"?:J ""w (5l1. i:5::i C::c... MASONRY INSTALLATION SECTION B- B ~ CONCRETE OR ~ ~ ~ ~ MASONRY OPENING 2X4, 2X6, OR 2X8. '1'10 ,OD -ii'\ / ~<" BY OTHERS BY OTHERS (NOTE 6) 'i I , 'I I~~STALi_ATIm~ ANCHOR ' I (j \ #8 W'OOD SCRE\.! CTYP) I \ (NOTE 23) \ (ANCHORS SHO\.iN IN SA~1E I' \ .1 PLANE FOR CLARITY ONL Y -J\ HOOK STRIP ANCHOR HOLES 1 SPACED 2' APART ON I \ OPPOSITE FLANGES) I '\ / SLIDING GLASS DOOR ~."-. . /1 \ ~,(j HOOK STRIP "-. \ Ll '" " <J "I 7., \\ .L ,(,,~ '~ . .~ , . '" ~S 3/4' ,"lAX ~ ",," ........,,"'--~ --r- TEMPERED GLASS ~ ~ I I nyp.> -'"'-'-'> 7 ~~.......... ~~~I ~~ug~~ERS ~J SLIDING GLASS DOOR ~ INTERLOCK HOOK STRIP DETAIL IMPORTANT INFORMATION & GENERAL NOTES CAULK BET'..IEEN HOOI< STRIP 8.- ~OOD BUCK ~ 1 1/8' HI~~'..... EHBEDNENT '..... 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Z ffiz()o LW~mLt 0 w~u:::c.,:, II'*!:, j:: ~U')-Z f-f-...ILI.l ::J t'Ja::S3o o:u.u.l1. ..J ZLWCl..-l 00,. 0 LWOU')SU')u.Z~~ CI) w:3U')a:lZOO ~C Z I ZwQ::Jf=ZO: f-O:SIU)~O:::3:;:) ~ is Z CL f- ;;; wOo In (l)1.LI- ~ :r:wU')CLa:. f-W:;;f-O:::o-llXl""' 0 U') ,'" ...... - <(...I w'-'O:~C")ZCt: 'LI.l co8:::) O~~c:t< c( W-lf-~~Of-...I:Z: C I$:()Cl.. wOQ:O 0: f-0E22~Z~~i 0 ~~tI;8~~rnDD Lt STUCCO BY OTHERS These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS A1 I 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. 2) USE 5ILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SILICONIZED ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE, CAULK BE1WEEN BACK CORNER OF SILL RISER AND CONCRETE, CAULK ALL FASTENER HOLES PRlOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALLATION. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERlOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER, 5) DOOR FRAME MATERlAL; ALUt-1INUM AllOY 6063. 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HOOKSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.42 AND THE ENGINEER OF RECORDS DETAILS. 7) FLORlDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SERIES SLIDING GLASS DOORS. 8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. CAULK BEn/EU~ INSTALLATION ANCHOR INSTALLATlOI'~ ANCHOR _ ___1/4' MAX SHIM SPACE wOOD BUCK &. 3/16' DIA, TAPPER #8 '..loon SCRE\J CTYP, \JHERE - 1 1/4' MIN, MAS'Y, OPENING \ (NOTE 17) TAPPERS ARE NOT 7 l-------JEMBEDHENT BY OTHERS CONCRETE OR ONE BY '<lOOD REQ'D, - NOTE 22) , , MASONRY OPENING , ',r 6 ONE BY 'w ODD \ BY OTHERS r-- B!.;CK BY OTHEr<S ( BUCK BY OTHERS CAULK BET wEEN (NOTE 11 8. 12) '(NOTE 11 8. 1~. DOOR FLANGE \ SHIM AS ,6 /I /' II. B 8. \JOOD BUCK REQ'D m ~ ~ ~ CAULK BY v NDhS) ,t DOOR FRAME ~ <:J 'I '..IoDD BUCK &. OT '~-=\; <::J 1 1/4 f"1IN, JAMB \ 1----- , HERS.. i FHBEDMENT ' 1/4' MAX 'I ,I ~ MAS Y.' OPENING 'i'7 - (>' ~ ''"'HI'' <:<pACE -~ l"~ BY OTHERS ~ ~ ~ ~, C> 1"1 C> ~~ -SHIM AS REQ/D --\-fc= ~- r - ~~ ~ ~ IJ! ~ll\,i~ (SEE ~IOTES) STUCCO ~ I, ~\L I BY OTHERS ~ IITiI ~ I \ ~ INSTALLATION pNCHOR ~~~\ U I 3/16' DIA, TAPPER (~mTE 17) II ~ II) II . ~ II _ TEMPERED GLASS . \1 Y' ~CAULK BET\.,IEEN ~ ~ ~I CTYP,) I \ ~ DOOR FLANGE I == n ) ~. 8< wOOD BUCK l I PERIMETER ____________,......., ~ ~~~~ FRA YlE OTHERS "'" \_ MASONRY OPENING I -~ SG,D, 'wIDTH _ BY OTHERS I i I I TwO BY \.!OOD SLIDING BY OTHERS DOOR (NOTE 6) ''Ii /I\i/ ^ 'r ~1~ ~~~CE 1I2~ ~ EMBEDMENT i 1-114# MIN, ;II ;II & . B & I A-.J EXTERIOR ELEV A TIm,) 2 PANEL DOOR SHOwN (SEE NOTES 8, 9 8. 10) . B ' I &, if. ~...},;~~;)...~. >to 'oj: " ~ -;;;';;, " ,:.,_,,,:1' "^. J", !.),%".'~. '- ". ..." l?1....r"..', .if.~~i'4"..... /"(JJ)', l '.;~SU~~4.,f~_ 'iJ \. {(.d"') '#~ ~!'*#~." . ".-:f:t"* '\ 51;: , t -'1 ... :.: /..> ~"', : ~'_._,,~, _MMm._'-t~. _. .(.~ ~; f ~tf,. ~ 'ftf'3fP3 (I: *;~ -'j ~'~ ..-.~,. ..,'" ~~i, ~1!{~,~ ~ :~_*y~~~fI"'~ ~'.~ ':/: ~l;'~:,V;~$:':. '" "..'~ l' \r'" :'1ft~. ,.;:~'J'''' ',. .-<' '",u"v..... t,..,<_", "" '0. -" ./; ,," '. "..,J"....,'\( .. ',..'~.'''''( [SEE SHEET 2 FOR CONTINUATION OF NOTES] REV DESCRIPTION B REVISED NOTES 1. 2, 3, 6, 11, 12, 13, 16,22,23 &: 31 AND ADDED AND/OR REViSED RELATED REFERENCES ~~D!OR ILLUSTRATIDNS. RENUMBERED NOTES 6 TO 10 AND REVISED REFER€:NCES TO THESE NOTES REVISED TAPPERS FOR 90XX 3-PANEL DOORS. DATE INI FLORIDA EX1'I:JUDEF=>S INTERNATIONAL, INC 11 RJA L -\,\ 2540 JEWETT LANE 2 8/03 . CERTIFICATE OF AUTHORiZATION NO 9235 SANFORD. FLORIDA TITLE: SLIDING GLASS DOOR 500, 1000 8. 2000 MASONRY INSTALLATION WITH NON-STRUCTURAL BUCK AND TAPPERS DRAWN BY: BB 1 APPROVED BY: ,I;(JA DATE: j? /18/03ISCALE: NTS I DWG #: FI EX0021 SHEET 1 OF ? FRAME INSTALLATION ---- DOOR '..;IDTH --...- ~ 1/4' MAX, SHIM SPACE 1_._ 1-1/8 1'111'1 T\v'O BY ',./ODD BY ~ I -EMBEDMENT OTHERS (NOTE 6) ~"l\, ! I ,\..10 BY wOOD INSTALLATION ANCHOR I \, i \ !~ ~~ofJi-<~;S #8 \01000 SCR~;OT(t:l~ i \ I CAULK BEn/EEN (ANCHORS SHOI'/N IN SAME II \ iiHOOK STRIP ~ PLANE FOR CLARITY m~L Y I \ j 1./OoD BUCI< HOOK STRIP ANCHOR hOLES /11 / _ SHIM AS REQ'D, SP~CED 2' APART ON F)\/ OPPOSITE FLANGES) \ I 'Ill (SEE NOTES) \, 1'.'-7 T\ I//!!.~I ~ lB(~f~~,~)~~~' . ~:= II :UDING GLASS DOOR~ \ ~S-~ i HOOK STRIP \ ~--7 ~~ T\~ INSTALLATION ANCHOR \, / \ /.."..... ............. ....~ l \' _a -- #8 \;,IOOD SeRE\.! . .....~ ....."_~ 3/4' MAX / (NOTE 21) n I rr ,,"- ~ . L i{~:fRED GLASS CAULK BEfI,EEN m'PERED Ii I l- DOOR FLANGE GLASS (~YP) t J\. l( \ 8< SHEA THING D SHEA THING ~ ~, BY OTHERS \ ~ ) ,,--,LIDING GLASS DOOR ~ SHEATHING INTERLOCK BY OTHERS HOOK STRIP D~ TAIL GLASS F RAHE ------\ JAMB ~ PERIMETER CAULK BY OTHERS STUCCO DR SIDING BY OTHERS IMPORTANT INFORMATION & GENERAL NOTES These notes are provIded to ensure proper installation of Florida Extruders Milestone products and must be followed fully. SECTION B- B AI I I GENERAL INSTALLATION INSTRUCTIONS ;II ;lit B 1) SHiM AS REQ'D. AT EACH INSTALLATION ANCHOR WiTH LOAD BEARlNG SHiM. MAX. ALLOWABLE SHIM STACK TO &, BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE, , 2) USE SILlCONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LlBERALL Y APPLY SILICONrZED B ACRYUC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE, CAULK BETWEEN BACK CORNER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER & INSTALLATION. 3) USE SIUCONIZE;D ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BElWEEN HOOK STRIP & BUCK FOR POCKET DOORS, 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. S) DOOR FRAME r-1ATERlAL: ALUMINUM ALLOY 6063, .c\ 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO ill TRANSFER THE lOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS. I A-J & EXTERIOR ELEVATION 2 PANEL DOOR SHOwN (SEE NOTES 8, 9 8x 10) ~ ~.;... [SEE SHEET 2 FOR CONTINUATION OF NOTES] A. ~ -i>"~ ~ J~ ;uJJ REV DESCRIPTION DATE I INI FLORID \ EXTRUDERS INTERNATIONAL, 1 NrCo' Rf:<lnD NOTES 1 Z ' 6 l' 1- 1 f 2540 JEWETT LANE B 20,25 & 30 ANO /DD'i:O" l2/1.8/03 RJA CERTIFIC.ATE: OF AUTHORIZATION NO. 9235 SANFORD, FLORIDA AND/OR REVISED RtLA TED ~t~~~~~~sANr6g:D ~ME , TITLE: SLIDlf\JG GLASS DOOR 500, 1000 2.,; 2000 ,i~U~~A~~~;'E~EN\JMBERED i F R A ~1 E INS TAL L A T ION \J I T H # 8 S eRE \/./ S NOTES 8 TO '0 &: 21 TO 29 i A:<<O REViSED REFERENCES TO l"rlESE NOTES_ REVISED TAPPERS fOR 9QXX J-PANEL C>OORS i ~ ~. ~~ r"'~""""" ,/,M/ ' .-t(,/~, ~~~"'-/' i .,,,/ ~., : ,,: ~ . ~: ,- ' .,;'~4:?" "'..... ~ .-.... "." ~'ii~l(f."'/;" ntlf,;p , ~p ,;:/ .._'~,'~;-"" "" '~ .,>, ISCALK APPROVED BY: RJ(~ T' NTS IDWG #: FUXOD27 SHT 1 OF 2 DRAWN BY: BB PATE: 12/18/03 . C\lC/) L{)Z (\/0 ~C/) > w 0:: w ~ <: z z :5 D.. SHEET NO. 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