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Home My WebLink AboutBIN B-2 PERMIT 4425 CONSTRUCTION lYPE -- lYPE VI UNPROTECTED (SECTION 608 - FBC 2001) WIND BORNE DEBRIS AREAS THE METHOD TO SATISFY PROTECTION OF OPENINGS IN THESE AREAS WILL BE THE SOLE RESPONSIBIUlY OF THE CONTRACTOR. Termite Specifications: Structural Notes: 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) FOUNDATIONS SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSIlY 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 BUILDING INSPECTORS USE, OR ALL PROPERlY MARKERS SHALL BE EXPOSED AND A STRING STRECHED 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 2500 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. WNF 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 SPUCES ON ALL REINFORCING BAR SPUCES SHALL BE 40 BAR DIAMETERS lYP. 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, lYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ( fm = 1500 PSI ) 2. MORTAR SHALL BE lYPE "M" OR "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 lYPlCAL UNLESS OTHERWISE NOTED. 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS 7. DUR-O-WALL SHALL BE PROVIDED @ EVERY OTHER COARSE OR 16" O/C WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", 2001 EDITION, 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISe. 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. 3. ANY WOOD FRAME BEARING WALL STUDS THAT ARE CUT FOR PLUMBING UNES, ETe. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,lYP., U.N.O. 4. ALL STUCCO FINISH OVER EXTERIOR FRAME MUST BE 7/8" THICK PER ASTM C. 926-APPLY 3 LAYERS WITH TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. *ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-e. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBIUlY TO VERIFY THE lYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT-DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. SOIL BEARING V ALU E: CODES: PREFABRICATED WOOD TRUSSES 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) 1, ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CUPS 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 UVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS 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 DESIGN LOADS AS LISTED ON THE STRUCTURAL DESIGN CRITERIA 6. DESIGN SPECIFICATIONS FOR UGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7, PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8, THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. WOOD FRAMING: 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4) LIVE LOADS: 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 INCHES. DEAD LOADS: 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) WIND LOADS: (F.B.C.) CONCRETE STRENGTH @ 28 DAYS 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED AND FORMED.(FBC 1816.1.2) 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL EUMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT.(FBC 1816.1.3) REIN FORCING: 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) CONCRETE MASONRY UNITS: 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT,(FBC 1816.1.5) STRUCTURAL STEEL: 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 APPUED, SHALL BE RETREATED,(FBC 1816.1.6) 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE-CONSTRUCTION TREATMENT,(FBC 1816.1.7) UPLIFT CONNECTORS WOOD ROOF TRUSSES: 13. A CERTIFICATE OF COMPUANCE 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 DEPARMENT OF AGRICULTURE AND CONSUMER SERVlCES."(FBC 1816.1.7) 1. UPUFT CONNECTORS SUCH AS HURRICANE CUPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPUFT 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, 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. (FBC 2303.1.3) 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0": OF ANY BUILDING OR PROPOSED BUILDING.(FBC 2303.1.4) FIELD REPAIR NOTES WOOD FLOOR TRUSSES: WOOD FRAMING INSPECTION ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING FRAMING INSPECTION. 1. MISSED UNTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED W/ (1) "SIMPSONMTSM16 TWIST STRA? W/ (4) 1/4" X 2 1/4" DIA. TITENS TO THE BOND BEAM BLOC,( AND (7) 10d TO THE TRUSS FOR UPLIFTS OF 1000 LBS. OR LESS. USE (2) FOR 2000 LBS, OR LESS. OTHERS MAY BE SUBSTITUTED ON A CASE BY CASE BASIS. 2. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUB- STITUTED W/ 1/2" DIA. ANCHOR BOLTS SET IN 3/4" DIA. X 6" DEEP UNITEX "PROPOXY" 300 ADI-jESIVE BINDER FOLLOWING ALL MANUFACTURERS RECOMMENDATIONS ( OR 1/2" X 6" RAWL STUD EXPANSION ANCHORS. ) 3. REGARDING MISSED REBAR IN VERTICAL FILLED CELLS: DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMmED REBAR, AND INSTALL A 32" LONG #5 BAR INTO THE EPOXY FILLED HOLE, USE A TWO PART EMBEDDEMENT EPOXY (SIMPSON "EPOXY TIE SET", OR HILTI" 2 PART" EMBEDDMENT EPOXY ), MIXED PER MANUFACTURER'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPOXY. ALLOW THE EPOXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 4, HURRICANE STRAPS MAY BE SUBSTITUTED WITH A STRAP OF GREATER HOLDOWN VALUE OR GREATER UPLIFT VALUE IN THE FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURERS INSTALLATION INSTRUCTIONS ARE FOLLOWED. 5. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONe. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING) Structural Design Criteria: General Notes: tw~ ~~ ~ 0 !i! 1.1 z N l' ~~ !Il Z ~~~ ~~ ~ I 3 a:= ~~IO w ~ g*~ w z u;, ~'I ~-l&J ~o ~! Z x~'n'.......~ ~~ ~ ~: l' ~ _I"). ~~~ [(!~ ~~! Z co-lD 5"V' co . w d ..'-'w ~ 0.:...J,," ~~~ I~ "I ~~ z ~ ~ : ffi~ . c 8~: l' [l" w ffio~ ~~ 3~i I- :~:S ~ cn~1 z . . . I FLORIDA BUILDING CODE, 2001 EDITION BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02) SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-89) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-02) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 EDITION APA PLYWOOD DESIGN SPECIFICATION THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2001 FLORIDA BUILDING CODE, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILIlY, AND 2002 NATIONAL ELECTRICAL CODES ROOF TOP CHORD BOTTOM CHORD (W/O STORAGE) RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED BALCONIES STAIRS ROOF FLOOR 20 PSF 10 PSF 40 PSF 40 PSF 40 PSF 17 PSF (SHINGLE) 15 PSF ORDINANCE 92-19 - APPENDIX "J" TO FBC PLUMBING 2001 CODE. 1. TANK lYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WALL MOUNT WATER CLOSET VOLUME 3,5 GALLONS 3, WATER - FLOW RATE. PUBLIC FACILITIES 0,5 G.P.M. PRIVATE FACILITIES 2,2 G,P.M. SHOWER HEADS 2,5 G.P.M. 4. ALL PLUMBING WATER LINES TO BE PVPC g U 0\' u ~ ~ i .~ ~l1) ~ : ...9:l E~ ~!!~~ (f}o ~ N;!3~ '-' ~ ,-,' 0\ enO\ ~ IJJ ~ t!.. 'Cii ~ ~~ ~~g:~O ~ ~ ~ ~ ~II t!.. ~':3 IJJ~'S IJJ ~ ~ UNr./)U fL< :Ij: [ I WIND LOADS BASED ON FBC, SECTION 1606,2. WIND VELOCIlY: 123 M.P.H., USE FACTOR: 1.0 ALL CONCRETE UNLESS OTHERWISE INDICATED PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY (DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS) 2500 PSI 3000 PSI WELDED WIRE FABRIC SHALL CONFORM TO ALL REINFORCING BARS ALL STIRRUPS AND TIES ASTM C90 OR C129, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR lYPE "S" 1900 PSI CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ASTM A185 ASTM A615-40 40,000 PSI ASTM A615-40 40,000 PSI VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDlllONS 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) !Xl EGRESS WINDOWS SECTION 1005.4 BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N,O. NO.2 SOUTHERN YELLOW PINE (19% M.C.) ROOF DECK: PLYWOOD C-C;C-D, EXTERIOR, or OSB FLOOR SHEATHING: 3/4" PLYWOOD (5 PLIES) OR 3/4" T&G ADVANTECH WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB VERSA LAM BEAM Fb = 2900 PSI (2.0E) 4. ALL OPENINGS SHALL COMPLY WITH 2001 FBC WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SUDING 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, 01 gl (])I ~I~ . ::J 4Vlr-i ~ · r-i J:::: (R '"Oi en N > ~l 0 LJ1 ~ COj ~ en L;J ~I (Y) ~ ~ ~l IT: M ): ~I ~ ~ ~ (])i E ~ " $ ro zl..... o! 0. \.01 I DESIGN LOADS: TOP CHORD UVE AND DEAD LOAD: BOTTOM CHORD LIVE AND DEAD LOAD: TOTAL: 27 PSF 20 PSF 47 PSF UJUJUJ ~l9U ~~~ =>00 5S~2 V'l V'l ~ Z -z -z a:o ~~~~~~~ 8f28 ~g~i5S:~ffiS:a:~~t:1 ::JO'x::E;zu..::E;zO<:C::Ja.. SSbJ~o~OO~QwR~ --l"'~:::l~~a:~~~tJH ~~::(~ ~Ow ~<:C:;( ~~~~5~~~f2~~ o .... ~ F NET UPLIFT DESIGN PRESSURE: 20 PSF WITHIN 4 FEET OF RIDGES, HIPS, EAVES AND BUILDING PERIMETER AND 15 PSF MIN FOR ALL OTHER AREAS. SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 10 P.s.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD, DESIGN LOADS: DEAD LOAD: LIVE LOAD: TOTAL: 15 PSF 40 PSF 55 PSF 5. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 6. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS, (SECTION 2405.2) ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. Building Data: Index Of Drawings SHT NO: TLE A COVER SHEET A1 FLOOR PLAN A2 FOUNDATION PLAN A3 ELECTRICAL PLAN A4.1 ELEVATION I A4.2 ELEVATION II A4.3 ELEVATION III AS.1 ROOF FRAMING ELEV I AS.2 ROOF FRAMING ELEV II AS.3 ROOF FRAMING ELEV III M A6 INTERIOR ELEVATIONS ~ 0) 0 S-l FOUNDATION DETAILS :~ 0 > S-2 LINTEL DETAILS ~ S-2A LINTEL PLANS 0 ~ S-3 ROOF FRAMING (I, II, III) ~ I (J) S-4 BRACING DETAILS N - - WALL SECTIONS .- S-6 LO I S-7 STRUCTURAL NOTES & HANGER INFORMATION I ~ S-8 WINDOW & DOOR DETAILS I'-- Q) .- S-9 WINDOW & DOOR DETAILS ~ > S-10 WINDOW & DOOR DETAILS +-' ~ (J) S-l1 WINDOW & DOOR DETAILS LO Q) S-12 PRODUCT APPROVAL INFO '- ~ 0 L. Q) > o -a c <( WIND SPEED 123 MPH WIND IMPORTANCE FACTOR -- (rw) = 1.0 WIND EXPOSURE -- "B" (FBC 1606.1.8) INTERNAL PRESSURE COEFFICIENT = +/- 0.55 (PART. ENCLOSED) DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUrLDING CORNERS THEIR OPTIONS ARE AS FOLLOWS: WINDOWS AND DOORS SEE FLOOR PLAN FOR ACTUAL PRESSURES A. IMPACT RESISTANT GLAZING B. APPROVED SHUTTERS C. SUPPLY WOOD STRUCTURAL PANELS PER FBC 1606.1.4 Master Revisions: . ..- .... ~ .' ..... -- . . .. -....IIIIIIII . -. - 1.-. . I I ,- - -.... · - I -- - . I.' _. . _ . : i 1:::/'-::. .".......... ..,., I~./IIJ I L...I-.1..,.'-=-. i, I.., :._= ~ -,-.~ ~.....I': II.."'. ijg. CW._. . -....,.. . .... - ........ ........ ....... - - ..- · .. -.... ..........:...:.: _)'Il..:,_, .., -.'.'. .... - 41 II, '.' I, ... · ... ..... . -.. -. ... . - - I..................... I ......... . . ....... ... j-.......II, I =. 1:-, i.:>'.".' . -.- .... 'I,...~. '. ' .. . . - I ._, .- -... .-- ... - - . . ANDOVER 2005 DATE DESCRIPTION AU WORK SHALL COMPLY W1TH ALL PREVAIUNG CODES, FLORIDA BUlLDn~G CODE NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHlLLS ORDINAt~CES .... ,:.l ! ~ ~ ~ 11 .... ...., :>b ~ ] ~ a i f J J J i, j I I ,/ ,/ REVIEWED HAY 0 9 2005 ~bwr I I CENTRAL FLORIDA DIVISION, TAMPA, FLORIDA 33609 . - >-1- ~z I Z~ lu...... z Z u@8~ ~~ffi~ 9~~~ :Za.:>a. . ~:> ~ ~ we:( X~FE~ ~b5~ ~Zo::r: >-. ~ FE (J) a. ::E ~ ::) o~~~ U:)wlX a.zu.. (J)Z ......c:( ::r:~ I- Lt1 o o N - - ro $ E 2 Vl ENGINEERED PLANS ON FILE Notice To Builder >- (t: o ~ z w > z ("t") 0> LAST PLOT DATE <5 Mar. 23, 05 ~ COVER S~EET UJ :E O~ 02 :) ~o... () SHEET NO. o - CO 600 N. WESTSHORE BLVD. SUITE 600 (813) 769-5277 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 CLARlFlCATION..STOP..AND CALL THE DESIGNER USTED IN THIS TITlE PAGE. IT IS THE RESPONSIBIUlY OF THE UCENSED PROFESSIONAL THAT IS CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE DOCUMENTS BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE. a.: ~ 8 w ~ o ::r: (J) ::) lJ') o o l"oI @ A - .... '" i i "" ~ ~ ~ ~ ...... '" '" ~ ~ .... ~ :( ~ ---- ~ j i i:Z ! ~ j I f 5 ---- r 40'-0" o , io 17'-0" 9'-8" 13'-4" N -.... ~ r-- 'r' i' ~ N -.... ~ 10':" /j/k 11'-4" N -.... ~ r;- N .... N , ;... iJ) 13'-0 1/2" f-.. , ;... ~ 'r N 'r M r;- Ltl .... a. , f-., .... 9 'r I------~ I I ! o ~ , M 4'-0" 5'-2" 4'-8" ! 20'-2" 4'-0" 2' " G)Wall Framing Layout 1/8" = 1'-0" Co , ~ ~ o , Lrl 10'-10' N -.... .... co , Co .... 10'-10" N , o N ---l I I I i BATH #2 VAULTED CLG o , Ltl \D 1 9 Lrl ID r ;... 9 io Co , 'r 25SH +34.8 -37.1 ~ o .... 25SH +34.8 -37.1 o .... , ~ lYP. Q N , ;... iJ) 25SH +34.8 -37.1 ~ Co io , Co .... o , 'r o ..,.. ~ 40'-0' 9'-8" 30'-4" 1'-4" 8'-4' 9'-4" 9'-2" 1 H4.8{-37.1 r 35SH +34.2/-41.8 25SH ;r I . '. . LANAI 9'-8" X 6'-0" 8'-0" CLG 13'-4' 25SH +34,8/-43.1 DINING ROOM N -.... .... . 12'-7" X 9'-6" 9 o .... MASTER SUITE VAULTED CLG [1I 16'-0" X 13'-0" . ___ 8'-0" PLATE / HEIGHT WHICH VAULTS UP TO 10'-0' io , f-., .... . 11'-5 1/2" . ~ I NOVAS I TUB V f-., , ;... .... 7'-1 1/2' . @ . 9'-4" 25SH +34.8/-4 .1 .. 17'-0' Co , M .... ::t QI C:!. ~ ~68 ..... ~V ~~ ~~ 2668 -' lln 12"6' I I I . I~ I ~ I !i-' I I M~~~~B~~H ~ ~ g 0 ~@ · 1X6 WAL v 16\8 ~ 10'-10" ~~R ~V/////1 CURB STOP ~ A4A1\ ~ 10'-10' BEARING WALL Ltl , ~ --------------l : ATTIC ACCESS I : LOCATE IN FIELD : I 22" X 36" MIN I L_____________J . GARAGE 8'-0" CLG ;... ..,.. a. ~ 'r -.... M r-- , Ltl .... . N -.... ~ ----- Cp f-., .... iJ) , o N ----- ,----- ~ I I I I lYP. 1(5\ (~~ ./~ . ..1 'k- 2'-1. J . t1\ 1(2\ ~~ HU i' \/ /\ v I I I I I I I I I ..or-- .. . +31.1/-36.4 16' X 7' O.H. GARAGE DOOR 4'-0" 5'-2" 4'-0' 6'-8' I.. 40'-0' CD Floor Plan 1/4" = 1'-0" 16'-0" 20'-2" k NOTE: START DIMENSIONING FROM THIS CORNER OF THE HOUSE . . lYP. f7\ ~ 35SH +34.2/-41.8 . 3'-0' . 1A3SH +35.7/-38.0 31"H DECK / A.F.F. . . =;tSE BIB VERIFY LOCATION IN FIELD W/ BUILDER . . . . o .... , 'r o ..,.. io .... 'r ~ 7 o z g ~~ ~ ~ ~~~~ z ~ !i~~~ <.-' m ..- n . Z co ..- III . ~~~LJ W05" a:..JG" ~ ~~ <.-' a. W I- Z Ll!') cp z m () I ~ LoJ 6 ,~ ~ F... C'1 ~~~~.I si~ ~ ~ ~tj~!i ~ ~~~ ~ ~ ~~I ~~ ~ ~82 ~~ F -z ~ ~. ~-1IJ 00 ~~ ~~F ~~ . ~ ~~~ ~s ~~ !i~ j! ~I t:jli::~ 01:: fj)!a f5 !a .F :$~ F~ ~~ GENERAL NOTES: THE FOLLOWING SHALL COMPLY WITH THE FBC (2001) o PORCHES AND BALCONIES SECTION 1014 o HANDRAILS - SECTION 1007,5 o GUARDRAILS - SECTION 1015, 1019.10.9 o STAIRS - SECTION 1007 o CHIMNEY & FIREPLACE SECTION 2804-2806 (MFGR) SECTION 2113-2114 (MAS) [8J EGRESS WINDOWS SECTION 1005.4 ALL DOORS INTERIOR & EXTERIOR ARE 6'-8' UNLESS OTHERWISE NOTED REFER TO SHT "S10" FOR WINDOW & PATIO DOOR INSTALLATION REQUIREMENTS . . . REFER TO SHT "S10' FOR SAFElY GLAZING IN HAZARDOUS LOCATIONS REFER TO SHEET "S10" FOR COMPONENT & CLADDING PRESSURE DESIGN TABLE WALL LEGEND I FRAMED WALL wWw ~(9U ct~~ :::loa &Sf2z / / / / v/ / / / / / / ~ VAULTED CLG / S-~' ", ~ 1'-8........... L-VAULTClG,TO // , ~ I. I 10'-0" / " > -" / 'r- - - - -~!- - - - -1~~-Lr-. h~~:\- - - - --( I ::s ~ $. n~ I II u.. S 16." ~ ARCH: :~ POT II ' M 2668 SHELF I ~-l~H_~, I 1 ~.c~ iV// .// //<JI/ I I I/./ // Iv/9)~' .0~'/ j/~ f- -1 _ -l- _ _ _ R/SH_ GREAT ROOM /~ ,V~ 12'-8" X 16'-10" I 4~ ~' IV 0:;' I I I ~~~~o ~ ,~6: I I VAULTED CLG I / 0 .&. ',,:i: J: I ~ I WALK-IN / /4'" I v Q' V'l -' CLOSET 2668 I <: ~V ~ ~'~ I "IVAULTCLG, I 1'-7" 14'-0 1/2" ~~w ~/ 0 ~ ! 16'-9" : FLOOR ~CHEN S ~ 0 ~ f- I - T - - - R/SH- I LINE 1 10'-0" CLG S' 06Y I I 4" 8" N...........~ IV ~ I 4'-11/2' r; 5'-4".... 1'-5' I 2'-t'/' : ~~ ~~~" ;:: I ~ I Z ~.. =- ~~I'-:: \.~AN VAULTCLG. TO~ ""I \ARC~ _ "/raPT. I I ;., 10'-0" I;V ',' ;z: ~ T IB'}EF:,~ &~ ~ ; 5/SH ( l. , FLOOR BEDROOM #2 I \S-6) UNE UTI LIlY 12'-0" x 11'-4" I '--" ~ 2668 ) S ilOL-O"eLGl \~ 2868 VAULTED CLG I Iif\ --;' ATTIC ~ X. A6 j/io I ACCESS I M~ 2'-0' I 3'-11" 4'-91/2' ---------- W L _ _ ~ 11'-4' I "'---c I r;: =i1 r;:..= =i1 ., I ~ S I ~ III OP , II R/SH I .... ~ ~ _ .-J ~ _.-J f- - - -~ -- A;; -' L:.I: JXFi WAI 4068 ~ .c:::== : :: fOl0'~OE"R r t~ul/2' "'\ ~~RYER VENT THRU 77 ~ LINE I<<~ ROOF MAX LGT 25'-0" ff ~ CLG. :==Y5068 ~ I - ~ 11- 0 f- HANSON BOX 3'-5' I. = UN I S -'ir- ---J :;' -<::::::: FLOOR @ 36' AFF I- - - -l~ - R/SH- ~~H~ lID 0 I I 9 Ln 41/2' '~NE IXFi WAI ~~ 7" ~ 4'-91/2" {. 5068 \ 10'-111/2" · A --..] ~ ;6 ---J ~ ~~'~~7 "\ a. :;~H7 ~~~l ,,(-/;,'-J I ~ u) ~ ~I 5-2 :::: DEN/BEDRM #4 -38.0 TO 7' ~ \A6 J/ ~IFLOOR !9 25SH 10'-7" X 11'-10" A.F.F. iJ) ----""'--(' 2868 UNE +34.8/ +34.8 10'.0" CLG --........ "- . \ J .... I -36,8 -37.1 '-':;;:::" ---r I 7 1/2" - ~ L.-~---D ~ - - R/5~.. ~ _ 5068- - .--= "\ ~~ -. ';> 3~::2" ..Y 7 ~~l- I ~ f-., ENTRY 'W' 12'-4' ~ I CLG. . . I ""- ,,_ BEARING I "" 4'.8. L 2' O. ~ WAll r- ~~lT "@"""2 BEDROOM #3. I ?2\ 11'-9T X 14'-11" VAU~TED CLG I -----*......... /" ----- / \ .................. ----- ......... / \ ......... ......... / \ ............. . / \ ~ -E- / \ "" x<~_ / \ "b~'" V! ., """ "ro ~~ 1/ \ :::\:-' '" 'r \. '",. 'r?" ~ ~ \ ~ ~'l>~~ " "'k(/ ~ 25SH *'. :0X ~:t7 +34.8{-37.1 , .. f .?~" 4'-2" r 1-0 11'-4" I I. 8'-4' I 1 8068 S.G.D. +32.8/39.0 I "- HOSE . ~ ~ BIB~ " . k / / /.. / / INTERIOR BRG. FRAME WALL I 2X6 WALL I MASONRY WALL ~.////////////////////////.I MASONRY SHEAR WALL o , Ltl ID ,. -I MASONRY SHEAR WALL DOES NOT SHOW FURRING _ INDICATES #5 VERTICAL IN CELL FILLED SOUD WITH GROUT * - DENOTES EGRESS WINDOWS- PROVIDE A MIN. NET CLEAR OPENING AREA OF 5.0 FT SQ. GROUND LEVEL OR 5,7 FT SQ. OTHER LEVELS WITH 24" CLEAR HEIGHT MIN., 20" CLEAR WIDTH MIN., AND BOTTOM OF OPENING WITHIN 44" FROM FINISH FLOOR AREA TABULATION UVlNG GARAGE LANAI ENTRY 1721 599 58 38 C0 Q) o o I C\I L() I I'-- ~ ~ L() ~ TOTAL 2416 >- 0:: o I- Z W > Z - 00 1 LJ Ii s o .U [1) :~ o~ t-... rJl ;rj~ d) ~ Ero ~ooo~ (f) S r:l: ~ ~:a ~ ~ ~ l"! 'f "',' .5'00\ ~ Q) ~t-...t-...'~f8 ro ~ (lj ~ ~ ,.Q) 0 ~U')t-...~~~'~8 ~ ~ .~ ~ ~ ~~ ~ U C'l (f) U 0.. ~ :~ :tl: , I I V1 V1 1:2 z ~ ~ ~- i ~ ~- i ~ ~ ~ ~ ~ :Jox~zu..~zO~:J~ Sl'bJ~o~~o~~~8~ :::l~~:j1-'9~1-':i~~:::l ~I-' ~w~~wwu. ~ ~~~~5~~~~~~ o ..... u.. 0 o o -..0 (]J i~ :J ZVl o. ~.'O Vl > >ffi ~ (]J o 1- o '<(..c ~ ~.~ ;::3 V> C o 'Vi 'S; ~ ...: ~ (J) - - .- I 3: Q) .- > +-' (/) Q) L. () LO o o N - - n3 $ E 2 U) 1- <1J > o -a c: <( w ::'E o~ OZ ~~ U SHEET NO. o - ~Al en LAST PLOT DAlE (5 Mar. 23, 05 --I FLOOR PLANI . Z o o -..0 I i I ~ ~~ ~~ (V) \.0 cv) '" rtM OJ M Q..'? EM OJ H- I I >-1- ~ffi P~z Wnoo uBuv; ~pffi~ o8to z~~<( 1-~3~ Luw~ ::r: 0) ~ w <..9 6 I- :E ~;zB~ >-~~V'l a....... ::> o~ :E u3fD~ o..zu.. ~~ F:E 0.: a:: o u w :E o :c V'l ::> LJ'l o o N @ 9 rn \D b I "" .... ,:.< ] ]. i 0.. b ~ ...... I ~ M ~ -- f'l -- '" ob ~ ! 6 .~ 1 '" ~ ~ ,/ ~ ~ ,/ fo i:2 ,/ J ,/ ~ ~ ] ,/ ~ ~ I B ,/ ,/ ~ 9 ;... 9 io b I rn b '";' M b ...... I M 9 r-.. N I ;... In b ...... I M b ...... I "" b ...... I M b , "" 'r rn 9'-8" 4'-0" 5'-2" 4'-0" 6'-8" CD Foundation Plan 1/4" = 1'-0" 40'-0" 30'-4" je- 20'-2" 40'-0" 4'X4' NC COMP PAD 3.5" CONe. SLAB (VERIFY LOCATION IN FIELD W/ BUILDER) 9 rn \D NOTES: 1. ALL CONTROL JOINTS MUST BE SAW CUT AS SHOWN OR PER ASTM STANDARDS WITHIN 24 HOURS AFTER CONCRETE PLACEMENT. . INDICATES FILLED CELL FROM FTG UP TO TIE BEAM W / GROUT & 1 # 5 ROD VERT. @ ALL PLACES SHOWN MK. # <> FOOTING SCHEDULE SIZE REINFORCING Fl 2'-0")(2'-0" 4 #5 EA. WAY <> DEPTH 12" DEEP () Z q ~ ~~, tt~ . ;; :;~.~ ~~~ ~ t ~~a3 ~ . ~ ~!~ ~~ ~ . ~-loJ 00 ~~ F~j: ~~ ~ ~~~ ~6 ~() ~t::z -~ ~Zl Bc~ ~~ 0 ~z6 l!!l ~ ffi~1i; at:: a!!l :~3 ~~ ~~ ('oj a ~(Q t:) 0 Z N - CO~I? ~ ~ ~~$~ Z X ,..."C>>&1 - 0 ..Jrt),..." t:) !Xl u.....- rt) . Z CO...-a:! W q 5~eu.i .....J a....J V .. <( C ~ 0::: ~ u.. t:) a.. W I- Z . . . www o:::l.!)U ~~~ =>00 5?~z I I is i8 ~ l~ ~ l!2 r'JJ .9 l!) ("l") IIJ) ]"d ~ooo~ C/) B ~~~I.~("l") l-< ~ . ... "t 0\ 5b0\ ~ ~ ~ S\ ~ rCij ~ (IS (IS ~~g::lJ)o ~o4J~~ I Ira, 0 laC/) IJ) ia~~:~'~ 1J)~'S~t;~ ~ UNC/)Uo..f.t.4 11: Vl Vl Q Z @ ~. ~ ~ ~ ~ ~ ~ 8 ~ g ~Q~ffift3r5fta:Q!zg ::JQo.x;LZLL.LZO~::Jc.. O'lfl~o!6l0o!6lQWO~ ::l~!l:::j~~a:~z~l:1...J :i~<t:~ .....0 <t:fi<t:~ Q~w~5~~~wQb~ l!<t:> O~ r-Za: 0..... 0 M en o o I C\I L() I f'.- ~ ~ L() ~ >- 0::: o I- Z W > Z - gl 2rh Z~~~ o · 'ii ~ ~\:J(j)N ~~Q)LO >m\Dch .a~~~ '<J:~ifM '~~coC6 ~Q)e~ 3: CO .H- Zi 01 gl I (/) C o 'en 'S; ~ ~ (]) (f)> - - .- I ~ Q) .- > -+-' (f) Q) L.. () U1 o o N >-1- ~Z z~ wHZZ u~8~ ~D~~ = a8eo CO za::~<( ::::::- 0.. ~ 0.. ::> ~~w~ E :r:~F=UJ OJ ~61-~ ~ C2Z5~ (J') ~~~~ a~a::~ U~wct o..ZLL ~~ :I:~ 1- Q) > o 'U c: <( w ::E o~ o~ ~a. () SHEET NO. o - ~A2 0') LAST PLOT DATE (5 Mar. 23. 05 ~ FOUNDATION P~AN ~ a:: 8 w ~ o I: (J) ::J Ln o o N @ .. . . ROOM ct I F . 1- ;;, r. .l M~STE~~~ '-- \ o :) ) -.- --tun-----I // . . 5'-2" -~ ,---- -. I '. U 'r : ~_. ---- ~._- ----_._~--- 8'-0" . :(d " .. DINING ROOM ----r NOTES: UNLESS OTHERWISE NOTED . 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) (7 ..... Co I ~ KITCHEN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 44" AFF 39" AFF 36" AFF 12" AFF 42" AFF 2" AFF m ~.. '..1.' +-1 I ' I \ '\ . ,5'-10" 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. ~ , Co . ~ ;;, -r-- 3, ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. GREAT ROOM 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA NATIONAL FIRE ALARMCODE. CHAPTER 21999 EDITION 6. ALL ELECTRICAL IN THE SLEEPING ROOMS SHALL BE ON AN A.F.C.l. PROTECT CIRCUIT PER 2002 NEC (7 ..... . ---- i ; ~----t----' ------~' ..... . c;: :;: 6'-4" \ SINGLE PHASE 200 AMP BREAKER PANEL NEMA 1 30 CIRCUIT I I 1 I ) WH . o ::J ~- . BEDROOM #2 9 ;... rl METER SOCKET I 2'-6" "- \ . (7 . c:=J c::=:J o i . #4 CU TO COLD WATER PIPE & DRIVEN GROUND ROD. \ . 1 1/2" RIGID NIPPLE WITH 2 #1 AND 1 #3 CU THW CONDUCTOR ---::=:::::--- 4'-11" 5'-0" 5'-4" \ 't DEN/BEDROOM #4 \ ~ \ \ ) . . -<Af$ \ ATTIC ELECTRIC I IF REQ'D BY CODE Y GARAGE . 0' ~I BATH#lC- ~ cd~ ~b a.~ UJ . BY POWER COMPANY . '-....-/ ELECTRICAL RISER DIAGRAM NTS . 1/ ~ .....--? - /r-n -.- -- -.- / , 9C:j IJ ~ rr--- . , I I r~l ~- . ELECTRICAL LEGEND $ SINGLE POLE SWITCH ~ SMOKE DETECTOR $2 DOUBLE POLE SWITCH (fio $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH 1___________1 FLUORESCENT LIGHTING $DM DIMMER SWITCH -<?- CEILING FIXTURE n C :JI~ ::J OPT, CLG. FAN PREWIRE fr SCOUNCE ( WALL MOUNTED) FIXTURE f1 d} 110 VOLT DUPLEX OUTLET U t} 110 VOLT SPLIT SWITCHED OUTLET I~ DOOR BELL CHIMES ~ GROUND FAULT INTERRUPT u <!>- DOOR BELL ..... ~WP WATER PROOF W/ GROUND FAULT ,:< DISP ! dIb 220 VOLT OUnET 0 DISPOSAL ~ @ SPECIAL SERVICES OUTLET LO DISCONNECT SWITCH f:j fly! OPT. T.V. CABLE OUTLET ~ ~ PREWIRE SPEAKER ~ L-1 ~ <:] OPT. TELEPHONE CABLE OUTLET 0 ~ JUNCTION BOX -- EJ 0) '" T.V. CABLE OUnET t THERMOSTAT ~ ...... TELEPHONE CABLE OUTLET 0 LOW VOLTAGE LIGHTING ] ~ RECESSED LIGHTING ~ INTERCOM SYSTEM ~ til ~ €V WATER PROOF IE![] PREWIRE FOR GARAGE RECESSED LIGHTING DOOR PUSH BUTTON ....- e BATH FAN :;j ~ j ~ BATH FAN W/ LIGHT ~ " ....- ! ....- ~ j ....- :j . o I o rl I loc I~ I -- --- - . ~.. -.. .. . - 5'-10" . / 9 ./ N ~ I '-.110V CL'G MNT. ~ OUTLET \21'-0" r-------------------------, BEDROOM #3 . . .. CD Electrical Plan 1/4" = 1'-0" GFCI NOTE: ALL ELECTRICAL OUTLETS WITHIN 23 FEET OF WATER, GARAGE AREAS, OUTDOORS, AND AS SPECIFIED BY CODE MUST BE GFCI OUTLETS. NOTE: ARCH FAULT OUTLETS REGUIRED IN ALL BEDROOMS AS SPECIFIED BY CODE. NOTE: ANY CONFLICTS BETI^lEEN LOCATION OF MECHANICAL FIXT1JRES ON PLANS AND ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION ~ IX ~ ~ ~ w P F" llCl :--'4 .... 3 I~ 1 ~~~~l ~.. ~ ~i!:~ ~ ;~ ~ ~~~ ~ I~ I,. ~- ~~5 ~ ' f ~~lD :2 (,$ ~~~ ~ij ~ ~ ~~~ ~~ i!: ~~~ ora ~~ .=~i!: ~~ z lJ... ;:;; !O ?i:~O!a~ ~ ~t:z ~~ j ~fE~ I!Q i~ ffi~1ii ot:: s!a :i3 ~~ ~~ cJ z ('olIO ~ ~~ ~ ~ ~~~~ z )( li-;;;'':'~ (;l 0 ........,. Zen tQ.....cn . 5l"oJ e LJ w 0 .. -.J a:...J 4J .. ~ j~ (;l n. W I- Z . . . i S o U 0\ U o I.f) .S 00\ t--. . <Il :r3~ ~ ! ~ B;.j .Ot;p~. ~a ~~~ ~S< Q) Q) Q) t--. ~ ..... ~ ~~ ~~l.(:~O ~~~~~~i~ o~~O~~~'*l: www et::~u ~~~ ::>00 5S~z @ ~-h ~~ i'i ~ 8 ~ ~ ~Q~ffia:~ffia:~2~~ ::Jo><~zu.~zo~::J~ O'V'l~""~oo~_wOi ~~~~~9~~~~~ ~Q~ffi~~~~1~5 ~~> Oz z 0.... I o o \.0 Q)~ +JI --10 ::l I ~t (J);M · 1M J::: -011 N > I'" Ll) CO,a I I \.D 0\ a Q) I~ \.0 L.I~"'" ~~tCM ~ ~ (0 C6 Q) 0. I ...... E ~ 3: (0 .1- Z o o \.0 M Vl s::: en 0 'in 0 '> ~ 0 ~ ~ I en C\I - - .- L() I I ~ f'-. Q) .- ~ > +-' ~ en L() Q) ~ ~ () I..() o 0- Nro L.$ Q) E > Q) o .~ -0 V) C <( I i >- l- i ~ Z ~z~ HZZ ~~8~ ~::)Z~~ C)8 a :;;;" oc c::( "r 0. 0. Ii-~~~ :C~~~ ~61-~ ~z::)~ ?i~Vl :E~::) ~~oc~ '!J11 ~ ~ fC la~ :J:~ I l- I I i I >- ~ o I- Z W > Z - w ::E 0;2 oz ~~ ~SHA3 0) LAST PLOT DATE 15 Mar. 22. 05 . ....J ELECTRICAL ! ~ Cl:: 8 w ~ o :J: Vl ::) ll'l o o N @ ABV. ENTRY OPENING N.T.S. ELEV AT 8'-0" 1ST FLOOR T.O.M. -t-E- 5.9 I ---24- I 5,9 6" FRIEZE BAND 8/8 SCORED BANDING -t-E- 5,9 I ELEV AT 12'-4" ENTRY CEILING ELEV AT 8'-0" 1ST FLOOR T.O,M. 25SH DKOAAT~ CEMENTlTlOUS ~IN5" 25 [g[C] DO DO 3068 ~ (x) G J: (x) 0 ~ ~ ::: 8 z 3 ~ ~ = ~ co C? ltJ ~ ~ J: a.. ~ !2 8 z 3 35SH 25SH ELEV AT 0'-0" FIRST FLOOR 8068 S.G.D, - -I - - ELEV AT 0'-0" FIRST FLOOR CD Rear Elevation II 1/4" = 1'-0" 4/2 SCORED 2 SCORED BANDING / BANDING / / / r:;'\1 Flont Elevation II ~;1/4" = 1'-0" NOTE: EXTEND ROOF OVERHANG 6" (MIN) INTO ENTRY WAY (OR 1/2 THE DEPTH OF ENTRY COLUMN IF GREATER THAN 6") EXTERIOR FACE @ ENTRY 4' 0" OFF ~- - '\ RIDGE VENT \ ...,., II I I I . II I I II II I I I I II r.,., ~~ 'f'(' I III III II I II I II I I III II az ZO <(J- co UJ , ~U)(9 >-oz u..J-- -con:: ffioL1j >~CQ C\J .' ~ co .... '" ~ } ~. '" .... r:l '" .... ~ ~ ..... '" :.b ~ ::I ~ ~ OJ ~ /' ~ j i ~ J i J ~ /' ::i ~ 40'.0" =-1 " 9'.8" 30'-4" .~ -~ ~9 >~ ~ ~ '" c- .,' <IO~\~ ~~:( /// ~/~~V~~//~VL~/'~/ JDV J03 " ~ N "/jV ~ / /S / V" Y V ~ ~ iV, ~ J05 '" ,~/I~V ~~~~~ /~ ~J05Z", 'l //X/ // // // // // /^A1,~ ~ ~ / / / / X~ / ~ / {. / { / -f ~~13",,, '" '" '/ // //_ ~+ + + + /A11"'''' "'''' '\ // / / / + ~+ + + ;fA09 _~ '" '" "'''' V / / / / - + ~+ + /A07 + '" '" '" '" " // // ~ + + ~ /Ub + _~ "'''' "'~ / / / / / - ;- ;- "?r AUJ -r -r """"" / / / / / + + + .~ + - ~ '" '" '" '" ~ / / / /- + + +4-A01+ + '" '" '" '" ~ // // / =F . + . + . tt- . =t- -~ "'''' "'''' V // //- I T,T I TA02 T,T / / / / /_ I -1.. I -1.. ,/~ A~4 -1.. I -1.. - / // // + + /+ .~ ~06+ // // ~- / / / / / + /;'. // // //- /y / U / / ~/ ~ /:- / / //CO// ~~~ I / // V / I //~~ / ),~:I. ~ "\~, / // // ~~ ~ L'Ul~E, / A-~1/~ ~\.. t'-81/~"SPPN V/ ,~ '" "''' ~ " /~(......:~ '" ~ ~ ~ ~I~ ~ O)~ ~.~ ~ 1ilIlI~-'~ ~ ('" 'S ~ I 0 ' ~ '" ~ I ~ v:: ~ 0 ,..: ~= \.. .1 ~ 1/ C\. ~ ~ , _ c J o .1 CO 10'-10" . + /+ + ~ + ~ A12 . '\ / 810 811 40)1 V \IE WAL\ 812 . 802 9-801 ~v / " 801GE 4'.0" _ 5'-1 1/2" 6'-8 1/2" 20'-2" - 4'.0" - - -I- ~ = ~ ~ 0) _I CO C\J o 1 0) ~ Truss Notes: THE Floor and ROOF TRUSS LAYOUT ON THESE PlANS ARE SCHEMATIC DESIGNS ONLY. Final floor and ROOF TRUSS LAYOUT TO BE DEVELOPED BY TRUSS MANUFACTURER. If FINAL TRUSS Layout LAYOUT Drawings DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, SAID TRUSS MANUFACTURER'S DRAWINGS SHALL BE REVIEWED AND APPROVED BY design styles, inc. and the ENGINEER OF RECORD prior to CONSTRUCTION. TRUSS MANUFACTURER TO verify adequacy of all specified Ivl beams and make any adjustments necessary due to final truss design or calculated reactions. All modification to be reported to design styles, inc. and the engineer of record prior to construction. Electrical & hvac layouts are based on these framing layouts. Any deviations are to be approved by design styles, inc. prior to construction. typical truss connectors 1. ALL CONNECTORS ARE "SIMPSON, Strong-Tie". 2. USE MTS20'S FOR roof TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES WI CS16'S. 4. USE HHETA20 FOR roof TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HHETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. Design Styles, Inc. and THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER final TRUSS INFORMATION IS SUPPLIED from truss manufacturer. o .' l.() CO V / / / / / /1 ENTRY BEARING AT 12'-4" BEARING AT 8'.0" I I ~ '5SJ t -F.J 8'.0" CEILING HEIGHT VAULTED CEILING AT 2.5/12 1 0'.0" FLAT CEILING ENTRY BEARING AT 12'-4" APProved b~ Dat~ APPROVED TRUSS ANcHOf~ BY BUILDER SQUARE CUT OVERHANG HEEL HEIGHT = 2x4 STD. BOTTOM = 2x4 MIN. TOP = 2x4 MIN. ID-STATE TRUSS CO., INC. 3125 Reynolds Rd., P.O. Box 1606 Eaton Park, Florida 33840 941-665-1309 / 1-800-940-8787 -- 2.5 12 BUILDER: US HOME CORP. LIG4J.. ADDRESS: 1 t _4" ANDOVER 2005 ELEV. " ~N: -- TRUSS END DETAIL 1M STB JaJ . N.T.S. 11/04/04 USSUNNY2 u z c.5 ~8 ~ ~~*;a z x...J~ co " ~ lL.....~ . Z co.... CD W q ~f:~eLJ ..J a.....J v .. ~ ~~ " a.. 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L- () SHEET NO. ~ '-0 €5 Z - ~ w : A5.2 ~ > (j) LAST PLOT DATE' ~ Z (5 Mar. 22, 05 I (Q) I ROOF FRA ,ING - --I ELEV _ II : I rl ,:..; i ~ !.i ~ rl rl ~ ~ -.... '" >ll ~ ~ ~ !l j .s ~ =i ~ j ~ i>a ! ~ ~ ~ ~ -- :::i o 1 ~ d .~ 4" B.S. o 1 "" __ TILE I( CD) '-.,- ( ~ 0 ~ TUB ~ t 21-6" ~ ~ 42" HIGH MIRROR ("f) '\ l..:v, n il l J t1 ~ 2'-11 1/2" t CD Bath #1 1 1/2" = 1'-0" -' .-- \..0 1 \..0 aln ~ \'0 I ("f) /;''', ,,/ " " // ',1// ..3 .----- I D/W SINK ~ SPLAY CD Kitchen 4 1/2" = 1'-0" of '....... ....... ......., 0 "," I ....... ", ("f) .......u", ", ", ,,'" ....... 21-8" ! 41-4" POT SHELF " / " / " / " ",/ "" '" // " / " / ",// / / / " " , I ~ 220 "HANSEN" Fl=r~~ D W (,' - '1' 14 1/2" X 16"----.J DRYER VENT RECESS o Utility Room 1/2" = 1'-0" \'0 1 ("f) If "- , , '..,1/ " / 1/ / / 1/, ,,' BASE -.- N -.... ~ o ~ 1 N -.- \'0 1 -.- ~ v -.- " " 4" B.S. o 1 ~ \D I N v o 1 ("f) o I ~~ \D 1 N - .- N 1 ~ I ~ v ~ -.... ~ o 1 ("f) - .- -' .--- o 1 N 11-2" f '. 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W I- Z C 1 f' ~ 1 f'" f'" 1 C 1 ('f' www cx:(9u <(~~ =>00 ~f(z ~ ~~ 1/2" C") 0) o o I C\I L() I I'- ~ ~ L() ~ >- 0::: o I- Z W > Z - ~ j{;~ ~~~ ~ . ~i~ ~ I ~~~ ~ :> ~~~ ~~ ~ ~8~ ~~ ~ z 90. ~-t.J 00 ti:~ ~~~ ~~ ~ ?A:g~ ~f3 ~~ ~I::~ ~~ ~i 00 0 ~z I!!! ~~ ffi ~ Ii; 0 I:: f3 ~ :i3 ~~ ~~ .- Ii=> f3 ~.. i N :t ~ ~ ~ ~ i ~ / ........"~........ /........ ........ '\ / <........ ........> '\ / ............ ............ \/ I' I , I , '\ I , ,:, , . . . s o U 0"1 . U o IJ') l .S 00"1 t..... "./J ..... IJ') C() 'CJ "d C() i-< ~] ti~~~C() I-< ~ ~ 't O'l 6'00"1 aJ aJ aJ t..... I .~ C() -4J-4J -4JO"IstaJC() CiS CiS CiSt.....N"dO ~~~ ~~ti, '.'8 ~~'S~~~ ~~ U("nJ)Uo..~ ~:tI: III III Q Z ~~'~~1~~~8~~ ~gHme:s:mftcx:~~~ :::lO'.><;~zu.~zO<:(:::lc.. O'IIl~O~OO~Qwoc.. IIlWc.. W u<:( :j~~:j1-'9~1-'~~~~ <:(~w~~~~~wu.l-~ cx:w<:(~ <:(~20>- <:(> Oz "'-Zcx: 0...... Cl w :E O~ OZ ~~ () SHEET NO. o i ~A(1 0') LAST PLOT DATE' (5 Mar. 22, 05 ! ...J I II ~ Q) (f)> - - -- I 3: Q) -- > ........, (f) Q) L. U 81 \01 <vI +J ' .- 0 ::l~ 2 Ul ri "" o - ri "" ...... -0 ,I N Ul>O'Ll) ......0001 > '-Den ~a~~~ ... <( 0, I ~c....c~M ':E~'~~ ~ <v 'E ,.!.. r- 3: 'm -r 21 0' gl I I , , , , (/) r:: o 'Vi '5 & L() o 0- N16 1...$ QJ E > (1) .gtn c <( >-1- ~z z~ W......zz u638~ g~z~~ ~~ c:t 0.. 0.. H-~~~ "1'i" W W I- ...... co ~ w (.!) I- ~ ....4 0 5 0 ~ZO:I: ~~~IJ) ~::E: ::) Z ::E: :)~~ l,> 0.. W u. IIJ)~ I~::E: , I ! ~ 8 W ::E: o :I: IJ) ::) In o o N @ I d z ('II g ~~ ~ m~~~~ ~ ~ ti~:':~ '-J en ..-..,. z co..-II) w d~"'::'.!S w ..J a:..J,," r2 ~~ ~ a.. W ~ Z SEE FND. PLN FOR STEP DOWN HGT (lYP 3 1/2") 3/4" X 9" RECESS N -... ...... M (1) # 5 REBAR " :. GRADE FINISH FLOOR LEVEL W.W,M. W.W.M. PORCH F.F. ~ SECTION @ GARAGE 1 STORY SINGLE STORY FTG BEARING THICKENED EDGE STEP DOWN @ ENTRY SCALE: N.T.S, SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.5. FRONT WALL OF GARAGE PROVIDE 1 1/2" DEEP X 13" WIDE RECESS AT GARAGE DOOR. 1/2" EXP. JOINT AUGN DRIVE W / BOTTOM OF RECESS & PITCH DRIVE PROVIDE 1 1/2" X 5 1/2" RECESS FOR (2) PANEL UNITS PROVIDE 1 1/2" X 7 1/2" RECESS FOR (3) PANEL UNITS AT SGD LOCATION W.W.M. 4" X 8" X 16" CMU (TILE SILL BY TILE CONTRACTOR (RAISED OR FLUSH) N -... ~ M F.F. W,W.M. ~ CW~' !!!j; j; ~i~ U) :>.~~ ~ ~~~ :2 ~~! ~~ ~ ~:~ ~~ ~~ ~~~ ~~ ~~ ~~~ ~~ 01 ~zB I!!J ~~ ffi~!ii CSt: B!!! :~3 ~~ ~~ . . . s o U 0'\ U o U) .9 00'\ t:: ! ~ .... U) "J 1- "d"d ~oooo ~g tI:~81~('I') I-< ~ ~ t Ci\ 5b0'\ CJ CJ CJ ~ J.. .... ~ ~~ ~~it:~o ~(j)~ ~~K .8 O~~O~~~~ wWw ~~u ~~~ ::)00 &Sf2z V) .~ ~ 5 @ ~'5 ~ 9 ~ 8 ~. ~g~~~~~~o~5i ::) 0' >< ~ z u.. ~ Z ~ ~ 5 ~! 0' til ~ ..... ~ 0 0 ~ ..... woo..: ~ ~ ~ ~ ~ e ~ ~ ~ ~ ~ ~! ~ ~ ~ w ~ p: w ~ u.. I- <:(; Q ~ w ~ ::) ~ ~ g 0 ~i. ~ <:( > 0 Z Z 01::' o ..... u.. o. w ::E O~ O~ ~Cl.. () SHEET NO. o - (Q ('f) (j) LAST PLOT DATE (5 Mar. 22, 05 --I 16" 2-#5 REBAR 3 1/2" .W.M. 0'0" FIN. FLR. N ...... SECTION @ GARAGE DOOR SCALE: N.T.S. STEP DOWN BRG. SECTION @ SHOWER S.G.D. SILL DETAIL BEARING 1 STORY SCALE: N.T.S. SCALE: N.T.S, SCALE: N.T.S. FOUNDATION NOTES GENERAL MASONRY NOTES: 3) SOIL: 3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. (VERIFY BY CONTRACTOR) 4) CONCRETE: 4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2500 PSI (NORMAL WEIGHT). 4,2 REINFORCING BARS: ASTM A615 (GRADE 40). 4.3 WELDED WIRE FABRIC (WNF): ASTM A185. 4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 4.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3" BOTTOM AND SIDES. 4.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK AND DRIVE SLABS) 3 1/2" THICK MIN., REINFORCED WITH 6X6 - Wl.4 X W1.4 WNF AT MID-DEPTH OF SLAB. 4,7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 4.8 LAP SPUCE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15". 4,9 SOIL TO BE TREATED FOR TERMITES PER FBC 2001 SECTIONS 104.2,6; 104,2.7 ; 1403.1.6, 1503.4.4; 1816; 1916.7.5; 2303.1.4 & 2304 1. MASONRY UNITS: lAW ASTM C90 2, MORTAR: lYPE M OR lYPE 5 lAW SBC TABLE 1402.88 IS REQUIRED TO BE lYPE M OR lYPE S 3. GROUT: 3/8" MAXIMUM AGGREGATE, 8" - 11" SLUMP 3000 PSI OR ASTM C476 4. CONCRETE: 2500 PSI MIN. COMPo STRENGTH AT 28 DAYS FOR FOOTINGS: 2500 PSI FOR SLABS ON GRADE 5. REINFORCING STEEL: GRADE 40 MIN. AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A615,A70 ('tJ Vl c 0> 0 'v; 0 '> ~ 0 ~ Q) I (/) > C\I - - .- Le) I I 3: f'-.. Q) .- ~ > +-' ~ (/) Le) Q) L. ~ () ... ,:.; l ~ ~ ~ ~ ... ... ~ ~ ....... '" j 'i == j i Oil I ~ ~ -8 ~ --- :::i >- ~ o I- Z W > Z - 01 o ~ ~ ::l ,~ (J)IM I "" . ,M "" ~"Oi~N (j) ~ '0 l.{') ..... CO I I ,\.0 '" o ~,~~ . "" '<(~U:M , ~ ~ Jlro C6 ~~I~~ .1- ~I O! ~i >-1-- : ~z ~z~ l.J1 HZZ 0 ~@8~ 0 ....- ~5~2: N ....- <Do 0 ~ :T ~ <:( 0.. 0.. L. ~~~~ Q) E ::t~~~ > ~ I-- ::E 0 (]J ~ol--o .J.J Z6I -c ef) =*-~~V) c: 0.. ::E ::) m~fD~ <( . o..ZLL V)Z He:( ::C::E I-- 51 ~ o u w ::E o ::c V) ::) lJ) o o N @ Ii \ ! i i~~~l ~ ~:~ ~ ~ ~~.~ ~~iil ~ . ~ ~ ~ ~~I ~~ ~ ~l ~:~ ~~ ~g ~ ~~~ ~~ ~~ ~ ~~~ ~Vl J ~~e !!!! ~~ ffi~!i; c~ f3~ :~3 ~~ ~~ --- tIS:);' ~ ~.~ ---- d z g ~~ ~ ~~~~~ z X ,..,.t>>~ " ~ li~-n . z ao ..- CD W d S~eLJ a:....Jv.. ~ c ~ C2 ~ lL. " a. W I- Z . . PRECAST "U" UNTEL W/ 1-#5 CONT. IN // HURRICANE ANCHORS (lYp,) GROUT @ OPNGS. 6'-0" & OVER. " PRECAST "U" UNTEL ALL OPENINGS SPLJCES 25 MIN. UNDER 6'-0". (lLAP (ACI 530 ) 10" HOOK ~ STD. 90 HOOK (lYP.) (lYPICAL) ~ ~ ; lYP. BOND BEAM < ' < ' t' It. ".' 1 ".' ".' ,. I: '-1L" . " ' '.: 1 ". II <.' ,. [,. " 8" X 8" X 16" K.O. , " . ' , l.' .~ '~.'~,' I,' ~, '~,' '~,'~ .'~ ,'~.' 1 ,'~,' LINTEL BLOCK , , " . . .' .' I..,. ,...1,.., I. , . . FILL W / GROUT & .' H ,":";',; ,"'" ; ".' ,'"" I I k, '. 1#5DIA. REBARMIN.LAP25" <' I~" ~' I ,.' (ACI 530) I~I\ lYP. TIE BEAM W/3000 P,S.I. CONC. W/l #5 REBAR CONT. i<l~ V":~ ~~ s ~... .... ~ .f: U ~~'-u ~ ~ .S =.r ~ ~ Lr) ~ ~ rt- ~ ~~ ~fj~~~ i'" VJ '> ~ P::: ~... 't 0'1 5'00'1 r I 4, ., ~ (J) 2:! t"... ~ .~ ~ ,... ~, lI'l ii1 lI'lR:R: (l)o ( ~U)r:....~~~"r.1g 'r, ~ ~~.~ (J)~~ ~~ ~ ...... UN(j)O~~~:tI: SIMPSON SP4 W/6 - laD ..----- I I 'r vi' v 'v , I v I v , . I A , ___ STANDARD HOOKS W/25" MIN. SPLICE '> ( "" ---- ~ ,. ~ v ____ I JI[) flIII[ ---- t NON-SHEARWALL SEGMENT t 1.11111 111111111.1 1 tALL SHEARWAlL SEGMENTS CONSIST OF A FILLED t CEll EAQj END WITHOUT AN OPENING BETWEEN. t t :-"'... t ....... .~ .: ~,' '4,': '.'1:\ ".' .' '" ~. ".::I. .'/,) '.- I I I 1:.';' '. ,. I'.: '.: 'I ',~, ~~..' '~..' I I ,;' ." -lYP. FILLED CELL W/3000 p.s,I. CONe. W/l #5 REBAR VERT. :.. ~ I I LINTEL BEAM: 1 COURSE LINTEL BLOCK WI 1 # 5 BAR & GROUT MIN. 25" LAP SPLICE (ACI 530) > 'REBAR BOTH SIDES FOR I' .' "OPENINGS 6'-0" OR MORE ,'" :., ,I I STD. 90 DEGREE ANGLE W/l #5 DIA. REBAR MIN. LAP 25" (ACl 530) , '. > I 8" C.M.U. I I I E, ~ ~ I --- I I~ v , > , lYPICAL SHEARWALL SEGMENT INTERIOR BEARING WALL INTERIOR SHEARWAlL EXTERIOR FRAME WALL I ~J~ INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 # 5 BAR MIN. LAP 25" (ACI 530) 8" X 8" X 16" C.M.U. (\ I I I I k I .' , , ' I I SEE FLOORPLAN FOR FILLED CElL LOCATIONS. FILLED CELL: FILL BLK. CELLS WITH GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN ~ AND FLOOR PLAN. /' MIN. LAP 25" (ACI 530) ; I', I I I ""'~ I (\ 2" X 4" P.T. W/ ~ (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 , .~ " 1 P I I I t;. I ^ 3 1/2" 2500 P.s.I. CONC. SLAB OVER 6 MIL V,B, OVER CLEAN COMPACT. TERMITE TREATED EARTH FILL REINFORCED WITH 6X6 Wl.4XW1.4 WNF "', :. In -~ ~ 5 ~-5~ g~ 8~~ ~~~~~~ffi~~P~6 ::JO'><~zu..~zO~::J~ O'bJ~Q!!;lOQ!!;lQL!.JO~ ~~~::j~9~~~~~--j 0:(1--' ~w~mwwfEl-~ Q~w~::J ~~OF-O~ 1:(0:(> Oz ~ z~ o .... lL 0 I I <~/ I I wWw ~(,9u <t:~~ =>00 5Sf2z lYP. DOWEL 25" MIN. LAP (ACl 530) I I I I h 'I I I I I " f..- :.. ' ~ ~> .. I , I ~",:' I I; , ;',; ',,',; ',; ',; ,; ',;',' ,> '" " ',; ; ,; ",; ',; ',;', ",: ,;", ;',: 'I I~,~:<:: ':-,~ J~~~4 '';;.'~~4 '-:;.,~t<l ':-,~td '~'~:J .~,~ J '~";<l~'''~ <'. '~";J '~";<l '~";d '~";d ':"";<l ':',.. J' <'.. ,.td ':'" <!~';<l '~" <l TOP OF SLAB c}) I " f..- 1 NOTE: SECTION BETWEEN DOWN RODS ARE CONSIDERED SHEARWALLS UNLESS OPENINGS ARE BETWEEN THEM. . . , , -.' p. ", Q"' ~ '" r7'J ' . '~. j7',: . ~. . " . .',...r? ". '.. .', . ?" . q,. ~ ""'.. h 7, 4.~,.... ~ . ,.,J "'IroII\''''~ t..'A ,~.. ~ I"'J _....~J ~..',J 4..,"r d'".. . '.\7'-" ''''. -"<," '''7,<;5= .' (J:t,;,V' .-. . ,-,,-q ~'. .. ,.. ...... ,}III~'..~, .... .......".... ~ ,"""4. ,t::s:.. ... .... LSEE FOOTING DETAIL lYP. MONO. FTG. o o \.0 ~b :J ~t ZV)TH o . ~ f:::: ta~~~ >00\.01 ~o~mPd .. 0 '" f~~.cLFM .. :E II fO ~ <(UlQ.1 ~Q)E~ " $ (0 .1+- Z' o o \.0 I. SEE FOUNDATION PLAN FOR LOCATIONS J r-:'\ lYP. SHEAR WALL SECTION \. S-2 .J 9/16/03 TH -- ~3 FRAME (EXT./BRG./SHEAR) WALL { 3 , TO MASONRY CONNECTION DETAIL \ S-2 } 1/2" Ill< 8" "J" BOLT @ 40" O/C SHEAR = 61 PLF. """--'" 1/2" Ill< 6" EXPANSION ANCHOR @ 40" O/C SHEAR = 61 PlF. 2-7/8" HILTI X-DNI NAIL @ 12" O/C SHEAR = 140 PLF. 1/4" 9J< 3" TAPCONS @ 16" O/C SHEAR = 198 PLF. Q BLOCK WALLJREINFORCEMENT S-2 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 8/01/03 II ________ EXISTING U-BLOCK W/ 1 #5 CONT. IUJ ~ DRILL 3/4"'1. 5. MIN. HOLE SET BAR IN EPOXY CAP TO PREVENT LEAKAGE , , b #5X6' EMBEDDED INTO EXISTING U-BLOCK UNTEL -------- FILL CELL FULL HEIGHT W/ NON-SHRINK GROUT ~5X6'EMBEDOEOINTO ~ EXISTING FOOTING DRILL 3/4"X 5" MIN. HOLE SET BAR IN SIMPSON "SEr' EPOXY OR EQUAL INSTALLATION OF WINDOW BUCK STRIPS - lX3 (MIN). GLUE STRIP W/ADHESIVE SEALANT & SCREW W/3/16" X 2 1/2" PHILLIPS FLAT HD. ''TAPCON" SCREW MIN. 4" FROM END & 16" O.C. ~ ~ __ BLOCK LINTEL , ". ~ ~4 :~>~4 ~ 1\," ~.I\, ".","" 04 \> ~4 0 ! " ~ ^ _ /1. "".~, ./ ~ ,","" ~.~ "" .. / ,,~ lL o e:J Lt I- ::l U ~ b -1/2" DRWALL ~ I V'l ~ = 20" MIN. LAP -( f v 9~ ~~ ... e... J '- #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE 25" MIN. LAP ~t~JSRmF8RtI~BW tv vvv- #5 LAP SPUCE EXT. FINISH DRIP EDGE INSTALLATION OF S.G.D. BUCK STRIPS - lX4 (MIN). GLUE STRIP W/ADHESIVE SEALANT & SCREW W/3/16" X 2 1/2" PHILUPS FLAT HD. ''TAPCON" SCREW MIN. 4" FROM END & 16" O,C, = BUCKSTRIP - lX3 MIN (WINDOW) lX4 MIN (SGD) 1/8" SHIM SPACE i( '\ rn ('oJ ".-- , G) = lYP. 8" BLOCK WALL L _ = WINDOW/SGD C'J (j) o o I C\I lC) I f'-. ~ ~ lC) ~ 1 X P.T. W/ 3/16" X 2 1/4" TAPCONS @ 18" O/C MAX, & 6" FROM CORNERS Vl C o 'Vi '> ~ = 1111I11 ....> .... 'm #5 REINFORCING BAR .... r ~~ ~",~ '\: _____ SEALANT .--- BACK OF JAMB l] = ~ I ~ I , , I 11/2" RECESS I IN SLAB SLIDING GLASS DOOR 36" MIN. LAP ~C'i'^C~~';;~~~Ei~~{6~tfN~9BAR9'C^~i'C~'" #6 LAP SPUCE - ~ Q) en> TRACK - FILL ALL HOLES W/l" X #8 ST. STL. SCREWS W/PLASTIC ANCHORS SEALANT --- ---' l 10" - - .- EXISTING FOOTING I ~ Q) .- > ....., en Q) L.. U >- ~!z z~ w...zz UQOO WUtn ~~z~ 08~o Z ~ <{ 0.. a. ~~~~ :cWWI- (])J:w 191-1-~ ~ol-o 0:::: Z 5 I >- ~ ~ IJ') 0. ~ ::) O~ ~ U~~~ 0..~L1- la~ J:~ I- -- r 4 '\ lYPICAL REBAR SPUCE DETAIL , S-2 , SCALE: N.T.S. MASONRY OPENING J 6 \ S.G.D. INSTALLATION , S-2 , CD RETR<HIT FIlLEO CEll DETAIL 5-2 @ MAS. WALL EXT. OOOR JAMB S-2 #5 STD. 90 HOOK SCALE: N.T.s. Ln o 0-- NO:; 1-$ g! E O~ -0 U) c: <( SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. MASONRY CODES \ 2-#5X6' IN CONe. FILLED CELL -1~ 80 G I D 4" !sAWCUT r:'\ SECTION \:is) 5) MASONRY: 5,1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530. 5,2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 5.3 MORTAR SHALL BE lYPE S. 5.4 ALL BLOCK CELLS AND CAVITIES BELOW GRADE SHALL BE FILLED WITH CONCRETE WHEN STEM WALL IS GREATER THAN 24" TALL ABOVE GRADE 5.5 FILL CELLS SHOULD BE LOCATED AS INDICATED ON FOUNDATION PLAN. 5.6 UNTELS SUPPUED BY APPROVED MANUFACTURER: 1) FECP/CAST-CRETE CORPORATION 2) POWER CONCRETE 3) ALLIED PRECAST 4)LOTT .... ,:.; ! ~ ~ 8l .... .... ~ ~ ;;, f ~ == j ~ iii J ~ ~ j ,.- ~ >- et:: o t- Z W > Z w ~ O~ O~ ~o. () SHEET NO. o - (Q NOTES: (1) IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. (2) FOR PROJECTS IN HILLSBOROUGH COUNlY, ALL FILLED CELLS MUST BE WITNESS BY A LICENSE INSPECTOR OR AN ENGINEER. 0.: ~ 8 W ~ o I V) ::) lJ'l o o N (0 SCALE: N.T.S. 52 (V') 0) LAST PLOT DATE 15 Mar. 22, 05 -.J - ~ \ i ~w~ ~ ~ \ ~ ~j;8 ".\ ~ I:a i r"~ ~~~~ ;;' ~ g~ ~ l:S a: j; ('oJ - ~ ~~ ~:~ ~~ ~~ ;: tg~ ~I ~~ ~ ~~~ ~ 01 ~Z@ !!!J ~~ ~~Ii; 01= f3~ :~3 ~~ ~~ ~'~ \"'h_ iJ.i \ ~~ ENGINEERING ~#5 REBAR AT TOP ./ _ MIN. (1) REQ'D ./ I 1-1/2" CLEAR f-~ SPECIFICATIONS C.M,U. (.) z I PRODUCT DESCRIPTION I ;i, ~ <( Co -.. Ll'l , Ll'l ..... ..J <( ~ ~ ~ o 8 z W J: v GROUT \ ~ _~#5 REBAR AT BOTTOM . ~ OF UNTEL CAVIlY o 0... BOTTOM REINFORCING J, 7-5/8" } PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH HIGH STRENGTH PRECAST CONCRETE UNTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. I MATERIALS I . PC 8" PRECAST UNTELS = 3500 PSI . PC 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI . PC 4" PRECAST UNTELS = 3000 PSI . GROUT PER ASTM C475 PG = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. N ~ ~~ ~ ~ ~~~~ Z x li-;;)-~ '" ~ Q)~cd Z , ~"'-J e u.l WOS" a:..J." ;::) c )( C2 ,g~ '" a. W I- Z iD ..... . CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGHT = 1900 PSI . REBAR PER ASTM A615 GRADE 60 . PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION . 7/32 INCH WIRE PER ASTM A510 . MORTAR PER ASTM C270 lYPE M OR S IGENERAL NOTES I 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2, SHORE FILLED LINTELS AS REQUIRED. 3, INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-UNTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL UNTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT UNTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVIlY. 7.7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE, (G) (F) o i'. lYPE DESIGNATION (F) -1 I 8. CAST-IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE UNTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNlY, FLORIDA NOS. 03-0605,05 AND 03-0605.04 11.THE EXTERIOR SURFACE OF UNTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVIlY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE VERTICAL LOAD . . . r F = FILLED WITH GROUT / U = UNfIllED RE=RECESSED & FILLED QUANTIlY OF #5 REBAR AT I BOTTOM OF LINTEL CAVIlY 8F16-1B/1T J J L QUANTIlY OF # 5 REBAR AT TOP ;r . . . i I, I \ .L ~, ~(~~ rlE ~lrl L-- - .; \J~ .J~ ~ ~ V r~ ~ LL~J ~ ~ { .... .... 00. [.I o . NOMINAL WIDTH NOMINAL HEIGHT APPLIED HORIZONTAL LOAD SAFE HORIZONTAL LOAD ,::.1,0 + ..,. .=J.' o LINTEL PLAN I SAFE LOAD TABLE NOTES I 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACllY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED eMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUTE CONCENTRATED LOADS FROM THE SAfE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT, . I . 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR UNTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL lYPE 8F32-1B SAFE GRAVIlY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF s o U 0"1 r...i o \.0 i'~ o 0"1 ::;: :.. Q) ..... L{) ,., "0"0 ('Ij '~ !:j .... .000~' .4J '" ~ ~ a::1 ;a ('Ij [j) c2 ~ t ij\ 5'00"1 ~ Q) Q) ~ ~ ..... 8 .......... ..... 0"1 0-, gJ ~ ~ ~~t'-."O ~~~~~~~~ U~U1U~~~1l: o ~\ JL-fl / / / / / / / / / / / / / (/ . LINTEL SCHEDULE r (. -) . <I ~ '-' '" t> . (, ~ (; ~ t> 1-1 '" . t::. O' t> == l1 '" . ~ ~- ~ ~ 1 ~ ~ ~ 8 ~ 5, ~~~~~~~~~Q~g, ::J a. >< ::E Z LL ::E Z ~ ~ ~ ~I ~lil ~ (5 ~ 8 (5 ~ gW 8 ~'. -l~&::jl--'Q~~~~U-l' ::{~I--'~~w~mo~~LL~~,i a::W~::J <( RO>-, <(> Oz r-Z~: 0..... Q' i 1 I i 01 01 \.0 i ~IO :J '~ Z V> i,...-t I' o .,,...-t,, ....... -0 i I N ~ > I~ LJ') > CO 1\0 I ....... I (V) O't .'" 0 ~ '(v) \.0 ~. 0 i " gc:.ciIM " ~ t! I (0 ex; ~ ~IE~ :> 1(0 .1- Z! a' ! 0, \.01 't::. . t> o 0 0 .t::. . t> '" o 0 wWw o::~u ~~~ ::)00 0'02 V)u.. 't::. . o 0 o 8F16-1B/1T 8F16-0B/1T 8RF14-0B/1T . o @) (0 ,0 . ~'< . __m_~ \ 1 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS l ~ -----~~f-- ~-- - - ---- II I v~ SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS ~AST-~R4IT4I SAFE LOAD ~ ~ PLF ____ lYPE REINF. LENGTH ~ 8U8 8F8 CMU* SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE GRAVIlY LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS II . (AST-(R4IT4I ~TYPE LENGTH ~ (AST-(R4IT4I --==---- lYPE LENGTH ~ SAFE LOAD - POUNDS PER LINEAR FOOT Bf8-lT 8F12-1T 8F16-lT 8F2D-lT Bf24-lT 8F28-lT Bf8-2T Bf12.2T 8F16-2T 8F2D-2T 8F24-2T 8F28-2T 1972 3173 4460 5747 7034 8321 1972 3173 4460 5747 7034 8321 1569 2524 3547 4569 5591 6613 1569 2524 3547 4569 5591 6613 1363 2192 3079 3966 4853 5740 1363 2192 3079 3966 4853 5740 1207 1940 2724 3508 4292 5077 1207 1940 2724 3508 4292 5077 1016 1632 2290 2949 3607 4265 1016 1632 2290 2949 3607 4265 909 1492 2093 2694 3295 3897 929 1492 2093 2694 3295 3897 835 (12 1340 1880 2419 2959 3498 835 1340 1880 2419 2959 3498 7Z7 (23 1021 1634 (12 2104;11 2571 10 3039 10 727 1166 1634 2102 2571 3039 591 680 113~15 147~1~ 181~15 2152 (16 591 851 1326 1705 2084 2463 530 552 914(15 118))5' 1458 15 1732 15 530 686 1183 1526 1865 2204 474 485 798(15 1034 (1S: 1272 15 1510 15 494 599 1028 1422 1738 2053 47019 441 723 (14 936 (14 1151 15 1366 (1S 470 543 928 1349 1649 1948 418(15 373 6Q6 (14 783 (14 962 14 1141 14 428 455 770 1145 1444 1718 38fT15 346 559 (14 723 (14 887 14 1052 14 410 420 709 1050 1434 (8 1694 (8 239 323 519 (13 671 (13 823 13 976 14 246 390 655 968 1324 (8 162 11 224 302 485 (13 626 (13 767 13 909 13 230 364 609 897 1224 (8 1562 14 187 255 404 (12 520 (12 637 12 754 12 192 303 500 732 993 8 1268 14 162 222 347(11 446(11 546 (12 646 12 166 261 424 616 831 8 1057 14 142 198 306{11 393(11 480(11 567 11 142 230 369 531 713 (7 903 13 137 192 295 (10 378(11 461 (10 545 11 137 221 354 508 681 (7 861 13 124 175 267 (10 341 (10 416 (10 491 10 124 200 316 450 600 (7 75612 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LOAD - POUNDS PER LINEAR FOOT Bf8-0B 8m-OB 8F16-DB 8F20-oB Bf24-OB 8F28-DB 882-0B 8U8 Bf8-1B Bf12-1B Bfl6-1B 8F2o-1B Bf24-1B 8F28-1B 8F32.1B 3069 4605 6113 7547 8974 10394 11809 2231 3069 4605 6113 7547 8974 10394 11809 3069 3719 5163 6607 8054 9502 10951 2231 3069 4605 6113 7547 8974 10394 11809 2561 2751 3820 4890 5961 7034 8107 1966 2693 4605 6113 7547 8974 10394 11809 1969 2110 2931 3753 4576 5400 6224 1599 2189 4375 6113 7547 (7 8672 10294 11809 1349 1438 1999 2560 3123 3686 4249 1217 1663 3090 5365 7547 (36 7342 (19 8733 (19 10127 (19 1105 1173 1631 2090 2549 3009 3470 1062 1451 2622 4360 7168 45 6036 (19 7181 {19 8328 (20 1238 2177 3480 3031 3707 4383 5061 908 1238 2177 3480 5381 8360 10394 (37 8825 (14 1011 1729 2632 2205 2698 3191 3685 743 1011 1729 2661 3898 5681 8467 (44 6472 (15 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 (37 6390 (47 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 (38 4754 (45 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 NR NR NR NR NR NR NR N.R. 412 710 1250 1733 2058 2320 2513 NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 V//////////J 882,1 T 8F32.2T 9608 9608 7636 7636 6627 6627 5861 5861 4924 4924 4498 4498 4038 4038 3508 (9 3508 2494 IS 2842 2007 15 2544 1749 15 2369 1582 151 2247 1321 14 1993 1218 14 1954 (7 1129 14 187 11 1052 13 1801 14 872 12 1470 14 746 12 1225 14 654 11 1046 13 629 11 997 13 566 10 875 13 o . 1293 1642 2135 2'-10" (34") PRECAST 3'-6" (42") PRECAST 4'-0" (48") PRECAST 4'-6" (54") PRECAST 2'-10" (34") PRECAST 2'-10" (34") PRECAST (- IS L ~ t~r . . 1025 1024 1830 3'-6" (42") PRECAST 3'-6" (42") PRECAST ~^ 4'-0" (48") PRECAST 765 763 1365 4'-0" (48") PRECAST 4'-6" (54") PRECAST 4'-6" (54") PRECAST 592 591 1057 (64") PRECAST 5'-4" (64") PRECAST 5'-10" (70") PRECAST 6'-6" (78") PRECAST 411 411 734 5'-4" 5'-4" (64") PRECAST . . 5'-10" (70") PRECAST 340 339 607 5'-10" (70") PRECAST 6'-6" (78") PRECAST 6'-6" (78") PRECAST 507 721 483 o . 424 534 357 7'-6" (90") PRECAST 7'-6" (90") PRECAST 9'-4" (112") PRECAST 7'-6" (90") PRECAST 10 (112") PRECAST 9'-4" 9'-4" (112") PRECAST 326 512 227 554 10'-6" (126") PRECAST 10'-6" (126") PRECAST 10'-6" (126") PRECAST 284 401 178 475 11'-4" (136") PRECAST 11'-4" (136") PRECAST 260 452 152 11'-4" (136") PRECAST 362 . v 244 402 135 12'-0" (144") PRECAST 12'-0" (144") PRECAST 12'-0" (144") PRECAST 337 . I 217 324 109 13'-4" (160") PRECAST 13'-4" (160") PRECAST 13'-4" (160") PRECAST 296 . . C") (J) o o I N LO I f'.- ~ ~ LO ~ 205 293 14'-0" (168") PRECAST 14'-0" (168") PRECAST 14'-8" (176") PRESTRESSED 15'-4" (184") PRESTRESSED 17'-4" (208") PRESTRESSCD 98 14'-0" (168") PRECAST 279 Vl C o .v) .:;; Q) 0:: 14'-8" (176") PRESTRESSED 14'-8" (176") PRESTRESSED N.R. 284 89 N.R. 15'-4" (184") PRESTRESSED 15'-4" (184") PRESTRESSED N.R. 259 82 . . ~ Q) (j)> . 17'-4" (208") PRESTRESSED 17'-4" (208") PRESTRESSED N.R. 194 63 N.R. i ! 19'-4" (232") PRESTRESSED 19'-4" (232") PRESTRESSED 19'-4" (232") PRESTRESSED . N.R. 148 51 N.R. - - .- 21'-4" (256") PRESTRESSED 22'-0" (264") PRESTRESSED 21'-4" (256") PRESTRESSED 21'-4" (256") PRESTRESSED N.R. 125 42 I ~ Q) .- > +-' (j) Q) '- () N.R. I >- I- Zz o::(w . Z (J) .I.......ZZ ~fi38~ ~~z~ Q)8~o ""7 c:r: <( ~ 0.. 0.. t+-~~~ ..,.. w W I- ..,.. co ::c W ~6~~ Ij1 Z ::> 0 g. o:r: ~~~~ fa~ffi~ , o..ZIL 1 U"lZ ......0::( ::c~ I- 22'-0" (264") PRESTRESSCD 22'-0" (264") PRESTRESSCD N.R. 116 39 N.R. l.{') o 0..- ~~ ~ E o .~ -c If) c: <( 24'-0" (288") PRESTRESSED 24'-0" (288") PRESTRESSED N.R. 91 24'-0" (288") PRESTRESSED 33 N.R. ~ ~~ * SEE NOTE 18 ,--------------~-------~ i . i I I i i i i I r.. . I · i I I I i i i I . ..1 o ~0 ~. .. SAFE LATERAL LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-UNTELS ~AST-~R.T4I SAFE LOAD ~ 'I PLF ------ lYPE 8RU6 8RF6 REINF. LENGTH ~ CMU* SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS SAFE GRAVITY LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-UNTELS .... ;..< ! ~ ~ l':i ;..< .... ~ ~ ...... '" ob ~ I ~ ~ -c ~ i:2 f i ~ ~ ,- :':i o (AST-(R4IT4I ______ lYPE LENGTH ~ (AST-(R4IT4I ______ lYPE LENGTH ~ SAFE LOAD - POUNDS PER LINEAR FOOT 8Rf6.lT 8Rfl(}lT 8RFI4-lT 8RFI8-1T 8RF22-lT 8RF26-lT 8Rf6.2T 8RF1(}2T 8RFI4-2T 8RFI8-2T 8RF22.2T 8RF26-2T 905 1748 2635 3522 4409 5296 905 1748 2635 3522 4409 5296 867 1675 2525 3374 4224 5074 867 1675 2525 3374 4224 5074 675 1301 1960 2618 3277 3935 675 1301 1960 2618 3277 3935 655 1262 1900 2538 3176 3815 655 1262 1900 2538 3176 3815 570 1012 1651 2204 2758 3312 570 1097 1651 2204 2758 3312 506 797 1462 (8 1952 (7 2442 (6 2931 [6 506 967 1462 1952 2442 2931 395 491 931(l2 1301(15 1641)(15 1980(15 395 589 1135 1514 1893 2272 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR, SEE NOTE NO.4 SAFE LOAD - POUNDS PER LINEAR FOOT 8RF6-DB 8RFlD-DB 8RFl4-0B 8RFl8-0B 8RF22-0B 8RF26-DB 8RU6 8Rf6.1B 8RFIo-1B 8RFI4-1B 8RFI8-1B 8RF22.1B 8RF26-1B 1635 1749 3355 3280 4349 5421 6493 1891 3699 5206 6639 8060 9479 1596 3063 2992 3968 4946 5924 1494 1756 3699 5206 6639 8060 9479 920 1770 1716 2277 2839 3402 866 1167 2481 4567 6389 8060 134 7917(19 859 1653 1600 212 2649 3174 810 1113 2342 4242 6639 10 8060 (39 7402 (19 901 1825 3120 5041 7747 9448 901 1825 3120 5048 7915 9479 755 1490 2459 3776 5743 7239 755 1490 2459 3776 5743 8998 (19 466 999 1568 2253 3129 4091 526 999 1568 2253 3129 4150 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO, 4 >- Cl:: o t- Z W > Z 8RF3D-lT 8RF3D-2T 6183 6183 5924 5924 4594 4594 4453 4453 3865 3865 3257 3421 2322 16 2652 8RF3O-DB 8RF3D-1B 7567 10893 6904 10893 3966 9311 (19 3700 8706 (19 7360 10893 (32 5623 10893 (48 3146 5891 (47 w ::E O~ 02 ~~ () SHEET NO. o - CO 758 757 1365 4'-4" (52") PRECAST 4'-6" (54") PRECAST 5'-8" (68") PRECAST 5'-10" (70") PRECAST 4'-4" (52") PRECAST 4'-4" (52") PRECAST o 694 693 1249 4'-6" (54") PRECAST 4'-6" (54") PRECAST I I 5'-8" (68") PRECAST 5'-8" 408 407 734 (68") PRECAST 0.: c:r: S2Ai lJ) ~ @ 5'-10" (70") PRECAST 5'-10" (70") PRECAST 382 381 687 595 788 510 6'-8" (80") PRECAST 6'-8" (80") PRECAST 7'-6" (90") PRECAST 9'-8" (116") PRECAST 6'-8" (80") PRECAST 797 7'-6" (90") PRECAST 509 674 393 7'-6" (90") PRECAST 669 (V) (j) LAST PLOT DATE (5 Mar. 22, 05 .,.j 9'-8" (116") PRECAST 9'-8" (116") PRECAST 370 490 227 411 * SEE NOTE 18 - 2X4 SPF BLOCKING @ PANEL EDGES - NAIL SHEATHING @ 4" O.e. STAGGERED w/ 8d ~><: "" 2x4 SPF CROSS BRACE @ 48" O.C, - NAIL w/3- 10d AT EACH END & AT CROSSING AT 45 ANGt~ CONTINUOUS 2X4 SPF SPANNING (4) TRUSS BAYS (8 FT) NAILED TO 2x4 BLOCKING @ 4" O.e. w/12d & 2-12d TO CHORD 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX, 1 " I I DROP GABLE END TRUSS FOR O.H, GREATER THAN 12" ""- TRUSSES I I I I 1 I I 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED W/ 8d COOLER NAILS OR 11/4" LONG DRYWALL SCREWS COMPLYING W/ASTM C1002 FOR FIRST 8'-0" FROM END WALL @ 4" O.C. (lYP) 4 GABLE END BRACING w/o VOLUME CEIUNG SCALE: 3/4" = 1'-0" A \...54/ w/ ./ I 4 BAYS r-- 2X4 LOOKOUT RAFTERS @ 24" O.e. W/ usp rtI6 \ X' Y 00 //4 c V- STRUCT. SHEATHING 7/16" MIN, THK. - c NAIL w/8d COM. @ 3" O.C, EDGES & 6" O.e. FIELD V 2X6 BRACE NAILED TO SIDE OF GABLE ~ l;- TRUSS CHORDS c 4'-0" IN LENGTH OR GREATER lOd @ 4" O.e. ~ I~ c ~-GABLE TRUSS I . NAIL TOP OF 'T' c TO GABLE TRUSS V:W/2-12d & (1) c usp rt8A w/ ~ 10-IOd X 11/2" ~ '-- : NAIL GABLE TRUSS I "" . 'l' . . TO PLATE w/l6d @ I \..'>1. 4" O.e. I I I <:PT ~ PLATE ~ ____1/2" x 8" A.B. ~ @ 48" O.e. MIN. ~ LINTEL COURSE = MASONRY WALL REV, 3/04/04 TH .- (1' ~ ( ElEV III ONLY) GABLE TRUSS / "L" BRACE W/IOd @ 4" O.c. ~ ~ (SEE SCHEDULE ON S3 FOR SIZE ~ AND LOCATION) ""~ ~ I l \ \ I I I "- CONT. ~EARING I I fS\ ~;/ ~ '~ I f6\ ~ '~ ~~ 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 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. r;;'\ \;::.J ( ELEV III ONLY) GABLE TRUSS 12 "L" BRACE W/ lOd @ 4" O/C (SEE SCHEDULE ON S3 FOR SIZE AND LOCATION) ~ <;> V~ ~ ..... ,:.; I ~ \;l ti ..... ..... I ~ ~ ;;, I j ~ ~ ~. f ~ J ./ :::i n fI r I \H - ~DBLTOPPLA~E CONT. BEARING ....... I'-~ ~ ~"'~ I ~ 16\ 'V ~~ r GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ~~ ~ r ~ I,' ., . . H H STUDS @ 16" O.e. usp spt24 @ EACH STUD usp mtw12 SCALE: N.T's, r;'\ ~ 2X4 SPF BLOCKING @ PANEL EDGES - NAIL SHEATHING @ 4" O.c. STAGGERED w/ 8d ~ ~P GABLE END TRUSS & LOOKOUT ~ERS FOR O.H. GREATER THAN 12" ~ J I I I I I IX I I I I I / ') =3 " ~1 / ~~'~ ~uss _1/ //// / ~ J', U59 rt16@ .../ ~ c I ~ LOOKOUT RAFTERS IF APPUCABLE 2X6 BRACE NAILED c " TO SIDE OF GABLE STRUCT. SHEATHING " '\. TRUSS CHORDS _____ c 7/16" MIN. THK. - /' 4'-0" IN LENGTH ---- ~ c I ~ NAIL w/8d COM. @ " OR GREATER V 3" O.e. EDGES & 6" -< '\ Yf( :v~~';I::c. ) ~.~" ':V-GABlETRUSS 1/ TRUSS~~, "NAIL TOP OF'" '\. """ TO GABLE TRUSS EO~ TINUeUS 2X4 SPF I' c VW/2_12d & (1) ~ANNING (4) TRUSS "" ~ usp mtw12 w/ BA (8 FT) NAILED TO \ Cc 14-10d X 11/2" 4 BLOCKING @ 4" O.C, " " w/12d & 2j1r2d TO CHORD " NAIL TRUSS BOTTOM I jL CHORD TO 2X4 DEAD- I J J, I ~f WOOD w/16d@4"0.C. ,I It 1 1 1 I I I 1 "V~ / d w SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS G.C. TO PROV1D[: BLOCKING TO COMPLY W/ APA RECOMENDAnONS FOR SPAN RAnNG OF 7/16- OS8. ~ -^ ./ ~ \V' " ........ crx ~~ 2x4 SPF CROSS-BRACE @ 48" O.C. - NAIL w/3- lOd AT EACH END & AT CROSSING AT 45 AN~ " --~ " --- I'\. -I'.. ----V / --~ -[;t! ~ ~I< [)I< ........ ~~ ......;::;.. a z w a.. ::r: t>K ~~ ~~ 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX. 1/2" MIN. DW CEILING NAILED w/5d COOLER NAILS @ 7" O.e. /~- usp Ista30 w/ 14-10d @48" O,e. NAIL DEADWOOD TO TOP PLATE w/l6d @ 4" O,C. 4 4 BAYS .. .... ______ FRAME WALL 2x4 @ 16" O.C. (lYPICAL) GABLE END BRACING w/o VOLUME CEIUNG - (2' ~-3 ./ -- REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN SCALE: 3/4" = 1'-0" REV, 3/04/04 T.H. SCALE: N.T.S. TRUSS NOTES: 45^ 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 A VOID 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 LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0. O.e. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CElllNG ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE lYP. TRUSS BLOCKING DETAILS " V~ I"\. MINIMUM 2"x4" I "'- CROSS BRACING (SEE PLAN FOR LOCATIONS) (3) 12d ~~ERJOINT ~] \ ~] ~ ~CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. CROSS BRACING DETAIL (lYP) CONY. FRAMED RIDGE MAY BE NAILED w/ MIN. (4) 12d WHEN IT LANDS NEXT TO PRE-ENG, TRUSS d w ---- -S~~ .1 ~(: ---- -~ o 1 ~ b I ----~-~ ~ cr ~ ---- -.-- o I ~ ---- -.-- o 1 ~ ---- -r- OX' { ~~ T--- REV. 7/19/03 t7'\ \:-3 ~' - lYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.e. EACH DIRECTION lYP. U.N.O. ~ 2x8 BLKlNG. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) MTS12'S /1..- 2X4 BLOCKING I\TWEEN EA ~U~ L I \ .-L: ! I \ ~ ' 2X4 DIAGONAL AT 8'-0" O.e. MAX & EACH END ALTERNATE I DIRECTION lYP. ---... .7 "\. I ^ SCALE: N.T.S. ~~\) / /' "-~"~l!L ~0B-""""'~ ~ ~~ -'k PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING \ -, AT LEAST ONE TRUSS \ SPACE 6" OVERLAP II TB -~ DS"""";;;:;;-- S~ I ~MINIMUM (2) 16d PER JOINT 'T ""'~ PRE-ENG. TRUSS l1NIMUM 2"x4" SPF OR SYP TRUSS BRACING CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS lYP. * SPACED AT 15'-0" MAX r- " '" I> '1"" ~ ~ ~ 17 / 2X4 CONT. AT .J ~. T&BCHORD W CONe. MASONRY STEEL OR WOOD BEARING SUPPORT DIAGONAL AT 8'-0" MAX ... --'-- I'--... ~WOOD ...", TRUSS TRUSS BRACING OVERLAP DETAIL (lYP) ~ 5 , S-3 \ I I ^ :JI" i-- 1 I .L I .... A SCALE: N.T,S. x If LWOOD TRUSS I SEE r- ~ PLAN I ./~. -PROVIDE 2X4 MIN. BLOCKING AT <i OF HIP/RIDGE, lYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT ROOF SHEATHING lYP. WOOD TRUSS BLOCKING DETAIL (lYP) A-A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 2X4 BLOCKING BETWEEN TRUSSES TRUSS SCALE: N.T.S. SCALE: N.T.S. A SECT. A-A A . G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) . JACK TRUSSES HIP G.T (2) 12D NAILS - AT 12" O,C. MAX HIP/RIDGE BLOCKING DETAIL REV. 7/18/03 - (2b\ \:-3 J -- 3/4"= 1'.0" - ..... .... d w - (3\ 'S-3 I VERTICAL SCAB 2 x 6 #2 SPF 48" O,C. W/ (4) lOd TOP & BOTTOM OR H5 OR HCLR/lL IN PLACE OF (4) lad COLLAR TIE ./ - EVERY 3rd RAFTER _~I~ ~.;; ~) ~.~ --~ o z . ('oleo ~ ~~ ffi ~~~~~ w ~ CD", Z X ci-;;;'''''''1O " ~ co~crl ~ d~~ew 0.:3." ~ j~ " a.. W I- Z ~ in l5 ;~~ : ~i~ VI ~ I ~I~ ~ .1 ~21 ...~ w ~~2 ~~ j: . ~-w 00 ~~ ~~j: ~~ ~ ~~~ ~~ ~~ ~~~ !ifil oi z8 ~!!l ~~ ~~~ ~i: f3~ :~3 ~~ ~l5 . . . 110 i L4 0- ~ i ~~ C) C) N ~~ IN 0: c::( ~ 17,\ ~~ V ~LL s o .-'~ u C i O\.~ ~r ~ .9 ~ ~ ] ..._<r:]--g ~oooc V C (f)O ~~~~Cf) ~"' I-<~ ~'tia;".eoO\ rl ~'2:/~ 2:/l:".t--.r.b~ .... '~ ~:s ~~~~8 ~ " ~ ~ (f) t-.. ~ t!.," ~ ' 0 " ~ ~ ~ .~ ~ ~,~ ~ ~ ~ I- UN(f)UP.dI..~:tI: UJUJUJ o:::(9u <1:~~ ::)00 5S~z L- -'f-'k ~ 'BEVEL CUTS / (OPTIONAL) / "'l; ~ r 2x4 SPF 2 (2) #7'1. 3- 1/2" WOOD SCREW EACH TRUSS OR H5 @ 48" O,e. / / * 2x8 #2 SPF RIDGE BEAM -'f-* 2x6 RAFTERS @ 2'-0"0.C. MAX. w/ (3) lOd COMMON TOENAILS TO RIDE BEAM REV. 8/03/04 - (9' ~ CV) 0) o o I C\I lC) I I'- ~ ~ lC) ~ I I I I I X I I I I I / LSTA18 - STRAP -./ / BLKG. @ 1st TRUSS / / // !// ~"" ~ /~ " ~ NOTCH BLOCK @ PLATE TOENAIL w/ 3-16d ~ ** ALTERN ATE SPAN RATED 32/16 PLYWOOD MAY BE USED 20'-0" MAX 20'-0" MAX "X- BRACE: _~ CONnNUOUS f OTTOM CHORD DETAIL 2/S,5 \ r'BRACING 2 X 4 MIN. SEE DETAIL 3/S-3 r\ V f)K / E<' b( NOTE: L 1) SEE TRUSS MANUFACnJRER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDmONAL PERMANENT BRACING GABLE END BRACING @ mAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR 2) -T- BRACING MAYBE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF mE WEB. >- a:: o ~ z w > z - V') _~ Q Z ~- 5 ~ 9 ~ ~ 8 a: 8 ~~~~~~ffi~a:~~~." ::)O'g~zu..~zo<(::) O'V')",,~~oo~o--wo V')w.......... w =1: u~ ~~~::jf-'9~f-'~~~~ ~~~~~~~~~~~ o .... a: p II ~ (]) (j)> - - .- I ~ Q) .- > ....., (j) Q) s- O i I o o \D ~o 5. ~~ .---1 ('.. · 7 ('.. U1~O)N Jo-.;.4>' as 0 '{l \DO) ~Q)(V)\D L.;.IL.(V)('.. f; <( 0 iI I - 0.. .!: (V) ~~~ro~ <1-( Q) ~ ~ $ ro .J- Z o o \D ~ ~ ~ V) c o '0) 'S; OJ 0::: L.() o o N - - ro $ E Q) +-I Vl L.. (]J > o -a c <( w ~ O~ O~ ~o.. () SHEET NO. ~ s~ ~ Mtl~:T {f,O@!iOATE i -l : >-1- ~z z~ w.......zz Uooo wUtfi ~~z~ 9~~~ Za.:;::.a. ~:;::.~ J--ww~ :I:ca~w ~51-~ a:=Z5I >- ?:c I (/) a.~~:J O~~~ u:)wo:: a.zLL (J)z .......<( I~ I- 0.: ~ 8 w ~ o J: (J) ::> U") 8 N (Q) lRUSS DESIGN NOTE: lRUSS 0 END OF CROSS BRACE TO BE DESIG ED FOR ADD'L 70 PLF UP & DOWN TOP CHORD DROP GABLE END lRUSS & LOOK RAFTERS FOR O.H. GREATER mAN 1 FOR 12- AND UNDER - SPACE OUTLOO BLOCKS AT 24- O.C. SEE SlRUCruRAL NOTES A NAILING SCHEDULE FO SHEA llilNG DETAILS . NOTE: SEE PLAN DETAILS FOR CONNECTIONS mAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES 2X4 SPF BLOCKING PANEL EDGES W/ (2) 1 D NAILS EA. END TO lRU~ -NAIL SHEATHING <<) 4- O.S"" STAGGERED w/ 8D '" 2X4 SPF CROSS BRACE <<) 48- O.C. - NAIL 10D AT EACH END & A CROSSING AT 415 AN LE LSTA18 - SlRA? ;( BLKG. 0 1ST lRUS 2X6 BRAC~ AJ,k D TO SIDE /oF GABLE lRUSS WEBS" ___ o SIMPSON MTS12 0 -lOOKOUT RAFTERS IF APPLICABLE SlRUCT. SHEATHING 7/16- MIN. mK. - -NAIL W/8D COM. 0 3- O.C. EDGES & 6- O.C. FIELD 100 0 4- D.C. o o o ABLE lRUSS o NAIL TOP OF -T- TO GABLE lRUSS /2-12D & (1) SIMPSON H8 WI 10-100 x 1 1/2- 100 0 8- O.C. STAGGERE · EACH MEMBER (TYP o 2X4 SPF BLOCKING BETWEEN lRUSSE o 48- O.C. MAX. CRIPPLE SruDS 0 16- O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE W/ SP1 AND SP2 TOP AND BOTTOM EACH SruD (2) 2X12 NO.2 SY? HEADER W/7/16- OSS SPACER UNLESS NOTED OTHER'MSE ON PLAN BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT II) ~ w 1 lJ.I ow~ ~ 0: !a~ ~ cJ ~i~ VI z lj~ ~ . ~~ ~~~ 2 . ~ Cl Z ~~~ ~~ ~ 0::: ~~ I ~ ~~~ ~ ~. w ~ ~~~ i""J4 W ~-w 00 p.~ z ~~5'-n-~ I Cl ~~ ~~ "'-~ P'1 Z CO..-In ~~~ ~B ~t) ~ w .5~ew ~ Z r Z o .. I::z!it) I ;is a:..Jv'. o iila ~ c )( ~(~ l!a ~ ~tf ~~ I:: f;3!a Cl 0- W ffio!a ~ f- :~:S ~~ ~\5 z . . . CRIPPLE SruDS 0 16- O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE W/ SP1 AND SP2 TOP AND BOTTOM EACH SruD (2) 2X12 NO,2 SY? HEADER W/7/16- OSS SPACER UNLESS NOTED OTHER'MSE ON PLANS BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT (2) FULL-LENGlli SruDS AT EACH SIDE OF OPENING UNLESS NOTED OlliERWlSE ON PLANS (2) FULL-LENGn-l SruDS AT EACH SIDE OF OPENING lRlMMER SruDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0- 'MDE (2) REQ. EACH SIDE OPENINGS 6'-0- TO 12'-0- WIDE g u 0\ I~ o ~ l!2 :. (/) ..... I.() (t') i~ ]~ ~o~!~ f,f'j 0 ~~C'll~(t') I-< ~ z..' f 0;' I.~O\ ~~ ~b\~i(/)~ ro ro ~ ~ g; 1.$3 0 ~U)~'~~1'8 ~~~ C'l~I~~ OJ ~'S 'lJ ~ n I ~ OC'lf,f'juo.;~i '**' I i lRlMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0- WIDE (2) REQ. EACH SIDE OPENINGS 6'-0- TO 12'-0- WIDE 100 0 8- O.C. STAGGERED EACH MEMBER (TYP FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SY? SIMPSON A34 EACH END, TYP. - DBL. 2X4 SILLS FOR 'MNDOWS CRIPPLE SruDS 0 16- O.C. W/ SP1 AND SP2 EACH STUD rJl rJl Q Z @ ~'g ~ ~~ ~ ~ 8 ~ S ~~~ffiS:~ffifta:~l-g :JO><::E:zu..::E:ZO<(~a.. ~liJ~o~OD~Ql!J8a.. :j~~::j~9~~~~~~ <(I-' ~w~~wwfl: <( Q~w~:J~~~~5~ ~""e; Oz ~ Za: .... u.. Q FRAMING AROUND OPENINGS SHALL BE NO,2 OR BETTER SY? NAIL GABLE lRUSS TO PLATE W/16D 0 4- O.C. r SEE PLAN FOR ADDIl10NAL SECTIONS REQUIRED 1/2- MIN. DW CEILING NAILED W!5D COOLE NAILS 0 7- O.C. 4 BAYS 1/2- X 8- A.B. o 48- O.C. MIN. LI NTEL -COURSE GABLE END BRAONG W/O VOLUME CEIliNG SCALE: N.T.S. @ TYP. FRAMING @ EXTERIOR DOOR OPENING SCALE: N.T.S. ..... ,:.l ~ &. .... ~ 12 ~ ..... ..... ~ ~ ..... '" >I> ~ ,,- ~ j ~ I ~ j ,,- ::i (2) 100 TOENAILS OR (2) i 6D ENDNAILS EA. STUD (2) 10D TOENAILS OR (2) 16D ENDNAILS EA. SruD NOTE: SEE PLAN DETAILS FOR CONNECTIONS mAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES www o:::t.:)u ~~~ :::>00 5Sf2z TYP. FRAMING @ WINDOW OPENING SCALE: N.T.S. o o \.0 (]) ~cb ::l "t V>~f' · 1t-i f' t-i -0 .. N v>>C1'U) asCO. '-O(J) (])cn\.O s....cnf' o I . o..cifM "':E~(U~ <( en 0- . J-(])E,-i S (U .I-i- Z o o \.0 H M Vl C 0) 0 '0:; 0 'S ~ 0 ~ ~ I en C\I - - .- L() I >- zl- I ~ <(z ztx f'-. <D Ln wHZZ .- 0 u@8~ ~ > 0 ~uz~ -- o~~~ ......., N -- ~ en OJ $ zo.~Q. L() <D 1- ~ ~ L- eu ..... w w ~ ~ ::r: [J) I w ~ () > 19b~~ 0 C2ze5~ -c V) >-~~V) c: 0. ~ ::) >- o~ ~ <( U ct:O w wCZ:: zu. 0::: ~ V)Z 0;2 H<( I~ I- 0 OZ ~ ~a. l- t) SHEET NO. a: ct: 0 8 Z - 54 CO w ~ W 0 :::c CV) V) > ::) Q') ~ST PLOJ DATE In 0 0 N Z (5 or. 22, 5 @ - ...J A: ) 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR 0.4H, WHICHEVER IS SMAlLER, BUT NOT LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 FT ( 1 M). COMPONENT &. CLADDING DESIGN PRESSURE (123 MPH, 3 SEe GUST, 2,1/12 PITCH, EXPOSURE B, HEIGHT = o TO 30 FEET, IMPORTANCE FACTOR = 1 ) (PSF) TRIBUTARY AREA (FT 1 ROOF WALL 10 20 50 100 125 (GCPI = +/- .18) ZONE 1 ZONE 2 &. 3 14.9 -23,7 14.9 -50,1 13.6 -23.0 13.6 -45.4 11,9 -22.2 11,9 -39.3 10.5 -21.5 10.5 -34.7 10.5 -21.5 10.5 -34,7 (GCPI = +/- ,18) ZONE '1 ZONE 5 25,9 -28,1 25,9 -34,7 24.7 -26.9 24.7 -32.4 23.2 -25.4 23.2 -29.3 22,0 -24.2 22,0 -26.9 21.7 -23,6 21.7 -26.2 NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOlATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT COEFFICIENTS IN TABLE 1606.2D OF THE FLORIDA BUILDING CODE 2001. 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES. I + I ~ I j r X tI. >< ,,1 V . ~ I-- - j r j r I I + + I I I I I I ... ~ I I tx' ~~D' SPACER BLOCKS r CORNER "T" 0'\ TYP. "T" AND CORNER DETAIL \::.,) -.......:: . ~ /" SCALE: N.T.S. TO? SPUCE DOUBLE 100 '18_ tltl1>: i"': . ~. ~"~ V \ NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL "/,, @ TOP PlATE SPUCE DETAIL S-6 .... ,:.; { .... ~ f1j ~ .... .... ~ ~ M- oil i 'i :: j t ~ 1 ~ ~ j ,.- ::l 100 @ 8" O/C \_BOTTOM SPLICE OVER STUD ...../ SCALE: N.T.S, 2"X TOP PLATE 2"X P.T. PLATE I L ~ 1 . i~1 ./ ~l \ L 1/4" MIN. SPACE L USP TRl W/3-8D COMMON NAlLS @ EA TRUSS OR BLOCKING ---J / - (NOTE: (2) 160 TOE NAILS ---J / - CAN BE USED IN llEU OF STC STRAP) '--2"X S11JD @ 24" O.C. MAX. ~b I -.!.. I ~ r\. TYP. INTERIOR NON-BRG. \::.,) \ @ j, Q PT PlAn $-6 REV. 9/03 8 SCALE: N.T.S. 2"X4" P.T. PLATE 32" @ I @ kW \ 1/2" X 8" ANCHOR BOLT W/ 2" x 1/8" RAT WASHER (TYP) ~ 32" j, SCALE: N.T.S. MARBLE STOOL 1 X 2 P.T FURRING R- 3 FOIL INSUL ON EXT BLOCK WALLS 1 X 4 P,T. BASE NAILER WOOD BASE 4" CONC SLAB 6 X 6 10/10 W,W.M. 6 MIL VISQUEEN SIMPSON STRONG TIE CONNECTOR UPllFT CAPACITY LATERAL CAPACITY 335 335 335 335 150 115 400 NP 575 NP NP NP META12 META16 MET A20 HETA20 H2.5 1040 1205 1205 1515 415 H5 465 H7 985 HTT16 4175 MAS 1005 H02A * 2775 HD5A * 3705 HD6A * 4405 LUS26 1165/1125 ** NP HUS26 1550 I 3325 ** NP HUS28 2000/ 3585 ** NP MTS12 1000 MTS16 1000 MTS20 1000 HID 990 NP NP NP 585 UPllFT CONNECTION CROSS-REfERENCE FASTENERS CONNECTOR 7 - 100 X 1 1/2" 12 - 100 X 11/2" 14 - 100 X 11/2" 16 - 100 X 1 1/2" 10 . 8D X 1 1/2" 8 - 8D X 1 1/2" 14 - 80 X 11/2" 18 - 160 X 3 1/2" 6 - 100 X 1 1/2" (3) 5/8" DIA BOLTS (3) 3/4" DIA BOLTS (3) 7/8" DIA BOLTS TA14 TA18 TA18 HTA20 HCDP HCOP HD2X HTT16 FA3 TD2 TD5 TDX6 8 - 100 X 3" THD26 20 - 16D X 3 1/2" THD26 30 - 16D X 3 1/2" THD28 14 - 10D X 11/2" 14 - 100 X 1 112" 14 - 100 X 11/2" 16-8DXl 1/2" M1W12 MlW16 M1W20 RT16 * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRNE NAlLS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE Of THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. NP - NOT PUBUSHED 12 PRE ENGINEERED WD TRUSSES @ 24" O.C. INSULATION BAFFLE BATT OR BLOWN INSULATION MIN. R-19 TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHINGLE ROOFING FELT APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 80 COMMON WIRE NAILS @ 4" OIC SEE fNO. PLAN FOR FOOTING SIZE AND REINF. ~ TYP, WALL SECTION f 7 , CONCRETE BLOCK \::.,) REV. 9/03 TH 8 SCALE: 1/2" = 1'-0" 12" , ).' . USP LUMBER CONNECTORS UPllFT CAPACITY 1030 1520 1520 2005 495 495 1415 4290 1155 3435 4180 5235 LATERAL CAPACITY 245 245 245 590 255 255 NP NP 840 NP NP NP --~ ~'[J~ ~~~ ~ ~'i"'fY -- cJ z FASTENERS 7 - 100 X 11/2" 11 - 10D X 1 1/2" 11 - 100 X 1 1/2" 17 - 100 X 1 1/2" 8 - 8D X 1 1/2" 8 - 8D X 1 1/2" 10 - 100 (1) 5/8" DIA BOLT &.18-16D 6 - laD x 1 1/2" 3 - 5/8" DIA BOLTS 3 - 3/4" DIA BOLTS 3 - 7/8" DIA BOLTS t'lco ~ ~~ ~ m~~~~ z x -;;)~~ ~ gC;:...-n . Z ao...-lD . ~~eu.i W05" -l a:..J,," r2 j~ ~ 0- W ~ Z 1~ +--- -V~6 ' I ~t~ -/j; (f ~ u.., ir - .,.. -,.r: IV). ~ .. <t: A_ a. V r"- ~~J ~ ~ ~ 18-100/ 12-10D X 1 1/2" 18-16DX3 1/2" 12-100 X 11/2" 28-16DX3 1/2" 16-100 X 1 1/2" (14) 100 X 11/2" (14) 10D X 11/2" (14) 100 X 11/2" IG-l0DX11/2" NOTE: CONNECTOR CAPAOTIES ARE FOR SYP. PLEASE REFER TO MANUFACTURERS FOR ADDITIONAL INFORMATION. UJUJUJ ~l9U ~~~ =>00 5S~z 1533/2553** NP PROVIDE BLOCKING AT BEARING TYP. SEE 9/S- 3 TRUSSjJOIST /REfTER ('I) 0) o o I C\I L() I f'-. ~ ~ L() ~ 1825/3040** NP 4 SEE PLAN ~ FOR CONNECTOR _______ 2 - 2"X4" TOP PLATE ~ CONST. GRADE SPF SPUCE MIN. OF 24" APART SIMPSON SP 2 W/G-I0D TO S11JO &. TO TOP PLATE 2"X4" SPF SllJDS @ 16" O.e. W/SIMPSON SP 1& 2 EACH STUD SIMPSON SP 1 W/6-100 TO STUD & 4-100 TO BASE PLATE Y 1/2"X12" A307 A.B. OR 5/8" SIMPSON TlTEN HO THREADED ANCHOR WITH 81/2" MIN. EMBEDMENT W/2" WASHER 32" O,C. MIN, 6" FROM END '" WI #3 PT SYP BASE PLATE 31/2"J >- 0::: o r- z w > z ~ INTERIOR BEARING f 14A.l , W/UPllFT @ 3,5" STEP-DOWM \::.,) REV. 3-3-04 AS SCALE: N.T,S. UPUFT VALUES. (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW) 1 (EACH CONNECTOR) EACH S11JD - 535 LBS. PER S11JO 2330/3965** NP 1030 1030 1030 1030 95 95 95 645 8 .......... .~ .H"~ -;::::.~ 4" 16" 4" - GO ~ !! ! ~ F ~ oLU~ Q. ~F8 ~ Ii ~:~ t-!i ~~ i ! O!~ ~ ~ ~ ~ ~; N . ~ i9 ~8~ ~! ~ ~ ~ ....~LU 00 ~~ -.:;J'4 \ ~~F ~~ !lS ~. ~~~ ~fa () ~ ~~z ~~ I ~, oo~ in o~ ; ~~fa I!!! ~ I:::!!t~ o~ fa!!! f50 !(.lLU zF :~:S F~ ~~ . . . El ,0 i(,,( r.J\ : U o~ ~ I'~ ......11)'~ I~ "'d "'d ~ , ~ .a r'i ' O~i....' (f) 0 t:t: ~ ("-l! ~ ('I') "" C!::: ",," 't 0'\' t;OO'\ OJ OJ OJ t.... .... I...... ('I') ~ ~ ....., rJl~ r'i 1::; r'i g; 0'\, OJ 0 ~ (j) t.... ~ ~ ~i ~ 8 OJ ~.~ OJ ~ ~i ~ ~ o ("-l (f) d p,., ~! ~ 1t: i i In In ~ Z ~... 5 ~ ... 5 ~ 8 [X; g ~~"Ctn~~tn~ of2iJ ~=>:::EiEa:~ffia:[X;zs;: :J O'><:::E z u.. ~ Z O':(:J ~ SS~~O~~Q~Qw8~ ~~~:J~9~~~~~:J ~~~~~~~~g~~ o ::s u.. 0 UJ ~ O~ O~ ~o.. U SHEET NO. o - CO II ~ Q) (J)> - - .- I 3: <1> .- > ....... (J) <1> '- () ('i') en ....... o ....J o 01 ~ ! (]J +-I ' '5 ~ ZVl-t-i o . M ~ 1-4 -0 .1 N Vl > C;J'\ I" 1-4 - <<:> Y I > CO "0 1 a~~$ "'<(O.L~ ~a...cLLM ~ (J) I 1"""i "':E~roco ~(]JE~ r-5ro .1+- Z' i o o ~ Vl C o 'Vi '5 ~ Lf') o o N >- ~~ z~ W......zz u@8~ ~~z~ 08~o Zlt>~ ~>~ I-ww~ ::c co ::c w (D~~~ ~o~O 0::: z B J: >- ?i ~ (J) a. ::E ~ ::) O~~~ u w~ ZLL (J)Z ......c:( ::C::E ~ I ~~ ~ /jj; vnvnnn ,'C. ~ 1/2" CD DRYWALL -~ Il ~ '""---- METAL DRIP EDGE 1/2" P.T. NAILER ~ ~ U ___ ~~~S~~~" O/C EDGES &. 8" O/C FIELD 1/2" DRYWALL ~ lh ~ ~ CONT. VENTED ALUM SOfflT CURTAIN NAILER ~ ............... ~8" X 8" X 10" K.O.llNTEL BLOCK 1 X 6 P.T. @ WINDOWS ^ ................. W/l #5 DIA. REBAR & 1 X 6 P.T. @ S.G.D. O.H. ............... FIlLED SOUD W/GROUT 1 X 4 P.T. @ SIDE BUCKS ~.. PRECAST "U" llNTEL ""'III SEE ELEV. ~(SEE S/2A FOR llNTEL -'" ;::::::: FILL CELL -1 #5 DIA. REBAR WI GROUT ~ SIZE &. REINFORCEMENT) @ ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS ALUM FRAMED WINDOW W / SCREEN ..~ ~ PRECAST CONC SILL 8" X 8" X 16" CONe. BLOCK DECORATIVE FINISH ~ FTG. DOWEL #5 DIA. REBAR ~ F r- ABOVE SLAB. ALL LOCATIONS \( SHOWN ON FOUNDATION PLAN ~ GRADE ~ / TOP OF SLAB d"\ TREArm .~ ~ 'f/ ClEAN FILL - - " t '.. J i t. ,.... "'=1111";~ :'~:' jEE]IIII~' ..;. ~ . ........ ,f 11111lElI . ;. . ..... .\.....~.. > ill ElII', '.".. '1f~ II~ ~' Ell. .. - ~ 2500 PSI CONe. W/2 #5 DIA. RODS MIN. lAP 25" (ACI 318) SEE FOUNDATION PLAN L.. OJ > o -a c <( -- -- ro $ ~ V> LAST PLOT DATE Mar. 22, 05 0..: ~ 8 w ::E o ::c IJ) ::) U1 o o N @ GIRDER- SEE PLAN FOR SPECS MASONRY WALL .... ,:< 1 .a. ~ 8 ~ .... ~ ~ ..... '" ~ ~ ,.- ~ j ,.- ~ ill ! i ~ .g ~ ,.- :::i USP LST A30 W/8-10D X 11/2" TO BEAM & TO COLUMN ~ (1) USP LSTA24 W/7-10D TO BEAM & 7-10D TO COL SUPPORT COLUMN BUILT-UP (3)2X4'S OR 4X4 (1) USP HETA20 W/ll-10D X 11/2" TO COL. TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL REV. 8/14/03 TH THIS DETAIL REQUIRED ONLY WHEN & WHERE SPECIFICALLY INDICATED BY THIS SYMBOL UPLIFT CAP. IOIO# (LSTA24) 1302# (HETA 20) SCALE: N.T.S. 6 USP HETA20 W/7-16D TO COLUMN NOTE: BOTTOM STRAPS MUST BE INSTALLED ON INSIDE OF COLUMN, DO NOT BEND STRAPS UNDER PLATE. PLACE STRAPS IN FILL CELLS W/#5 REBAR 3 ~ OllJ~ !Q~ ~ ~i~ ~~~ lIJo.tS !8~ ....~lIJ ~~j!: ~~~ ~k:Z e~~ :i~ SEE FLOOR PLAN FOR BEAM SPEe. 12 (lYP) I SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"X4" TOP PLATE cJ z g ~~ ~ ~~~~~ Z x -<>>~ <--' ~ ~~n' . z ao...-co . ~o,;,:;,eLJ W05" ~o.:...J." I: )( ~tf <--' a. W ~ Z 2"X4" STUDS @ 16" OIC NON BRG KNEEWALL BUILT-UP COLUMN MIN. 2-2X4 UNDER EA. END OF BEAM. N "'-'~ N ~ ~ ~ . . . X 4 P.T. PLATE USP SPT24 @ EA. STUD CMU BASE FILLED W / CONCRETE SEE PLAN FOR SIZE APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8D COMMON WIRE NAlLS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2"X P.T. PLATE 1/2" X 8" "J" BOLT @ 24" O/C MAX 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W / GROUT 1 #5 VERT. IN CONe. FILLED CELL W/ STD. 90 HOOK IN K.O. BLOCK 2"X4" BLOCKING MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) RAISED ENTRY COLUMN TO BEAM (CORNER SHOWN INTERIOR COLUMN SIMILAR) REV. 8/14/03 TH UPLIFT CAP. @ EA. BEAM - 1025# (LSTA 30) 1302# (HTA 20) SCALE: N.T.S. KNEE WALL ABV. MASONRY WALL DETAIL SCALE: N.T.S. 6 , i IS o r..; CJ'o, 'u o 11') ,6 oCJ'o, t-.. './) :.am ~ ~ .8] .OCO~ rJ},9 ~~~~(1"} '"' ~ ~ "t CJ'o, ;bCJ'o, 2:l OJ ~ t-.. to!.. .~ ~ rorg !I1R:R:.~o ~ ~ ~ ~ ~ ~ ~~. ~ OJ ~ 'S ~ t; t;. < o N rJ} U P...d..I': :j:j: I www ocl9u ~~~ :::::>00 ~~z Vl Vl ~ Z ~ ~- 5 ~ - 9 8 ~ S ~o~rn~~Vl~ ~f2() :a:::>~ma:~ffia:~ ~ ::>O'><~zu.~zO ::>~ O'bJ~o~oo~O'!o~ Vl 0. ~w ~z U -t~~::;l1-'9~1-'<:( ~-t ;;(1-' C"2W~~wwu.f-;;( Qli!w~::> ~~~QO~ ~<:(> OZ r-Z~ 0...... 0 C'tJ Vl c 0> 0 'in 0 'S: ~ 6 0 ~ ~ I (j) C\I - -- LO I >-1- I ~ ~z z~ I'- Q) Lt) w~zz -- 0 u~8~ ~ > 0 ~=>ffi~ - 08~o ~ N - ~ (j) ~ Z ~ <t LO Q) L. ~~~ L- Q) I-wUJ~ () > E ::r: !Xl i= UJ ~ 2 (!) 6 I- :E 0 C2za~ -C U1 >-~J:V1 0. ~=> >- C o~ :E <( U ~o w UJet a.zLL 0::: ::E ta~ o~ J::E I- 0 OZ ~~ l- t) SHEET NO. a= ~ Z 0 57 8 - UJ en :E 0 W J: V1 > (V') => t.n 0) LAST PLOJ DATE ~ Z (5 Mar. 22, 5 @ - ....J STRUCTURAL NOTES 6 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,e. STRIP -SPF STUD -SPF STD & BTC -#3 SYP PT -SPF STUD -SPF STUD -#3 SYP PT (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (FB) PER NDS-2001 = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST EDITION AND QST-lATEST EDITION. 6,3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD MINIMUM SHINGLES OR TILE 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 5/8" X 7" EXPANSION BOLT OR 1/2" X 8" A.B. BOLT MAY BE USED INTERCHANGABL Y 6.7 FOR RETROFIT STRAPS WITH MASONRY SCREWS USE (1) - 3/16" 0 X 11/4" LONG MASONRY SCREW FOR EVER (2) -10D NAlLS 6.8 USP TA51 EMBEDED STRAPS MAY BE REPLACED USING USP KST248 STRAPS WITH 20-12D NAlLS THRU SHEATHING & INTO STUDS ABOVE & (10) -3/16" 0 Xl 1/4" LONG MASONRY SCREWS. STRUCTURAL NOTES 1) CODES: 1.1 FLORIDA BUILDING CODE (2001). 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02). 1.5 "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 2) DESIGN CRITERIA: 2.1 DWELUNG FLOORS - 40 PSF LIVE LOAD + 15 PSF DEAD LOAD. 2,2 BALCONIES - 40 PSF LIVE LOAD + 15 PSF DEAD LOAD. 2.3 ROOF OVER lIVING AREAS. 30 PSF lIVE LOAD, 17 PSF (7 PSF TIC & 10 PSF B/C) DEAD LOAD FOR SHINGLE ROOF. 2.4 WIND - 123 MPH, 3 SECOND GUST, EXPOSURE "B", IMPORTANCE FACTOR 1.0 2,5 NET UPLIFT DEAD LOADS 10 PSF MIN. SHINGLE o o '-D ~$ Z{f)rii o - rii t:::: 0~~~ >aJ\O", ~Q)m\.O Oi-C'0r-.... '<t:OiT I c.....c-,-M ~ ~ 2i~ ~Q)c::~ ~3ffi"-' -H- Z o o \.0 MIAMI~AJt BUlLDL'IG CODE CO~1.PLIA.~CE OFFICE lBCCO) PRODUCT CONTROL DIViSION ML\...\tI.DADE COUNTY, FLORIDA METRO. DADE FLAGLER ~t1LDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORlDA 33130.1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTA1'XC~ (NOA) CertaInTeed Corporation 1400 Union Meeting Road Blue Bell, PA 19422 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use ofconsUuction materials. The docunlentation submitted has been reviewed by Miami.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 Jurisdiction (All]). This NOA shall not be valid after the eJ\piration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AlU (in areas other than Miami Dade CoW1ty) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted malU1er, the manufacturer will incur the expense of such testing and the Alil may immediately revoke, modify, or suspend the use of such product or material \vithin their jurisdiction. BORA reser....es the right to reyoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements oft11e applicable building code. Ibis product is approved as described here~ and has been designed to comply with the High Velocity Hurricane Zone of the Borida Building Code. DESCRlP'IION: Land1D.ark 30 (and-AR) (and WideTrack QB), Landmark 40 (and-.\R) (and WideTrack QB) and Landmark 50 (and-AR) (and WideTrack QB) LABELIN"G: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: ".Miami-Dade County Product Control Approyed", unless otherwise noted herein. RENEWAL of this N'OA shall be considered after a renewal application has been filed and there has been no j;hapge i.n the..?pplic~ble building code negatively affec1ing the performance of this product. TER..'llNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an et1dorsement of any product, for sales, advertising or any other purposes shalt automatically tenninate this N'OA. Failure to comply with any section of this N'OA shall be cause for termination and removal of NO A. ADVERTISEMENT: The NOA nwnber preaded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in ad....ertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. I.NSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. lhis NOA consists of pages 1 through 4. 'The submitted documentation was reviewed by Frank Zuloaga, RRC I NOA No.: 02-1219.03 Elpiratiou Date: 02128/07 ,\pproval Date: 03/27/03 Page 1 of4 6. LABELING 6.1 Shingles shall be labeled with the Miami-Dade Logo or the wording ":Miami-Dade County Product Control Approved". 7. BUlLDL~G PERl\Ur REQUIRE-'lENIS 7.1 Application for building permit shall be accompanied by copies of the following: 7.1.1 lbis Notice of Acceptance. 7.1.2 Any other documents required by the Bui1ding Official or the applicable code in order to properly evaluate the installation ofthis system. DETAIL A Rake Edge '-55/81 CERT A1NTEED LANDMARK 30, 40, 50 All dimensIons shown are in inches .. 5 5/81 ~,-= I J 1 ~ ~ ~:"-1-111/4 -.. ~ /~ ~ -.J-.-111f4 f-...j --1 l-rL 5518_ 16 1/4 - 5 5/81 27 112- .. 5 5/8'" 33 118 _J ~ 5La r Starter Full Shingle ... rl 1 ]. ~ ~ ... ... ~ ~ ;;;- ol> ~ i ,- ~ ~ i iil ! ~ ~ .g ~ ,- :::i ---- Eaves 9 1\'0.\ No.: 02-1219,03 Expiration Date: OZ/28/01 Appro'al Date: 03/27/03 Page 3 of 4 ROOFl~G ASSEMBLY ApPROVAL F1LLED CElL WI #5 VERTICAL 1/2" X 8" A,B. W/2" WASHERS SET IN TYP. FILLED CElL MIN. 5 PER JAMB, fCl ........~ ~~ ,"" Categ,or'f~ Su b-Cate1lof'V: :\laterlah Deck TYIlt': Roofing 07310 Aspha It Shingles Dimensional Wood p.r. #? S YP 2" X 6" (5) 1/2" OIA. x 8" IfJ" BOLTS @. 1.0- / ~ .@- / CONT. WOOD TRIM / -.1. (. ':' [. t(~ r 1. SCOPE TIlis revises CertainTeed Landmark 30 and AR (and WldeTrack QB), CertainTeed Landmark 40 and AR (and WideTrack QB), CertainTeed Landmark 50 and .\R (and WideTrack QB) Shingles as manufactured by CertainTecd Corporation described in Section 2 oftrns Notice of Acceptance. 2. PRODtiCr DESCRiPTION Product Dimensions I OVERHEAD SECTIONAL DOOR TRACK WI 3/8" X 11/2" STEEL LAG BOLT WI WASHER. MIN. 6 PER TRACK TO JAMB. T 1 2"x6" P.T. WOOD JAM DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER TYP. GARAG E DOOR ... 'II'" Test Specifications Product Description Ce1iainteed Landmark 30 and 13\1." x 38 Y." AR (and WideTrack QB) Certainteed Landmark 40 and 13 W' x 38 W' AR (and WideTrack QB) Certainteed Landmark 50 and 1311." x 38 W' AR (and WideTrack QB) Accessory Shingles various PA 110 A heavy weight, 247Jb/sq, dimensional asphalt shingle. PA 110 A heavy weight, 2641b/sq, dimensional asphalt shingle. PAllO A heavy weight, 296lblsq, dimensional asphalt shingle. proprietary Accessory shingles for hip, ridge and starter strip applications. TRACK MOUNTING DETAIL 3. EVlDE~CE SUBMITIED: Test A2encI Test Identifler Test Name'Report Date Undmvriters Laboratories, Inc. PRl Asphalt Technologies, Inc. 04/02101 01/12/01 11/12102 11/30/00 11/08/02 R684 PCfC-O 1-02-0 I CfC-006-02-0 1 94NK9632 02NK42448 UL 790 PA 100 Wind uplift resistance PA 107 Undef\vriters Laboratories, Inc. 4. LL'UTATlONS 4.1 Fire classification is not part of this acceptance; refer to a current Approyed Roofing Materials Directory for flIe ratings of this product. 4.2 Shall not be installed on roof mean heights in excess of 33 ft. 5. INSTALLATION 5.1 Shingles shall be instaJled in compliance with Roofmg Application Standard RAS 115. 5.2 Flashing shalt be in accordance with Roofing Application Standard RAS 115 5.3 The manufacturer shall provide clearly written application instructions. 5.4 Exposure and course layout shalt be in compliance with Detail 'A', attached. 5.5 Nailing shall be in compliance \vith Detail 'B', attached. FIGU~E 1: FLAe~ING INeTALLATION & 1\'0.\ No.: 02-1219.03 Elpiratloo Date: 02128/01 Approval Date: 03117/03 Page 2 of 4 WALL ~~..INCS -C! ""i:11 !lII,1 il iji! ---: ..mr.K\f~ i~ DI..ER'ER / ""~ R...A5...IN~ ~ '," IS' i: I1I1 III! ~AL r &EAJ-ANr, EX"T"END HI'<. OF ",' or~r;.1:: 0= FLA~i~ t"-,::;;:,;, ~~~:';' ..i;:.:;';):;::'r::.. /ROOF 5"I'c.LE~ '.' ,...\:;....~' ::. ';;i/;'.f;:::,:~:..',;, '.,:1 ......,':}i,f"~~;~;~:; ;:"~'-",:"" &.;.;":';:>'~. .'?:; :..~~ '-;:~:;'l.~. '.~~/~:(~:7~}c" . ,......<.:<..\~ ~.....:.' DET,UL B 38 3/4" 12" - -4 14 3/4" .....---12..-- ~e :;. ~"'.' i..: . " '. c', ~ <i!OOFI'<U fEL r -,... _ 1" 1-- -=-r 131W ~IAJ ~ ..., -r~ 61/8 L I 5 5/8" EXprura \ \ IJ \ !.ANDMARK 30. 40, 50 (AND AR) i-- 383/4" - .....t '/ / / / / / / / / / / / / ///7 ///R.lcas, Tape/ / / / / / / /T/ / / / / / / / /.[ Nonlng are. for "low and standard" slopes (from 3 5:1210 21 12) Na' betv.eoo upp<ll' & """'Of na~ ,nos. I WIDE ..={~,=~=-1" 12.---. 143/4" =I 12" 1"-i"lttJ131/4" NAIUNG ~ 'I ~ I AREA ~ I T 7 1/2" 5~ ~ EXPiure I I LANDMARK 30, 40, 50 (AND AR). WIDETRACK QB (Low and Standard Slope) FIGURE 2: WALL FINle~ TEX1"\$ED. PAiWED . . ., "'_ EX'E<i! OR W,t.ll. FIN,e.. . ,. , . ., ,'... ~., 1"1'. /. l' 1.:~...~.:,~::.~::,;.::!:J""ll\ ",.r':'~,: : " ~ '. ~... ." ~.: ~ ''t' ~ .: ~: ',: ~ ': ~ '.: ~~. ~',' l ',"~ '\ ~ \ / \ \; \ ;.\ ".; ", ; \. ~ .. ,T.' ,_ IT ~ IT 11 1"" ,.~~ " tt " " ~'..''. '. ", ~t~ ~.'. . . :" ~', ~', ~.~ ~' ~'~" r., ~... .~ ~ . i" " ; '. ; ~, :- " L'. " ,; ,~, \ ~ i . ~ ' . t I ,.' ,f > ,,' \;.:..~.~.~f~'\ f.\ ~,\ $' \' .' " \' " )', ,t,' ,~, ,I t ; ~..:l::im~~:;~ ;:. j:.l~' t. 1:. j.. j; 1: l~ l~ l: F F .:\ ~ ;" ;.; . ::\",\~-... i;. 1.'''',;.\.~'''~.\,~\i\r\r\r\;,\~\.r\~I~ '. ~: ';.,' ;',: ;',: '\ \,1\,1.\ r',r\ r',,1.\t.. ". .' ~ .;. '\",~ :~..,\ ~',.l:, ','r, ~.\ ;~l .~t~ ,of '''~~.. ., ',,' I ,_ ...:2\,."....,... .t,..., ....",." ',:' .\ -;::to; .....':.~:~ CAl,L<i~ _ ." .,,~ .7:; :,";",;., . '. i"';' ....:::\~~.,~,S~,;i> " " s..,::,' "~,~:., "':>:r :",,:'~,7;.~ I' y.", 0".;" .:'~. X: "I',~~~ . c.;: :.' ~ ',' "<I'd " '/;. ~; :..;:' 1....-- 383/4" .....t '/ / / / /' / / / / 77/////7/ / L!~~o:..e..:.~/ / /// /(/ / / // /77/// , Nalll~ area for ",loop" slope. (gtealw tf1an 21:12) I Nil. bet_ b<>\lQm 2 naD ,nn. 13 1 f 4. 14 314" I 12"-'" /"\. 1" --l r4-- ~. l \ 6 1/8" L~ I-O~ E><~ICR ~N.eH ,. Aeo'1: ~00f R.AeHIN~ 12- I 1 I\, -- r--- 1" ~ I 5 518" EXPoiure LANDMARK 30, 40, 50 (AND AR) - WIDETRACK Q8 (Steep Slope) END OF 'fillS ACCEPT'\~CE ~ U ~OA No.: 02-1219.03 EJpiration Date: 02/28/07 Approval Date: 03/27/03 Pa~e 4 of 4 @- @ ~ . o ~ ~ L SECTIONAL OVERHEAD DOOR o '7 ~ :r ~ :r ~ GARAGE SLAB . 00 ... TIE-BEAM .... Ut3 ~I r PRECAST - LINTEL I I 7 I I I / L FASTEN PT 2X NAILER TO MASONRY W/3/16" X 3" TAPCONS 6" FROM ENDS AND 16" O,C MAX. FASTENING TO WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. I I I .-. I 6 , S-8 , 2X BUCK DETAIL , SCALE: N.T.S. ......... A&"''''Al. T eEALA~r, ex-EN!) MN. 6' AfY.>vE FV-e>4'<6 i:~~~~A~ ~E<: 5. 0(>.... t1 ",' ..""" t>'Y~TER FLAel-li'<U .......... ~ ~:~ T'r~C,6L -=-:~ ",,,,,,-,,,,,<Go FaT ~: : =- -~~ : ~ :~ , ~n ~ , ~ ~ ~ ~ ~ ~ ~ '- -'.'-' ~~ ~ ~ ~ ~ =- 0..~: ~ GAL.'#, '!-' =L.Jo..eH1~ F,I.~IA FIGURE 3: CORNER DETAIL FLA5f.4ING IN5T ALLA TION WHERE ROOF MEET5 VE~TICAL WAL1. ~1QF r;~n: /MN: ).1.2 :3t.OP! ~REQU~.ED ^ i ~u LEVa. vkLE'f lO(.,\-'C"': \ _ r"v ~=~~-:~~ ... ~~r"f~~ 'NN.l. ttX'UREO. r >.;"'" f E)f"U:. w"...'.. F'l~-;ISl-(--i r:AlIrHGA,j"V. J =.A$hitiGGO".l- ...."'<1<..O~. i ":>oF I StiJN-J:...f!i- l ~~;':'~~l\ - ';;PHN.T!!ME<<> SE,IL,>M<Pt'.Ia:l - ~~'~~~~ h41N1!.tU~()f"~jf. VHI~l(;Al 'u::if tF F\..ASt'ING Al K~-iEl:U#\LL i ~ ~ ~'_SS',.+.L'V4T -=j 1 l-- ~L- FLASHING DETAILS - rHO~ NOTE: THIS DETAIL IS REQUIRED rT..AHNQ AT All VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET/KNEEWALL INTERSECTION -- "l..i:l.{f;:~ '~:)4KN::.;t.:l~.F\S<11eT;SO (NO SCA.lE) ~~ ~1"~~ -10"'" d z ~ ~U) ffi ~ ~~!:l w ~ (1)N Zx" IX) (,!) 0 ci~-n . Z 00 ao.....cn .~..",;;,eLJ W OS" li....J".. -.J C lj ~ ,g u.. (,!) c.. W I- Z ~ ~ ! ! ~~~!L ~ ~ ;~~ ~ ~~.i ~~~ g . ~ ~ ~ tS ~~I ~~ UJ ~ ~ :8(2 ~~ j; C'l ~~UJ QO ~~$ ~~j; ~~ z~ ~g~ ~fJ ~~ ~I::; ~3 ~I tjo zlil 0 ?;:z !!a ~ t:j~1i; 01:: fJ~ ~i3 ~~ ~~ . . v,\ ~~ V z. - .... V>~ ~ <t: IV r ,., 10- LLII J ( ~ 1 ... ..... wWw ~~u <C~~ =>QO 5St(z ('f) 0) o o I C\I LO I I'- ~ ~ LO ~ >- 0::: o I- Z W > Z - I S I 0 .V 0'\ i U o~ ~ !.~ ..... I.I') 0') , .-. ]-g .o~c r./) 0 ~ ~ c:1 ~ 0') I-< ~ I-<~ t 0;' MO'\ 1:l Q) 1:l K IS. 'v) ~ t':l~E.... t':l~~~~8 r./) .... ~ t-:. . 0 Q)~'~~~~ ~~ O~r./)U~r..r,.~1t: In .~ Q 5 ~ ~ ~'i ~ ~ ~ ~ ~ ~ ~ ~ ::>OX::Ezu.::EZO<:(::>c.. ~Kl~o~~o~O'w~~~ -1~~::jf-"8~f-"~ <:(-1 ~f-" ~w~~~w I-~ Q~w~::> <:(::EgQo;: t(<:(> Oz '--Za:: 0_0 j i w ::E O~ O~ ~o... U SHEET NO. o - CO II (j) - - "- I ~ Q) .- > ....... (j) Q) L. '-' (V) (j) ....... o -I o o \..0 I 2 .- 0 :::s* Z CJ) .,...i o ".,...i r--.. ~"OII ~ ~~@Lfl >CXl'D' ~Q)MO'\ ~OL.(V)\..O k', 0 i r--.. '~~.c~M ~ ~ ,2t a:J ~Q)E~ " 3: 'm zr t o 01 \..0 , 1 . . , , V> c: o 'Vi '> ~ , - J 5"\ SECT. OVERHEAD GAR. DOOR INSTALL ~ SCALE: N.T.S. ~ ~ l..{) o o N i t>- ,~I- Iz~ '....zz WOOO UlIlUVi g~~~ ~S:F1~ L'_ ~ $: ~ rT w~ :E~~w <..9 I- ~ .....~ 0 5 0 ~ZOI ~~~~ ~~~~ U~ffi~ ia..ZLL ::a~ !~~ 1- Q) > o -a c <( - - t'O $ E (1) til 58 0.: 0:: 8 w ~ o :c (/) ::) LI'l o o N @ LAST PLOT DATE Mar. 22, 05 MASTER SHINGLE APPLIC,\TOR'S MANUAL # --- LOW AND STANOARD SLOPE ENGUSH DIMENSIONS LAMINATED SHINGLES WLR OBjECllVh'.' To learn t be correct procedure for Installing Laminated sbingles, LANDMARK" SERIES, WOOOSCAPl~ SERIES, LANDMARK" 40 IR AND LANDMARK'" Tl These shlngles are built on a fiber glass base to p rOlide a Class A fire resistance rating, Wind wanantles are graduated according to the product's warranty duration: ,\ 30-rear shingle pro\ldcs a 70 mph wind warranty, a 4Q-year providc'S SO mph, a 50-year provides 90 mph and a limit('d-lifetime duration is warrantl'(j lip to 110 mph. !l;OTE: rhe wind warranty In(fe~es wll('Q f~ten('d with six nails in the COOilllOQ bond area lruitead oI'with four as foU()ws 1..1ce F({!1Ii'P 15-5): . 30-year increases to 80 MPII . 4O-y(~ar increases to 90 MPII . 50. year increases to 110 Mf'H (Roofing cement Is not requin'(j, un'pt on steep slopes.) * Woodscape and !.andmark shJngles bave the in;,1aUer-frlendly WideIra(k QB" feature, which p!'()lides It,y wide nailing ar('a and specially forrrnililted Quadra-&md laminating adhesive (1ft> FiK/mJ 15-3), * Laadmark 10 [R - the [R stands for impac1 rcsbtant - is s!)<<:ially manufactured with a reinforced Ub€rglass scrim to meet rL 2218 Class 4 impact resistance rating and it is also algae resistant. :\O'l'E: L'U\dmark 40 lR must be installed over a clean deck (no roof-ol'e~) to obtain tbe LUllS raling. It Ls strongly r('collllUcnded that irrlpact resistant c~p shingles made from XT .10 IR shingles be instaUed on aU hips and ridges, Some insurance c~u'riefs lUay not cOllsider the roof system as compliant to II 2218 Class i without impad resblallt cap shingles [,andmark T\, Ls uni(jue oc(ause i~s pattnt('d Tri-l.anLinluew design combines three layt'rs of material to prolide a dramatkalfy thick shingle witb a wood shake s~'le, ,",'im me exception of Landmark n, closed-cut valll')'S are preferred by u:rta.inT('ed when ~ppl}ing these shinglcs. Open ralleys are recommended wheG applyiug Landmark 11; h(lweYer closed-cut valleys are also acceptable, WOl't'l1 valleys are not recommended for Landmark TL because the tft bminated shingle can buckle and become damaged when shaped lnto the valley. :>iails are required a$ fa.steners for Landmark n., staplC1' are not allowed.. SH..\D.\RO OR STEEP SLOPE l:'lDERL\H1E:\T: Shingle underla)'lllellt* meding ASIM D4i\69 Tn)€ I standard~ is sugge~ted. CertainTeed's Roofers' Select'". Shinghofdt'~ or Roof'frap'. is preferred. LOW SLOPE ll1'.D[RL\\m,{l~ One layer of WlnterGuard~ or its c~{utvak111*, or two laytrs of 36" (915 nun) \\-ide felt shingle underlay- mem lapped 19" ('is; mm) must be applied owr the entire roof, lMPOHT.~'i'r. \1;11('0 installing Larl<L~L1rk n on low slop('S, oue layer of WinlerGuard Dr an cqufvaleut waterproofing shingle und('rlaymeut us iXcure I 'HI): 'Iiu.CfJurse DUI{..R)Ital,\Jclbod" illslllllalloll scbemalic. .....-- .--"",- FASTENING ~ ......... Si,lgle ~~ct1 -.1-1'(25nm) STEEP SLOPE .............. 1 Sf COt R."E:~pply a full shing1(' at the 10\\'1,1' left curlin ()f the roof. )rlake the lo\\'er Pdge and lefi edge Ue flush with the edges of tbe starll't courS(~ (Figure 15-8), --.,.,~~ ,,~T' _#--,- "- \'. . . \'t:~~'~~'~.. \ \ ~~--..(~- \', \~'t\\~' \\~ .. _- , f'" \!J.t\ ___. .~~~. --\< .... 'f ':;''' .~'~~_ -: ::- 0 . -p \ ":>'o;'~ \ _ _ ')... _~- ~*~::-, \.....-- , ';'~ .. \ ~. / --: :;.:::~'"~,~~ : ~~~;1 ~<5I--. \\ \. '~(;K;j;s'~~ "-,, " \ cg, --~~.. '~~. ~::. '-~~"~~~~~,~;ig?; \+' ~,.~ - 'f;' ~/r- IJ";~",\\ "\~'. '.; ,~;:;.~-"~::------- i.'1I;. ,.,!", '"!e/ /.r-::~- , i~~ \\ .......... " -- ,\\~<:;~"""~ I II i'.. _/ ,/;\~,~"",\f'" I II \ .,;"~~ ,,, \ ii, I Figure 15-8' :I/!Ii/rillg tbe first 5 coumw rm a siandtlrd s!t1le. l"se ~h: nails and four ~pots of asphalt roofin!\ cement for every full laminated shJngle. See oclow. Asphalt r()()l1ng Cetllellt should meet ,~STM DiS861)'Pe U. Apply I" spots of asphalt roofUlg mnent und('r each corner and at about 12' to 13" in from ea('h edge, ONE ClEAN.DECK APPLICATION METHOD FOR ENGLISH DIMENSION SHINGLES ~---_._-------_. FIVHOURSE DIAGONAL METHOD (.SfVENS AND FOURTEENS") PREP.\Rl!l;G mE DECK: . Apply underlayrnellt as required, CertainTeed sugge~ts that a layer of shJngle underlaYlllent be applied_ For llL fire rating, underlaYIDent is gtnerally requirl'd. Apply Oat and lInwrin!Jed. . Soap horizontal and rer1kal cbalklines to assure shingles will be correctly aligned. El.p<l,e all shingles 5" (J25mm). 1~ 1~ 1~ 1- (305 11'!TI)-" +- (305 I'11f)-" -(305 mrn)-"'I Proper Nailin~ Crocked U1der- Or",en Over- Orher ~~ .'L. . mUot I)€ applied over the Clltirt! roof. ..\p1'I)11I8 t\\O la)tl"S of felt shIngle underla)Jncnt Is not an acceptable alteroatil"e to WinterGuard. One layer of shingle underk'l) Ulent meeting ,\HM Di869 applied o"er 1M requirPd Wllltcl1]uard is also recollllllended. LOOT l'igure 15-2: Proper and improtlt't' lIaihflg. l\IPORB_'iT: For decks 3/\,' (19 mm) thJck or thJcker, nails must go ,It least ~/4" (19 mm) into the deck. Oa thinner deck;, oaUs must go at least 1;8" (3l mm) througb tbe deck. ~a.iL~ must be 11- or 12-gauge roofing nails, corrosion. resistant, with atlt.:c;t ';s' (9.5 rum) heads. and at 'l'~l '" (25 rom) long. !.and"ark n requires nails at least 11/4" long i I I ,,601"(21:12) STEEP I SlOP<' Applicat 01 lover 21 i12:: . t -!J I : STANDARD . , " SIo:ft> Arplicaf'on "14n JO to 21;1:21 '\\~ ,,185'1'\4/'2) ':j low SloP<' A;lplicalior :telc'o\ 1,'12) lOW- .:95112/'2) "'-:-IiIiJd'-- -- ... 100 W.o. t Apply Shlngtes -- ~ Below Z/12 Slope " LOYtn/12) FiguN! 15-1: Slope definitions. mE ROOF Dt:CK~ 'IrSf BE U LEAST: 3/8, (9.5 rum) thick p!yv.'ood, or "/t6" (11 mm) thick nOl1leneer, or nomJnal l' (2; rum) thick wood deck. * \lldeTmk QB ENGUSH DIMENSIONS 1" (25f1'1ll)-"1 - ~ ~ '_13'/2" --i-9"-...'-131/2" -...! I 134511m) I (230 mm) 134511m) -JOI/2--, 1 1-101/2'-- I (265 nn) i I I (265 rlm) 1" i St~iallt I I ,. -oo-l-(25mm). I J I 1(25mT)--i-- .j... - - -, -:- - -+ -1- - --t 1"-"'~- rwl ~ --I' . .. ~J ~ :25 mll) 'l- - - - ._ :25 1111) ________lRDD!in~CelTlent _. ._ ~ "\""",,,~,,' . ____~<:J.<:J., ~~..", 1. i~ \J>'" 0 ("::>'0.) )..- , ~ ::-\ ~.. ..."",,,.., \ \ ~~tv ",~'\.t / ~ \ 0 . -:::;;. ~"'\'" ,,," 0~,,,~~ ;~:.. ^' ,.\"\"> S~\'\..........-::: '\)\'(Y t . '1."6 'i....(;..'G'.-'!!~.".- "-~,~'; "-,,~ I ~\\'i:: ~ ""~~ ~\ ~ . q~~--"'~ \~ \i!-~ ~~~\'; \ ~\ . d> <>",t\ ~~\\~ \ ,,<> . \' .,\~''f> :><\\0\ .0'$.--\\ I I ~,~~' 'f \." :1;' \."~ 'V'\.,,~\~ i!v"'>";'\ \~,,<:>~\:,\ 0 >$'<;~' ~s "Ii .;\ <Y _Mt> \, I:;I>~ ",..,'<.~' ':,\ \~ "'. 1 Gut 7" off tile left end of the fir.it ohingle and save this piece for lall'r U~. Apply the 29' long piece Ol'ef and wovc thc first-couNe shingle. [('<tve the oottom 5" tab pol1ioo of the first-course shingle e~posed (figure 15-8), 2. Cut 11' off the firs1 shlngle of the third cOllrse and save this for larer. Inslallthe U" long piece ovcr and ahove the second-cour~e shingle. 3. ,\pply the PI'l"'iousIy rcmoved H" long piece oYer and ahove the Illird-course shingle. 4. .~pply the PITliously rcmol'l'd 7" loug piere [rom the secoud course over and above the fOUl1h.course shJngle, 5. Install a full shingle against the right edge of each sh.ingle in courses one through five. CO'lll:\U\G lPTHIl ROOF: I. Bl'ginning agaio with a full shingle, rl'pt'at tIle Ore-fourse ['auI'm up the left rake (figure 15-10 -. see 8 Oil Page 111). 2. Fill-in courSl.'s alTOSS the roof in a Sll'ppl'd diagonal fashion using full shingles (figure! }5-10 - s('(' ,I aNd 80/1 Page IN) Do not run courses straigLt across, IMPOHH.Xf: Do not align joints of shing1es c1as('r than 3 t/2" from one iUlOlhtf. - "'~'i . . - . .'.,'__u \1 Nail Area lor I Steep Slcpes -r 1-1'(25mlf) 1'/2"- -'. N31able f" Area ~~~ ~ METRIC DIMENSIONS R13'h' -00- --11;/J"-._131,/2"-~ (34.5 mml (299 mln) (345 rnm) . ".1~ 1!2c....j 1...--101//"- (2651':n) 1 (265 mr) l' I I Sealallt I I 1" -... 1-(25rJ111)I I J I 1(25mm)--i--- .j...---l-I- --+~---+ (251m~~:l~"m ~~~r 7251~m) I Roonng Cemenl * for tandard 13' 123,'.; 13" 1-{325 mm)----(319 mm}-'" -(325 mm)---i , r:--'1" .25 )-"'1-+- Release Tape I, mrr 2:'10 T1lROlGII 5111 COt RSES: C.\lTlO~1 Failure to foUow instruction ~H'pS 1-5 below I\ill bring joinLs too dose together and may cause unattractive patkms! '. Release Tape ~~~ ----- ~.. \ ~ . ,';f-ir';:';';~:;';\:';;;";S:':'~'~\' \ . ..' ~ ~~ .' ....;;;,..,.$'~.~ _.;;.,. .- ....- "\._S~~",~. ~a~lin;~~:: ------~ ------- \::------- --------- ---- .... ------- -- ......-::..., .",. .-::.~;5.""" -- ..... ...~..,~....... -._~...- "l~ea'ant Strips LANDMARK Tl 13'(2' 13" 131,'2' 1-(343 mrn)-... .o-(330mm}-... +-(34311"1111)-"'1 figure 15-6: !ltand(lrd ,.!tlpe liIllh-'/'lapnt71J and slllrit'r driP el~e ddails. COW \Ht\THJ.R (Wd_UfiS (11L SLOPES): Applying ~'inter{;t1ard or its equivalent* ls strongly recommended v:herel'er tbere is a possibility of ice f1uild-up. t"MSHl'iG: Currosion-resi~lant flashing mu~t be used to bdp prel'ent leaks where a roof meets a wall, anoth('r roof, a chimney or other objects thai pnwtral<' a roof. SE.\lll\G: Shingle sealing lDay be delayed if shingles are appUed In cool weather and may be furthcr dcla)('(j by airborne dust accumulation. If any shingles have nol sealed afll'r a n'as()tlabl(' time period. hand sealing may be necessary. CA-rnos: To prevent crackin!\, shJnglt's must b€ suffidently warm to allow proper forming for hips. ridges and valki"S. \HRRMfty: lne~ shingles arc warranted against manufa('turing defefts and cowred by fh'e years of SurtStart protectir.lD, exn'pt Land.\iark 11 whirb prol'ides teo years of SmeSt..1rt and includes coverage for te:rr.off and disposal costs S,;e tbe warranty itsdl for ~pecifjc delails and Umltations, FRONT * WldeTmk QB -131,12" -..'-11'/f-... --131/2"-~ (34.51111) (299 MM) 1345. mm) -10'/2-1 1_101/2"- (265 mn) I I (265 mm) -. '-1 12" 111m) 1 . 11 (25 rrm) "" - I ' v 1 I Release T~.p9 I t I Nai:AleaJ '" for Sl~l.,-<- ~1 ~1 ~l ~ 1 --~-~ ~ ~] ~ --1' (25 mn) -t - - - " , (25 ['Ill) . · RDDfinllCel11e..nt --~---- -.1-1"(25;nm) 1"(25mm)-"I- -" ~~ ~~1 ~ SI\RllR COl'RSE: 1. l'S(' CertaioTe('(j Starter (pre-cut 10' l 36' ), or use sWldard llm'C- tab sel{'~aling shingles w'ith the lower 5" tab portions removed to provide startcr shingles that are 7" in hei!\ht (Figure 15-7). I 36' (315 mT) J . Fu! I LenQ~~ - I L _ _ __ ~::~'~ _ _ _ _ J~Mm r 'i J i IRe '11 0 V e:1 the s e p:IO r tic n s 1 ~_____J______j______J BACK figure 15- f- CSt.' fOIlt' Mils for rn't'Jful/ shillgle UNDERSIDE OF TOP LAMINATE LAYER ~s QUa<li!Jr.Bood i- S ---V I(< Ilj - .. ;:!: S. ll"" ~ji jl ;:I ':;!~ '!o Four lamlnating adhesive strips for a stronger bond. Fnr technical questions, Information on acceptable alternative applicallon methods and materials. or a copy of the producl warranty, contact the sources listed below; Your supplier or roofing applica~or CertalnTeed Home 1 nstrtute CertainTeed Fax-on-Demand CertalnTeod-RPG Technical Services Fif:.IIN! 15-3: Indl'7'rrtck QB".rf!rtluresa /l'idi't' nail IIJ'!'a {ma exlrrt.slro"f( QuadrrJ-lJond coustructioll { ./ { { 800. 782-8771 'f 800-9-41-0051 800-345-1145 ChaptL'/' /5 ell R f\1 ~ l'E II 0 S If I N G t.I! H P LI C H 0 R' S ~\ N II.\L ----. ---/.-.----..----- --- ----- --... - - ~_...- ....'t..... ---- -_ - ~~ - -~- - ~ ---;Z/t I .1 I I I 1 I I ~ I I '_.' I 1ST COl RSE: .\pply a (un shingle at the Jowrr left corner of the roof. Make the lower ('dge and left ('dge Ue flush with the edges of Ille st;u1t'r course (F(~III'f! 15./2), ._-,f'";:,-::>'" "''''1' --2"-~:~ '" -).-~~~ - \ '\ . \ \ ",J1.'c~ --!" \ \ -------- ~~. \ \. . . ,\,,\.,",'<~ \\\ ~~ '~ ."'':''~ \' . -Mi*'--~, ~,~,..,,\""""\~.~-- '\ 'P~ ',. ". _\..- -- ",,\':\ \.,.- '._~<-f.' _ - ~--"(" " ,,'$> \ .\ \ . - l;",.::;l......~ ~'0~\"~ :, \,~ ~v t..J~\';~~ . ~ \ \: ~,;s.. ~~\::.:..~ -~ .. \ ~ ~_":_ ':;,lJ. 'l..~~ f,}~~'., ~<;)..:s."';> (-- ...~- "'-" '\,~ ,.~~~I.'..:~~'.,....~ .\~ "*' "'., ,v/'-:- ---- 't>'\ ';1- /- /-::--r- W"i.r~~''''', ';'~/- 'F!::.' ,--'~'.'lO;-~~~. ,~ ",,,,~'~----- T t<~~"'\ .,./~......... .",~ ~,~~_:.("t....\II....'\ ,'>....., .'::J'.'~ ' I 11 'i",;t.'" \ II, I, Figure 15. 1 J: Af'P(vl ng tbe fIrst 5 Cours.'s of.tfefr"fc almenskJII. Soie: l1Je landl/t11"1I11 dill",nsions differ (see illslnu:III.i1iS be/uw.) ............... CHIMNEY flASHING --- FOr capping hip and ridge. apply CertainTeod - / ~ "Accessory" shingles of a like color. :...< - '--. / L -", ---'1100;,"10.\<:> .~~ I RU~"""" .\ \<\~ '" c:.~ <>~~'"-J. ~ -<' - \ ,<><>\ ~ - -::.::--- I ~;,.~ \ ;,~- 1\1 . ~~'l."\\' ~"!..a:l:' . . . '<.\\~...~\"'''' I ~~-- ,- y- -.::.\\~ I .. ~~- ;;~ v:-.,. -~~ - Metal Sfep Flashing ~- 2"(50 Inn) ~ ,.' ~:.;.:':': 7" Mi1i'll\Jm : . , ~o rnm) .- 1- -1 Mllllill'Jm' 3'(75 mn) Minimum fi /1 ,,~ ~~ \~ --1j:~ ')'::. "-~ '\. /-"--..." ~~r~o~~ \~~.. " " Softlt uate~ . l ~~~~I\~~;~~~~~re ~. ~~TI::'1 1.he roof deck to I I " p:eve,1t harmful condensation in \ ~ winter a~d heat '\ bJild-Jp in summer. '~ I\~ hr-'r-- ' \ II \.... \ II 11\ I \ II . 1 I I I i f ~8~\ ~I \"~~\\'/,,, .",<S:>V:."/.\ I \.\" ~\"" ---' \o.~s ~0\ _..... 't' ~~~.:- ~ - ~ ______ f ~: I I. t . -{.i.~\<:- ~ <;<",,, . <:,' \)~~~S~ ~~\\\~~ "<\c.""~" ... , ...... ... \...".,.,..",.; ... ,:< ~ ~ ~ 0> '\f. 1!l ,:< ... ~ ~ --- ,.., :,b ~ ~ ; / :; ~ j ~ Oil ! i j ~ --- ::J . , 1\ ~ I ~,_" ,......."":''- ~,' 1 Figure 15.13: SII'/> flasbll!g millimum dimensiol1s. )- ''i01E: l:se 7 \/~' or 1110re for ....!cbic dll1len~i(}n and l.andMark TL shlogles. J '1 ~~~ i ~ Fold down counter flasl rg over stBp flas,'ing .... ------ -- - II -:::::- --::-r::::--=-lr,.' II 1_/.. ....4 __L --~ ,'. .', " ~ J{ ..t:' .:-......', / lftlml1lj ';.' '. ,'-;+',.;... -~,ff/lil/lJJllm ) .(', ,,';"'-- CO'.Jflt.er / I '.' (-- - "'" -- FlaShing 1 I - f}L;1 / 1 - IV I. / '" --__ --- ,.L",,,,. -- I -A';;;~;;;~;-rl---- .-L ....'II;?,'? ;-. --~. . --- Z-- --- ----r- J ------ \ - Fas'en F I ashhg To Rool 2\0 llIROrGII 5TH COtRSES: CAlTIO:\l FaJlure to follow instruction stt'ps 1-5 below will bring I<Ilnts too close together and may cause unattractive patterns' ; , 1. Cut 5 I,'ll" off the left end of the Orst shingle and saw this piece for Illk~r IJse. Apply Ihe .U I/S" (34.1/~" for I.amlma.rk T1.) long pk'(;t' owr and above the tll'stcoul'se shingle. Leave the bottom 5 %. tab pol1ion of tlle Orst-course shingle expGsed (Fisu/'e 15-12). 2. Cut 111/4" off tbe first shingle of the third conrse and save this for laler. InstaJlthl' 27112" (281/1" for l.andmark lL) 1001g pk(c (lIfT and aoo\e the ,(.t:ond-collr~e shinglc, 3. Apply tlle prel'iously l'eJ!wv(,d 111/i" long pitce OIcr and aboye the third-course shingle_ 4. Apply the prel'iously remm'ed 5 s/~.. long piece fl'oJJ1 the second course over and above the fourth-course shingle, 5, [nstall a full sbingle against Ille right edge of each shingle in coursC1' 011e tJuough fi\'e. CO:';IlI\U\G lP IlIE ROOF: I. lkgtnning again with a fuU shingle, rept'at tbe llw-course patl('l1) up the left rake. 2. Fill- Jo courses across the roof in a ,ll'pped diagonal fashion usln!\ (ull shingles. Do not rUl! courses straight across. I.MPOR[\.'fr: Do not align joints of shingles das('r than j 1;1' from one another, :::--e--= ~-- L=-----~ -~ ~-=r-Lr& --r ~r "L ~ ~l~m~~ 1m -_r~f---l:~ fL-1-27 ~.L.L /l". --,~-=;\-:___ ~~~,z.l;!;z;. -- 21 - J 777 f];L; ~ - -- I I - 7 ~. ~ Fi~Jji"e 15.14: FI{(sUng IIlYltllld (/ cbimnry. t Fif:.ure 15.11. Higbt(r;hf o/dosed-{ut !'II1"'y de/(Iits. 112 OxtJII"r 15 C I! R T H \ T II 1! 0 S HIS G t 1! .\P P 1.1 C H 0 R' S ~\ N tlH Chl/fJler 15 C Ii R H I ill T E B 0 S If I N G tE .\P P tI C H 0 R' S ~f..\:II J:.H LANDMARK Tl !+-- 15" -...--10''-...- 15" -: : (381 mn) (254 '11T) (3811'1, m) '- 12" -'"'j r- 12" - (305 mm) i (305 mm) 1" 1 I I l' .. :-(25 mm) 1 I 1 (25 mm)-~ 4- i ii, 1 I (251~~I:~~~,~_c...~ ~;;:\';'A) Figtm 15-:': Make starler ,blngles by IY'Im>l'illg the kltil!f" 5' labs. 2. For the first sta.rter, rut T fl'(lm one side of the slarter shinglt's. 3. Apply the 29" piere to the lowtr left comer of the roof. ~i<lke sure tht're Is 1/1" n\"Hhangin~ the rakes and eaYes if drip edge Is being used. If you arc not uhing drip edge, make (he overhang 3;:j'. 4. Use full 36" loug, T wide ,tarter shingles for the rest of the com", Figure 15.5: r:1'e sl.'t naiLs (ladfour VIOls (if aspbafl rooflllg cement 011 steep slopes. C\I11 0:0.1: Excl'Ssive tLse of nxil'ing rement GUl cause shingks to blister. 139 JiO C!Jap/"rI5 CERT\I:'<'fIlEO SHI\GLI! \PPLICHOR'S M\'H.\L ChaP"'t' 15 C B Rf ,\I :II IE BUS III ill G L B .\ P P LI C H 0 R' S .~.\ ill U .H ..-. 2:\D THRUn;1f 51H COIRSES: CAUlIO'" Failure to follow instrucli()n Sh'ps 1-5 below will bring iolnts too dose tog('tlwr and may cmlse unat1rartive paU('l1lS! There are 24 thn'e-pit're lIoils in ~arh Sludol\" Ridge f1undle, pl'OViding 72 individual caps that will cOYer 30 Unear feet U3h Unear f('('I, ~etric) of a hip or tidge Earh Engllhh dimension c;rp piece is 12' by 12' (~l('trjc caps are 131;4' by <)~/S') and fe;Hure5 clipped corner~ on the hottom ('uge of Ult' exposed portion. \OTE: Each cap bas a b)inglalignment notch at the top edg\' to center the piece on ule ridge line, aJld two notrhes Oil eacb slde 10 indlrate the correct e\p()~l1re ilnd shadow. line pla(,l'ment (Figure 15.19). The side notches of the cap b('ing applied ,hould he ali!:f\lil \\ ilh the top ed!\e of the preYiou,ly applied cap. ONE ROOF.OVER METHOD fOR ENGLISH DIMENSION SHINGLES ~ PREPARING THE ROOf SURFACE FOR REROOFING I. Cut 7" off the left tnd of the llrst shingle and saw Ibis pieo' for later u~e. .\pply the 29" 10llg piece over and above the Orst course shJngle, For this and all ~ucceedin!\ courses, align tbe top edge of the shingle to he applied \\ ith the hottom edge of old shingles in the next course. E\po~ure of first cOll~e only is reduced to Y. 2. Cut J I" off the Ors1 shinglt' of the third C()ur~e and save this f()r later. Install the 22" loo~ piece over and above the second- course fohingle. ). .\pply the previously remored If' long piece oler and above the third-('ourse shJngJe. l.\pply the prl"iously rernoyed 7" long piece from the S('('ond course oyer and abol'e the fOUl1h-cotlrse shingle. 5 [n;,1al1 a full shiogle against me right edge of each shingle in courses one thmllgh !I\"('. Rl'mellllwr that course one shinglcs arc only [0' ",ide 12' .------ (305mm) ~ 1 05g~;105g~;1 \PPlK\T10:'<lIS .\S ronows: I. .~ppty ~hjllgles up to the hip Dr ridge on b<Jth sides, then trim flush. \OlE: rile last cOllrse of ~hingles should have an exposure of ;" (5S'R" for metric) or less \Ihm thl' shingle rap or ridge Vl.'llt i$ (astetll'd ia place. Otherwise, a potential water leak could occur at expo:;c'd shingle end joints. rile figures used in lhls S<'c!ion iUlIslrate the appliralion of aCrl:ssory shingles oler a rlll!\c vellt; application dJrectJy to the roof deck is very simJ1ar. . ~iake tbe sulface of the old roof as smooth as possible by rl'placing missing shingks_ Split anllnail nat all hu(kkd. raised tahs and curling shingles. . lls a good idea to cut old shingles hack flush to the t.1kes and raves. . We suggest that you apply col'rosion.resbtanl drip edge along the rakes and eaws, coyering the ed!\es of the old shingles. This will provide a uniform and straight edge that Ivill help l'n'\ent waleI' from se('pin~ under tbe sbiogle edges. .-- ! Notch for Centering 12" (305mm) " / I Notches for Alignment to 7' the Top Edge 01 ttle Previous (1 80 ) Cap for 5' (125mm) Exposure mm ~ "NESTING" <OM8INED WITH THE FIVHOURSE DIAGO!{AL MlTHOD ("SEVENS AND FOURTEENSN) 12' ~05rn[1\) . -- / Apply Over ~~{' StartcrShiogle ~~. I I , I Starter Shi"gle I I.. I J: 111),,'0, ?---- ,'~1ov'~ ~i: . Nolch lor Centering 1\01E: Nesting is prcft'rred OW( "bridging" methods when rerooOn!\ Ix'cause nesting Shl'IL~ wal(~r hes1 and looks beltcr. \e;ting, as described below, Is an easy application ol'er square-tab a.sphalt strip shingles Ivith a 5" expOSllre, [f you are COI't'liIl!\ a different ljre or size shtngle. you may ne(il to cut hack the tahs so that nesting Is po&.ible. To do thi~, simpl} cut off the leading edge of all old shingles wh('ll they are lapped less than 21;2' by tlle new shingles. This permits a nat nested <lpplfratfon that al'oids liftrd rdgrs and ~luJ1lps. L-- English Dimension CO:'iTl:\lI:\G lP niE ROOF: I. Beginning again ",ith a fuU shingle. fI'peat the llye-(our~ pattern up the left rake. Z. flU-in courses across tbe roof in a stfpped diagonal (ashJou using full shingles. Do lIOt run courses straight across. IMPOHT....:'<f: Do not align joints of shillgles closer th~1\ 51/1' from one aoother. , g7/~ -1 (250mm) - 415/16"-. ___ 415/16'- (125mm) (125mm) ~~ 1..& ",;; ... . "'VJ": f;I'", ~ OUrs:~' ,,"'''?- " , 09 " __':-- " ~t0 '-()&:; 7~ ~ ~ ~~~C' '- ..... ... <J'}O' c; "-'.. ..~ ,OVrse r "\ ..-. ONE ROOF. OVER METHOD FOR METRIC DIMENSION AND LANDMARK Tl SHINGLES F(RUl'e 15.Ji' :v.ply afi/l/ cop ,'blngle Oil!/' ihe 51.;wt,.,. piel,"e. flush u1'tb tbe boilum IIlIa ,fde cdl.lt.s r!fl~ sitll'(t'r / .010'," - - '. "00, 131/4' ... / ! (337mrn)". 1 Notches for Alignment to 75'8' the Top Edge 01 the Previous (196~111) ___ Cap for 55/8 (141mm) Exposure _1 . Metric Dimension 2 Install caps b('ginnlng at the bottom of a hip or at ('ilher end of a rlelge. '~I'Ply a staner piere that h~l~ the bottol11 5" (5 'is' f(lf mdric) fl~ll1oy('d (Figure /5-18). Fasten the sl~u1er \\ith two nail, Incatrd about r from the rake edge, and 1- in from ('a('h side edge. Make sure fastenu"S lIsed to apply caps penetrate at [ea,t 3/4, into or through the decking. :'\OIE: To assist in proper alignment wh('n ridge I'ent is notu.sed. sllap a chalk lint panllcl to the hip or ridge along the line IV here tbe side edges of tbe cap shingles should be. 3 ,\pply a full cap shingle oler tbe sttrter (tlgUi'1J 15.18), and pla(e fa.>t<:ners at 5"'S' (61/j' for ll1etrir) up fWIll the e\pos<'d Iwllom edge and I" in from each sjde Sails mUM not be exposed on tbe finished roof. .\1l11ail heads must be driven straight and mus1 not rut into th{' shingle surfare. 12' -l , _- (305111[1\) ---I . I..~.\;j<!.. / Lay'~g Notch ~~~.~:l;;?!~;/D1I.z;.jK"~ {~~~ 1 i I I I 1 I 1.---- I-I ~ ~~~@~<... 1__ ,,~.'~------S: ............ (;~<'~. $'(72S ' - ')'V _ 'f:l?;> -- ... __ <~70' (0., - '-_ -"--v~ '//Jq ,,:> 3" . 'O'y /. ~ 1/ '. r?~O - --.....__........ ~L!:.'1/OJ - ~./?l), 7SI,.. '-- .....-:1:::::::::....-...:: ..:.:~: l.-04t.t;.rs~' ~f"-~::'::""--.....::: ....7,j:" , -------:::::":::-:::: 1.::5"0...5) , , ~.:::-.......~ 1.;>1709/ i '--...... ..........-..",-- " COt;, --::.~_:- ' "' ~S'6' The same m('thod used for dean.deck appUcation of thl.'se shingles are used for rOOf-OI"CI"S. Application of these slringles (Jf" English dimt:o- s.ion shingles is not recommended - due to the high cost of workma.n- ship and grt':ller risk of 1I"0rk(1' error. ............ Figure I). f9 : !'arb Shad Oil! Ridge sblngle has rl Cl'fIIe1,ug flOl<'h and IU'o ,\1'dl'-a/(~/llIIel(1 fwlcbe,f 10 beEp l",wre pm{X't' jilacemef/t HIPS AND RIDGES --..-- Figure 15.15: Fire-Cuurse Di{/f!.lmaI,Ve~vted. SHADOW RIDGEw A<USSORY SHINGLES FOR HIPS AND RIDGES SHRUR COtRSIi: \. R"move the tabs and the top l' from standard sdf-S('~~ing shingles, lea,ing 5" by 36" strips. 2. Cut 7' oft' the length of the first strip, apply the 29" remaining piece over the old first COlU'Se at the lower left corner, OH'rhMglllg the rakes and C'JVl'S 1;'2' if drip edge is used, or 3/t" if nO drip edge is used 3, Contlnue with full-length sta11er shlnRJes along the eaves Shadow Ridge shinglcs have an accl.1lled shadow line that is designed to compll'm('llt these ~hingles. Simply f(lld along the pre-cllllines and dftach indlvldual cap pl('('es. Saw valuable installaUaa time l'omparPd to l'utting j.tab ShUlg1es. 5' tI25"'''''') EJePOSur& \--- .\ ~ t.I,/" :t l" I;r~:!ll/:';' t~..~'2:"<,;:.:~~,<:;/: 5'l125(1~) e:xpOSU' 8 ~-_......\ '~'~~I~ ...,~'~' ~"~W~1 I~~'.~~'\~'~. ,.:;~>i".0~'.~>~.' ~..".i::~.~",~~;,\.:,:,~.",,~ \,~.j. ~~S'~s.'.~~~' '~. ~~.*:"~0,'~~~ ~~~~?~~" ~~ ~.~ '.....M_' p.. ~;~',~ ,~ '.~~,<;"$:~, ,'$:;. 'w~'t~m~~~* F'~~' "'''''' i ~ ---\' i1.~!lre /;.20: C.'" la)if/g l/u/eMS 10 (<'lIier sbilff,ites un bips alld ridge<. and tn lOCI/Ie tbe 1"0"'1'1'('/ l'.tlXJ.'ltJ"e. -" 1ST COlRSE: I, The first-course sll1ngl€S are made of full LandMa.rk shJnglcs with 2' cut off the boUom of lllC tabs. 2. Aliglllbe first.course strips with the left ilJld lo\\('r edges t1u~b with the starkI' cnur~e, ~ Flgll!'f' 15.16: Shaauu' Ridgt! accessory sbll1gk~ detach easilyfrom tlJ1"f'{'.pl.>ce iiI/itS to make :'2 Inditidul11 cap pll'ces. ~ /f -- Figllri' 15.18: "L<tall ctlf sbingle.! at their co;m:t px{Yr."wY' III/d ma'/' all filO1ene"s 113 1ft Cb((p/~'i" 15 C B R T.H ~ TI! E D S If I ~ G L B H P L I C AT 0 R' S M\ N Ln O}(tf't~'r 15 C E RB I \ T E B D S It I :'< G LE .\P P Lie .n 0 R' S ~I.\ ~ Ln .......... ONE ClEAN. DECK APPLICATION METHOD fOR METRIC DIMENSION (131/.8 X 3831.") AND LANDMARK TL (13W' X 40") SHINGLES --- F1VHOURSE DIAGONAL METHOD (S~'.. A!{D 111/.") PREP\RI\G TilE DECK: . ;\ppl)' underlayment as required. C{'[1ainTeed sllggests that a layer of shingle underlaYlllCllt he :lpplied. For It Ore rating, underlay- ment is grneraUy reqtLired. Apply' flat and unwrinkled, . Snap chalklines to assure shingles will be corl'l'Ctly aligned. Expose all shinglcs 5 %' (143 mm). STARTER COlRSE: 1. Usc Cel1ainTt'ed Starter (pre-fIlt 10' x .l,Sh'), or three-tab sdf- 5ealing shing1es with the 10\\"('1' tab pordons removed, Be sure that the starter shingles aJ'e at lea.,t -: %' in height. (l'Igllre 15-9). b.. . "'"OC 50 i" " I, 5,./r." ------------- . -- .. .. ... 'f .... .- .. T ..... . - .. .. ;n_ IRe rn 0 v e:1 the s a p;i 0 r t 'on s I 1_ __ _ _ _~I_ ___ __J_ ___ __.J F(I,'Ure 1.5-9: Make ,.Ii#'I,.,. shlllli1es IlxlllIN! 75;8' ill bt:igbf. 2. For the first starter, cut 55/8" from one side of the starter shingles. 3. .~pp!y the rt'lllaining piece to the luwer left corol'r of tbe ro<)f. Make sure thcre is 1,'2" overhangjn~ the rakes and eal'es i1 drip edge is being used_ [f you are not using drip edge, make the over- hangh'. 4. L"Sl" fuB lell},'lh starU'r shingles for the rrst of th~ cou"c. H1 <ONTOURRIDGl" -r I- I 8'/~' 1210 mill) 111/2' (292 mm:, 1 :- 12. (305 rrm) -'- ._..1 , Fo'ded Edge \frQriof cap) figure /5.21: 71x~'I! are 30 cap slllngles per oundle ofCo/llow'f?ldge that com'S 20 lincar fi~'1 v/ bip or rllf.f!,e (II all 8" exposure. APPLICATION IS AS FOLLOWS: 1. [nstallthc fir~1 cap ill the ('al'l'S for hips and ('pposite Ule pm'ailing wind ftlr ridges. Fasten with (me nail appUed on each side of the cap shingle 8V4" back from exposed t'nd and I' \lp from the lower Pdge. 2, .\pply tbe next cap shingle so the folded front edge covers the sealant s!ripe resulting in an 8" exposure. Fa.'-lcn with olle nail applJcd on earn side of the cap shingle S 3/4, bark from t:.\pused end and I' lip from tbe lower edge. Fa,o,tenl'rs uSl'd to apply caps mllst penetrate at lea.'o1 3/4" Into the roof deck or completely tbrough. - Aj)pro~. ~ AiIIl1l: '\ \. (2Q~).\_ \ ~~ ~\\ ~\. ~~~;:~:ail \.. ~ \'l.\~'$.-- .\ \ 1/4' Overhang (6 ml1) Fig /5-22: Tbe extra exposure Imd thickness of COli tour Ridge enbal1ces the l'Oofli nes IIlId Sill:es i /1..\11/1""1011 time. 3. Continue in the same fa.,h.ion ll~i:lg (he s('alant sllipe as a gauge to install cap shingles al all S" exposure. H5 146 cO ~ i ~ ~ ~ ~ Ul~ 1i a.. ~~B ~-~ ~ ~~~ i I t- ~~~ ~ . ~ U ~:2~ ...~ !.<J ~ ~8~ ~~ F ~~Ul ~c ~~ ~~~ ~~ z ~~~ ~B ~~ ~~g ~~ ~~ ze !Vl ~~ ~~~ c~ fJ~ :i3 ~~ ~~ .AI~ .,~,.::;~ ,~t '- ...,; ~~ cj Z N t:) 2 co z o~ ~ CO~I? ~ ~~~lB~ z x -;;;,cn~ t:) ~ li...-;;;, . z CO ... In W q ~~euJ -=J 0- oJ V .. Q: 1~ t:) 0- W I- Z . . . METRIC DIMENSIONS 13" 123/4" 13" 1-(325 mm)-- -(319 m)-- -(325 mm)--i -.I-1'(25mm) Sealant 1"(25mll)-j _ -l-------L-_--- . ~ ~.~-:~ .~ [T,\ ! )....~ \j(--h (/ ~ Zu. s - 8 C ~ ~.~ ~r ~ ~ ~ ~ ] r.- E~ ,oooC V C r.f) 0 tt:~~;'lei') V; "';: I-< C!:: ~' t o;v 5b0'l r I ) ~ ~ ~ t'-. t'-. .~ ~ _ ~J3 ~R:R::~o ~ ~ ~~~ ~~~I~'~ ...9:l ~ 's ~ ~ ~ <( ~ I- UC'lr.f)U~~ :fl: wWw ~(9u <(~~ :::>00 5S~z CtJ 0) o o I C\I L!) I r---- ~ ~ L!) ~ >- 0::: o ~ z w > z - \I) \I) ~ z -~::.E -~::.E cx:O @~~O~t10 8f2~ ~~Hffia:~ffia:cx:g~~ ::JoX::.Ezu..::.Effio~::J~ ~iiJ~o ~o~O' 8~ -1~2:::J~oCX:f-'~~U-1 ~f-'<(;:2UJ~~UJUJ~~<C ~~~~5~~~a~~ o ~ u.. 0 o o \..0 OJ .~ 0 '5 ~ Z(f)~ o .~r--. ~-o ~~ ~>OLJ'l >ffi\O' ~ OJ CV) fB L..I L. cv.) r--. g:~~M ~ .~ 2iC6 ~3~~ .H- z o o \..0 II ~" , .; .... ... ~ ~ Vl C o 'Vi '> (]) ct:: en ~ (]) > --- \ ?" '. ). <~ (70'0 .~ '11. ~ ~~ 1_, ..... 007/ I + ;"'t. _ r~ . /~~~~~ '.. .):. ~/::------ t -----....-0~ -"" ~~ ~:::~ ~r- ~/ r------ I , I 1 '1 1 !,fly s,; . I 017 SII'J;~Ples 1 "rea. I~r ra ;1 _ a/7I)" across :1 ,.t._ ao? 01710 //,1 ,,//~ I '/0117117 IS' I al/B.;. 'Cl roO/ 'SI,<,,/: al!?,,' ,_ I . '?O$ >-=:. I f'/Oa 00) ......;::;. 1 <" <9de~ I '" ~, as. (:;00' "'.1 S.?l L I... ~ :O';,fl'i /11) 1I'l~ '7U/6' liJ ... ~ _ '3()/!/lg C!Slr0 a ... .... ... ~~;-:,~ __ - C80ot?1. 0/ ....~. CUI \~lo"~ I?i~ .?"(:~ \\ u.o.o:'O/la/~ 7;;0/0) _ ~ ... 1r;;7J11? 'r CO;/l&) ;r ie:;;ve~\~............ ~.... 't?o'S1/~r;:: ,..-<:: ~ ~ .... ~ ,,--------~~ I'~~~";' vlJl~., ~...... <" ('lIll",' -------......... ~ So ,,:eS ......... " bal;k I !tll) - 'Iall rQi1) tee f:'1 'Ito,r)in~ - - .- I 3: Q) .- > +-' en Q) ~ () Lt') o o N - - CO $ E 2 Vl 1- (]) > o -0 C <( w ::E o~ o~ ~a. U SHEET NO. o - (() S8AJ ("f) ~ ~~:T ftOOsDA1E ...J >-1- ~z w ~~z W~OO UdUtn ~oz~~ 08 0 Z~ or:( P.i:>Q. ~:>:E ~UJ~~ j:1)I-LlJ (,9 1-0 I- :E ~ .....0 cc: z 0 ::c >- ?:c ~ (I) a.~~::) 06:~~ Ul:)wfr o..z ::!l~ ~:E i i I 1 ~ o u w :E o ::c (I) ::) lJ) o o N @ , L- 4" -f- r "'F w~ .. w~ ~ 14" TYP. t-!- 14" TYP. Lf- - 1 4"_f- r 14" TYP. tf- 14" TYP. ri- w~~ 14" TYP. t-r 14" [~ Description Single Single Single Single Single Single w/sl Single wlsl DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DSI-222 fiNAL ANCHORING OF /I. WOOD FRAME' UP TO 5'4 X 5'8 SINGLE: INSWING UNIT W/WO SJDEllrrS PRODUCT ACCEPTANa No.: DS/222 --1 t-6" , 6"--1 r- ~~, <b (f)- f}- -~ -@ 'D' -(1) (1)- 30" ..!A ' ~ -<!) ::@ -(1) <!)- - y;- -i- (1)-: .B'--... r'[' l'B4 !..f 2 :1 30" -(i) (1)- ~I-f -....!.A. ~ii cp (1)1- _ G. 1ll'f ill'::J l- 3 #10 x ~ 1~R.4T HUD 4 #10 x 1 3/4" ~f HCJD 5 no Il 2" S fUlT HEm 7 n 0 x 3" PHIU.JPS fV.. T H(I,D ,. ... --1 t-' 1/I.f. 111--1 - f ~Y~" TYP. 1 1_1 (j) 'f'{iY7 ~~ lv I "'-'D' <b \D' <D- 30" ~ <!)- 'D'- I € 5 1/2" r-y- 'B~.. e-~f (1)- ~ 30" ":C' -(1) 'c .... _'A' w 9--.... f: r-!A' ~<f (i) 0 .iL ~ --l l-. 111't · 1('~:.l - I '5' 9 7/8" ~I:-- - I _~lr.~A{J r.:tr..... IW_ ~' W -'1'-"- . ~ "rr HINGE DEr.~1L .tQJL; WfO/ SIOflJIl IS A1T.'QD TO ~ ~." I@ $CRfX. IIVST at lISCD I:IS1'r)iJ OF A ~ ~ mo A ,Q:) SCM:YI ~ SCREW SCHfOOlE. . 'E'"""" · ~ sa l.OCJ( J,fFrJ. - j, INSTRUCTIONS -~ V0 .. "r LATCH DETA/L ~ SIOOJTE IS ATTACHED TO I,.4TCH .w.re use #8 )( 1 3/4" ~1l..l.JPS ;u.r Hf'.AD sc;R(WS IN SlRHCt puyp. N<<J I (4) $CR{W INI'tXE OF I ill FROW $dlEW SCHEDtJtL f'-~ ~i'~ ". ~., 5~}\) ~~. '. UK '---....., ~, sa L~ ~ ~ ( ('E' 1::-',' '-~ /foIswtl>JC 1UR~D ~,t) ~ 1URc;HOlD .. (~) r:r ~ RARR!~ Thr. 1<1 Size: up to "4 !( 6'1 Product Acceptance No: D51-121 . ~. (wood jllalb) Confil\uration; 2'0 2'4 2'6 +80 -80 +80 -80 .80 -80 x. OXO, XO, ox 2'1L )'U +9\>" -SlJ .-.'30 -80 +(,() .{j() +(;(~.(,() ~S6 .(J7 +50 .~.q ..: so ..60 . ... SO .(1.> Siallo Opaq~ WiSidclites SinJle Ol.L,d WiSido:liles (VOor donllOl m<<t MissUtllmpact) Test' 210-19S7. 210-2024 +75 -80 +64 .71 ~.71 w,. ~.: Nan v. Pluticsl Plastpro LiliTlJ~ton. 1'1) <)7039 NAN YA PLASTICS CORPORATION IPLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROY AL TEST RESUL IS lNSWING: Opaque and Glazed Max Door size: 5'4" x 6' 8" DESIGN PRESSURES OPAQUE Du~rlDtlon Single Single Single Single S io.gle Door Size 2'0" x 6'8" 2'4" x 6'8" 2'6" x 6'8" 2'8" x 6'8" 3'O"x 6'8" DrawlDll # 99-01 99-01 99-01 99-01 99-01 Pressuru +80 -80 +80 -80 +80 -80 +80 .80 + 80 .80 2'8",x6'8" 3'O"x6'8" +60 .60 +60 -60 99-0 1 99-0 1 Sbgle w/sl Sbgle w/sl Configuration: X, OXO, XO, OX Test ASTM E-330-90 MMA 1302.S ASTM E283-91 ASTM E33 1-96 TESTS Dtscripdoa Uniform Sialic Air Pr~e Farced Entry Test Loeatfoll National artified Testing Lab Orlando. Florida National Certified Testing Lab Orlando, Flerida National Certified Testing Lab Orlando. Florida National Certified Testina Lab Orlando. Florida Tu' Date 1 1103/1997 04J() 1/ 1998 1U03/1997 O4Iillll998 IUJ3/1997 04I~1/1998 llIa311997 04101/1991 Air lnfiltntioo Water Penetration Product AcceptanceILabel No: DSI-222 ..... ,:.< 1 ]. ~ C!: ~ <:'i ..... ..... ~ i:f --... '" :.b ~ ~ ,- ~ j ,- i ~ ! 2 ~ .g ~ ,- :') GLAZED Door Size Pressures 2'0")( 6'8" +75 -80 2'4" x 6'8" +64 -77 2'6"x6'8" ~0-71 2 '8" x 6'8" +56 -67 3'0")( 6'8" +50 -60 DrawiD2 # 99-04 99-04 99-04 99-04 99-04 Description Double D<>uble Double Double Double 2'8" x 6'8" +50 -60 99-04 3 '0" x 6'8" +50 .60 99-04 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DDI-224 FINAL ANCHORING OF ^ WOQD FRAlA[ UP TO 6 '0 )( 58 DOU8LE INS....1NG UNIT PRODUCT ACCEPTANCE No.: 00/224 6" -11 ~ f::@ 0 I "'-'B' -cD 4" TYP. L-- rf- 14" TYP. n-~f ~f- 30" 14" [, TYP. r~ L -(f) ''"F~ B-I-E "T~ ~. -0 14"TYP. -0 L ~ f ~ -~ --..!.A' 1--(tJ .JL . 1.(1" ....!A ' =@ -0 f 6"1-~r8" f 1 'DV I ~ 0- J.tQ.ClM II 1- =( -<D @= 0- 0- o (!> 4 (!)= 0r I Y -,0-=-<q- 41.(a:JJ-1 l -J L ~1./a- t 4 1/2'" t- j f-- ~f 'Bt_ $CkE\O' S<;H0XJt.L 3 10 x 5 8" PHtUJPS /1.A r H(N) 4 10.11 1 3/4" PH/UJPS r~r ~ 5 10 x 2" NI/tUPS /1.A r H(N) rt 10)( 3" Pl11wPs rL-< r H(N) 7 I @~ 91/8" ~rrr~J @ e-~t&Ju . , ........... "8" HlNCE DETAIL ~ "IT ASTRACAL PLATE ---l- ~ sa UlClt ur-a.oJ. 1O/11lM1'a<s "'\ ~ -4 we- LATCH DETAiL ~~ ~~~ ~ '-~ "-. 5~'2"~ ~ ~ "- ~~L---~, ~~~~ i'lSTRl..CTlONS NAN Y A PLASTICS CORPORATlON I PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROY AL TEST RESULTS INSWING: Opaque and Glazed Max Door Size: 6'0" )( 6'8" OPAQUE Door Size Pressures 4'0")( 6'8" +74 -82 4'8"x6'8" +64 .70 5'0" x 6'8" ~o -66 5'4"x 6'8" +56 -61 6'0" x 6'8" +50 -55 DrawiJllll# 99-08 99-08 99-08 99-08 99-08 Connguratlon: XX Certlfylnl }lorld. En&lneer Tut Report 1# and L/ceD5e Number 210-1987-1,61''1 Barry Portnoy 210-2024- 't,'1jv P. E, No. 16258 210-19 8H z.}, '1' Barry Portnoy 210-2024-V, r, ~ P. E. No. 16251 210-1917-I,l.),y BarryPortnoy 2. 10-2024'~(b P. E. No. 16251 ( 2\ 0- 1917 -I.l,ltt Darry Portn<J)l 210-2024'~_.l'&No.1625L- ~/if'/ MfJf~. Test ASTM 8-330-90 AA.\1A 1302.5 ASTM E283,91 ASTM 8331-96 DESIGN PRESSURES Desuiption D<>uble Double Double Double Double TESTS Test Loeatroll National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida National C<<titied Testing Lab Orlando. Florida National Certified Testing tab Orlando. Florida DtKriptloa Uniform Static Air Pressure Forced Entry Air Infiltration Water Penelration Product Acceptance/Label No: DOl-H. Test Otte 10103/1997 04101/1998 10103/1997 04/01/1998 10/03/1997 0410 11199& 10103/1997 0410111998 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8SI-226 fiNAL ANCHORING OF ^ WOOD F'8^"'E UP TO 5'+ )( Iro SINtllE INSWING UNJT W/WO S!Dt:LlITS PRODUCT ACCEPTANCE: No.: 085/226 (' L-... r-f- 12" TYP, ~f-' 12" TYP. ~f- 12" TYP. ~~, 12" TYP. ~!- 12" TYP, ~!-. 12" TYP, t-f-- 12" TYP, Lf-:' ---1 r- 6" f 6"0"1 r- ,..::J(f) 1 .@= ,.. l=~ Q:) ~ (f)- '0' 25 1.(2". --(i) ~ -<f) .:.A . r'-f (f)- '9L- (f)- 'B~- ~ (f)- f- 5 1/2" I f- t (f)- 'r'E' =F ~. G ... t:NJnI u.E . 10 x 5/8" IUT HOD 4 10.11 1 3 4" I'!11I.U>S IUT HOD 5 10 x 2" '" fUT HOtO T 10.11 3" "\lC.lA"S 1U1 H(N) ~l' ~~ rHSWI~ THRfSHOID L- rf- 12" TYP. ~~, 12" TYP. 25 1/2" ~f- 12" TYP. a- i-f ~f-' 12" TYP. 25 1/2" 12"t; 9-~f ~~, I 12" TYP. 25 1/2" 12"tp~ l. 'f _ Lf-:' -tA'r. t: 2" TYP. -.1 t- -'1 r-' 1.(I"T · 1/:1"'""'1 t H '1 r- 2" TYP. 1 1_1 Q:) iX7r7 ~ )0 "'-.. D' cb ,. I .. 0- 0- (j)- <D- '-'0 ~0 o ~(f) '8'- i E 5 1/2" -f t Hz> kD I--'C' ~\) /1'J.SWtHC THRBHOlD 0- 'e'- CD- (7) (7) ~ ~ -. 10 1.(" t . 1.(2;~ I.- I-'A' ,-,(!) 7)( 7'i. 7 (~oI) r:r-- "" ~ ~f:R TRIT T/"uh",ld r @)~ 97/8" S:-jIi j.~J ~=-~ET ~ N g< BlllGE (JUA1L ~ MiDI ~~'K:HCJ:> TO HN;i: ",.,.,. II 4 VU$1" K IJS(O OF'" 5 $CIl(W NolO II I 7 !ICJI;f;(I ~/!(11 $CHUXAL '('""", . ~ ~-<il vv II' "e- LATT:H DETAil. ~ WNOI ~ /$ ATTJtCUE1> TO LATCH Jj.U(J lISC 8 ~ 1 3/4" PH/l..LIPS Ft.;.r ~ ~ N Sl1llIC( pu.~,' NKJ I 4 SCRCW NI'tX! r:# , W rnou SCHroUlL 'B!""" 'C t... ( .r'(' .. Size: up to 5'4 x 1"0 Product Acceptance Nil: D8SI.226 In.swinJ (wood jamb) C onl'iCUf1lt.ioo: 2 '0 2"4 2'iS +99 ,99 +89 -n +&4 -M Sin&le Opequ.! WlSidoli1eS Sir.,Je Gt.z.cd W/'Sidelila (I)Qo< ~ _ ll><=d Mi..ac Impll<t I Ted 2\0-2(U4,4.5.6.11U 1.12 +99 .99 +89 -89 Mf&. by: Nan Ya P18$lics I Ptallpfo + 84 -34 NAN YA PLASTICS CORPORAnON IPLASTPRO, INC. DlSllNCTlON FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max D<>or Size: 5'4" x 8'0" DESIGN PRESSURES GLAZED Door Size Pressures 4'0")( 6'8" +74 -74 4'8" X 6'8" +64 -64 5'0")( 6'8" +60 -60 5'4" x 6'8" +56 -56 6'0")( 6'8" +50 -50 Test RePOr111 210-1993 210-2024 210-1993 210-2024 210-1993 210-2024 210-199) 210.2024 Drawlnll N 99-06 99-06 99-06 99-06 99-06 OPAQUE Door Sizo Pressures 2'0")( 8'0" +99.99 2'4" x 8'0" +89 .89 2'6")( 8'0" +84 -84 2'8" x 8'0" +78.78 3'0" x 8'0" +70.70 Dra",'ID2 # 99-01 99-01 99-01 99-01 99-01 DescriDtloll Single Single Single Single Single Description Single Single Single Single Single Single w/sl 5'4" x 8'0" +53 -64 99-01 Single w/sl 6'0" x 8'0" +50 -60 99-01 Single w/sl Single w/sl Configuration: X, OXO, XO, OX TESTS CertlfylDI Florid. Eoglneer aDd Lli:ense Nllmber Barry Portnoy P. E. No. 16258 Barry Portnoy P. E. No. 16251 Barry Portnoy P. B. No. 16258 l3arry Portnoy P:~~~fef Test Date 04/01/1998 Test Lot Itloll National Certified Testing Lab Orlando. Florida National Certi tied Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florid, National Certifled Testing Lab Orlando. Florida Test ASTM 8-330-90 OexriDtloa Uniform Static Air Pressure F creed Entry 04/0lM9B 04/01/1998 0410ll\998 AAMA 1302.5 ASTM E283-91 ASTM E331-96 Air Infiltration Water Penetration Product AcceptanceILabel No: D8Sl-226 ,~ -........ ~~, 5~'~~~ " SEE LOOl-~~ ~-- ~~~ INS\!o\'4!:: mRBHt'JI'I) ~t) INSWlNa n~ (~ ~ ~ X. OXO. XO, ox n )'0 +78 .is +70 .70 + 5J.}4 ~.O I ~~ .QO +78 . is ..")Q .70 ..5),3-4 -64.0 I "~.QO liv\npton. I'll 01Ol~ GLAZED Door Size Pressures 2'0" x 8'0" +99 .99 2'4")( 8'0" +89 -89 2'6" x 8'0" +84 -84 2'8")( 8'0" +78 -78 3'0" x 8'0" +70 -70 DrawinK # 99-04 99-04 99-04 99-04 99-04 Description Double D<>uble Double D<>uble Double 5'4")( 8'0" +53 -64 99-04 6'0" x 8'0" +50 -60 99-04 Test Report II 210-2024- 4.5.6.10,/1.12 210-2024- 4.5.6.10.11.12 210-2024- 4.5.6,10,11.12 210-2024- 4.5.6, lO.II,12 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8DI-228 FINAL ~NCHORllY{J OF A ....OOD FR"-ME UP TO 5'0 X 8'0 - DOU8Lf INSWING UNIT pi;>ODucr -'CCfPf,4,NC[ Na. 01301218 ---j J6" f ~~ ~a -6" ~ 6"""1 r- 6"-1 GY L.. 4" If- 12Urf.- _ If 12" TYP, ~f--' L 12"~~. ~l f 12" TYP. 12" tp~' f}~r 12"tp~' I 12"tp~ ~f ~~ 0 0 Lf;-: - -!.A' 1'10 T T I I .J W 1/2- ! 4 1/;-;.J- L '""-' D' 1- 0:: 0)- ~ -0 =0 -0 -!.A' 0- 0= ~f-. ~51/2" 'C' ~.=- ~ -f-.. .!lliQM; 0 - 0= 0- fl G- -0 =0 -0 0- 0= 1- -J L'1/2" f I I SCROI SCHfDULE 3 '1Qi' 5/8" PHIll.JPS FU r HW 4 10 x 1 3/4" PH!U.JPS FUr /1UoD 5 10 x 2" PUftLF'S Fl.). r Hu.D 1 10 ~ 3" ~ FUr fj(),[) I = 9 1/8" ~'t-..... rv- ~~~J (J>"-- ....!..U-T ;1->J -~~" ~ t.bcw ..rrlL~ ~ M~ _~ "C' LATCH DETAIL hEr HINCE DEU.lL 93 'i'--~ I\) ,~ ~~ ~, ~~'1 \.) ~ ~ "-. lMf: ~/~~"- ~~ JNS T1>IX~ WU' ASTRACAL PLATE NAN YA PLASTICS CORPORATION I PLASTPRO, INC. DISTINCTION FlBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max Door Size: 6'0" K S'O" DESIGN PRESSURES .~i~ ~I~~\ \"h_ "1t"flr. ~'7...~ -""" <3 z ~ ~ ~ ;~~ ~ ~ I=a ~ I ~~~ ~~ ~ ~8~ ~~ ;; ~:~ ~~ ~~ ~~~ ~~ ~~ ~~~ ~iii oi ~z8 I!!! ~~ t:j~1ii CSt: a!!! ~~3 ~~ ~: a Nco ~ ~~ ~ ~ ~~ <? ~ :~:!~ ~ ~ li~n- . z CO...-III W d go",;,s,w a.:..JQI" ~ ~~ ~ a.. W ~ Z . . II I \ ~ ~. ~~-~ rI~ ~lrl LW- - . ~~ ~~ .... <t - V;~ ~ rl\l)~ .... ) r "" J r-.- i- ~ l/'ISWINC lliRfSHO!D www OC(,9U ~~~ ::>00 g~z ~ ItjS~ T>iRLSHOI..D (0,,-..,1) ~ BN?RJfR -FRfI: rlw..- OPAQUE Door Size Pressures 4'0" X 8'0" +99.99 4'8" x 8'0" +89 -89 5'0" It 8'0" +84 -84 5'4" x 8'0" +78 .78 6'0" X 8'0" +70 "70 Description Double Double Double Double Double GLAZED Door Size Pressures 4'0" It 8'0" +99-99 4'8" )( 8'0" +89 -89 5'0" x 8'0" +84 -84 5'4" x 8'0" +78 -78 6'0"x8'O" +70-70 Drawin2 # 99-06 99-06 99-06 99-06 99-06 (V) en o o I C\I lC) I I'- ~ ~ lC) ~ DrawlD2 N 99-08 99-08 99-08 99-08 99-08 Configuration: XX CertU')'lol florida Eoghlter aad LlceDse Number Barry PartMY P. 8, No. 1625_L_ Barry Portnoy ~No" I625B BII.'T)' Portnoy P. B. No, 16251 =t Barry i'ortnoy P. E. No. 16258 f fJ.rrJ I, ,tV Ttst ASTM E-330-90 AAMA 1302,S ASTM E283 .91 ASTM E331-96 TESTS Oe~rlllt/oll Unifonn Static Air Pressure Forced Entry Ttst Locatloll National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida National Cartiliod Testina lab Orlando. Florida National Certified Testing Lab Orlanoo. Florid. 041011199B Tut Date 04101/1991 Test Report II 210-2024. 10.11.12 210-2024- 10.11.12 2l0-2024- 10.11.12 2\ 0-2024. 10.11.\2 04/01/l998 Air Infiltr Iltion 041011\991 Water Penetration Produd Acceptance/Label No: D8DI-228 Certlfylol Florlda Eoglnter aad License Nllmber Barry Portnoy P. B. No. 16258 Barry Portnoy P. E. No. 16258 Barry Portnoy ~~~;:' ~ P. ~:; rJt! >- 0::: o J- Z W > Z - GO I ~ ~ i U !!! 3 s o .2~ ~j ]-g ct;o~:~ (j') 0 li: ~ <'l i. ;a C"') ~ C!: ~'i 0'1. SoO'l ~ Ij) ~ t-. ~ I'~ ~ ~ ~ ~RO'IiIj)O ~ .... ..... I ~ ,."'d 0 ~ (j')..... t-. t-.I . 0 Ij)~'~ ~~~:~~ o <'l (j') 0 p..; ~I ~:tl: Vl Vl ~ Z -z -z C!:O @~~~~~~ 8~g ~ g ~..dIi a: ~ ffi a: C!: 2 ~ ~ ::>O'X::E:zu.::E:ZO<(::>~ ~~~Q~OQ~QLUR<( -1~g;::j~~C!:~~~ts::j ~~<(~.....O fi<(<( Q~<(w~S~~~~5~ 1:( 1) Oz ~ ZC!: ..... u. Cl o o \0 OJ ~ct> :J~ ZV>Mr-..... o . Ti-I r-..... ~-CchN ~~~LI) >(0\.01 ~~OJm~ ~OL.m'-U , O' r-..... %~..cO:M :E~CO~ ~OJE~ 3: co .H- z o o \0 II Vl C o 'v; '> ~ (f) ~ ~ - - .- I ~ Q) .- > ......, (f) Q) L. () Lf') o o N 1.- Q) > o '"'0 C <( --- --- ~ E ~ o o ~ () o - CO w ~ ~ z z :5 a. SHEET NO. 59 ("i) 0) ......, o ...J LAST PLOT DA TE Mar. 22, 05 ~~ zUJ WH~~ U~Uti) ~::)z~ o8~o Z~~c:{ a.::> a. ~::>~ I-UJUJ~ :::c co J: UJ 19~~~ I--IO~O ~ZBI >- ?i ~ V'l Q.~~::) O~~~ U~UJ" a.zu.. la~ J:~ ~ a: ~ 8 UJ ~ o :c IJ) ::) an o o ("oj @ SINGLE rlUNG MASONRY (FLANGE) rLANIZ TYPE '01 LN 00\{ f ~ 4ME HEAOCR GlASS _______ (JVp.) CSt[ NOlES) /' BR <BUCK !1[!U!,Tl r--1 fLANGt H;'>t / Ir'INDO'. fRhf1f ./ ULL PRECAST SILL ____--; BY O'Hl~S ~ 1 ~ l SECTION A-A I--;:v -l VIEWED FROM r ,t 7 h E EXTERiOR I 1',-, J B K B V~ F G LJ ~ j A....J ELEVATION IMPORTANT INfORMATlON &. GENERAL NOTES These notes are provided to ernure prt.per iI1~1ani1tion <A flurida E.-trvder<J Mlfe;tu'e products and must be folk)'''''''' fully, --(?,.!Cl~'rDT~ ---~ h.. [)NE BY "'JOD lNSTI\LLi\T1CIN A~HCR LC~ 9l(:1( n (FI.j[i(S 3/16' O:A. T APPl:1l: _____ I> I) Sl-IlM AS REQ'O. AT EACH INSTAll.ATION ANCHOR WITH LOAD BEARING SHIM. MAX. eNO' [ 6 ~ 1l (N]l!: 12) AllOWABlE 9-lIM STACK TO 8E 1/.". S~lM AS RtQ'1l ~ 2) VSf SIUCONIZED ACRYUC CAl..ilI< IlEHINO WINOOW flANGE AT HEAD llAMBS l/4' HAl<. ~ "-.. SILL M\)ST Elf ATTACl-iED TO THE SUBSTRATE WITH \ll.JLKEM 116 ADHESl\iE CAtu( OR R'G1D \-NYL <SEE'IOTES> -..............'-...... VI AN>ROVEDEQUAL APPUCATIONOFVUU<E1H16A01iESN!CAUlJ(ORAWROVEO GLAINCi !lEA.o ~______ ''''" . ( If?> ----ag_ - EQUAl A 1 fRAME SILL MUST CONI'\. V WITH stAlANT tJNJtJr f\CitJRtR'S - 1\ \~: RECOMMENDATIONS. f:-X', f::-:-:;;,:?,6, 3) V~ SIUCONllEO AaYUC (AVlK ,QR PEP1MEml SEAl. MooNO EXnRlOR Of G SS 'I Q L.k./ilNDOW AA'K>E /\.NO TO SEAl. HEADS OF INST/Il.LATION fASTENtRS. (l r fl'Y SlE ~1s>""""",,- I V - 4) FtO~ OA EXTP.\JOER.S lOOO SERrES Sl~e ~1lJ'1l3 IS SHO\VN. nus P!UNT ALSO ~ APPlIES TO THe FtOIl.lDA EXTRUDERS 1500 AND LOOO 5ElUES SiNGlE HUNGS. ,LANG!: TYf'[ ___ 1 ~ 5) WINOOI'I fRAME MATERIAl: ALUMiNUM IIllOY 6063. Io'lNDO\I ,Rr.M( - ! J :;}. JAMB CAUlK Ilt:f'w'H.N po ~!J~I~~lIQt(IN$I>M:JJQ~ '.I'lDp'oI rLA~( F'lR,~E1LR : '.; ~ JODO 9UCK ellUlK'/ GENERAL: "'.'J. BY OT'tf.RS / ('",INl1C'" '0I1.oTFl'~:' . 6) NAIL ATTAOIHENT 01' 'ION-STRlK.n.Jm ONI! 6'1' BuCl< IS 4' FROM EACH CORNER nxco BY 0 HI;!.S -- C....Ul.K BE T\/tEN 6. AND 8' ON CHITER. USE" HARDENED 'f-NAlL' \'I1TH ^ 0.097" DIAMETER AND I 3/8" 'Jf.JOD BUCK , LC.~ LENGTH (5i8" EMBEOMENT}. A HARDENED "MASO'lR'1' NAIL' WITH ^ ().l48" DIAMETER ~~s~vT~~~nIG AND 1112" LENGTH (3!4'lMBEDMUH) OR (-Q'JlYALI.NT, FOR ALT[Jt,<<TE SKllON CCNeRE H: CR --.J A-NB-!l, USE A 0.113' C>J.AMETER COI>lMON W1~.e NNl WITH A 3,'4' E~'8ECMENT OR MSiJNl<f OPEN] N'.j EQJ!IIALENT FOR NA!UNG 'ION-STRUCTtiRAl ONE BV B\JCK LNTO A TWO flY BY OTHE'!S STRUCTtJML (J\)O(. & 7) APPUES TO ALL NON-STRUC11Jm B\JCKS LESS TWIN 1112' TlilaNE$S. NOT INTENDED TO L1I~Il TO NOMlNAt. ONE BV WOOl) !lUCK OIf..V, lJlICl\S GREATt:R THA." I' NOlo11MAL (314' THICK) A~D LESS THAN 2' NQI"INAL (Il/i" TH1ClQ WILt. PEQ,llRE ,6, NAIL LENGTH SUfftcllN1 TO MEU EJ.1eEDMENT RJ:QvI~Eio'IENiS OF NOTE 6 ill S) ALL INSTAlLATION ANCHORS M\)ST Be MADE OF CQ!>.oosIO~ RESISTANT MATERlALS OR HAVE ^ (;(JR.ROSION RESISTANT COATING API'UED SIJI1ABlE FOR THE ENVlRONl>1ENT ANO/Oll. fRAMING MATOOAL. WHI:RE ANCHOR.S ARE iJS(:D IN P>:ESSlJI':E-PR!:SER\' A' !liE TIlEA n:D WOOO, THE W<XJO SlJPPtltlt SIiAl.L Elf CO"lSlllTtCl FOR RECOMMENDATION OF ANCHORS COMPATIBlE WITH THE PRESSlJRf-PREStR\'AT!IIE TII.EATME,'lT PROCESS ustD. If) AlL flELD SUPPUED HOUS I N THE f AAME (l F REQvlREO) \'I1U Elf 311 G' IN DlAMETtR. 10) WOO/,) SCREWS SHALL MEET ANSI B 1M I D1I1E'lSlOML P.fQ,lIMME'lTS. II) IF 1'1000 TENDS TO SPlIT, PRHJORE HOlES AS fOlLOWS: i8 WOOD SC1<EW- I;!l" DIA. PILOT t<JlE & 110 WOO/,) SCREW - 9164" DlA. prLor HOlE (NATIONAL DESIGN SPEGF1CAnON FOR WOOl) CONSlf<UC110N). lSEE SHEET 2 FOR <'"'CJNTlN'JA110li (% NOTES) ~ !';.~'~>€"I.N, - ycNEP.AL 1~1All.AT1ON INSTRUCTIONS SECTION A-A lALTERNA1E) l~ F oL_io-,-$j~Ja tiQJLl!jjh~_Q_by' w ;ltL~Q.[~LQ_ Q_n e~jJ 'i_Vf.QQhL J~J.!~J~~, ~~ Ii J !~ ~...."t~AiI.I..~ ~/~?~A~f~~"\ REV DESCRIPTION DATE INI R:.:!J ftTU t J::..- C ~~~,t~"i$2i: ~o l2m/0:IRJr .~' ,~ .il7 ~. Z:J ~., 3 ~QTf: 2.5. Rl'dS(!> ~ ~ ~ tTl'" ....O/<lR .00(0 p[tArr, \<$:~"'_"~ .,.~/~~i ~G~~'~~~R NQff "lll".'~~"" ~IfSICt($. "'.410 "~....-:.:;;;.." h,....~...,.'"..___ FLORIDA EXTRUDERS 1~~Fi~N~i'~otAL.J]i CERIJlCA1l: Of Ni7liOP"-'TOO I<Q. ms SANFORDJL.QRlDA nl'tE INSTALLATION ;)(TAIL SGL. HUNG FU,NGE \/INDC\lS - SERIES 1000 , 1500 ~ 2000 DRAlfN BY: BE I APPROYED BYRJA DATE, I 2/ 19/031 SCAlE' NT SlnwG noon l6, S!-<T 1 or 2 SINGLE HUNG FRAME (FIN) C4VLK !;t1'.'UN S~EATlilNG .. ,10100.... ,IN ~ BY OTfltRS SHEATI1;NG ~ I"'STALLATlON I\NCHDR_. ~ liB ,,"OCD SU~E\/ SHO"'N - ---_ ~... ..........-.i..:, STUCCO __ _ BY :.r HU,S l - I' MiN, E'lBEDMlNT <....acD SCRE ',,) T\/iJ Bt '.1000 -- 1/1 BY OTF<E:PS S'~I'4 AS Rtt.ro / 1m:!: N01ESl ~~ .... rl ] .a. ~ ... .... !ti rl .... ~ i:f ...... '" ob ~ t ~ i /' ::;; ~ ~ ~ i:2 I ~ ~ -.3 ~ /' ::i PERIMETER ~ CAULK J gy OTf'E'!S l 1/4' MAX. ] SHM S~ACE '--" nN HPf '"INDO''' .RA/o<E HEADER GLAHNG (TYP.> ~ (sn: N';)TfS\ ...I'II(J'" HElr,l1T c.LAZING (TYi>.l (S(E NO"(S> -----_... ..-1 PUi:Ii'lf:T ER CAUl.'< ~ Bt OTHE~S __ \ .. SECTiON A-A ~l'MIN. EII3E Dl"ENT (....OClD SeREV) - 111"100'"" "'ID~H --I'~ ~i~ ~~(;E S111'1 AS.lltQ'D ~ T\/C1 BV ....000 (S([ NQ'ES> ~ BY CT'{(~S /1\ }~ rl =::T] I (\~BJDS~ET"" rtiL - " r - .. -ifY't """." "i"~,,j::!~7J;";" ''''''''l'~~~~:'' C4tJu: J / I ~8 "'ODD SCRE'"" SHa.....N BY OT lERS . STUCCO ~y or,,(I<$ SECTICN 8-8 IMPORTANT INfORMAnON & GENERAL NOTES T~ notes are ll'oYiOed to Cl\Sllre ~ installation 01 F1OOc!a ExtJ'\JdeI1 ~11le51ana produds and mi& :.e 'ollowed fully, Gf.:NEP..!II.INSTALlJmO~ INS1~UCT10'lS 1) SHIM ,\s REQ'O. AT EACH INS~ AiJ.ATlO'l AtK:HOll wITH LOAO 8WJNG SHIM. .Wt AUOWAllU! SI1rM STACK to 6l'1lJ~'. I\S'!'tY 11 tlEJ\O (.If 'v'.JLio(EJoI115 ADHESrvc tA\JU< OR APPROVED EQUAL A.t DiE rA.STENUt LO(ATlON PRIOR TO I'lSEll.TING THE SHIM TO AOliE~.e THe SHIM TO THE suasiMTE MDlOll: '~lNOOI'I nw-1C. flU eEAJlj/1G 6€T'NUN niE SHIM, S1JIfi'AATE AND Wl.'lOC'N FAAME lo/i.E I1€QUIIlED. 2) USE SIUWl'lIZED ACRVUC r;A\JU< 6€HlNO \'I1NooW FJi'l AT HtAO. S!ll 8t J.A.'1!lS 3} \T,.,f S1UCO'llZEC ACRVUC tA\JU< FQR PfJUNETtR SUol MOONe lXf1JljOll OF WlNOOl'f fRAME. 4) FlOOOA. EXTRIJOlRS IOQ() SERlES SINGLE HIJ~1I'.i IS SHOWN. THIS PRINT Al50 I\f>PllES 10 THE FtORlClA EXTIlUOERS 1500 A.'IO 2000 SEI<JES S~IGLE HlJ'IGS. 5)fflNOO\,/ fRAHE MATtRlAL: Al.UM1'1lJM AilOY 6063 NlOlOR IN~T AIIATlOI1INSIROOlONS GEN EMu GLAll'IC eTY"'.) eSf, NJTrSl -L ANCHOR SPACI 'IG (SEE !le L 0...,) -- r----- j___Ir'INDCIV__j '.11 DTH U"~.$A /r 11 \111'>00'''' HEIGHT J VIE~tD ,RGM ~T~?R ~lL e. JA'4B ANCHO~ SPA Nt: TI] 70 i>sr OF.'! "ODD seRE"" 24' D,C, MAX. CTfP) NA:L' 7' ac, flA)C fLlR JI,I"BS AND 10' 'lC toIlI)(. .OR HEAD ~ S:lL oj~ 0.' Ii J Ii!~ !~ ~,,,\\\\llHi ~LA,I/"; ~"":~~~~;"\'\ REV DE, SeRIo P110N DATE Ll<.J1 ~t..4'.~ .p:. I,~'T '. ~. ~'--j;jQTrn~ ---;-i ,- t :' \ .1.- 3 AO(} RlOOiREIo'D<T TO 10 I 03 R..J A . .t1t .j11-idJ ~ESH't'W~;.T~L!( ~ . ... It! C R(Vist:> NOT( e. R JA ... ~"" ~ ~..' ~.: R(Vist:> NOT( 7 ....'10 le;lO/O~ \ I)~;;;"'''''''''-ij'.: TI'I'\1: TO RcmeT Mil 'il...:.ft7~..... ~~..:.:...~" Al!tR~rf "'................ [SEE SHEEl 2 FOR COlltHNUAllON Of 'lOftS) FLOHIDA EXTRUDERS 1~~Fi~N~ri~~~["J.~~ ctFl1f1<;ATr or ~ZAIlO~ NO. 9l.JS SANFORD FLORIDA TIlLE: INSTALLATICN DETAIL 1/lIS SCREilS CR NAllS SI~lE HUhJG rli-l '.INDell . SERIES 1000,1500, 8. 2DOC DRAW~ By:BB I APPROVED BY: RJ^ OATE:12/1D/D3 ISCA.LE:Cl T. S !DWOJLEXOOi2S SHT L OF 2 11,:0 SH..- r I x 2 K us 10C'O S.I<-1 r I . 2 x 1-'~ ....l c"P> \ ,-1-, fUll{ "lJUlD' JA~I WiP,> \ _1__ TUle "'-'lLlo" J-- ~i p:~P::~G!S~~V ~J ~ P~~::i;~Z>;~l' r=== I r= ....1 ; __ __ _~ _-'_ _, __ _::v ~ l~--- ~- ~ s;:.....T 1t1".1:tl< 1/ vrMJCW' rtANGE~.....Y " 1'f___"_lIUN 16 X 1'1/2 sur 1 APPi'iG St"~ SECTION !\-A LD !'i::(.4lAN"I" ilE {\l(D. '.'1"1r.' n...lUff$ '" 1AU..l.!Li'N '-- ,~ ~'8 .: 1..l/l 'Su~ lAP~j\(G ~.~s SECTION o'\~(2J HORIZONTAL SLIDER MASONRY (FLANGE) TYPICAL MULL INSTALLATION . CO~RE:TE .oR~I'U llE 1 Ion OJ, 'J~OD I~S T AlLA nON A'lC'UR IMPORT AN T INfORMA lION & GENERAL NOTES & -1AseJ\'RY OPE.llhNG 1lVCIC: ~ MAS t OF/~'!'IG 3/\6' D1A T AF'P'R ~ no~ are prtvided to ensure ~ lr1S\al1a~o~ c:1 F\:)r;ja ~ M restOI'<! C BY ilfH€.RS BY OTHERS <~OlE 'e) ONE 9 Y "'OJ:> . I products and mu>t be (oilowed My !lUCK BY OHERS~ (NOTE G , 7) <1 ~ 1-1/4' ~lN ~.:!_!JlAl l'I"SlALLA!l\c!!LOOT1l\JCTIONS 7) APPIJES TO AU ~.JN'ST1>.lJC1'1JRAI. EJJO<$ LESS TfIA."l11/2' THIO!IESS. ,'lOT CAULK llET...EE"l (MBEDkE'IT ~ . . - . Lt IICTJ;NOEO TO Ut1lT ~O 'IOMlNIIL ONE Il'f WOO() avo< ONlV. IJl..IOCS GlltA'lR VI'lDD.... fLANGE -...;, l) Si1:M,\S REQO. AT EACH lloiST/Illil. 10N "'iCHOR Wl1'101 LOJlO BfiIII:,N(; SHIM. MAX. C ThA.'1I"l'lOl~U-w. (314" THIO<) 1\.'10 LESS ThAN 2" NOMII'iAI. (I "2" 1'1011........ WIll I. Ir'OO.o BUCI( "'-', .... > t, IlUCI\A8\.fSHJIoIST,lCXTOaElW .. ~" ." ,/' II" su, ,.. Zj use SIUCQNllfD ACRnJC tAW< BEI1iND H".'O:JW Fl.JINGE .'.1 Hf.AO It. W1IlS. SIL!. REQU1Rf /'IAll LEl'lGT11 S\.Jff'lC1E~ TO MEET EMBEIJMEJlT R.EQ.JlREMENTS Of \:,~':o" , . n.., 0 E . NO" 6. ~ ~ SPACE 'lAiC} f1l!STllEATTA(HEDl' rei .SJllSTMTEWI~IrU.>;&l1,6i'OHESMCAVLKVR 8) ALL Ii>lSU.lLAl1QN AN010RS MUST eE i"AOE (:A' CJ:lAAOSlOlII RESlSl"'''T - APPROVED EQUIII.. Af'PI./(A.JON ~ Wl.l(01116 i\OIESM CAW< AT rAA/.J( Sn.r. ~ I-I.'TEl'JAtS OR HAVE A COAAOSl<>N RESIST NolT CO.ATl~ N'PUEO S\.JITfaE FOR '--1'/ ~ COMPlY WInl su.tMl !'AU AL1\JRl:R.... ~fCOM/olI:'Ct.nONS. . ~ rEmet "'-~ ,~ 1) use SlU<:O'l1lED ACR'Il.l<: 6\l.IJ(. r<Jl PtlUMEitR Sl:Al AAOlJllO EX'tklOA 01' T'kE ENVlRO'iME~ MO/OR FAAM1NG MATtRIAI.. WI1EI<! A'lOtO~ ME USEO 1"1 , . . PRESSlJRE-PREstR'VAT1VE T~tAT(-o WQOO, nIE WQ(}O SlJP1'UER ~U Of WlIIOCM' FlANGE MO TO stAl HEADS ~ L'<STmATlON fASn:N(I1S. CO~L1EO FOR R.ECO:o\M~'iOATlON Of "'<<:HO~ CO~1PAnBU WITH T"-lf iIIll <j FlORl~ ExTRJOEP.S 1000 SERIES KlI'.!ZOhTIIl. SLIDER IS SHOWN. N\!SSUi\E.pREstR'VAT!\iE llll:AT11ENT l'!'-tOC!SS useo. ~;oJ l\ 5) WIM:lOW FRAME MA-:tRlAl.: I\LU'tllolJM ALlOY 506J 9) AIL flE\1) SlJP1'UED cUES 1"1 THE rRAME (If REQUlREO) wlU SE :lllo' IN P[RIM€:7[~ SHIM AS J;>(Q'O DlAMETU. CIIULK' (SlE NJTES' B-1{ ~l(.HOR INI!'(\illnO!Vl!~Ru<:11-2c"j~ tol wOOO :>CREWS sw.u. MEft ANSI e18 &.1 OIMENSIONAl. ~IP.ENENTS. BY OH1ERS - cDUCK Ll) IF WOCiO '"E~ TO SPlIT, i>!tE-OORE 11CUS ,'IS F<lUOWS: k8 WOOO ....}oI. i-- _ hE IGHT) GENI:llLl ':1::J'..fW. IIii'" NA.. PlLOT ItOlE a '10 WOO() SCRfI't'. 9/64' DlA.. PILOT rUE (VINDJ. ... ). nl I. f Lr.N(,E lvP[ A ~) 'WI....TTACHfle.~<.$ NOIH~R.~ONE ilY llOClt IS~" fROM EAOi ~R.~fRANO \~lAnONAl DES1G"I Sl>1:UFIu.nOO FOil WOOO CONSTRUCTIO"'j. .lEllil'Tl ,I i ' ""1'100\", PAMf illll" Cfo( CEN1Ut. US( 1\ l1MDE.tiEO. T-!'Wl WITH A Q.09r O~"'\jD I :!ill" LENGTH GLASS (Hi>).J' t ~ H(,~D(~ (Si8" l"'e€OHi;..'lT), AtwlDOIl'O '~R~ MIL' WITH'" Ol48' DIN~En:RMlO l "'" lilt' PlA. TAPPEIt CONCRETt SCJl.EW (WITH N<>N-STRUCTUAAL ONtSY <S([ NO,ES, ~ --",I!t' LENG1'11 (3/4' Efo'llE(ME~T) OR ~!VAI..E"'fT. \\'000 BlICK) t ,6, ONE BY 'JDa.o !lUCK By CCNCRE1( C~ ~. C O.TfltRBsu,.'NG T E .6. .1. .7) I. "II\9ySOO~;ROS!'E. NNG 12) 1'I1iER.E WHitlOW lS L"iSTAI.l.ED IN WISONRV OPENJ~ WITH ... w ' "t- NOH-STRIJCT'JAAl O'lE tlY WOOO 8tJO( (NOTt: 7). Use: A li L6' OlA. TAPPER ~JCV lD"k - COOdl.HE SCREW Of 5IJfFlCl(~T LTH. TO ACHIM MI.... (M1lt(ME!o<T Of I.V1' ~Di ,,'" , )1 '4' N"rU _ I-V.' HIN. _ " : \ "'" Vim , _ "_ _ ~ ,.._ ,"" """",.. """" \, ~-Cil.AlING !lEA]) fLIINGf lYf'( SP/lCE MAX. I mSEEStIEET2f<lRTM'PERiNSTAU.ATlON!I!iOIOIl.LOCATIvrtCHAAT,LllTtll <TtP,) "'1'100''/ .RIIME ~SFll'1 AS Rl:!i'D. \ OESIGNATI'JNS ON nre lAf'I't..R LQ(AllON CHAAT I~OI(.&.TE WHlI'-f l~,,[R \ fLAt..t:.( np( JA/o<B (SlE NOlES> ,t> CO~ETEsa>EWS"'R.ETOBEINS1"'"LEOWHENlJSINGTHEEXTUOOR \_ \(1~DO'w' rl<A/o>E !~STALLAiltIN ANCIIDR EtEVI'.TlON lIS ,HEY, , '-'r---_-----~-----.-------F.~... - S!L~L _ 311(,' DIA(~JTI!-RP~(G-'~ID- ~/l~YL. ' 14) 1APPEA (RAWl) CONCRETE sa>.rw Mll.'UACruREO BY POWERS ,lISTENING, 1""-'-- ~ .,..... ~, \ 'C7 I~IC. WJLL BE USEO. TAP(;Otl (bv ELCO TEXrPO"lINC l OR TlTE!'; (b't S1M1'SOi'4 -\ j STOO"lG-ITf) (.A!'IllE SU8S1l11,;ftD WIlH THE KUOWING llM1T...no~ I'OR GlAZING BE:AD - '.. V\ - T'kE HORllON'Al. SUDl!'1G WINOOW SllE D24, D24S, D2S ANO 016: ( ((( (( (( I CIlASS (n ~ > _\ ~' ~) INSTALL TWO AOO1TlONAi. fASTENERS l!oC kOO OVER OIAAT I RfQUlRE:'oJEm-S.&,T LOCAT1oNS A ....'<0 D. CAULK ll( T \{(t~ <l J q J Q 15) AU. REI".AlNIN(i f ACfOR't AI'l'UEO I.NSTI\Il.A TJON (ASTENER HOlES NOT 1o'1'lJ)C'w' fll\NGt: q USED FOA T/If'PUl CO'lCP.ETE SCRf\~ lNSTAiJ.ATIO!i SI100LO BE filLED WITH 18 ~ f'RfCAST SILL 'l.\ WOCiO S<1'.EWS OF SUFFlt1E.NTlTH. TO P1l.OVlOE MI~ SlaIN. E~'8EONENT ll'lTO ..../\lJu<t:i'I ill!> SECTION A A WOCJDtlUO:. ADHESIVE: CIlLO: PRr.CAST SILL i- OR APNDVED EO~. B"l' OT!{(RS J !. ...OOD BUCK p I 1J\rf. l P[RIM(1(R ^C I C.ALiL< SiUCCO . ' 'A D BY OHEJ/S Bt O.HE:RS . . ~ fE +-- ---':"'1'ltc\("'''''''11l1H> C.AULK BETVH.N E I F ...acD lltJCr<: .. . d' >l",........,. SECTION "II\SV. Of'(NI~ TGj ~ # r- ~B .;~ j";~..~..~~~J.,. ~ BY OTf'!:'lS ~ .. t I~."-;"'(\JI.~...~.... REV) DESCRIPTION DATE INI FLOI.:>IDA E'X"fI)UDE' RS INTERNATIONAL. INC i ~ ~~~:l ':.. ~ \~ '\ .... /." . 2040 JEWETT LA.."lE . f. '- B i l"~\'\!" "'6"~i j'" "'" ~ J A ~ ~ ~~- ~ ,= ""'toRD !toORlDA J ,,~ \~. " ftflf~fJ 16~;,IO;' g~ ~,,?'g;-S TITLE: INSTALLATION DETAIL 'viI TAPPERS -+-- gt \~--:",..J ",~,..',:/ r--_jHGH.. c---- HORZ, SLIDING FLANGE WINDOII - SERIES 1000 EI EVATION A I ~~ .,.v~t:",~,,'t:J'__: C "I~g:rt~~~~lllvI9/03RJA DR.UN' IN:3B I APPROVED flY:RJA ~ 'i,.~.1'7tU..._"' f,;...s."'" VIEWED FROM EXTERIOR "",.._,." jONlBYBJC"(.OU-C>II1 DA1E:12l19/03jSCAl.E:NTS [Dwe.: FLEXOO<:O SHEET I DF 2 ....fCHOR iNS1 AllA nQN1~1l0C11O!IIS CCO"!.n ,;OC SJi - [I Xl' :18 IO~g S1<. _. [t . 2 X "'9 J"'" (tiP; -\ ~--"- T'JbE I<llt!(.'N c""l c"'P> \ _. TuBE ~JU ION , r . ~ .e x V? seL' --~',:li Ie . tl~ SLU " t. 1 -~ tAf-,:'ft<i SMS Ir]l :~PP;~G $)IS II ,', ~. CElIIEAAL (CONT)1 ~ I \ ~\;, = ;J/ .\- ...i-L_..._ ", ttIolA."" It =/14 . '\L W't~OO'c' rL~t$ L Hll..1.. feN oe x l.I/2 snr , Ai'l' i'r:i S"$ ","""""ili.._\\,,,.~. ;l' "'...L.", stJl(.A..~'" Ict-vtt ~ .", '.Ilk.'Xl'ol' rt",,,,(j{~ \. 09 x t.t.'rt'dt~ : t,P?I~ SMS ;,ECJlCtti.~::-_~m STJCCO B~ aT;(~S ~EQlON A-A (1) I X: 2' 11i& . l/t TLB( KU IO~ !GOO S..--, ;t.Joo:8 IT YP.) l:roO S,K I )AMg ,T 10 \ --"11 { l r-- f-t '/( 2 7/t6 x 319 I""~ S1<.} _: It:1lE 'fl.'-L!O~ ...AIoo:. IPP) --'-- or- .. "" ro, ,-' 'i~.. "" = I :AP'$("iG SJol'); . ':li( :APP:NG S/OS , - -... -- "t 0"( 8y ""D'J~-----, ~T.6lk..c 9:JC~ B' O',l[R~ ~ k2 ri~NC. ~~f;~SOR I'<\:;U,"'" 1 Ii.' t'llN. 4j 1.1\ [I< !It CMU<t ,j <:.1 rt ~. .-"---~~lr-~- ---=-1 i ! 11U'CUN SCREw ~NCHoa 1.1'71') I I - tl:rR,1Il. .u.UCH i 11'jStN.I.Arl~ CUP J l"YPICAL "'l!1.UON TO CO"'CR"E"( 0 ,EftD ~,~ -1 'l"'''''' ~ "'u .~ ," .. \j"-: 2" X 0- '061: "'lUPJ"S ARE l'StC) _QUll!J.._S 01 ) rIN~T"'-l"'l(}< ,,'<O<~ J,ll(o' Dl.. Irol'CDI< I ___... peRf" AN::'Ol mp.) ~~ (Sill Q~ ~lt),'''"lN. d lMlIf WlI" " " 'Z] --1 '- rRttAS"'- S:-....L )'f O:'.t:l?S ..--- --.-.-.-..-------.---,---------.- .. -.-.--.... . A!.iXiJ.AflY PlATE (/ C-'t AV!). j fL't...Ai., (lNC).~L~S. ",q(N R(Ou~et.l)l -1- r::- !: x 11 ~ 5rLf __ ~"""<I~C s-s :,J/ f _. JL-~'-=k, H8 x 1--l/2 Sf.lr-.:i --- 11\J'Pi.NG 5.MS \<; '"' =" ~ -, ( .- "_LAliT II( '''ct- 'X- 1.1tf'lnlJ"w' rlAtr.,LJ . folLLllCN '8 . 1--\12 srLr -AI'F"I~ SMS ..SECTKlt-!_l,-A W I x . , 1/8 TJ9E I<lU leN t...' _- ~ \ '" SlI'l.A", J( 'Vf:" ""L- Iofaoclo' r-LAMGt-S .. I<<.A.t..ICtll - 13 x l..I/'? SfLf ~ AP!)j~C SM'S .:ili2lQN A - AW /-- I x < X 3/8 'tBE "CU;C/< r-- - ;'[I'I1-1( T(R CAU.X'- By OT'llRS ,.---, I lCOC SJi] tC'lCI s. >ll ..It.,..' \ T1P"" ..JAf'I' {1"'~) \ --2l ,r:~'8 x 112 mr =~ , [:;:I,;:~~~s~r r~l 'r~PIMl S'S ~ I ~ .~:M" L'\:_ 'f S(Al~'T~'\o'HM \ ""L- "~oav tL.'\NGt'S. "- 'oIbd)(~w l'"LA~t .. ~Ll.UQt.j l- ......l1[JN - I. X \-1.'2 SEl' -.S X l-I/~ SQ' t AI'<ING s.s t APP1MO SMS _~Q:L8.::.8~(2) 5~_CIIQtL~=-A- (9) "-! ::~ n.!,--:;;~ .1lN~O() ~ ~~~ (Q 1: ',jp .( a::l . ~ ..~ ~ ~ eli,! E ~ l; Ji ~ '-'ct '10 WOOO S<:RI:W (WITH STRv(TVRAl. TW<lIY WOOD 'UQ()1 16) WHERf WINDOW lS 1~lIllEO L" W;S(;NRf CJl>ElIil'iG WITt1 /&. ST1l\JCTUf>.A1. TWO Il'f WOOO SOCK. USE '10 WOOD SClU:WS (ANSI 8186 I) (:A' SUfflOENl LENGfti TO ACHlf\o1! 1-3/8" MJ.... EM1IEIJME.~ INTO THE TWO BV WOOO IlUCl<. 17) 110 WOOO SCREWS SHAll BE INS1AU.ED AT AU fACTOR'!' AI'l'UEO ll'lSlALLATION fASTl1'lUl '(U LO(ATIONS. - 18) WOQO 5O\Ev\'S SHAlL 'iOT Be l'SEO TO FASTEN .A$SEM91V I'4TO rrlE E.'lO GIl.AlN Of WOOO. (SEE SliEtr 2 FOR COI\nNUAT1O'l OF 1oIOTES) HORIZONTAL SLIDER FRAME (FIN) SH(ATHL'<G -l ~~ ~ CAULK BtTVE:EJII BY CF\4(RS - ~!; ~ IWINDCl.... FrN "-~ . iI~ I'ISTI\L~f~~~~J'~iCHCR 1"---:.;., HI \~~/ ^ IS ...000 seRni SHOVN ~--- ~.'.'_ _~ HI 'v S'UCCO 'JR 1. IV \ S\DING BY ~_ .' 1/4' MA~, J'HnS ----... . -I SHlM SI'AC!: 7" I~)" , ~M~ ~ ' CAiJl..I< By OtlltR'I _____ 11 ~ ($(E NOTES\ rr" TYPE "'1'100'"" FRNo'E HEADER T'.IO BV 'JOlJD BY OTHERS ~ 'iINOO'J lilOTH ~- , 1/4' 11AX. ~ I '\0'0 9'1....00.0 ' .- [- SHIM SPliCE S~i:n~\lB~i~W. ~~rQV "',,,- ~i~:; :;~:'~ I tv I. SH(A'dlNCl - ~~~I- A-, "''''' ~ 1/1 ^ t ! I \ [Mk~~Nl (~~C""-\l> (.QUALL'( SPACE "fi'i,':'f,", ,. '" ,,,eo, ~") """" ,\,J}l::R;H('E:R~'lfft' / / ($(E NO ES) CAULK J 1I/!;I-<EAf~ING ELEVr\ TION BY O'H(.R$ BY IlTH(RS Y\E,/;CD mOil EXTERIOR r iN TYPE ...INOO.... S weoo CR t!E.ill1....SII L ~ JAMB ANCHOR :',;f'A(I'IG FRAM!: JAl.'Il S!I>JNG Sf l"lSTALLATlON A~I~~ o TiltRS Il'l 1,,'000 SCRf... $'<O'",N ~, ;>1 \_ "-L- :1~T r~~~U:<~ .. "'~.lll'JN - 1<, . (--lie S(lr 'APP;NG ~ SECnON !\-A (5J ~\=, 1 ~ \ ~ S(;/Il"ANT X.i\i[(R ~L "t"rc.< rAA.-€ , ""ALtON -.S . I-Iiii' Her -; A,r"'P(NtJ S!r(',t SECTION A-.A.._(5) " -.'f :lIp-- *..~,\'~~' '-' . V~~ ~ · ~'P'~I: ~~. ,l ~'~,,, 2) !D=n 0 0 ~Jcl~7 o L'I ORID '\ E'X'I'R' UDL'I:lS!;<itF;R.'lAfIONAl, INC I' ~ . I, J.:J \ ZStO JE1fe11' LA.,(1 SA-WORD nORIDA '111u:~ID I 00D/1500 FL-ANGC--Sf!E(T~l-Ofn~ C.VERTICAL MU;_L1DN SE.CT1DNS SEE OTHE~ SIDE ($b~ET 2 or 2) rOR DESIGN PRESSURE CAPACIT1ES 'DRAWN 9Y:MSH I A!'I'RC\I;D BY \lAB ioAu12/I/03 ISCAl.!NTS 'tH.: IVl-tFLG f'w'O BY '01000 \ . .Q.€:IALk__!: 1 tf9~-~~-~~-~Q~fb===-k 1::.=- EMB{D"C~T t==~~1= r'-- --=_. = ]I~ \,.:;:;-~::::':~, --"-----'1 sept J (, 1 ~ j I' - f:;E~'f;'l~~~,7. tJlA..tWH N'PI.JES TO "EftD & Sill W><EFl:E l' X .." .!< 2' ~ o' TvSt >J\JLLr(;~S f.J'(€ USEO Af'l'UCS 10 ..U.O &: Sill WHCI1'f I' x 2" &: I - X 2 7!' 6' T'J3E WUJONS I.RE 'JSED r tt-is"l' Ai... Lit J:lM A!1CHOF ~ ~~,;~JD SCOt" tb (Sl~ 1~ I V9' "IN t!ol.91nM~t.i' SJ\.,l~'JII'G ----f -~-" G ~- AUXILIARY PV.T! :1'01 "l\Op.lr?~ A,'.lC-rlO"t v,<~ ~(IJJ:~D~ DE. T 6I.L.l3 S.1VION A..:A-W rlX~XI.8 --i::~- .U!I1': !<Clue. .0-0 $;;1 r _.v'8 'l<~~ ff ~\.., "'''' ,[~~tg=~1 s....s ,n P) '- .!lU!l!....t fj,ffitJi)_':I y'[''''(D 'RC" (X1['!iOR SECT'Q.'1 A-A (~j r 1 x · x )re TI..;B( "4:..l.L UN' =-11 :iLAll!'IG <TYi>)_", ($[E NOi[S, '\ Jr,.~W;T :~~ r.....--.e x 1/2 St_r ~ ,- ltJ:..1t~ ~\,(s il___ ---J '.J ~,~ li,.....!'-- ".... ~ ~=l ~J:... iiH ~ Or;;! , ~ ~8 X 1/2 sur };..,.,- 11...PP:>tG ~~s. L _ " .11'100..... HE It:.H r vocn ~CR[\'" 24' J.e I'.AX. - TO 70 psr D.P, SECTION 8- B .- 'iA!L' }' JC MAX - 46 PSt TO 10 PS> D.P. NArL' Ij' 0 C M"X - '0 45 PSf' !l.P IMPORTANT INfORMAT10N &. GENERAL NOTES These notes a~ prcvlded to ensure proper instaAation '.J Flonda Extruders MHestone p!"1ldvl.1$ ard must be fallowed fully. IF<: -~ rtN TYPE ""11'1 I /- V,,"'" ""'" ;::J- / Stu l~ LMARIlLE SILL 1 STIJOL BY OTHCRS I) SHIM AS REQ'O, AT fAQ1 t'lS1ALLAlION A'ICHOR WITH LOAD aEAAlNG SHIM. to'AX. ALLOwAaLE S1-<1l~ '!>-, 1/4' SHIM STACK TO Be I/.'.IV>P1.V A BEAD OF \A...IlKEM 116 ADHESIVE CAUL!( OIl AN>ROVEO EQUAL AT 1liE C [SPACE MAX FASTENER LOCATION PRIOll. TO INS[RTING THE 51-IIlol TO ADHERE THE SHIM TO 1lif SUBSTRATE FJ' ~____.___ __ ___ _ ___ _ ~ __.___ _ AND/OR WINDOW fRAMe. f\JLl 6!:JIRlt.I(j 6fNIH.roI niE SH1I4. SUBSTRATE AND WINDOW rl".Al-1E ME ~--r REQUlRED. I'IST IIlLAT!iJM I\NefiCR ~ I 2) LISe SlUCONIlt:O IICRYUC CAW BEHIND 1'Y1NOOW fiN A1 HeAO, SILL & JAMBS. 'S '.ODO . CRt \I $HO'.N~' k... ~ . SHIM liS "'l<;l'C. 3) USE SIUCO!<<I;:EO ACRYUC (AtU FOR PEll.lt-lETER SEAL MOUND EXTERIOR Of wlNOOW FMHE. I .......', 4) WINDOW rRAt-1E MATERlAl: ALUI41'lI.JM AlLO'1' 6003. SlD~~!::~ - - Vim I~ ~'~'~~~,. (SEE SHEET 2 FOR CON11NUATlON OF NOTES) CA~IWK~~~:~~ SHE ""Hl'<G .J d~ ,_ ~~ ~~,,'~~~~"~.1'\ RE~r DESCRIPTION DATE INI FLORIDA EXTRUDERS1~1~~N}i~O~~~~: BY JTHCRS ~~~T"'~l~T~~!i ~ ~)~ B- ~:~~~l~:~ IC/l{03 RJA l=Y.A;:;T:::~~~~ ~~'TA[l V/~8 :~~~;DD:'~::~~ SECTION A-A I' :t!,'..."l ~t>>;",''/.f C",",,,,,,,, ),,,,,,,, RJA NOR' 'UDto., fiN "INDO' - stRIE' 1000 " ~....~:""-"J : R(\hSEO "oOTE e.-.NO D?AW~ By.BB IAPPROYED BY' RJA _ ~ "'. t1'7.";"" "''''';.;..... Tilt.E TO RUUCT "AlL ~_~ . '_' _.___~_ '..,,,..~__...~:.-- ....n:RMT( DA1.1U2/10/03 I SCALE' ~~. T, S. lJWG3L1:xCO;::S SH(ET I OF 2 GENEAAL INSTAUATIO~ INSTRUCTIONS r tOOl) P vi /Ul S:l~l-<l:Jt r lOCO "'>.f.lOC~tGN(,~ SILL ~ry~) Hll. ~Ty~-> ~~rll~'s';f' ~_~~OSJ~L' ~.. [' f.' '.::='-. . J' ;u~~ :J..ll./~. '=. . J' I r Irl!~Z M~A~:'" OCJII...;N" 3l rV(c~ I Y -t -=~--~l-=~J ~>;:i:~I~LA"lU -:It~r ''t'''-AllTill.Ntl~ p \....sx:t-.srLr \...t9X3'~SE" rl~".&J""_H '--ICOG u, TiU'f'IHG $NS . '-- loe s..,< '''''P:'<6 S'S- tt;AD (fyp.> \t:J\-.tl n 'rP) - ~~~f,ttA::i~- .sr.ffiQ..,! ~-A U) ~ECTION A-A {2j \~ "<UIl'"" - - -- r1ij(!G P.,DHI.'<CR (1000 O\l/!:t~I~'<C~ 51lL (<<P) St"l OYP, / U . ),< sur /~: ' 3;0 SEV \1~~ '(]"s !l~2 ~~'IO~ I!B ~L.rJJ~? i,~:~~~; SCAAAT llUII\:OI I · ""-L:~" ....n..;oc... rt..~:r.:t rn Lt.-:J....llll"4 - .. - . -- \ \....a x 3-' sEL' \... 09 ~ 3.' 0 stL' _ 1()Of) $.Ii T AI'I'IIG S.'S '---lOCO Sf< 'o.P"l:<G S"S H(il'!) Cfyl") H(.'>O ri'vpJ __ ~~t,t';.iri~' 2UlCL~"-L()) $EOT'O', A-A ~J \- .. :;.lLt.LlCN \ r 13N Pit fDtll:\<tR st......1 iE'..'t,~ r IXO P.\I./t'tsIG'ft~ \ lis;';i:~I~\';ilr ~1~~,c:;A"'l!'1 S/t;:::~;~\;~lF !~P ("~'j~ [,~p (\:"u b ~(LJ , . \...:~ X 310 ,:[lr '.. \.., -$ l(.3/<4 SEt.r "--woo S.H. .t#LN'G S S \..-It;~ $..... 1~1'''fC ~,.s t-4tAD 'hP.1 I(,A.o (i"P,) SEC1ION A-A (5) SE.CTION A-A (2.) ?(Rli"E:'ER CAUlK ~ By OTH,R~ ~ r m.JO.. P t(./1 Slt.i'4[,R' !:t L (9 ~'P) 'S X 3/4 SEl' ~ M'~ 1m:: S.S "'LltH JAR'!' Po ATE (FiJi "'.tlm't,tJ'\.AL ..~~. ....'4.:/11 ~~_10 r:JJ -'~lr -----.. ----.. AfPl.'!:S 10 H!:All & Sill WH(RE I" x .' &: 2. ~ 4'" T\Ja€ Ml,.A..UO~$ !-FE USEO o r !GflO Pit, DlSIG"l:" ~ILl 'PP.' t_ /.9 X "'. ~rl.r ~ II '~~P~~ s~~ x Z . 1/& ~'lJ II " r' \ r--. .-lY 'uK I<lUIL'N r' - -- L ::bd ~~T ,~':'~i~' I L -F.=-rD · ~lLIC' LI~ st"-"'" >>[t\l[[' \... U . J,o~ stl' ~ r--~' --. 18 X 3/~ S(L' t~~,;'cA'~$ '--lOCO ~A. '0I'''11G ~"S '-1000 So.. 'ioPPL'G ,,,S ~EAD (TYPJ i-lc..n (.TVp,> ~~~.~~ ) \l~ec... rlANTLi SECTION A-A U) ~JLQtLA=-~(2 [1000 P\I/OCSIG/lU ~ "'-'luu.. snL CTYO, ......-:: :.......... (lUll PIi./XSIG'lI:R ('000 PIIJ!1EStG"'V ~~ StLl <TIP) Sill <TVP) r~. K 310 snt ~1. L.1!f-- A rlEIUJ yf r!~:,~O",T' d r;~P:l~~"~lr / tl'l.rlllG s...sr.z x 4 ()/8 I~ (-~~ '"'\ r[ ""T[;'~1lE2 ':;'1~,;..lJe ~J~r (::~~.~~o: 3!t~lf _ \'1f] I M€ ~uLLIC" 1"- L..J.I C=' II 'U"_ 1'.=Jl ~~'-\ [ I '"~l ~,~ "~ :~,,,""' ll~ · ~ rr' I -- "'":'~;~:"~'~\1I*:;Z:;;::- , !9 X.,~4 ssnr , !8 x 3/4 S(LF I ....",.., __,_ ~ '--lOOOS.H. .'Aof'P,,~s... -1000S..AI'P,"~SI<S I, -\... -~ '<t...n cnp.> H!:_D (TVP) ~ h' \ '$'3/~SElf ~I""l, ~ SC....NT J1[T\lf:D< .sEe dON A-~~ SECflON A- A 0) li\PPI'ft> S.S ~'.' _-~"'_"''''' ""'""" \t~~a~-A.""" -- - .' -l^~'~ SECTION A-A '7.) I~:'j"'''''"'' \ ( !OOO P "-'D(sIG~Q >r;At..M.T. IIEt"ttlo (1000 P '01 /!1ESlliNl:" ..u.'. 'o,.p> '-="L'-' ---....:,:,.n:. C\.JP SlLL <TYP) t'::t~lJr,;A"<;t$ !cru. I"') J r:~':I~'s;ilr 1h r!~~l~\~r w'10Jf.~A.""rllllX:21" pr --;1; J I / (lK4XI,'e / (IXO(3/8 _50, _ _I."".'" I 1.~8t;.MUror i FLOHIDA EXTRUDERS 254.0 JE:U;n ~~l i INTERNATIONAl. INC. SM'fORD. fLORh A :nn.J':'SER. 1000/1500 r:lN SHEET I or 2 : HORIZONTAL MULLION SECiiONS 1 \... ~ II SEE 01H(R SIDE <SHEET 2 OF 2) fUR \-l~'''' 1~~2[.,3_14."SSCL' \. 'S X 3/4 SEc' ~O. H ' DESIGN PRESSURE CAPAC[T![S ~. ~ ,~.-,~." "-!()Of) So" '''''PNO ""~ (;'i'li ll-. ~ I IitA& In~.> liEftD <TYp, ~, ".. ~\I;J 11l1t\1I'!l 5Y. HSH I /J>rnovtl> BY, 1MB 2(CTlON A-AL:>J ~E:CnQl'.L.A::A..U;J ~(' " ,DATt::12/1/03 :SCALt:NTS ;DI<1 IHMrn~ .D.EI6ILC \ f..J\v---- S>lEA%'lG , [X~x3:e f--.:llE HL.ll1:JN /- ;NS"'At.1."QUN ^NC~ ,a ..'OOD /' SM'J (r-yP) I E I ..----- EX' t1mAL ""I.Ll:.IN ..."",- '~'1 r N...l~'l(N CliP l'Al oy 'o'uot./' 9'JCK 9'" J"1E.~S )) "- HUllJON ~I .2 7dG X 3/8 lOOjQH. T~ilC .u.L10~ JA)o!I (r"j;>) ~ ~ IS X l/Z S(U _ tt=='" III X 112 :iLL' , tJ............ 1 AP?;"olCI ~J.lS " 11.-"""'" "~Pj!'>l~ :'1'"$ I R ~ " ~, !:c..~~--atr'tftt:N ~"'i --=~\:. - ~ ttAU.' K,.,;a~'j/ ~~~ '.'lN~ rll:t~.g - VjN1ic-...~ ~;g \- ;~P':;~tJ'~~~S(1.r 18 J( 1-1.'2 SEL' ~(QJQ1i.8.:-A_~)tAl'P1Illl ~"'S :'>f;CTlON A-A ~) ~~ ulLj (I.S.'ollLA"Ok .NC"~ ~ 3/:6' "I" !APt"" $(.~\i i\!-CI.rOfII ITlP,i ffSllLCUP _.f~__ -=r- J t Vo\" Milt <""I t.llE.o<lNl 'I \ '\J --1 \.... FRtCAS f th..1.. fl:l Otl4:.$"\ ~1X!LlIDJ.l,.f.J.t :'1 ut A{jfHT ilifiAI.. ",'<?<<,;~S, V1~" ;.,'(:;1tJ;Rl II- lQOO I"; 1 JM" C'YP)..,j,f: 1 )( t 7/16 t. 1/8 "'Utl( I'lUU..tO!\l I -~ B~ t&"-"-[ ~1- ~J' a --1 -~ '8 .~.V tAPf'!.'olC / a .....J >1'$ <',PJ .E.l.E'ihIlQ':l VlCW(O FROM EXTLJ.()R ------- ='1 r t x 0 x va V TuOC "tUION ~-=~l I - I x 0 x 3!a HJ.9( ~.t.UCN 16CO !H.l ..'.No-_. t"YP.> \ fJ r r=== ~ lCOO tKl J"". <"p" . r=:.-. IS . 1!2 ~n.r ?i "P?;% :;MS r- ~ ., ~, ~ .~r. !;~:~ \ ~~ . ~. ~j . ~ \I W.........i\ t~~ ,Ii It;;~ ~l" (\ '0: ~ -~ !oj - O:i'-~N .Jl"'~'l1 I:!~~ e e ,~ Pl ~'" -' ~ t L)~ -. j[I] Gl_ _ _~ ~7-- --- l4A..uJN o F-~ .. X 1/2 S(1.r 1 APf>j~ ~~s ) ;:;; FLORIDA EXTRUDERSI~~~~Nfi~OE14L.~~ SANFORD - j'LoR:ivA 111U,SER. 1000/1500 rU,NGE SHEET I OF <: YERT leAL. MULUUl~ INHl HORl ZONfA'_ I I ~ ~~=- .~ S!:~ll,N'f !If. f'.'teN SCAL.M't atT'1IttN 'Jl~:xN rLAtc..E! _...~ - ltl~DC"w' rtA-eX:1 - 1 ~UL'N to ioU.UC'4 -.a )I: 1.1/2 'lrt' ~!:c..rK>N._A::A_ (2J' mll<lG S(o<$ f9 K I-va sur T /\I'PING ~.Mt _S.C~I1Q!:LA=A_L~) $(E OTHER 51 DE (SHEET 2 OF 2) FeR DESrGN PRESSURE C~PACITIES vilA"M 8'(,MSH ~OI't;O bY 'o'I'>B DA.rlil: 1<:1 !iU:J 19CAL8: r~TS 101'0.; 1 VHHHFLG ~'l" a:.. ~r ,~~~ ~. ts--- · V~ lD 't' ,:: ~rwi ~, ...(/ o D-J] ~~ fot\....Ll;JNT o - FLORIDA EXTRUDERS[~~~"~noii4\E~~ SA."','ORO. FLORIDA Tl1u$ER 1000/1500 'IN SHEET L C. c vE.RT[CAL MULl-ION SECTIONS SEE OTHER SIDE <$HEET 2 Dr 2> FOR DESIGN PRESSURE CAPACITIES ~Rt.J'lof BY, MSH lJ'I'IWI'EIl BY, Il/A3 DA.l1H2/1/03 jSCALE' NTS JUG: 1 VMr IN iX~~'ts "',UJ-L~8T~~r?rif~'~ ~,JAMa .sr 2- . ... T1.;fJE ~I(;NS >\R'f iJSE-:>; -lOCO S.H. 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W I- Z 3 ~ ~ ~~~ ~ j; 8 ~ ~i~ V) ~ ~ia ~ .1 ~~; .-~ ~ _ [2 ~~ ~ ~~l&J op ~~ ~~j!: ~~ ~ ~~~ ~~ ~~ ~~~ ~~ 01 m~fj ~!a ~~ ~~ 01:: ala o V)~ zj; :~~ ~~ ~~ OI'iE BV '",OCll) 6.c CO~CR(H OR CAUlK IlCT..tf_N NCK' BY on([RS~LQ, \ "II\SO'IRY OP('1.71NCi '.IOOD BVCI< ~ ,NfJT( (, !. 7) BY ::JTHE:I?S ~~S~YT~':sNlf<G S~;:-~'}'(fr~~~ I \ ..00l) B\Jf;K b / 1-114" ~1N. 4 4 E"'B!.DHE~T ~":1""'" ~,~ _____i~STAU.AT',GN AN<>tIJj;l ......... ........ 3116' Di~. TA~PrR ,'I01E: 12> STIXeo J ,""-. BY OTI1ERS _ _ __ ~ILI1 liS REr:rD. 7 - 1/4' "lAX, PE:RICiE TER (SEE: ~J" ($) CAUt..K BY OTHERS 1'I1Cil.oYI'I\'L / GLAll'lCi BEAD J (H!>.? ....H (Io'iNDeN HEiGhT> CAUlK llET'.IE[N lr'iNDCl.... f LA'lGE ~ !'RlCAST SILL JI VULI<C"I :16 AlJHHIVZ CA~K, OR !\PRY.o. (Ol. " P(J;>II'ET[R ~ CAUlK \ By DHlRS ., ~ If . ---.- ~~g~~E !)f~\JING S,E CIl0L-LJ1=-.B &Y O:'ltRS _\ . , . 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'" .... ~ ... ~~ :E ~ ~, ;; ;'t fiN lYPf =;/- ....lNDO'" r~AHE: " SILL MARIllE: SrlL . ,~ .L~~~KERS '. 1~~~ T'''O St ...000 ---- BY eTIlERS HfS T r'lLlA TJ ON IINCHOR ........... 1i9 'JOOD SCPE"" SdCVN --~:..,,; -II.---....:x...... STLIC(IJ __------- /" I BV orHCRS J CAULI< BET'O[E"l 'w'IN 1>0'1 FIN !:f'(A ""rNG _ !. SH[ATHING BY DTIl(RS _ IQlf.I8!J..J:: L 'Y?i<:N.. vtR"f1(.AL '0 HO~IZONTN. -'<vU.'(}'l to <lJU()N I -- t::: I i ~J~ 21. MUU_ ~u~ 0 "'~:;~N '\ r--------- ~!rr== -, t)o:&:'Tl\...L;lf tNi Stpt" -~ I lO~O sa -\ _II ........,......--- IN1ER'JAL ellP ."JAYS n ,..po) , ---.~ r::- ' r' - - r ;~~1~~2>~~I' J!_ IX OR 2< '-lULL eni>,) I ) ~ <t S("lA"f'r 3ET...1:tN ~ ..."'N~ ~tti'~ '-- ~~r~i,:;;t~~~S[lr -SE1L~-=-A-W ,coo I 11.1[1 ~ 2 x ,,8 1:<<> I... [I K ~ , 3/. ....{Io""B (''''P~ IF- ~- ~pUB( ~~!::c: 1/2 s~:8 ('YP~~ ~-;= ~:I:N'/2 seu ~~ ""f"'l"fG $oMS I. '" 1 ~ T....,~P:>,(j $.~s r r =~-- --- ~ --.~ "'~~\:---oI'---_. ; ,"" 2 X . . ]:S " ___ ~~3~i r~~r:r~ ~.~__ _ 'Ci~! r~~t[~ ~~Jllt "'\.A"llCN \ .a ,( i-l/2 's;~.Ll'~ .e l( t..1/t' ~"t~I1JN I,.. lAPPiNQ ~s iAP~tNC. s..$ II SECT!QRA-A-LJ) .s.E:ClJON A- A ilJ r' x r 7"". :,,9 toOO $'"'-111 1000 s'~J .------1-- 'um: "ULua. 10\'0 SH"\ I X l 1/16 . 3/t JI.><8 <liP.> \ _A"8 (,yO) 11 - ~ n ~ In s:"t1?'__~,-=- ;. F<-::I:'lInElf~'1 __ r~~~.'..~r';';2S~iU ~A,r~~~ SJofS tAf'P~~-N SI-1S I Y rr Il . _ I r , ...<< " _. ,-- ;;9 JL' . :i1 r.; '_ r=jJ~ " .......-'SUcAAT It''' , \:'L.;(I\(,.. .." 8[Y....U_ ~ SC........T II(T......".. 08 ..'-lf~ stlf ~ "iNIXU rL"""'-.ft ""-- 'W1I00',", rt::,lJoI( -- - "';N.:cow r~,'I."':: thPf:l.~ S:H~ .. ~u...lItH U . '-I'! '~:~CllJN u ~ I ' ~. S~ilQN ~m~U) ',APP;Io{'j; ~ '!' Ar-")PtNG:.ISI('S r-- [1000 P '''_/OOlG''':~ s:ltt IlYP.l /'88 X),., SElr 'At'f'I'1G S"S r l ~ · ~ 3/8 L III .. 11 '~B[ ."'-L10l< AI' \ L. --X..W ~- oa x )14 :;ell -; 1\I::tPiN'G SlotS V1 C o '(i; 'S: ~ en ~ ~ - - .- I ~ Q) .- > ....., en Q) '- () L.{) o 0- ~~ (]) E > Q) 0..... -c If) C <( w :E O~ 02 ~~ U SHEET NO. o ~SlID 0> LAST PLOT DATE! """0 Mar. 22. 05 I ..J ! o o ~ ~ ::l (/) '"0 > (Q Q) L- a ..c: ~ Q) 3: z o o \..0 o ~ Mf"'... Mf"'... IN cnLt) 01 \D ('f) O't ('f) \..0 f"'... LCM ('0 r-t a.CO E~ fO f-- I ~~ i z~ LU ....... Z Z ~~8~ ~5ffi~ ~~~~ I-!-~~~ . UJUJI- :Ccoj:!:w ~65~ ~ZOI >- ~ j:!: ~ o..~~~ 8~ffi~ . c.. Z u.. , la ~ i ~~ , ~ 8 UJ ~ o I (/) ::J lI"l o o N @ ! CAULK BET\.IEEN \.1000 BUCK S. MAS'Y. OPENING BY OTHERS CAULK BET\.IEEN DOOR FLANGE -1 s. \01000 BUCK PERIMETER CAULK BY \~. OTHERS , ~\-~ STUCCO ~ BY OTHERS III' "..."f~ J~ INSTALLATION ANCHOR #8 SCRE\oI \.IOOD (TYP. \.IHERE TAPPERS ARE NOT REQ'D, - NOTE 22) L SLIDING GLASS DOOR FRAME HEAD SECTION A-A ~lEMPERED GLASS (TYP,) I'" & CAULKING AT FASTENER HOLES j;:[QUIRED <SEE NOTE 2). CAULKING & REQUIRE D (SEE NOTE 2), SLIDING GLASS DOOR FRAME- SILL '-' "--" ;::=:;; I 11 I/~, 112' /1 f A 6 t A b I> t> EHBEOMENT - 1-1/4' MIN, & 114' MAX] SHIM SPACE I Y . I> t 4 A A /1 ~ It INSTALLATION ANCHOR itS IJOOD SCREV IN/PLASTIC ANCHOR (f VP. INHERE b. TAPPERS ARE NOT REQ'O. ill SEE NOTE 22) LlBERALL Y APPLY CAUL~ING UNDER SILL DR SET SILL IN BED OF CONCRETE (SEE NOTE 2), SHIM AS REGlUIRED (SEE NOTE I). , INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 17> CONCRETE OR L MASONRY OPENING BY OTHERS SHEA THING BY OTHERS SHIH AS RE'Q'D (SEE NOTES) CAULK BET\JEEN DOOR FLANGE & SHEATHING N \ /!\ ~L~ lIWJ =>Ill I "'" J~ STUCCO OR SIDING BY OTHERS PERIMETER --1 CAULK BY OTHERS ~TEHPERED :,.. GLASS <TVP,) DOOR HE I G H T & CAULKING AT FASTENER HOlES REQUIRED (SEE NOTE 2). CAULKING & REQUIRED (SEE NOTE 2). .... '" J ~ ~ ~ .... .... ~ i:f -... '" >b ~ t '" 6 i --- ~ :: j ~ ~ ! ~ ~ ~ --- ::i SLIDING GLASS DOOR FRM~E l SILL ~ :'--- '-' & "" ~t 114' MAX] SHIM SPACE ~y :1r J I '" A t; :17 112'/1 t EHBEDHENT b 1-1/4' MIN. t .. I> /1 of A A I> to INSTALLATION ANCHOR Ita 1J00D SCREW' "/PLASTIC ANCHOR (TYP, \tHERE TAPPERS ARE NOT REQ'D. SEE NOTE 20) - _ INSTALLATION ANCHOR 3/16' OIA. TAPPER <NOTE 15) CONCRETE OR '- MASONRY OPENING BY OTHERS & LIBERALLY APPLY CAULKING UNDER SILL OR SH SILL IN BED or CONCRETE (SEE NOTE 2). SHIH AS RE'2UIRED <SEE NOTE l), SECTION A-A MASONRY INSTALLATION -...... ----1/4. MAX. SHIM SPACE 1 1/4' MIN, I----......~EMBEDMENT ONE BY \01000 BUCK BY OTHERS (NOTE 11 8. 1~ & 2X4, 2X6, OR 2X8 \oIDoD-., BY OTHERS (NOTE 6) .d CONCRETE OR MASONRY OPENING BY OTHERS .({; I tJ. /~ ~ INST ALLA nON ANCHOR __., #8 \.IODD SCREIJ (TYP,) CAULK BET\oIEEN (NOTE 23) HOOK STRIP g. (ANCHORS SHOIJN IN SAME k \.lOaD BUCK PLANE F'OR CLARITY ONLY. HOOK STRIP ANCHOR HOLES SPACED 2' APART ON l' liS' MIN. OPPOSITE FLANGES) ...... \ ;} EMBEDMENT OYP)' <1 SLIDING GLASS DOOR L:1 I.. HOOK STRIP ~ rt-- . \: <J 4 ",. r 17) ~ V 1/':.......' ....':.." ""-,.. 3/4' MAX, TEMPERED GLASS ~ ~I ~'- T (TVP) ~~ ~ STUCCO ~ BY OTHERS ...... ~ I L SLIDING GLASS DOOR INTERLOCK HOOK STRIP DETAIL IMPORTANT INfORMATION & GENERAL NOTES I.J SLIDING GLASS DOOR FRAME JAMB CAULK BET\JEEN ~ \01000 BUCK ~ \ II ____v- MAS'Y, OPENING ~ BY OTHERS ____~ SHIH AS REQ'D, ~ (SEE NOTES) - 'N ______.J ._.." I \ ~ INSTALLATION ANCHOR l!!!!",=" 3/16' DIA. TAPPER (NOTE GLASS ~ ~CAULK BET\JEEN ~ DOOR FLANGE .,;. B. \.IOOD BUCK ~ CONCRETE DR I~~MASONRY OPENING -.....- S.G.D. IJIDTH _..... BY OTHERS STUCCO BY OTHERS ,- 114' MAX. SHIM SPACE ........I{ .. u ( III I~MP:D (TYP.> PERIMETER .---"" CAULK BY--- OTHERS SECTION B- B Th€se notes are provided to ensure proper in~tallatjoo of Rorida Extruders Milestone products aM mt.r..1: be followed fully. DOOR HEIGHT GENERAL INSTAlLATlON INSTRUCTIONS A1 I 1) SHIM AS REQ'D. AT EAOt INSTAlLATION AN010R WITH LOAD BEARING SHiM. MAX. ALLOWABlE SHIM STACK TO BE 1/4". lOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PlASTIC AND MUST BE COMPlETELY ENCAPSUlATED IN CAULKING OR SET INTO WET CONCRETE. 2) USE SILlCONIZED ACRYLIC CAULK BEHIND DOOR FlANGE AT HEAD & lAMBS. UBERAU YAWl Y SrUCONlZED 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 PRIOR TO INSTALLING fASTENER AND AROUND HEAD AFTER lNSTALLATlON. 3) USE SILlCONIZED ACRYLIC CAULK FOR PERiMETER SEAL AROUND EXTERIOR OF DOOR AND BElWEEN HOOK STRIP & BUCK FOR POCl<ET DOORS. 4) JAMB 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 rnE HooKSTRIP TO BE SECURELY FASTENED TO TRANSfER THE LOAD TO TI1E MASONRY, CONCRETE OR OTI1ER STRUCTUAAL SUBSTRATE PER fOC, SECTION 1707.4,4.2 AND n,E ENGINEER OF RECORD'S DETAlLS, 7) FlORlDA EXTRUDER.S 1000 SERIES SUDING GLASS DOOR IS SHOWN, rnls PfUNT ALSO APPLIES 1"0 TI1E FLORIDA EXTRUDE.RS 500 AND 2000 SERIES SUDlNG GlASS DOORS. 8) WHERE "X. REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFlGURAT10NS ARE AS USTED ON TI1E ANQ-IOR iNSTALLATION OlART, # # & " B B & I A...J EXTERIOR ELEVATION 2 PANEL DOOR SHO~N (SEE NOTES 8, 9 8. 10) & N tJlQ a:~ do ~z $~ ";::1 ~~ ~~ l'll"\\\\\ '''''~ ~ " AlrI&l1~t, .....,,":..~S "Q .."~"... "\ REV DESCRIPTION ~ _ ..' B RE.VISEO NOTES I, 2. $, 6, n ..... ':t ~__ 11,12. 13, 16,22,23 & 31 IoNO ADDEO ~O/OR .. ~ ~. ~ REVlSEO RELATED .. ~.."":..- REfERENCES AND/OR 6.. ,..~~-.. ...~. ~~ Il. U,JSTRATIONS. RENUMBERED ?1. ~ "..P:' .i" 'J NOTES 6 TO 10 AND lrf, ........v REVISEO REft.RtNCES fO . ~ THESE NOTES. REVISED ~ IN>PERS fOR 90XX '" . J-PANEL DOORS. DATE INI FLORIDA EXTRUDERSI~~~~N~~~oE~AL'J~~ 12/1a/03 RJA CERTif1CATE OF AUTr10RIZAllON NO. 9235 SANFORD FLORIDA TITLE: SLIDING GLASS DOOR 500, 1000 8. 2000 MASONRY INSTALLATION VITH NON-STRUCTURAL BUCK AND TAPPERS DRAWN By:BB APPROVED BY: RJA DATE: 12/18/03 I SCALE: NTS DWG #: rLEX0021 SHEET 1 or 2 [SEE SHEET 2 fOR CONTINUATION OF NOTES] FRAME INSTALLATION T\.IO BY \.IOOD BY OTHERS (NOTE 6)~ r-~AULK BET\.IEEN I HOOK STRIP 8- \.IOOD BUCK PERIMETER CAULK BY OTHERS SHEATHING BY OTHERS STUCCO OR SiDING BY OTHERS IMPORTANT INfORMATION Ii GENERAL NOTES These notes are ptovided to ensl.Jre proper Installation of Aorida Extruders Milestone proouds ar1d must be followed fully. SECT ION B- B AI I GENERALINSTALLATIONINSTR~ONS # # b. 1) SlUM AS REQ'O. AT EAO. INSTALLATION ANCHOR Wmi lOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO ill BE 1/1". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PlASTIC AND MUST BE COMPlETELY _ ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. r t 2) USE SIUCONIZEO ACRYUC CAULK BEHIND DOOR FlANGE AT HEAD & JAMBS. UBERAll Y APPlY SIUCONIZED B B ACRille CAULKING UNDE.R SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER Of SILL .6. RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALUNG FASTENER AND AROUND HEAD AFTER ill INSTALLATION. 3) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP &. BUCK FOR POCKET DOORS, 4) JAMB AND SILL CORNERS ARE iO BE SEAlED WIn. A SMALL JOINT SEAM SEALER. 5) DOOR fRAME MATERIAL; ALUMINUM AllOY 6063. b. 6) lWO BY WOOO BUCK ANDIOR FRAMING AT THE HEAD, JAMB AND HOOKSiRIP TO BE SECtJREl Y FASTENED TO ill TRANSFER THE LOAD TO THE WOOD OR APPROVED FRAMING ~1EMBERS PER FOC, SECTION 1707.4.4.3 AND 111E ENGINEER OF RECORD'S DETAILS, A..... % EXTERIOR ELEVA TlON ~ 2 PANEL DOOR SHO~N (SEE NOTES 8, 9 8. 10) t ~'''''\\''''\\~ ~~ ".,..lci. *..'!~~~' 1. /~'..'" :'''' HEV . DESCHIPTION DATE INI ~~~., . \ t ~ B ~. 2~&NO~$AA6.1. b J,ll. '1, 12/18/03 RJA t t r, · ioWjjOP. REV1SEO RElAml r ~ ~ '~"'l RO'EROICES NIDjCR -.. t. 9'1" .V!..' I. 'J ILl.UsrP.Anoss. ~[l) NCre: ,~~ ~'" 'j 20 A"iO RElATEO .. ." ILLtJSTRAnosS. RCNUt./8[R[l) \ ... Ift~;. I NOTE. S a TO 10 " 2' TO 29 f'. . . .. . . ,. IINO Rf.\IISEO REJtROolCES TO '. "!liES! N01l:S. REVlstD TN"'PEl<S fOR 9(l)(X 3-r.'lNn ~ [SE.E SHEET 2 f-OR CONTINUATION OF NOTES] N tJ~ a:~ ~g ~~ -;g ~~ ~~ FLORIDl\ EXTRUDERSI~~~~Nti~~~'J~~ CERTIfICATE or AVTI-IORIZAllON NO. 92'}5 SANFORD. FLORIDA TITLE: SLIDING GLASS DOOR 500) 1000 8< 2000 FRA~1E INSTALLATION W'ITH t~8 SCREW'S DRAWN BY: BB ~ATE: 12/18/03 ISCALE: APPROVED BY: RJA NTS IoWG #: FLEXOO27 SHT I IT 2 :;;..c.' d~ Hf, ~~ ~'r-~s.'Y' -I"""" () z Nea " ~~ i ~~~~~ z x ....... ~ " ~ li~n' . z 00 .- CD W q ~~eu.l 0.3 .. ....J ~ )( ~ ~~ " a. W I- Z (I I \ iJ w ~ j; ;~~ ~ ~i~ ~ ~ ~~~ ~ . ~ ~~~ ~~ ~ -z~ f2~ Qi: . ~~~ ~~ ~i ~~~ ~fil ~!i ffit:~ ~~ ~I u~e l!!l ~o ~~~ ~t:: fJ!!l 15 Vl~ zj; :~~ ~~ ~~ Ill) .. o !. ~ a. It i INSTALLATION ANCHOR INSTALLATION ANCHOR 3/16' DIA. TAPPER #8 \.IOOD SCREW' (TYP. \oIHERE (NOTE 17) TAPPERS ARE NOT CONCRETE OR ONE BY \.IoDD REQ'O, - NOTE 22) MASONRY OPENING r- BUCK BY OTHERS BY OTHERSl! (NOTE 11 8. 12) SHIM AS / I & ~i~~D't7s:7 rt .... 1 1/4' MIN. EMBEDMENT t>. -~- __ J _ r- :.-.-- __ - - r--- ~ 'i ~ c..I ~ . . . A ' \;\~ fJ~ ~~ - -. u~ -. ,.. <t .- V ( u.V1~ ~ ;: www a::~u ~~~ ::)00 5S~z g u d'\ U o lJ) .6 o 0'\ t-.. rJ) ..... f.1) (1') ~ ""d ""d (1') , ::... E ~ Ii o~ ;S~a' (f),9 · ~ (1') ~ ; ~ S\ ~ ~~ f8 ~ E~ ~t-..R~8 ~(f)"" ~~~.'O ~~.~ ~~~ ~~ UN(f)Uo...r.z..~:tl: ~u'h~hh~~ ::JO'><:::E:zu..:::E:ZO~::J~ SS~~a~~a~QI8~ -I~~::i~9~~~ ~-I <l:~ ~w~~ww f-<l: ~~~~::Jo~~:::E:g~~~ o z a:: ..... 0 II o o \.0 .& '5 ~ Z(/),-H........ o "~. ~ ~~ N (/) > ~-C!)LJ") >a:l\Och ~Q)m\.O 01-Cflr-..... <1::0, I a...cQ:M :E<( ~ ~~ Q)E~ ~3ro .H- z, o o \.0 M Vl C (j) 0 'Vi 0 '> ~ 0 ~ ~ I (j) C\I - - "- LO I I 3: I'- Q) "- ~ > +-' ~ (j) LO Q) L.. ~ () >- ~ o I- Z LU > Z - w ::E o~ o~ ~a.. () SHEET NO. ~ o . 8 ~S11~ Q) LAST PLOT DA IT ii' ~ (5 Mar. 22, 05 ,@ --I L.() o 0- Nm i...$ ~ E 02 -aU) c: <( >-...- ~z z~ w.......zz u~8~ ~::)z~ o8~o ZCC:~<t ~~~ I- w~ :r:~iEw 19 ...- ...- :E I-i 0 ::) 0 0:::: Z 0 I ?l:~~~ o~~~ u ::) W 0:: a.zu.. ~~ ...-:E INSTALLATION ANCHOR ---DOOR \JIDTH -...... F1I4' MAX. SHIM SPACE #8 \.IOOD SCRE\oI 1-118 MIN. (NOTE 21> ....-..-....-EMBEDMENT [ T\oIO BY 'WOOD SLIDING GLASS DOeR FRAME \ BY OTHERS JAMB \! T\oIO BY \.IOOD INSTALLATION ANCHOR (NOTE 6) ~ BY OTHERS #8 IJOOD SCREIJ <TYP.> -I " (NOTE 6) <NOTE 21> "== ~ (ANCHORS SHOW'N IN SM~E ^ - 1/4- MAX, ~ ~ PLANE tOR CLARITY ONLY. V \ SHIM SPACE j HOOK STRIP ANCHOR HOLES SPACED 2' APART ON -- _/-.J/""'- SHIM AS REQ'D, OPPOSITE FLANGES,) 1 liS' MIN. V (SEE NOTES) 1 E SEDMENT ! < ~ ,,-;;""; \ ~6~~~1~ASS DOOR~I 7"\ 1/ /\ mp) ~ ~M1~~~M~~~- II ~ T\ INSTALLATION ANCHOR 't- - \ f,.,.... '5i> ,J" ~. -- #8 'WOOD SCRE\oI I II '''' ~<., 3/4' HAX, ~= (NOTE 21> .......... ..................... LSLIDING GLAS~ TEMPERED GLASS / T DOOR FRAME CTYP) CAULK BET\.IEEN TEMPERED '1 HEAD DOOR FLANGE GLASS (TYPJ "'\: },J ,Be SHEA THING .../t. SHEA THING f\. ~ ~,~ BY OTHERS " -; I LSLIDING GLASS DOOR // INTERLOCK HOOK STRIP DETAIL i PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 9B-12, 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 cateuoiWsu bcategorv 1. EXTERIOR DOORS A. SWINGING B. SLIDING C. SECTIONAL D. OTHER 2. WINDOWS A. SINGLE HUNG B. HORIZONTAL SLIDER C. FIXED D MULLION 3. PANEL WALL A. SIDING B. SOFFITS C. WALL LOUVER D. GLASS BLOCK E. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES B. UNDERLAYMENTS C. ROOFING FASTENERS D ROOF VENTILATORS E. ROOFING TILES F. MODIFIED BITUMEN G. SINGLE PLY ROOF SYSTEMS H. CEMENTS-ADHESIVES COATINGS I. ROOF TILE ADHESIVE J. OTHER 5. SHUTTERS A. STORM PANELS B. COLONIAL C. ROLL-UP D. OTHERS 6. SKYLIGHTS A. SKYLIGHT B. OTHER Manufacturer Plastpro Inc./ Nanva Plastics Jeld-Wen Kinco BetterBilt (MI Home Prod.) Fla. Extruders (Milestone) General Aluminum Clopay Buildinq Products Kinco BetterBilt Fla. Extruders General Aluminum Kinco BetterBilt Fla, Extruders (Milestone) General Aluminum Kinco BetterBilt Fla. Extruders (Milestone) General Aluminum Kinco BetterBilt Fla. Extruders (Milestone) General Aluminum Kaycan Ltd. Cameron Ashlev BUlldinq PittsburQh Co mi no- Com. -"""'- L",Q ''';0... ., >.--,.;;; '~f1"~ ~ ~, I ~h I'""'N '''~ I .~t,," ~w Sinlpson & USP Cross Over Chart with Florida Product Approval Numbers Product DescrfDtion !Approval Number(s) S. Pdt Florida Product Impsonro uc A I Number NPprobva um er A34 FL474 ABU44 FL474 CS22 FL 1901 H3 FL474 H10 FL474 H2.5 FL474 H6 FL474 HCP2 FL474 HDQ8-SDS3 FL474 HETA16 FL1901 HETA20 FL 1901 HGUS210-2 FL474 HHETA40 FL 1901 HSUR/L410 FL503 HTS16 FL538 HTS20 FL538 HTT16 FL503 HTT22 FL503 HUS26 FL474 HUS28 FL474 HUS410 FL474 HUS412 FL474 HUSC410 FL474 HUSC412 FL474 ITT FL474 IUT FL474 LGT2 FL 1423 LSSU21 0-2 FL474 LSSU28 FL474 LSTA12 FL 1901 LSTA18 FL 1901 LSTA30 FL 1901 LSTA36 FL 1901 LTS12 FL474 LTS16 FL474 LTS18 FL474 LTS20 FL474 LTT19 FL474 LTT20B FL474 LUS26 FL47 LUS414 FL474 MBHA3.56/11.88 FL538 META22 F1901 MGT FL 1423 MST48 FL 1901 MST60 FL 1901 MSTAM36 FL 1901 MTS12 FL474 MTS16 FL474 MTS18 FL474 MTS20 FL474 MTS30 FL474 MTT28B FL503 PA51 FL474 SDS 1/4x2112 FL 1463 SDS 1/4x4112 FL 1463 SDS 1/4x6 FL 1463 SP1 FL474 SP2 FL474 SP4 FL474 U24 FL1218 Set Pac 10 FL402.3 HD Titen FL2304.2 Distintion Flbrealass Entry Doors Exterior Doors FL1321 FL498, 539 Mk 2/3/4/5, Mk 2/3/4/5 HP, Mk 2/3/4/5 XHP 420, 470/452, 470HP/452HP Series 500/100012000 420/430/440 FL 126 FL561 FL45 FL264 Residential WindCode Doors FL542 Mk 40/50, Mk 40/50 HP 165, 165/3000, 740/3740, 3240/4250HP Series 1000/1500/2000 FL123 FL663 FL42 1100/1140/1440/1450/1540/1550/1570/1900/ 1940/1970 FL254, 1698 RW HP, RW XHP, RW4-XHP 168/3168,680 Series 1000 1180/1480/1580/1590/1980/1990 FL124 FL670 FL43 FL256, 1700 Mk 40/50 PN/CT, TWPW/CT 165/3000,740/3740, 3240/4250HP, 680 Series 1000/2000 11 00TDU11 001450TDU1450/1550/1570/19001 1970/5000/5300/5350 FL125 FL676 FL44 FL255,263,1697 M03-04A, M02-03A, M96-08C FL957 FE5109/571 0/5711 /571215713/5714/5718 FL974 FE5700/5701 /5 102/5703/570415705/5717 1100/1900/1970 FL1252 0605/0606/9500/9510 Aluminum Soffit 41550/45102/45102N Aluminum Soffit FL1965 FL406 Glass Unit Masonry installed wlMortar FL1363 Certain Teed COfDoration CT20 rand ART, Landmark 30/40 (and AR), XT25 (and AR), XT30 (and AR) FL250 Air-Vent Inc. CRV Aluminum Ridge Vent NOA No. 03-0930.08 Certain Teed COrD-Roofina Modified Bitumen Roof System 7. STRUCTURAL COMPONENTS A WOOD CONNECTORS/ Simpson Strong-Tie ANCHORS USP structural Conn. B. TRUSS PLATES MiTek Industries, Inc. C. ENGINEERED LUMBER Boise Ena. Wood Prod. D. RAILING E. CONCRETE ADM IXTURES F. MATERIAL G.OTHER FECP CorP. (Cast-Crete) FL419 see chart see chart Truss Plates Versa-Lam SP Wood I-Joists ALLJOIST FL2197 FL1644 FL1645 Hiah Strenath Concrete Lintels FL158 8. NEW EXTERIOR ENVELOPE PRODUCTS A. B. 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. ... ,:.< ~ ]. ~. ... ':1 /!l ,:.< ... ~ ~ " '" ob ~ i ..-- ~ ~. i Cil ! ~ ~ ] ..-- ::; APPLICANT SIGNATURE DATE I~I\ I I\;~ V ZLL s ~_ ... 8 ~ t O\.~ V, ~ o~ ~ gj _ ~..... l..O ('t') ...... ._ ]--g ~oooc V ~ ())~ ~~~ ~~ 'fI '>i> ~ CJ ~ ;t 't!. . ij) ~ Ow. ] ~~~ ~~1~~~'8 : ~~'~~~I..,~ ~ I U C'l ()) U o...~ =l1: Product Description USP Product Florida Product Number Approval Number MP34 FL570 PAU44 F L569 RS300 FL822 RT16 F L565 RT7 FL565 LFT A6 FL820 HHCP2 FL817 UPHD8 FL817 HT A 16 FL821 HT A20 FL821 THDH210-2 FL821 HTW16 FL820 HT\tV20 FL820 HTT16 FL821 HTT22 FL821 HUS26 F L818 HUS28 FL818 HUS410 FL821 HUS412 FL821 THO FU315 THF FL815 LUGT2 FL568 LSSH31 FL816 LST A 12 FL816 LST A 18 FL816 LST A30 FL816 LST A36 FL816 L TW12 FL820 LTW16 F L820 LTW18 FL820 LTW20 FL820 LTS19 FL822 L T820B FL822 JUS26 FL821 JUS414 FL821 NFM35X1178U FL578 HTA24-18 FL859 KST248 FL822 KST260 FL822 MTW12 FL820 MTW16 FL820 MTW18 FL820 MTW20 FL820 MTW30 FL820 MTS278 F L822 TA51 FL816 UJUJUJ ~~u ~~~ :Joo 5Sfi?z Framinq Anchor Adjustable Post Base Coli Strap Tie Hurricane Tie Hurricane Tie Hurricane Tie Hurricane Tie Hip Corner Plate Connector Holddown Embedded Truss Anchor Embedded Truss Anchor Truss Hanqer Embedded Truss Anchor Heavy Skewed U Hanaer Heavy Truss Strao Heavv Truss Strap HDfTension Tie HDfTension Tie Heavy Joist Hanaer Heavv Joist Hanaer Joist HanQer Joist Hanaer Joist Hanaer Joist HanQer TF I-Joist HanQer I-Joist Hanaer LiQht Girder Tiedown Slopable/Skewable Hanaer Slopable/Skewable Hanaer Strap Tie Stra p Tie Strap Tie Strap Tie Twist Stra p Twist Stra D Twist Strap Twist StraD Tension Tie Tension Tie Joist HanQer Joist Hanqer Masonry Beam Hanaer Embedded Truss Anchor Medium Girder Tiedown StraD Tie Strap Tie Strap Tie for Masonrv Twist Strap Twist Strap Twist Strap Twist Strap Twist Strap Tension Tie Foundation Strap Strong Drive Screw Stronq Drive Screw Strong Drive Screw Stud Plate Tie Stud Plate Tie Stud Plate Tie Face Mount Joist HanQer Expoy Titen Anchor SPT22 SPT24 SPT4 FL817 F L817 FL821 C') 0) o o I N L() I I'-- ~ ~ L() ~ >- 0::: o I- Z W > Z - o z - NlQ ~ ~~ ~ tOtO?o u.. <>>..,. to I W lQ~O~~ W....I"l<>><>>N z ~ ~';;)"to ~ CD a;~ai Z . ~~eu.l w 0 " a: Q" ....J c )( ~ ~tf ~ 0- w I- Z ~ I.&J ~ LJ j: 1Il~0 15 ~ 8 ~ ;i~ VI ~i :>.lj~ ~ ~i~ :::I ~ N . ~ ~ ~~ ~ z ~. ~-I.&J 00 f2~ ~~~ ~~ ~ ~~15 ~~ ~~ ~c~ ~~ VI! ~e IlQ ~o ffi~~ ~c 8~ ffi VI' zF :~:s ;;~ ~~ 10 o t ~ i I z ~ ~ u ~ . . . V1 Q a ~ ~- ~ ~ ~ ~ ~ ~ ~ [2 8 ~gH~lI:3:~a:~z~~~ :3O';><;::E:zu.::E:ZO<C::) O'bJ~a~Oa~aW8 ~~~~~9~~~~~:j ~~~~~~~~~~~ II ~ ~ CJ) - - .- I ~ (]) .- > ....... CJ) (]) L. () o o \0 2 .- 0 <=~~~ o .,-i ~ .....4"'0 I -.1 U) > Q)l"ll >m~l{l ..... 4 Q) (V) en ~OL-(V)~ ".-r" 0- I ~Q:.cu..M ~:2:~ro~ ~ Q) c. I ,~$~~ .J- z o o \0 V) c o .v) '> ~ Ln o 0- Nro 1..$ ~ ~ .gO) c: <( >-1- ~m zv) ~@8~ ~~m~ o8to ~ex:~<( "f'- a. ::> c.. w::>~ l- ex: w <( X~~~ (!) I- I- ~ HO 0 ~~~~ o.~~~ 8~ffi~ a.zu. I ~~ i J:...,. I I--=- w :E O~ O~ ~a. () SHEET NO. i ~ :SlL ~ (J) LAST PLOT DATE ~ 15 Mar. 22, 05 . -1 ,