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HomeMy WebLinkAboutBIN B-4 PERMIT 4299 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 V1UST 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 INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT is REQUIRED.(FBC 1816.1.4) 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED 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 BUILDINGS ARE REQUIRED TO HAVE PRECOI'"STRUCTION TREATME:'-JT.(FBC 1816,1.7) 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED 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, STUV1PS, 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. Camp. C.T. o Dec. Ded. Obi. Dia. Disp. Dist. D.S. D.V. DW. Ea. EW. Elec. Elev, Ext. Exp. ABBREVIATIONS Anchor Bolt Above Air-Conditioner Adjustable Above Finished Floor Air Handler Unit Alternate Base Cabinet Blfold 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 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 I nt. 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 Footing 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 Monol ith ic 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. RISH 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 DATE 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 EDITION WITH 2003 REVISIONS BUILDING CODE REQUIREMENTS FOR REiNFORCED CONCRETE (ACI 318-02) SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-02) 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 BUILDI~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. WWF 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 REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM 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, If'..SPECTED AND APPROVED BEFORE REQUESTlr-.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 U~LESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS 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 ACCORDAI\CE 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 A:'-JD 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 WORKlr-.G 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 REINFORCII\G BARS ALL STIRRUPS AND TIES ASTM A185 ASTM A615-40 40,000 PSI ASTM A615-40 40,000 PSI CONCRETE MASONRY UNITS: ASTM C90-99b, STANDARD WE[GHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY [NSPECTION is REQUIRED DURING CONSTRUCTION ALL STRUCTURAL A~D 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 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 SHEATHlr-.G: 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,OE U.N.O. DESIGN LOADS: TOP CHORD LIVE LOAD: 20 PSF TOP CHORD DEAD LOAD: 10 PSF STRUCTURAL STEEL: 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 STRINGERS. 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 DRAWIr-.GS: FTGS, WALLS, COLUMNS, BEAMS, SLABS: 36 DIA. OR 2'-0" MIN" WHICHEVER [S MORE. FILLED CELL REINFORCING: 40 DIA. OR 2'-0" MIN., WHICHEVER IS MORE. TEMPERATURE REINFORCING: 20 DIA. OR 1'-0" MIN., WHICHEVER is MORE. WELDED WIRE MESH: 8" LAP WOOD FRAMING: 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: TOTAL: MASONRY WALL CONST. 1, HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET 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 CONDIT[ONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDAT[ON 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 1 -40.0 PSF DOUBLE 16x7 +37.0 PSF 141.0 PSF SEE FLOOR PLAN FOR ACTUAL PRESSURES ALL WORK SHALL COMPLY WUH AlL PREVAILlNG CODES, FLORIDA BUlLDH\G CODE. NATIONAL ELECTRIC CODE Al~D C1 fY OF ZEPHYRIULLS ORDINANCES , . . , . Hl'IGltII~P~l ~lJ) Pl;~ftl O~ll(1Ltl HE'J1E~'JEO ,'1AY 0 n 2005 ~ t!>tyr 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 VOLUV1E 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 OPEI\INGS 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. ,.r' 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. (SECTION 2405,2) SHT NO: 1 2 2A 3 4 5 6 S-1 S-2 S-3 S-4 8-5 S-6 S-7 S-8 S-9 S-10 S-11 S-12 S-13 S-14 8-15 S-16 S-17 8-18 INDEX OF DRAWINGS TITLE COVER SHEET FLOO R PLAN DIMENSION PLAN FOUNDATION PLAN ELECTRICAL PLAN/ INT. ELEV. ELEVATIONS TRUSS LAYOUT MASONRY DETAILS LINTEL PLAN AND DETAILS DETAILS DETAILS DETAILS DETAILS STRUC. NOTES & HANGER INFORMATION DETAILS 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 NEEDS CLARIFICATION..STOP..AI\D CALL THE DESIGNER LISTED IN THIS TITLE PAGE, IT is THE RESPOI\,SIBILlTY OF THE LICENSED PROFESSIONAL THAT IS CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE DOCUMENTS BEFORE CONSTRUCTION BEGI~S AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE. 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CL 0:.:: 0 1 0 (0 U w ~ I- ~ 0 OF I Z ~ 25 (/) ::J ('1") LLJ 0 I- 0 > LAST PLOT DATE ('oJ @ 0 March 02, 2005 Z -l COVER SHEET - 9'-3112" 5'-4" .{' PLANT SHELF LANT SHELF PAS - THRU HfOD . 0 D RANGE o D - o I 00 TILE TO 16" lA3 w (j) o Z -! -! ::J en N W/C SOFFIT 1/ - ~ I I'- BRKFST NOOK AREA PLANT SHELF SOFFIT DO ,- - - - 1M"1 - - , 111111 111111 111111 I IIIIH - - ~ 111111 I 111111 I II1II1 I 1IIII1 I 111111 I 11101 I 111111 I 111111 I 111111 I 111111 I ~ ':& -=- -=--=-,lJ!b! -=- -=- ~ REFRIGERATOR @ OFFIT KITCHEN VIEWS NOTE: VAULTED CEILING IN KITCHEN MC MIRROR lor I I DOJ @MA6TER BAmROOM INTERIOR ELEvATION5 REFER TO FLOOR PLAN & FIELD MESUREMENTS FOR DIMENSIONS. SCALE: 3/8" =1'-0" PLANT SHELF SOFFIT PASS-THRU @ 42" A.F.F. I I I [[j DjW @ 11,= +,J..,t....TILE TO ~~iO~ TUB WIC @ BATH 2 1/ - MIRROR 0 I MC 00 I I I OJ z 3: o o 0.. W l- (/) W o <l: 0:: <l: o o I- <;' r-- (Y) ~ CXJ lI) w en 001- (/) en 0 o - L' ::r: en T I . i I I I I I I ! I 1'1 I I I I ::: :: I I I I I I 1'1 I I I I f3\/!b--- E@ 12'0" ~ FAMILY ROOM \8J BEDROOM -2 ~. I-- 11'-4" x 10'6" : '= 8' CLG. ~-- CARPET -- - - - - - - - - - - - t--- --~ ;J'",@ -- -- ~~ :=:= -----iJ 2868 1!......- "- "~~ "<'),, " q,~ "- MASTER SUITE " ,,11'-8" x 16'-2" VAULTED CLG. CARPET - - - -- - - - ~ - - - - - -- - -- "- " " " := ~ 'r r- ;j,\- --' - ~b I~ ~C'J wi ~------" I-- 9 V;>" 5'.10" z I /. I-- a" -l -- "':' 1-1 ;::= ~ 51 ~ ~ ~I lI) ~ II 2868 ~ I-- I ,;b : 'l>" DBL TOP PLATE AT 14.1 ~ I ~ DINING 12" BAR TOP ON S..6 -3 -- 10'-2" x 11'-6" 2X4 WALL ;::= ..----- I 10'-0" CLG. r@ 39 1/2" AFF ~. 6'-Olh"u, ~ ~ "" I CARPET 21'-111f2" / ~ (Y)~ /' 1:8 'f I OPEN PASS TH ~UIN ,R.;OL FRAMING FOR f-- (!) I SOFFIT ABOVE CNTR. :;=.2' 61f2" '-6' ,N .. 5'-21f2" I 6'-5" 4'6W' l'.51f2':, 4'-4" "- '0" I ~ l E~ ~ ~?"~ I CI~~IT~ J____I_~_ ~ :=~~?o~.... :6', ~'~ .<,,,:,/,,,;:; (l FJYER~ -llI)N '7 ,<'~~', f--~--~~::: VULTCLG TUB/SHOWERf-- -- f-- "'0, , I"~ 'l I en - __ f-- n. _'/: - ...J ~ /.~ V ^( II <l: V NYL TILE TO 7' AFF __ t=1--.( U\;:= \ L668 -"::~,y "- / ~ ~~;(~/;;/ ^~ Sl~\" I: ~ ~ ~ 2ii~ II ~~ = ~. ~ < ',_ TjDH CAB:{'~~ ~ L-~_:J' r0 SOFFIT II ~ATl-i 2 ~ := 6"1~ ~ ~ 1:8 W IC '-, 1 'A . (J) LINE I 10 1:8 8' CLG. 2 I-- ~ -- 00 - I SOFFIT ( A )"KITCl-iEN ~ 0 i:""~~ ~ 51 Iii: C';-I E VINYL LJ 3'-5" t=. ~ 8AT~ N e;N~LLG. : ~ ;j- 'r-L~I~N~E Y~jl0'-0" CLG. ~ 0 !:~~= (~.~)~ ~ CXJ - _50'-5" ,. := e LG. ~ I 0:: 'I ~I - ,,~ en VINYL ~_ en '---.-/ al Ic..o f-- V YL ~ --- --4'-10lh" I :;3'-7"!1 is ~ C 8'-10" ~ 1'-<5- 4'-8" ----.. r.:.. ~ 3 -2" ( Q ~l) '-" I-- 6 Q1,~" JRYER VE~TTHRU, ~ I: ::i 6 \ ~ - -- - -- ~ ~ OR I I 0 ~RX6 WALL G..ASS A3V x~ f--'~.R/SH / 1:1 REF~ OOF MAX LGT 25'-0"( 30 \ I: 0 !. ~-7 : ATT C : :0 ., 0..: ViF- ~ol/2"K~EE ~ ~2'-8" I~lt.\--:I ~ --' ~A~~'?~F~OX \tV~" ~ENTER l~~~/~K--: ~RvACl VYR~~ RJ_~H= II~II ~ ~ C'J ~ \ ~ ~ T ,.--, ~ ~ ~--.-_ ---',- BRKF6 T ,,~ "-ri DOOR N l--J (Y) 3'-5"-- I- .-- I- : ~ 18 I 0 I I W I fi3"\\0'0" CLG, ~ 3068 F'V~8 h -- ; / ~ IVt ,rn~:nbJm~ 1 ,~3 MVI~~L3/8" . ,,"0" y' ~ B~~t~/ = z ~ t= tBC5009 LAUN, 00 ~ T CK ;@3V'qFORHVAClo:--Jl= g ~ C9 \_ (!) J ~ ~8' CLG. t8 V TE ERED GLASS S 4 - <;t I/ERIFY SIZE W TH = <l: en co ~ ~OW' ~ 0 t>05 2'-8" I,~INYL 5'-51h" l..Nf ~ 9'-6" - 2'-11" 'v1FGR 5'-11" -- g 3' ~ 1...-1 2868 '~ 2868" \. = >- U q. I?~Y G,T ELEVATION I ONLY -- l.L. ........ lL IT - - -~SHEARWALC~ -~ -7t ~-I-1 .' f- 5 SH ~'t'~.-l3'orf ---r - r:rP/4~ - - - - -BE- DOOO1-1 -4 --~ ~ Ll- I-- IW H. I J 3 \ 'Vr 18"\ I I"" f"" I ~ ~_'-_/ _ _ _~ ~~ELEV~T10NJ8i\_S~ _ _ _ _ _ r- ~~ _ __ _ _ _ _ _ __ _ 5E.l 8' CLG. = ~ ~ 13'-6" I " 5'-2" / = 8'-3%";... ~ CARPET 12'41,4" = f18B\ ~ V 6 \/ (188\)/:= COV, r.:.. r.!? :=; ~ t=. ,----~------, ~ = =NTRY ~ (!;) ~ = I-- 18'-8" I ATTIC ACCESS I -- I ,j \ ~ -- - I LOCATE IN FIELD I - _ _ _ _ _ _ _ _ ~~-=------.. EGRESS = = ~___~~"_~~~~'_~~N__~ =. === ___P!3f:g~~J-^-B_'{~~ III III II :: I I III = ~ \0. = 2 CAR GARAGE = 1 "\ =- -- 1\ 8' CLG.A.F.F = I \ = 1/2" DRYWALL ON FRAME WALLS = - R-ll INSULATION IN FRAME WALLS C9 -- = 1/2" CEILING BOARD ON CEILING ~ = _ PAINT ALL = - SEE SPECIFICATION SHEET FOR -- = CEILlI\G TEXTURE TYPE = = :--------------------------------------- -------: ==: /~.-:---------------- ---:-~ fi8B\ = : !fi8B\ / = \ S-5 ) = : 1\ S.5 ) : = ~ - I I~ I -- +=-- I I __ HOSE -- : : -- BIBB= : (5\ (5\: = -- I I -- = :/ \gI \gI ~: = -- I I -- __ I I -- -I ~ 16X70VERHEAD' '1]]]- 40'-0" 8'-8" 15'-0" 5'-8" 10'8" PATIO EGRESS 35 SH 8'-0" X 3'-0" EGRESS 25 SH 6068 SGD ~ I I --' II]D II :: II1II111 I 'I I II f-- , I-- I-- f----- f----- f-- I-- I-- f----- f-- I-- I-- I-- I-- I-- I-- EGRESS S' ~ '" 15'-0" x 20'-8" CARPET G.T. - :AULTE~ CLG- - - 158: - - -; 10'-0" CLG. - -=---=- - / r5E.N ~ 5'-8" 6'-4" ~ (i8B\ / ~ I-- ~ f-- 12'-4" RISH R/SH ~ (8\ ~ ~ o ('I') BEDROOM 11'4" x 10'6" 8' CLG. CARPET a '" a "':' 12'-0" S' co C'J 35 SH f24"\ ~ (1\(2\ \8J\8J BUTT JO!'JT ON 2 X 4 WALL WI HEADER @ 6'-8" BOT, OF GLASS 24" OFF FLOOR 6'-4" 4'-0" 2'-0" 2'-0" I ., " l2'-O" , 12'-4" 16'-0" 20'-0" 7'-8" 20'-0" 40'-0" FLOOR PLAN SCALE: 1/4" =1'-0" - -- -- - --. (8\ ~ -- -- -- - -- -- -- -- -- -- -- -- :r:(/) (/)~ L!)O:: NO w ::r:' (/)0.. 2 NW (\II- "r (J) ~ "r c..o 00. "r ('I') ~ WALL LEGEND FRAMED WALL 2 x 4 U.N.O. t I. f I: f: I I: ~ r ~ r ~ I: '. I: I: I E il: t: I: ,: I: j: l=f:' ~ I I BEARING WALL INTERIOR SHEAR WALL [ill .. · ! I DIIIIIIJ ] ] I I ] . ! [JJ]J MASONRY WALL/ SHEAR WALL MASONRY SHEAR WALL INS. W/ FURRING AREA TABULATION 1554 433 89 2076 FLOOR L1VI NG GARAGE ENTRY TOTAL UNDER ROOF "r <;t <;t ATC NOTES NOTE: GIRDER TRUSS CHANGES LOCATION PER ELEVATION, PLEASE VERIFY THE LOCATION WITH THE CORRECT ELEVATION, "r CXJ LJ") NOTE: SEE SHEET S-14 & S-lS FOR WINDOW MANUFACTURE NOTE: SEE SHEET 3 FOR FRAMING DIMENSIONS <;' <;t ~ QUANTITY 115 25 2 2 1 5 60 60 5 5 10 10 10 5 15 CONNECTOR TAKEOFF WALDEN GRANDE 2003 USP ID HTA 16 RT16 LUGT2 L TS20B HTT 22 RT7 SPT22 SPT4 RT3 SPT4 SUH24 HTT16 LSTA30 MP34 LSTA12 SIMPSON ID HETA 16 Hl0 LGT2 L TT20B HTT 22 H2,5 SPl SP2 H3 SP4 U24 HTT16 LSTA30 A34 LSTA12 llJ () I- a z llJ c.D <!: I- a o LL llJ 0:: <!: ::) o (j) w 2 Ll-<l:0:: '00::0 W l.L.l.L. I-w I- <(02Z 2-0:J X~O::O O:JLl-U o::ozU o.."""w<( o..""~1- <0<l:0 wD:::l-z O::l.L.w <l:zo::O OW<(O W~(/)O l-~zZ o o<l: :Jw-w OO::(/)2 (/) <l: z . W(/)w<(z oz~8:Q -::QOo~ O(/)O::I-u O~O~::J l.L."""O:::Uo.. W""wOo.. cr::OI-~<l: <l:-lz ....J :J -l -. 0:: -l O(/) <( (/) a ~ O::....J........> -lw::;Jo>- -l>:;zo:: <(0)<0 f/) Q)Q)-l CJ)1O~ Q)._ 0 Q)(.)(/) ~ ~ ~ I f/) 0 CJ)~g: Q)c8 - '0.0 u:: ca.- - ...f/)5: OQ)w e"CU w 0 CJ ::r: ~ ~ Z 1-_ (/) 3: CJ) ozw <l:CJ)~ (/) ~ Q 0 0:: N CJ) (I) . 01-0 O~=II: Z ffiz<Su w~11:Li 0 l,LJ~u::O ::r:::r:=II:, ~ ~(/)-z I-I-...jLU :J ~O::~B o::l.L.l.i.o.. ..J zWo..-l 00.. 0 wOU)3U)l.L.z~~ (I) wZU)enZOO C Z ;r::JzwQ::Ji=ZCl:: r- 0 c:r ::r: (/) <( 0:: 3:J e,,(I)_ l.L.Z....J1-5L1.JOoc::l o <l: 0.. ::r: W U) 0.. a: . IJ.J tn~<i!t::O::o<i!c::I~ c w......cr::3:(Y)zo:: 'LU _ co8:J a<(:Jc(c( ..... W-lI-~~OI-...j:Z:: C ::r:3:uQ... wUCl::(.) ~ 1-0:J"",,::r:z:Jc(;;:; - 0:: "" I- 0 0:: (.) IC 0 2~tn8~U5tnDD Li ~ E o (/) (/) l.L. Q(Y)L!)0 enoC'Jz ~~~llJ6 c ('I') , -l W ~-l:;~1- o l.L. CXJ :J u<( '" . 'I- c..o v;rJr--uU::", -6. ~ :J i= (J) w ~o O::O::.~ lI)a.::r:I-WO 0 (J)<(o..(/)UZ C!>(f) ~-1 ~-1 0- II C\I ~$ ('-..llJ ~- ~> LOI- ~t2 >-0:: o::() OC!> ~~ Z~ WI- >0 ~-1 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 I SHOWN FOR CONTRACTORS CONVENIENCE. IT IS STILL THE CONTRACTORS RESPONSIBILITY TO VERIFY THE CORRECT SIZES AND QUANTITIES. N(f) 'z ~O N- ri(f) > w 0:: lI) a ........ C'J u........ 1-('1') <(0.. r--o lI)........ <:t<l: ~o '~ ;g2 w-J O....J ~~ o::~ 0W Zl- wU) wO(Y) ~ .....J 0 ~<x:O z$C\J <I:: -..J 0... SHEET NO. 2 OF 25 LAST PLOT DATE March 02, 2005 ~il' ~ c::= 0 ~<(CO (/) w o ~ z o -l :J co -l <( 0:: I- ;:;,;: o (/) U) w o U ....J (Y) u:: >< en a Ll- <l: w r-- 0 Ll- ~ C'J ('I') <;t z (Y) (Y) a <( -l ('I') (Y) 0:: l.L. C'J C'J ~ ;2' ~ ~ (/) 0.. CXJ CXJ lI) 0 r--:.. r--:.. <:t 0.. a a (J) < <;t <;t (J) a (Y) C'J 6 z CXJ 0 C9 ~ r-- aU) <:tcr:: W lI) a a C'J o o \D w I- ::J 0 ~ ZUl.....t' 00.....t' - > I N Ul ..J (]'\ 111 >[I]~ID o w ~ \D ~ ~ t' A 0 I [i I ...J ~ Ul U. ..... ~ I- <{ OJ <tUla. I L W ..... r ~ ~ ~ z o o \D o Z ~ ~(/)~ 0 (/)I- Wf--(/)W:::J oz(/)~<l: O-I> ~~!::3:(/) <l:NWo::L::; ~rl!;too zo::ooo ~9wWU <l:-I-...lf-- o::Of--~Z 0:::J0::(/):s:! (/):;;woo:: I(/)C::Z:::> f--_<l:<l:U llJ ~ 0:: () >-l.L.Z Zl-O <l:z- ZW~ I- -(/)> O oz 0 ~o<l: :Juo Z ozo::: oWo I- cr::~-l o..-Ll- wO::-l I 0:: 3: <( wwO:: c.D en::r: ~ I-I-w Ol-U 0:: Z:J . >-00.. >- <(::r: 0:: 2!::O Q.. z3:u c:rcr::w O -.Jw2 o..zo ,... (/)z::r: ~ -<(U) ~2:J 0.. 0:: o U w 2 o ::r: (/) :J (Y) a a C'J @ FLOOR PLAN --r co l!) 8'-8" - I I 1 I I T '~~ - - - - - - - - - - - -~ - - - - - - - - - - --r o N o ~ c.o .-1 12'-4" 91f2" --r o M q I'-- M - - - -2'-6 v.z" - ---.l", =~ - '<t - , = M 3'-8 ~" - - ~ ......- - ,,~ - - - - - - - - I-- 5' -81f2 " I--- I-- I-- I--- I--- I--- I-- I-- I-- 14'-2" I--- I--- I-- I-- I---~ I--~ 20'-0" q 00 N I-- I-- I-- I--- I-- I-- I-- I-- I-- I-- I-- I-- I---~ I--~ I-- I---~ I--~ I-- I-- 1--- 1--- -~ -- -- I--- 1--- I--- 1--- I-- 1--- 1--- I--- 1--- I-- I-- I-- -- -- - f- TTT 1 2'-0" I. " :: I i II I I I I i II 5'-10" ~';b '0 0'. '-1. 0.. r>- 4'-10112" 3'-7" 2'-8" I ;::><""~ V 2x6 WALL q .-1 .-1 " -I"" 6'-5" " l ~ - 40'-0" 14'-10" 10'-10" III i I I I I I I] [11TTTT11 I , ~ 1 I~I I I II' 15'-8" .-1 .-1 l!) N 21 '-11112" 4'-61h" 4'-4" - - - - - - - - - - - - - - - - - - - - _ ,......J - '.l? f. - 5 'Slh" M ...--~; "" 3"~" ' 5',2'h" \: :6'" ~. ~-R~/ == I~ < - "! - . _ c.o - - - - l'-51h:~ r:/ ,1..1 I / / 'I ~ '-- , ::'/ L 3'-5" L- ~V ~ ~ q1 '<t --L--l r _ _ F ~ ~ 8'-10" 4'-8" ::n --r c.o _ 1E \ 00..-' V q '<t 2'-8"[,) '1 ...., --> 5'-51h" 1.1./ ^' 9'-2" 1:::f" v ~ : 11 I-q :-,., v ~---------------~ , ATTIC ACCESS ' , LOCATE IN FIELD , : 22" X 36" MIN : 16'-0" 20'-0" -~"I 3'-0" 4'-0" I - " I ~ - - - I - 5'-10" - 7'-8" I--- I-- --r - I'-- - - - - - - ------------------~~ -~ --r o N -- - - - - - - - - - - - - -- -- -- -- -- -- - -- -- -- - -~ -~ - -~ -~ -- -- -- -. -- II11 - 1.2'-0" ~ 7'-8" 40'-0" 12'-0" 5'-8" rr-- 12'-0" q .-1 .-1 uL\ ~~, I I I I : II ~ '-5" I I I I 5'-8" 1111.1 I]i 1111- - - C';-J .-1 .-1 -- - - - - - - - - - - - - - - - - I--- I--- 3'-2" r - - ., : TTIC : I I :~:C~ ~~ 6'-4" /:~ I-- I-- I--- I--- ==.JJ - 1---- I--- I--- I-- I-- --r N o ~ o .-1 I--- I-- I-- I--- I--- 1---- I---~ I-- I--- I---~ I--- I-- I--- I--- r:=- I--- I--- 1---- -- 1---- 1---- ~ ..0 l~ 8'-10" """'" --C v - - ~ - '" - .-1 3'-5" = ,M - -,., ~,..- Jl. ,/ - - - D? - - 00 2'-11" )'-11" - .-1 - -" - - - - '.l? - - rl - .-1 - - - 12'-4" - - - - - - - - 3'-6" 11111 TTf l~ 2'-0" 6'-5" 12'-4" 20'-0" :: I I !. I I I I I--- 3'-11" DIMEN610N FLOOR PLAN SCALE: 1/4" =1'-0" --r O'l .-1 --r c.o 00.. --r M .-1 w U I- a z w (!J <( I- a a LL w 0:: <( ::J a (/) W ~ u...<l:cr 'ocrO W u...u... ~W-=::I- O"",Z ~-O:::) x~cro o:::)u...u O:::ozU o...-=::w<l: 0...""'~1- <l:0<l:0 wcrl-z o:::u...w <l:zO:::O OW<l:O W~(/)o I-<l:zz Ol-O<l: ::JW-w OO:::(/)-=:: <l: Z "'" . ~(/)W<l:z c;lz~B:Q <l:0001- 5(/)0:::1-0 0~0~:J u...-=::o::Uo... w""'wOo... 0::: 0 I- ro-l <l: <l: Z -l ::J-l-O:::-l o(/) <i! (/). 0 <l:~ O:::-l........ w-lO ::::J>~zcr <l:0><l:0 r.n Q,)Q)-l (I) ~ ~ (/) Q,)._ 0 ffi Q,) Co) (/) z ~~~~ r.n 0 i:S co 8: c;l (l)coz Q,) "'1\ ~ 0 - \,IN u... -l C'CS.- - :::) ..r.n5::ro oQ)w E "'C U -l <( cr I- ~ o (/) (/) w o U 0588:~ wI'-- Ou... ~~ ~g <l:-lC")C") 0::: u... NN ~~gsgs (/) 0... co co L!'l0 r-:.. r-:.. <;j' 0... 00 en <l: <;j' <;j' ~~ ~O <(CO w c;l I Z co 1-. (/) ~ ~ c;lZw <:l:(l)~ (/)~Qo a:::N(l) (I) - 01-0 OM~ Z ffiz<l:U w~l8...lLL. 0 W<:l:~ L- zl-u...c;l I:r:~. r- -(/)u~ I-I-.....UJ ::;) '-' cr w 0 a::: u... LL. 0.. ..J zWo...-l 00.. 0 wO(/)3(/)u...z~ffi (I) WZ(/)roZOO C Z I::JZwQ~i=Z.1X ~o:s:r:~<l:~==;:) ~ oZo...l->Wo...Oc:l (I) <:l: :r: w (/) IX' I.LJ t/)w<i!t::cro<i!c:l: C wgcr~MZa::: 'UJ .... row::J O<l::::)c(c( ..... W-ll-~~Ol-""'J: C I~Uo... wUIX(.J ii: 1-0~~~r3~~:E 0 OZl-o:;:-I-OO ...J I-~(/)U>(/)(/) LI. o z O'l o C") N o Z co 0 ...: D? ~ I- 6(/)t'.:! E <;j'o:;O::: ~ ~ Gj\o (/) Z .QC") N roaN 0 C,) I'-- .,..., J:: g?~":I-l ~ ~-l:;lil- ~ ou... co:::) <l:" . ror-:..I-~c.o (/)~ou~.,..., w Cl. <;t ::J f- en Lri8.I~8So ~ O'l<l:o...(/)UZ 0 L!'l o o N --r '<t '<t o o IJ) W I- - 0 :J V Z U1 .... t' o ci .... t' - > I l\1 U1 ..J ID In - [J] 0 I > IJ) ID o W [Y] IJ) ~ [Y] t' oCt 0 I 0. I ..J [Y] Ul U. .... II-<{OJ oCtUln. I f- W .... ~ ~ .f- Z o o IJ) --r CO l!) D Z I..!..J l-' Z v;~S:2 D WI--(/)W::J DZ(/)::::!<l: DO-I> z:2:I:::;:UJ <l:",w~~ l-'~~OO ~~OOO :;:OwwU <:tU-I.....Jt- ~Ol--~Z O:::;~(/)~ ~~~O~ ~~;o:~B q '<t .-1 L!'l C'\lC/) 0 ........ N 'Z U........ ~O I-C") <l:o... C'\l- 1'--0 ~C/) L!'l........ > <;j'<l: .,...,0 W ' ~ 0:: ~~ (0 (j) W.-J M ~ .....J o.-J w 0 ~ cr .....J z<( U >-u...z Zl-O 0 <(~ <l:z- - I- zw~ :c -(/)> I o:::~ a OZo N ~O<:l: Z ::JUO L.O $ C)w oZo:: oWo Zl- I- crl--l I o...t::u... I'- llJ :r: wcr-l wCl) cr~<:l: wwcr ~ - (!J roIl- > WO(V) I-I-~ Ol-u ~ ~.-JO 0:: Z::J I- >-00.: ~ <( 0 >- <l:Icr L.O (f) ~t::o z~C\J Q.. ~u z ~ W :scrW a w~ <( o...zo 0::: ....J U (/)ZI >- 0.... -<l:(/) ~~::J 0::: () SHEET NO. 0... cr 0 2A 0 (0 U w ~ I- ~ 0 OF I Z ~ (/) 25 ::J M llJ 0 I- 0 > LAST PLOT DATE N @ 0 March 02, 2005 Z - .....J DIMENSION 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 127.2# 6'-8" 4'-8" - 6'-0" 10" 20" W/ (3) #5 BARS WI (3) #5 BARS 210# 4'-0" 0'-0"-4'-0" 10" 16" 374# 6'-8" - 8'-0" 12" 24" W/ (3) #5 BARS 2'-0" 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 NUMBERISIZE BLOCK WALL (1) #5 CONT. TIED TO EACH VERT. I REINF. BAR h" FINISH GRADE 1-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 NOTE: MAXIMUM HT OF STEM WALL @ 8'-0" SINKS 3" VTR , , , , , , , , , , I I I , , , , ~------------------------------------ PLUMBING 3~::Rt W/C) LAV ~ 2" / 2" , I I , , , , , , , , , , 1 , , , , , , , , , -----------------~ TO SAN. SEWER RISER NTS. <( 4" CONC. SLAB (j) WITH 8" THKN 9 ~I TYP. @ (35\, 3'-8" 5'-4" 4'-6" ~ 14'-4" EDGE M ~ro 19J 3'-0" 4'-0" 5'-2" ALL CORNERS .~c __n____n ___\Y~QQ~_g!:~~n n_n_n___nnn_n_ _~_ _ pJ_E~_gg~~~~~_nn n n~-~-t_nn- ____nnn_nnnnnn________, : .. / *' / / / / * / / ~I / / V / /.- 11I/ Y *" / / J / -'* / III / / /-k" / / .. : I / C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, / : : / : 11/2 X P 112 " RECESS I ; W'DOW OP'G : / : : / i @ SGD f15\ : (1\ : / : : LV: INDIC TES FILLED CELL ~ 9 I': ~ : L : : /' : W/30)0 PSI CONC. GROUT r--: : / : / : FROM FTR, TO BEAM NOTE: THICKENED FOOTING _________: I : : / : / : WI H 5 REBAR VERT. REINFORCING TO BE CONTINUOUS ~: : / : / ABOV SLAB. TYPICAL THRU PAD FOOTING TYP. U.N.O. ~ ~ r5E.1\ : / : ~ : @ALL PLACES SHOWN ~ ~Z ~ : / I ?: HOOK D FTG. DOWELS 17" ~"\.."'~: ~ : / : EM BE )MENT WI 25" \,'\... "\.. ".,,"\.. '\...' : / , ~ / : EXT. ~BOVE SLAB :: 2'-6" X 2'-6" X 1'-0" : / : ~ ~ : 411 3000 PSI CONC, S ...AB WI (16\ i I : WI (3) #5 E.W. BOT, i ~ i ~ i ~ i ~x~ 10110 W W M C~AI~ SUPPORTED ~ i ! l i j l : lL : PER FBC, OVER ~ MIL VISQUEEN 1 I : : / : i p: i vAPOR BARRIER 4 TF EATED FOR TERMITES i,: f1\ j ~ : : i/ : NOTE' PLUMBER TO VERIfY LAYOUT & ~~iv SIZES : U ~:;~ : [oj( 1 BEFORE CONSTRUCTIO" BEGINS : j'ci: : / : l/ : : ~: :, ,/,' : l/ : M I ALL FOOTTINGS I 1 ,~: ~ , 1-' ' Lfl MIN. 12" BELOW GRADE : 1 : / : V 1 N : I~: : / I ~I I, / :v: ''-'-'', D? i ~ : 27'-10" ! 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[, 1 2 II II I , ' I, 0 : Vv ijoo "II l l ': $-1 : I 1 X 4 WALL\'b- g' ),' .......'--_/J": ~ J: ~ !\~:-~ I I _~~" I 11,-_0_.-/11 ~ ~ ~: - - ~ 2x6 WALL I ~ : I': 'r : = = ;;-:-:-~~,~ = ::::-=-=-=~~~-=;::-:::r '5 ,,------- ---', ~ :-,)~!_C_,N ~,,-:-=-=======,=_=:~,~::~~ ~ c--- ___nn: ~ 0 rU1:]2X6WALLJ : / ::,~~--~n'~,H ~ ~ I\} ~ i;:,=.=t:::!~i ' h/ -r--~-~, :r---'I, / 1 ~ i','-; ~ -I;': o i" - - - 't C'! ~~ :: W :: '-I" _ ::'OW u., r-- .'~-----~', , '/ I:, ':r ~ ;' I :' e i-J M '<t ~ :~nn~: AitEPD-6vi'r3.~5/:D~~INLlNE :/~.~--~:-:-~--;,~ ~ /r:{~'~~~ --,-, 1 ~ 5S FOR 'upT:r ~ ~ i 00 1 ~ : ~~ ~~~~~ PROVIDED i ? t;J : .i il~ TUB _ .,- ::' ;: H WER 4" ~ / : ~ C() : / : r5EJ\ : ~ : D? 1/,1 ~ lo",L...-SEEFLOOR = , I , I \!=i-7) " C() '<t : /'~\_'~;;:-u~ ~'/_~u_ -Pl:.AN-FOR-D1MtN.-n.;' nn' 'nnn u_ /: ~ '/' / ~ : : ~ '""" : =':-~~?_~7\/~~~{n/ / / (;i(/ / :~ ~__junu_j ~ ~:~~_~_~_j -'~ ~ ~ FOR ELE;,~~,,0:~~6" X 1'-0" ~ l :; : : j IVY.H.,' I: 9' /' / /fc/ / /. : :r ~ :~.....---~ WI (3) #5 E.W, BOT. '<t ' :/ : '7(( / '.u'N '<", '""" )( , :.~ -- I C u_uu_uu_~ 7'i I 3'-8" 4'0" ,,12'-4" /; / : , ~ : ~ (l) : /: 16" X 20" CONC. MONO. -/ : / : : / I f11'1 : / 4" ~ONC, SLAB ~: '~:, 9 FTG. WI (2) #5 RODS : .{ : I / I \ S-l ) : / WI H 8" THKN I: ',04, r-- (CONT) : f" : / 14'-4" ~ 5'-8": ~ ED~E g : :.: ~'-O" : / : ~ I : / D? 9 el-: , : / : I ',/ '<t C() ',/', ',/', / : en 1 / 1 1 / Cn nn_nW~QQW_9P~G_nn_ n_J / ' / : :s I : ';: : _ _ _ _ _ _ _ _: . ~7* J -(IV '(*" /. : / : ~ I : / ' 'c - - n - _'n - - - - - - - n n - - - - - n n n _ n n _ J I ~ i ~ I l ~ i f3'\ In____n~\ : / : I : / : ~ 3'-2" I), 6'b" , , 'jc' ~ i~ / : I C.J. i / : ~ 2 "HIGH BLOCK : -1- - - - - - - - - - - - - - - - - ~ 7 : B I'SE ON I : I ~t- / : / : 315" X 18" X 12" DEEP HOSE, / I : / : PI D WI (3) BARS BIB~ ~ I : -' : E.W. BOTTOM ~: / I ti i 7 : ~ 2'-0" 10'-4" (L'\ ,/, (2'\, '""" ~/ (36"J I :/: ~ /: ~ I :/: ~ ~: ~ I i~i~ /: \2V :/: / : THICKEN SLAB I@ GARAGE DOOR : / : / ~:t..: - --- - ------- - - _:r; / : . .-1It' .... : , 't C() L1"l 8'-8" (3\ \2-9 8'-0" 15'-8" l 40'-0" 15'-0" 10'-8" .. 5'-8" ,~ 16'-4" l ~ l 9 r-- 't o M D? '<t ,~ '0... : 0 I ~ '""" '0 I : 0 '<t :~ , 9 '<t 't '<t t;J M 9 N D? c.o 9 C() N 3'-2" 't Lfl 6'-2" 6'-2" 2'-0" 16'-0" 2'-0" 12'-4" 7'-8" 20'-0" 20'-0" 40'-0" FOUNDATION PLAN SCALE:1/4"=1'-0" 9 r-- ~ L1"l 't c.o ----l ~ 't N ----' 9 r-- w () I- o Z w t.? <:( I- o o LL W 0::: <:( ::J o U) w :2: lL-<O::: -00:::0 W lLLL ~W"",f- O""Z :2:-0:::) X~O:::O O:::)lLu O:::ozU el- w-< el-:2::::S::f- -<0-<0 wO:::f-z O:::lLw <(zo:::o ow-<o w:::s::(/)o f-~ZZ o 0-< :::)wiJ.jW 0'0::: "'" -< Z "" . ~(/)w-<z <;lZ~a:Q ~QOof- O(/) 0::: f-(J o6SQ:::S::::J LL O:::UQ... w:2:woQ... 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STEM WALL FTG. ~ -----------------------------------------------------~ ( 2" VTR J~ ~ , , , , , , , , , , , , , , 0::: W Z 0= 0.....J'<t - , i=::Joo <((l)Lfl u......... g~ itS( 0::<( wlL. >0 00. 't M '""" 9 '<t '""" <O(/) ~.....J ~.....J 0- NI ~$ I"-lLJ ~- ~> LDt;) ~lLJ >-0:: 0::0 0<0 I-~ Z~ WI- >0 ~.....J C'\J(f) .z ~O C'\J- ~(f) > W 0:: LD o ........ ~ u........ f-('I') -<0... 1"0 LD........ ><;t-< ","0 ':::S:: 8:2: w.....J O.....J z<X: <($ o:::~ CJw z~ wCf) wO(Y) ~ .....J 0 ~ <( 0 z$ N <t: .....J 0... SHEET NO. 25 LAST PLOT DATE March 02, 2005 ~il' 2'i c::::J 0 ~<(CO (/) w o c;I Z o .....J .....J < 0::: f- :2: o (/) (/) w o u CiS8E~ wr-- OLL ~~ ~g -<.....JM('I') 0:: LL c;J c;J ~~'~~ (/) el- C() co LD 0 r-:. r-:. ><;tel- 00 O"l -< .q '<t ...: f- E o ~ ~~f- o -:::) co OM LD c;I -< ~Z ~~c;:JW6 -5 CM~~w ro ~.....J,",,"o:::f- :2: OLL co:::)-< " . roO r-:. f- ~ c.o (/)~OU~'""" W Q. ><;t :::) f- O"l u:i8.I~ffio ~ O"l-<Q...(/)UZ 0 o o ~ W f- :J 0 U1 ~ Z r- I:' o 0 I"'" I:' - > ~ N U1 ..J 0 III > m ~ ~ OW[Y]~ ~ [Y] ~ ~ I ..J [Y] ~U1LLr- ~~~qJ L W r- r ~ ~ .~ z o o ~ o Z l1J Cl Z (J)~S:2 0 Wf-(J)w:: OZC/l:::!<r oo-::c> z:2:t:~C/l <rC'\ll1JO::~ Clrl~OO ~o::OOO ~Owl1JU <t:...l-,-......If- o::Of=~Z O::JO::C/lii ~:;~oo:: ~~<r~3 w ~ 0::: () >-LLZ zf-O -<z- I- zw~ -(/)> O 0 Z 0 t50-< :::)uo Z OZa: OWo I- O:::~.....J Q...-LL I wO:::.....J 0:::3:-< wwo::: t.? enI~ f-f-w Of-U 0::: z:::) . >-0Q... >- -< I 0::: :2:t:::0 CL 3:U ~o:::w O ...Jw:2: el-zO () (/)ZI --<(/) ~:2::::) 3 el- 0::: o U w :2: o I (/) :::) ('I') o o ~ @ OF FOUNDATION NOTE5: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) W LL~O::: '00:::0 W LLLL f-w '--- eto~z ~-o:J W x~o:::o U O:JLLu L- O:::OZU r- o.."",wet O o..""'~f- etOeto Z wO:::f-z O:::LLW W etzo:::o '1""1 owetO '-..J W~(/)o <r:: f-etzz L- of-oet Or- :Jw-w oo:::(/)"'" etZ"", o ~(/)wetz LL <.::lZ~8:Q etOOof- w 5<n0:::f-<3 0::: o~Q~::J <r:: LL"",o:::Uo.. W""'wOo.. :::) o:::of-.....Jet 0' et zco.....J :J:]-.O:::.....J if) o(/) et (/) 0 ~ O:::.....J ,> .....Jw;:;!o>- .....J>:::;zO::: etO:::>etO t.n Q,)CU.....J (I)~~ Q,)._ 0 Q,)(.)(/) ~ ~ ~ I t.n 0 (1)(015:: Q,)C@ - 'OJ) u: ca'- - ...t.niY OCUw e'CU , , , I ---- w <.::l CJ I Z 00 f-.(/) ~ ~ Z <.::lZw et(D~ (/)~Qo O:::N(D (I) - of-O O~=l:I: Z ffizetu w~~ii 0 W~~<.::l II=l:I:. i= ~(/)-z f-f-...IUJ :J <.::lo:::~o o:::LLUoo. ..J ZWO.......J 00.. 0 WO(/):J(/)LLz~f5 (I) wZ(/)coZOO C Z I :J Z W 9 ~ f= Z 0::: '_" f- 0 ::s I (/) et 0::: :it;:) 'WI 6zo..f-5wOoa:l (I) et IW(/)o..o:::. L.lJ tnw<i!!::O:::o<i!a:l: C w~0:::3("')zo:::....:UJ <C cow:J>-Oet:J....c( Q w.....Jf-.....J~Of-...IJ: I3uo.. wuo:::o 0:: f-O~~e:z~(ji 0 OZf-O-~f-DD ..J f- ~ (/) U 5: (/) (/) 1.1. , , , , , , ", t , Jt C := ~C[ :::: ) / ~AN \ / 1 e{1EWrE ,I OPT" V 'r---- /\ : , I I \ : \ \ I \ I \ KITCHEN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 44" AFF 39" AFF 36" AFF 12" AFF 42" AFF 2" AFF f" - -, I , T "-.. - ---( := 1:( r\: C[ :::: ) ft; FAN 11\ PREWIRE ~ IIOPT.I ~ ~ \ ...... IOPT.[ (j"l \~ \ c := 1:( ',:C[ :::: ) I ~ - - - - - - - I~~~~W~R; - - - - - r u~ ' ~ \ \ \ \ \ / I I n \ I '-d C:= J::0r-::::+- - -- A FAN I, \ PREWIRE ;OpT. I /~, IOPT.j '\ 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. I TVI L _ ~ IOPT.j 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 L _ ~ IOPT.1 5'-7112' 16'-4" ELECTRICAL LEGEND $ $2 $3 $4 $DM DIMMER SWITCH -9- :6: ij @ d) GROUND FAULT INTERRUPT d) WP WATER PROOF WI GROUND FAULT dJD 220 VOLT OUTLET ~ SPECIAL SERVICES OUTLET I TV I T.V. CABLE OUTLET ...... ~ @ e ~ BATH FAN WI LIGHT ~-----------------------i~~~~~~~~i~~-~:~~~ : METER SOCKETi ~ - .-- : t ~ I I I I I I I I I I I I I I I I , I I I I I I I I I I I I I I \CLECTRICAL RI5ER DIAGRAM ~ NT5 ----------------------------------------- 5ERVICE 51ZE = 150 AMP5 Ii) 0 N(J) , C\I .z u' ~o f-("') eto.. N- 1'-0 'r"i(J) Ii) , > <;j"et -ri0 W ' ~ 0:: ~~ <.0 (f) W...J ~ ~ .....J 0---1 w 0 ~ 0::: .....J z<( U >-LLZ Zf-O 0 <($ etz- - f- zw~ :r: -(/)> I o::~ 0 oZo C\J t30et Z :JUo L() S (!JW OZo:: oWo Zt- f- o:::f-.....J I o..!::LL t'- W I wO:::.....J W(/) O:::5:et wwO::: ~ - (.!) COIf- > wO(Y) f-f-~ Of-U ~ ~ ---I 0 0::: z:J . I- >-00.. L() ~ <( 0 >- etIO::: (f) ~!::O z$ N Cl.. z3U ~ ::so:::w W 0 w~ ~ o..zO 0:: -l U (/)ZI >- CL -et(/) e:~:J 0:: () SHEET N04 0.. 0::: 0 0 (0 U w ~ I- ~ 0 OF I Z ~ (/) 25 :J ("') W 0 I- 0 > LAST PLOT DATE C\I @ 0 March 02, 2005 Z - .....J ELECTRICAL PLAN UNDER COUNTER SINGLE POLE SWITCH DOUBLE POLE SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH ~ SMOKE DETECTOR cfu FLOOD LIGHT [~ FLUORESCENT LIGHTING nun un, TRACK LIGHTING (/) w ~ I U ) / CEILING FIXTURE CEILING FAN 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 CD JUNCTION BOX CD THERMOSTAT 0 LOW VOLTAGE LIGHTING 20 , ,ELECTRICAL " ~ INTERCOM SYSTEM I,W,H. " PANEL FIELD @ 42 , / LOCATED [EB] GARAGE DOOR PUSH BUTTON TVI - ~ ----- 4'-8" / / 3'-2" /' U 0::: W W Z Z 0 Z O-l o -- U I- ::l (/) c::{ en -u, o g ~ 1t~ is::c::{ wl.1.. >0 TELEPHONE CABLE OUTLET / - .--/ \ "" , ~ \ I II ' ----- C :='~~:if::::) IOPT.1 A FAN ~ PREWIRE i IOPT.1 I I I / / -<>- S..J \f') RECESSED LIGHTING WATER PROOF RECESSED LIGHTING BATH FAN GFI WP IOPT.[ - -, c::::::J 80::: f-W c::{f- uwe o~ -l. Ou -lW w-l _w 1.1.. ~ n _, - lj:b_-?-n n _ ~ \ : AfrlC ELECTRIC : \ I ~. I ~lf__~9~~!3.!'_g9P_E_; \ \ ' I \~ \ \ \ FOR ~RAG E \ DOOR OPENER - -+---=---=---=---= pgtr~---=---=\~=---+-- : \ : I , , I I i \ @j42" : '\'rF. i '~ ELECTRrCAL PLAN 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 BY POWER COMPANY -- SCALE: 1/4" =1'-0" ---- ---- IOPT.1 ------------- - IOPT.1 ~'" ~ c=:::J 0 ~<(CO (/) w o <.::l Z o --.J :J co -..l et 0::: f- ~ o (/) (/) w o U .....J ("') u: X co 0 LL et w I'- 0 LL c.;I C\I ("') <;j" z("') ("')0 et .....J ("') ("') 0::: LL C\I C\I o . ' , .~ gg (/) 0.. 00 00 Ii) 0 r-:.. r-:. <:t 0.. 0 0 O'l et <:j' <:j' O'l o ("') C\I o z 00 0 ...: CI)l ~ f- b(/)~ E <;j"0:::0::: o xWo II) <(wI ~ LL~5 CiS ("')0 Ii) <.::l et C\lZ ~~ ~ w ~ ~ c ("') , .....J W ro ro.....J<;j"etf- 0... LL -ri 0::: < -ri ~ OO:Ju . ro- r-:.. f- - <.D (/)"::'::OU!:!:-ri W a. <;j" :J f- O'l l[j 8.Ig:f56 ~ O'l et 0.. (/) U Z 0 Ii) o o C\I C\I o o o \D w f- J 0 U1 ~ Z ,... [' o ci ,... [' - > ~ N U1 ..J 0 If > [] \D Cl' OlLJ[Y]\D ll: [Y] [' A 0 I ~ I ..J M ~ Ul lL ,... tL f- <t OJ ~UlD.. I ~~~,... .~ Z o o \D o ~ ~ i7i~~ 0 wf=:(/)W:::i oz(/)=<l: OO-I> z~t::::(/) <(NWn:~ l:lrl~Oo ~n:ooo :::OwwU <(-'-I--'f- n:Ch-[:iz O:::in:(/)W (I)<l:w n: _>,-on: I(/)LLZ::J f--<l:<l:U OPENING PRESSURES INT. END o +35.8/-38.1 @ +34.2/-36.5 CD +32.9/-35.2 @) SEE COVER @ +35.8/-45.0 @ +34.2 / -41.7 CD +32.9/-39.2 @ SEE COVER * -- ~ r-~---- ~ I o <( W I ~ o o ~ :::!: U o --I CO LL o 0- o ~ q 00 00 c.o IN. FLR, -"~ - -', - - - - - - . ....... ................n . .. ..nw' . . ~"'.'I l'n7' ." ~ ...............40~F*-<'.~-A ~... ." ". ... ..... /S: .................................. .................... /........ ..... I 4' OFF 4' OFF RIDGE ~ r---- RIDGE VENT j ~ j VENT ~:"""~h 7 I I n...n~ . ..n.n . .n.. ... . .... . . /'.... .n.... ....nn...... ....n .n. . .' n . .T'" ..n... ..n. ~......' ......... . ". . ... . . .......~. . . . . . . .. ...."~.~ -A/i'-A. SHED ROOF DOWN.!, :" .:..: . . · . ". ",' ........~ , ./' OVERS.G.D. - - - ---'1'0 I D CJ -~ I o <( W I ~ o o ~ :::!: U o --I CO LL o 0- o r- @ 25 SH @ O? q 35 SH FIN. FLR. c.o 00 - - - - - - - - -I-- -'~ - C- @ 6068 SGD REAR ELEV A TION NOTE: 1'-0" OVERHANG SCALE: 1/4" == 1'-0" CUT /SCORED ~ BAN DS RETURN 2'-0" 8" TRIM---- ~ r---- t--- * 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. l ..... ..r.... 4' OFF RIDGE VENT .......... ................. ..... '-~ ~ . .. . .. .. .. ... .. ................. . . . . . .' . '.. '.. . . ...... n. . .n '..T .T;.. . . ..' ...................... ..... ". .. ....... .. . . ...... . .. . ..: J.n' n "T' '. .... .. . . ...... .... ....... .. "nn._.. . . '.' . ...... ....n........ .' I f. . . . . ..-y .... ........... ." . . n 'n.. . D lA3 SH (TEMP) o /" (....r....... 4' OFF RIDGE VENT' . . 5~ ... . .......~_.. .. . . . n. n -. ~ .7 ~>: . . .. . . . . . s D 22 SH o o 25 SH . .... .... n . . ...... ....,y........... n_... ....... ,...... . . ........ \ I /< ~ DDDDDDDD DDDDDDDD DDDDDDDD DDDlf llDDDD .0/ ,r~ "t-\) r10 16' X 7' 32 PANE~ ~ OVERHEAD DOOR BUTT JOINT ON [NOTE: ALL TRIM, BANDING 2 X 4 WALL TO BE CUT / SCORED W/ HEADER @6'8" BOT. OF GLASS 24" OFF FLOOR GENERAL NOTES: VENTilATION CALCULATION ROOF CRITERIA -12" OVERHANG U.N.O. -PLUMB CUT FASCIA -ROOF PITCH PER ELEVATION -WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) -SHINGLE LOADING FORMULA == S,F /300 (1/300) / 2 (INTAKE vs EXHAUST) * 144 (TO CONVERT TO SQ, INCHES) == NET SQ. INCH REQUIREMENT 2076 TOTAL 498 SQ. INCHES OF 5 TOTAL S.F. VENTILATION REQUIRED REQUIRED VENTS .....1..... n..n.. , '.. 4' OFF RIDGE VENT u,-_":.md ".,., . . . .n :. ~FF I RIDGE VENT . DO DD @D DO o . . ... . .. '. . . 4' OFF ~ RIDGE VENT j 17 /S................ ;1 12 /-'. 59~-A ..... ~.................. 2'-0" ./" . . . n_... /~ CUT / SCORED BANDS RETURN 2'-0" - I LEFT ELEVATION III NOTE: 1'0" OVERHANG SCALE: 1/4" == 1'-0" ~ ... . ... . 2'-0" C'<........... - - - .' ~ ~ - - - - - -'.-- r- o I o et: w I 3 o o 3 ~ U o --I co LL o 0.. o r- FIN. FLR, O? q c.o co -' --'- RIG~T ELEVATION III r-.OTE: 1'0" OVERHANG SCALE: 1/4" == 1'-0" 10" / , \ " O'l j, 6"/ " ~ ............ .... KEY5TONE DET AIL ....~ .. ...-...................................~ '1' , n 8" T 1M J \ / EEIE /' @ ~' ~ :r: o <( w :r: ~ o o ~ :::!: U o --I CO lL o 0- o r- >- 0::: r- Z W @; ~ Z 0::: <( w CO :" TRIM r -u" TRIM I o o ' , 0 00, ..-1, , .. . 35 SH O? FIN. FLR. lo, " ... n. 8" THK x 2'-0" WIDE FRAME OUT COLUMN BLK BASE TO 2'-0" HIGH. 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[;; :.> : o o ~ W I- - 0 ::J 1 ZUl.....t' o 0 ..... t' - > I l\1 Ul ..J C1' 111 - [I 0 I > ~ C1' o W M ~ ~ M t' ~ 0 n I Q.I..JM I~l.&...... ~ UJ ~ gJ r- w a. ..... ~ ~ or- z o o ~ 4' OFF 4' OFF RIDGE VENT I~JRIDGE VENT 12 ~r'Tuu ..... ::.t. 5.;1 . /S..... ~................... ........ ~ ~I~;~ VENT I '1/. .... '~""- ." .~..2.-0"OFF'u". ..r' .. "'", . . ~. ~...... .RI.DGE VENT : ... .T' ...... .... ...........~L ......... ....... ...... .. ................ .' .: .... · ... .... . ....~ .Tn.uL. L.u. ......... .... ~S~ . .. ..' "T . .......... I :. ..... .. ..u . ............... . . .... ...... . ""'- · ......., I .. ... ...... .. o Z LJ Z ~(/)(.? 0 (/)I- Wf-(/)W~ OZ(/)::::!<t a-I> ~:2'!:::i:(/) <t",wo::~ (.?""~ao ~O::OOa :i:f2W::JU ~o~L:5~ O:Jo::(/):s:! (/);;LJOO:: I(/)tLZ::J f--<t<tU N(f) LD6 N(f) -1> w 0::: l!) o '- C\I U'- 1-('1) et:o.. 1'-0 l!)'- <;t<( ~O '~ ~:2: w.....J O...J z<( <($ o::~ <.!JW Z"- wcf) wO(V) ~ .....J 0 ~<( 0 Z$C\J <X: .....J 0.. w 8 u >-8:z Zr-O - <(z- I- ZW~ -(/)> O oz 0 t30<: :::)uo Z ozo: oWo 0:::1---..J I- o..t:::LL I wO:::...J 0:::3et: wwO::: ~ cnI~ _ r-r-w Or-u 0:::: Z:J . >-00.. >- <(I 0::: ~r-O Cl.. Z~U <:l:O:::W O -.J W :2: o..zO " (/)ZI ~ -et:(/) 2=:2::::) SHEET NO. 0.. 0::: o U w :2: o I (/) :J (") a o C"J @ 5 OF 25 LAST PLOT DATE March 02, 2005 ELEVATION m~~gJ' t'")0 ~'y ~ ~ <r: co ~ ~ ~ ~ I tJ) 0 0 U)CUg:~ Q)c@ - '0.0 u:: 9 ca.- -:J -.J .. tJ) ~ CO <i: OQ)w 0::: 'a U l- E 2 b- ~f--~ ~ ~v (/? w ~ ~ S(Y) ftx -~~r'\ COo l.L.oCl: [...J. ~ JJ W r-- 0 l.L. ~N(Y)<;j" Z (Y) (Y) 0 wr--::::::::-~~ (t) oCl: -l (Y) (Y) I' 0::: l.L. NN ~ ~' ~ ~ Ci'l (/? 0... C9 C9 lI'l 0 r-- r-- <;j" 0... 00 c..9 '- O'l oCl: <;j" <;j" W l.L.~0::: -00:::0 W l.L.l.L. ~W"",I- 2905 W X~O:::O U O::Jl.L.U o:::ozU f- o..."",WoCl: O 0..."",::,s:::1- oCl:OoCl:O Z wO:::l-z O:::l.L.w W oCl:ZO:::O 'I"i 0 W oCl: 0 \,J w::,s:::(/?o _ l-oCl:zz ~ ol-ooCl: r- ::JW-w O OO:::(/?"", oCl:Z"'" . o ~(/?WoCl:z l..L <-,z~8:Q oCl:OOol- w 5(/)0:::1-(] 0:: 0~0::,s:::::J - l.L. o::Uo... -.... w:2:woo... :J O:::ol-~oCl: f""""V oCl: Z"'-'-...J \,J ::J-l- -l (/) g ~ (/?- 6 oCl:~ ",0::: -...J "'- w-...JO ::J>~ZO::: oCl:O::>oCl:O * 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. ~ 26 S-7 40'-0" 8 S-6 15'.0" 12'.4" 12'-8" ~7 In1 ~ ~~~ H~ ~~ ~TM Mid-State TrussCom pany ('f') o > ? ~ \. > ~ lI'l o .... ~ / // / ,. 7 7 / / / / / / / / / v~ / / > / >/ / I> / >/ / > V >/ / >. > >/ > / > r-- r-- r-- / / / / V r--/ ,r-- / r-- r-- r-- r-- r--'/ r-- ' r--./ r-- 0 0 0 J3\ -, -, , 1/, -, V / -, -, -, -, ;' -, -, -, -, ~ / / ~k~/ V ~V'/ // /~v /'/ ~;v /V///; }/ @"J5\ / //I::'~~~/~ / ;// ;~v /Iv/ // ~V/~ j!/< V ~ / / / / / ~ / / ,. / / ~ / / ~/ / / // / / VV / / ~ ~ / ;:( /' / ~ Ij / / ~ j / / ~W/ ~rn / H07 @ '// /I~ / / v/ ~ + ~ + + + + !+-- + + + + /L/ / /v // / / ~ + + + + + + + + + + + /' / / / //+ ~+ + + + + f!- + + + + / H09 /// // + + + + + + \j+- + + + +/ !/ / /-L. -L -1 l.L. --l- --l- --l- -L. / / / V" / / / // y+ + ~ + + + + :+ + + + /-+ r 0 ~ / / / ~+ + ~ + + + ft-~ + + + /+ / ///v / /4/ + + + ~'+ + H- + + A .H11 /1/,1./ #// ++++.~++++/+.++ //6/{)" / / / /~-12" + + + ~ H- 0+ H12 + / //,. -r + + + + + + + + + / / / / ~ ..l...l. ~l ..l..l --l- I. --l- I / ~ / / / 6 "/ / / + OOD SPAfE + t + 9- ~ / + ~-1'" + + + 1/ ~ V /5;-0'+ + + + ~ '1+'"'1 + r+ sOl + 1f4~+ / 0/ / v: ~ / / T OOD SPAfE + 6 + + + , 1 ,+ + \. S-6) T l/V' / / ~/ + + + +~ + + + -+ SOl+- + I I + // / ~+ ~ + + + + ~ ~ + + + + ~ -t- u-t- -t- -t- T ~T ~T SOl -,- -f -f + + + + + 4- -f " + + + + + + + + + -f + + + + =+= + + + +/H- + -f~ + + + + + +/+ + + -f ~05 + + '" " -13'-2+ + +, + + + ~ S04+ - "t -r ~ + + ~ + + + +"" + 1" -t- 1" 1" -;- ('.jt~~ T T -t-"" -+- S 3 -----h + c::; + + + -f ~ + + + t + + + + -+~ ~ + /, ~ + ~ -,- 1"'- SO + / + + + - f+ -+ I "'- S07/, t , ~ A- ~ + "'+ . + + '\ f+~ -+ "'" + + t-~ + + "'~ ~ ~ 1" -t- -t- T ""',,4'11" --l- 'rt~j ~ T05 KNEEWALL-, ~A'~ + '\ 1"-. tJ -U' T + "\ + + "- I "- + +, ."\ + "- + '....~ + i" b b ~'^ + ~ ~ n~ -, I "" -, -, ~ +9+- I~ "- ~ - + ~ + ~ I ~ Jl J:) J03 ~ 1fi8B 'x /R3 J05 / ~ ~0 W <-' co 0 I ~ ('Ij Z 1-, (/? 3: U) - cc:lZw oCl:U)..1 (/?zQo O:::('IjU) V) . 01-0 O..1~ Z ffiz(]u w~~ri 0 w;::u::~ II~. i= ~(J)-z I-I-....LIJ :J <-' 0::: ~ 0 0::: l.L. u.. a.. ...J ZWo...-l OOu.iz 0 WO(/?::;i(/?l.L.Za..LIJ V) wZ(/?COZOO .0 Z I::Jzw9::Ji=zo: " 1-0<!':I(/?oCl:O:::~:;) l.L.z..JI->WoOca V) OoCl:o...IW(/?o...o: . LiJ t/)~~t::O:::O~ca: C w'-'O:::3:('f')zo::: 'LIJ ..... coO::J OoCl:::JCCCC ..... w::JI-~~OI-....::t: C I3:Uo... wUO:(.) 0:: 1-0~2~0~~:E 0 2 ~ t/) 8 ~ (/) t/)DD Li O'l o (Y) N o Z 00 00 ~ ~r'- (/?t r\ lI'l E <;j" o:;'l ) 0 o W ~ 0 ~ (1) ~ a'~N~' cnoNZ 0 C)r--orlWl.L. 'Cl.ON <;J-...J 0 '- C ('f') <;j" oCl: W ro ~U:@S~orl :2: . roO r-:. I- ~ (1) (J)~OU~orl W Q. <;j" ::J I- O'l I- u:j 8.I g: ffi 0 oCl: O'loCl:o...(/?UZ 0 Serving Florida Builders Since 1970 If . I 7 j 3125 Reynolds Rd., P.O. Box 1606 Eaton Park, Florida 33840 863-665-1309 j 1-800-940-8787 H08 ~ 8' A" BRG. WALL 10' A" BRG. WALL ~ ~ r8\ ~ o o IjJ w r- - 0 ~ ~ Z ,... t' o ci .... t' - > I L\1 U1 ..J ID U1 >rc~ID o W M IjJ ~ M t' A 0 I ~ I ..J M ~ U1 LL ,... tIC. I- <t OJ <tU1[l' I- W ,... ~ ~ .1- Z o o IjJ f BEAM BY BUIDER I NON BEARING WALL /@ 7 YP. U N.D. t C:) " f'..... CY) ............ ~t:=:: IT] <t~~ TYP U.N.C. 4 . t :r ~ t~~~ ~ !G\TYP. THIS ~WALL VAULTED CLGS : ...:. 10' 0" FLAT CEILING 11 '-0" = :: ...,.. : ;~' UPLIFT VALUES & CONNECTORS 8' 0" FLAT CEILING t ~ " ~ t ~ , ' ~ ZONE IT] MWFRS I2l COMPo & L.J CLAD ~ MWFRS [!] MWFRS UPLIFT CONN. < 14901BS. @ < 1490 IBS. @ IT] C:) " CY) ~ HANGER SCHEDULE Tn? ~ SIMPSON HGUS210-2 ~ SIMPSON b SIMPSON ~ SIMPSON STANDARD ROOF HANGERS ARE SIMPSON HUS26 STANDARD FLOOR HANGERS ARE SIMPSON HHUS46 UNLESS SHOWN OTHERWISE '" 2 W l:I 2 (/j:QS2 0 Wf-r.I)~:J 02(/)=<1: O-I> ~~t::::!:(/) <I:('o,WO::~ l:I'-~OO 20::000 30wwU <I: u...o I <i! t; 0:: f-w~ O:::io::(/)~ SQ;;too:: 2=SQ<I:~i3 < 11741BS. SEE 5E.1jS-7 I~}-~~ ~2" tfrJ TOl t , < 450 IBS. @ j I . ') 14'.4" In" I SEE SHEET S-7 FOR NOTES I HOl ~, J03 ",.. ~' + + + + + + + + APPROVED TRUSS ANCHOR BY BUILDER S.Q. CUT OVERHANG HEEL HEIGHT = 2x4 STD. BOTTOM = 2x4 MIN. TOP = 2x4 MIN. Sl~,f? '\g, T03B lI'l o C'J U) ~ Ir"\ Z u....... ....1 0 I- ('f') oCl:o... C'J ,^ r-- 0 ---.J VI lI'l....... "> <;j" oCl: W orl 0 .::,s::: 0:: ~:2: JOl T03B VV'V " IVYV ~~- -+ &; -, " ~~ l.!) o -, ('f') o -, ~ Q ~ ~ 1~9'8'~ UPL FT 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 2:')70 5/8" DIA, BOLTS TD2 3435 2954 2 - 5/8" DIA. BOLTS 3705 3130 3/4" DIA. BOLTS TD5 4180 3594 2 - 3/4" DIA. BOLTS 4405 3680 7/8" DIA. BOLTS TD6 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 31/2" 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 WI 5" EMBED WI 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. CONr\ECTOR CAPACITY SYP SPF HTA16 1500 1500 HTA16 1500 1500 RT7 585 585 RT3 550 475 HTA20-18 1200 1120 5.9 t :r ~ T03 H04 /"'" H03/ ~ / ~ CONr\ECTOR HETA16 HETA20 H2.5A H3 MET A20 HHETA20 Hl0 MTT28B HTT22 HD2A * HD5A * H D6A * lUS26 HIJS2R HUS28 MTS12 MTS16 MTS20 MGT LGT2 HGT-2 FASTENERS ~H03 FASTENERS 13 - 10d x 11/2" 13 - 10d x 1 1/2" 10 - 8d X 11/2" 8 - 8d X 1 1/2" 10 - 10d X 11/2" A 10'-4" <.oCl) ~--.J ~--.J 0- II C\J LQ3 I'-lLJ ~- ~~ LOCI) ~lLJ >-0::: o:::U 0<.0 I-~ Z~ WI- >0 ~--.J A B C o E F G H J K L M N P Q R S T U V W ------- ~ 5:2 0 12 lJj......J O......JW Z<(U <(~f- o::~O 0WZ Z~f- WCJ)I CJ wO(Y)- ~ ......J 0 0:: ~<(O>- Z ~ C'J Cl.. <r:: 0 0: u ~ ~ :> .lr 2 o >-8:z ZI-O oCl:z- ZW~ -(/?> OZo ~OoCl: ::JUo OZo:: owo o::r=-...J 0...-l.L. wO:::-...J o:::3:oCl: WWO::: COI~ I-I-w Ol-U Z::J . >-00... oCl:IO::: "",1-0 ""'5u z::> <!':O:::W ..Jw2 o...zo (/?ZI -oCl:(/? ~:2:::J It C) " ~ '"'1 JOE J05 .~O)/ vy 7 'OJ.: ~-9 ~ \~ \~. t r-- C) r-- o " 0 -, f'..... -, r-- o -, r-- o -, J03 " ~ ~ JOl ~ ";vy I" " " " ~, -;I ~ / (Ar TRU66 LAYOUT rr, rrl, AND rv - - orl o -, l.!) o -, (Y) o -, ('f') o -, 1'-4" 12'.4" 1'-8" 20'-0" 40'-0" 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. 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TITY OF #5 REBA AT rnO\-1 OF LI'JTEL CA ITY ~ -,c..J <tI ~ -' f--<t 8F16-1Bj1 T ~~ J J l,[')z NO\-1I"~ !:. ~ WIDTH '_ NO\-1I'JAL HEIG OUAr--.TITY 0, 5 REBAR AT TOP /.#5 REBAR AT TOP / \-11'< (1) ~EQ'D .- '4' '.~ r ' " Jl.l/2' CLEA" - ..'.I' f,'.;'- - ", /'(" " """'".~,::-''' ,....~ - -... "I' , _..';......';'- ... I '... .. - ''':4~' ..,:,; -~C\-1U .. .. to.. .. . I - .. '\ ~.. ..... .;' - -;::.~...;)',~ - . , ',,' ,'~ ,:',~ ~ ':jll' " .~, '...... , ..... . , J.J ., , . ..... .:.. ,..: , , ~ROUT .- --'15 REBAR AT Bono OF LINTEL CAVITY \ BorOM %NFORCI!\ 7,5/8"ACTUAL ,- PROVIDED IN LI!\TEL 8" NOMI'JAL 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 wi minimum net area compressive strength = 1900 psi. 5. Rebar per ASTM A615 Grade 60, 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7,7/32 wire per ASTM A510. 8, Mortar per ASTM C270 type M or S. GENERAL INSTALLATION NOTES 1. Provide UI rrortar head and bed joirts. 2. Shore flied I:n',els as requi,ed. 3, I~stallaton of lintel must comply with ',he architectural and/or struc:u'al drawings, 4. U-Lintels are rlanu'actured With 5-1/2" long no;,ches at the erds to accommodate ver:lcal cell reinforcing and groutirg, 5. All Lrles meet or exceed L/360 ver:lcal defection, except lintels 17'-4" ard onger with a rOrliral heght of 8" 'Tieet or exceed L/180, 6, Botto'll fe'd added rebar to be located at the bottom of the in',el cavl:Y. 7, 7/32" diameter wire stnuos are welded to the bottom steel for rrechan'cal anchorage. 8, Cast-n-place concrete may be providea in COrlpostel:ntel in lieu of corcrete 'T'asonry units. 9. Safeoad ratirgs based on ratio~al design analysis per ACI 318 a~d ACI 530 10, Product Approvas: Mia'lll Dade County, Florida Nos.03-0605,05 ard 03-0605.04, 11, The e)(,er;or surface of lin',els installed in exterior corcrete rlasonry walls shall have a coating of stucco applied in acco'dance with ASTV1 C-926 or other app'oved coating. 12. L,~tels loaded sirlultaneously with ventcal (gravi:y and uplift) and hOrllontal (lateral) oads shoud be chec~ed for cOrlbine !oadirg with the foliowirg equatio~1 Appled hOflzortal 'oad Applied vertcalload + Safe ve'lical load SAFE LOAD TABLE NOTES Safe horizonta' load < 1.0 1, All values based on rliwT'um 4" bearing, Exception: Safe loads for ueflled Ilr'.e's m-lst be reduced by 20% i' bearlrg leegth s less than 6-1/2". Sa'e loads for all recessed lintels based on 8" nO'llral bear:rg, 2. "I.R. = ~ot Rated, 3. Sa:eoads are total superimposed alowab'e 'oad on the sec:ion spec fed, 4. Safe 'oads based on grade 1,0 or grade 60 fied rebar, 5, Additional lateral load capacty can be obtaned by the desgrer by provldirg addional reinforced 'llasonry above the precast lintel. 6. One #7 rebar rTlay be subst tfed for two #5 rebars ,n 8" lintels on'y, 7. The desgn.er 'T'ay evaluate concentrated 'oads f,om the safe load tables by caicu'at,ng the maximum resistirg 'llOMent and shear at d-away from ',he 'ace of support, 8. For composite lintel heights not shown, use sa'e load fro'Ti next 'ower height. 9, For lintelengths not snowr, use sa'e load frorl the next 'ongest leng:h show." 10, A I safe loads irunts of pourds per linear foot. 11. All safeoads based on simply support span, 12, The rUrlber in ',he paren',hesis :ndicales the percent reduction 'or g'ade 40 feld added rebar. Exar'lpie: 7'-6" lintel Type 8f32-1B safe gravltyoad = 6472(15) w/15% reduction = > 6472 (.85) = 5501 plf SAFE LOAD TABLES ~~~ ____ TYPE LE~GTH ____ 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'-4" (112")PRECAST 106' (126") PRECAST 11'-4" (136") PRECAST 12-0" (144") PRECAST 13'-4" (160") PRECAST 14'-0" (168") PRECAST FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LlNTELS 8U8 8F8-0B 8FB-1B 2231 :,Of;9 ,,069 2231 ::lOf;9 3069 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 "R 458 NR 412 '<R 300 '<R 235 N" ~80 NR 165 '<R 129 8F12-0B 8F12-1B 4605 4605 3719 4605 2751 4605 2110 4375 1438 3090 1173 2622 2177 2177 1729 1729 1160 1245 890 1052 945 945 873 873 755 755 706 706 "R 783 '<R 710 NR 548 NR 420 NR 340 ~R 315 '<R 250 908 743 554 475 362 337 296 14'8" (176") PRESTRESSED N.R. 279 ~~~ ---- TYPE LENGTH ~...:... 2-10" (34") PRECAST 3'6" (42") PRECAST 4-0" (48") PRECAST 4'6" (54") PRECAST 5'-4" (64") PRECAST 5'-:0" (70") PRECAST 6'-6" (78") PRECAST 7'6" (90") PRECAST 9'-4" (112") PRECAST 10'-6" (126") P"ECAST 11'-4" (136") PRECAST 12'-0" (144") PRECAST 13'-4" (160") PRECAST 14'-0" (168") PRECAST 14'-8' (176") PRESTRESSEi) 15'4" (184") PRESTRESSED 17' 4' (208") PRESBESSED 19'-4" (232") PRESTRESSED 21-4" (256") PRESTRESSEi) 22'-0" (264') PRESTRESSED 24'-0' (288") PRESTRESSED ~~~ L~~ 8RU6 4'-4" (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 4:1 8FB-l T 8FB-2T 1q7? 19n 10;hQ 1569 1363 1363 1207 1207 1016 10:6 909 929 835 (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 GRAVITY 8F16-0B 8F20-0B 8F16-1B 8F20-1B 6113 6113 5163 6113 3820 6113 2931 6113 1999 5365 1631 4360 3480 3480 2632 ?hh1 1h?0; 1SV1':l 1 ?47 1<;':l':l 1 '<hh 1 '<hh 1 ?<;A 1 ?<;A 1(')7<; 1(')7~ 1(')(')') 1 no? ,~ '<7n "R 1 ?o;O ~~ Qo;O N~ 7'10 NR 598 NR 0;0;0 'OR 450 7547 7547 6607 7547 4890 70;47 3753 7547(7) 2560 7547 (36) 2090 7168 (45) 3031 5381 ??Oo; ':lS:!QS:! ')<;<:,1 ?<;<:Ll ?Oa., ?I"\Q':l 'R.1h 1s:!Ll<: , RiM "R.RA 'A?R '~?R I'<?h I'<?" 'OR iOn? NR 17" "R 1,?f; NR 1 n.,7 NR ".1" 'OR 7R<1 N~ R<;<1 8" PRECAST & PRESTRESSED U-LlMELS 8F12-1 T 8Fl6-1 T 8Fl;,>-2T /::jrlb-2T .,17.1 44flO 3173 4460 ?'1?4 ::l'147 2524 3547 2192 3079 n92 3079 1940 ?724 1940 2724 1632 n90 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 8F20-2T '1747 5747 4">89 4569 3966 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 (13 897 520 (li.I) 732 446 (11) 616 393 (11 531 378 111 508 341 (10 450 8F24-1 T 8F24-2T 7034 7034 5591 50;91 4853 480;3 4292 4292 'h07 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 (u; 1324 (8) 767 (13 1224 (8) 637 (12: 993 (8) 546 (12 831 (8) 480 (11 713 (7) 461 (10; 681 (7) 416 (10 600 (7) 8F24-0B 8F24-1B 8974 8974 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 ~697 :697 r--.R 2245 '<R 2058 NR 1609 N" 1282 '<R 1114 '<~ 1047 NR 884 8F2B-l T 8F28-2T 83?1 8321 6613 6hl' 5740 5740 5077 5077 4?65 4265 3897 3897 3498 3498 3039 (10 3039 2152 116 2463 1732 (15 2204 1510 (15 2053 1366 (15 1948 1141 114 1718 1052 (14 1694 18l 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 (10 756 (12 8F28-0B 8F28-1B 10394 10394 9S02 10394 7034 10394 5400 10294 3686 8733 (19) 3009 7181 (19) 4383 10394 137l 3191 8467 (44) 2818 4705 (37) 2163 3643 (38) 3127 3127 2805 2805 2316 2316 2127 2127 NR 2517 '<R 2320 NR ~849 'iR 1515 N" 1359 NR 1285 ~" 1092 8F32-03 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 '1R 2513 NR 2047 N" 1716 '<R 1468 '<R 1399 NR 1222 LATERAL 8F32,lT 8F32.21 qhO!< 9608 7636 7R3R 6627 6627 5861 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 115 260 452 152 2369 1582 (15 244 402 135 2247 1321 (14) 217 324 109 1993 1218 1954 1129 1874 1052 1801 872 1470 746 1225 654 1046 629 997 566 875 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 8RF100!3 8RF10-1B 3355 3699 3063 3699 1770 2481 1653 2342 1825 1825 1490 1490 999 999 GRAVITY 8RF14-0B 8RFl4-1B 3280 5206 2992 5206 17:6 4567 1600 4242 3120 3120 2459 2459 1568 1568 8RF18-08 8RF1B-1B 4349 6639 3968 6639 2277 6389 2124 6639 (10) 5048 5048 3776 3776 2253 2253 8" PRECAST W/ 2" RECESS DOOR U-LlNTELS 8RF22-0B 8RF22-18 5421 8060 4946 8060 2839 8060 (34) 2649 8060 (39 7747 7915 5743 5743 3129 3129 (14) 205 (7) (14 'I R (11) . . . (13) '1.R. (14) (12) N.R. (14) (12) (14 '<.R. (11 (13 '1.R, (11) (13 N.R, (10) (13 N.R. 91 8RF26-08 8RF26-1B 6493 9479 5924 9479 3402 7917 (19) 3174 7402 (19) 9448 9479 7239 8998 (19) 4091 4150 ~~~ UPLIFT _______ TYPE 8RF6-1 T . RRF1 0-1 T s:!R1'1 Ll-1 T 8RF18-1 T 8RF22.1 T 8RF26-1 T 8RF30-1 T LE'IGTH ______ 8RF6-2T 'RRF1 O-?T RRF14-?T 8RF1B-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'4" (52") PRECAST 905 17<iR 2635 3522 4409 5296 6183 905 174R 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1 h70; 2525 3374 4224 5074 5924 867 1 h70; 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1,01 1960 2618 3277 3935 4594 675 1,01 1960 2618 3277 3935 4594 5'.10" (70") PRECAST 655 1 ?R? 1900 ;,>538 3176 3815 4453 655 1?h? 1900 2538 3176 3815 4453 6'8" (80") PRECAST 570 11"\1? 1651 2204 2758 3312 3865 570 10a7 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 NU'v1BERS IN PARENTHESIS ARE PERCE'IT REDliCTIONS I'OR GR40 FIELD ADDED REBAR. SEE \O-;E ~O, 4 8U8 8F8 .REI,<F. 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 51 125 42 116 39 33 8RF3008 8RF30-18 7567 10893 6904 10893 3966 9311 (19) 3700 8706 (19) 7360 10893(32 5623 10893 (48) 3146 5891 (47) LATERAL 8RlJ6 8RF6 ~E~1f~ 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. Wll #5 REBAR CONT. r USP SPT4 W/(6) -10d X 11/2 ~ II:" '~I:' , .... ..-. ...... . I ... , ..... . I . ~ ::; ;;: :::; ;;: ::; ~ .. ~~ ... ... ...... . I .. , '.. I' . ~ .. '" ~, '" . h,.. STANDARD HOOKS W/25" MIN. SPLICE II I " , " , TYP. FILLED CELL W/3000 P.S,I. CONC. W/l #5 REBAR VERT. I~':: " II I INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL " I~';, ;, II I " ..... "'1 II: ' Ir:' .. 8" C.M.U. 01 I " .... , ~ 2" X 4" P.T. WI (3) 1/2" X 8" "j" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS (8) 2 7/8" HIL TI TIX-DNI NAILS t: If~ ~ ~ I I " II.: Ir, , ..' . ...... .. ....... .. ,..... .. . .., :.' ,.I." :::..: ,':: ...'1 ..:..._~ r. ' , , , , , , , "I . .,.. . ...... , ...... . ..... . , ..' '.. " ~ 'I .... ' .. 'I ".. " .I' .., , J .. ' '.. ".. ' '"... . '...... . ':'.. / \ 3 5-2 FRAME (EXT./BRG./SHEAR) WALL , TO MASONRY CONNECTION DETAIL I SCALE: N.T.S. --- LINTEL BEAM: 1 COURSE LINTEL BLOCK WI 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) =oon 'LIIm= '" NON-SHEARWALL SEGMENT : ~ " I. II11I11111111111 .1 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN, CONC. SLAB OVER 6 MIL V,B. OVER CLEAN COMPACT. TERMITE TREATED EARTH FILL REI:-.JFORCED WITH 6x6 Wl.4XW1.~ WWF \ FILLED CELL: FiLL BLK, CELLS WITH 3000 P.S.I. jGROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUr-..DATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP_OF SLA_B -$ ... -- ....,;.'\.-. '. ' "i '..' 4") ." '.... ' ~../<~,",. ~ ,l lo NOTE SECTION BETWEE'I DOW,'I RODS ARE CO~SIDERED SHEARWALLS Uri\LESS OPENINGS ARE BETWEEN THEM. I , - 2\ TYP. SHEARWALL SECTION S- V SCALE: N.T.S. -- I 5 \ REBAR SPLICE DETAIL , 5-2 I SCALE: N.T.S. PRECAST "U" LINTEL WI 1-#5 CONT. IN 3000 PSI CONC, @ OPNGS. 6'-0" & OVER. PRECAST "u" LINTEL ALL OPENINGS UNDER 6'-0", HURRICANE ANCHOR~ (TYP.) \jJ ~ , '~,='=:;::,~ '#::== '~.:4 ':,- ":; '~:== ~.:~ ~~~ ~':~ ~, ~,~ ~ .. .. : 'f ,. .. 'J,. .. ,"" , .. ~II . .. ,"" , , , ~"" , :1 ,. , ,,,,,. , ,":1l~ ' j' , SPLICES 25" MIN. LAP (ACI 530 ) ~ 10" "HOOK" 1 '1 #5 REINF.~ BAR ~ ~.> -&" '\ r"''':;~x ~l #5 STD. 900 HOOK SCALE:1"=1'-0" 20" MIN, LAP l' l' L #~ OR #4 REINF~RCING BAR #3 & #4 LAP SPLICE 25" MIN, LAP .... ,J LY:~ ~Y~~t~R'2~~'~'YB~-YYY"' #5 LAP SPLICE 36" MIN. LAP l' 11.- , ...r; :ii'~A:li~~Aoii"5 'ii'lO: :ii>'~Ni'~~"'i>\5~.i"5:r . #6 REINFORCING BAR #6 LAP SPLICE STD. 90 HOOK " I F,-:'~ I' _ , l ~5 II , . ,.,,,,, I, ',,,,,. , ,',"" , . ',,,,,. , ,,.,,,,, , " 1>, '.. 1>,' ~ It.,' ~ It..'.. It.,' ~ 1>,' ~ .. ~ -'~'-'~'- ~ -' ~ ~;, I m', "', "'.. " REBAR BOTH SIDES FOC " ':, OPENINGS 6'-0" OR MOR~. k " I II " II h .. , ..... ,11.' .....,: . ';1 " . . . . ." : I I I II 110, V 1>,. I II IL', , L ' "', ., " I It. ~ "', II I h' , . 1>,' tp.~' , , " II I II L' .. L ' II I " " II L", " r~ It. , ' ~ " .J ~~,~ I II I " ' II II I k", II .,IT " ~ II , , ,,' ';I II .. II II II II I I I TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/3000 P.S,I. CONC. Wl1 #5 DIA. REBAR MIN. LAP 25" (ACI 530) STD, 90 DEGREE ANGLE 3000 P,S,I. CONC. Wll #5 DIA. REBAR MIN, LAP 25" (ACI 530) I I I I TYP. DOWEL 25" MIN. LAP (ACI 530) ~;' . '" ' . ", ' "" ' ~.'" . . '" ' . '" ' "'" . '" ' . '" ' "" ' . '" ' . '" ' . ", ' . '" ' . ",. . '" ' . '" ' . ", ' . ". , , , , , , , , . , , , , ',' , ',',' , , ~ It.,' ~ 1>,' ~ "',. ~ "'.' A 1>,.' ~ 1>,' ~ ",.' ~ 1>,' ~ " ~ ','.. "'," ~ "','.i 1>,' ~ "',' ~ .,... 110,.'.. 1>, .. ",. .. ", ' '. " . . ,,'~, . "', ' "', . "', . "', . .","=:;i::, . "', . "', . .", . .." . " '.=-- , . "', . '. '. . "', . ' , , " , , " '\... " , . " , , ., , , " , , ., , ,. ., , , " , ,. " , , " , ... " , , " , ,. " , , " , , " , ,. " , ,. " , , " ~SEE FOOTING DETAIL TYP. MONO. FTG. J SEE FOUNDATION PLAN J FOR LOCATIONS J , 1 5-2 , BLOCK WALL/REINFORCEMENT I SCALE: N,T,S. -1111 III - -- - == -. -. -. -- - -. == - -- - -. == - -. - - - - == -- -- - -. -. - -. -. - -. - -. -- - - - - - - - - -. = - - - - -. -. = - - - - - - - - - == ~. = X@ = - = - - -- - - - - - - -. - - -- - -. - - - =- - - - - -. -. - -. - - -. - - -- - == -. - - - - =- - -. -- -- -. -. == - -- -. - - - -. - 11I1 1III1 III ill III1I III Ii I I I IIII1III1II I II Ii I CD CD CD 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 V1INIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. @MIN. =: -- -- - -. -- -- -- = - -- -. -- - -. - ----- -- -- -- - - - =: -- -- - - - -- -- -- - - -- ~. - - -- -- -. -- - == -. -. -. - -. -. -. 1111- CD ill III :1 ~ fORmV.1 ~OR ELEV 2,3 \S.:.V FOR ELEV, 4 LINTEL PLAN 'I.T.S. 10'-0" T.O.L. "',,. ",., Co" "',., 1>,., "'" , "" , ",.. '" .,,. ..,. " - . , I> ,,' " , " . '.' It. '.' It. , ," It. '.' It. .' , , " ',' ~ ,., ",., , "" Co,."",,, It." , I...' llo,,.,,,.. "',,., Co,., , ,. ,. "",' ,"" , ",' ,it., , ",' ,.,. , A,' ,"" , ".' ,., , ",' :' , ",' ,.,. 1 ",' ,., , J,' ,', , J,' ,., , " , , ".... " " "',., , llo., , I.,., , "" , ",.,. , "" , 1>,,. , "" , Co,,. , "" , , , ~ 1 ,..,. , ~' ,110, , ..' ,"" , J' ," , ..' ,I>,. , ..' ,"" , ~' ,I>.,. , ~' ,I., , ..' It.. ' ~' It., , ''',. , Co,' ''', . "', ..., , ",' , "',. ,...., "',' ..., , "'. , ,,. .. ~' ','.. ~' ','.. ~' ','. ~' ",. It. ~' ",... ~' ",. It. ~' ",. It. ~' ',' '" ~' ','.. ~' ',' It. " ,., "" , It." , ..,. , "'., , "..., . 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", ' . ,., ,'.., ,":' ",' ,.:' ",' ,,,,...,~, '. ". ,. ~' .",,' .i,' ,.." .i.' ,110, l~' ,Co,.,. ' . ',: It. CD(/) ~--.J ~--.J 0- NI LQs t'-W ~- ~> LO~ ~W >-0:: o::U 0(0 I-~ z~ WI- >0 ~....J (9H\ LINTELS AT ENTRY DOOR w/RAISED ENTRY \,5-2 J - 'Ilo., . '" ',. '" ' ,:. 8'-8" B.O,L. 8'0" A.F.F. ','. " / " . , , , - , , , "', ., 110,. , , " ",:' ','..: ~ . , "'., 110 ,,, ., "', , ,.. ,,~' ",. It ~ ' . , Co" , DOOR OPENING -, " ' , ' , ','", , ,,~ ' . , , , , , , , SCALE: N.T.S. o z O'l o C'0 N o Z 00 0 00 f- ....: r-:.. <( i ;m~ ~ ~ ::g LJ.. '" - C'0 l!') " cooNZ 0 ~~c::jwo -5 CC'0'~w ro ~...J~~f- ~ OLJ..oo:::l(3M . roO ~ f- - CD U)~OU~rI w n. <t :::l f- O'l .-10 O:::O:::.~ l!')n.:r:f-WO O'l<(o...U)UZ 0 o o \0 w I- :J 0 ZU1~L" o 0 .... L" - > I N U1 ...J [l\ III > m ~ ~ Cl w [Y] \0 ~ [Y] L" .A 0 I [lI...J[Y] ~ U1 LL .... Lf-~[(] <{ U1 D.. I ~~~.... .1- Z o o \0 o Z ~ ~(j'JlCl (j'JI- 0 Wf--(j'JW:::i OZ(j'J:::!<: O-I> ~::P:::s:(j'J <:",WD::~ lCl"';;:OO ~D::OOO :s:OwwU <(..1.-:J:----I1- D::Of--L5z 0:::iD::(j'Ji:i! ':2;;:~0D:: 2=':2<:~G C'J(/) LD6 C'J(/) ~> w 0:: l!') o " N U'- f-C'0 <(0... I..... 0 .,[') " <;t<( .-10 . ~ ~~ lLJ-I 0-1 Z<( <($ o:::~ 0lLJ Z...... lLJ(/) wO(Y) ~-IO ~ <( 0 z$C\J <:t: ......J 0.. UJ ~ 0::: U >- LJ.. Z Zf-O - <(Z- I- zw~ -U)> a oz 0 t5o<( :::lUO Z OZ[2 I- ~~g o...-LJ.. I ~~<i! wwO::: '-' a:l I ~ _ f-f-w Of-U 0::: Z:::l . >-00... >- <(:r: 0::: ~!::O 0.... z;S: U od:'O:::W a ..Jw~ o...zo U U)ZI -<(U) ~~:::l SHEET NO. 0... 0::: o U w ~ o I U) :::l C'0 o o N @ S-2 OF 25 LAST PLOT DATE March 02, 2005 DETAILS * DIAGONAL SPACED AT 15'-0" O.C. MAX =-- ~~~~ ,,\~, ~~ \ / ---= .~ ~ ~ ~ - -~) '\ -- -- );'- -BLOCKING ~~r-- " r:::: ~~ -~- - -- - '" MINIMUM 2"x4" "'----- CROSSBRACING (SEE PLAN FOR V ~ LO~;T~::SI /- PER JOINT (: . , W \ W ~ \_CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. ~ , I - '\ - - - , I 1 ~- (-I I ~-_... I " - ~ - ~ ~ \ - - 1 . - 1 -, . . . . I "'-_ I - -. CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBS FOR NAILING -. / 2 ,CROSS BRACING DETAIL (TYP ) \ S-3 I SCALE: N.T.S. X-BRACING - 2x4 SPF OR SYP _ w/ 2-16d @ EACH TRUSS WEB / 2M CROSS BRACING DETAIL (TYP.) \ S-gJ NOT TO SCALE - - G.C. TO PROVIDE BLOCKING TO COMPLY WI APA RECOMENDATIONS FOR SPAN RATING OF 7/16" 05B. * * ALTERNATE SPAN RATED 32/16 PLYWOOD MAY BE USED 20'-0" MAX 20'0" MAX "X" BRACE SEE DETAIL 2/S3-~ CONTINUOUS BOTTOM CHORD r BRACING 2 X 4 MIN. SEE DETAIL 3jS-3 1/ -----;; w r\ ) E ---- o ~~ /"-. q ---- o . .' ~ q o~ ~ ,...,~ ---- >< 5' - - --~ q o . ,~ ~ q o ~ :j ~ ,...,~ >< ~ 5' q ---- o . ,~ 0 o ~ ~ ,...,~ ---- t>< q ~a.: ~ ~~ 0- r--- w 0- w ~v ~ " 1\ / f1B'\/ ~ o z w n.. I / ~ L TOP & BOTTOM CHORD GABLE E~D BRACI~G @ 4'0" O.C. MAX, FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTLRER'S TRUSS ENGINEERlt\G CUT SHEETS FOR ADDITIONAL PERMANENT BRAClr--G THAT MAY BE REQUIRED 2) "1" BRACING MAY BE USED IN PLACE OF PERMANENT -. BRACIt\G PROVIDED IT EXTEr-..DS OVER AT LEAST 90% OF THE WEB. r 4 \REQUIRED MINIMUM PEF~MANENT TRUSS BRACING PLJ N ~ AS PER HIB 91 REV. 7/19/03 SCALE: N.T7 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" D.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 r\OT 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 FRAMIr\G ABOV~ T,~USS ~ ~ 2X4 BLOCKING MAY BE NAILED wi MIN. 2X4 STUDS & PLATES AT 20 O.C. /'i\\,BETWEEN EA. TRUSS (4) 12d WHEN IT LANDS EACH DIRECTION TYP. U.N.O. 2X4 DIAGONAL AT 8'-0" O.C. ..... A NEXT TO PRE-ENG. TRUS .-2x8 BLKING. NAILED @ EACH MAX & EACH END ALTERNATE...... SiDE w/ (3) 12d NAILS WHEN I I REQUIRED wi (2) USP MTW12 DIRECTION TYP.~ WI (14) - 10d X 11/2" EACH ./ "T \ L x 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 1-- \ COLLAR TIE v- EVERY 3rd '- ** ~~ RAFTER TB BEVEL CUTS / (OPTIONAL) ~ }- 2x4 SPF 2 (2) #7X 3-1/2" . ~ WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. Dg.......=;;;::--- 1 / PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOr CHORD AT ALL HAND FRAMED AREAS TYP. / - - DIAGONAL, - AT 8'-0" "-..... X ----- ........ MAX ~WOOD o!!." L. TRUSS X I 2X4 CONT. ATJr% W/~~CONC. MASONRY T & B CHORD W 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 J REV. 8/3/04 SCALE: 3/4"-1'-0" 9 , S-3 SCALE: 3/4"=1'-0" SEE PLANI../1~ -PROVIDE 2X4 MIN. BLOCKING AT ROOF 'xf <t OF HIP/RIDGE, TYP.BETWEEN TRUSSES SHEATHING WI (2) 120 NAILS EACH END TO TRUSS TOP CHORD TYP. 0{: 2X4 BLOCKlr\G- BETWEEN TRUSSES ~lA TRUSS \7A' , ~ ~~ ~~ HIP / ~'~,GT SECT. A-A G.T. ADD 2X4 ALONGSIDL- 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" D.C. MAX - , 2B\HIP/RIDGE BLOCKING DETAIL ~REV. 7/18/03 3/4"=1'-0" -~- ~ ~ ~ - -'^v- - EDGE VIEW 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S,B. W / 2 - Sd EA. END - WHEN REQ'D RECESSED PRE-CAST LINTEL S" 0 BLOCK TIEBEAM_ WI 1#5 REBAR U.N.O. 1 NOTE: MAY CUT BACK 2xS P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS TO 2x8 -.-J -.-J ~ ::J ~ U I- o ..., o l- n.. ::J I I I I I I "" I"'J ~ I I I I I I I I I xS P.T. WI TAPCON HW4-23 (1/4"x2-3/4") @ 12" O.C. MAX g: / ~ 2x8 W/ (2) 16d TOE NAIL EACH END 7/16" OSB WI 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x4 SPF CONTINUOUS BLOCKIN ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE 10'-11 %" MAX WINDOW OR DOOR OPN'G - (10 \ DET. @ ARCH WINDOW FRAMING \2:9J CMU WALL 3-17-04 SCALE: N.T.S. PRE-ENGINEERED \OVERLAP TRUSS BRACING 6" WOOD TRUSSES AT LEAST ONE TRUSS SPACE OVERLAP INTERIOR ~ /A FASTEN TO 2x8 ----./ w/ 16d @ 32" O.C. I ~ MI~IMUM (2}16d PER 1OINT\ r ~MINIMUM 2"x4" SPF OR * SPACED AT 15'-0" MAX SYP TRUSS BRACING GARAGE Il. FASTEN TO 2x8 A w/16d @ 32" O.C ./V ::> V"J ~H:~ ~1---~~L~;b'R ~~B~~rlrOl~2" O.C. MIN (4) BOLTS REF: POURED CELL - ~r--- ~ CMU wlr{<TERIOR TRUSS BRACING OVERLAP ~ DETAIL (TYP.) S-3 PLAN VIEW ri3\ FRAME ENTRY TO BLOCK DET. ~ SCALE: 1/2" = 1'0" SCALE: N.T.S. -~- ~ 7/16" O.S,B. EA. SIDE 2X BLK'G. TO O,S,B. W/ 2 - Sd EA. END ~ - -"\r "- EDGE VIEW SEE 6/S- FOR CONN. (3) 16d- \ COMMON , NAILS(TYP) ~ ---.. 1\: /" ""---HEADER PER LOCATION '//. \. " ~/; /.;!{~ ~~r \ z; ~/f ~ ~ i7 /16" OSB WI 6d NAILS @ ~ \. ~ ~ 16" O.C. TO SIDE & TOP NAILER" ~~ ~ 2x WI (2) 16d TOE NAILS ~ I EACH END TYP. 1\ 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB WI (2) 8d NAILS. SEE DETAIL ABOVE 7'-0" MAX WINDOW OR _ DOOR OPN'G / 11\ DET. @ ARCH WINDOW FRAMING ~ FRAME WALL 3-17-04 SCALE: 1/2" = 1'-0" W l.L.~0::: '00:::0 W l.L.l.L. ~~~~ ~-O::J UJ x~o:::o () O::Jl.L.U o:::ozU I- CL"",W< O CL""'~I- <0<0 Z WO:::I-z O:::l.L.w W <zo:::O ow<o (!) 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N LD6 U........ 1-('1) <CL C'\lCl) 1'-0 --1> LD........ <t< ...,0 W '~ 0:: ;g~ <.0 (f) W......J ~ ~ -.J O......J UJ 0 ~ 0::: -.J z<X:: () >-l.L.z ZI-O 0 <($ - <z- - zw~ :c I- -(/)> I o::~ 0 OZo C\J ~O< Z ::JUo L.() $ <.9W OZ- OW 0::: Zr- I- o:::~S I n..-l.L. I'- LLJ :r: wO:::-.-J wCI) 0:::3:< wwO::: ~ - (!) COIl- > wO(Y) - 1-1-65 Ol-U M ~ ......J 0 0::: Z::J J- >-O~ L() ~ <( 0 >- <I 0::: (f) ~!:::O Z$C'J Q.. z3:U ~ LLJ :so:::w 0 w~ <t: CLZO 0::: ......J () (/)ZI >- 0.. -<(/) 2=~::J 0::: () SHEET NO. CL 0::: 0 5-3 0 <D U w ~ J- ~ 0 OF I Z ~ (/) 25 ::J ('I) LLJ 0 J- 0 > LAST PLOT DATE N @ 0 March 02, 2005 Z -.J DETAILS - ALTERNATIVE WHEN TRUSSES RUN PERPENDICULAR TO WALL (2) 16d NAILS EACH EN 0 USP SUH24 EA END 2x AT EACH TRUSS -r DOUBLE 2X TOP PLATE CORNER USP LSTA12 w/l0-l0d NAILS B B A (2) 6d NAILS T&B @ 16" O.C. PLAN VIEW A-A (2) 2x4 HEAD OR SILL MIN (2) 2x4 SPF VERTICAL STU OS r BOTTOM OF TOP CHORD $- 2x4 @ 16" O,C. (4) - 12d NAILS TYP U.N.O. BOTTOM OF r BOTTOM CHORD $- SEE $- ELEV USP JUS24-2 ,. . ..,.. . ....... . ... .... ' ~" a., 'I J ... . ',.... . ......, . ''''', . ., It, . ......... . ',.... ' .. ." .. ... .,. , ... ." .... "" ~ ...." ,.,....~ .. tI' ~ ... . ....... ...... . ".." ...."..' .... ,. . ',.... . .,...... ..~" ,.,.....~" "".. . ....,. . ....,. . 'I ~..... '01' "~d ,. ... .,..... . ',.... ..~ ' "~..~., "".. PLAN VIEW B-B SEE FOUNDATION PLAN FOR FTG REQUIREMENTS 2x4 P.T, CONT. wi 1/2" DIA A.B. @ 48" O.C. & EA E D. SECTION AT BUTT-JOINT GLASS WINDOW FRAME CONNECTION NO. 14 FLAT HD WOOD SCREWS @ 3" FROM EA END & 14" O.C. (3 SIDES) MIN. 11/2" EMBEDMENT SCALE: 1/2" = 1'-0" MASONRY CONNECTION 3/16" TAPCONS@ 3" FROM EA END & 14" O.C, (3 SIDES) MIN. 11/2" EMBEDMENT \1 TYPICAL FRAME: 0.187" x 1.75 x 1,125 THICKNESS = 0.062" '\" wi EPDM RUBBER WEDGE " " " " " ~ " ~ , SQUARE JOINT PLAN I 1 SEE FLOOR PLAN I t, I 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 ~i;tC' TEMPERED ELEVATION BUTT-JOINT GLASS WINDOW DETAIL v = 120 MPH FBC 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 ], I : . , I " ' lOd @ 8" O,C. STAGGERED EACH MEMBER (TYP,) 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 OPENINGS 6'-0" TO 12'-0" WIDE FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SYP SEE PLAN FOR ADDITIONAL SECTIONS REQUIRED (2) 10d TOEr\AILS OR (2) 16d ENDNAILS EA. STUD NOTE; SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES 5CAlE: N.T.5. T'YP, 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 ~:... . r r: , I " ' (2) 2X12 NO.2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLANS BOTTOV1 OF HEADER TO BE AT OPENING HEAD HEIGHT (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" O,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 A~D USP SPT24 EACH STUD (2) 10d TOENAILS OR (2) 16d ENDNAILS EA. STUD NOTE: SEE PLAN DETAILS FOR CONNECTIOr-...S THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES T'YP, FRAMING '6) WINDOW OPENING 5CAlE: N.T.5. 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NAIL w/l0d @ PANEL JOINT AT USP SPT24~ I _______3" O.C. EDGES STAGGERED 48" O.C. MAX @ EACH STUD V & 6" O.C. INTERIOR - EXTEND TO ROOF SHEATHING :______ 1/2"x 12" A.BOLT 6" FROM ENDS 2x4 ~,PF STUDS THEN 32" O,C. - OR 5/8" w/8 1/2" @ 16 Q.C. /EMBED WEDGE BOLT 6" FROM ENDS USP SPT22 ___ / THEN 32" O.C. WI#3 PT SYP @ EACH STUD ~ BASE PLATE . .. . .. . '" . .. . .. . c . ~....~..i.~~.~"'~~"'_".J."".' .Ibo. SEE PLAN FOR DIM , . , . , . " . " ,,', ."', . .4,.~~..4.~~".t~~ . '" .... . ".. ..... =3 ll'~'." '~,~':~,.~~,.~~,'':''7,'''-'7..''-P N ~ ., . l' . ~" o~... . ~" ..-1 ~ .. I .. , .. ,-;-...., 4"l 16" l;1--- SEE FND. PLAN "II ,. FOR FOOTING SPECS. _ TYVEK ~V(!TAR PAPER WRAPPED 6" , UP EXTERIOR FRAME WALL AND SEALED BY TYVEK INSTALLER DECO FINISH WI / STOP VULKEM CAU LKED TO v---- TERMITE SHIELD ~ TERMITE SHIELD Y ~:'.,',,",.:'. ;:",:",',,"..:,,;.::.;,;;-- "> ~.; ," ',,:: "-; ,'~ "> ~.; ... "'., ~/ '.;.'" " ~ , '. h" , '-"" ' "'~' , ~, TOP SPLICE DOUBLE 10d 2"x TOP PLATE -./'8 L1/4" MIN. SPACE K~. . K~. .. ~~ <<1" 11/;1,: ~~- 1 v ~- 2"x STUD @ ~ 24" O.C. MAX. 2 ROWS 10d @ 6" O/C .J../ LSTA12 EACH SIDE @ EACH END OF WALL /" '\ 2"x P,T. PLATE-......, '5< , , '~ '; ~ ~ ~ NOTE: PLATE LENGTHS MUST BE V AT LEAST 8'-0" LO~G. TYPICAL "-,' "',"! \-BOTTOM SPLICE OVER STUD , "" ~ " '" ' '. ." ,.'~" ., ',," ,,~" .. -.,"' ~'~ " '\, . " ' ~-"., ' ~" ,- , "'- '~ .. ." TYPICAL INTERIOR J 3 ,N IN-Bt=JlRIN.G, \ 5-6 I SCALE: N.T.S. KtV. l-.:S-U.:S A~ __ EXT. FRAME WALL (20 \TERMITE DETAIL \..5-6 J N.T.S - - .- ,/ TOP PLATE SPLICE DETAIL lSCALE: N.T.S. J 5 \ 5-6 - 2 - S.P.F, CONST. GRADE TOP PLATE SPLICE MIN 48" APART, ~." ~ ;~ ~ - '= -;; I;:~':~" -11- ~ -;;' -~'i II II 1111 \ ~I II II _;....11)11 II III~ III II II II .lll- O?E\ING III II II II II II ~1I1 ~,,1I1 II II II hlr \ - III II II II III - Ir- " - III II II II II III I II III 1= 'h dl = !b =JI, III I II IIi FLOO~ SYSTEIA ~/8" "S" = NAIL 3/8" 0, SPACING 01 ~,~ - 3/4" 1:"~ ~ ~1/2' / . ~S~ ~ 'J5\.,. -I I ~ r\ 1/~"1 / ~;-!--r--o-o _ / ...... ;'--.-+-cr:~,L_~ SINGLE NAIL EDGE SPACING DOUBLE NAIL E6~E iI=A'ct~ .- INTERIOR SHEARWALL @ TRUSSES (18'STEP-DOWN. WALlL TO TRUSS \ 5-6 / NO SCALE REV. 9/30103 AS ~ SHEAR CAP. 500#/L1N. FT. II II II ~II II II II II II o NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL II II 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL 1111['\ II -... @) NAIL OPENI\G PERIMETER @ 3" O.C. W/8d COMMON NAIL ~ II II Q) NAIL INT. AT 6" O,C. W/8d COMMON r\AIL II II CD STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. "JL W/8d COMMON NAIL ~: CD NO SPLICE @ HEADER - "AIL SHEATHING TO HEADER W/8d COMMON NAIL@ 4" o/c 2x4 P.T. BASE PLATE II I --.Jl IlL...ll. '- 2x8 P.T, S LL PLATE ~ (2 STORY ONLY) ----- , 7 \ 5-6 ,WALL SHEATHING INSTALL. & NAILING SCHED. J~O SCALE REV. 02-1104 MD - 12 -;;:vD\l SEE E L EY ~(TYP) . P.~E.E\GI\EE~ED WOOD nUSSES@24'0/C ~ L?LiFT CO"'JECTD~ (SEE SC-IEDULE) ! r DOUBI_E 2"x4" ~OP P..ATE L "i / 2"x4" STLDS @ 16" O/C 5'esO' 5". [A no; :~~"~ C<CT ^' ':"mo A?A RATED STRLCTURAL SHEATHING -./ ~ ~I'J 7/:6" FASTE"E:) TO TRCiSSES W/ fe. 8d CO~"'O'< W~""E r>A LS @ 4" O/C 8D~NDARIES 6' O/C EDGES & 8" O/C FIELD __ .I ~ S,lAPSO'; SP1 @ EA STLO ~ 2'x n ?LAT~~ ~l ~ ,""AI" S?A'< ROOF TRuSS 1/2" X 8" "J" BOLT@ 24" O/C V:AX-' , / U?LlFT CO\"EC~O~ 8'X8'X16' K.D. BLOCK W/ 1 #5 CaNT,../" (SEE SCHEOUcF) A'<O FILLED WI 2500 PSI CO\C""ETE / - 1 #5 VERT. ,r> CO'"C. FILLED CELL --.J .- W/ STD. 90 HOOK 1\1 KO. BLOCK _ PRE ENGINEERED WD TRUSSES @ 24" O.C. INSULATION BAFFLE BATT OR BLOWN INSULATION MIN. R-19 TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHI~GLE ROOFING FELT APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE , 4 ,KNEE WALL ABOVE MASONRY WALL DETAIL , 5-6 J SCALE: N.T.S. 12 I ~~ : '^ lIlIlIlIlI 71 7\ II 7\ lIJf\ ~\.. ,,~ Itll1.l .. .. ..x 1/2" CEILING BOAR~~ l 3/4" P.T. NAILER ~ ./ 1\ 1/2" DRYWALl.: _ I~ ..,... CURTAIN NAILER 1 X 4 P.T. @ WINDOWS 1 X 8 P.T. @ S,G.D. PROVIDE BLOCKING @ / BEARING TYP. SEE 9/S-3 ..uu __un_~ TRUSS/JOIST/RAFTER ~ :~SEEPLAN ~ 2 - 2"x4" TOP PLATE ~ CONST. GRADE SPF ~ SPLICE MIN. OF 24" APART ____SiMPSON SP 2 W/6-10d TO STUD & TO TOP PLATE 2" X 4" SPF STUDS @ 16" O.C. W/SIMPSON SP 1 & 2 EACH STUD SIMPSON SP 1 W/ 6-10d TO STUD & 4-10d TO BASE PLATE 12 PRE-ENG. WD TRUSSES @ 24" O.C. ; 15 INSULATION BAFFLE ~ BATT OR BLOWN INSULATION MIN. R-19 ~~l TRUSS AI\CHOR (SEE PLAN) : _ FIBERGLASS SHINGLE : ROOFING FELT ~ II /I. /I. II. II. II. II. II. /I. 71 ""~~.- SEE ROOFI~G SCHEDULE I~)..J.~~~ 1/2" CEILlNG'BOARo---l ~. ~-~ MET~L DRI~ EDGE - USP SPT24 AT TOP ~ "- AND USP SPT22 AT BOTTOM ~ "--- '-- ~2" X SUBFASCIA 1/2" DRYWALL ~ ~ CO NT. 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 WI EACH . NAIL @ 6" O.C. PLY ATTACHED WI (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. SEE 26/S-4 OR 27/S-4 v: ALUM FRAMED WINDOW wi SCREEN FOR MORE INFO @ OPENING NOTE; 40" MAX. SILL CEMENTITIOUS DECORATIVE FINISH HGT. ON ALL BEDROOM 7/8" THICK PER ASTV1 C-926-98A WINDOWS. 2" X 4" @ 16" O.C. (2) 2 x SILL~ W/2-12d EA, END WI APA RATED 1/2" DRYWAL 7 STRUCTURAL SHEATHING (MIN. 7/16") NAIL 3" O,C, TOP & BOTTOM, 4" a.C. R.ll F.G. BATTS S-6 SIDES & 6" O,C. INTERIOR WOOD BASE ~ ~ P.T. 2" X 4" #2 SYP BASE PLATE ~ ~ "~ w/l/2" X 8" A,B. OR 5/8"X7" CONC SLAB~ ~ LlQj WEDGE BOLT, w/2" WASHER @ 6 X 6 10/10 Ww.M'1 ~ ~~ 32" O.C. MIN. 6" FROM END '- ~ -GRADE 6 MIL VIS?UE~",.. ~.,:, .:.'-.3~ _ ~O'p OF "LAB -+ TREATED~';:.:;~;<""::>; N ~1!5 0 CLEAN FILL! ~~':;,..~ '" gffi N , "'- SEE FOUNDATION PLAN ---------- ~ ---------- -----...,..1 ~ METAL DRIP EDGE [J~ ~ --............ ~ ~2" X SUBFASCIA A'-..-.... ~CONT. VENTED ALUM SOFFIT "- 8" X 8" X 16" K.O. LINTEL BLOCK ...O.H. W/l #5 DIA. REBAR & SEE ELEV. 3000 PSI CONCRETE PRECAST "U" LINTEL WI 1-#5 CONT. IN 1"011I 3000 PSI CONC. @ OPNGS. 6'-0" & OVER. ~PRECAST "u" LINTEL ALL OPENINGS L.-::: UNDER 6'0". ~ ::--- FILL CELL -1 #5 DIA. REBAR WI 3000 PSI CONC. 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 ~ PRECAST CONC SiLL 1 X 4 P.T. BASE NAILER l0 8" X 8" X 16" CONC. BLOCK WOOD BASE CEMENTITIOUS CO~C SLAB DECORATIVE FINISH ~ L- ~ FTG. DOWEL #5 DIA. REBAR SEE FOND. PLAN ~ 7" IN FOOTING, EXTEND 25" (ACI 530) ~ , ' ABOVE SLAB. ALL LOCATIONS 6 MIL ViSQUEEN ' . SHOWN ON FOUNDATION PLAN : , , III'" FGRADE : , . ';' l"','.:"~ .,:... . ';., '. - _ _ _ _ _ TOP_OF S~B~ ~~::~EF~LL :' '.. ~ '.J! ':' . ,.~ \.P . ...;~. ..'.:;....\ : .: ' I 1/2" x 6" A307 A.B. OR ~ 5/8" x 7" SIMPSON TIT EN HD I/THREADED ANCHOR W/ 5" MIN. EV1BEDMENT W/2" WASHER @ 32" O.C. MIN. 6" FROM END W/P.T. . ' . ' ~., .., ~2'B:YP BASE PLATE ~',,!'~.;~--r."'<'J~,t. I! :J '~:)'~-:--:'~-'~f''-.-'- = J ,,, ~~ 4 - -;- ~ J ' ~ , ',. 1lI., , ',. 1lI... . , '0' . '0' , . ' II,. ,II II 1111~ II~ ....'" I. '\ 16" W/2500 PSI CONC. I. W/2 #5 DIA. RODS ~ .., MIN. LAP 25" (ACi 318) _ INTERIOR BEARINGsEE FOUNDATION PLAN J14),w/UPLIFT , 5-6 ; 8'-0" ;;:.;; MAX, ,. ",';' .... L.....! . SEE FOUNDATION PLAN -9' TYPICAL WALL SECTION J 'Ex I ~RIOR FRAME \ 5-6 8-12-03 REV. AS, SCALE: 1/2" = 1'-0" ~ 8 , 5-6 ,TYPICAL WALL SECTION CONCRETE BLOCK J SCALE: 1/2" = 1'-0" REV. 6-9-04 MBL - ~O SCALE REV. 8/14/00 PJM UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW) 1 (EACH CONNECTOR) EACH STUD - 535 LBS. PER TRUSS lJJ <-) I- a z lJJ ~ ~ a a l.L lJJ n:: <t: ::) o (f) W ~ l..L.<(0:: '00::0 W l..L.l..L. ~W"",I- o~Z ~-O::) X~O::O o::)l..L.u O::OZU 0... W<( o...~~1- <(0<(0 wO::l-z o::l..L.w <(zo::O ow<(O W~(/)O I-~ZZ o 0<( ::)w-w DO::(/)~ (/)<(z . W(/)W<(Z c..:;Jz~ttQ <(0001- 5 (I; 0:: I-(] o~O~::J l..L."",C2Uo... w~wOo... O::Ol-ffi<( <(-l~ -l ::) -l . 0:: -l D(/) <( (/) 0 ~ O::-l......> -lW::;:!O>- -l>:::;ZO:: <(0)<(0 ~~~:Q' 'IO@ ~'u~~<(CO ~ ~ Ci: [1] I tJ) ~ 0 (l)COo...~ ~ c fa 0 - 'OJ) u:: -l ca.- -:.J .....J ~~~ClJ <i: O..,w 0:: "C U l- E ~ ~~ ~~ ~ ~ ~~ -l('l)[x P)X7"....w ~~ oLt c..:;JN ('I) ~ z('I) ('1)0 . _~ <(-l ('1)('1) 0:: l..L. N N o . 00 ~ r.-- u) ~ gs gs ~ ($, li')0 r-:..r-:.. ~D-OO ~ (9~ Ol<( ~~ W ~ CJ I ~ ~ Z 1-. (/) ~ lJ) - c..:;JZw <(e,g..1 (/) ~ Q 0 0:: N lJ) (/) . 01-0 O~::It Z ffiz(]u w~~Li 0 W<(-c..:;J II::It I- ~t0':!::z I-I-...lui :J c..:;J0::S30 0::l..L.u.Q. ....I ZWD--l 00.. 0 WOz(/)S(/)l..L.Z~rs (/) W (/)ClJZOO 0 Z I::)zwQ:Ji=ZC:: 1-0::5I(/)<(0:::=::J <-" 6Zo...l->w~Oca (/) <( IW(/) c:: . I.LJ t0w~~O::O~ca: c wgo::~('1')Zo::",,:LlJ ..., row::) 0<(::)....0:( ..... W-lI-~~OI-...lJ: Q I>Uo... wUct:O ;:;::: 1->::)~IZ::)c:(- 10M O~g:O~~g:o:E 0 I-~(/)U~(/)(/)DD Li . Ol o ('I) N o Z 00 0 00 l- e.: ~ <( i ~~ffi~ ~ o l..L. ~ . - ('1') u') c::5 N ClJONZ 0 lli,~c:JW~ c ('1') , -l W ~-l:;~1- ~ 0l..L. 00::) <('" 'ror-:..I-~r..o (/)~OU':!::'" w a. ~ ::) I- Ol "'0 O::O::.~ li')a.II-WO 0 O)<(D-(/)UZ ;;:1 o o IJ) W I- - 0 ~ ~ Z ,... t' o ci ,... t' - > 1 N U1 ..J ID Ln - OJ 0 I > IJ) ID o W M IJ) ~ M t' .A 0 I Q:I..JM I Ul l.&. ,... .AI-~DJ ~ Ul c. I f- W ,... ~ ~ .f- Z o o IJ) o ~ ~ u;~~ 0 Wf-(/)W:::;j OZ(/):::!<t o-:r:> ~:2't:$:(/) <t",wo::~ "....,~Oo Zo::ooo ~owwu <tl1..:r:....Jf- o::of-1'5z O:::;jo::(/)~ ~;;too:: ~~<t~B Lf) C"J(/) 0 "- N LOB u...... 1-('1') <(D- C"J(/) ~o ~> li')...... ~<( ",0 W '~ 0::: i3~ (0 (j) w-l ~ ~ ~ --.J 0-1 w 0 0:: --.J z<( U >-l..L.z ZI-O 0 <($ - <(z- - ZW~ I :r: I- -(/)> o::~ a Ozo C\J ~o<( z ::)uo LD $ CJw ozC2 oWo z~ I- o::l--l I D-~l..L. I"- llJ I wO:::-l WC/) o::~<( WWO:: ~ - ~ ClJII- > wO(Y) I-I-~ - Ol-U ~ ~ -I 0 n:: Z::) . I- >-00... LD ~ <( 0 >- <I 0:: (/) ~~O Z$ N CL Z~U ~ llJ ::5O::W a w~ 5 o...zo 0::: U (/)ZI >- 0.. -<((/) ~~::) 0::: () SHEET NO, 0... 0:: 0 5-6 0 (0 U W ~ I- ~ 0 OF I Z ~ (/) 25 ::) ('1') llJ 0 I- 0 > LAST PLOT DATE N @ 0 March 02, 2005 Z --.J DETAILS - HEADER ANCHOR NAI LED TO TOP PLA TE~ , HEADER & JACK HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS SEE SHEET S-7 A FOR ADDITIONAL S-7 DETAILS NOT SHOWN STRUCTURAL NOTES 2 X 4 WALL 2 X 6 WALL NO, & SIZE OF RAFTER TIES EACH END 6) WOOD: 6.1 WOOD STRUCTURAL FRAMING 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 CONSTRUCTIOr... GRADE -SPF STD & BTC -#3 SYP PT -SPF STUD OR CONSTRUCTION GRADE -SPF STUD OR CONSTRUCTION GRADE -#3 SYP PT OPENING JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END HEADER SIZE & GRADE (3) (3) (2) (3) ~ SEE SCHEDULE ~ ~~' 2-ROWS 12d NAILS STAGGERED @ '" ~~~~~ 12" O/C EACH FACE OR 3-ROWS . ~ ~~ 12d NAILS STAGGERED @ 12" O/C .' ~ ~FOR~ 2"xl0" OR GREATER HEADER r---. ,J,' ~ . . l~ ""'............ ~ ~ l' - 4' (1) (2) 4' - 9' 9' -16' REFER Tu 26/S-4 OR 27/S-4 * WHEN STUD 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.) ~L - I , USP HTT16,~ :: w/l!H6d NAIL~ .- (2) (3) (2) (2) .....:v V SINGLE OR 2 PLY ~:: GIRDER TRUSS " " " / :: - USP L TS20B 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 SHEATHlt\G: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPA~ RATED 24/16 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 RECOV1MENDED 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 (1) (2) (2) 2X12" 2SYP (2) LSTA 30 'f' 1\ ~ ",-V i' 2-2x4 SPF TOP PLATE (3) S.Y.P. 2x4 w/l0d @ 8" O.C, EACH WAY '\ DOUBLE 2 X 12 NO.2 S,Y.P. L HEADER W/ 1/2" FLITCH PLATE OR WI85 JOIST HEADER. (U.N.O,) /5/8" ALL THREAD ROD WI :: SIMPSON SET EPOXY - BOLTS WITH 4 1/2" EMBED TYP ( 8 1/2" EMBED WHERE STEP DOWN OCCURS) INSTALL PER MFG. SPECS. -- \ FILLING AND BLOCKING AS _ REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @16" OIC UNLESS NOTED OTHERWISE ~ NOTES: TRUSSES V1UST 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 ~ HIGH UPLIFT FRAME WALL f5E.l\GIRDER/BEAM CONN. \ J ~O SCALE '- UPLIFT CAP.: w/ 2500 PSI CONC. = 1750# - GRAVITY CAP @ BUILT-UP COLUMN (3) 2x4 SYP @ 8'0" HT.=5175# 1, PLYWOOD A:\D SIDING: ( FIELD) USE 8d NAILS @ 12" O,C. ( EDGE) USE 8d I'\AILS @ 6" O.C. 2. GYPSUM: ( FIELD) USE 5d NAILS @ 10" O.C. ( EDGE) USE 5d NAILS @ 7" O.C. @ (--~:~mnm~~n_m----mm~~~4' ,.;: -@ I ' ~r;n r I , I I ' ~h' I I / ~ , I 5 FT.:-----4fi.uuuu---ev----uuuuJ /' : 5 FT.: 4 FT. (2) ", CD :@ @ [- - - - - - - - - -~ - - -- - -~~~- -~""'~,:@") FT :-4-FC@-----/;-- r-~-~'@-4~ @ REV. 3/20/03 MJB REV. 10-28-03 AS. ."'~ -::::-~ (2) 10d nails @ 8" a.c. , 4'_O"TO TRUSS TOP CHORD I + PLYWOOD i~~ SHEATHING : +~ ! IRUSS · /: : '4~~~..1"4l LINE OF ROOF : LM ~n' ---"" f.ti IJ +~+: BEYOND ~EACHTRUSS ./ +~+ CONNECTOR,/' ~) ~II .'\ +~ 2X FACIA SEE L1NTE~ . ~ "\2 X 4,,~,<?F~T""-i3) 10d SCHED. FRAMING @ NAILS 2'-0" O,C. TYP, USP RT3 EACH STUD 2X4 P.T. CONT. WI 3/16" DIA. TAPCONS @ 16" O.C. W/ MIN. 1 1/2" EMBEDMENT ROOF NAILING SCHEDULE: NAILING ZONES 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 I'\AILS @ 4" O.C. ON EDGE GYPSUM CEILING: USE 5d NAILS @ T' 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 ~AILS D: CLIP HEAD GUN NAILS ~~ l~ "::h:;;'i,lM ~ 2 X 4 P.T. "::' I d n L ~ ~, 0" ,^ C-' CONT. > U~'W PRECAST"", ',.~i].,"~ ~ 7/16" O.S.B. ~iJ1 SHEATHING . /' ~ 2x8 @ 2x8 CONT. ~ ~. 2'-0" O.C. TOP & BOTTOM SIM. r 24 \ \V - ~ 19\ SECTION DETAIL @ ENTRY , N.T.S. - EPOXY ANCHOR WI 81/2" EMBED. INSTALL PER MFG. SPECS, _____ No, 2 P.T. 2x4 ~ BASE PLATE "-'"" ~ Af1d@3"0.C.TYP. EXTERIOR STRUCTURAL rlHEATHING (MIN, 7/16") /" - I 26"\ SECTION AT ROOF EXTENTION , ABOVE SGD N.T.S. REV, AS 4-6-04 - , 6 ,HEADER OPENING , J NO SCALE REV. 1-27-04 AS UPLIFT CAP. AT HEADER 1 STRAP EA. END - 1255# ~~ ~ () ( ) ( ) ( ) ( ~/ , -" "" G.C. VERIFY INTERIOR ~ ~- 1/2" GYP. BOARD OR 2x STU;;; ~ EXTERIOR STRUCTURAL ~ SHEATHING (MIN. 7/16") ~ VERIFY WI PLAN ~ WI 1/2" ANCHOR BOLTS -----, 6" FROM END OF EACH ~ SILL PLATE. .--... SEE 6/S-6 r30\EXT. FRAME CORNER "--J SCALE: 11/2" = 1'0" ~ CliP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE SIM ~ [FOR GABLE CONNS, TYP. ABLE. TRUSS ~ ~~~I~S,~ _ V,12d COMMONS AT ~LAN , '\. 6" O.C. MAX TO LEDGER ~7 " or--- V 0 2X P.T. CONT. T & B o / W/ (2) 12d COMMONS >< EACH STUD SEE TRUSs--. r- ' - PLAN L. - L-------2X4 P,T. CONT. /r- Lt, - __ W/ 1/4" DIA TAP CONS W/ 11/4" MIN. CMU WALL~ ~ I = EV1BED AT MAX 12" O.C. [MIN (2)] SEE PLAN r- I _ T&B r- 1- .......~ ,,-----7/16" O.S,B. SHEATHlt\G ~I"",---- _, W/ 8d NAILS @ 6" O.C. p,'fI1,..... ~~ EDGES & 12" O.C. INTERMEDIATE r- '- r----.- t-- I _I --- t-- 1- .. t-- I _ -2X P.T. @ 2'-0" O.C. MAX t-- I - NOTCHED T&B @ LEDGER r- - TOE NAIL TO LEDGER := I = W/ (2) 8d NAILS r- I -\it f- I .~;t1 t:Lt ><. j 24 ,TYPICAL BUILD OUT DETAIL ~NTS I STUD ANCHORING: I STUD TO TOP PLATE: USP SPT4 W/ (6) 10d X 11/2 OR USP SPT24 WI (6) 10d W/ 6 -10d X 11/2 I 2 X 4 SPF 1/ I AT 16" O,C. //1 STUD TO BOT PLATE: USP SPT4 OR SPT22 W/ 6 -10d X 11/2 ~~i ~~..Il'",. ~ 1/2"X8" 1=1..: '--- ANCHOR BOLT - ,. - @ 24" O.C. 7/16" OSB W/8d COMMONS @ 6" ON EDGES & 12" IN -",,- FIELD ~ 2 X 4 P.T. LINTEL - ,/16 , ~ 8" CMU WALL KNEEWALL @ ENTRY N.T.S. W lJ..~0:: '00::0 W lJ..lJ.. ~i!5~~ ~-O::J w x~o::o () O::JlJ..o f- o::ozo o.."",w<t O 0..""'~1- <to<to Z WO::i--z o::lJ..w W <tzo::O f,.., ow<tO '-" W~(/)o __ I-<tzz f--.... 0 I- 0 <t O ::JW-w oo::(/)"'" <t Z "'" . o ~(/)w<tz LL ~z~8:Q <t0001- w bU5O::I-<5 0::: otiJQ~:J <! lJ.."",0::00.. 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O'l o ('I') c;< z ~ QI co I- ~ 25 (/)t t~ i\ LD E '<to::O::: 0 o xWO 0 ~ <t~ ~ N g (1) - N' roON 0 OJ I'- H~ -C OJ)N N Q u c ('I') , -l u.}~ro ~-l~C21- OlJ..CO::J<t.-1 , , I- 0 ,.... . rol'- -""" (/)':'::00!:!::.-1 . D.. '<t ::J I- O'l ~ .-100:::0::.<t LDD..II-WO 0 O'l<to..(/)OZ ," .....: ,;. o o Ul W I- :J 0 Z U1 ~ t' o 0 r- t' - > I t\1 U1 ..J []'I III - OJ 0 I > Ul []'I OW[Y]Ul ~ ,..,., t' ~ 0 L'J I c.. I ..J [Y] U1 U. ,... I I- ~ [Q ~ U1 a. I ~ W r- ~ ~ .~ Z o o Ul /2"X4" STUDS TYP. rUSP HTT16 WI (18) 16d NAILS AND A 5/8" EXPANSION ANCHOR WI 6" f: EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN ,,~P.T. BOT. PLATE 11 ,WALL HEADER DETAIL I SCALE: N.T.S. O,o~ ;V; It;, HOLD DOWN CONNECTIONS Q 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. K. ~ ~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) (3) S.P,F. 2x4 w/l0d @8" O.C. EA. SIDE o z w ~ Z VjCQS2 0 Wr-(/)W:::J oz(/)=,-< OO-I> z~t::3:(/) <",wo::~ ~'"'~Oo ~o::ooo 3:PwWU ctCL .....If- o::ofl=~z O:::Jo::(/)~ (/);;:Woo:: I(/)t:Z:J I-_<<U LD C'\JCJ) 0 "- N Ln6 U"- 1-('1') <to.. C'\JCJ) r--o ~> LD"- '<t<t ..-10 W '~ 0:: ;g~ c.o (f) W-l ~ ~ .....J 0-1 w 0 ~ 0:: .....J Z<( U >-LLZ zl-O 0 <($ - <tz- - zw~ I f- -(/)> I o::~ 0 ozo C\J t30<t Z ::JUO L() $ (!Jw oZo::: oWo 0::1--l I zl- f- 0..t::lJ.. r'--- LLJ I wO::-l W(/) O::~<t LUWO::: ~ - '-' COIl- > wO(Y) - i--I-~ Ol-u ~ ~-IO 0::: z::J . I- >-00.. L() ~ <( 0 >- <tIO:: (/) ~t::0 z$C\J 0.... z~U ~ LLJ :so::LU 0 w~ :s o..zO 0:: U (/)ZI >- 0.. -<t(/) 2=~::J 0::: 0 SHEET NO, D- o:: 0 0 c.o S-7 0 LU I- ~ ~ 0 OF I Z ~ 25 (/) ::J ('I') LLJ 0 I- 0 > LAST PLOT DATE N @ 0 March 02, 2005 Z DETAILS .....J - ~ TIE-BEAM FILLED CELL WI #5 VERTICAL .. (5) 1/2" DIA. x 8" "J" BOLTS PRECAST LINTEL 2"x6" P.T. WOOD JA 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 WI 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. 1/2" X 8" A.B Wj2" WASHERS SET IN TYP. FILLED CELL MIN. 5 PER JAMB. ~ 0 0 .-I L SECTIONAL .-I 0 OVERHEAD 0 DOOR 7 .-I .-I "f .-I 12}- GARAGE SLAB "f .-I @ ~ CX) P.T. # SYP 2" X 6" OVERHEAD SECTIONAL DOOR TRACK WI 3{8" X 11/2" STEE LAG BOLT WI WASHER. MIN. 6 PER TRACK TO JAMB. WALL AROUND GLASS BLOCK- THIS is NOT A FRAM E EXPANSION STRIP ~ CHANNEL PANEL ANCHOR ATTACH W/(2) 1/4"x2 1/4" TAPCON SCREWS WjWASHERS @ BEND-EA. HORIZ. REINF, HORIZ. REIt\FORCING INSTALLED PER MANF. INSTRUCTIONS MORTAR JOINT HOLLOW GLASS BLOCK GLASS BLK. PANELS SHALL HAVE REINF. IN THE HORIZONTAL MORTAR JOINTS, EXTENDING 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 INTERVALS NOT EXCEEDlr-.G 8", OR THE EQUIVALENT APPROVED BY THE BUILDING OFFICIAL. GLASS BLOCK DETAIL SCALE: N.T.S w U ~ o z w ~ <x:: ~ o o LL W 0::: <x:: ::J CY (f) W ~ u...<0::: -00:::0 W u...u... r-w r- <o~z ~-0:J X~O:::O o:Ju...u O:::OZU Q..."",w< Q.....::~r- <0<0 wO:::r-z o:::u...w <(zo:::O OW<O W~(/)o r-<zz Or-O< :Jw-w ao:::(/)"", <Z..:: . (/)(/)w<z w ""'0::: c.::lz::=u...Q <ooor- t;i]j0:::r-(3 orEQ~:::J u..."",o:::uQ... w..::woQ... o:::or-~<( <( Z'-'-'......J :J......J-0:::......J a <i! (/)- 0 ;;: (/)O:::......J'-> ......J w::;:! 0>- ......J>~zO::: <(0)<(0 en Q,)a,)......J Cl)1\;~ Q,)._ 0 Q,)CJ(/) ~ ~ ~ I r.n ~ CI)~Q... Q,)c8 - 'OJ) u: ca.- - ...en~ Oa,)w e'CU w c.::l (,) I Z 00 r-.(/) ~ ~ z c.::lZw <((OM (/)zQo O:::N(O en . or-o oM~ Z ffiz(3U w~~ii 0 w~u:c.::l II~. i= ~(/)-z r-1-...ILiJ :;) c.::lo:::uo o:::u...u.c.. ...J zW~......J 00.. 0 wO(/):J(/)u...z~~ en WZ(/)enZOO 0 Z I:JzwQ:Jf=z~ ~0:SI~<(6::::J ~ OZQ...I->wQ...oco V; <( I W (/) ~. LIJ t/)t5<i!t::O:::o<i!co: C ElS03?:8~3cC~ <( w:Jr-~~or-...IJ: C ~O?:~~I~~~~ ~ O:::"::r-c.::lO:::Uc; 0 2~t/)8~i]jt?DD ii C'J(j) .z t.qO C\J- ~(j) > W 0::: Lfl o '- '" U'- r-('I) <Q... i'--O Lf) '- <;j'<( ...-10 , ~ gj~ ~Il' Ei =:J 0 ~<(CO (/) w o c.::l z o ......J :J en ......J <: 0::: r- ~ o (/) (/) w o U ......J ('I) u: >< enou...<( wi'-- Ow.: c.::l'" ('I)<;j' z('l) ('1)0 <......J ('1)('1) 0::: u... ~~ o - 00 . ~ CX) CX) (/) Q... CO CO LflO ~~ <;j' Q... 00 Cl'l <( <;j' <;j' o o lJJ W f- - 0 :J U1 ~ t" Z I""" 0 . t" 0 I""" - > J N U1 ..J Cl' III - [I] 0 I > lJJ Cl' - w lJJ 0 [Y] 0:: [Y] t" <t 0 I C. I .J [Y] U1 LL I""" I f- e:( [Q <t m I I- w D.. I""" ~ ~ e:( . I- Z 0 0 lJJ 0 Z W Z <.;;)(/)<.;;) (/)I- 0 WI-(/)W:::i oz(/):::!<l: OO-I> z:2't=~(/) <l:NWCl::~ <.;;)":;;:00 ~Cl::000 ~OwwU <l:"-I-'I- Cl::OI-L;5z 0:::iCl::(/)~ ~~WOCl:: I(/)C::Z::J 1--<l:<l:U (0 (j) lLJ-I ~ ~ .....J 0-1 w 0 ~ 0::: .....J z<( U >-u...z zr-O 0 <($ <(z- - ~ zw~ ::c -(/)> I o:::~ 0 OZo C\J ~o<( Z :JUo LO $ 0lLJ oz- OW 0::: ~ o:::~g I Zl- Q...-u... I"- W :r: wO:::......J lLJU) o:::?:<( wwO::: ~ - ~ enIr- > wO(V) r-r-rE Or-U ~ 2-10 0::: Z:J ~ >-00..: ~ <( 0 >- <(I 0::: LO (j) ~t::o z$ N Cl.. z?:U :so:::W ~ W 0 w~ <:( Q...zO 0::: -I 0 (/)ZI >- 0... -<(/) ~~:J 0::: () SHEET NO. Q... 0::: S-8 0 0 (0 U w ~ ~ ~ 0 OF I Z ~ (/) 25 :J ('I) W 0 0 ~ '" > LAST PLOT DATE @ 0 March 02, 2005 Z DETAILS .....J - \ 4"r+ 14" F~ :~"f 1 z; 14" TYP. t"f- 14"~ \ 4'~f- r ~ ""F~r 14" TYP. 30" tf- '" ,. w~~ ~ . 14" TYP. t-i- 14" 1:- Descriptioll Single Single Single Single Sin%le ~-f --!A' DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DSI-222 FINAL ANCHORING OF /I. WOOD FRIIMIO UP TO S'of x 6'S SINGLE rNSWING UNIT W/WO S/DEUTES PRODUCT ACCEPTANCE: No.: 051222 -1 [-6" f ,. ~ cb u R@ I' "'-, D' -cv 6 "-1 r- @- (1)- 30" -!A' " -(j) :::@ -(1) (1)- ~ ~ (1) -. z. ':8 '-- r'E' (Bt.... 5 1/2" t r;' 30" -(j) (1) - -==@ ~A' z;. -0 cP (1)1- -- W 1/'t. 1/'.:J t- SCRf;W 3 # lOx 5 I 8" PtIll.UPS FU. T Hf.AD 4 #10 x 1 3 4" FVT fiGID 5 #10 l( 2" 5 FVT HEAD 7 # 1 0 l( 3" PHIU.JPS f1.A T fiGID _ [. 1/,'- - ;'::.TYP.2" TYP. --1 r-' 1(2- T '-1 '4 t- IT:::" 1 L I 1 ='1 Wf>(1)) C?J (1) (y)'~ ""-'n' hiJ' CD- i-(1) (1)_ 'B'-- V'E' ( II 'B'- " I ~ 5 1/2" z; , ctL \!) 30" 'C'- -'C' -(1) -'A' (j) ,fi ~~ rt& ~ (i) (J) --l ~. 1; '-t ' 1/.:..-l ~ ! ~ 9 7/8" \2. ....... I ~~{I~J w ,J.J~ u.x "11' HiNGE DETAIL JJQIE; ~ S/Of1.ITl IS A1'Pafl1) TO 1iII/Ct. ,JN4 A I@ ~ lI\JST 8t lJSCl) JtiSlW ~ A 1\2) ~ N<IO A I C?J SCM:* ~ SCREW SCHt1JIJlE. 'E'" ~ ~~-<~ ~ e' ME" LATr::H JJETAlL N~ stOOJT( IS ATTACHED TO !.ArCH JA.\oII use # 8 l( 1 3 /4 " f"H1WPS FiAT IE.AO SO/tWS w S1RH(E Pl..A~ NolO I (4) SCREW WPl.ACE OF 1(1) f'ROli ~ SCHEDUu:. ,,~ ~'/~~ " ~"- 5~2"~ ~~. "- ~~v ~........ ~~~~ M'lJll.JC'T1<JHS DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DDI-224 FiNAL ANCHORING OF A WjJOD FRAM[ UP TO 6 '0 x 6 B DOUBLE fNSwruG W-IIT PRODUCT ACCE?TANC[ No. 001224. 4" TYP. i rf--q 14"~P. PTi t-~ \ <<F-I ~; "" m. ~+€ J: ~ . ~f--- TYP. 14" TYP. L~ '~'-f .. -.!.A' 6" r; II T l7..; ~@ (1) ~ "-'B' IJ) ~' -(1) =@ -0 -(1) -(1) -~ -JL 4 1./z- f -1 r- Ii o ~-\~I" i I m&IM: Iii --0 I! @=i 0-[i ;i) 'i !j CD - ~ CD _ ~ (~ 0, rr -1<V~=-i , 1/'.:J J-Ll/.' t 4 1/) L 6" ~ '-- 6" I c+-j (fj/ I 'DU &IM I 'f- 5 1/2'. i- r-r 'Et- SeRE'''' sO<t:DuU 3)110 x 5/8" Pt1fU.JPS rv.T Ho.D 4)1 10 l( 1 3/4" PHIU)PS rLAT HOD 5)! 10 x 2" PHlU)PS rv.T HOD 7) I 10 x 3" Pt1tWPs rU. T HOi) ~~r @i--_ 9 7/8" ~~ ~11J s:::""T I..~~ INSWlNG THRCSHOtO ~\1 J~~ THRESHOlD .. (~) cr- ~ BARRJrR-fRfi' Thrult<lld Size: up to 5'4 x6'8 Product Acceptance No: DSI-21Z . rnsW\ns (wood jamb) Configuration: 2'0 2'4 2'6 +80 -80 +80 -80 +80 -80 x. OXO, XO. OX 2'~ )'1) +w -80 .,~O -80 +6() -60 +<'j). .ijJ .SQ -67 + 5D-{>0 +Sf)-6(1 ..SO -<t:> Single Opaq~ WISidelites Sinile Ow,ed WlSidelitcs (Door 00<, oot m<<t Missil~ lmpac1) T~. 210-1987.210-2024 + 7S -80 ;.64 - n ~-71 Mfs. by: NM Y a Pl~C$ / Plnstpro Livingstr,n. NJ ()7()J9 NAN YA l'LASTlCS CORPORATION f PLASTPRO, Il'Ic. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS lNSWING: Opaque and Glazed Max Door size: 5'4" x 6' 8" DESIGN PRESSURES OPAQUE Door Size !:ressli~8 2'0" x 6'S" +80 -80 2'4" x 6'8" +80 -80 2'6" X 6'8" +80 -80 2'8" X 6'8" +80 -80 3'0" x 6'8" +80 -80 Drawing # 99-01 99-01 99-01 99-01 99-01 DelK'DPtioll Single Single Single Single Single Single wfsl 2'S".x 6'&" +60 -60 Single wfsl 3'0")t 6'8" +60 -60 99-01 99-01 Single w/sl Single w/sl Configuratloll: X, OXO, XO, OX Test ASTM E-330-90 AAMA 1302,S ASTM E283-9l ASTM E331-9Q TESTS ~rl"tlon Unifonn Static Air Pr=e Farced Entry Tert L<>c.tlon National Certjlie4 Testing Lab Orlando. Florida National Certifie4 Testing Lab Orlando. Florida National Cer1ifie4 Testing Lab Orlando. Fl(D'jda National Catifie<l Testing Lab Orlando. Florida Test Date 11103/1997 04/01/1998 11103/1997 04/0111998 1110311997 04/0111998 11/0311997 04101/1998 Air Infiltratioo Water Penetration Product Acceptan~lLabel No: D51-222 GLAZED 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" Pressu res +75 -80 +64 -77 +60 -71 +56 -67 +50 -60 Drawin~ # 99-04 99-04 99-04 99-04 99-04 Des<:ription Double Double Double Double Double 2'8" x 6'8" 3'0" x 6'8" +50 -60 +50 -60 99-04 99-04 Configuration: XX CertifylDg florida EDz/neer Tert RelX>rt # and Lleea.. Number 210-1987-I,SjH Barry Portnoy 210-2024- 'Uiv P. E, No. 16258 210-1987-/,z.J; if Barry Portnoy 210-2<J24-i(, r.? P. E. No. 16258 210-1987-l,t.}.'( Barry Portnoy 21 0-2024"f,fL P. E. No. 16258 ~ 210-1987-/, 2,J. '1 Darry Partn0)' / ti!"'''",Y--'&NO '"'' /l ~ //1/00/ ~1fJV~Yd Test ASni E-33<J-90 AAMA J302.5 ASTM E283-91 ASTM E331-96 T -B" HINGE DETA.lL ~ "IT ASTIUC).L PLATE -,-."- ~ ::a /,.O<OK "f'G..J "'S'TJlVCTl:lHS - '\: ~ -4 ~c- LATCH Dt,iAfL ,~~ ~ ~~ ,.f::j\) ~ fl ~::::: ~ ~ rJ~~ = /.f)(;J( _ ~ 1)1:::--' "",,,,\FN:.~'~ 1H>TRUC7IOfoIS NAN Y A l"LASTlCS CORPORATION 1 PLASTPRO, INC, DISTINCTION FIBERGLASS DOOR PRODUCT APPROY AL TEST RESULTS OPAQUE Door Size Pressures 4'0" x (j'8" .,.74 -82 4'8")(6'8" .,.64.70 5'0" x 6'8'" +~o -66 5'4" x 6'8" +56 -61 6'0" x 6'8" +50 -55 INSWING: Opaque and Glazed Max Door Size: 6'0" x 6'8" DESIGN PRESSURES Drawin2 /; 99-08 99-08 99-08 99-08 99-08 [ L- ff- 12" TYP, ~f-' 12" TYP, ~f- 12" TYP, ~i-' 12" TYP, ~f- 12" TYP. t-~. 12" TYP. t--~ 12" TYP, Lf-:' Product AcceptancelLabel No: DDI-2Z4 (;. G' cr~~ I'ISWlNC THRFSHOl D L-- .~ :ft. _ 12" TYP. ~- ~~. 12"np, t-f- 12"~. 12"np. t-f-- 12" Lf-: . ~\) lHSWIHG rHR'::iHQt D ((\Pw.oI) 0:-- - vv~ f'Voffi?1[~ fRfT T~rt,ho'<:1 Desc ri p tio n Double Double Double Double Double GLAZED Door Size Pressu res 4'0" X 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 Description Single Single Single S ingJe Single OPAQUE Door Size Pressu res 2'0" x 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 Drawinz # 99-01 99-01 99-01 99-01 99-01 TESTS Test Location National Ctrtificd Testing Lab Orlando, FlOt'ida National Certified Testing Lab Orlando. Florida National (;miffed Testing Lab Orlando. Florida National Certified Teoting Lab Orlando. Florida DesulptloD Uniform Static Air Pres3ure F creed En try Air Infiltration Water Penetration Test Date 10/03/1997 0410IJ1998 10/03/1997 04/0111998 10/0311997 0410111998 lOJ0311997 04JO 1/1998 Test RepOrt # 210-1993 210-2Q24 210-1993 210-2024 210-1993 210-2024 210-1993 2,0-2024 Drawinll: # 99-06 99-06 99-06 99-06 99-06 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8S1-226 FINAL ANCH9RlNG OF A HOOD rR^"E UP TO 5'+ X /l'0 SINGLE IN$W,NG UNIT w/WO $/DELlrrS PRODUCT ACCEPTANCE .'/0.: 08$1225 -1 r--6" f -10 cb 7 /==(!/ 6"-, r- (ff- .... I .. 7 'D' (j)- 25 1/2". ft-i--f --0 ::@ --(i) 0- ':B'- 0-~ i- 'BL.- I 5 1/2" , 0- 25 1/2". ....!.A' -(j) ~ -i ::@ -0 0- \ ~t; ~ 0-1 --.!A' r-7!/ CD 0r-- .J W 1/'- 4 1/.:j L ~ SO;[QtU 3)1 110 x 5/8" I't<lI..JJPS I'UT HO<J 411 110 x 1 3/4" PHUPS FUT ~ Sil 110 x 2" I't~ fUr HOC 11 j 110 x 3" PfiIllPS I'UT ~ .r'E' ~-1 "" 9 7 '8" 0'-- / ~CS:[fP~:~J Q) _ Et0ET' ~Ir HINGE DETAlL JI!IJZ: WHO; SIOO.J1l:~N:::HfJ> TO HMit oWn A , 4 UUST K U$(l) OF A 5 $C<!Of ;.NO A I 7 $C:IlO( ~II(W SCHElX.U: . , E: ' ""'" ~ ~-<il -I;"" LAIT:H'D&TA./[" .wII: IIItJt:H $I!lQIrE' 1$ .. 1TACHEO TO t.o.TCH .JNJe lJSt B x 1 3/4" PI-JtI,J..)P$ FV.T N(),l) ~ w SlllfI(C PI.A ~. 'IVIO I 4 SCRCW Ni'tXC ~ 'W rfloOU sc,'iEl>UlL "'~ ~~ ~ ~~, 5~'~~~ " SH lOCf(~::::--- NN<'.F~ ----- ~ ~ 2"TYP'~i r- -j r- 4 '/2- r 4 1'''""1 H '"1 r- 2" TYP. ~0cb cb~ '- ,. Pi-:; 25 1/2" I-G) ""-.' D' ~ L; I-G) o -G) 25 1/2" f1-l-f € f ~ 51/2" t --(j) -0 _'C' -CD ~ --l (j)- _'A' 'C'- CD- (7) (j) (L ~ I. 1/2- t 4 1/2"..! t-- t,..25 (I:' -..!.A' z:. 'll'- I(i)- (i)- (j)- (j)- 'B!-,... 'Ct.- ( ,y-'E' ~~<] I~>;G rnRE5Hb,..D ~i;) INSWING ~ (~l ~ ~ /l.Vl/ljEJ!- fleE ~ $= up to SA x 8'0 Product Acceptance NQ: D8SI.226 In.swin& ('-"'Cd jamb) C onJi&\JI1Itioo: 2'0 L'4 2'6 +99 -99 '89 -89 '84 .84 X. OXO. XO. ox n 3'0 +i! .7'8 +70 -70 ';334 6",01 .5Q.<,Q '.78.n +/0.70 'B,)4~.OI .5Q.<,Q S~]e Opaque VI /Sldoli"'" S~le Glo=1 WlSidolib:s (Doo< Qoes nQ\ m<:d Mimk 1mP*<' l rou 2\0-2014,4.5.6.10.\ U2 + 99 -99 Mis. by: NIll\ Ya Plasl.1o I Plll"f'<1' LiV1,,,%ston, I'll 07031 +89 -89 + 84 -!4 NAN YA PLASTICS CORPORATION f PLASTPRO, INC. DlSTI!'\CnON FmERGLASS DOOR PRODUCT APPROY AL TEST RESULTS INSWL."'G: Opaque and Glazed Malt Door Size: 5'4" x 8'0" DESIGN PRESSURES Single w/sl 5'4")t 8'0" +53 -64 Single w/sl 6'0" )t 8'0" +50 -60 99-01 99-01 Conflguratton: X, OXO, XO, OX Certlf)'IDi florida Engineer aDd L1cellSe J'lumber Barry Portnoy P. E. No. 16258 Barry Portnoy P. E. No. 16258 Barry POIinoy p, E, No_ \6258 Ba,ry Portnoy P E. No, 16258 Test ASTM E-330-90 AAMA 1302.5 ASTM E283-91 ASTM E331-96 () dA/ HAtd{ 010 TESTS ~rlptlOD Uniform Static Air Pressure Forced Entry Test Location National Certified Testing lab Orlando, Florida National Cer1ified Testing Lab Orlando, Florida National Certified Testing Lab Orlando. Florida National Certified Tening lab Orlando. Florida Air [ntiltration Watec Ponet:'atlon Product AcceptanceILabel No: D8S1-226 Description Single Single Single Single Single Single w/sl Single w/s1 Test Date 04/0111998 04/01M98 0410 1 11998 04101/1998 GLAZED Door Size Pressures 2'0" x 8'0" +99 -99 2'4" x 8'0" +89 -89 2'6" x 8'0" +84 -84 2'8"x8'O" +78 -78 3'0" x 8'0" +70 -70 Drawin2 # 99-04 99-04 99-04 99-04 99-04 Description Double Double Double Double Double 5'4")t &'0" +53 -64 99-04 6'0" x 8'0" +50 -60 99-04 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8DI-228 FINAL ANCHORiNG OF ^ WOO~E UP TO 5'0 X B'Q - DOUBLE: INSW:NG UNIT PRODUCT ,tCCEPT,t",JCf '10, 080/228 1-- I r6" r 6"1 t-6" 4" rf-.... ,.. I~ cb @ "'-'D' 12".TYP. ~ I .. ~ ~i- . -0-8 12"~. 12" TYP. ... ,.. ~i--' I:J l, 12" TYP. ~' 12" TYt-~f- . hi,. r. P I r. ~f-' I 12" TYP. 12" ft- b-lt: ~~ (2) 0 Lf-:' --.!.A' 1-10 T -.. I -1 li 1/.' L 4 1/2':-1 1- L ~ 4 1/2" t 6"1 I 1- 0= (1)- -(1) =0 -(1) (1)- 0= ~~2" 0-1 . -1 \, .t'"'.. ~A' . - 1 I '- 7 _ I .&IM :f-- I~CT'V[ ~ = I (j) - I -0 ::::0 -(1) , I (1)- 0= ,- --1 L 4 1/2" SCROI SCHWUt.[ 3 10 x 5/8" Pff't1.?S Fl..,.l r K(.,4,O 4 10 l( 1 3/4" "H'll..JP:S Fl..,.lT Kl..AD 5 10 x 2" I'H>UPS f'U. T HOi) 7 lOx 3" ~ Fl..,.lT HO.D ! @ 9 7/S" ~~!f~J @--~ ;>....>..; -r+ , L~~I 'l;\~ ~ il .-u- HUlCE Dt:TAIL "C-. 1....ATCH DETA.IL ~ "'~ ~ ~~ ~"^ ~, ~;'I\J ~~ "- ~ ~v ~"- ~~~~ INS 7ll<JC~ ~ U' ASTR.A.CAL PLATE NAN YA PLASTICS CORPORATION / PLASTPRO,INC, DISTINCTION FIBERGLASS DOOR PRODUCT APPROY AL TEST RESULTS L'iSWING: Opaque and Glazed Malt Door Size: 6'0" x 8'0" DESIGN PRESSURES f. ( - l]- tj w U I- o Z w ~ <( I- o o LL W 0::: <r.: ::J 0' Cf) w ? l.L.~0::: -00:::0 ~wl.L.l.L. ~o~~ ~-O::) X~O::O O::)l.L.U O::ozU D..=w~ D..""'~I- ~O~O wO::f-z O::l.L.w ~zo::o ow~o W~(/)o f-~ZZ o O~ ::::Jw-w ao::(/)= ~Z"'" ~(/)w~z t:)Z~ttO ~QOoi= o (/)0:: f-<:3 OZo~.- u.~~un:: UJ:;::wOD.. o::nr--...J~ ~-~zro--.J ::::J---'-O::---I a(/) ~ (/)' 0 ~~ 0::---1'-.., ---I w---l 0 ---I>~zo:: ~O>~O l~ ---I CI) +-' ~ (/) Q).~ 0 ffi Q) (.) (/) Z ~~~~ I fA ~ ~ CI) C';S D.. t:) !! ~ ~ g <<S'- i= ::::J ..,fAo::co OQ,)w e'aU ~~ ~/- ~~. ~~ =0 <(OJ ~)~ 01 t~W ~ ~c;j:) 3 (9- 5:! ~ 00 f-.(/) ~ ~ t:)Zw ~\D..-l (/)~Qo O::NU) V} - of-O O..-l'it Z 0::.- ,,-, <D..J 0 wz-""'U w~Lt)u.. W~S2 -.... Z' f-l.L.9 II...., - Z f- f- ..J I.l.l ;:) i3 1Q C3 0 0:: l.L. u.. a. ..J 2Ww---l 00.. 0 woB5S(/)l.L.z~r5 V) wZ(/)COzoo ~C Z I::)ZLLJQWi=Z~ f- 0 ::s I (/) ~ 0:: 3::J (:J 1..1..0Zo...l-;>wOolX2 V; ~ I W (/) D.. 0:: . LIJ f-LLJ---If-O::o---l(:Q-' Q ~t:)~~",z~ ,uj coo::) O<::)<CC( ~ w~I-~~Of-..J:Z:: C ;:r:O~~~I~~~~ ~ I-' 0:: "'" f- t:) 0:: (.).: 0 8~t?83U)t?DD ii ~ l.. ~l~ JI1SWINC mRfS~ ~ ftiS'ltlHG mRf!;HCJ(D (""-) ~ AARRffR -FRf:L Thr..~ OPAQUE Door Size Pressuru 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" X 8'0" +70,70 DrawiDl! # 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'O"x8'0" +70-70 Drawinl!: #- 99-06 99-06 99-06 99-06 99-06 Contiguration: XX T e.t Re port If 210-2024- 4,S,6,IO,11,12 210-2024- 4,5.6.lO,11.12 210-2024- 45.6.10,11.12 210-2024- 4.5.6.10.1 Ll2 Certlf'yIDg Flurida ED&lneer lad LlceDse Num~r Barry Portnoy P. E. No. 1625.&..._ Barry Portnoy ~o. 16258 Ba.,;)' Portnoy P. E. Nv, 16258 t Ba.-ry Portnoy P. E, No. 16258 (,2tt~ (, r(V ASTM El83.9 \ ASTM E331-96 Test ASTM E-330.90 AAMA 1302,S TESTS Du~rlJltloo Uni form Stati c Air Pressure Forced Entry T..t LocatloD National Certified Testing Lab Orlando, Florida National Certified Testing Lab Orlando. Florida National Cer1itied Testing Lab Orlando. Florida National Certifie4 Testing Lab Orlando. Florida Test Date 04/0[/1998 Test Report If 210-2024. 10,11.12 2l0-2024- 10.11.12 210-2024. 10,1 Ll2 2\0-2024- 10.11.12 04/0 [/1998 Air InfiltratiOt1. 04/0111 998 Water Penetration 0410111998 Product Acceptance/Label No: D8DI-228 Certlf')'lag Florida Engineer and LlcellSe Num~r Barry Portnoy P. E. No. 16258 BarJ')' Poctnoy P, E. No, 16258 Barry Portnoy P. E. No. 16258 BanI' Portnoy = ~ e. ~;; rfit . o z ---I <l: 0:: f- ~ o (/) (/) o ---1('1") COo w1'- t:)"" z('I") ~---I 0::l.L. o - .~ (/)0... LOO '<to... O"l~ w u E~ 0l.L. ('I")'<t ('1")0 ('1")('1") """" 60 0000 0000 ~r'. 00 '<t'<t O"l o ('l") "" Z o 0 00 - ....: ~ ~ f- 1'- N E ~~~ o xwo fJ"! ~w;:r: ~ 1..1.. ~ 5 \""\ CiS 8 LO t:) ~ ::: C) r-- SU5 0l.L. il) 'O.IJ"""" .0 C('l")<t~w .8 ~....Jrlo::f- U Ol.L.CC::)(3M 0 'ro-r-:-f-_tO (/)~oU~cri rlg.'<t~Ec.f-Ll LO 0.. I f- W 0 :;: m~(L(/)UZ 0 o o Z \D o w - I- U1 S :> U1 - Q a <t ~ Q CD ~ w o r! ..J 0 I.&. :r U1 ..J I- ~ U1 ~ W ~ ~ z . W Z [.J 0 o \D C'J(/) LOZ o ~(/) > w 0::: w ~ <( Z Z ~ .....J Q... (f) ....J - <( I- lJJ o SHEET NO. S-9 LAST PLOT DATE October 11, 2004 PLASTIPRO DOOR DETAILS '<t o o "" o ~ L" ..... t' I N []'\ III o I UJ Cl' M UJ M t' I ..J M I.&. ..... <t OJ 0.. I ..... I <t ~ o Z W " Z v;~S2 0 Wf--(/)W:J oz(/):::!< O-I> ~2!:::3:(/) <NWO:::;:;: "'-'1;;;:00 ~o:::ooO 3:2w:J~ ~o2=~z O:::;o:::Ul~ Ul;;:WOo::: I(/)tZ::J f--_<<U w U ~ o >-ttz z. ~ Z o(j) zw -(/)~ OZO wo~ UUo ::Jo Z ::;;; wu... 0, 0 0::1-'---1 o...!:::l.L. wO::--.J o::~~ wwO::: COIf- f-f-65 Of-U 2::J0..: >-~o:: ~f-O ~s;u z> <::Ct:W ...JW~ D..ZO (/)ZI -~(/) ~2::J I- o Z l- I ~ 0:: >- Q.. o () 0... 0::: o U w ? o J: (/) ::J ('I") o o "" @ ~,s r~I"~~FI~d~~e:3 ~2~,~)~a~'~i~t'~C~~~~~~':€ t~~:~la~~~o~ ~~.~~tr~~i::~en's L~tezj t:.ejc,W (f tn~i V:; It: t.e '.J(.;<ilZe<i .)['1 the (:O('stl~;ct!(::'l j)ro>~..~;t "1)1' wr~lC;.1 /(1L. a,;(~ ,3PPiYi.,t{j fo; a ;;;efn~il V\'B /~o,~~~(net':d ~Xf:l'lta<;t yo'.!;, ~o(;a,1 pt:::.<1uct S'jppilef s;"0dd /0,) ('!Qi: kf1(,~y' the prod0d appro" a': ~'i<.J('r''::;te( for 2lr:y of ar:;:pllcab!s :;~te-o Cateaorv!SubcateQorv Manufacturer Product Descriotion APProval NUfrlf:!er{s) 1, eXTE~jOR 001($ ~Y'NGII.,G "cer"'3' Tn.) S'rQ(l\h~'tflr Fl1'7J5 8 SLiCING ;'~il-~C() 3e \ ~r8Ht (;,,A I 0oi"::-e 0;'06) =:a Ex:r~..r...,e;s IV::estone' GEH'1f!;:aJ Ak.li'(';;0Vl-r'! C SECTIONAL Clo....av 8<...I!!Olna PfGCh.,:Sts t, O,,""'R 2. WINOOWS A SINGLE f{\.ING K^1C:-cO C~t'e'8i it ,c:a,1=';,,1(\..1(;I.er$ G~,ri$:a1 /..,ILln;ff;1..IrY1 ::,enerat AJurT:i,"'lum 1L-~ iGRiZONT ,t-~L SLICE:~ '<'000 8~~t':er~JIt Fia !;xtn.K\e'rs (\11iI2stonej Cer;.eral AJumi-nurr: -- C ,011.;::0 ~ir;co 30::"'0111 c:~ E'xtn.de."s t\.r\l\e.stO:1e\ G€,<C'1.ttfal Ah.JJ'f\I'''Urn Ge;~e'al f'\ftJmil-'wr:~ D ~AiJLL.K.lN r\lncO 2€'t~er8,lt ';':\;3:, Exth.i<.l.ars (MiJestone' Fl3, Ext:rud.ers {,\fl,;iestone-:} Ge(,eieil Ah.H1iinUiYl G~[1era[ A!'Jrr;ir'hlm \~€r,€ral AiUl"f")\!.IUI"l .3ene.~j Aium~t,um 3, PANEL WAlt A 8ICM\iG 8 ,SOFFITS K3v-can Lrd C~.'1'erO(l ,<\~hi-ev BI..~i/.'k'''::J Carner.;)t"l Asr~iev B;...::~<k:lg I</l< 2r3/N'5 MK2i3i.:1J5. HP, ~<1k 2!3i4f5 XHP fL 12$ 4'.2.0 4,?,:)j~5'i 470HF/4.52NF ~_ Se;ies :<))l'1o-v')I2"'~1(:~O --~-- FL40 420/430: 4~D Fl264 Gara.-e ']C[()( GRSTy'V4 4 6,~ :') Gara':J€ DoOr 6RSTVv'4 :; X 7~ FL3G2Q 6 FL:026 4 'M1<"j(,;(jI) f'..~ k 4()/50 ~p 165, 165n(.,"'(lQ., 7,,~!./374Q :~~24Dj47.yQI.JP Se~',es. ~ ::fJO)I5DOJ2000 1'1 :)Ji~"1 .:SOl 144CV1.45i);1 :540:'; 56<':-/1570/1900! 1940/--" ~I:O FL123 Flo063 FL42 F1.254, 168i? F1254. 1609 ':;;.\:\' HP, Rl/\i XHP ~-~"'f"4-XHP 168/3153, G8(l 8o?(~-s ,:;:,0'') 1 'i80/~' 4-30/1 5,30/1 ~{10ri ,)8:si~9C f'i..124. ~.L67(J .. FL43 FLZ.%_ 1700 NIl< 40/SC Ph/CT, T',NP'l.//CT 16o,'-:YY}), 740:'3740, .32t10J4250HP, 680 -Ser'es -: :(.10l2\.~iJ i 1i).:nDU1 i OO~ 460 TC)/...,/'i .::it;O/1 ~5~x\'1 :)!Oj~ 9;')0.' 12:'Ol&':':<)v/53QO/S350 FL125 F'L€T6 Fd4 F12-oo, ~6:3, 15:;7 FL25&.203 159$ f-il:J3-.)4A, .II1)]wA, ~(lg6~;)e.C FLOor FE57Cr0):,71-:JJ5? 11/':!:"i12/ej713i5Y14/6718 FF 570-);57:) 1/5702/'570,,1/5:"0415705/5? ~ 7 1 ~ QO/:'3:')0/1970 (Si:"';;;;e+-~\ln(' ,wii,!.. 8(1d Trj -;i.es. ~ 442,.i445 1446 :F~a::Qa Si.r~tu(al M'L.ll!s(jDd arach~~si 1446, 1447 ! 44 {fh ,'vh~n$ ani:! ~3,acke~s; 53\)0,:<;:,7534,3,5.35065 :SOC0 r"lu!ls ar.d 8ni:l<;ket~<; 1'1.974 R974 "U2521 Ft1$671 .-b':L~ 068..1 FL1$'W:1 0005JQ60BJ95Cil)j2-510 A1UtTtip,.J)'T) Soff11 4"i55Cl/d5'tr;'2j45~02N At.uq",;jl'''l:.;rn Soffit Ah.wrircj(0 Trlp-i~ Fot;r ti4 FL t 005 1"L4i'." ~L4O$ 2 E OTHER ~Y!:.6l.L r-::~.u..::'ER _._.. ..,..__"-__--,-----,___ _.___...,___.__.._____ ______ D. GLASS BUX-"< PittSO'.JH.X", COf1:'IPc'Corp, Glass Unit f".fq.w(~N J':;ste:I~:,' ',v/il,1ortar FL "'i363 4. ROOFING PRODUCTS ~"?HAL r SHINL'LES 6 UI\!Dbr~LA'o(M~hrs C PooF 11.IG F.~.sTHjE,qS D RO()f VEN7iLA TCRS Certain Teed Cor~~~ ~~rK 30(4.) (af"ld A;q) XT25 la"vJ ,A,R). \1'30 (:t:1d ,c.p~ F12:y .6. FL25.) 7 FL250 14. 1"L250 '5 lAir V:ei'lt d~C E Pc.\OFt'JO TltES F ~,1COiFIED. 8,TUi,\(;:,\ Cefai1 T eBd Cor;:- .Pe:ofi.riQ G SltiCLE PLY ROOF SYSFMS H CEtilEi,TS-AOHESIVFS CCA.m,GS I eoo.. i'!U~ !\OHESiVf:: JC"HH< 5. SHUTTERS :;'_$' ORM PAN2lS 8. COU)'..jl.AL C ROLL.U'" D {)1'Hf.QS 6, SKYLIGHTS ft.,_ SKYU0HT BOTHER 7. STRUCTURAL COMPONENTS i ,e.. y\.t()CD C.of,lJ\!EC~'Or~8/ ANCHCRS '-~SQ~~I Str00>,]'-;- ~ ,;jSP st[~JI'-..:h.!fa( CQJ,n fafR';SS PlA~E$ ''};'\:"Tek., JN1',.tS.il '€S, :,~'C C ENG1NESQ:EO :...UMRER 8'.)ise Ene_ VVooc PrQ<j D RA1~_!:~G E (;OI\!(:;:~ErE ADMIXTURES F M.a.T~P\AL FEe? CQ'P i'Cast.C:re<~l (, 0': 'FR I"" I.., ~ ' 8. NEW EXTERIOR ENVELOPE A 8 V~.:lhn P\:.;$ " L4(,'3.2 MooificQ 8iturnBn Roof S\.st~n: Fl4j? '~V')C{J S0r,,;rB..:to~s 3:10 Afcho~s \/'''/-;;<..Id CQ~~{:edo[s a:)'j A::ct'.c:s s.€e chart see GQaft "f:J,S3 P~..a~('~ Fl2'jS7 -- \/ersa-l..om SP ""VOW '.Jo'~s ..aLL.J(>ST FL 1 844 Cl1;046 Hi:""1h $t~.::~th Co;l,crete Udeis Fl158 1 TI~€ pr(;Oi..K:.t"S :;sleo belC',\r' ,jl,j r'D!. .jB!n-Ji~tf2Jte p:-odu1:::t (tp~iI',,"~"/a: at ;.ya:l .e'y'..~.''-.'f j1.jerst?JiC ~~1(1t at z::e: time Of i'\s.jY?d;(I~ Df tr'!.2:se prcYjv.;tB, it-,e (D::QW:~~g 1,('rfO":~3ti0n must be a-i3:iabie to U",e in'S~B<::tJr en the j(Jl)~(te, ~; U-;,e mccL..z:t '~i:lprQ\a; 2) th-a pe:io!l""T"'<3nc€ (;ha~~ctefistrcs 'Nhch t~e pf;\j:.;d '.~;as.. tested, al~c certlf:oo to COi\TP{Y ....'1'1\'1 3/ :;0[)y' Df [-loB appil(.~b!e rr~anuf3C;!..fe,s ,'e-~:)rer;-'2':-':3 ~'~,;;:'r,ef ~ ,.:x:t.+rs'.a:l>J L;",ese pr:yjvos ~"f1a'l ;......a".e to t,e iE;:-110'led If aoprove.' :.:<.3:i1'i.()t be ~:en'1o(',sL-:~~~~~ ,jv)~:~g if'~1,:.~"<:".t~;)n '"'1 if. . V4' .\YP , /&' n> il DaDo 000 0 0 0 0- 2\~H cJ~e OOOOOOOOOOO-.J 00 0 0 0 0 ODODOOOOoDAOl o ~ O~O ~ 0 ~ 0 ~b--.J L~@.lt~FUl.t SCMS (LOW1!1<3 III ~ 0lfU!C.1'!()l>/ A$ IllMl APPLICANT S!GN,tt,TUR:E CArE , t. R!8 (SPi) I r . fA ~- 33-J I I ' , .0$ =~ '". , Dtl'1H MAX . t CPli1<ltlC '0' "'" ""_AOC O~5 J-:&) .~ 4.91 ,OJS $.27 ,C40 !.b4 t..~l ,~~ ~P"TH o:J . 1 Vl~W'A.A" ih SCALm ?K~: ~'3 _+L ." -----! . ~F'~ ~F RltI....o fiM) C>E\' AlU (4 . ~ I I. 12>>0 C(I'$C>'.. Product Oes.criptlon cO<'5.RCE ~F:E;F) I 1- N ------, \ ."'.L'U" 7 I t 'G ------i / ~13 III ~ ' ==,f=.", .J.;n '-~--4't ~~ll l'~'cl . 13~a . _.o~L_.".. .a --I I 'no I ~ I f 1--~3 .-r- 'i~"""..J ,""-; ~ ;:,,,,~ ""J,\fI;"~<' I I 7- ...., ~1~"'t ,1' ""f '" O!:.~ (( i,.... I, i. ;.A';; .,) ~-''-:':>j I A ~ ,""'0 co",,"'" -t~---- '."'--r~I'" --l~~'. .oo_~ ~ O!ilM..lt~~ N<>t€1>: (!.) Mukt' 16ll. Soffit from All.lmimm3 AlIn" JtOS, H.J4 (G~t.,lae~l)1.3) C;;) M""'. 12' $oml m."" AiwlIilJlllll All<ly ,t (l5 . ~H (Gin$< MI.) (;) C..'cu$.>d (\.~ Widlhs: l S-,5 iu<h<< (Ii' Soffit) 14.1)\} ~ (12' s"ffit) (4) AJllAsid< _!\aw,,,,,, CO.., l"'m< Oij,,,,,,,,,,, No,"" (5) Sto.o6nl M=;~in8 T,",=_ ~.iik.--<rt+/..C.~ R.M..~J-,'~~ Al'l-ttO +/~ I" (6) taUi.r'-I ~ Mu.st 6-~ la Goou~I-: ~ Capa.b1e- of l<tW\u~i:'.ll4.:t.i hl,. Wi<l>\n E.willill<4Sl""llkalioJu ~ ro~... ('1).....h\'I'Poll1~: 4:miN. 12' So11\ll'",",,,,,4iSNN.16' Sofi'rt rndtu:J8 W~ 1'{N ~lV.dtt:li lhntili Cillt.1f (8) ~i~ r~ 'jj;titl~ ~'PSF): E1C"tl:::ri\JS' Sl.4 pst r~'iot. ,Hp'f 12." iWM Sj)o.~t !Z," Va.Ut.--dS~flu. i6-"S<,MSoffit t 6" V.:nk:d Sn!f<< i ~ I (RID-"l ~I ~ I )- A "- rop IX PM,lil- AS Rl.~ ",~ 'i>.J,RtA.tG~ RClI...f'~)((~ (i'1'P) (9) &ff(:.",~ti~'t" V\:tJtin~ A.n::t~ IJtllU)(! 1 S P AA~l (F\IU. S(.A!,l!} Lin,,1 Ft. ._~.:B:.. 16" SofAt 1.,Q:2 ~<.{_!fL ~:t8 f S<"\- (fl. 12" Soffit 5-.5$t :>-ll tl'. S;.~,1:ft s~, Il)-:. tI;i!i I PROPN?aiB"'JOHN LALtOTIS. P.E. j .......... CONSULTING ENGINEER U' 'U -tf!O F. ~7.I.f..~ sr Si...'fTf: o. rN?PO<~ $Pf<:Mi$ "1.... -J4t'iS~ ~ ;>"<X1:9' (12") 9.Js--$l:.<$...'t ~~i" ;>~7) ~3$~ _ ~ ,L _ ________~ __ ~ _ P E lQ~$!!\1~ f 2#:-04 ~ iPART i I ;;$^"'~ 9:Y: I L - CAMe~N ASHI..EY j '"'",'" """""""' - SOLID AND ;~~;;RATED I ALUMINUM SOFFIT J J.N.L SCALE INT:ATE 5-15~..O~_..L A-10..05_1~ 'JS? Product Number :~lir:--:34 ,:')A.U44 R 33<:0 ~T16 RT7 U-: A6, HHC;J2 UPrlD$ HT,L\~6 ",TA20 THDH2~C.2 THO THF U.,.;Gi2 LSSj....:j1 L..ST.1.l.12 t..ST}\15 LSi AYJ LS""A:;.5 l.TWI2 CTWIS L T~\1 S L TWiG ~,TS1 9 L TS2C'8 JU 82$ .)1,)3-114 NFM:<>;:(1i75:..; MTA2~. ;0 SPT22 SP--~4 -SPT4 -... ...--.....-...--- Fiodda Produ<.1' Approval Number r ' I~ r::~5::;( r_:L'= ,.~,x) ceo.: . ;:-~:<': ::::~-,~:- :"1.': :"l, .,,~,;: ,r'I.:I: FLo' 0 FL,?,::.- <e- !F'..:?:'"'" ,e-'- ',0 c:. SF. ::' t ,\0., ~ F~_8' 2 1=':...,s';': ::"' ;'~.;~ :::1 ;'"'''" ."'.0 ','...:': P:_8:' _ Fj2 _c_ F..? F:~?~'" ~S2 . ~,,~ ;::1 ,:,,~: ;: ~ - ~:-2;,'" J.cHANNEL INSTALLATION ,,'d 13ULDIXG CODE eO;...IPLL\~CE m'FJCE (HeeO) PRODlTT CONTROL DiVISION ~iL-BII.DADE COUNTY, FLORIDA \1 EIRO.D,\DE FLAGLER Bt:1LDlNG 140 WEST FL\GLER STREET, surm 1603 !vlIAML FLORIDA 33130.1563 (305) 375.290] FAX (305) 375.2908 ROOFlr\G ASSEMBLY ApPROVAL Category: Roofing Sub-Cate2on: Roof Ventilators NOTICE OF ACCEP'J::~\NCE (NOA) Air Vent, Inc. 3000 West Commerce Street Dallas, TX 75212 Materials: Maximum Desi2.u Pressure Fire Classjf1c~tion: Plastic N/A. KIA TRADE NA:\lES OF PRODVCTS l\-L\NLFACTURED OR LABELED BY ApPLICA~T: SCOPE: This I'\OA is being issued under the applicable rules and re.gulatious governing the use of consttuctkm materials. The dOCLUn~'ntation submitted has been revie\>,ed by the BCCO and accepted by the Building Code and Product Revievi Committee to be used in Miallu. Dade County and OtlKf areas 1\ here allowed by the Authority Having Jurisdiction (AHJ). Product Dimensious VenturlVent PlusD'{ Ridge Vent See detail drawing herein Tbis NOA shall Qot be valid af1er the expiration date stated below. The BCCO (Tn Miami Dade County) and/or the AllJ (in areas other than Miami Dade County) reserve the right to have this product or material te,~ted for quality assurance purposes. If this product or rnaterial fails to perform in the accepwd manner, the manufacturer \'-!ll incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of SLKh product or material within their jurisdiction. BeeO resenes the right to revoke tbis acceptance, if it 15 ,ktermined by RCeO that this product or material f:tils to meet the requirements of the applicable building code. This product is approved as described herein. and has been designed to comply will1 the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Air Vents Venturi Plus EVIDENCE SUIBUTIED: Test Agenqildentificr Center for Applied Engil1eering. Inc. ApPROVED ApPLICA lIONS: LABELING: E<Kh unit shall bear a permanent label with tbe manufacturer's name or logo, city, ~tate and fl)!lO\ving statement: "Mi:uni..Dade County Product Control Approved", unless olherwi~e noted herein. IlENEWAL of this i\OA shall be considered after a renewal applicalion has been fUed and there bas been no change in the applicable building code negatively affecting the performance of this product. TEIHUNATION of this KOA will OCCllr after the expiration date or if ttK're has been a revision or change in tlle materials, use, and/or manufacture of the product or process. yHsuse of this NOA as an endorsement of a.ny product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply II-ith any section of this r\OA sha]] be cause for lemlination and removal of NO/\.. ADVERTISEMENT: The NOA number preceded by the words :Miami-Dade County, Florida, and followed by the expiration date may be displayed in adveliising literature, If auy portion of the NO:\. is displayed, then it shall be dotle in its entirety. I~SPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall he available for inspection at tl)e job site at the request of the Building Official. This KOA. revises \'OA # 01..0910.04 and consists of pages 1 tlu'ough 3 The subuulted documentation was reviewed by Frank Zuloaga, RRC Test Spedficatioll Product DcsuiptiolJ TAS 100 CC>PQlymer plastic low profik attic lidge lent with an integral end plug for installation in shingle roof systems. ~ Reuort !late T AS lOO Wind Driven Rain 07-07-00..68 04/27/94 Slot: Cut a minimum Wz" slot along the apex of the roof by cutting %" on each side of the ridge. The slot shall terminate approximatdy 6" [rom U1C rake edge. Place ridge vent section centered over the loid at one end of the ridge and insert end plugs, Fasten with rooting nails through nail holes in vent. Bull the second section to the nrst, align and fasten to roof. Continue this process fTOm end to end Installation: Ridge Shingle: ImtaH pre-manufactured or field cut riJge shingles over tbe ridge veut in compliance with the shingle manufacturers Product Control Approval and too installation instl'uctions using p,~" ring shank galvanized nails 2:12 Refer to manufacturers published literature lXet Free Area: MJnimtffil Slope: 9 NOA No.: 03-0930.10 E:tpiration Date: 04105/06 Appro,aj Date: 01/29(04 Page 1 of3 '" '" LIMITATIONS: NO,\ No.: 03"()930.10 Expiration Datet 04(05/06 Approval Date: 01129/04 Page 2 of 3 1. Refer to applicable building codes for re.quir~d venlilation. 2, V enturi Vent Plus T\i Ridge Vent shall not be installed on roof mean heights greater than 33 feet. 3. l\11 products listed herein shall have a quality assurance audit io accordance Ivith the Florida Building Code and Rule 9B- 72 of u1e Florida Administrative Code. NAllS ?AT1'ERN' 12' Soffit - 10' DC, :" t>-,,,, Dlrectlo" of SoHlt Ler,gth 12' O.C, i" the Direction of Soffit \./icith 16' SofHi: - 10" 0 C, in the DI,.!?ct!Q" of Soffit Lengtr-, ,6' Q,C in the Direction of Soffit ',,'Idth (3) Di1sigr'l Press",r!? NAILS. !o\-JOlNT AREA 12' D:A. SHANK i DlA, HI), 1~' LONG I I Notes: i (1) Use Alu.tninum J-Cbatuwl, AbbJey Part No.4042(\, to instal!. II Secure J..Channel Using l\'lTQ,doo--Resistant 0.12" Diatwter Shank Nails 1.1/]" Long At/2" Spacing l3ctw1= Nails. ~ lK'te 5 t\)r f; J..Channel Appli<:atlons. I \ I I I i I I I f i'" I I R4.9 --, /\' A-rrr I~I" / I ' [ I Iii / - i[.1 II "'" /lld_~ ~~~~i 1-- ! I :. 4.3 R~ tk'\g I .- 2,5--~ GRAJE ........-~ /- MINIMUM 2'X2' CONSTRUCTION GRADE _, :litH I MIXED SOUTHERN PINE OR EQU]V \ :- UIIII J,.JY"---j wOOD SA HEN STRles la' ...__r -- (2) Soffit Nailing Pattern: ' J 2" Soffit - 10" O.C, in the Diwction of S<lffi.l Loogth 12" O.C. in \he Dire<,iion of $Qffit Wldth 16" Soffrt. 10" Q, C. in the J)iw)ti01l of Soffit L~1h 16" O.C, in the Dit<<tion of Soffit Width I. 6.6 1 ~. ---14.1 r /"1 II ~ I I I Of" EAVE "o'lTi.,OUT 12" Solid Soffit ! 2" Ventoo Soffit 16" Solid S<>llij t6" Ventoo Softlt I I "'-r-... I I In1t:rioc 34.4 psf VENTURI VENT PI./U'S (3) Design ?r<:ssu.re Ratil18lPSF) E",t<.'riOF SIArsf ,-- ""'" I\. FAscr~~ eATT€N NAILER (0011<4) "'RONT VIE\.' ~ ALUt-llNUI~ SOFFF I PI\NEl T yp" NAILING PATTERN WXt2' 02' SOFFIT> \O'Xl6' (\6' SOFFIT) (4) N<>l ~-difQvern.."ll i.12' i$I' 1""'$.lfo'.ert.ang is \2" to 20- divide the wldlb illlllllfm ~ P<~ Q,C. l~.uQ1ll for BalWn Nailer (Le. rOf all. IS' awrhatJg the &tlren should b<> 9" O.C.) E~D OF THIS ACCEPTANCE (5) In_ Bau<m Nailet ll<rt requirOO rOf f..ou.onct Apptk.oons. Snap . k".clfuto ,,,,f~ am! atlacb f'(:Mnod <lit<'Ctly' to wall \lllW.g i- T.Nailor 16" 0,(,. (CBS C'<.m.lt\lCti"e) or 12" I:ltA. "...trooioo !~iBtoot tJail d"l<>ng 12" O.C. (pla)'\\wd I OJl,S. Ol~). ~M'V. .''''''.'.''~ if1" . PART: I ----i --~ I 9 (jk 5~~f ----CA~ER'ONA-SHI.E'r" eUILOlNG PRODUCTS ASHLEY D!VIS.ON fAMPA. Fl ALUMINUM SOFFIT 1 INSTALLATION DESIGN 1-" ~ - . I 1 ~~~ J~~.__.I . DATE: ..,,-15-02 --1 A..10053 L__ SCAlf N=~_..___... ._.___..____ __...__..J _ F.cH.ANNEL ,NOTE 5) cPEl'Iof?$i/'{ JOHN LALIOTIS. P.E. ~I1T'fTI CONSULTING ENGINEER I U ' IU "0 '- f.D<O'I Sf sw; [), ':'-"1'0'; Si'Ri-"';'S Ft. =$ ... ()h<;a~ (7Z7) :;""'$-&:.83. loX (7lT) 9S8- S<;SJ I )>!:. R~k"i&Ut)<->> , 246&4 ~ __ ___ DETAIL 11.0 -~- <I. -~=- Ij~ Ilf H~O i T ,I i Ii '1'1' '-",-~ri / c- I~'-----___ ~ ;11-, I /"'-~',4 i 1'.(io .87 / '-----1.", ~.J O.S.-.J . , ----------... ....., NO". 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THRV f'OR OR1l.L 1'HRU FOR (2) '\: ..3$7*. sou DEEP ~J57"_ BOLTS DEEP tJtlOUGH FOR '" ," fNO/.,I(jH roR A 2" BOLT TIiROW OOU TIiRCW I\~, I~I~ . ~ <:Ii j . 91 r . ~ lQ l(t I') ~ ~ 9f ~. ~ g ~l~A._.' II " i- -.. r6" - (2)18 x 2 1/2" LG:.., PflI WS 1\ (2)18 x 2 '(I;, ~-I\ ~Lf fC13.~ LJl ~L ALUMINUW ASffiAC,4L ALU~:tTR.4GAl PP'68- "E" ArrACH ASTRA<W.. 'fHROW BOLT STRIKE ~~ FRAME 6" -J" t I - . ; t ( - f ~Jf ~e- I;) ~~ ~2 ~~ g of DJ:. ~ "1>" X D SEE' DETAIL. ~ "C.. J( ~) -oJ ~.fD )( , II') lti "0" "B" - i-- "8" i . : I - I ~ COASTAL A1..UIJINVM ASTRAGAI. _ QP'AtI.", "r:- ASTRAGAL THROW SCl.iS AT THE 1'HR€SHOf.D . - f L I I, ~ -. :5*- 6-""" . '-- "S" I ( If +t ~y f ~ 1-,..,. 51< 3"- f.. 6"- - 1 ~ - .)" l- 6" r It [j C~:::,~~~~-~ 6(;: ':~ '~ rtr-258F ~ seE DE:rAlf. 'f~ f l-s" -. I- - :t!J21~ sa ALIMiNUM ASTRAGAL ~~ DETAIL. .,.- Rw Be R W Building Consultants, Inc. CooSlll1ina aM EngiMllnng SeMces rortM BuIlding lnduWy Rw Be R W Building Consultants, Inc. 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M extrll<lOO a1uJ\\l!_ ~1<1 The ~ !i\WlUndatdcliteptnclsare I ~8" lhi<;:tud=~ <Jt(\\<O SMC~wl1JuWidult'Sl 0(0 065- fur iJle FIbef ~Se;iCJ ~ the SIl'lOOIll Stat Series \li11ll a >kin Ihicbess of 0 010" Skill$ art t1u<<ll<l w!.'Od stiles and ra,js wM a ~ 0Qfe The gw<<l ddclik$m rwt<<l1O r<<ehe Va" t<mt;>e1.td or 112!' imItla\<<I t>.~ lip 1M ~ Of lnre&ml &sh .<<1 ~ tnal11llOCn1l:<<I br Thenna- Tm. .00; Six:tKia 1~ M*Yrl~ ~ "I~'t r~ ('rm,u ~ Dcx>r As$e1llN~ 1107..( 5 M\.ll1ioo$l)oo( ~oblia$) ._~ T'" ~ T....t.~ fl<<o '~Xq, _~-in.l'l.,';';",", >l$1').(]J)~;).oo(o 1\".7l.-0</"",lo M.y~lm ~t1H~IU4 I Jl>"YI'ol\o.~.l'lloi58 , . f:l Att_ t1'C,R,_,I>.'Y ~ftWl lltc..oI:741.!lOC'U ,~'OoIdcit.,.a":l9'l:) rA!i:!Oi:l r""",,~ NCn..C\r'cd. 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All.d ~~ See ~ llde Ill" ~ ~~~ fur use ill loc~ m.'rin& to the F'loli<ll !l1l.\WlJl8 <Xd: lllld wht$e Pf'$lIlle ~CIllell\S lIS de\emlin<<! by ~ 1 Mlllilt&llD ~ L<lUs r~ ~ WI 0lW StNdlott$ do llOt e.~ the ~ ~'\Ue!'llb118! lisl~ alllWe 2. fQr Mmaty iltll~ ~ llit ~ is ks1 thilJ1 H/~ ~ (FOC ~ rm1.4 4 Anch<mlee M~ and ~ 11074. I and 17(l7 .. 4,2) lalllt ~ tllpCOlll)'Pt ro.'\UeIt ~;$ ftnllt be ~tuted and the length lI\lJ.!It b4wcll N&lI1lclt!l\Ulll.)j4" elI~<:I.\boT~inlO th4~ wall is~ ~ 1Y/ ~ l'looda Professw.na1 EJt8ir.....' Seal No. 41>t09 May 22, 2002 t~ 'f', Sclutlkll 19S!l6 Fl\:llcto 1~ DtI\-e L\!ll.. l'L 335~8 r~ FlOfl~ Pro!'cs.~ ~. 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W 0:: <::( ::) o CJ) PRODUCT APPROVAL SPECIFICATION SHEET Simpson & USP Cross Over Chart with Florida Product Approval Numbers As required by Florida Statute 553842 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 local product supplier should you not know the product approval number for any of the applicable listed products. -l <( D::: f- 2: _ 0 U) /' (/) W o () 1i588:~ wi"- 0lJ... e" N (Y) o;;t zM (V) 0 ~u: ~~ ~~~~ U) 0... co co 1.0 0 r-:.. r-:.. o;;to... 00 (.9 ~ en <( '>t '>t Florida Product Approval Number Florida Product Simpson Product Number Approval Number USP Product Number Product Description Category/Subcategory 1. EXTERIOR DOORS A SWINGING Manufacturer Product Description Approval Number(s) 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 HD/Tension Tie HDlTenslon 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 Drive Screw Strong Drive Screw Stud Plate Tie Stud Plate Tie Stud Plate Tie Face Mount Joist Hanger Expoy Tlten Anchor FL570 FL569 FL822 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 FL1901 FL1901 FL474 FL474 FL474 FL474 FL474 FL503 FL474 FL1463 FL1463 FL1463 FL474 FL474 FL474 FL1218 FL402.3 FL2304.2 A34 ABU44 CS22 H3 HlO H2.5 H6 HCP2 HDQ8-SDS3 HETA16 HETA20 HGUS210-2 HHETA40 HSUR/L410 HTS16 HTS20 HTT16 HTT22 HUS26 HUS28 H U S41 0 HUS412 HUSC410 HUSC412 ITT IUT LGT2 LSSU210-2 LSSU28 LSTA12 LSTA18 LSTA30 LSTA36 LTS12 LTS16 L TS 18 LTS20 LTT19 LTT20B LUS26 LUS414 MBHA3.56/1188 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 Set Pac 10 HD Tlten MP34 PAU44 RS300 Plastpro Incl Nanya Plastics Jeld-Wen Distintion Fibreglass Entry Doors Exterior Doors F L 1321 FL498, 539 rr~ o:J FL565 FL565 FL820 FL817 FL817 FL821 FL821 FL821 RT16 RTl LFTA6 HHCP2 UPHD8 HTA16 HTA20 THDH210-2 B. SLIDING Kinco BetterBllt (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 WindCode Doors FL542 w t:l . I z: 00 (.) f-. (/) ~ ~ !: e"zw q::U)~ ~ (/)~Qo D:::NU) en . of-O O.-i~ Z D::: - "..U).... 0 wz.....() w~lnu. w~~<.:) II~. i= ~(/)-z f-f-....w :J e" D::: () is D::: lJ... U. a. ...J zw1f~ 00.. 0 WO(/)3U)lJ...z~i:5 tI) wZ(/)a:lZOO .0 Z I::)Z OWi=zo:: ". f- 0 W U5 -l 0:: ~:J .... l.L.z::S~>lfioocn en o <( n.. ::c w (/) 0... 0:: . IJJ U5~<et:O::o<ecn~ c w '-' 0:: ~ (V) Z 0:: . UJ co 53 ::) 0 <( ::) c( 0:( oct w.....Jf-~~Of-..JJ: C 2=~og~:r:~g~~ C2 D:::"::f--e"O::Oc: 0 8~U58~U5U;DD Li 0) o (V) N o Z co 0 Oil ~ r:: i"- N E ~iQ~ O Wo (J) ~WI ~ lJ...~~ ;;;; 0(V) LO t:l <( u...l N Z '- ~~ ~ w 6 is c:("'),~w ,9 ~~~C2f- u OlJ...CO::)<(,.-10 . , '-- () ".. . C\li"-,-----'"'" (/)~0()::!::,.-1 0. '>t ::) f- en w Ji 8.:r:g:ffio ~ : 0) <( n.. (/) () Z 0 D OTHER 2. WINDOWS A SINGLE HUNG FL820 FL820 FL821 FL821 FL818 FL818 FL821 FL821 HTW16 HTW20 HTT16 HTT22 HUS26 HUS28 H U S41 0 H U S412 Kinco BetterBllt Fla. Extruders Mk 40/50, Mk 40/50 HP 165,165/3000,740/3740,3240/4250HP Series 1000/1500/2000 FL123 FL663 FL42 '>t o o N rl rl General Aluminum 1100/1140/1440/1450/1540/1550/1570/1900/ 1940/1970 FL254,1698 B. HORIZONTAL SLIDER Kinco BetterBilt Fla Extruders (Milestone) General Aluminum RW HP, RW XHP, RW4-XHP 168/3168,680 Series 1000 1180/1480/1580/1590/1980/1990 FL124 FL670 FL43 FL256, 1700 FL815 FL815 FL568 FL816 THO THF LUGT2 LSSH31 o o Z \0 [J W - l- ~ ::J > Ul - o <t o - ~ o .J u.. ..J <t ~ I- Z W Z tJ 0 o \JJ C FIXED Kinco 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 00TDL/11 001450TDL/1450/1550/1570/1900/ FL255, 263, 1697 1970/5000/5300/5350 Kinco M03-04A, M02-03A, M96-08C FL957 BetterBilt Fla. Extruders (Milestone) FE5709/5710/5711/5712/5713/5714/5718 FL974 FE5700/5701/5702/5703/5704/5705/5717 General Aluminum 1100/1900/1970 FL1252 FL816 FL816 FL816 FL816 FL820 F L820 FL820 FL820 FL822 FL822 FL821 FL821 FL578 FL859 LSTA12 LSTA18 LSTA30 LST A36 LTW12 LTW16 LTW18 LTW20 L TS19 LTS20B JUS26 JUS414 NFM35X1178U HTA24-18 o ~~ a r- ~ > I N ...J (J"I 111 III 0 I \0 (J"I W M \JJ ~ M ~ o I I .J ('l'] U1 I.L. .... I- <( OJ U1 D. I W .... ~ ~ -I- D. MULLION . 3. PANEL WALL A SIDING B. SOFFITS FL822 FL822 KST248 KST260 060510606/9500/9510 Aluminum Soffit 41550/45102/451 02N Aluminum Soffit Kaycan Ltd. Cameron Ashley Building FL 1965 FL406 FL820 FL820 FL820 FL820 FL820 FL822 FL816 MTW12 MTW 16 MTW 18 MTW20 MTW30 MTS27B TA51 C. WALL LOUVER D. GLASS BLOCK Pittsburgh Corning Corp Glass Unit Masonry installed w/Mortar FL 1 363 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 o Z w o z C7i~S2 0 WI-(/)w:J oz(/)~<l: oo-:r:> z~t::e(/) <l:N~cr;: 0orl<l:OO zo::ooo ~Owwu <l:-'-:r:-'I- o::OI-WSZ 0:::J0::(/)~ (/);;:woo:: I(/)t:Z::J 1-_<l:<l:U FL817 FL817 FL821 SPT22 SPT24 SPT4 CRV Aluminum Ridge Vent NOA No 03-093008 Modified Bitumen Roof System FL479 5. SHUTTERS A STORM PANELS B. COLONIAL CROLL-UP D. OTHERS ('\J(/) l.!)Z ('.JO rl(/) > l.Jj n::: 6, SKYLIGHTS A SKYLIGHT B. OTHER 7. STRUCTURAL COMPONENTS A WOOD CONNECTORS/ Simpson Strong-Tie ANCHORS see chart ~ o 0:: >-lJ...Z zf-O <(z- ZW~ -(/)> ozis t::50<( ::)()o oZ~ oWo D:::f--~ o...t:l.L. wD:::~ O::S:<( wwD::: roI~ f--f--w Of--() Z:::l . >-00... <(I 0::: 2:t:0 z3:':U <(D:::w -lw2: n..zo (/)z:r: -<(U) 2=~::) w (.) - (/) r-- 0 -....I z - <t: r-- l- I W <..? 0 - w n::: ~ <t: >- Z 0- Z 0 <t: -l () Q.. SHEET NO. USP Structural Conn see chart B. TRUSS PLATES C ENGINEERED LUMBER D. 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. 0... 0:: o () w 2: o :r: (/) ::) M o o N @ S-13 LAST PLOT DATE October 11, 2004 APPLICANT SIGNATURE DATE PRODUCT APPROVAL DETAILS SINGLE HUNG MASONRY (FLANGE) ONE BY '.'DoD "2' CONCRETE OR C^JLK 3ET'.'EEN BUCK BY O"HER~LI2,. I "ASDNRY DPENNiNG '.'000 BoCK & (NOTE 6 ~ 7) 'I. BY OTHERS ~AS'Y OPENING BY OTHERS CAULK BET\lEEN \llNDO'" FLANGE~ ~~ \ I & \lOaD BJCK , H/4' Ml:-i .. . EMBEDME:-iT I r..~. 5 ~I----- INSTAllATioN ANCHOR lie 3/16' DlA, TAPPER (NOTE 12) STUCCO JI \~. i BY eTHERS: SHiM .AS .REGl:'D. 7 1/4' MAX :::~;~~~ i /if \ ~~:~g~O~~:~E RIGiD VINvl, HEADER I GLAZiNG BEA1) \,""H. <TY?,) :'\.l ("INDO"", HEIGH n I CAULK BET'w'EEN \....WDO\.I FLANGE ~ PRECAST SILL IV/ VULK[M 116 ADHESIVE.7 ' CAULK, OR APRV'D. EQ'_ I PE<~I8~~E~ \ ! J BY OTHERS ill. @ PRECAST SILL ~ BY OTHERS . B.\I. (BUCK .'.,Dr-<) I CNE BY '.'oOD J,NSTAlLAT!ON ANCHOR BUCK BY OTHERS 3/16' DIA. TAPPER ,I (NOTE 5 & 7) ("OTE 12) \ SHI,~ ..S REQ'D, '1:\ 1/41 MAX. ' RIGiD VjNYc (SEE NOTES) , \ :3LAZ~NG SE.AD_____ (m) ~ i\\ I 1\7\:0 IMPORTANT INfORMATION tlt GENERAL NOTES These notes are prOVided to enSUre proper in>talJation of Florida Extrude'S Milestone products and must be followed fully. & -1 ~~~E';"~~~ 1- GENERAL INS: AllA TION INSTRUCTIONS I 1) SHIM AS REQ'D. AT EACH I~STAUATjON ANCHOR WiTH LDAD BEARING S;,IM. MAX. I ALLOWABLE SHIM STACK TO BE 1/4", i 2) USE SIUCONlZED ACRYLIC CAULK BEHIND WINDOW FlANGE AT HEAD 8< JAt.,S$. I SiLL MUST SE AlTACHEO TO THE SUBSTRATE WITH VUl.ICEM 116 ADHESIVE CAUU< OR 'V' [I APPROVED EQUAl. APPUCA TION OF VVLKEM 115 ADHESIVE CAULK OR APPROVED EQUAL AT FRAME SILL MUST COMPLY WITH SEAlANT MkNUFACT1.JRERS 1 RECOMMENDATIONS. . /.\ 3) USE SILlCONIZED ACRYLIC CAULK FOR PERiMETER SEAL AROUND EXTERIOR OF W WINDOW FlANGE AND TO SEAL HEADS OF INSTALlATION FASTENERS. 4) FLORIDA EXTRUOERS 1000 SERIES SINGLE HUNG IS SHOW~, THIS PRINT ALSO APPLIES TO THE FLORIDA EJ<.TRUDERS 1500 AND 2000 SERiES SINGLE HUNGS, 5) WfIIIDOW FRAME MATERIAL: ALUMINUM ALLOY 5C63, GLASS (TYP)(SE:E NCTES> .. ,.~~~~3f: F~~~~ : JI! ~ I AMB S~~t~'/~~~~6~ >j "' ~ \,IOOD BUCK PER;ME TER /1 \ CAULK - ./' I ItJ '.~ BY r:n1-~ERS /"" j . (I."il,'JDCV '.v:DT;.-O /'" 1 S":'JCCO 'By OtHERS -------CAULK B€TW't:E:J SFCTiON B-8 ~J~~. B~"c~T~G J SY C"'HERS CONCRETE :::R M.ASONRY OPENING BY OTHERS GLASS h. (TYP) (SEE N07ES) i BH. (BUCK "" CUrT> r UloN GE T Y P'E I CONeRE "'"E CR ,~ / ;l:"CO"'" FRAMEI ~~sg~~~R~PE"ING ~" j I qq \ \~ - 1-3/8' I ~ D I MIN EMB, ~ I " ~.> SECTION A-A I JI i-A~';'-l ~I' 1 I ~I ViEWED FROM II--' A 8: C EXTERIOR It /dlr~ I J 8 K 8 \,j,H, F ANCHOR INSTALlATION INSTRUCTIO"iS GENERAL; 6J NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH COR~ER & AND B" ON CE~TER. USE A HARDENED "T-NAlL" WITH A 0.097" DIA.'1ETER ANO I 3/B" LENGTH (5/8" ENBEDMENT), A HARDENEO "MASONRY NAIL" ~ A 0.148" DIAMETER AND 1 1/2" LENG7H (3/4" EMBEDME~T) OR EQUlVALE,NT. FOR AL TEMATE SECTION ANB-B. USE A 0.113" DIAMETER COMMON WIRE MIL Wmi A 3/4" EMBED(~ENT OR EQUIVALENT FOR NAlUNG NON-STRUCl1JRAL ONE BY BUCK INTO A TWO BY STRUCTURAL BUCK. & 7) APPliES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" T11ICKNESS, NOT INTENDED TO liMIT TO NOMI~,AL ONE BY WOOD BUCK ONLY, BUCKS GREATl:R THAN 1" NOt<llMAL (3/4" THICK) AND lESS THAN 2" NOMlNAL (1 1/2" THICK) WILL REQUIRE NAIL lENGni SUFFICENT TO MEET EMBEDME!NT REQUIREMENTS OF NOTE 5, & 8) AU INSTALlATION ANCHORS MUST BE MADE DF CORROSION RESLSTANT MATERIALS OR HAVE A CORROSION RESJSTANT COATING APPliED SUITABLE FOR T1'1E ENY1RONMENl' AND/OR FRAMING MATl:RlAL, WHERE ANCHORS ARE USED IN PRESSURE-PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS CO(~PAnBLE WITH TrlE PRESSURE-PRESERVATIVE TREATMENT PROCESS USED. 9) ALL FIELD SUPPliED HOLES IN THE FRAME (IF REQUIRED) WIll BE 3/16' IN i)rAMETER. 10) WOOD SCREWS SHALL MEET ANSl 818,61 DI~lENSIONAL REQUIREMEi'<TS, 11) IF WOOf( TENDS TO SPliT, PRE-BORE HOLES AS FOllOWS: #8 WOOD SCREW . 1/8" DLA. PILOT HOLE &. #10 WOOD SCREW - 9/54" OrA. P1LOT HOLE (NATIONAL DESIGN SPECFlCATION FOR WOOD CONSTRUCTION). [SEE SHEET 2 FOR CONTINUATION OF NOlES) . q :---... ~ 2X4. 2X6, 2XB '.OOD BUCK i'--- ~ BY OTHGtS (SEE NOTE 15 & 23)& ~ ~ ~ ~;pET[~~A'~~OC~O~~C~,"; ~;dEI~~) INSTALLATION ANCHOR #10 \,IOoD SCRE\I (NOTE ,5 ,.ecl 15A) SECT:OI'" A-A (ALTERNATE) &:, For irstallationvvith two by with or w/o one by wood bucks. I GJ (' ", ,/'~'::f~~~~~t~. ., ~ ~:;~~~~~.~-,., '. >>/',: iC: -,' '~\~~". ..._... ;~i", ., 3 ,;. (\.i ;.2Jic~ '\~~%,j';"7;.:\~t5-/ ... '>',.q,,'.. FLORIDA EXTRUDERS INTERNATIONAL, INC. . 2540 JEWETT Ul~E CE""f'CATE OF ^"'hORIZA110N NO. 920$ SA..'\iFORD FLORIDA TITLE: INSTALI_AT:8N DETA;L SGL. ClUNG FLANGE ~ I ~D8~S - Sf:R; ES 1000 . 1500 ~ 20DO DRAWN BY: BB T APPROVED 13Y:R,JA DATE; 12/19/03 [SCALE: NTS!DWG.:FLEXOOI6, SHT 1 OF 2 " w~ .:~ /( A-~ ~LEVi\TION REV DESCRIPTION DATE IINI C RevISEO NOTES ~, 6, 7. '2/"/C3-I;R J A 8, iti, leA. 4: 22. ADOe:O" ';1 Jjr NOi"'E 2J, ~ty1SED I AND/OR ADDEO RElATeD I 1 RfFrR(.',(CE:S AI.(Q 1 ,ILLliSiRATION$ FOR NOll: I RevISIO'S. g~ ,,~ ;~ ...,:;. ~~ ~~ SINGLE HUNG FRAME (FIN) 1/4' MAX ~ ScI~ SPACE : hJ BY \,IOOD I ;:- BV D-HE~S I =Or~i!~ / 0 ~ EM~;~~~NT MI , I ~ <V:JOIl seRE'",,) I r -11'1 d0/X'XI'. ", i i~ $HE:A TH:.'JG BY O"HERS \,II~iJ';jNF;~~~ ~-I/!I / \~ ~~~h~!li~EEN JA~B PERIMErER L INS"AllATIDN ANCYOR CA~L< *8 '.oDD SCRE\,I SHO"",N BY CTHE~S STUCCO BY ]"HERS SECT,ON 8-8 -I -- l' MN EMBEDMENT ("",ODD SCRE'..) CAULK BO\lEE'< SYEATrllNG rP'O BY \,lOCO \ljN~~~~~SiN~ BY OTHERS BY OTHERS :NST ~LLA -ION ^'JCi10R Si"lM AS REQ'r. ~B I.'DOD seRE"" SYJ\lN ___________ >., 'I (SEE N07ES) STuCCO tr \j Br O"HERS I rT / ! V _ GLAZ:NG (TYP) 7 II J (SEE .NOTES) PER'MccR II \14' MAX. 'CAUlK ~ ~H;~ SPACE BY OTHERS I UN TYPE I - "'I~DOIV FRAME rlEADER GlAZI~G (TYP) I ~ (SEE NOTES) ~ --- 'w'I:-.JDOV W':Dn..., IMPORTANT INFORMATION &. GENERAL NOTES These notes are provided to 6f1SUre proper instailabon of Florida Ext:n:ders :-1i!estof;e products and must be follov,ed fully. GENERAL I~STALLAllON INSTRUcrrONS SHl"~ AS ,EQ'D (SEE NOTES) 1) SHIM P>S REQ'D, "'T EACH INSTAUATION ANCHOR WITH LOAD BEARlNG SHI:-I. MAX. ALlOWABlf SH!M $lACK TO BE 1/4", APPLY A BEAD OF VUlKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER cOCATION PRlOR TO INSERTING THE SHIM TO ADHERE THE SHlM TO THE SU8STRATE AND/OR WINDOW FRAME. FULL BEARING 8E1'NEEN THE SHIM. SI"BSTRATE AND WINDOW FRAME ARE REQUIRED. 2) USE S1UCONIZED ACRYUC CAULK BEHIND W1NDOW FlN AT HEAD, sru &. JAMBS. 3) USE 5lUCON1ZED ACRYUC CAULK FOR PERIMETOR SEAL AROUND EXTERIOR Of W1NDOW FRAME. 4) FLORIDA EXTRUDERS 1000 Sl:RIES SlNGLE HUNG IS SHOwN. THIS PRiNT NSO APPUES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGCf YliNGS. 5) WINDOW FRAME MATERIAL: ALUMINUM AlLDY 6063. ANCHOR INSTAUAllON INSTRUcrrONS 1--- \w'L\iDiJ\I__-1 ! 1J1DTH I , "'...., I r '1 J GENERAL: ! w'lNDC'W ~ElCi}<T I 11 D. &) ALL INSTAlLATION ANCHORS ,'lUST BE MAD!: Of CORROSION RESiSTANT / r" M MATERIALS OR HAVE A CORROSION RESISTANT CDATING APPUED SUJTilBLE FOR ..Ii f.I~, ' . THE ENViRONMENT ANDIOR FRAMING MATERIAL. WHERE A,NCHORS ARE USED IN 3 " B PRESSURE'PRESERVATIVE TREATED WOOD, THe WOOD SUPPUER SHALL Be ~.I CONSUL TeD FOR RECOMMENOATION OF ANQ-IORS COMPATI8LE WlTH THE , [QUALL Y SPACf: PRESSURE-PRESERVATIVE TREATl'lENT PROCESS USED, 7) AU FlELD SUPPUEO HOLESlN THE FRAME (IF REQUlRED) WILL BE: /.\ a) 3/15" IN DIAMETER FOR #8 WOOD SCREWS, AND M b) me SHANK DIAMETER DF mE NAIL ROUNDED UP TO THE NEXT S1ANDAAD DESIGNATION DRlLl BIT SIZE. S) WDOD SCREWS SHAU ~lEET ANSI B1861 DI~IENSIONAL REQUIREMENTS. 9) NAlLS SHAlL MEET ASTl'l F 1667,'STANDA/lD SPECIFICATION FOR DR.'VEN Fi>5TI:NERS; NAILS, SPIKES, AND STAPLES," 10) IF WOOD TENDS TO SPliT, PRE-BORE HOLE I<S FOLLOWS (PER MTIOML DESIGN SPECIFICATION FOR WOOD CONSTRUcrrO~ REQUIRe~'ENTS): aJ #B '11000 SCREWS - l/B" DlA. PILOT HOLE. b) 0.113" DlA. NAlLS. ~44 DRIU SIZE PILOT HOLE. 0) OTIiER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 7S% OF THE NAIL S DIAMETER P>S REQUIREO. 11) WOOD SCREW A.."'lO NAIL WlTHDRAWAL VALUES USED TO GENERATE FI<STENING REQUIREMENTS ARE BASED ON SOUTHERN PlNE WITH A SPECIFIC GRAVITY OF 0.55. 12) '11000 SCREWS AND NAlLS SHAU NOT BE MiXED TO FASTCN mE SAME ASSEMBLY. - 1.3) 1"'000 SCREWS AND NAlLS SK.AU. NOT BE USED TO ~ASTEN ASSeMBLY INTO THE END GRAIN OF WOOD. - , I~ ~. A,~CHCR SPACING Ii (SEE BELDI"I); j -.-r 11: I_I A,NCHoR I SP.ACING --1 (SEE BELo"",) I ~ GUZlNG (TY?) )11 (SEE NDTES)_____________ I , 'WINDOI,.I HEIGhT J - H'ANCHCRS CTYP.J !j ___L II A--J 116' MAX J I (TVP) r ....I ,_ $' MAX, (TV?) ELFVATION /1 I"IN TYPE ;== / \,IINDe'.; FRAMf: V SJLL :~:i~~~ ~r:l br ~ ~~:,::" l~STAlkATlON ANCHOR T~:' ..11 'I -............. - ~~OO.!lJE~;OOD os \lOOD SCRE. SHOVN --------+-..J ' BY g~~g~~----- ....]..A'".Ji CAULK BETIiIEEN ',lINDaI.' FIN SHEATHlNG ~ SHEA7H!NG BY OTHERS _ VIEWED FROM EXTER'OR HEAD SILL !. ~AMB ANCHOR SPACING CO 70 PSf DP.J "",JOD SCRE\,I, 24' DC ,~AX (TVp.) 'NAIL' 7' C C. MAX FOR ~A,~BS AND 10' DC, ~,AX. FOR HEAD ~ SilL SFCTiOi'-1 A-A f---l'MiN, EMBEDMENT (\,IoOD SCREI"I) " ~~ ~g :!i~ ~~ ,:J ~::J 1i1!1: ~~ ;/~;~~~:~:~'~~\;~~ . . . '." REV DESCRIPTION DATE I INI ;(,.. '. '. ~B' ll!':ViSWNOir-T!O_ 10/' 03 R 'A fl.t',! ; - -- ^OO REQUIREMENT TO ./ I '-' '; l~: ~1~ ~~\~g:ELS~TI~~UlK i . '<;' , <' C I~~:~~g ~g~ ~. AND i12JlomiRJA \<~~~~~~~~;~s,i~~~/ I ~~,'tR~ZTtEF'ECT N~l i I [SEE SHEET 2 FOR CONTINUA TJO~ OF NOTES) FLORIDA EXTRUDERS I~~~~N~i~Vf'Ll~i CERT1f'CATI: OF Aun;CRIZA~C" NO. 9235 Sk"iFORD FLORIDA T1TLE: INSTALLATION DETAIL~/#8 SCRE'.S CR NMLS SINGLE HUNG FIN ~:NDO~ - SERIES lOO~ 1500" , 2000 DRAWN BY: BB I APPROVED BY: RJA DATE: 12/10/03 I SCALE: N. T, S. !DWG :FLEX0026 SHT 1 OF 2 lOCOSH, rlXaXl/6 1000$H-, rlX2X3/8 oA"B (TYP.)~, ~ res!: "vLUON JAM' ("YP) \ ~ rUBE MUlLlON f( 1__..._,,~ liS X LIZ SELF" '1 n r_ \fax 1/'2 s:E:LF' T APPI"jG SMS T AP?!~G SMS \i~ ~I 'j~ \ ::JJ I TYPICAL VERTiCAL TJ HORIZONT^" ~UUON TO ~UlWON ~ '2 X .. X 3/8 I TuSE "UlLlON \'1/ :000 S."'l II JAM) <TYP'.> I =1 ..... lOOC $,H.-' .AMB (F?;~ 1111 1 X 2 7/16 X us TV3~ MULll0N , ~ ,I II ~ 1 II i .i' ~a, < 1/2 SELF I ~ 7APPIMj SMS I ! I ::Jl I I j ! y===l " IN'TAl'_A-ION SCR", ..----i ""\ ~ s~~~;~;:, ~i :~6g J/ e. !'IUt.LtCN \ ;)) ~ ItB X )-1/2 SELF TAP? !NG SM$ , , II j S~~f~~ ~~~~~~~ j/ $. ~V..ltCN Ita x 1-112 SEV' fAPP:,....C S!o1$ SECTiON A-A ( 1 ) SECTION A A (2) HORIZONTAL SLIDER TYPICAL MULL INSTALLATION W lL.~0::: '00::0 W lL.lL. ~~~~ ~-O::::l W X~D::O U 0::::llL.() f- O::OZ() o..~w~ o ~O~b Z WO:::I-z O:::lL.w W <(zo:::o '1"'1 OW<(O '-' w:S::(/)o <t:f- 01- ~ Z Z 0<( O ::::)w-w OO:::(/)"'" ~zo:::; o ~(/)w~Z LL <.;lz~lL.O W ~QOoi= O(/)D::I-() 0:: O6]Q:S:::::J <t: lL.",o::()o.. w=:wOo.. ::J 0:::01-05<( a ~...J~ ...J ,,, -'...J O::...J V" I g~ ~-~~ !...JW-Io):. ...J>~zo:: <(0:><(0 MASONRY (FLANGE) "ASO~~~C~~~~I~~ B~~~l~ ~~1';EE;tN~~g I~ST~'_L~l I~N ANCHOR IMPORTANT INFORMATION &. GENERAL NOTES ANCHORINSTALLATlON INSTRUCTIONS ICONn IC:::" B" CTHERS ~~ BY Q'rlERS F t:~~E ~~~ A?PER These no'es a~ prOVIded to ensu,. prope' ,"stallator of Florda Ex!rede:; Mlestune LL':, IN[ B~ "VOD:\ ~ productS ard must be follov-ed fully GENERAL (CONT): BUCK BY O'rlERS~ I 1- - CN'HE 6 ~ 7) <\ ~ ~ I 11 ~~{i:M~~':. GENERAJ.IN~ALUlTION ,NsmUCTIONS 7) APPliES TO ALL NON.STRUCTVRALBVCKS lESS ToAN 11/2" THICKNESS. f,OT C~UlK, BET""EE~ <l U - , _ INTE~OED TO LIMIT TO NOMiNAL ONI: BY WOOO SG~K ONLY, BUCKS GREATER I.',NDC'; FLANG_ I, SHIM "5 R"Q D AT EACH I~STALUlTION ANCHOR Nffi' ,0,1) BEARl~G SHIM >lAX D. THAN 1" NOMlMAL (3 4" THICK) AND LESS THAN 2" NOMINAL (1 112" THICK) 'Ill' I ~ I"IDOD BUCK ~I > !./ -I -j ALlOWAS_E SHIM STACK TO 8E \/4". m REQUlRE NAIL LENGT~ "~mOENT TO ~IEET EMBEDMENT REQUIREMENTS OF ' \ '1/4' SHIM 2) wSE SJUCONlZED AC~YLlC CAULK BEHIND WINDOW FLANGE AT HEAD & ;AMBS. 5ILL NOTE 6. - ! I, ~ I SPACE MAXl MI,;ST BE ATIACHED TO THE Sv8STP.ATE WlTH VUlKEM 116 ADHESIVE CAULK OR B) ALL INSTALLAllO~ ANCHORS MUST BE ,'lADE Of CORROSION RESISTANT I "~I " ~ APPROVED EQUAL. APPUCATION OF VUlKEM ~ 16 AD.,ESlV" CAULK AT FAA'IE SIU MlOST MATERIALS OR HAVE A CORROSION RESISTANT COATING APPUED sun AaLE FOR \ II 11 COMPLY "lITH SEA:..ANT r-',ANUfACl1JREf('S RECOMMENDATIONS, mE ENVIRONMENT AND/OR FRAMI!\JG MATERlAL. WrlERE ANCHORS ARE USED I"J 'II ill . I , /:::"C 3) USE SlU. C. ONlZEO ^C~YLlC CAULK FOR PERIMETER SCAL AROlONO EXl ERIOR OF PRESSI,;RE.PRESERVATlVE TREATED WOOD, THE WOOD SUPPUER SHALL BE STUCCO II, I LL':, WINDOW FLANGE AND ,0 SEAL HEADS OF INSTALLATION FAS"'NERS. CONSUL TED FOR RECOMMENDATION OF ANCHORS CO~'PA"BlE '.'11TH THE BY OTHERS ~, I'L I I 4) F."ORl~A EXTRUDERS 1000 SERlES HORIZONTAL 5UDER IS SHOWN PRESSURE.PRESERVATIVE TREA,MENT PROCESS USED, i II I~ .J; \ ! S) WINDO" FRA,~E MATERlAl.. All,;MINlOM ALLOY 5C6J. 9) ALL FIELD SUPPUED HOLES IN THE FRAME (IF REQUIRED) WilL BE 3/16" IN I PERIME'ER l:'UtllfD L S"'I~ AS ;tEQ'D i DIAMETER. I CAULK ::l;: (SEE NO'ES). B H ANcHeR :NSTALLATION INSTRUCTIONS 10) WOOD SCREWS SHALL MEET ANSI BI8.6,1 DIMENSIONAL REQUIREMENTS, i BY CTcERS I (BUCK !I) IF WOOD TENDS TO SPLIT. PRE.BORE HOLES P>S FOUOWS: #BWDOD \,I,H ,I I ',EIGHT> GENERAL: . SCREW _ l/S" DIA. PILOT HOLE & #10 WOOD SCREW. 9/64" DIA. PILOT HOLE ('.INDO\,l .' ~ .--. rl 'r-1'IL v E. D. 6) NAJ. L AI1., ACH^,ENT OF NON-.STRUCT1JRAl. ONE a.Y BUCK IS 4" FROM EACH CCRNER ANO (NATIONAL DESIGN SPECiFICAllON FORWOOD CONSTRUCTION), HElGHT> I I III ~ ~~~~g~ ~~ME: W a" ON O'NER. USE A HARDENED TNAIL" WITH A 0.C97" DW\ETER A/.D 1 3/S" LENGTH [GLASS cryP) i HEADER' (S/6" EMBEDMENT). A HAROENED "MASONRY ~;I\lL' WI"'H A 0.146" OlA,'IETER AND I V," 3/16" DlA. 1 APPER CONCRETE SCREW (WITH NOr'l-STRUCTURAl ONE 8Y I (SEE ~O,ES) :;n,I1!:J~\ I LENG7H 13/4" E~18EO"ENT) OR EQUIVALENT WOOD 8UCK)' I: II....J J ~ ClNE: 3Y \';~DD BUCK By C'JNCRETE :~ I III I ----.1 : ~ QTHE:R:S (NOTE 6 ~ 7)~. Mc\'S:JNR'T' CJPE.~L'IG 12) WHERE WINOOW rs rNSTALi..EO IN MASONRY OPf.'ilNG ~v.rrH A. ':" i _ . BI.' "---1 ay JTcERS ~~~~~~~~~~~~~~6~~/~K~~O~:'liv~S~I~3~~;i'D~E~6;~'Ii4" 1- U/)J RIGID Y!\iYL (BUCK \<lIt 1-1>1/4' SH[M_ I, -~.;g~~~~~~.i INTO MASONRY OR CONCRETE. PC,I"OER II l~ GLAZING BE~;)' O._ANGE TYPE SPACE MAX. II ,- 13) SEE SHEET 2.FOR TAPPER INSTALLATION ANCHOR LOCATION CHART. lETTER - rAULK II I~ (TY? > \,.I:~JO''''' FRAt-1'E SHr~ AS R(Q'D- ~I \ DES1Gr'iATIONS ON TIiE TAPPER LOCA'T'JON CHART IN0I(ATE WHERE TAPPER B~ JTHERS '\ ' III FLANGE TYPE I .AMB ~SEE- NOTES) ~ II \ > CONCRETE SCREWS ARE TO BE INSTALLED WHEN USING THE EXITRJOR ~rlll .~. ~1~rl_NL"_VC_'~' I'S~A/~L6~TDIf;<. e"ANCpCpCERR:D~~ 'I~\ ElEYATIONASAKEY. - ". ." 14) TAPPER CRAWL) CONCRETE SCRew MANUfACTURED BY POWERS FASTeNING. I '.-l eNOTE 12) i;" 'V' INC. WILL BE USED, TAPCON (by ELCO TEXTRON INC.! DR mEN (by SIHPSON RIGID VINYL / STRONG-TIE) CAN BE SUBSmUTED WITH THE FOLLOWING LlMnATIONS FOR I <1 \ ' GLAZING' r!(AD7, THE cORlZONTAL SUDING WINDOW SIZE ;)24, D245, 02S AND D26: \ I GLASS (TYP) / II .J INSTALL WIO ADDmONAL FASTENERS IN HEAD OVER CHART REQUIREMENTS AT LOCAllONS A ANO D. IS) ALL REMAINING FACTORY APPUED INSTAlLA~ION FASTENER HOLES ~T USED FOR TAPPER CONCRETE SCREW INST ALLA llON SHOULD BE FlL1ED WlT1i #S ~ PReCAST SlLl I I : I WOOD SCREWS DF SUFFICIENT LTH TO PROViDE MJ'<. SIB IN, EMBEDME~i INTO AD~(~~.{Ec~u~~ PRECAST SIll J SEeTON A-p., CA~~K BET'J~:21fE". ________ l. WOOD BUCK. DR APP~DVED ~Ql BY :,HERS '.'i~SD''; FlAN':iE ------- ..... i #iO WOOD SCREW (WITH STRUCT\JRAl lWO BY WOOD BUCK): r---, \.;, \N - ~ '.JOD BUC( ~ l' P A PeRiMETER.. 16) wHERE WINDOW [S INSTALLED IN MASONRY OPE~ING WITH A STRUCTURAL j --, C~UlK STUCCO TWO BY WOOD BUCK, USE #10 WOOD SCRE'NS (ANSI BIB.6 1) Of SUFFlGENT ; A 8 C i D BY O"cERS BY O'HE~S LENGTH TO ACHIEVE 1-3/B" MIN EMBEDMENT INTO THE TWO BY WOOD BUCK. --r-::-E -}-l:.i I ----c'."ND~7,\,I\I'O"H) ICAUl'< BET'.'EEN 17) #10 WOOD SCREWS ShALL BE INSTAclEO AT ALL cACTORYAPPLlEO T E ' -t' F ., .w .U "'ODD BUCK ~ INSTAcLATION FASTCNER HOLE LOCATION5. I ,[ ~ i dl SFCTiOi\J MAS'Y JPENr."G lB)WOODSCREWSSHAlLNOTBEUSEOTOFAS~ENASSEM81YINTO,HEEND ~.H i # I # .- hi. H ~~ ,/~~'~"iJ,~;~" 8-8 BY CTcE,S GRA;NOFWDOD. [SEESHEET2FORCONTINUAllONOFN0TE5) hi G + II 'tH'~: ,~,f.r"i:~".~":'.~J.~\~;'~~~'\~Z{:~:.:":i: REVI DESCRIPTIO:s'iDATEJI!fINI FLORIDA EXTRUDERSI1l~~"t~~1~'~i , 8 8 ~z " t~.,., B ICORRECTEO TYPO NO-E"O/'6/C3 R 'A C<RT'F'C'~,< A' '''."O"IZA-.'ON NO. 92'S ""'FORD, FLORIDA I I ~ ~ /~--,t-r'~-~ I" & '6 ANQ CrlA."K;EO 1" -...I ........... ~ r ,""f' '" oJ .....l"U.~. I ti I +1 J ~ ~ ;, l~ ",' ~4i2.'Z2'jV-~ i ~~~T'O~ ~~ :,~g"f;S ii TITLE I NST AI_LA T I ON ;:JET A I L ,,// TAPPERS ::~ >, ..', '.r:: [HIGH:' , ( HORZ SLIDING rLANGFw'I.NDOI,I SERIES 1000 ELFVATION A -.-J i~~'~'S<':~k~.."....?'..:~_\;:":';>' C i~:gPN":~~'os~~:}fg 1:2/l9I03IRJA DRAWN ByBB 'APPROVED BYRJA ViEWED FROM EXTERIOR",.., . ION!: 8Y aUCK CAL-O,,'! i DATE: 12/19/D3'SCALE: NTS DWG.: FLEXOC20 SHEET I OF 2 tCOQ S.H.'"l r1 x 2 x j/S ",AMB CYP) \ _ _ l _ TUB[ '-lULlION Iii ,J[:: d :lETAIL C 1 X Z x ~/e n.;BE MULL!CN 2NE 'v .,.IDD~\ Eue K BY J, eERS .q \ r CONCRt T E: ~R ~,AsaNR '1' I. 3Y OTHERS . d, 1(1)0 S.R, JAMB CTY?) \ =1 ff: 1 1/" MIN. E"BDMENTI d If ita x 1/2 S~<...." TAPPING S.MS l}8 X 1/2 St:l..r i AP?lNG SMS J l1Lo "I Ii f " 1 lc: \ Pi \ '-, StA!...ANT B(TVE:E~ ~ '-L- ViNDCV ~L ANGf;$ , ~u..UClN #9 x l-:/Z SELr "'; APP jNG SMS ! _ L---- ~ ;;1} "-L ~1~~~~i ~t~~~N So MULLlCN .:e x t-1I2 S(\.1 T ~PP:""G s ~$ SECT,ON A-A (2) ! : \2 INS-Al...A-!DN ANC,..GR 3/10' D:A L T ",peON SC 1(:('" ANCf.iQR CYP) I I EXTERNAL fo"VlL lQjIj : I ' I lNSTA.I.LATIDN CUP , I "" 'TYPICAL MULL'ON TO CONCRETE @ H(.>O I' I 'c'_lICN -./' I ~ I (APPL,ES TO H(.>D &< SILL NHERE 1" X 4 i .J.l.t- & 2" X 4" 'U8~ "0L"IONS ARE US~D) ~' :lE"'~L8 ....! tla x UZ SEU" unl .rINS"~LlA;!rm ANCl-;CP iAP?IJI.lG SJ.'lS I' 3/10' D,A. 1APC;JN I. r / SCRE"" ANCHOR (T'r P ) I r S1lL ell? Pi <(]\~ I / -.l SCtlL,;l1'lT BETV'::.EjIj "-lNDC,* P_ANGE:S I I '1 l/"" Ml/'of. , f1UlL.ION 'Q,~ r.:~1BE.D~EN: "'- PRE:C,4,ST SI~ Ij.Y iJ';'f-'::r AUX1UARY ?LATE ~FOR ADDl"'-lDNAl ANCI-QRS, "'~f:N ROUrRE:D) i! ~ aJ f-.(/) ~ ~ <.:'lZw ~<D~ (/)~Qo D::Nt.O . 01-0 o...t~ E5z~() w~~Li w<(~<.:'l II'*" , Zr,:;~2 I-I-....lJJ a~()O OClL.Uoo.. ZWW.....J 00.. w ~:::d;'5 S ~ lL. Z ~ is WZ(J')roZOO ~Q I::::)zwQ:::Ji=ZO:: 1-0 <r:r:(/)<(O::::::J lL.Z-lI-SWOOCl:3 o <( a.. :r: w (/) D.. 0:: . I-W::::;!I-O:::O-lta->\ (j) ,... ...... - <(.... W'-'O:::3:MZo::: 'IJJ roO::J O<(::Jo:(< w~ti~~85~O ;r:~::::l~:r:Z::::)<- (; ~ g: 0 t: ~ g:OUO:i 1-:S::(j)U~(/)(j) 2 X 4 < 3/a -.. ~ TUllE MLJLUCN \ SECTION A-A (1) 1 x 2 7/16 x VB Tl.il( KULLlON lDOO S.H., JAMB (iYP.) :~l x 2 7/16- X 3/8 t:oo SH l Tl.iB( l<luLL.ION I .'MB C1Y?'~ rr::: .a X 1/2 SecF ~ ~ TAPPiNG S!<(S ~ 'Au;.vO~TJp~ I, i _ co . _ \ : =1 = II- Ita x 1/2 SELF' rAPPING SMS ~ l ~ !:; \ #e: x 1-1/2 SELF~ TAPP[NG SMS ~, q SeAl-AN1' B(T\lEEN 'w':NDO~ F'LAMG("t I. io\UI..LlCN tiS x 1-1/2 stlF'" T AP?lNG SIo1S ~, ,-, ~CAi.ANT ~tT'WEE~ ""'-- ''''tNDO'\.' ~lANGES t. ~I.!LL10r>( us; ;( i-l/2 sra..> TAPPING SMS SECTION A-A (4) tX4X3/9 ~ '!"UBE t'lULLlDN ~II II il lOCO S',~,} ~ I i Ii i ....Al-jll (F?) J j I I ~ \18 x :/2' SELF' 1;1 r.1l9 x 1/2 SELF' \. j./ TAPPING SMS TAPPING StIl$ ~ If i ~ S>CT!ON A-A (7) ~-, ,r ~\ 11# d l II AJ A I 8 _SECTION A-A (3) 8 ] -* '1i I: -IT 1 X 4 X 1/8 fl.:8€:" MULL ::ON #[ 1 II n -1[1 0 MUlll~~7 _M~OO~,;P";~ " J -,-~ 1t6 SELF' TAPP1NG SMS CTY?.> ~ VIEWED FROM EXTER:OR ~ FLORIDA EXTRUDERSI~~~'l;i~W.tlli~ SA.'lFORD nORlDA 'lTI"J: SER 1000/ I 500 FLANGE SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIFS DRAViN BY: MSH I APPROVED BY, \lA.B DATE. 121 1/03 TSCALE: NTS ID1!'G: 1 VMFLG -'" ~I"~~ "N~it'l x ~fc:~-~: <:"'i~ ~roo~ c'" ~ >! ",", ..J P ~ Dc: . ; \ i l ,f 1:, ;J} ~. '- f S€:ALANT 3(TVEt:N 'L \olINDa'" Ft..ANOe:S !o MULLlCN liS x l-1/e SELF 'A?PING SMS SECTION A-A (6) > .:"\ 1(;\ :?l ~ '" S"LANT 9ETVEEN 'L Vlf-jDO'J FLANGt:S S. MULLION .a X 1-1/2 SELF T APP lNG SMS SECTiON A A (5) HORIZONTAL SLIDER FRAME (FIN) 1000 S.H., r ~ x 2: x lie !DOC SJi'l r Tl'~."E2 :''(UL3L/IOBN -'.J~ BY 'vIDO-D ~ JA/'l) <TYP,) \ -1-----, Tt.,]"( MUllIJN JA,"'ll CTYP.) \ ~ I~ ~ DUO~ BY OTHERS 7' 6' ",SAP?<I",',/G2<,~EScr ~ ,,~.. < 1/2 'ELF 11/.' M1N. --t-- A "' ,II " >'" 1 AP?ING SMS EMEHMENT , . ~ [II rl ~ I '.,.. ., L,. J<::, PI ----I: \ ' ~ 2 x 4 X 3/0 ~ I I \ ~ScEATHING \ \:~ ~(,foLIlNT .)(1'V<::ZN TUSE MULLION \ I 1\ INS'-~lLA-!CN ANC}<C~ 1'1;6 '...'oeD \ "'--L- ~~~E~~T r~;1~~E:>< ~l~eE;:'!o'NRA~t I I I I ~ I \. seREV lrtP) \\.- ~g X i-l/e: "s';~~l~C'" ~9 x ,-112 SEl> l'I'llj)' J _ ~ - f~fitY~i1i:~L1!~,~ TAPPiNG SMS "rAPprNG SMS :-IULL!CN ~J ,,-- SECT'ON A-A (11 SECTION A A (2) lOCO SH., I I APPLIES ro HEAD &< Sill WHERE 1" x 4" J' < 2 7/16 X lIa -1 < 2 7/1. X 3/6 JAM' (TV?) \ II I I &< 2' X 4" TUBE MULLIONS ARE USED :000 S.H.., Ti;3E f'1Ul~!ON lOCQ S.H. ~\ \ 'I JAMB CTYP:> \ = -IAH'a CTYP) I TuBE: ~lJlLION ~ llr: I A?PlJES TO HEAD & S/!....L Wl-''ERE 1" X 2" \ I I I &< ," X 2 7/16- TuBE "uLc!ONS A,<E USED =1'~ ~ r--:r. '6 < 1/2 'ELF ' ~~P~I~~2S~~lF r~rrr ~~P~I~~2S~~L' , - irr TAPPING S"S : DETAil B ~I'~::J~;Ti~~~HO< ~ ~ r ~ (<; \ ;;1) II ,I rSkLeUPI ---10; \ --r"'-- PI IE \ ;;1} \ " ...--'StAl ANT >ETV'" ----L \ \:' lfS X 1-1/2 snr...J. ~ 'oI!NDO"" rLANGES I 1 1/8' i'11N ~ ....... seALANT 3ET\JEEN "'-------l.- ~l~~t~'T F~7.~~EtN TAPfllNG SMS " ""UlL1CN EHBE:DNENT ~ ~'~Bi'~lD~"H< . ,'ULL:ON SECTIO,,. A-A (7) I """'''W" , --r 1t9 x I-V2 selF itS x ~-tl2 SSLr TAPPiNG $MS "rAPPfNG S~S ~~ -... \tGCn F:<~=I<G ":"Q~ ~;,: l~:" >;~~i,: l~~ # r till # 1 I ". .~,:;':~::'~'Y::. "M~ ! I II 11:1' A I i A : II! ig-i;-@~] I 1000 SH. ~ '1'1:.. - - ~ n I I JAM a (TY?~ I ' 1;<= oa SEl~M~ A;;yl~~ EL:::TION "-( llllilJJ i MULLlON I 0 I II ,j ~ 'S X 1/2 S!:LF ; ~ ~:~?~1~62S~r-F VIEWED FROM EXTERIOR , L2-J -it [, 'I,r '.PPINe S"S ~ : If w ::2 ... . ", ~{: IFLORIDA EXTRUDERS~~N~l~~#'rL\i i r==1 .--- ~ In.: " ;;: 1:]' , SANFORD. FLORIDA ~I le ;)I ",.N".,,,, 1Tl'l'LE1SER, 1000/1500 FIN SHEET 1 or 2 Ig~.... of: VERTICAL MULLION SECTl:J"S \:"---1- SEALANT ,",'o'EEM \:~L ~~~~~~T ;'~~~CE" j1i5 ~ "'.~, I SEE OTHER SIDE (SHEET 2 OF 2) FOR t~BE~,J:AA( . 'ULL:ON I""", g i,; I DESIGN PRESSURE CAPACITIES 1/2 S!:lF !S < 1-:12 SELF il ~... EV I .e X 1- T'PPIN' SMS "'0"' ". ~ "..' ",.. DRAWN BY: MSH APPROVED BY. '.,.'13 TAPPING SMS "",,_, SECTION A A (5) SECTION A-A (6) ,. Get ...; 'D~TE.J?ll/03 jSCALE.NTS 'DWG.: lVMFIN . DE"'AIL C $HEA"~IN"" i ~ T'''';:; BY ";00::1 CAULK BO'NEEN BY O"HERS ~l !'i!j!~ K BY OTHE~S '/4' "AX "INDO''; rz~ & ~:;" - .iNDOII I,/WTH -li SHiH SPACE CAULK 3ETI.'EEN SKEATH:NG ~i[1 -~g \ "'.""H ~.,. Tl.'o BY '.OOD ~ [I.'INDO\l'IN ~lt56~tL~g~;.A~~;;~----.l~-C-~ ,II ,\j I,I^ I!-"",~'JDD'.,' W" BY O"HUS I & SHEATHING I ~ i SH,~ AS ,[(l D I S;I~~~g ~~ -711 , 'I)'!! 7 '\ 1/4' "AX ~ ~ d I (SEE NOTES) J \ : / ~ J"HERS I ii/ \ r SHiM SPACE --11 ~;:: r- I: ~ '1' / I _---L II <<"'w I ~ I' , / \ ~ PERIMETER I r====&i ~ ! ''1r= (; ~$ o~ __ I ~ ~/ j \ l' IN. ,CAULK , 1- . i r-- 117~ I : I rlI1'l I Ij \ (",,'6'a>>i~'ifR'ETI,/' I' BY O-HERS I 'iIil I J I' If' ,/, ---1 . I ''''f ,",. "' "" v,""" ~ f' // ' ""'.l Y ~ GL~ZING (TYP) I~. I (SEE NOTES) HEIG"T, I / : I' A~~~g~S (SEE NOTES)~,!I FIN ,~PE L-tL :, ,rJ:l (TY;) -UCJ~ , ' i I: - ~~~g~; FRAME4NCHOR 0 A j ;1 ' ;;::J --r=!/ ~II ILl i i i i SPACING JI (TV) / I i i . ' (SEE BEcC\,I) 6' ~,AX, (TYP)-!- GLAZING ClYP)..... /prR'METER J' ".1.1', II...' I' (SEE NOTES) - 'c:AULK / S"E'\THING , ELEVAT'ON J BY OTHERS I BY:T"ERS V:E'/iED F~OM EXTE"'OR F:N 'YPE 'JINDOIV STUCCO OR '.i~DO'" I HEAD SII I &. JAMB ANCHOR S?ACING r,AME AMB SIDING B~ LINS1ALl'\ TI~N ANCHOR HEISHT ~ II s[' I "DOD SCRE'';, JTHERS ~B I.'OOD seRE'.,' SHO"",N I :~~?_:_~~~______'J 70 PSF ~p SECTION 8-8 ,Ml' 7' O,C ~,AX. - 46 PSF TO 70 psr L,P I ne ';AIe lD' D.C. MAX - TO 45 psr D.P II~.' , 'Ir/ ~l;~D~':EF'A"E IMPORTANT INFOR.MATION &. GENERAL NOTES i II Ii ' , : SILL These notes ace provided to ensure proper installation of FlOrida Extruders Milestone products and must be , I" i followed fully, , )1' II, L"A~BlE Sll_ I ~: SiOOL BY I, IL~~I O-H[RS PERI,METE~ I CA~LK " I B~ O,HERS I Ii i/..' S~:M t ~ ---E:PACE ~AX r.~S,ALLATlO" .ANCHCR ~. iTIT~r \ ! #B \lOOD SCRt:\I S~OI.'N --"""1---. 'II 'I ~ SHiM AS REel D STUCCO OR t l mI~--:> ~ (SEE :-iO"ES) SiDING B~ - II eTHERS I ~ " " '''. I 2) ~ ";f:\ 1. ^M~~'.', CAULK 3ETVE[N I ~~ ,... ~ ~~ '\,~ ., " ''('J I.'INDO"", FIN -....j 3:E~'" _ ~o'~ -;,<,;"'. ',..~'VI'!'lJ;:_" REVIDESCRIPTIO~rDATEI INI FLORIDA S"HEA"I"'...:NG .-V, c,"" ~ . . ~ SHEATH;NG BY JT.,ERS :..ii\" 'l!i1 t' ~ .', B 'REV'SED NOTE I TO !. "31 RJA :'= aT\..iO BY \"/000 5 ~ J.;' 1 t~ I t~ '. "_~ IIAOO RE:O(JIREME.".j.... TO ,0/1/".! LAo;, I;f) j ,...J 'f_V"'-+"'-;-4 USE ADYES!Vt: CAUL~ I II ~ BY OTHERS ~ ~ \)-1) J\ ,: (<'ITl ;~) ;t'.J IAT SHI'. _OCA-'ON I i S'c.CT,'lnvN A A ~. r.>, ~ ~ I 31 -' ;~ ",.; -~~1'\~" J: C IREV'SEDNOrE5 ,'>llrI03R..JA .... '~~...',.. ' .....~.... ~ ['REVISED NOT"( 6 Ai~D (- v @ ~ . ~t~':}tff0 1..~\"'T~' TITl.E TO. R[F...fC"T NA~L i I " ", ',.'. "." .' AL1ERNAr!: i i JMi~OC~; ;?~; l ~ { \f; G€NERAlINSTALLATIONINSTRUCTIONS --,/L- 'J TYPICAL MULLION TO CONCRETE ~ JAMS (APPliES "TO JAMB WHERE ,. x: ~~ & 2" X 4" TUBE MUlUONS ARE USEO) r ~~~~ ~,;;~~ESIGN(R I ~' ilB X 3/4 SElf .. APPINO $MS liV III "II I X 2 X :/6 i'~ I X 2 X 3/B TUBe: f.1lJLUON Tl..IBE" ~ULllDN f r' - a-J r ~i;Bf2;c'J~~~gN ~ I \I'--T. I SEAL.ANT S(Nf~J ~ Ita x 3/4 S~lF' #8 X 3/4 SELF :I~ee~la~LANGE.S Llcoo Sr!. TAPP1NG SMS '-woe S.H. TAPPING SMS {woe P'w'/DESI!jNE~ HEAD CTYP:> f.<(AD (TV?,) SILt. (TYP> ~~~~~~r Ft~~~~iN SECTION A-A ( 1) SECTION A-A (2) ;108 X 3/' SEL' So MULLlCN r 1000 P,""./DESIGN!:,~ r 1000 ?,.. I". ESIGNE~ TAPPiNG SMS I S!LL CTY?) r2 x 4 x 3/$ SIL~T::')x 3/4 SELF f r~8 ;( 3/4 SELF' 'I~ IJV Il iu11( IolvLLlDN I / TAPPINO SMS 1 X Z 711& x ~/e / ,APPING SMS 1 x e 71!-6 x 3/13 I I f"" .11 "II r rUE!: HUlLlON f"" III "' 11 r 'U'E "UlLlCN ~ t'L I I ' .11 II Ir SEALANT 'ET"'''.' \/" [ I I L ii I ,. J I ~'~BE~,6.lANG( I i l S(ALANT BE TVE~':L L l I ~'~ee~l6.l.NOES \" i JIll Jli Jill ~, ~ Ifax 3/4 SELF ~ itS X 3/4 SElF" L 1000 S.H. TAPPING SMS '--- lOCO S.H. i tiPPING SMS HEAD CTY?,) HEAD <TYP.) SEAL'"T BE'V(EN SFCTION A-A (3) SECTION A-A (4) \ 1I1NDCY fLA~GE$ &. foiUlllCN r 1000 P,\v'./DESIGNER S(i\(.ANi >>(TVi(EN r lCOO ?W'./DESIGNER SILL crY?J 'W"lNDO'w' rLANGES l SilL (i'T"P) /lij8 X 3/4 SELF" f1L.t.LlON / '#9 X 3/4 SELF \ TAPf:>Il-Iu SMS I' TAPPING SMS 1 X 4 X 3/8 I r 1 X " X 1/9 r T "< "'.l' 10.' I' 'C:fII1f ',,,, II 'U'E MUlLICN \ I"" I ,. II '.D< " - " ,... .11 .. il 'vI L' 11~, l. I Jl I II I I II 'L ~'tlB x )/4 SELF ,. AP?tNG $MS lCOO S.H, HEAD (i'i'P.) SECTION A-A (5) ,- woo P.\.I./DESIGNER I SILL (TYP) , rl*8 X 3/4 SELF' / i ~PP:NG SM$ DETAil 8 1) SHIM AS REQ'D. AT EACH INSTALlATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHlM STACK TO BE 1/4", APPLY A BEAD OF VULKEM 1I5 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER cOCATION PRiOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE S\JBSTllATE AND/OR WINDOW FRAME, FULL BEARING 8ETWEEN THE SHIM, SUBSTRATE A!'lO WINOOW FRAME ARE REQUIRED, 2) USE SrUCONlZED ACRYLIC CAULK BEHlND WINDOW flN AT HEAD, SILL & JAMBS, 3) USE SILlCONlZED ACRYUC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 4) WINDOW FRAME MATERIAL: ALUMINUM AUOY &063. ~$Ng~~t~S:R MASONR'f ~ tNSiAL:_ATlCN ANCJoo:C"l 3/10' j)~A. TAP':CN SCRE"'" ANCl-iOR (T'IP,) I ____ nTER~AL i'lL'LL rON V rNSTAl~AT[CN CU? I c'c BY \lDOD~ I BUCK BY DTHERS I 'J 11';" [SEE SHEET 2 FOR CONTINUATION OF NOTES) \- i'lUL",lCM EXTRUDERS INTERNATIONAL. INC 2540 JEWETT LA1"iE CER1lFlCATE 0' ^CThORIZATION NO. 9135 SANFORD FLORIDA TITLE: INSTALLATION DETAIL 'dillS SCRE\lS OR NAILS HORZ SLIDING rlN WI~Du\l - S~RIES 1000 DRAWN BY: BE I APPROVED BY: RJA DATE:12/10/D3ISCALE: N T. S,IDWG.:FLEX:1028 SHEET I elF 2 I : \ i~ -.J L 1 1/4' M1N. E./<'o1l:[ DMEN,. ~~ (\W L- ^ i 11# II .lli'8IlQtj VIEWED FROM EXTERIOR ~..e X 3/4 SEi..F TAPP!NG S:-1S SECTION ,;,-A (7) DO AP_ C rloao P,...../J(S:GNER r 000 P,I/U(SlGNER 1 A,i"IXll'ARY P'ATE S[LL cry?) $h..L (TYP) I (fDIl AllD;~l~Al. A.~Ci'()R:S. ..l'EH ilE;QLj"1:f>> ~('~'I'~~i:', " )1~ ,:e::~;~y~'~,', j r~o=0=J~] I ~\i \ frr=""'~ it I) ll.B€ MIJLll~N ~r~ TU3( ~UL_JON i I'9.iI. ON-" I m: i ~ INSTALLATION ANCHOR itS 10/'000. . ~ t! ,;,~:. -f.;~,~ JI L'" i I ~ LL I ...j ':, /" SCRE'.... <i\'P) r ' <lLleN '- -I.- 1 11 'I I II , 1~1 - [XTt:~t,Al i'CUlllON )1 II I Ii 'lNS1ALLATlCN CLl? TWiO BY VOOD ' j 1 , 'tAcoNT BC'~"N - I : a < 3/4 S(C- \, "'--"S < 3/4 $,,0 II BUCK BY eTHERS I I I } :]"~C~~TC~lA,NGEt '-lCeO So( ~APP[NG $JolS ' '-1COO S.H. ":'APP:NG SIo'$ I ffi' I HEAD (iY~) YEAD (TY?,) L--, I I \ ~I....t.LICN SEAL AN( 9E'~ErN 'SFCT 0 '2) . 0 PSG R ' \ ~I~~e~,6.l^"GES SECTION A-A ( 11 - I N A-A 1 r ~Jt, (;~.;~( I NE . \ 1r-~~~~~~y~~WGNE' 1r-~~~~~T~y~~nrGNER L ,,-'8<3/4SEC" ,I; tl\' 1"H'~,r"U'lL' , / ~e' x )/4 SE'...F ri r ~a x 3/4 S'€:L- I / ",:"P"Ff'~~Q s...S I I > \ l / TAP?lNG 'MS, x 2 7'" X 'Ie II / "PPING S~, x 2 '''6: 3/a~111 '" Ii /f'";E4MCll~(o"N 1 'I r.L 'tv I L-A~) \)Fill Wll -C9rMUlLlCN r?~ '"II /l ::~'"lLlOl1l' I I ! ! I # II \ II \'- . J i ,"". .0",," ~~ I I !'Si~:~- \ :'. Ji, ~ -! I, 1/8' Mm. i II I '~-II.- II Ii · <UW'M ~.- L-- '\".~'I I. ~ EMBEDMENT I ~ ,I JI II --1 VIEWED FROM EXTERIOR I '\- -- .L.lOMLS ~~~I~ 10 /i~ tes~'ttf~~~\ '~i J~E:> "--.ex3,'SElr 'aX3/4SEcc i J ' ""'n<"'-.. F=T "--lOCO $,1...;. TAPP1NG Si'S '-- 1000 S,M. TAPPiNG SMS j ~I ~ HEAD <~YP,) f-<EAD (TYP) , S~~~~N1rtE:r~nN 2ECTION A ,~ SECTION A-A (4) \ ~~:IJG\:ilF" '~' .~~rig~t~NC"C~ \ t<Ul~'CN AN '_ :OCO S.H SECTION A-A (7) ,---';;;;2.0,," \ r tOOO P W'./DE:S1GNER SEALAN'T 3(" ,.I'i:t:N r :000 ?,'w'.IDESlGNER iEpD nY?J \ I SIll cr";'p) ~J~~~ll,.LANG(~1 r SilL ny?.> I , il r'S X 3/4 S!:L' r.6 X 3,4 SElC I i I \ Ii / TAP?l.~G St<S ~ X .. t: lI9 i rL / T~PP[NG SM$ 1 x 4 x 3/9 I ~~r'~ ~w;l~c;' p E ~ ~~M~;~~ \j 10")(11 "" 11 r -,BE -U'_L10N "I~' III '," II r 'eBE .C.lllJN'1 O'''",'r\. <t ,,,. I Jl" IH .. III .. II 'l Lic(t,..s~ No. 5258.:1 ~[' 'I iL~k ~ II '-')~~~;\ ~~ --/ ~ } V~!~: ' "- lie x 3/4 SElf'" "- ~ ItS X 3/4 S['-> 0 a.~.~ -'PPING SM' -'PP'NG "S ' :.' I" ~,- !VtV'.",~' lcoe SH. ,... :000 SH. '.... ' '~.." ,.\j-':::""" HEAD en?,) H(AD cTY?) '-<<I' ~\ It ~C,ION A-A (5) SECTION A-A (6) t(;OO SoH. HEAl) (iYP.> APPUES TO "(,>0 " SILL WHERE " X 4" l< 2" X " TUSE "V_,IONS ARE USED . ----1 1 IX OR 2X :-1JLL Wayne A. Blo~k. P. E. 548 B ~.wy 27 ClermQnt, FL .34711 FL llco',.o No, 52583 FLORIDA EXTRUDERSI~1~~'1~W'Lm SANFORD FLORIDK TITLE. SER, 1000/1500 FLANGE SHEET 1 0' 2 HSRIZONTAL MULLION SECTIONS 1 ..;f}i. ~ ....:"", '~,:/i~ , '/.:.:'/: , : ~ lNTERNAL CUP . ."'''''-.'. '):: ;,1~1 SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES ~ ~<<8 '( 3/4 SELF' L:oco s.,.. "tAPP!NG SMS r-(AD cry?.) SECTION A-A (6) I...... lX CR 2X i~JLL (TYP) , IDRAWN BY, MSH ! APPRO\'ED BY. 'JAB DATE:12/1/03 [SGALE'NTS IDWG., lHMrLG SECTION ~ I X 2 7/16 X 3/a lCOQ S.{1'"""I ~lTU3e: MULLJON JA~.B (TYP)~I --" : 'r-I r. \18 x :/2 SE:U' I j ~ '*6 X 1/2: SElf TAPPING SMS ... TAPPING SJooiS :11 1 r=lJl "I~ -~ \e- ;)) \ SL"LANT &E.'1"VC:E:N ~./ ~ . vINJJC'W F"'..ANGES --Y' , ~UlllON "'8 X 1-1/2 SSLF" \- If.e x :-1/2 S(Lf T,q,PPING SMS A-A (31 TAP?]NG SMS SECTION A-A (4.) SECTIO"i a-a ~lU~J! rr;;"~;~,,::;<' ! i I I SeRE:.... ANCJoo:GR ~1Y? I I ;- stLL C"1..l~ ----.J~~' -.l 1 1/4' ~1N. 'Q , E:MBE: Dt1ENT "---?~E:CASr Sl'~ BY OTrl~ AGXILlARY ~ ~l'"CR AD!I,"'lt:W.l Il1\lCl-ORS, ..HeN REQIJF{to' SEAl,.ANT Btr\r'EEN l"I1N~C"" rLANGES tJ,g X L-I/2" S€"LF" " ML'll.JON TAPPING SMS SECT,ON A-A (71 s~~~s~ }~~~a€~ .J/ So ~ULLlON ~~~ I I i nr ~U~€. M~l~I~N I :1 ';'''''~~OZT';~.\~; I ,I I ,~ JJ .1 ~ S~~~~;:, }1~~6~~ Y &, ~Ul UCN SECTION A-A ~ 11 I J, -if I [ -it FLORIDA EXTRUDERS ~X~~o~~~ITok~'f INTERNATIONAL i~C TITLE.SE,R 1000/1500 FIN SHEE T 1 OF 2 HORIZCNTA~ MULLION SECTIONS I SEE OTHER SIDE (SHE~T 2 OF 2) I DESIGN PRESSURE CAPACITIES iDRAWN BY MSH 1 APPROVED 8Y. WAB DATE.12/l/03 I SCALE, NTS 10WG.. lHHrIN FOR ~~...J (l)1a~ ~._ 0 Q,)Uen ~ ~ ~ I tA ~ (l)CUO- ~ fo~ ca'- i= ..tAo:: O~W e"g() ~ ~ ~~ ~)Qry. 111 ,= Id'J ~<(aJ en w o <.:'l Z o ...J ::::) en ~ (j;; ~ I "-F--_ Cf'J (91-- # r l #il Fr 1 < 4 < 3/a I " , I ~ rUBE MUlLlON 1 -' I B I II I III 0 0 I ' II.. scc, ,.pelNG / B ~ !IMUlUCM~ W' 1000 SH II I S.MS <T'(p) ~ ,~ JA"3 (np.>l, r VIEWED 'ROM EXTERIOR i e:- :~?~IN62S~~kC f ir:~p~:~(?s~~LF Iw ~~,;.f. :';Pi'~ IFLORIDA EXTRUDERSI11rio~~~1~~: ~ y===l I~ I~:;\~:<~"'~"~~).<"~ TlTLE:SE,~ ~OOO/1500 FLANGE SHEET 1 OF 2 l~fo::~";,ll).. "'. .,' VERT ;CA'_ MULUDN INTO ClORIZONTAL SEACANT 9ET~<OJ, -Z I'" CD C,' ~ . :.;"'-".O<~"... ,....' E . ~ '.",' SEE ~T R ( ~"'CI,/ .'''O<s-'', 0 0 . " i'>'.l' "HE SIDE SHEET 2 OF 2J FOR '6 X l-l/2 SE~F · :<UlClCN .a < 1-1/2 SEer t~ ~ ~ "".. ,") , .;V. CiES j GN PRESSURE CAPAC I TIES ( iAPPINGSHS 7.A.P'?lNGSMS I~ iJ.... !<h,-j \) i' _5) SECTIO'l A A (6: '" <'~"'\ " ,,' 'DRA~'N BY,I-1SH I APPROVED BY, '.AB DATE:!2/1/03 iSCALE.NTS iDWG.: lVMHMFLG ~ o z tJ) z o j: :J -I o (I) z (:J in IJ.l o < c ~ o ...I LI. O'l o M '" 6 z CO 0 ~ E; ...: -.. I- b(j)~ E <;to:::O::: o ><wO r.f) <<tw:r: r.f) lL.~~ .2""" --' en 0'.' m <.;l <<t NZ ~~~w6 eM ,-Iw ro <;t<<tl- 0.... Li ..H 0::: <( .-i CO::JU . ro- ~ I- - CD (j)~oU~..H a. <;t ::::) I-- O'l ~ 8.:r: g: ffi 0 O'l<(o..(j)UZ z o - U1 - > - Q < Q - ~ o .J IJ.. ..J <t ~ I- Z W Z tJ 0 o \JJ C'J . L() C'J r1 (/) Z o (/) > w 0::: w ~ <( Z Z <( ....J r::l. CJ) ....J - <t I- w o SHEET NO. S-14 LAST PLOT DATE October 11, 2004 - ,/ -I ~ D:: I- ~ o (/) (/) o ...JM roo wi'- <.:'l'" zM ~...J 0:::l.L. O~ (/)0- mo <;to.. (j'J<( w () 0:>< 6~ ~3 MM "'''' 66 coco coco ~r--:.. 00 <;t<;t <;t o o '" ..H ..H ..... CI) .D .9 u o w ~ o o o \0 w r- :J U1 o '\t .- I:' o ..... I:' > I N ..J [J'\ lfl OJ 0 I \0 m w M \0 !l: ('1'] I:' o I I ..J M U1 IJ.. .... r- <( OJ U1 0. I W .- 3 ~ .1- o 13 ~ Vi~5:2 0 w",,(/)LW:::J oZ(/):::!<t oo-:r:> z2:t::~(/) <tNWCl::~ c.:J..H~OO ~Cl::OOO ~ftw::J~ C20~~Z O:::JCl::(/)~ ~~LWOCl:: :r:(/)!LZ::::> 1--_<t<tU w () ~ o ~a:z <(I-Q z6]~ -(/)> OZO WO<( ()Uo ::::)z- Ow 0::: 01-0 fft::u: wD::-i o:::~<( wwO:: ro:r:~ I-I-w Ol-() z::::) >-00- <<tIO:: ~t::o z~~ ::iE5~ o-zO ~~:r: 2=~~ r- o z r- :r: CJ 0:: >- 0.. o U 0- 0:: o () W ~ o :r: (j) ::::) M o o '" @ WINDOW INSTALLATION INSTRUCTIONS (MILESTONE) CAULK BETwEEN INSTALLATION ANCHOR INSTALLATION ANCHOR wOOD BUCK &. 3/16" DrA, TAPPER #8 IN'OOD SCRE\J CTYP, \.,!HERE MAS'Y, OPENING (NOTE 17) TAPPERS ARE NOT BY OTHERS CONCRETE OR ONE BY \<lOOD REQ'D, - NOTE 22) MASONRY OPENING 'r- BUCK BY OTHERS DOOR FLANGE - SHIM AS & ~(:J;;T;~:y I ~~?s~7 I'll 1/4" HIN'1 B OTHERS \7 EMBEDMENT t> - ~c-..-..-.. r -~-=- I _\-~ ___ c.---~~ ~ STUCCO ~ BY OTHERS t INST ALL A TION ANCHOR \ I( II II! 1j Il (J Ii #8 SCRE\.I \.IOOD (TYP, ------..l I fl \JHERE TAPPERS ARE l I NOT REQ'D, - NOTE 22) SLIDING GLASS DOOR FRM1E HEAD SECTION A-A G TE,~PERED GLASS <TYP) Y'" '" & CAULKING AT FASTENER HOLES REQUIRED (.~EE NOTE 2) SLIDING GLASS DOOR FRAME l SILL ~l & /1 114' HAX I SHIM SPACE 1 ~ 1r !> t d b .. j CAULKING & REQUIRED (SEE NOTE 2) v il b It n7>i iY 1/2' t1 4 -t ~ I .:, !> r EMBEDMnn J 1-1/4' MIN. t1 \ ~ INSTALLATION ANCHOR ~ #8 \.IOOD SCREW' \.I /PLASTIC ANCHOR CTYP, IJHERE ,Q TAPPERS ARE NOT REQ'D, I ill SEE NOTE 22> ! llBERALL Y APPL Y I CAULKING UNDER SILL OR SET SILL IN BED or CONCRETE (SEE NOTE 2), 8HH4 AS REQUIRED (SEE NOTE 1), INSTALLATION ANCHOR 3/16K DIA, TAPPER (NOTE 17) CONCRETE OR L. MASONRY OPENING BY OTHERS SHEATHING - BY OTHERS SHIM AS RE'Q'D (SEE NOTES) CAULK BET\.IEEN DOOR FLANGE 8. SHEA THING INSTALLATION ANCHOR #8 \omOD SeRE\.I (NOTE 21> l...c; .. STUCCO OR SIDING PERIMETER CAULK BY OTHERS 11/\ ~ 1-118" MIN.J EMBEDMENT .IJt"!lJJ 11 trj 1 SLIDING GLASS L DOOR FRAME HEAD n , I I ',- TEMPERED l,v GLASS CTYP.> & CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2), CAUL,<ING & REQUIRED (SEE NOTE 2), SLIDING GLASS DOOR FRAME SILL ~ ;= I I'---' I ~ 1Ti d .1 0. !> & ~'I 6. $; i " /'- SLIDING GLASS '" 1\ CAULK BETIN'EEN DOOR FRAME \ <J \JOOD BUCK 8., JAMB ..--- r 1/4' MAX, I ---- MAS'Y, OPENli'IG ~HI ,,_ ~ '- ~ BY OTHERS I ::, M ->PACE ~ ;; - SHIM AS REQ/D, t ~ If r-r ,l--- (SEE NOTES) ~s ~ .~ dV~ ~ INSTALLATION ANCHOR ] 3/16' DIA. TAPPER (f'mTE TEMPERED GLASS '. ! ~ ~CAULK BETwEEN <TYP,) ~ DOOR FLANGE ~. 8., \.IOOD BUCK PERINET ER ________.,,-~. ~ CAULK BY CONCRETE OR OTHERS '. ....... MASONRY OPENING _............... SG,D. wIDTH _ BY OTHERS STUCCO BY OTHERS DOOR HEIGHT MASONRY INSTALLATION -- CDNCRE.TE OR ~ ~ MASONRY OPENING I ~-<( BY OTHERS '\ \ SECTION B-B &r 2X4; 2X6, OR 2X8 \.,lOOD :1\'" BY OTHERS (NOTE 6) INSTALLATION ANCHOR #8 \v'DOD SCRE\J CTYP) \ I (ANCHORS SHo(~~~5 S~~~ \ I l PLANE FOR CLARITY ONLY, I HOOk ~TRIP ANCHOR HOLES SPACED 2' APART ON 1 1/8' rd"'" OPPOSITE FLANGES> I / '1\ t [fA. '13EDMENT. ". "- (TYP) <J " SLIDING GLASS DOOR /1. 1, "", HOOK STRIP '-~ I <J <-J Li '---'E.Y "'... / \ . z", '~ "::> " I -i' ~ "" ~ 3/4' MAX L IL ,,\, ""~-r TEMPERED G~ASS W. I CTYP'> L= ~~' ~~ug~~ERS ~I SLIDING GLASS DOOR ~ INTERLOCK HOOK STRIP DETAIL IMPORTANT INFORMATION & GENERAL NOTES --114' MAX SHIM SPACE 1 1/4' MIN, I------'-EMBE DMENT ONE BY \JOOD BUCK BY OTHERS (NOTE 11 8. 1~\ LJ CAULK BET\N'EEN HOOK STRIP g" ',JOOD BUCK .<:} 17) w o I- o Z w '-' ~ o o LL W cr:: <t: :::J <Y C/) w 2 l.L.~O:: -0 D::: 0 W l.L.l.L. f-w L- ~02Z ~-O:::) ><~O::O 0:::)l.L.() D:::oz() 0..2wc( ~0:i5 wD:::f-z O::l.L.w ~zo::o OW~O w~U)O f-~zz o O~ :::)w-w OD::U)"" ~z..::; [:3U)W<l:z t::lZ~ttO ~Qooi= 0U)O::f-5 o6Sg~:J l.L.""o::() 0.. w:::: wO 0.. D::OI-a::~ <l:-.Jz ....J :::)....J-D::....J O~cno~<l: U)O::....J' ....JW-.JO -.J>:;:zo:: ~o;>~o ~~-.J ~ CI) ~ ;2 iQ c::::::J 0 ~ Q).- 0 ~w <( rr\ Q) (,) V; '-' L.J..J ~ ~ ~ 83 I tJ) ~ 0 CI) ~ 0.. t::l Q)c86 - '0.0 CI: ....J C\1.- -::) -.J ... tJ) ti: D:l ~ O(1)w L.J.. -a () f- E ~ ~ ~~~ ~ ~~ a::8tt~ c.. ) ~l)) W I'-- 0 l.L. t::l N ('l") q z('l") ('l")O ~ -.J ('l") ('l") D:::l.L. NN o . 00 -;2 0000 U)o... 0000 l!) 0 r-:. r-:. <;to... 00 @_ 0'l<1:: q<;t ._~ ell ~ J:) w t::l 0 :r: z: 00 f-_U) ~ ~ ~ t::lZ", ~IJ),,; u. zo~ D:::N(D '." ~0i=8 OM~ z ~~5() LW~~Li 0 Zf-CI:<..:l :r::r:~. t= _U)-2 f-I-..JI.IJ :J (;j cd13 15 D::: l.L. u.. 0. ~ 2Wo...--" 00.. 0 WOU)3~l.L.z~~ en wZU)D:lZOO .Q :r::::)zwQwi=zc:: Z f- 0 :s :r: U) ~ D::: ==:J c." Ol.L.~n..f->woom ~ ..... :r: w U) 0.. 0:: . .... t;w~!::D:::O~aJ:; 0 wgD:::3:('l")OZa:::....:1.IJ ...; D:lw:::) <1:::::)....0:( "'" W--If-~~Of-..J:c C 2=o~g~I~g~~ i2 D:::':::::f-t::lD:::CJ.::; 0 2~f;;g~V;f;;DO ~ These notes are pfOvrded to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS Al I I :if :if 1& I rtl I BIB t & A~ & EXTERIOR ELEV A nON 2 PANEL DOOR SHOwN (SEE NOTES 8; 9 & 10) DOOR HEIGHT 1/4' MAX] SHlt-1 SPACE: ~ t d ~ I I II/:L i' 1/2~ t ENBEDMENT b 1-114' MIN, i- TwO BY wOOD BY OTHERS (NOTE 6) "Iv /~_ ^ 1/4' MAX, i \/ r SHIM SPACE \ 11 , J 1 II i .:> ! i b t1 b. \; INSTALLATION ANCHOR li8 wOOD SCR.EW' \11 /PLASTIC ANCHOR (TYP, wHERE TAPPERS ARE NOT REQ'D, & SEE NOTE 20) - LI~ERALl Y APPLY CAULKING ~ UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE NDTE 2), SHIM AS REQUIRED (SEE NOTE 1), L INST ALLA TIm~ M.JCHOR 3/16' DIA, TAPPER (NOTE 15) CONCRETE DR - MASONRY OPENING BY OTHERS SECTIO~j A-A t W 2 0 D::: 0 >-l.L.z zl-O - <1::z- I- ZW~ Cf) -U)> 0 oZo -..J t50~ Z :::)()o - oZa: <( oWo I- D::I---i 0...t::l.L. l- I wD:::--i O:::5:~ l.LJ c:l wwD::: co:r:f- 0 I-I-z - Of-ts w 0:: z:;:) _ ~ >-00... >- ~:r:o:: <( 2!::0 Z 0.. z3:() :SD:::w Z 0 w2 :S o..zo 0 U)z:r: Q.. -~U) 2=2:::) SHEET NO. 0.. D:: 0 () w 2 5-15 0 :r: U) :;:) ('l") 0 0 LAST PLOT DATE N October 11, 2004 @ SGD INSTALLATION INSTRUCTIONS (MILESTONE) --- - 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 Cm>1PlETEL Y ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. 2) USE 5ILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LI8ERALL Y APPLY SILICONIZED ACRYLIC CAULKING UNDER SILL OR. SET SILL IN BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL RlSER AND CONCRETE, CAULK ALL FASTENER HOLES PRlOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALLATION, 3) USE SILlCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAM8 AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER, 5) DOOR FRAME MATERIAL: ALUMINUM 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 1707.4.4.2 AND THE ENGINEER OF RECORD'S DETAiLS. 7) FLORlDA EXTRUDERS 1000 SERIES SUDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SE.RIES SLIDING GLASS DOORS. 8) WHERE "X" REPRESENTS MOVlNG PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. '" .W:) .~ r--.. liS]: [)fa ::>z 5bj ~3 .0 -,:] fg1l.' ~~ '; /.J"':~>:~~;':'>~~- '+ .;.,:. . ".i ,1"':",:# Aiilfj,/",..", v"'" ,z~'6-'t -<l jo-', 'ifttl~ "', ,_~;(.,. i, V'c> '71} \,~~ '(<<'. .' f!i~.(iJ ' ~~m/N/rM_~..~O/,~~ " '* {.Y\.. /' . "lc;;>.d . J ~', '~~ ' l~. 1, 'c, :f - / '\ ~~~.::~~~ .~ .;~~\~~ ",'" $" i, :?:i~" ,j. ~ ':.;:..r,./,.:t:~, ~ - .." ~/ ~~...__~~~'~,"-:S:<o, ''!- ,"'.. y "'. ~ If-' . ': "~"~'$'liWM'~ '" ,'~ ~'r-~Nm..... __"..'>'~ ~ '~'i,.;'-:'.,;.''ir ~~::~,\-('(.,)l' ~ [SEE SHEET 2 FOR CONTINUAlION Of NOTES] REV DESCRIPTION DATE INI FLORID \. EXTRUDERS IN!ERNATIONAL, INC REYIStD NOTES 1 2 3 6 I' R J A} ~ .2040 JEWETT LANE B 11. 12, 13, 16, :22:23' &' 112/18/03 CERTIFICATE OF AIJiHOR1ZATlON NO 9235 SANFORD, FLORIDA 31 AND ADDED AND/OR I TI'TLE SLIDING GLASS DOOR 0:;00 1000 2x 2000 REViSED RELATED : ~ I REFERENCES AND/OR MASONRY INST ALLA T ION \.;ITH (\jOt'-.l-STRUCTURAL ILLUSTRATIONS. RENUMBERED BUCK Af\lD TAPPERS NOTES 6 TO 10 AND REVISED REFERENCES TO DRAWN BY' BB THESE NOTES REVISED ' l~:~~~ ~~R~XX DATE: 1?/18/03ISCALE: NTS APPROVED BY: RJA DWG #: FLEX0021 SHEET 1 or 2 FRAME INSTAllATION -DOOR 'JIDTH -....1: 1/4' MAX, SHIM SPACE __/.--1-1/8 MIN. EMBEDMENT SLIDING GLASS DOOR FRAtviE ~ JANB \ l\ ~r ~~OOi~E~ODD ~ n (NOTE 6) / ~ SHIM AS REQID, I, -:r (SEE NOTES) SLIDING GLASS DOOR~ HOOK STRIP \ /\ INSTALLATION ANCHOR --- #8 \.IOOD SCRE\J (NOTE 21> ~ CAULK BETwEEN DOOR FLANGE 8, SHEATHING ~( ~ U HID BY wOOD BY ~ OTHERS (NOTE 6) ~k \ i LNSTALLATION ANCHOR \' \ I #8 \.IOOD SeRE\.I CTYP,) _ I (NOTE 21) \ I CAULK BETwEEN (ANCHORS SHO\JN IN SAME i HOOK STRIP 8., PLANE FOR CLARITY or~L Y ',JOOD BUCi< HOOK STRIP ANCHOR HOLES, \ SPACED 2' APART ON I (.YP') \ : I '" I ~ \ / \ /.", '" ,~. , -.~,~ '.<-'" 3/4' MAX, ! I , '" ,,,"'-., TEHPERED '1 I GLASS CTYP) ~ ~~ L SHEATHCNG , ~j!. ~ ~SLlDIN:Y G:::~R:DDR INTERLOCK s / ~~ L TEMPERED CTYP.) -;J l- GLASS PERIMETER CAULK BY OTHERS ~ \ ~ SHEA THING BY OTHERS HOOK STRIP DET AIL SECTION B- B STUCCO OR SIDING BY OTHERS IMPORTANT INFORMATION & GENERAL NOTES These notes are provIded to ensure proper installation of Florida Extruders Milestone produc.ts and must be followed fully. AI \ GENERALINSTALLATIONINSTRUCl10NS :if :if. B 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX, ALLOWABLE SHlM 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 ACRYUC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LlBERALL Y APPLY SILICONfZED 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 LNSTALLING FASTENER AND AROUND HEAD AFTER & INSTALLATlON. 3) USE SILICONIZED ACRYLIC CAULK FDR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETVVEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER, 5) DOOR FRAME 1'1ATERlAL: ALUMINUM ALLOY 6063, ~ 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 FBe, SECTION 1707,4,4,3 AND THE ENGINEER OF RECORD'S DETAILS, I A--J & EXTERIOR ELEVATION 2 PANEL DOOR SHOWN (SEE NOTES 81 9 & 10) ~ N .W:) W"- '0> (\.'<1' ~o ::lZ i5~ :::l!;z <(w ,0 ~.:::J ~B: w g5:s ~'-'- ",~..;i(..;j].~;%~,;"'\ ~ ".l ,;:^ "k~j4: ' '. " ;;'1 :v~~*,',~,~" ;I,~, ~- ..~. ~. s (r)/ ~ \'. \ J. t{~..~ ~ ~~tl/~':--/- tf '';~~f' ~Z.i~ }0:3. ~t. *;f$;~~.. ~ ,,%'t; :/ ~,\, ~<1?-~_ ... Ii: ",.'-s{~ "," ~. iJ~:. x" ' )(./. ,"',,'?s:~ ... '~, .', ~~~.,;,~ ~" ~ v ... ~., ;t.'4:1:tt~ ~,;f' -"","'~;ft1~t$M~'-;" -;/ .,. ~ Y("''''~'t'-.:'~ ",,;,~~~..."";'" '" ~~~~ &'i~5s..J;6 ~bgED6. ". 12/18/03 RJA AND/OR REVISED RELATED I' REFEReNCES AND/OR ILtJJSTRAT10NS. ADDEO NOTE 20 AND REl.A Tm ILLUS1P....T1C>NS, RENUMBERED NOTES e TO 10 &: 21 TO 2, AND REVISED REFERENCES TO Tl-iESE NOTES. REYIStD TAPPERS fOR ,OXX J-PANEL DOORS [SEE SHEET 2 FOR CONTINUATlONOF NOTES] REV DESCRIPTION DATE INI B FLORIDA ExrrRUDERS INTERNATIONAL, INC ~ 2540 JEWETT LANE CERiIF'CATE OF AUTHOR'ZATION NO. 9235 SANFORD, FLORIDA TITLE: SLIDING GLASS DOOR 500, 1000 &: 2000 FRAME INSTALLATION \JITH #8 SCRE'v';S DRAWN BY: BB I APPROVED BY: RJA IDATE: 12/18/03 [SCALE: NTS TDWG #: FLEXOD27 SHT 1 OF 2 "~------_.-._._-_._-~_..~--------..." ~ -.---- . O'l o ('l") N Z ~ Q ....: C9 ~ f- I'-- N E ~iQa: O ",0 VJ ~w:r: :B l.L.~S ;;;:;('1')oi!)t::l~ u.J NZ '- ~~r:JW5 15 c('l"),....Jw 0 co q<1::L_ t) ....-.JMD:::~ 0 Ol.L.OO:::)uM . ror-:-f--(O U)-"'O()~M 0. q :::) f- O'l W MOD::: D::: . f- l!) o.:r:l-WO ~ O'l <l: 0.. U) () Z 0 q o o N --1' M o o z Ij) o w - I- U1 :s > U1 - o ~ o - ~ o ...J lL. ...J ~ ~ I- Z w Z [J 0 o IJJ o ~ .... I:' ci .... I:' > I N ..J l1t III lD 0 I Ij) en W ['I'] Ij) ~ M t' o I I ..J ['I'] U1 LL ..... I- ~ OJ UJ a. I w ..... ~ ~ .1- o z W l:I Z u;~~ 0 WI-(/)W:J oZ(/):::!<l: o-:r:> ~~t:::i:(/) <t('\lwo::L;:; l:I""'~oo ~o::ooO :i:OWW(,) <tlJ...:r:-'1- o::oI-L5z o::Jo::(/)~ ~~t:oo:: ~~<l:~B ('\J(j) l!)Z ('\JO ~CJ) > LLJ n::: _iJAC€~ IH.I{LOl."G CODE COMJ>LL'\NCE OFF ICE (BCCO) PRODUCT CO:-lTROL DfV1S10N" ~lL\.MJ..DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUtDlNG 140 WEST FLAGLERSTRI!.Ef,SUlTE 1603 lYlJA.\H, FLORIDA 33131)..1563 (305) 375-2901 FAX (305)375-2908 ,NOIl~E OF ACCEPTA1,CE (NOA) CertainTeed CQrporation 1400 t'niou "Meeting Road :Blue BeU, PA 19422 SCOPE: This NOA IS belng Issued under t.he appJii,;able rules a.nd regulations governing the use of constructlOn matenals, 111C documentatwn submitted ~las been reviewed by Mianll-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Junsdktion (AID). This 0l0A shall not be vahd atter the expuation date stated below. rue Miami.Dade County Product Control Drvision (In Miami Dade County) and/or the AlU (in areas other than MIami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If th1s product or rrJaterial falls to perform in the accepted manner, the manuliKturer wll1 ineur the expense of such testin~ and the AIll may immediately revoke, modify, or suspend the use of such product or matenal \vithin their junsdiction. BORA reserves the right to revoke Glis acceptance, if 1t is determined by Miami.Dade County Product Control Division that thiS product or matenal falls to meet the requirement.s of the applicable bUIlding co4e. This product is approved as described herein, and has been designed:o comply ""ith the Hig.'l Velocity Hmricane Zon~ ()fthe }londa BUllding Code, DESCRIPTION: J-lmdmark 30 (and-AR) (and WideTrack QB), J~andUlark 40 (and-AR) (and Wide l'rack QB) a.nd Landmark SO (and-AR) (and WideTrack QB) LABELL.'XG: Each unit shall b(^-ar a pt:m1an~nt label with the manufacturer's name or logo, city, state and followmg statement: ~Mial111.Dade County Product Control Approved", tmless otherwise noted h'erem RK~IEW AL of th1S NOA 8hal1 be considered after a rene\\ al application has been filed and there has been no change 111 the al2P..b<;~b]~_bU11slil')g.S9(le negative:l)'_~ffec~l!1g the performance of this product. __________.. TEIDIL.'lAll0N' o1't11S NOA WJJ! oc\.'ur after the ex-plration date or if thel e has been a levision or change 1il the matelials, use, and/or manufacture of the product or process. Misu~e of this NOA as an endorsement of any product, for sales, advertising or any other purposes shan automatlcally teml1.11ate this NOA. Fallme to comply WIth any section of this NOA shaH be cause for terminat:on and remuval of NO A. - ADVERTISE-'lENT~ The NOA number preceded by the words Miami.Dade County, Florida, and followed by the explratlOn date may be displayed m advertising lItelature. If any portion ofihe NOA is dn;played. \.hen It shall be done in its entret)'o INSPECTION: A copy of this mtire NOA shall be proYlded to the user by the manuf;~ctu.rer or it.s distnbut.ors and shall be ayalJable for inspection at the. Job 81te at the rN'.lcst of the BU1!dlng OftklaJ. Hils NOA cons1sts of pages l through 4. The submitted d\~cumentatlOn was rc.iewed by Frank Zuloaga. RRC NOA No,t 02-1219.03 Expiration Date: 02/28/01 Approval Date: 03/27!03 Page 1 of 4 6. LABELl.NG 6.1 Sh.u1g1es shall be labeled with the Miami-Dade I ago or the \>;ordmg "Miami-Dade CD1.mty Product Control Appw\ed". I 7. Bl.JIJ.Dl~G PERMIT REQUIREMENTS 1.1 Applicatlon for bUIlding penmt shall be accompanied by copies of the follov,ing: 7,1.1 This Notice of Acceptanee. 7.1.2 Any other documents required by the B,nld1ng Oflkial or the appl1eable code in ,)rder to projX.'1'ly evaluate the installation of this system. DETAlLA CERT AINTEEO LANOtMRK 30,40, 50 All d:moosions shown ate in inches 55/81 16 1/4 "-j 1 5 518'1 - ----- r- ~------ -5~1 lstarter _-II!!!!!!..!l!!!!!. EavBs 2'7 1/2 '4~' ~':~ Full Sllingle 8 .. 0:::>.,._ . ~': ~ l\OA Ne,; 02.1219.03 Expiration Date: 02/28/01 Appro"'ll Date: 03/27 !03 Page:; of 4 ROOFING ASSEMBLY ;\PPROV AL Category: Sub-Category~ l\latuials Deck TYlle: Roofing 07310 Asphalt Shingles DimensIOnal Wood 1. SCOPE This re.i~.,:s CettaloTe<':d Landmark 30 and AR (and 'Vide track QB), CettalnTeed Landmark 40 and AR (and WldeTrack QB), CertainTeed Landmark 50 and ,\j{ (and \VideTrack QB) Shingles as manufactured by CHtaiuT('(~d Corporation descnbed in Sect:on 2 of this NotJce of Acceptance. 2, PRODUCT DESCRIPTION Prod!!tl Dhnellslolls ft'll Specifications Product Description Ctltainteed Landmark 30 and 13W' x 38 %" AR (and \Vide [rack QB) Certain teed Landmark 40 and 13W' oX.';8 'I.' AR (and WHieTrack Q13) Certamteed Landmark 50 and 13W' x 38 Y.." AR (and WldeTrack QB) Accessory Shmgles vanous A heavy \\elght, 2471blsq, dlmensional asphalt shmgle. A heavy I',eight, 2641b/sq, dimensional aspha1t shingle. A heavy i\ eight, 2961b/sq, dimenSIonal asphalt shmgle. Accessory shmg:es for hip, ridge and stalter strip "pphcatlons, PA 110 PA 110 PA 110 propnetary 3, EVlDEN'CE SUB.MrfTED: fest Agenty fest Id~ntifier TE:~t Name/Report Date Ul1den..nters Laboratories, Inc, R684 UL 790 04102/01 PRI Aspha1t.1'">clUl,,logies, Ini,;. PCTC-O I,02~O 1 PA 100 01/12101 CTC-006-02-O 1 11/12/02 Undef\"Titers Laboratories, m<:. 94;-,1<.9632 Whld uplift reslstance PA 107 11/30,00 021\TK42448 _1),'08/02 4. LDUfArrONS 4.1 Fae classificatiun IS not part of this acceptance, refer to a current Approved Rooting Materials Directory for fire ratings of this product. 4.Z Shall not be lDSlalled on roof mean heights m excess of 33 it 5. L.'iSTALL\ nON 5.1 Shingks shall be inrstalJed m complia.nce \vlth Roofing ApphcatlOo Standard RAS 115. 5.2 Flashing shall be in ;;'KeOl da:xe with Roofing Application Stan&ird RAS 115 5,3 The manufactUler shall pro\1de clearly wntten apphcation mslructlons. SA Exposure "nd course laY0ut shall be m compJial1Ce WitI) Detail 'At, attached. 5.5 'Nall{ng "hall be In compliance with Ddall'B', attach~'<i_ ~OA No.: OZ~I219.03 Expiratioll Date: 02/28,(}1 Appro\al Date: 03/21,03 Pllge2of4 DETAIL B \-- .--- -' .. 12" --- I -- - 38314" ------ I I -j--~ 143:4" ~j--12" ------: -T -----r I ' -~ -13 ~14" =MA_J ...:....;~,:::::J ---r=- 55/8" EXpos IJrEl LANDMARK 30,40.50 (AND AR} ~4 - 38314" -- -- .-.--------: _Z?cZ!el:"J~}~)'~L //LLLc::(UJ7/ '7-~/'''' - 1 I /7 N~$~m9 area fot' "low ~.n1t1 ztalld'af~ .stopt'$ (,frum 3 5;1:2: ta Z1 12; I,I.. Petw.~. VP0t & 10\'.....!1ail r",eo. 12" ---...f- - ------ 14 3/4""- . - " --i-- , 2" --;;--, -- '";8 1 --""1 ~~~~NG--{u -.- D-~ - AREA T < 5 518" Exposure - -~- --.--. 131/4" r-f , 7112" e" , I t , nD LANDMARK 30, 40. 50 (AND AR). WIDETRACK OB (low aM Standard Slop~) p-------- -~ 383/4" F TZ'TZ':' 7' ~'/S-7h -- ------- ""7777'. - HftrrT7'7L/7"7 /'r 0~~~::'~?'::ZL1:6_. SaulJ\~ a-ns.a f'Or "'st-eepif .li:{(){W$ nr~at9? than 21 ~2) Na3 btolvo."" boU"''' 2 MIl 'u .s. ~.....-.- --- 1Zn ---- - -:. 14314" --"','" ~ rr:-::~'/~ ~~~ U Ex~7~~e LL__ LANDMARK 30. 40, 50 (AND AR). WIDETRACK OB {Steep Slope} +// -~~- I 13 1/4" 12" ---- 1"- ,k- I JIB' I I J .-!_ EN)) OF TillS ACCEPTA1"'CE Q",,-<- ,- ... 1\ '" - &"'Ilt\ NOA No.: 02-1219.03 Espiratlon Date: 02/28j{)7 Approval Date: 03/27/03 Page 4 of 4 \~ \ :-:. " I, ~ t i~ ~~ I 1 < \ f ~) rt" ~~ \. \ ~ I, LAMINATED SHINGLES UH::~t ~.n ()!U\H~::.fIjX). LA~DI1t/.RK S~RIH WOODK~f!" SERIIS :\1i ~K Nj"t~.~~)l<~ MS lA~DIMRK SIRII$. flR,Mlf' A~D AIKHlTEtr so [,' I~O .tN'j') IHF.Qt(~t :;;TIl ~ ,1L.R$f.S: ( R 1 I " .,.;$&~, ri~PS ~N:t ~\~}f;E} ,~~V" ,~~;J) Ov~l S,;,<r*t<:'~""i<l<! ,>l:<l.t,(t '~1'l~6 ~\" hH' H~ {.rtc; ,,*,~ f~~mm!G '~~.. T~~ , \. ('.t~ t%H>~';.u~M~) ~',;ti:: UGl!,H DtA\IHSIONS ,IHRJ( D1MlNS10lK $H~r ~ ')'f .HG~H DIMlkS10HI ... h' MHkl( OlMIM IIO~S ,. , , -, LANDIMRK n ~IMIijSIO NS '" 3'1) t11110".f! '!IT ';('( 1(,[" ~""-"""'- OIU UB'l DWi HPli(AlIC~ MHliiOll fOR ~W~,( ~!M!~$IO~ n1 ",:fZ ,'I 4W) IA~DMA~i( H P3 ," >: 10") $lnGm '~~ " '" :;:,., \ ---"~ -- - .- :;.,\ --'\-- : _::;: '\-- 0'),\...->-:...--: -=-- --,-'- // J\/'~---::5---\\ /' /~'\~--\ ----~.-- ;/ /\\ \': ---,- -- --\ y /1 \ ),._ .---"( ~'"*" (I)f H\'Hto.: l\~ .H "~I;/.' \,(l81.;,)tl~R\N;r Il'!..... ~,$.~r} ns.!~41& qlU{:~'0all: :\.1t~!..~ ~"""""'- '~'<:it-- ,~~,~ \P ~( ,,~ '\\~Il;; t~l'l{~~i>""?:..' ~~i ~l ..."~\.~ 1\1 """~, HHM!!H HA~I1i!H1 '''''....'''''. .,~~~ 01H ~O::hntR MOHOO fCR ~N(,I }f{ t'lfMl\W)~ $\iltISm ,- 1<1 1 ~l rIGORS !. I=LA$H1NG IN&T AUA TION ""'--".""-~ >4.<"I\.i,U.,t~41.."""";' >><.*'.....Q."<;~~6~ eI:;~o;,.........""'~ rlOORE 2. i.ll~~ ~l!.'~_l:! " ~~~A<..~TW ~'<W~.',~ iW4J.- p...",~ " '......,.......... ..........", ~ _ __ _.~~~ 'ik-"'~ ."'" ~......~,,~ FLAeHI'NG IN8TALL.ATION " .,. .,. .... ~ ..,. - - u.a.~ RC>c::tF ~& ~neAl. \U~..L. i- ~ i ;..~~~~~ - 7 r,^~ ~~~,- ! ~~fi .~ ""~~~~ J I /N .---- ..- ">'~,"~\",....,,\(t<."""" ~ >-&~j / \" M.<. '\r~'~"'" 'VtWJ.IHrr~<<;'~ ./ ,,,~l~ Ii~~ ",(i~~'<:S u.~ at'(:.4"4;.....!i. l,.,"'<il'>;s:.:' ~tL _~1\JR.E ~'. c~. ow ~ FLASHlNG CErM. AJ CR1CKlEr,KNEEWAU.I/jT~RSECTIOro ,..::;...~;-;;.,,~~~ .--.-.- -~ - -- .-----t.,<e~)- w tJ) ~ 2 Q,)O) ....J c::=:JO l..l..<(0::: (/)+" <( (/) '00:::0 CO Z 0:: W u.-l..l.. Q,).- 0 W ~W2f- Q,)U (/) Z <I:: CO o Z 0 W 2-0::) ~~ (/) x~O:::O w (/) () o::)l..l..o l..l.. W tJ) 0 0 f- O:::OZO CO 0::: a..2W<( (/) a.. 0 0 a.. ~f- 0 Z <(0<(0 Q,)C Z wO::f-z W 0 O:::l..l..w -'0.0 u:: ....J W <(zo::o ~.- f= ::) ....J OW<(O a..tJ) 0::: en <( ~ w~(/)O 00) w 0:: <( f-~ZZ e"C 0 I-- f- o 0<( 2 ::)w-w 0 a 0'0:: (/)2 (/) a (/)<(Z . (/) w W(/)w<(z 0 U u.. 0z~EtQ ....Jr0 U::x W <(000f- ala 6L2 5U50:::f-(3 wr-- 0::: o6]Q:OS:::::J 0N r0<::t <( zr0 r00 l..l..20:::Ua.. <(....J r0r0 ::J w wOa.. o::l..l.. NN o::ol--....J<( o ' 06 cY <( Zal....J <( ::) ::J -, 0:: ....J ':OS::: ex) ex) if) g<((/)O~ (/)a.. ex)C9 O::....J'- LDO r--r-- ....Jw~o>- <::ta.. 00 ....J>~zO::: O'l<( <::t<::t <(0 <(0 w 0 :r: ~ ~ f-,(/) S (t) "Zw <((t).-l (/)~Qo O:::N(t) 'of-O o.-l'*t ffiz<(u w~~Li w<(S:2" II'*t. zf-~z f-f-....UJ ;-;:;(/)u- l..l..1.L.Q. ~o::wwO 0::00.. Z a......J UJZ w9(/)S(/)l..l..zQ.UJ wZ(/)alZOO .Q I::)ZWQ~f=za:: 1--0<(I(/)<(0::3:::;) l..l..Z...Jf-:>WoOcn o <( a.. I W (/) a.. 0:: . f-W~f-O::o....Jcn: tD~O:::~MZ~~LlJ alw~>-g~~....~ W......JU......JN uo::O 2=SO::)~I~::).q:;;;::: O:::G:f-"o:::oo:::: 2~t08~U5t0DD u z V) z o j:: :;) ..J o V) z ~ V) LiJ C ~ Q - 0:: o ..J LL. O'l o r0 N o ex) ex) f- ....: r-- <( I-- O(/)t::! E <::to::O:: o xwO (/) <(wI is l..l..~!:; as r00LD 0<( NZlJ... 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I ~ ~ l""" ~ <( Z ~ 0 0 IJ) !:!!o:: zUJof- ~ti:zZ v;~~~ UJlnOO:: OXUJ=> of-ZU ZZ~UJ ~ov;:::! ~:a:.:lnXO zN-3:- -.-If- ...j 3: -o::~ ~g;UJO> ~1J..~o!:!! oO~UJ !:!!:JUJ~O x~xUJO f->f-InU (j) Z ("\JO '(j) L.[)- .> ("\Jw ~o:: w () 2 o 0:: ~lJ...Z <(~Q zw(/) (/)~ ozo wo<( UUo ::)Z Ow 0:: 01--0 g:t::ci WO:::......J o::s<( wwO:: alII-- 1--f-6] Of-u Z::) >-0 a.. <(I 0:: 21:::0 zSu ::iffi~ a..zo ~~I ~2~ f- a z f- I ~ o BEHTZOM ENGINEERING (OMPL\NY, I"e E.8.# 0006871 w 2 <( Z Z <( ....J a.. 0::: >- 0... o () SHEET NO, a.. 0::: o U w 2 o I (/) ::) r0 o o ('\J @ S-16 LAST PLOT DATE January 19,2005 SINGLE HUNG MASONRY (FLANGE) --~- ~~~~-~~ SHIM /is li(q() \- r~fl':~:nCN #~~ Jill;' C\\A. t~'CN , ~Oy,,. CMJU< Ell mel 1'il.N00S"" Fl.J\!lGE & \'lC()O !!lVo< CA{M< ~m<:M _mw r~~ MA$.,~Y Of'8i:!o<C '\ PY Q'n1~RS 1>'1' O'R<ER5 ~_.1 ~o.~ ~ 4' 11'- a". 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