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Home My WebLink AboutBIN B-4 PERMIT 4314 Termite Specifications: Structural Notes: General Notes: 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHAll BE PROVIDED. Tl1E 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 Tl1E 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. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH A 2'-0" LAP PROVIDED 6. MINIMUM LAP 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 Tl1E 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 Tl1E CENTER OF THE MASONRY CELL lYPICAL 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 EDmON. 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, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,lYP., U.N.O. 4. ALL STUCCO FINISH OVER EXTERIOR FRAME MUST BE 7/8" Tl1ICK PER ASTM e. 926-APPLY 3 LAYERS WITH TOTAL Tl1ICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" Tl1ICK EACH. 3RD LAYER 1/8" Tl1ICK. 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. 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4) 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE WALLS.(FBC 1503.4.4) 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALl.(FBC 1403,1.6) 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE.(FBC 1816.1.1) 6. SOIL DISTURBED AFTER Tl1E 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 TREATM ENT. (FBC 1816.1.3) 8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREAH1ENT IS REQUIRED.(FBC 1816.1.4) 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816,1.5) 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS.(FBC 1816.1.6) 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER Tl1E 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) 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: "Tl1E 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 SERVICES."(FBC 1816.1.7) 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'.0" OF THE BUILDING. Tl1IS 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) WOOD FRAMING INSPECTION ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING FRAMING INSPECTION. Master Revisions: DATE DESCRIPTION ALL WORK SHALL COMPLY WlTHALL PREVAILING CODES, FLORlDA BUILDll\G CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINANCES .... ;..; J ~ 1i\ "- '" ;..; .... ~ " ~ " "" ~ ~ J ~ c3 ..: ~ f ~ /' .&, iil ! ~ ~ l i ] t $l /' /' REVIEWED NAY 09 Z005 ~bWr Structural Design Criteria: CODES: FLORIDA BUILDING CODE, 2001 EDmON 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 EDmON APA PLYWOOD DESIGN SPECIFICATION 2001 FLORIDA BUILDING CODE, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILIlY, AND 2002 NATIONAL ELECTRICAL CODES ~ w\ cw~ !aj: d ;h ~ z ~~9 ~ ~ ~~ ~~ ~ z ~8~ ;~ ~ ~ ~~I~ W ~ g1B~ w z ~. Z x~~~~ ~-L..l 00 ~ C'1 ~j:;i~ ~ ~ ~ ...-1"). ~~~ ~f3 ~~ cr::: Z cQ...-lD c:1: W . ~"'V'euJ ~ o .. ii; I~ ~! a: .. ....J ...JD ~ ex ~~ C) a.. W :~~ ~~ ~~ I- Z . . . PREFABRICATED WOOD TRUSSES 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 Tl1E "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 Tl1E 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 Tl1E TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY Tl1E 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 SUBMmAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. Tl1E 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. THE FOLLOWING TECHINCAL CODES SHALL APPLY: LIVE LOADS: ROOF TOP CHORD BOTTOM CHORD (W/O STORAGE) RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED BALCONIES STAIRS ROOF FLOOR 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 FACIUTIES 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 20 PSF 10 PSF 40 PSF 40 PSF 40 PSF 17 PSF (SHINGLE) 15 PSF DEAD LOADS: WIND LOADS: (F.B.C.) CONCRETE STRENGTH @ 28 DAYS WIND LOADS BASED ON FBC, SECTION 1606.2. WIND VELOCIlY: 123 M.P.H., USE FACTOR: 1.0 ALL CONCRETE UNLESS OTl1ERWISE INDICATED PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY (DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS) 2500 PSI 3000 PSI VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS REINFORCING: ASTM A185 ASTM A615-40 40,000 PSI ASTM A615-40 40,000 PSI WELDED WIRE FABRIC SHALL CONFORM TO ALL REINFORCING BARS ALL STIRRUPS AND TIES THE FOLLOWING SHALL COMPLY WITH Tl1E 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) IXJ EGRESS WINDOWS SECTION 1005.4 s o u 0\ U di( Lt) .S .9 Lt) f;:; ~ "'d (1') ...... E~ .ooo.c ~c2 ~~~ ~~ .8 QJ .8 t--. ~ .~ ~ ~~ ~~~.$jo ~(j)t--. ~~~ .g ~~.~~~~ ~~ UN(})UO.d..I.. ~:tt: CONCRETE MASONRY UNITS: 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 STRUCTURAL STEEL: WOOD FRAMING: BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O. NO.2 SOUTHERN YELLOW PINE (19% M.C,) ROOF DECK: PLYWOOD C-C;C-D, EXTERIOR, or OSB FLOOR SHEATHING: 3/4" PLYWOOD (5 PUES) 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 Tl1E 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, SUDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. o o \.0 2 .- 0 ::J~ ZVloMl"'-. o - oM I"'-. ~"'OIN Vl>O'\LJ') ~caOI ~QJ~O'\ OL.(V)\.O I"'-. ,<(0- I o....cLLM ':E~ro~ ~QJ~~ r-5ro -J- Z o o \.0 UPLIFT CONNECTORS WOOD ROOF TRUSSES: @~~~~~1S~~~~ ~ s< ~ ffi ft :i: 15 fLx: Z ~ ::1 :)Ox~zu.~zO~:)o.. O'Ul~cn:;!OQ~OWOo.. UlWo.. ~w ~ ~U~ :j~~:::jf'-9f5f'-~ ~-I ~f'- ~W~Ci2WW f'-::t Q~LU~:)UJ~~~o~ ~~> o~ r-Zcx: 0...... 0 DESIGN LOADS: TOP CHORD UVE AND DEAD LOAD: BOTTOM CHORD LIVE AND DEAD LOAD: TOTAL: 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. 27 PSF 20 PSF 47 PSF LULULU ~(9U ~~~ :)00 ~~z 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 UPUFT FORCES. Tl1E MEMBERS OF Tl1ESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPUED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS. FIELD REPAIR NOTES WOOD FLOOR TRUSSES: 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 WITl1IN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION 2405.2) 1. MISSED UNTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED W/ (1) "SIMPSON MTSM16 TWIST STRAP W/ (4) 1/4" X 2 1/4" DIA. mENS TO Tl1E BOND BEAM BLOCK AND (7) 10d TO THE TRUSS FOR UPUFTS OF 1000 LBS. OR LESS. USE (2) FOR 2000 LBS. OR LESS. OTl1ERS 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 ADHESIVE 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 Tl1E LOCATION OF THE OMITTED REBAR, AND INSTALL A 32" LONG #5 BAR INTO THE EPOXY FILLED HOLE. USE A TWO PART EMBEDDEMENT EPOXY (SIMPSON "EPOXY TIE SET", OR HILT!" 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 Tl1E JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING) SOIL BEARING VALUE: ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDmONS IN Tl1E PROJECT DO NOT MEET OR EXCEED THE CAPACITY' THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ,t Building Data: "r p Index Of Drawings SHT NO: TlE CONSTRUCTION lYPE -- lYPE VI UNPROTECTED (SECTION 608 - FBC 2001) WIND SPEED 123 MPH WIND IMPORTANCE FACTOR -- (Iw) = 1.0 WIND EXPOSURE -- "B" (FBC 1606.1.8) INTERNAL PRESSURE COEFFICIENT = +/- 0.55 (PART. ENCLOSED) ~ A A1 A2 A3 A4.1 A4.2 A4.3 AS.l AS.2 AS.3 A6 S-1 S-2 S-2A S-3 S-4 S-6 S-7 >-f- Zz <(UJ Z<n W.......zz u98~ ~~z~ o8~o Za::~<( a..:>c- ~:>~ I-UJUJ~ :r: co I UJ 19f-f-~ Io-o-ot 0 f- 0 0::: Z 5 ::c >- >- I <n 0.<(1:::) ::E~~ O~a::O U:)UJct a..Zu. <nZ .......<( I::E f- COVER SHEET FLOOR PLAN FOUNDATION PLAN ELECTRICAL PLAN ELEVATION I ELEVATION II ELEVATION III ROOF FRAMING ELEV I ROOF FRAMING ELEV II ROOF FRAMING ELEV III INTERIOR ELEVATIONS FOUNDATION DETAILS LINTEL DETAILS LINTEL PLANS ROOF FRAMING (I, II, III) BRACING DETAILS WALL SECTIONS STRUCTURAL NOTES & HANGER INFORMATION WINDOW & DOOR DETAILS WINDOW & DOOR DETAILS WINDOW & DOOR DETAILS WINDOW & DOOR DETAILS PRODUCT APPROVAL INFO 1- Q) > o "C c: <( WIND BORNE DEBRIS AREAS DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS THE METHOD TO SATISFY PROTECTION OF OPENINGS IN THESE AREAS WILL BE THE SOLE RESPONSIBILITY' OF THE CONTRACTOR. WINDOWS AND DOORS SEE FLOOR PLAN FOR ACTUAL PRESSURES THEIR OPTIONS ARE AS FOLLOWS: A. IMPACT RESISTANT GLAZING B. APPROVED SHUTTERS C. SUPPLY WOOD STRUCTURAL PANELS PER FBC 1606.1.4 C\I Vl C ~ 0 '(;; '5 ~ & 0 ~ Q) I (f) > C\I - - -- LO I I ~ f'... Q) -- ~ > +-' ~ (f) LO Q) '- ~ () Ln o o N $-8 S-9 S-10 S-l1 S-12 - - ENGINEERED PLANS ON FILB ro $ E QJ +J Vl >- ~ o I- Z W > Z Notice To Builder LU ::E O~ ~z ()~ o SHEET NO. - co a.: a:: o u UJ ::E o I <n :) lI'l ~ @ CENTRAL FLORIDA DIVISION, TAMPA, FLORIDA 33609 600 N. WESTSHORE BLVD. SUITE 600 (813) 769-5277 A IT IS THE INTENT OF Tl1IS 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 CtARIFlCATION..sTOP..AND CALL THE DESIGNER USTED IN Tl1IS TITlE PAGE. IT IS THE RESPONSIBILIlY OF Tl1E LICENSED PROFESSIONAL THAT IS CONSTRUCTING THIS PROJECT TO FULLY REVIEW Tl1ESE DOCUMENTS BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE. N ~ ~ +-I o .....I ANDOVER 2005 LAST PLOT DA IT Mar. 23, 05 COVER SHEET - o , \0 N , ~ LJ) rl ,:.i I ~ lil N o ~ ~ ~ " '" ol> ~ l rl .3 c.. ~ --- ~ ~ [J') --- ~ ~ 1 ~ j ~ ~ 1 2 --- --- r 40'-0" 9'-8" 13'-4" N -- ..... r-- if r-. ..... N -- ..... r-- 17'-0" 11'-4" / jl 10'-1" // ~ 13'-0 1/2" r-. -' ..... ..... 'r N '" -- M r-- I Lt1 ..... a, , r-. ..... o I ~ o ..... , M 4'-0" 5'-2" 4'-8" 4'-0" 2' " N -- ..... r-- , N ..... 1------- I I I ! 20'-2" CD Wall Framing Layout 1/8" == 1'-0" Co , M ..... 9 Lt1 10'-10" N -- ..... 00 , Co ..... 10'-10" N , b N ---l I I I i BATH #2 VAULTED CLG o , Lt1 \.0 1 o , Lt1 \.0 r ~ 9 \0 Co , '" 25SH +34,8 -37.1 \0 , b ..... 25SH +34.8 -37.1 b ..... , 8 lYP. G) N -' ... lJ'l 25SH +34.8 -37,1 Co I Co if Co ...... 9 'r o ..... , M 40'-0" 9'-8" 30'-4" 1'4"1 8'-4" 9'-4" 9'-2" ~;~H8/'37.1 1 . 9'-4" 1 35SH +34.2/-41,8 ;r- I . . ,... LANAI 9'-8" X 6'-0" 8'-0" CLG 13'-4" 17'-0" I 25SH +34.8/-43.1 DINING ROOM N -- ..... o , o ...... MASTER SUITE . 12'-7" X 9'-6" VAULTED CLG III 16'-0" X 13'-0" "'- . ".- 8'-0" PLATE / HEIGHT WHICH VAULTS UP TO 10'-0" \0 , r-. ..... GREAT ROOM 12'-8" x 16'-10" VAULTED CLG . 11 '-5 1/2" . 11\ I NOVAS I TUB V f-. , ;... ..... VAULTCLG. TO\ : 10'-0" . _ \J BEDROOM #2 I I 1 1 o ...... @ lYP. ~ ~ 'Xb WAL 12'-0" X 11'-4" VAULTED ClG 7'-11/2" 2'-0" 25SH +348/-43.1 or M ..... "':t 10!~~ ..... 1.~ ~~ \~ 2668 ~ "~n 10'-10" 1 N" / / / / / 1 I I . Ix I~ 1 ~/- I I :/ HU I' \/ /\ 1/ '- D-~R mrr//////1 CURB STOP ~ . ^ ~ S-6 BEARING WALL f3\ ~ . ~ ~_ BEARlNG ~ WALL ~ GARAGE 8'-0" CLG ,-------------l I Amc ACCESS I : LOCATE IN FIELD : I 22" X 36" MIN I L_____________J . . ;... ";' '" :t M r-- , Lt1 ..... . N -- ..... LJ) , o N ----- a, , r-. ... ----- ,----- ~ I I I 1 lYP. 1{5\ .l~~ +31.1/-36.4 16' X 7' O.H. GARAGE DOOR . · .. Ir- 2'-1 " 16'-0" 4'-0" 5'-2" ~ 4'-0" 6'-8" 20'-2" ~ 40'-0" CD Floor Plan 1/4" = 1'-0" 10'-10" Lt1 , ~ t1\ 1(2\ ~I~ - -, I I I 1 1 1 I I L ~tr- .. · kt NOTE: START DIMENSIONING FROM THIS CORNER OF THE HOUSE . . lYP. fi\ ~ 35SH +34.2/-41.8 . 3'-0" . 1A3SH +35.7/-38.0 31"H DECK / A.F.F. . . =+ HOSE BIB VERIFY LOCATION IN FIELD W/ BUILDER . . . . o ..... , 'r o ..... , \0 ..... <r ~ u z GENERAL NOTES: THE FOLLOWING SHALL COMPLY WITH Tl1E 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) I: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 FRAMED WALL llJllJllJ cr::(9u ~~~ ::)QO SS~z 2668 ~:. UTILITY \ 2868 . ~ rlOL-o'celP.--1 = /8 ;::: 1 ~I \t- I ATTIC 1 r\ ;J(A6]/ \0 ACCESS ""'- 1 3'-11" 4'-9 1/2" ~ V L _ _ ~ 11'-4" ------ ti I r;:~~~ I ~ S I ~ III OP . II R/SH I ...... ~ ~ _ -I ~ _ -I f- - - -~ -- '----I.- 4068...r::::::::: . -'I"I~' '\. v -~!V ~: :~ :g.v: vl/2"~ I- DRYER VENT Tl1RU LINE ;:' ROOF MAX LGT 25'-0" CLG. ;::::::r 5068 ~ I - ~ 11- b I- HANSON BOX 3'-5" '* = UN IS ~ -r :;' ~FLOOR @36"AFF I-- - - -1~ - - - 5/ H[68 1 \.0 lJ"l "'\'E I R/SH SH 0 I I 9 ( 41/2 IXfi WAL ~. ~f7" M 4'-91/2" j' 5068 10'-111/2" · A I ~ I 6 ;6 n -'Ie = S~"'iI"~1 ~ '\ cr 22SH ~~~L .J ~~r::: I 1I"Wl! ~ ~~ S 2 ~ DEN/BEDRM #4 ~~~; TO 7' ~ LtA6 I FLOOR }5/ .. 10'-7" X 11'-10" A.F.F. ~ 2868 ~UNE +34.8/ +34.8 10'-0" CLG --........ l I -36,8 ~iT\::'H71 "-... · \... J --7 7 1/2" ~ ............... R/SH ~~.- = J 3'-5" ~-6 j f- - - - -~ - - - - --=- 2668 7 1/2" ...Y' ~ 5068 I ..---- . 9 ~ ... r-. ENTRY ~ 12'-4" I ~. . : ~"-... 4'-8" L 2' 0" f ~~~LT "@ , I BEDROOM #3 l1'-9T x 14'-11" VAU~TED ClG I _____-A-____ --- ----- / \ '-- '-- ----- '-- / \ '-- "- / \ '--,[II / \ ~ -.- / \ " x:JJ-1- / \ '" 9 3~ 'i!'o> 1/ \ t\~ K- '" y, %~ \ ~ ,,,-C:t co.~'? (9" '.j' / ~p . ...,.; "")x~ '\. "'\{{ :;~~8/~37.1 ;~~ .j' /' 1'-0" ~" 4'-2" , I I 11'-4" ~. 8'-4" I t 8068 S,G.D. +32,8/39.0 I '.. HOSE · ,JL. or BIB~ "'- N ,- 6, . ~2 / / / / / / ~ VAULTED CLG / ~ l' 8" L-VAULTCLG. TO / / "" ::::) - 1.,) 10'-0" / "'- ~ - / :- uu - .U ... i~. _u~ ~~:~H:h.e-.~\- - - - - i I LL ~ 7 ... ~ ARCH I I~ 1 A6 N I i-' ,POT I I ' = .~~M 2668 SHELF I ~ ~r-- rl I ..... , I r-- - / / iV /,.! .!'. / W/ I I I .< / // Iv/P)~'5~~'~'/ /0. f-- -1 _ 1 _ _ _ R/SH_ /~ -, , I ~~~ l~" I I I ~~~~o ~ I 5; I I 1 / 0 A ll::i, X 1 f.." IWALK-IN 2668 / /4'" Il/(j, O'j -' CLOSET 1 ~ DW ~V ~ ~;- C? 1 r-- I VAULT CLG. 1 1'-7" 14'-01/2" "" .6/ 0 ~ ! I 6'-9" ; FLOOR 1 ~CHEN S ~ 0 ~ 1- r---R/SH- 1 LINE 10'-0" CLG j" \,f,6 J/ ~ I 1 4" 8" N -/ '/ 1 4'-11/2" ~ 5'-4"..... 1'-5" l 2'-" / I (2' ---- lr// I POT I F;- SHELF F ;;; =- ~ S ",ror8' 5/SH ~ I ..... rARCH_ I I I PAN '" ~ - -v -'" II OPT. I ~ % I0'/R/EF:/~ &~ ~ 5/SH T' FLOOR UNE M~~~~B~~H ~ ~ g @ ~@ . 8 V / , / / /' / / / / / INTERIOR BRG, FRAME WALL I 2X6 WALL I ~ w o ~ ~~~ ~ ~i~-~ ~~~ g g wa.!1 N~' ~ >-2~ - w ~82 ~ ~ z g;. ~-w 00 !t~ ~~~;(~ ~ ~~~ ~8 ~() ~I::~ ~~ ~Zl BoE ZCll 0 ~z8 Ill! ~ t:1~lil 01:: 8~ ~~3 ~~ ~~ N ~ ~~ ~ ~~~i~ z >< ....J'j;)',....~ <..:) glo........., . Z co....m .t::!~ew Wo5.. O:....J... ;:J c: )( ~ ~~ <..:) a.. W I- Z ~~ C'1 cc c:::r. ~ . . . s o u 0'1 U o I.f') .S 00'1 r:-... t/) ;;:j~ ~ ~ E (:;j ~ooo~ rJJ,$ t:L:..~~ ~~ ~ """ ~ i 0'1 5"00'1 .8 ~ .8 r:-... t-!. .~ ~ ro i;j roRO'I ~o ~~~ ~~~"'d~.~ ~~'S~~~ ~ U C'l rJJ U P.d~ :tt: V'I V'I ~ Z -z::E: -is::E: ~o @~go~~o 826 ~~Hffift3=ffift~@~~ ::)QoX::E:ZlJ.::E:ZO<t::)!l. gb1~a~~a~Q~8~ -l~8:::jI-'O~I-'Z<tU-l ~~<t~ -0 <t~<t~ ~~~~~~~!g~~ o ~ lJ. 0 MASONRY WALL rtl"//////////////////////fi-I MASONRY SHEAR WALL 9 Lt1 \.0 ,. -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 UVING GARAGE LANAI ENTRY 1721 599 58 38 N ~ ~ o I N lC) I t'-- ~ ~ lC) ~ TOTAL 2416 >- ~ o ~ z w > z - o o \.0 2 .- 0 :J~ ZV>T-4~ o . T-4 '" ~"'OIN v>>C1'LI) >ffi~' ~Q)MC1' O,-M\.O ~ ,<(0- I "'o....cLLM ~l)roT-4 ~ (J) 0.. co ~~~~ ...- Z o o \.0 Vl c: o '(i; '5 ~ ~ Q) (J)> - - .- :c ~ Q) .- > ....... (J) Q) S- U - - >-1- Zz ~w ZV'l W.......zz Uooo wUti) ~~z~ o8~o Zo::~<( a.:>a. W:>::E L- 0:: <( "'wwl- ::c to F= w 19 I- I- ::E ~o~o 0:::: Z 0 J: >- ?:c F= (J) c.. ::E ~ ~ O~o::~ u:)wo:: a.zll.. ~~ I::E I- Lt) o o N ro $ E 2 V> 1.- Q) > o -0 c: <( llJ ::E o~ ~z ()~ o SHEET NO. CO a: 0:: o U w ::E o J: (/) ~ lJ) o o N (Q> Al N ~ ~ LAST PLOT DATE (5 Mar. 23, 05 -.J FLOOR PLAN b , rn ..0 ..... rl ~ ! ~ N ..... 8 N ..... ~ ~ ...... '" >l> ~ ~ t o '" ~ ~ ~ ~ <fl /' ~ Oil I i ~ ] 1 ~ I /' /' 40'-0" 9'-8" 30'-4" 9 \0 ~ ~ 1'-0" 8'-8" 4'-6" 5'-2" 5'-4" 3'-10" 5'-6" 3'-10" 2'-2" - -,r - --,.~- -'-1'- - - - - - - - - - - - - - - ---, I II ~ ~ I i I I i I I , Vl Vl 'I II 'I STEP ..1'\ ELEV I, I i I DOWN 3.5" ''''(-)0'-31/2'' , - I !L----~-d II I - -I( X X X X X x' x x x x x x X -I II I N ~ H~t l r- - - ;- ~E~ @ - ~ I I ~ -q 115'\ L~.G.D. ~ II I I ~(---1'-4" ~ 8'-111/2" _ ~ I _ L I ~tl ~mv u-~Li TYP. I L I .i! 0'-0" 2a-2" 19'-10" @-rr- I ~ r~rl r/}-~ =- -1 r =- -=- -=-l7 1r- =it- I ~ I l lYP. / 0 II U I i. I L 'I iT\ 3 1/2" 2500 PSI CONe. - / /,,? "?0~O 0 III II -r I~ SLABW/6X610/10WWM / /" 0 ~{- II II I II ~~6S~~~~E~RFBC, ~/ \ ~~ I I s I -,'I ~ ~:~E~~E~E~MITES " :;t II n I' ~ I I n I I ~ I II ~ II =- - =- -=L~ 21:- "II. ! ~t -1I 19'.91/2" .... 9'-4" ~ I 3'-5 1/2" ..., 2'-1" Il I ~ r~~~ - - - - - - -- = " ~, = 'II \JTUS lJ;;;j(~'_7"Jj:'-~ ~i- ~ I I -;E~ i ~ / ~- t-- I _ [JLIOPT.I_L -.J L _ __J LIrc-~.f:.C L", =- o__=--.:.J I ~ I I u- - - - - -11''- r- ~v'~\L~)--l I 1 NOTE: PLUMBER TO VERIFY , I 3,5" YiH LAYOUT & DWV SIZES I' I STEP BERFORE CONSTRUCTION POWN I 1 ~ BEGINS , 5'-6" t - \0 ~ I - I ~ - - -ill I I I I III~I f---Jl~ CURB. 1'-111/2" L: - ~ ~ I I' ~ ~ I ~HB I ~ ( 2'-8" I _2X5WAlL ~ CLFf I ~'r 2'-10" 12'-11/2" L 20'-5" r I ~ I I I L ' Il f I i I ~ II f, FJ- __j~~l- I=jlY ~J ~~~~v lli',:' ~ II - - - - - - - - - -: -_ I STEP f4\ ~ 3/4" DP X 9" WIDE ~ DOWN ~:..J r roo RECESS ~ I - /J. c:=:J ~ l 3.5" '\ i1l ";1 O ~u ---T~f31 Ilfl ~ I I I TUB W/C - t- nCi' - ~ :'11 I', ~ I I b P r 3' 5" J! ~ I ~ - r-t - s d f-7 /2" - 7 1/2';1 t II Il f I I I I It=-- == == == ~ 7 ~ I' ~,/ I I '1 rn I I ~ ~I.. ~I .LL =====-~J I I t_IIh--1 = ,II r-,.+ ~l~ I rz/ZrF'=/~='-=--~ ~ .~,~_~~_:~------I.I I --- - -. ~ I ~ ~ I I '" I II ~ I 1 (3\ - l,~~" SLABUNE ~,vVl I I il, I i I ~ ,I ~ It - i 2'-0" 9'-11/2" la-6 1/2" t _ I I _1I Jr-111 · I ~ I I I I - ~ L 'I ~P. ~ 'P -I -~ 'f I I ~ "-I · I CONTRQ~ I I '" rn I III ~ I II " 11- ~____~N:_ rl ---------1-1 il, I .~\ ~~).. 6 ~ 1 I I 6 I I - ~~~ ~/~ ~ I I I . I 6'~~ ~'~ ~/ ~ ,; ~ I I I I ~. 'y",- ~ :'0.- -- _// ~ ~ ". ~ ~'-::..-------~~V""<5 J_I f2'\ I I 1 Y''''''- ,- 1- I I\tQI S-l NOTE: PROVIDE 11/2" DEEP X ~3" I I 9 I ... \0 WIDE RECESS FROM EXT. FACE OF i'- A ~ L ~~~ I J I rc-~l'-O" 1'.0:9 ~ I ~ IXXXX xxx _ __l^^^^^ ^^ 'f. ".'1 ~ x~~x~x.::x~ x~ ~~x=-_x.::x~_~ THICKEN SLAB @ GARAGE DOOR 9 k 5-1 2'-1" 16'-0" 2'-1" -~ r.. b I ;.-. \0 I ~ b I rn b 7 M !Xl I \0 9 i'- N , ;.-. lJ'l b .... I M b .... , ~ b .... , M 9 ~ T rn b , ~ b .... I M 4'-0" 4'-0" 20'-2" 5'-2" 6'-8" 40'-0" CD Foundation Plan 1/4" = 1 '-0" 4')(4' NC COMP PAD 3.5" CONe. SLAB (VERIFY LOCATION IN FIELD W/ BUILDER) 9 rn ..0 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"X2'-0" 4 #5 EA. WAY <> DEPTl1 12" DEEP ~ ~ I ~~~ ~ ~i~~ ~~~ ~ .:) ~~~ ~~ ~ ~8~ ~~ F Z 91:. 3-llJ 00 h::~ ~~F ~~ t5 ~~~ ~B ~I fficz -3 ~ oo~ ~iil 0 ~z8 !la ~ ffi~ln ~c 8~ :i3 ~~ ~~ <3 z d ~8 Z ON - co~l~ ~ ~e1gi~ Z x " &1 (.') ~ li~n- . z CO..-CD W c! ~f~eLJ .;) Q"...J V .. C2 ~~ (.') Q" W I- Z . . . wWw ~~u ~~~ :::::>00 g~z s o U 0\ U o l1) .S o 0\ t-.. rJl '... l1) (f') 'lI '"0 (f') ....... E~ .ooob ~a ~~~ a~ 'lI 'lI 'lI t-.. K .... 8 ->J ->J ->J 0\ 0\ ~ ~ ~ ~ t-.. t-.. '"0 ~~~~~~~.~ ~ ~';3 'lI t; t; ~ U ('.HI) 0 0... ~ ::tl: Vl Vl X z ~ ~. ~ ~ ~ ~ ~ ~ 8 ~ g ~g~ffiff?i:mff~~~g ::JO'X::EZL.L.::EZO<C::Ja.. O'liJ~o~oo~o-wo~ ~~2:~r-'9~~~!~~ <C~~w~S~~~wQ5~ t(<c> o~ .-z~ o .....' 0 C\I ~ ~ o I C\I lC) I I'-- ~ ~ lC) ~ >- (t: o ~ z w > z - V'l C o 'Vi 'S; ~ ~ Q) (j)> - - .- I ~ Q) .- > +-' CJ) Q) S- O w ~ O~ ~z U~ o _ SHEET NO. CO o o \.0 Q) ~o z~~~ o .,.-i~ ~"'OIN v>>C1'U') ~MOI >LU\.O ~Q)(Y)C1' Qi...(Y)\.O ~ <1::0-1 a...cLL(Y) ~llro,.-i ~ U) a.CO ~Q)E~ 3: ro ..- Z o o \.0 l.t') o 0- Nro L..$ Q) E > Q) 00+-' -a V> c: <( >-1- ~z zlJ{ w......zz UClOO wUl/i ~~z~ o8~o Z~~c:( a.:>c.. ~:>::;E I-ww~ J: co :c UJ 191-1-::;E ....... 0 I- 0 ea::: z B J: >-~~lJ) a. :;E ~ ::) O~~6 u:)wcc: a.zu. la~ :C:;E I- A2 . _,5'-10" .. . ... 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 KITCHEN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 44" AFF 39" AFF 36" AFF 12" AFF 42" AFF 2" AFF 2. AlL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAl SWITCHES TO BE AT 42" CENTERlINE ABOVE FINISHED FLOOR. 4. ELECTRICAl PLAN IS INTENDED FOR BID PURPOSES ONLY. AlL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF AlL ELECTRICAl, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHAlL BE INSTALLED AS DIRECTED BY THE NFPA NATIONAL FIRE ALARMCODE, CHAPTER 21999 EDmON 6. AlL ELECTRICAl IN THE SLEEPING ROOMS SHALL BE ON AN A.F,C.I. PROTECT CIRCUIT PER 2002 NEC . . SINGLE PHASE 200 AMP BREAKER PANEL NEMA 1 30 CIRCUIT . METER SOCKET (7 . c::=J r===:J o #4 CU TO COLD WATER PIPE & DRIVEN GROUND ROD. C\ BY POWER COMPANY 1 1/2" RIGID NIPPLE WITH 2 #1 AND 1 #3 CU THW CONDUCTOR . . elECTRICAL RISER DIAGRAM NTS . . :::] ELECTRICAL LEGEND $ SINGLE POLE SWITCH ~ SMOKE DETECTOR $2 DOUBLE POLE SWITCH (flu $3 THREE-WAY SWITCH FLOOD LIGHT $4 fOUR-WAY SWITCH 1.--------1 FLUORESCENT LIGHTING $DM DIMMER SWITCH -9- CEIUNG FIXTURE n c "::Jf~ :J OPT. CLG. FAN PREWIRE :6: SCOUNCE (WAlL MOUNTED) FIXTURE r1 d} 110 VOLT DUPLEX OUTLET U ~ 110 VOLT spur SWITCHED OUTLET I~ DOOR BELL CHIMES ~ GROUND FAULT INTERRUPT U .... @- DOOR BelL '" ~WP { WATER PROOF W/ GROUND FAULT DISP DISPOSAl <lib 220 VOLT OUTLET 0 .... ~ @ SPECIAL SERVICES OUTLET LO DISCONNECT SWITCH a N ~ r,v-' EJ .... OPT. T.V. CABLE OUTLET .... PREWIRE SPEAKER ~ L-1 '- <::] OPT. TelEPHONE CABLE OUTLET 0 ~ '- JUNCTION BOX '" ob EJ ~ T.V. CABLE OUTLET CD THERMOSTAT 1 rJl ...... TELEPHONE CABLE OUTLET 0 ! LOW VOLTAGE LIGHTING ~ @d) RECESSED LIGHTING ~ INTERCOM SYSTEM ~ 0 WATER PROOF [rn:J PREWIRE FOR GARAGE / RECESSED LIGHTING DOOR PUSH BUTTON ~ e BATH FAN j .z: ~ ~ BATH FAN W/ UGHT iii J / ~ ~ .g / :'j 'r I M 5'-2" ~ ~-:;I ,,; -I ~ U GREATRdoM \0 I O:l F -f---r---l- I ' L I -~ 6'-4" BEDROOM #2 ~ b I N /J~ 5'-10" BEDROOM #3 CD Electrical Plan 1/4" = 1 '_0" ROOM ct. I . '.. .. I -_ _m__~~__;.... '.--- I, ---- MASTER SUfIE i ) GIfo :) ~ --jj- -- --~ // . . I --~ , I--l 'r Lll----Lc 8'-0" . I " DINING ROOM ~ - ~_.'--------------I \ -1- I I ~ M I I . 3'-6" ~ f - . ---- - ~ ~ '\ ,,""" \~ )t. \ 5'-6" ~ ~ l [>< '\ . \ 9 ~ ..... \"~ n ~~:) f I 5'-0" \ . 4'-11" 5'-4" \ \ ...J ...J() UJQ2 ~b a.~ UJ . ~ DEN/BEDROOM #4 I \ \ ) . . ~ \ ATTIC ELECTRIC I IF REQ'D BY CODE Y GARAGE . . - / 9 ../ N ~ I ~ 110V CL'G MNT. ~ OUTLET \.21'-0" r--~-------------------.., I I~ I~ . . b I b ..... I I I I I I I : I::::cc=--==-==-=--===ccc-c ==-_ =-..:.--=-=--:==1., I .. . . .. GFCI NOTE: ALL ELECTRICAL OUTLETS V'iITHIN :} FEET OF Y'tATER1 GARAGE AREAS, OUTDOORS1 AND AS SPECIFIED BY CODE MUST BE GFCI OUTLETS. NOTE: ARCH FAULT OUTLETS REQUIRED IN ALL BEDROOMS AS SPECIFIED BY CODE. NOTE: ANY CONFLICTS BETV'iEEN Loc.A TION OF MECHANICAL FIXTURES ON PLANS AND ABILllY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION . ~ ~ ~ UJ 3 ~ ~ ~ ~~~ ~ ~ () ~~~ z ~lj- ('j <5 ~~ ~I~ ;! ~ z cr: ~~IO ~8~ ~ j!: w ~ ~~~ w z ~. z xli~':'~ ~-w cC ~ ~j!: ~~ ~ ~ ~ _I"). ?i:~~ ~~ ~~ Z lQ-lD 5-";;'lQ . W d ..'-'W ~c~ u i ~ a:...Jo" c z~ c~ t: )( ~ZB !~ ~ ,g~ ~ a. ~~ CC fJ~ w :~~ ~~ ~~ I- Z . . . s o U 0\ U ~ l1"J .S .9l1"J ~ ] ]-g ~ooo~ rJ)O ~~~~Cf) I-< P::: 1-<'" t 0\ 500\ ~ IJ) ~ t-... ~ .~ ~ t'j~ t'jg;g;~o ~~~ ~~~ ~.~ ~ ~ 'S ~ t; t; < UNrJ)UO..dI.; :tl: www o::(9u ~~~ :::>00 5?f2z V'l V'l X z @~'5~15L(S8~8 ~g~~~~~~:o::\3 :JO'XLZU.LZO~~~ aliJ~cn~oQ~oUJoo., Vl a. ....UJ ....ZLU<C ::.l~~::.l~9~~<(~~::.l <( I-'~ UJ ~ ~ ~ C2 ~ UJ u. I- ~ ct:UJ<(:Jw<(~Qo>- <(> o~ ~'-Zct: o .... u. 0 o o \D 2 .- 0 ::J~ ZVlM('... o . M ('... ~""O'N Vl>O)L/) ~>(Qg I ~(])MO) Ol....M\D ('... ,<(0- I a....t:LLM "",llcoM ~ Ul 0.00 ~(])E~ $ co .~ Z o o \D C\I (/) c: ~ 0 'en 'S; ~ ~ 0 ~ Q) I (J) > C\I - - .- LO I I ~ I'- Q) .- ~ > ~ ~ (J) LO Q) s..... ~ U l.{) o o N - - >-1- ~Z zl:X wHZZ Uooo wUtJ) ~~z~ o8~o Zoc~<( a.:>ll. W:>::E L- oc <( '-wWI- ::r: a:l ~ UJ (.9 01- I- ::E 1-4 ...,.0 0::: Z 0 ::c >-~IU'l a.~~::) O~~5 U:)W~ a.zLL U'lZ H~ I~ I- co L.$ OJ E > (]) Q+-' -aVl c <( >- 0::: o I- Z W > Z w ~ 0;2 ~Z t)~ o _ SHEET NO. CO a: ~ 8 W ~ o I U'l ::) In o o N (Q) A3 N ~ ~ LAST PLOT DATE (5 Mar. 23, 05 -.J ELECTRICAL - 4'-0" OFF RIDGE VENT ELEV AT 8'-0" 1ST FLOOR T.O.M. ELEV AT 8'-0" 1ST FLOOR T.O.M. -t-E-- 5.9 I 12 t- I 5,9 ELEV AT 12'-4" ENTRY CEILING 25SH o :J: = 0 :'? ifi \0 :J: 3: 8 z ~ DKOAAT~ CEMENTITIOUS ~ml~ o b, ~&,~ u.. _, .... OoO\O~ ~ ~ 3 35SH 25SH 8068 S.G.D. ELEV AT 0'-0" FINISH FLOOR ELEV AT 0'-0" FINISH FLOOR @RearElevationI 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 ~ Rli:x;" VENT - '\ ...1 II 1111 II I 1111 II II II I~ 12 ~~ II II II I II II I I II 11 I lrr-. ~ TYP. OVERI-IANG @ ENTR \ .....1' 11111 II I I I I I I I I I I II I II l'J'-, 5,9 ............... ..,., II .1 II I III I II 1111 II I I111 II N.T.S. ..... II IT II I I III II II II II I I II I II 1 ml I- ...,..11 fl 1 I II I] II III III I II II II I I 1111 I II I IllJ I II Tr.,.., ...1'! III II I I II I II I II I I I 1111 II I I I II I II I III II I II I 11,f'" ;I' II III 11111 III ] II II I I I I T II II I III I II 1II1 II I III II I II I I I 1} ,... 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I ~ ~ f j i ~ 1 i f ELEV AT 8'-0" 1ST FLOOR T.O.M. ~~ DKDRAT~ CEMENTITIOUS \N~" lA3SH o :J: 00 0 ~ U5 :J: ~ 8 35SH z 3 2'-0" BANDING r RETURN @ srDES ELEV AT 0'-0" FINISH FLOOR -t-E-- 5.9 I 2 SCORED BANDING 25S - -1-- - - - - - -- y ELEV AT 12'-4" ~_ ENTRY CEILING T ELEV AT 8'-0" L 1ST FLOOR T.O.M. T ELEV AT 0'-0" FINISH FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -'1.--- - - - - - - - -- 'LNc PAD ~Ri ht Elevation I 1/4" = 1'-0" '" :J ii ~ ~ ~~~ ~ ~ 12 t 0 ~i~ t- z 5,9 N ~~~:2 :;] c.5 ~~ ~I~ ~! ~ z Q:: OJ~IO ~8~ ~ ~ w ~ ~~~ w z ~. ~-t.J 00 ~ z ~ti'n'......&j ~~;ii~ ~ (!) ... rt') . ~f2~ ~~ ~~ Z OJ"'lIl . ~"'-JeuJ w o .. ~c~ ~ ~ 0.: .. o zin o~ ~ ..Jo C >< Z IIIl ~ ~~ m~m ~ B~ (!) a.. W :~~ ~~ ~~ I- Z . . . DO DO DO 3068 DDDDDDDD DDDDDDDD DDDDDDDD -GGGGGGGG 6 SCORED / ~2SCORED BANDING BANDING / / f1\ Frint Elevation I ~]44" = 1'-0" / ~ ....,.11111 II II 111I1111 II liT' 5,9 12 x11 liT 11 I II II I II II I '1"1, A1T II I I I I! I IJ, I I I I II 111' ~ .........,. II T I I II I lilT II II I I II I II I l"t-............ Aflllll II I II II I II I II I I II 'to /'1f11 I I I II 111I1I II I III II 1111 I I I II II1II II I II Th.. II I I II I II 1111 lilT I I 1 III I II II II I I I II I III II I II I I II "10 .A"" . Iii I'll ;1..,. II I III I 1111 1111 I II 1'11111111 II I I III II I I II I11111 I 11111 l'l' /"" I I II I I J II ..,.1""11 I 11I111111 I III II I lilT III. III 1111 II I 1 II I II I III II II I II I II ...,., I III II I I 11111 IJ I III I II I II I I I III II III I I II II I III II I II I I I I1I111 1'1' o'1'!""ll I Tl III I II I II I II 1 II 111I II II I I II II II II I I I I II I II I II I II IT II II I III III I II II I I I 1I11 I I II I II I I I II I 1111 I II I II r .........n I I 11111 II I I II I 11111111 I L I UIII IJ 1 I II I Illl1111lTI III II 11/111 IIITI 111111111 I I I II I II I I 11I11 II I II I I II IT' 11 1111111111 I I II 11111 1I1I1 I 1111 II I 111II11 11111111111111 III II 1111 II I I 1111111 I 11I1 III I I II III III 1111'1 n II I 1111111TI I II I II I I III I II 1111 III I II I II I I II I II I III III I 11111 II I I III 11II II I III I II 1111 I I 11111 II I I II I I1111111 I I I 1111lT',.. ....-1i 1111111111111111111111 I II III 111111 111111 11111111I11 L 111111111111 I II I II111 11111111111111111 I .IIIIIIIIJIIJLI L 111111111"1-. ,..,.r IIITIII 11111111111111 1I11 I 11111 111I111111111 111111111111111 I 1111111111111 I II /111111/11111 /11111111 I I II II I /11111111 III III III III 11III II l't--... l II 11111111 1 11111111111 I III II I IIITI II III I 1111111111 III 1111 II III II 111I1 II I III II I lilT III 11111111 I I II I II I I 1111 II I III I III I 1111I1III1 III III I 1111 T't-,... I'll II I lilT 111I111111111111111 I II 11111111. II IIIIIIIIIITIIIIIII IIJ 1 IJ 11111111 1II1111 III 111.1 II II II I 11I11111I1 I II III I I IJLIIJUIII 1111 IJ 1IIIlll111Tl fl "10 .......,.r] IJ I 1 II 111111111111111111111 III 1111 1I1111111111 II1111111111I1I11 III I 1111111111111 I111 111I11 III 111II1 II I I II III I 11I111I11111 I I 111111111111 1111111TIIl't-... .......,..(JIll II I 1111 11111111111 11111111111111 I 1111 11111111111111111 I 111111111111111 11111111111111 I II 11111111111111111111111 I I II III I 111111111 III 1111111 III I 11111111111111 T1I!l'-r,.. AI II II II II II II II II II II."", ~ 00 fo;ol '" 6 SCORED BANDING NOTE: ALL BANDING TO BE CUT AND SCORED 16' X 7' GARAGE DOOR ROOF VENT SCHEDULE VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTAllED FOR A MINIMUM OF VENTED AREA AS USTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 2001 SECTION 2309.7 LOCATION OFF RIDGE VENTS (SQ. IN.) SOFFIT VENT ( SQ. IN. ) 1 st LEVEL ROOF 312.0 1338,24 GARAGE 104,0 472.0 DECORATIVE CEMENTITIOUS FIN ISH 5 SCORED BANDING s o U 0-- U ~ ll') .6 ~ll') ~ ~ \::l (f') ....... .E~ .ooo.c r./'J,9 fI::~Fj~(f') "" I-'oC ",,' t 0-- 8::>0-- ~ ~ ~ b\ t-!.. 'V1 ~ ~.s ~[:-..,~~o ~(/)[:-.., ~t-!..t-!.. ,8 ~[:-..,.~ ~~~ ~~ .......~ s....... . . ~~ UNr./'JUo..~i>'*l: UJUJUJ ~l..!)u ~~~ :JQo SSteZ ~nh~-hh~! ::> O'ox ~ z u.. ~ z 0 <{::> a. O'b'Jo::o!!;lOo!!;lQ~Oc. Vl a. ~w ~ -=-u<( -J~a.:jl-'aO::l-'z<(U-l ..J~<(~ ~o <(o::<(~ <(~~~~~~~~~~~ o ~ tt 0 o o \..0 2 .- 0 ::Jv Zlf)MI""--, o - M I""--, t-t-oIN If)>0'\lJ'l >CO~I t-t MO'\ 'O~M~ <(0-1 a...cLLM "~l!lroM ~ U) 0.. 00 ~Q)E~ 3: ro -I- Z o o \..0 N (J) c ~ 0 .v) '> ~ CJ) oc 0 ~ CJ) I CJ) > N - - -- L() I I ~ l'- Q) -- ~ > ....... ~ CJ) L() Q) L.. ~ () I.() o 0- Nro L.3: ~ ~ o~ -elf) C <( >-1- ~Z z~ w.....zz Ucoo wUlJ) ~~z~ o8~o Za::~or:( 0.:>0.. w:>~ I- a:: or:( ww/- J:CO~LU 19 01- I- ~ ~ 0 O:=Z5:1: >-~~(/) o..~~:J O~a::~ U:) w 0::: o..ZLL la~ I~ I- >- ~ o J- Z W > Z UJ ~ o~ ~Z u~ o SHEET NO. - CO 0: a:: o U w ~ o I (J') ::J LJ) 8 N @ A4.1 N ~ ~ ....... o -I LAST PLOT DA IT Mar. 23, 05 ELEVATION I - az 20 II <{I- (Oillj ~U)<.9 >- 01- 2 I..L - -coo:: ffi~U) >~ro ~ _I ~ (0 .... ,:.; ~ &. -" ~ ... .... N ~ .... .... ~ "- i'l "- '" ,e ~ ~ ~ ~ ~ ~ i ~ I I./'i ~ ~ ,g ~ ...- :j 40'-0" a -' (0 J.c _ 9'-8" _ _ 30'-4" ~ -~ ~p > ~ ~~~ ~ .,cn,,~ J~ "'~r /V ~/~~V~~/ )~V -I~/ ~j(Jp V JU3~~ N v/V~//~V~" / V~~JU~ ~ I iJ05~ _ I~~j/I~VV~~V/~ /~ ~J05Z" V/ //X/ // // // // // /^A1\~ '" ~ / / / / X ~ / ~ /:- /.( <t ~~13"", '" '" ~ / / / / _ ""+ + + + /A11""'" '" '" '" / / / / / + ""+ + + /A09 _~ '" '" '" '" V / / / / - + ""+ + /A07 + ""'" "'''' " // // ~ + + ~ /uo =.- _~ "''''' "'''' / / / / / f- ;- -r "'-?J- AUJ -r -r """"" " / / / / / + + + '~ + -, '" '" '" '" ~ / / / / '" + + + 4-A01+ + "" '" '" '" '" // // / + . + . + . :~. + . -~ ~~ "'''' V // //- I .. I .. I "A~ .. I .. // // /_ I ..L I ..L ,/~ A~4 -I- I ..L V / / / / +' + /+ ~ A06+ . . 1// // ~- + /+ + ~ A08+ V7/ // + /;-z + + ~A10' V / / / //- / ;V ~ + + 'A12 V / / / / / Y ~- ..~ + + . ) /~ / / ~ / / / / / /. . I / / / / //,.- ~ Co T T/ V / CO.$' / // / I 2 P( 1 I _~ I / // ~~ '~~~WA~v' -1J ~ -1-/-1- / J ,\,;UL '" "'\: ~ r ~ ~ ~ / /~ ~ '\. ~ ~ "~~ / // // ""'" ~ ~ :~(/S' / ~-~1 " ~ ~'- t '-8 f/;''' SPI N _ // V/ '" '" " " /&;(...~ ~ '" ~ ~ ~~ ~ ~~ ~~'~ /~ ~ ~ ~~ \, ~ ~ r/ ~ 1\ 1-- ( ,j ~~/ =-1 " 10'-10" 810 811 812 802 4 801 ~ ~ a ~ ,~ 0) ~ /"'" 803 co , ~........ -~ F-.. ~o , / .1Of) / J03 / ~ - IC1/~ "" 804 "" .In~ - ~"J03 ~ ,,",0 T"'" "'-I ~,",h- ~~ ~ ~ t--- o -, , ~ , ~W T"'" I~ _ 4'-0" _ 5'-1 1/2" 6'-8 1/2" 20'-2" 4'-0" Truss Notes: THE Floor and ROOF TRUSS LAYOUT ON lliESE 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 lliIS 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 lliE RIGHT TO MAKE ANY CHANGES AFTER final TRUSS INFORMATION IS SUPPLIED from truss manufacturer. V / / / / / /1 ENTRY BEARING AT 12'-4" BEARING AT 8'-0" a , LO (0 -,~ J I ~~ L, + ~ 1 0'-0" FLAT CEILING 8'-0" CEILING HEIGHT VAUL TED CEILING AT 2.5/12 ENTRY BEARING AT 12'-4" ~ ~ APPROVED lRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG HEEL HEIGHT = 2x4 STD. BOTTOM = 2x4 MIN. TOP = 2x4 MIN. 0) I 0) ~ a , F-.. -- 2.5 12 1'-4" ... -- TRUSS END DETAIL C) C) '" 10 ~l ~ t4 <::::t 0.. ~ Ii ! ~ !.J ~ ~!.J F ~ ~F ~ ~ ~~~ ~ ~~~ 2 ~ ~~~ ~~ ~ z ~ . $-!.J 00 lt~ ~~F ~~ ~ t~l5 ~i ~~ ~~~ ~~ 01 ~zs l!!l ~ t:1~ ~1:: s!!l 150tii !!l~ zF :~3 F~ l:Hs o z N . ~(Q <-' 0 Z N - ro~'9 ~ ~~gi~ Z x ,.... ro - o..Jrt},.... <-' en It.....-.., . Z ro..-!D W q 5~ew ~ a....J... c )( ,g~ <-' a.. W I- Z . . . g U 0\ ~ o If) .:::1 o 0\ t-.. (/l ~ If) ~ ........c-Q) 'oJ"O c'' B ro .000 (./)0 ~~~;!3C") I-< ~ 1-<'10\ SOO< ~ Q) ~ t-.. ~ .~ ~ ro ~ ro~~~o ~~~ ~~~ ~.~ ~~'S~~~ ~ UC'l(./)Uo..~ :tl: www ~19u ~~~ ::Joo SSf2z Vl Vl ~ Z ~" a "g ~ 8 a: @ ~g@<(Vl~~Vl~ of2(3 ~ ~ffia::~ma::a:z~ ::>O'><~zu.~zo<(::>~ O'liJ~o~OO~Qwo~ ~~~~~9~~~~~~ ~~~~~~~!~~~ o ...... u. 0 Dale: ID-STATE TRUSS CO., INC. 3125 Reynolds Rd., P.O. Box 1606 Eaton Park, Florida 33840 941-665-1309 / 1-800-940-8787 BUILDER: US HOME CORP. lBW. ADDREss: ANDOVER 2005 ELEV. 1 N.T.S. 1M STB JOB USSUNNY1 10/27/04 o o \.0 2 .- 0 ::lv ZV>T""i,........ o . T""i ,........ 1-o--4"'O'N V>>0"l.{') 1-0--4;::;:;;0, >L.L.I\D I-o--4Q)MO't O"-M\.O ,........ <(0-. o...!:LI..(V) ':Ell roM <( ~ a.,? ~$~M .1- Z o o \.0 C\I Vl C ~ 0 .v) '5 ~ c?l 0 ~ <J) I (J) > C\I - - .- L() I I ~ I'-- <D .- ~ > ........ ~ (J) L() <D L. ~ () l.{') o 0- Nro 1...$ OJ E > Q) Q+-, -cV> C <( >-.... ~Z ZW w~~z Uooo wuVi ~~z~ o8~o Z~E2c:{ 0..:>0.. W:>::E I- ~ c:{ wW.... :r: co ~ W (.9 0"" .... ::E ~ --0 O:::ZOI >-~~Vi a. ::E ~ ::> o~~~ u:)wo:: o..zu. ~~ I::E .... >- ill 0:: O~ O ~z ()~ ~ (().Q SHEET NO. ~ Z ~ W ~ AS.1 ~ > ~ LAST PLOT DA TE ~ Z (5 Mar. 23, 05 @ -...J ~~~: ~ IA o I M d ~II 4"B.S. - o I ~ -c- TILE ~-- i 1 ' CD) '-r c ~ ~ ~ / / / ~ l j ti o TUB \ 2'-6" ~ 2'-11 1/2" t G) Bath #1 1 1/2" = 1'-0" - .---- ~ , ~ nin ~ \D , M /1'" / "- / "- / "- " / "- / "'- / ,1/ -.-- I D/W SINK ~ SPLAY o Kitchen 4 1/2" = 1'-0" .... ,:.; ! ~ ~ '" ~ ~ ..... f:) ..... '" all ~ ~ ~ tl .~ .!/ .s ; j ~ ~ i cz J ~ ~ o ] --- :j * ~ ~ I 42" HIGH MIRROR M ~ .oLD.. /' /' /' " , " , , " 0 /,' I /' M /' 2'-8" 4'-4" POT SHELF /"- / "'- / " / " // ", , / " / " / " / " / ,/ / / / "'- "'- '" I ~ 220 "HANSEN" Fl=rF~f~ D W C 14 1/2" X 15,,-1 DRYER VENT RECESS (;;"\ Utility Room ~1/-2" = 1'-0" - ~ , M -~ N -- M o M , N -r -~ "'- v -'" t . / / . o , N o I M ~ , N N , M v- o I M ~.... o , _....M ~ I N ---' """ - 4"B.S. N , M -.... I_~ v ~ -- M o , (V) / "- "'- "- "'-, / / / I BASE . ~.... -r- - .---- -~ - ..-- ~J 1'-2" f TO PANTRY - l . .. .1 HALL TO FOYER 3'-1 " POT SHELF I /""-. / "'- / "- ",/' / "'- .............. > / / "'- / "'/ ,;4"6.5. v---- /''' " ,/ ........ ........ ) ,/ ........ ,/ ........, ,,'/ "- "'- " o . // ......" / " v/ """ f'. /' " / " / " / ,/ J ~ BASE REF. """"1 Jl" CD Kitchen 2 1/2" = 1'-0" ~ 00 -~ ~ I ~r ~~ o I o M ~ I M o , 00 -',..... v -,..... 7~~" ~ HALL TO FOYER 4'-2" 42" HIGH MIRROR -it- ~ I M 00 o , 00 -I<- ~~ - .--- o , N - - .--- o , T""i _.-- o , ~ -' .-- ,r-- 4" B.S. 2~ .o..lo.. ~ .ollrr o , (V) ,/", /' , /' /' ........ /' k >k ........ /'........ , /' , , //' , ~,..... ~ o Arch 5 1/2" = 1 '-0" /' " , '...., /'/ ,/ //' l J \-J 1 1 o Master Bathroom 1/2" = 1'-0" / / " / / " " " \ / "- POT SHELF / ,//'........ / ,.....- ........> " /.............. - ,,/ ............-- \v Ii' / "- / "- / "- "- \ - 4"B.S. / / / k " "- "- "'- "'- "'- , / / / BASE o Kitchen 3 1/2" = 1'-0" I fr; ~ ~ / o :/ 0 // TUB ~// J 3'-6" -'.... TILE .. o , ~ ~ 0) ~ ~ '/ /d t HOOD RANGE o , o M 1 '-2" * . /, / "- / "- / "- \ / / / "- / \/ I' " "- / / / r "'- , "'- "'- \ TO r- PANTRY o "'- "'- "'- / / / 1/ . ... /.. --' "" BASE J ~ """"1 Jl " 00 o , o M o I 00 I J 7 1/27J (j) Arch 7 1/2" = 1'-0" --' """ --'",,= o I M -.- . ~ I N . / -'"" I ~ M r -0.- ~ V o , (V) ~ / o ENTRY TO M. SUITE 2'-8" ...$J~ ~.-~~ \~~ ...,. ~:b u z o , N N " ~CQ Z o~ ~ co~'o ~ ~~g~~ z x "Ol~ - 0 ...J",,, " CD LL.... '" . Z CO...-lD W q ~~etJ ~a.....Jv" c: )( .,g~ " a.. ~ Z ii ~ ~ ~~~ ~ ~ ~:~ r1 ~~~ ~ . ~ ~~~ ...~ t.J ~8~ ~~ ~ z 9;;. 3-t.J 00 ~~ F~~ ~~ ~ ~g~ ~~ ~~ ~I:::~ ufil i m~~ I~ ~~ ~~ at:: 8~ o II) zj!: :~~ ~~ ~15 . . . ~I\ \;P~ V':~ Z~ _ ''- u~~ ..' <t .... V;,., !f. u.. -' j " :- .... I- UJUJUJ o:::(,9u ~~~ ::)00 O'Oz V)LL ~ == ~~ 1/2" C\I ~ ~ o I C\I LO I I'-- ~ ~ LO ~ >- 0::: o I-- Z W > Z - s o u 0"1 U o l1) .S 00"1 t-.... <Il .... l1) Cf) OJ "d"d Cf) ....... Bro .0000 (f)0 ~~~~Cf) l-< C!:: l-<' t 0"1 ;1)0\ ~ OJ ~t-....K'fjj~ ro ~ ro 0"1 0"1 OJ 0 ~U)t-....~~~~8 ~~.~~~~ ~~ UC'l(f)uo..~~:tl: ~~~h~h~~~~ ::)QoX::a:zu.::a:zO-1:::)a.. O'~~o~OO~Qwo~ ~~&::j~~~f-'~~t3::J ;if-'-1:~.....0 If-1:-1: Q~w~S~~~Qb~ t(-1:> o~ Q!r-Z~ o ..... u. 0 II ~ ~ (j) - - .- I ~ <1> .- > -+-' (j) <1> '- U Ll") ~ I C'1 ~ ~ G! <::::( ~ i tJ ~~ , " o o ~ Q) ~o :J~ ZVlT-i('-.. o . T-i ('-.. ~-oIN Vl>"'Lt) ~>a)g I ~Q)M'" 01-M~ ('-.. .-r-O-, Q:..s:::LL(V) :E~roT-i <t: Q) 0. Co? ~$ET-i .~ Z o o ~ Vl C o 'v; 'S; ~ LO o 0- Nro L...$ Q) E > Q) O+-' "'OVl C <( UJ ~ o~ ~z ()~ o _ SHEET NO. CO N ~ ~ A6 LAST PLOT DATE -+-' ~ar. 23, 05 o -.J >-~ ~z zl:X w.......zz u@8~ J::~f5~ o8t:o Z 0::: ~ <{ a..>~ UJ>~ L- 0::: <{ r- UJ UJ I- :r: co J: UJ (.9~~~ ~o~o o:::z5I >-~~(/) a.. ~ ~ ::) o~o:::~ U :J UJ 0:: a..zu. lJ)Z .......<{ J:~ ~ 0.: 0::: o U UJ ::E o ::c lJ) ::) lJ') o o N (Q) o z 3 1/2" SLAB W.W,M. (VERIFY) N g ~~ ffi ~~~~~ W ~ <>>N ~ g~3'~~ z DO ..- In W d ~f~et.J ...J O::.J,," ~ ~~ Cl 0- W I- Z . :, 16" SEE FND, PLN FOR STEP DOWN HGT (lYP 3 1/2") 3/4" X 9" RECESS N ...... ..-4 M (1) # 5 REBAR GRADE FINISH flOOR LEVEL '. . II "I~llllllllllllllllllli:III~I:'''''' """< I -III III III III I .:...'. N '--=111 II! II: II!: '. '. "" .... -=111=111=111=1 ... . · ~ 16"~ W.W.M. W.W.M. PORCH F.F. o ("oj w SECTION @ GARAGE SINGLE STORY FTG THICKENED EDGE STEP DOWN @ ENTRY SCALE: N.T.S. SCALE: N.T.S. BEARING 1 STORY SCALE: N.T.5. SCALE: N.T.S. FRONT WALL OF GARAGE PROVIDE 1 1/2" DEEP X 13" WIDE RECESS AT GARAGE DOOR. 1/2" EXP. JOINT ALIGN DRIVE WI 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) F.F. W,W.M. ~ !oJ ~ ~!oJ~ ~ !!l~8 ~i ~~~. ~~~ :2 ~8~ ;~ l-:~!oJ 00 ~~i= ~~ ~~ t~~ ~S - ~z ~ -3 ~~~ ~1ii o~ rqZS l!!l ~o ~~ at: S!!l :i~ ~~ ~~ tr) C) C) C'-.J -.::j. ~ ~ ~ ~ 10 1 a.l 0.. ~ i . . . s o U 0\ U o l1) .S o 0\ /:'0 1J) ..... l1) C(') ~ ]~ ~oooc tf) 0 fi: ~ ~ ~ C(') ~ ,t 0\ 500< ~ Q) ~ /:'0 ~ .~ ~ ro~ ro~~~o ~~~ ~~~ ~.~ ~ ~'3 Q) ~ ~ <( UNtf)Oo..~.:t1: UJUJUJ ~(.9u <1:~~ =>00 SSf2z ~ ~ ~ ~ ~'~ ~ ~ 8 ~ ~ ~Q~..dift3mft~@S!:~ ::>ox;~zu..~zO<1:::>a. O'b1~o~OO~Qwo~ ~~~::jf-'9~f-'~~~-l <1:f-' ~w~p:!WW~I-::t ~~~~5~~~~~~ o ..... u.. 0 2-#5 REBAR N ...... .... M 16" 3 1/2" 0'0" FIN. FLR. UJ ~ O~ ~z ()~ o _ SHEET NO. m N ~ ~ LAST PLOT DATE (5 Mar. 23. 05 ....J SCALE: N.T.5. STEP DOWN BRG. SECTION @ GARAGE DOOR SCALE: N.T.S. SECTION @ SHOWER S.G.D. SILL DETAIL BEARING 1 STORY 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 (WWF): ASTM A185. 4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITl1 ACI 315, 4,5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3" BOITOM 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 WWF AT MID-DEPTH OF SLAB, 1. MASONRY UNITS: lAW ASTM C90 2. MORTAR: lYPE M OR lYPE SlAW SBC TABLE 1402.8B 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, A616,A70 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 C\I Vl c: ~ 0 'in '> ~ ~ 0 ~ ~ I (/) C\I - - .- L() I I ~ f'.- Q) .- ~ > ....., ~ (/) L() Q) L. ~ 0 .... ,:.; ] == .s. ::t <( ~ N ~ .... .... ~ "- 1:) "- '" ~ ~ ~ ~ ~ ~ J ~ ~ .g ~ .-- ::i >- Cl:: o I- Z W > Z - o o \..0 2 .- 0 ::lv (/),-ir--.. o .,-i r--.. ~"OIN (/)>O'\L{) ~'ffiOI > \..00'\ 'o~~\..O r--.. <(0-1 a....cLL.M :E~~(;j ~~~~ .f- Z o o \..0 L.() o o N >-1-- ~z z~ wHZZ Ucoo wUli) ~~z~ o8~o Zoc~<:( a.;>Q. ~>::?: I- w~ :r:~~w 19b1--::?: C2Z5~ ~~~gj O~oc6 u:)we:! a.zu.. la~ :::c~ I-- - - L- OJ > o '"0 C <( co 3: E <lJ +J (/) 51 & 8 w ~ o :::c (J) ::) 11') o o N @ PRECAST "U" UNTEL W/ 1-#5 CONT. IN GROUT @ OPNGS. 6'-0" & OVER. PRECAST "U" UNTEL ALL OPENINGS UNDER 6'-0". ~7 , ' , . I.' It ',I ',: ' : 'I: ' . , I" "J"'" I. ' , , ~ ~~ ~ (C ,.~ c:~ ~-:~ . ,~. . . . I ~ <C1) ~ .~\ ,~.J,<iI ~ ,'::. ~ ~.~ ~ '-',:.,~ :'i\ ~ ' ,),~ ) \. t '" 't ',. t ',. t '> 1; ',. k '" t '", ; ,:. " I I I .-., ~ , 'REBAR BOTH SIDES FOR ~ '\ OPENINGS 6'-0" OR MORE I I I , , " I I I I ..~ =:. I I ~. I I I I I I I I I I =: ~ ~. " I I I I r. ~ 'I",' ",: 'J I: (I '.. ~.' "-k ~,< ~. < I J ", I I~; . I STD. 90 DEGREE ANGLE W/l #5 DIA. ,~ " "I I ~~~3~)IN. LAP 25" , , .~ INDICATES FIllED 1 ' , 'I I CELL FROM FTG. TO I~:. " BEAM WITH 1 #5 I BAR MIN. LAP 25" ~ , (AO 530) , . - , --=:::::r-- 8" X 8" X 16" [:" ',I ~ I C.M.U. I I I . I"; , lYP. DOWEL 25" MIN. LAP (ACI 530) 1 ~ ,,I I I I ::. ~ I . ,; 'I ' ' 4 ' d I:" . ,', """.,.,.",..", ,.' , ',"'." .' ',' - " , ~ . -- .".,,~. - -. ~ ~ '. ~ " ~ I) ~.:::. .' ~ ~ t ~ ~ :.:::. ~, '~ ~ .' .' ~ :-.:::. ,'!:. iI ~ :. ~ iI ."~ iI ~ iI ~ , . . , , , , . . , . . , , , , , . . . . I ~'~;<1 ~,~ <:~~.;l ~'>:J ~,~ <l. ~'.'<l ~",.;.j :',.t" :',. <l ~ '" :',~"~ :'~;G :"~;Q ~'~~G :"~;4 ~,~ ~~;<l ::',' <l~' LSEE FOOTING DETAIL lYP. MONO. FTG. I. SEE FOUNDATION PLAN FOR LOCATIONS Q BLOCK WAlLJREINFORCEMENT S-2 , , _______ EXISTING U-BLOCK W/ 1 #5 CONT, W ~ DRIll3!4"X 5. MIN. HOLE SET BAR IN EPOXY = CAP TO PREVENT LEAKAGE #5X6'EMBEDDEDINTO EXISTING U-BLOCK UNTEL ---------- FILL CELL FULL HEIGHT W/ NON-SHRINK GROUT ~5X6'EMBEDDEDINTO V- EXISTING FOOTING DRILL 3/4"X 5" MIN. HOLE SET BAR IN SIMPSON "SET" EPOXY OR EQUAL 20" MIN. LAP { f -c #3~OR -#4 REINF~RC~NG BAR . #3 & #4 LAP SPLICE 25" MIN. LAP ~~Jr~'R~~"cI~ Bll!- wv #5 LAP SPUCE ~ Z ~ :E u.. o ~ Lt I- a ~ i7i rn N '~ '~ g I =- a.. V'l ~ = = #5 REINFORCING BAR ~~ ~ L 10" 1 " EXISTING FOOTING = , , I I ..,> , 36" MIN. LAP ~ ~.w~"~'#T~Ei~9~6~tfN~iJA~9wms b #6 LAP SPUCE l - r 4 ""'\ lYPICAL REBAR SPUCE DETAIL \:Y SCALE: N.T.S. #5 STD. 90 HOOK SCALE: N.T.S. Q RET"().fIT FlUED CHl DETAIL $-2 .... ,:.< ] = 8. -" ~ J SCALE: N.T.S. SCALE: N.T.S. NOTES: (1) IF RETROFIT FILLED CELL CONDmONS EXCEED (3) PER PROJECT CONTACT ENGINEER OF RECORD FOR ADDmONAL INSTRUCTION. (2) FOR PROJECTS IN HILLSBOROUGH COUNlY, ALL FILLED CELLS MUST BE WITNESS BY A LICENSE INSPECTOR OR AN ENGINEER. ~ N <:1 .... .... ~ ~ "- '" ,c ~ ~ =i ~ J /' ~ iil I ~ ~ .g ~ /' :::i lYP. TIE BEAM W/3000 P.s.I. CONC. Wll #5 REBAR CONT. SIMPSON SP4 W/6 - 10D ~ v r v "vi' v , , I I ""______ ~ ,. ------ A ___ STANDARD HOOKS W/25" MIN. SPLICE TYP. FILLED CELL W/3000 P.S.r. CONe. Wll #5 REBAR VERT. ,) LINTEL BEAM: 1 COURSE LINTEL BLOCK W / 1 # 5 BAR & GROUT MIN. 25" LAP SPUCE (ACI 530) ~ i JW) f1III[ r NON-SHEARWAlL SEGMENT It 1.11 1I11 III 1111111.1 I ~ ALL SHEARWALL SEGMENTS CONSIST OF A FILLED :r CelL EACH END WITHOUT AN OPENING BETWEEN, t t t t r ;\ I I ~ ~ I 8" e.M,U. --- I~ v lYPICAL SHEARWALL SEGMENT INTERIOR BEARING WALL INTERIOR SHEARWAlL EXTERIOR FRAME WALL ;\ I 3 1/2" 2500 P.S,r. CONe. SLAB OVER 6 MIL V.B. OVER CLEAN COMPACT. TERMITE TREATED EARTH FILL REINFORCED WITH 6X6 W1.4XWl.4 WWF 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 TOP OF SLAB ~ I I~ ,...~, V'l}',' ,,><, ""'0 . "., ...17.,,'....1<' 'r~" ""J 'V,," "q,,, po,:.. 7, ~...,. ~ ~ ... . ... /14^,;"~ t.....~ ,..... ~ J ."...};J ~'..J 4'...,' ""'... , . 'V L), .q, . ',. ,.' "7- ~ . (Jti" ,.. . ,.. 'V' .. l:t : . .. ~: "'~~. : ~" ,,: "'t:.",,:...,, <:;;:7- A. , "t:s : . , , : I 4. .4i~ ~ .~.' ~ ':-.' ~f.).-f-lt:J. .,. ... NOTE: SECTION BETWEEN DOWN RODS ARE CONSIDERED SHEARWALLS UNLESS OPENINGS ARE BETWEEN THEM. - r 2 "\ TYP. SHEAR WALL SECTION \:y 9/16/03 TH SCALE: N.T.S. ~3 FRAME (EXT./BRG./SHEAR) WALL ( 3 , TO MASONRY CONNECTION DETAIL \. S-2 , 1/2" lZl< 8" "J" BOLT @ 40" O/C SHEAR = 61 PLF. ---/ 1/2" lZl< 6" EXPANSION ANCHOR @ 40" O/C SHfAR = 61 PLF. 2-7/8" HILTI X-DNI NAIL @ 12" OIC SHEAR = 140 PLF. 1/4" lZl< 3" TAPCONS @ 16" OIC SHEAR = 198 PLF. A INSTALlATION OF WINDOW BUCK STRIPS - lX3 (MIN). GLUE STRIP W / ADH ESIVE SEALANT & SCREW W/3/16" X 2 1/2" PHILUPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END & 16" O,C. __ BLOCK UNTEL ~' ' ~ f--; " '" _~~ . A", " "'-. \' "-. ,J '\ , ,1. "'" ~ "':~~ .~"'~ ~ ' / ",,\ ~ ~ ~ "" / - 1/2" DRWALL A 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" PHILLIPS FLAT HD. ''TAPCON" SCREW MIN. 4" FROM END & 16" O.e. BUCKSTRIP - lX3 MIN (WINDOW) lX4 MIN (SGD) 1/8" SHIM SPACE l3) (~ lYP. 8" BLOCK WALL ~ :.- 1 WIN DOW/SGD 1 X P.T. W/ 3/16" X 2 1/4" TAPCONS @ 18" O/C MAX. & 6" FROM CORNERS TRACK - FILL ALL HOLES W/l" X #8 ST. sn. SCREWS W/PLASTIC ANCHORS SEALANT ~ ~ --- I 11/2" RECESS I IN SLAB SLIDING GLASS DOOR 1111111. .....> " mmf' ..... r ____ SEALANT ....-- BACK OF JAM B ] ~, ~ MASONRY OPENING ( 6 ,S.G.D. INSTALLATION \:y SCALE: N.T.S. Q MAS. WAll EXT. DOOR JAMB S-2 MASONRY CODES 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 CAvmES 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) ALUED PRECAST 4)LOTT \ 2-#5X6' IN CO~e. FILLED CELL -1~ 80 G jJ 4" !sAWCUT r:'\ SECTION \EJ SCALE: N.T.S. 8/01/03 SCALE: N.T.S. SCALE: N.T.s. ~-- ~~ ~.~ ...... -- o z g ~~ ~ ~~ I 0 ~ ~~~!~ ~ ~ 1i5'-n . z IX) .... a:l W d ~~ew ...J ci 3 . .. ~ j~ <.-' a.. W f- Z iJ !oJ ~ F ~~~ ~ ~~~ ~ ~~~ ~ ~~~ ~~ z ~~~ ~i ~~~ ~f3 ffik::~ ~~ ooE ~(S !!lJ ffi~1ii ok:: :i3 ~~ ~ I ~ ~ ~ '" 0. ~ ~ , ~ ~ c::( ~ ~'tJ ~ '\~-- ~~ "- ~: ' il s!lJ iJF Ciil5 . . /1 I '\ [00 ~. I~l\-~ ~~ Z" - !""'""- ... vr>- ~ - ~ 1V'~r ~ ~ ~~J ~ ,.., i ..... I- wWw ~(,9u <3:~~ =>00 SSf2Z N ~ ~ o I N l!) I f'-.. ~ ~ l!) ~ >- ~ o I- Z W > Z - ~ ~ s o u U o~ ~ .~ ..... Lt) C() .S:l ]] ~ooob r.f)O ~~~~C() '-' ~ ,-,' "t 0\ 5'00\ ~ OJ ~ t'o. ~ '\h ~ ~~ ~R:R:~o ~(j)t'o. ~~~ .8 .S:l ~ .~ .S:l ~ ~ ~ ~ UC"lr.f)uo..~~1I: V'l V'l ~ Z -z -z ~o @~g~~~~ 8f2g ~~Hffia:~15ft~~~::l ~cYX::E:zu..:EZO<(~a.. 0'V'l ~......o ~ 0 Q ~......o W 0 a.. V'lWo.. w ::E:u<( ::l~~::l1-"8~1-"~~~::l <(I-" ~w~~wwu..l-<( ~~~~5~~~~~~ o ...... u.. 0 II ~ ~ (/) - - .- I ~ Q) .- > ~ (/) Q) S- O o o ~ ~ :J ZV> o. ~ -0 V> > ~- >(0 ;,... ~ Q) ~~ 0 '- ~~.A" 0 ~ Q: ..c ~ (J) ~~ ~~ Vl C o 'Vi '> ~ LO o o N - - ro 3: E Q) ....., V> HURRICANE ANCHORS (lYP.) SPUCES 25" MIN. ('LAP (ACI 530 ) 10" HOOK~ STD. 90 HOOK (lYp,) (lYPlCAL) ~ i lYP. BOND BEAM , " 'I'. II' '["'. 8" X 8" X 16" K.O. ~ c, , . , I , " , - LINTEL BLOCK c ~ " C, 0. -' c," I, ~ " C," FILL W / GROUT &. I I k. ' 1 #5 DIA. REBAR MIN. LAP 25" , (ACI 530) 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 L- Q) > o ~ c: <( w ::E O~ ~Z ()~ o _ SHEET NO. m 52 N ~ ~ LAST PLOT DATE <5 Mar. 23, 05 ....J . Z o o ~ o ~ MI""'- MI""'- IN 0'tLJ") 01 ~O't M~ MI""'- LLM roM 0.00 E~ ro ~ >-1- ~ffi ZU') W......zz Uooo LUUtn ~gz~ 08~o ZOC <( 0.. 0- J-~~~ :r:~~~ 1951-~ ~za~ >- ?i j:: U') a.~~~ O~oc~ U:)LU(t o..ZLL U')z ......<( J:::E; I- 0.: oc o U LU ::E; o J: IJ') ;:) U) o o N (Q) ENGINEERING SPECIFICATIONS rPRODUCT DESCRIPTION 1 HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. rMATERIALS . F'C 8" PRECAST LINTELS = 3500 PSI . F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI . F'C 4" PRECAST LINTELS = 3000 PSI . GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. I GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED UNTELS AS REQUIRED. 3. INSTALLATION OF UNTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS, 4. U-LINTELS 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 LINTELS 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 UNTEL CAVIlY. 7.7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. I SAFE LOAD TABLE NOTES 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 5-1/2 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 CAPACIlY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE Tl1E PRECAST LINTEL. SEE REINFORCED CMU ON PAGe 4. 6.0NE #7 REBAR MAY BE SUBSTIlUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVA LUTE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT, . 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 8. CAST-IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN UEU 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 LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPUED IN ACCORDANCE WITl1 ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVllY OR UPUFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE VERTICAL LOAD ~ ~ Co iJ1 I LrI ...... + APPUED HORIZONTAL LOAD SAFE HORIZONTAL LOAD ~1.0 NOMINAL WIDTH NOMINAL HEIGHT 8. FOR COMPOSITE UN TEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL 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" UNTEL lYPE 8F32-lB SAFE GRAVllY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES FOR GRAVITY, UPLIFf & LATERAL LOADS SAFE GRAVllY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS (ASTo(A4IT4I lYPE 2'-10" (34") PRECAST 3'-6" (42") PRECAST 4'-0" (48") PRECAST 4'-6" (54") PRECAST 5'-4" (64") PRECAST 5'-10" (70") PRECAST 6'-6" (78") PRECAST 7'-6" (90") PRECAST 9'-4" (112") PRECAST 10'-6" (126") PRECAST 11'-4" (136") PRECAST 12'-0" (144") PRECAST 13'-4" (160") PRECAST 14'-0" (168") PRECAST 14'-8" (176") PRESTRESSED 15'-4" (184") PRESiRESSED 17'-4" (208") PRESTRESSED 19'-4" (232") PRESTRESSED 21'-4" (256") PRESTRESSED 22'-0" (254") PRESTRESSED 24'-0" (288") PRESTRESSED 554 475 362 337 296 279 N.R. N.R. N.R. N.R. N.R. N.R, N.R. SAFE GRAVIlY LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS .... ,:.l 1 ]. ~. 0- ~ '" ,:.l .... (ASTo(AeT4I lYPE 4'-4" (52") PRECAST ~ 11 --... '" >b ~ I .-" ~ j .-" ~ i:2 ! ~ j .-" ::i 4'-6" (54") PRECAST 5'-8" (68") PRECAST 5'-10" (70") PRECAST 6'-8" (80") PRECAST 7'-6" (90") PRECAST 9'-8" (116") PRECAST 797 669 411 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS ~ASTo~A4IT4I SAFE LOAD ~ ~ PLF 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 3'-6" (42") PRECAST 4'-0" (48") PRECAST 4'-6" (54") PRECAST 1293 1642 2135 1025 1024 1830 765 763 1365 592 591 1057 411 411 734 5'-4" (64") PRECAST 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 424 534 357 7'-6" (90") PRECAST 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 14'-0" (168") PRECAST 14'-8" (176") PRESTRESSED 15'-4" (184") PRESTRESSED 17'-4" (208") PRESTRESSED 19'-4" (232") PRESTRESSED 217 324 109 205 293 98 N.R. 284 89 N.R. 259 82 N.R. 194 63 N.R. 148 51 21'-4" (256") PRESTRESSED 22'-0" (264") PRESTRESSED N.R. 125 42 N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS ~ASTo~AeT4I SAFE LOAD ~ ~ PLF lYPE 8RU6 8RF6 REINF. CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 5'-8" (68") PRECAST 5'-10" (70") PRECAST 694 693 1249 408 407 734 382 381 687 6'-8" (80") PRECAST 7'-6" (90") PRECAST 9'-8" (116") PRECAST 595 788 510 509 674 393 370 490 227 * SEE NOTE 18 SAFE UPUFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS (ASTo(A4IT4I 2'-10" (34") PRECAST 3'-6" (42") PRECAST 4'-0" (48") PRECAST 4'-6" (54") PRECAST 5'-4" (64") PRECAST 5'-10" (70") PRECAST 6'-6" (78") PRECAST 7'-6" (90") PRECAST 9'-4" (112") PRECAST 10'-6" (126") PRECAST 11'-4" (136") PRECAST 12'-0" (144") PRECAST 13'-4" (160") PRECAST 14'-0" (168") PRECAST 14'-8" (176") PRESTRESSED 15'-4" (184") PRESTRESSED 17'-4" (208") PRESTRESSED 19'-4" (232") PRESTRESSED 21'-4" (256") PRESTRESSED 22'-0" (264") PRESTRESSED 24'-0" (288") PRESTRESSED SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS (ASTO(A4IT4I lYPE BRF6-lT BRF6-2T 905 905 867 867 675 675 655 655 570 570 506 506 395 4'-4" (52") PRECAST 4'-6" (54") PRECAST 5'-8" (68") PRECAST 5'-10" (70") PRECAST 6'-8" (80") PRECAST 7'-6" (90") PRECAST 9'-8" (116") PRECAST 8RF14-0B/lT o ...J ~ f- ...... J: ::E \-' o ...... Z UJ J: io ...... #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. #5 REBAR AT BOTTOM OF UNTEL CAVIlY J, 7-5/8" ,l ACTUAL 8" NOMINAL WIDTH lYPE DESIGNATION BOTTOM REINFORCING PROVIDED IN UNTEL (VARIES) r F = FIllED WITH GROUT / U = UNFILLED RE=RECESSED & FILLED QUANTIlY OF #5 REBAR AT I BOTTOM OF LINTEL CAVIlY 8F16-lB/lT J J L QUANTIlY OF # 5 REBAR AT TOP o LINTEL PLAN o LINTEL SCHEDULE o 8F16-0B/lT 8F16-lB/lT (0 @) o o . 00. .. . . . . . . . . v . . ~~ / / / / / / / / // / / (/ t L L 10 . . . . '. o ~. 00 .t . I I' (U_. v rl V//////////J . r-----------------------, . .. o .. . . . o . . ,0 . . . . . . c.3 z ~ g ~~ ffi ~~~~~ w ~ OI~ Z X ...J'j()'.......DO " glJ....-n . Z DO ... aJ . ~~eLJ w 0 " -.J li...Jv" ~ ]~ " 0- W f- Z :z: ~ l&J ~ o F ~ ~~~ e ~ ~~~r ~~~ ~ . ~ ~81 ~! ~ :z: ~ . ~-l&J 00 lt~ ~~F ~~ ~ ~~~ ~f3 ~~ ~~g ~~ 0; ~zf3 !!a ~~ !:j~1i; o~ f3~ ~~3 ~~ ~~ 1IO I lJ !L . . . www o:::19u ~~~ =>00 5Sf2z g U 0"1 U o l!) .S o 0"1 t--. C/) ..... l!) ~ (1) 'U ~ ....... .8~ .ooo.c- (,/),9 ~~~;!3~ ~ ~ k 1 0"1 SOO< ~ ~ ~ ~ ~ '(iJ ~ ~ ~ ~KO"I (1)0 ~~~~~~~8 o~]o~5~~ tJ) tJ) ~ z ~ZL -~L gcz:o ~~~~~~~~cz:o~6 ::>O'><::EZU.LZO~~~ O't{]~o\;!OO~Qwo~ j~~:n~9~~~~~~ ~Q~ffi~~~~~R5~ t(~> o~ Ci!r-Zcz: o ..... u. 0 C\I ~ ~ o I C\I L() I f'-.. ~ ~ L() ~ >- 0::: o I- Z W > Z - o o ~ 2 1- 0 ::J-q- ZVl~r---.. o - ~ r---.. l-4"Ol("\J Vl>O'\l.t) >1-4 as 0 I \.00'\ 1-4Q)(V)\.O OL-(V)r---.. '<1:: 0- I a...cLJ..(V) ~ ~ ~~ ~~~~ -I- Z o o \D V) c o 'in 'S; ~ ~ ~ en - - -- I 3: Q) -- > ....... en Q) s- O - - >-1- ~z z~ w......zz Uooo wUti) ~~r5~ o8to Zcx::t2<( a..>Q. w>~ ~cx::wc:( J: W :r: I- COI-UJ (,9 I- ~ ~ol-o ~za::c >- ~ :r: (J) o.~~:) O~cx::a U:)wct a..zLL V)z ......<( :r:~ I- SAFE LOAD - POUNDS PER UNEAR FOOT nOB BF12-0B BF16.0B 8F20-0B 8F 4-0B Bf2B-OB BF32-OB 8U8 BF8-1B Bf12-1B BFl6-1B Bf21l- lB Bf24-1B Bf28-1B Bf32.1B 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 8672 10294 11809 1349 1438 1999 2560 3123 3686 4249 1217 1663 3090 5365 7547 36 7342 19 B733 19 10127 19 1105 1173 1631 2090 2549 3009 3470 1062 1451 2622 4360 7168 45 6036 19 71Bl 19 8328 20 1238 2177 3480 3031 3707 4383 5061 908 1238 2177 3480 5381 8360 10394 3T 8825 14 1011 1729 2632 2205 2698 3191 3685 743 1011 1729 2661 3898 5681 B467 44 5472 15 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 3T 6390 4 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 3B 4754 45 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 540 873 1254 1684 2 93 2805 3552 540 873 1254 1684 2193 2805 3552 471 755 1075 1428 1 38 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 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 SAFE LOAD - POUNDS PER LINEAR FOOT BRF6-OB BRF1D-OB BRf14.0B BRf1B-QB BRf22-0B BRf26-0B 8RU6 BRF6-1B BRflD-1B BRfI4-1B 8Rf1B-1B BRf22-lB BRf26-1B 1749 3355 3280 4349 5421 6493 1635 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 B060 34 7917 19 859 1653 1600 2124 2649 3174 810 1113 2342 4242 6639 10 B060 39 7402 19 901 1825 3120 5048 7747 9448 901 1825 3120 5048 7915 9479 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 4 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCnONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 l.{) o o N ro 3: E 2 Vl 1- ()J > o ""C c: <( w :E o~ ~z ()~ g SHEET NO. CO N ~ ~ ......, o .....J ~ S2Ai lJ') 8 N @ LAST PLOT DATE Mar. 23. 05 DROP GABLE END TRUSS FOR O.H. GREATER THAN 12" 2X4 SPF BLOCKING @ PANEL EDGES - NAIL SHEATHING @ 4" O.c. STAGGERED w/ 8d IIIII X IIIII ---"'" ~ LSTA1. - STRAP J / ,j, '\ BLKG. @ 1" TRUSS j, .- " '// " / i/ ~j/ ~ V~'" ~ /V " ~ NOTCH BLOCK @ ~ PLATE TOENAIL w/ - 3-16d ~ 2x4 SPF CROSS BRACE @ 48" O.C. - NAIL w/3- lOd 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. ~ I I I I I I I I I I "I , I , I 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED W/ 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING W/ASTM CI002 FOR FIRST 8'-0" FROM END WALL @ 4" O.C. (lYP) <:PT ~ PLATE .. 4 BAYS GABLE END BRACING w/o VOLUME CEIUNG SCALE: 3/4" = 1'-0" REV. 3/04/04 TH A \..54/ ~/ ,// I GABLE TRUSS ~ "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE ON S3 FOR SIZE AND LOCATION) fS\ ~ ~ -~ ~ ~ f6\ ~ I I l I \ \ I I ~CONT.IBEARING 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 GABLE TRUSS 12 "L" BRACE W/l0d @ 4" O/C (SEE SCHEDULE ON S3 FOR SIZE AND LOCATION) ~ ~ o v~ ~ ....... r-----~~ "'~"'~ I ~ .... ,:.< -d :a ::I 8- .... ~ ~ N ~ .... .... ~ ~ "- "" ~ ~ ~ ~ ~ i 02 I ~ ~ ] ...... :j I (6\ ~ ~"'~ r [I r il J.' '. \ - ~DBL'TOPPlATE CONT. BEARING H usp mtw12 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION _ 2X4 LOOKOUT RAFTERS @ 24" O.C. W/ usp rt16 ~ 2X6 BRACE NAILED , /' TO SIDE OF GABLE ~ . TRUSS CHORDS , 4'.0" IN LENGTH OR GREATER 10d @ 4" O.c. , ~-GABLE TRUSS NAIL TOP OF "T" ~ ___1/2" x 8" A.B. ~ @ 48" O.c. MIN. ~ LINTEL COURSE ~ MASONRY WALL .- 11\ , S-3 I ( ELEV III ONLY) -~ ~~ I I I I I I I I I I I I I I I SCALE: N,T.5, r;;) ~ ( ELEV III ONLY) " .'J l" STUDS @ 16" O,C. usp spt24 @ EACH STUD SCALE: N.T.S. (7(\ ~ 2X4 SPF BLOCKING @ PANEL EDGES. NAIL SHEATHING @ 4" O,c. STAGGERED w/ Bd , ~P GABLE END TRUSS & LOOKOUT ~ERS FOR O,H, GREATER THAN 12" ~ IIIII X IIIII / '):1 ....~.] / LSTA18 - STRAP -J / //// / ~,'" "'" rt16@ ~ ~ BLKG. @ 1st TRUSS , ~ LOOKOUT RAFTERS IF APPLICABLE 2X6 BRACE NAILED ' ", TO SIDE OF GABLE STRUCT. SHEATHING " " TRUSS CHORDS C 7/16" MIN. THK. - ----- .... /' r-.. 4'-0" IN LENGTH ,'~ NAIL w/Bd COM.@ I "' /' 3" O.c. EDGES & 6" , O.C. FIELD / lOd @ 4" O,e. ~" , I:, I ~ GABLE TRUSS V~ "--! TRUSS~ "~" V ;ES"", I ' NAIL TOP OF 'or' , '\, " TO GABLE TRUSS ~~TINU€llJS 2X4 SPF ['\ " , V w/2-12d & (1) k~NING (4) TRUSS f'\, ~ usp mtw12 w/ I8A}818 FT) NAILED TO \ '14-10d x 11/2" ~; ~rllOCKING @ 4" O.C. " " w/12d & 2-112rd TO CHORD " ,,~ NAIL TRUSS BOTTOM . CHORD TO 2X4 DEAD- " I ~1 : : Vl: "q'S WOOD w/l6d @ 4"0.C. ./ NAIL DEADWOOD TO / ~ ~ usp Ista30 w/ ..../ TOP PLATE w/l6d @ ..../ _ 14-1Od @48" O.c. - 4"0.C. - d w SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS .- G.C. TO PROVlD[;" BLOCKING TO COMPLY w/ APA RECOMENDA~ONS FOR SPAN RA~NG OF 7/16" OSB. ** ALTERNATE SPAN RATED 32/16 PLYWOOD MAY BE USED 20'-0" MAX 20'-0" MAX "X" BRACE: ~U CON~NUOUS E OnOM CHORD DETAIL 2/S3 \ J' BRACING 2 X 4 MIN. SEE DE~L 3/S-3 \ / ~ I E(. .:>< ~ d w ---- ~~~ .1 :E~ ..,. - - - - ~~ I ~ - - - - -1C:'-'~ o I ----~-~ l.l ~-' ~-b I ~ b I ~-, - --- -b"l'x. I <~ _~ :E~ r--- " ~ (1e\// ~ " ~~ 2x4 SPF CROSS-BRACE @ 48" O,C. - NAIL w/3- 10d AT EACH END & AT CROSSING AT 45 AN~ " --~ , ----" ---- ----/ --~ -~ ~ ~~ ~~ >< ~~ Q Z W a.. ::r: )< 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX. )< 1/2" MIN. DW CEIUNG NAILED w/5d COOLER NAILS @ 7" O.C. ;?( NOm L 1) SEE TRUSS MANUFAClURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ mAT MAY BE REQUIRED 4' -0" O.C. MAX. FOR 2) ", BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF mE WEB. d w . 4 BAYS ... ______ FRAME WALL 2x4 @ 16" O.c. (lYPICAL) GABLE END BRACING w/o VOLUME CEILING REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN .- 13\ , S-3 I ~ 2 , S-3 , , SCALE: 3/4" = 1'-0" REV. 3/04/04 T,H. SCALE: N.T.S, REV. 7119/03 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 SHEATl1ING IS APPUED, 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 UMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA so AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY Tl1E TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.c. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDmONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEIUNG ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF Tl1E TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTI-l EXCEEDS STANDARD HEEL HEIGHT. SEE lYP. TRUSS BLOCKING DETAILS '" V~ "'\.. MINIMUM 2"x4" . "'-- CROSS BRACING (SEE PLAN FOR LOCATIONS) (3) 12d V~ER JOINT ~1 , ~1 ~. ~CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. CONY. FRAMED RIDGE MAY BE NAILED wi MIN. (4) 12d WHEN IT LANDS NEXT TO PRE-ENG. TRUSS lY'P. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION lYP. U.N,O. r- 2x8 BlKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) MTS12'S ~ /lr- 2X4 BLOCKING I\TWEEN EA ~~ I I \ ~ ~ I \ X ' VERTICAL SCAB 2 x 6 #2 SPF 48" O,C. W/ (4) lad TOP & BOTTOM OR H5 OR HCLR/LL IN PLACE OF (4) 10d r:\ ~ 2X4 DIAGONAL AT 8'-0" O.c. MAX & EACH END ALTERNATE I DIRECTION lYP. --..... .z '\. I X ~i~ .. * ~/ "~~it.. 'LH ~ " CB--- '- ~ ... --~ CROSS BRACING DETAIL (lYP) SCALE: N.T.S. COLLAR TIE ,/ - EVERY 3rd RAFTER r- PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING \ 7 AT LEAST ONE TRUSS \ SPACE OVERLAP 6" TB ......... DB ---:::: f,...-- B~ PRE-ENG. TRUSS / I ~MINIMUM (2) 16d PfR JOINT ......... ., ~INIMUM 2"x4" SPf OR SYP TRUSS BRACING CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS lYP. / DIAGONAL " AT 8'-0" " MAX ~ >-" _* 2x8 #2 SPF RIDGE BEAM -'k-* 2x6 RAFTERS @ 2'-0"0.e. MAX, w/ (3) lOd COMMON TOENAILS TO RIDE BEAM * SPACED AT 15'-0" MAX .... V -r-~ [:; ~ WOOD r- ~ 'if!"" TRUSS X ) J ~~ TRUSS BRACING OVERLAP DETAIL (lYP) r'\ , S-3 I x I- SCALE: N.T.5, I IX .7 - -1 X I .L I -- -LWOODTRUSS ! 2X4 CONT. AT T & B CHORD CONe. MASONRY STEEL OR WOOD BEARING SUPPORT SEE r- A.... PLAN I "'" ~ -PROVIDE 2X4 MIN. BLOCKING AT 1. 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 "'A ROOF SHEATHING TYP. WOOD TRUSS BLOCKING DETAIL (lYP) SCALE: N.T,S. , A-A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 2X4 BLOCKING - BETWEEN TRUSSES TRUSS SCALE: N.T.S. REV. 8/03/04 A SECT. A-A A . G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER TRUSSES SIDE OR BOTH IF REQ'D) I HIP G.T ~ I- I- (2) 12D NAILS - AT 12" O.c. MAX HIPIRIDGE BLOCKING DETAIL REV. 7/18/03 - (2b\ 'S-3 I 3/4"=1'-0" .A11~ ~.'~\ \)..~ ---- d z N ~ ~~ ~ ~~~~ ~ ~~a;i~ ~gli5'~. z IX) - III . t:!-"';' e u..i WOS" o.:...Jv" ~ ~~ ~ a.. W I- Z ~ ~ lAJ ~ o i!: ~ ~~~ ~ ~ ~il'~~ ~~~ ~ ~ ~~~ ~~ ~ ~8~ ~~ i!: z \IE . ~-lAJ 00 1i:~ F~i!: ~~ ~ ~~~ ~~ ~~ ~~~ ~&1 oJ z8 JV! ~~ m~1n ~~ fJ~ :~3 ~~ ~~ . . . ~ i ~~ ~ C':! D.. ~ ~ <t ~ i tJ it" , , IT,\ I~~ V~ ~ I !" L~ ~ s _.~ 8 ~ { ~.~ Vr ~ o~ -. i!3 - ~:a~ ~ ~ Ero .OOO~. V I ~~ ~a ~,~~.~ u. I>~~ ~~r:-..iIl~ roJ3 ror:-..~~o ~ ~(/)r:-.. ~KK .8 r, :.-: OJ~'~ OJ~~ ~~ .. l- 0 C'l (/) 0 p.; ~ ~ '"' wWw ~~u ~~~ ::)QO SS~z .- (9\ , S-3 I C\I ~ ~ o I C\I LO I I'-- ~ ~ LO ~ '\ x. ~ 00 // ~ , /- STRUCT. SHEATHING 7/16" MIN. THK. - , NAIL w/Bd COM. @ 3" O.e. EDGES & 6" O.c. FIELD TO GABLE TRUSS , I/W/2_12d & (1) , usp rt8A w/ c 10-10d x 1 1/2" '-- c NAIL GABLE TRUSS "'''' . 'No , .' TO PLATE w/16d @ ~ 4" O.c. >- c::: o J- Z W > Z - V'l V'l Q Z ~~~i~~'~~~~~~ ::>O'x~zu.~zO<(::>Sl- SSliJ~o~80~a-w8~ ~~~~~9~~~~!i~ ~~~~~~~~~~~ o .... ~ 0 II ~ Q) CJ)> - - .- I ~ Q) .- > ....... CJ) Q) '- o o o \D Q) ~o ::Jv (/)T-i,....... . T-i ,....... ~c:hN -aU") (Q\OI Q)(Y)O'\ s..-(Y)\D ,....... 0-1 ..cLL(Y) ,~ co ~ Q) C. I $~M .1- Z o o \D z o 1--4 (/) 1--4 > 1--4 'Q ~ ~ ~ ... ::E ~ '" Vl C o 'Vi '5 ~ I.() o o N co :5: E 2 (/) ~~ ~ r -.......... BEVEL CUTS / (OPTIONAL) / ~ >- 2x4 Spf 2 (2) '7X 3-1{2' WOOD SCREW EACH TRUSS OR H5 @ 48" O.e. L.. OJ > o -0 C <( w ::E O~ ~z U~ o SHEET NO. CO 53 N ~ ~ (5 ~~:T f*OogDA TE .....J >-1- ~z z~ w~zz Uooo wUt/i ~~ffi~ o8t:o Zo::~<{ n.>Q. ~>~ I-ww~ J:ca~w <.Dbl-~ C2za~ >-~~V'l a..~~:) o ?; 0:: l5 U~wa:: n.zu. la~ ::c~ I- ~ 8 w ~ o ::c IJ) :) lJ1 o o N C0 TRUSS DESIGN NOTE: TRUSS 0 END OF CROSS BRACE TO BE DESIG ED FOR ADD'L 70 PLF UP & DOWN TOP CHORD DROP GABLE END TRUSS & LOOK RAFTERS FOR O.H. GREATER ll-lAN 1 FOR 12- AND UNDER - SPACE OUllOO BLOCKS AT 24- O.C. SEE STRUCllJRAL NOTES A NAILING SCHEDULE FOR SHEA ll-lING DETAILS (2) FULL-LENGll-l SllJDS AT EACH SIDE OF OPENING UNLESS NOTED Oll-lERWlSE ON PLANS CRIPPLE SllJDS @ 16- O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE W/ SP1 AND SP2 TOP AND BOTTOM EACH SllJD (2) 2X12 NO.2 SY? HEADER W/7/16- OSB SPACER UNLESS NOTED Oll-lERWlSE ON PLANS BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SY? CRIPPLE SllJDS @ 16- O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE W/ SP1 AND SP2 TOP AND BOTTOM EACH SllJD (2) 2X12 NO.2 SY? HEADER W/7/16- OSB SPACER UNLESS NOTED Oll-lERWlSE ON PLAN BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT 2X4 SPF BLOCKING PANEL EDGES W/ (2) 1 D NAILS EA. END TO TRU~ -NAIL SHEAll-lING 0 4- O.G", STAGGERED W/ 8D '" 2X4 SPF CROSS BRACE o 48- O.C. - NAIL W 10D AT EACH END & A CROSSING A T ~ AN LE LSTA18 - STRAP ;( BLKG. 0 1ST TRUS 2X6 BR1C AlL D TO SIDE GABLE TRUSS B~ _____ . SIMPSON MTS12 0 OOKOUT RAFTERS IF APPLICABLE STRUCT. SHEAll-lING 7/16- MIN. ll-lK. - AIL W/8D COM. 0 3- O.C. EDGES & 6- O.C. FIELD 10D 0 4- O.C. FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SY? SIMPSON A34 EACH END, TYP. - DBL. 2X4 SILLS FOR WINDOWS CRIPPLE SllJDS 0 16- O.C. W/ SPl AND SP2 EACH SllJD . . TRIMMER SllJDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0- WIDE (2) REQ. EACH SIDE OPENINGS 6'-0- TO 12'-0- WIDE . (2) FULL-LENGll-l SllJDS AT EACH SIDE OF OPENING TRIMMER SllJDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0- WIDE (2) REQ. EACH SIDE OPENINGS 6'-0- TO 12'-0- WIDE 100 0 8- D.C. STAGGERED EACH MEMBER (TYP ABLE TRUSS 2X4 SPF BLOCKING BETWEEN TI~USSE o 48- O.C. MAX. USSE CO"~ US 2X4 SPF NOTC B QCK 0 ~~~G (4) TRUSS PLATE rOEN~L SA: (8 FT) NAILED 3-16D pX4 BLOCKING 0 4- O. W/12.D & 2-12D TO CHO D r SEE PLAN FOR ADDITIONAL SECTIONS REQUIRED . NAIL TOP OF -I' TO GABLE TRUSS /2-12D & (1) SIMPSON H8 WI 10-10D X 1 1/2- NAIL GABLE TRUSS TO PLATE W/16D 0 4- O.C. . 100 0 8- D.C. STAGGERED · EACH MEMBER (TYP NOTE: SEE PLAN DETAILS FOR CONNECTIONS ll-lAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES . .. 1/2- MIN. DW CEILING NAILED W!5D COOLE NAILS 0 r O.C. 4 BAYS 1/2- X 8- A.B. o 48- O.C. MIN. LINTEL -COURSE (2) 10D TOENAILS OR (2) 16D ENDNAILS EA. SllJD (2) 10D TOENAILS OR (2) 16D ENDNAILS EA. SllJD NOTE: SEE PLAN DETAILS FOR CONNECTIONS ll-fAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES UJUJUJ ~l9U <(~~ ::)00 SSf(Z d z . N~co ~ 0 Z N - 1O~1~ ~ ~~gm~ Z ~ -In'::~ Cl mu..-t') . ~ q ~~e~ a..-Ju" .:::J c: )( 0= ~~ ~ a.. W I- Z ~ ~ ~ o i!: ~~t~~ ~~~ ~ ~~~ :2 ~~~ ~~ z go: . 3-w 00 t::~ ~~j!:;i~ ~ ~~~ ~~ ~~ ~~~ ~~ 01 ~z8 ~!a ~~ ffi~!i; OC 8~ :~3 ~~ ~~ ~ N ..q4 <:'l ~ r::J: ~ . . . 8 u 0'\ U o IJ') .S o 0'\ t--. (/) ..... l!') ~ ~ ]-g C:ooob ~o ~~~~'"^ ""C!::: kt~~ 2:J Q) 2:J t--. t!.. ';jj ~ ('j~ ('jR:O'\Q)o ~(j)t--.~t!..~~g ~~.~~~~ ~~ UC'H/)Uo..~ ~:tI: ~U-hihh~~ ::Ja~~ZLL.~ZO~5~ O'U'I~""'!:yOa!:YQWOa.. U'lWa.O~w ~ ~u<( -l~a.::jf-'9f5f-'~a?~-l ~f-'<(~W~~WWLL. ~ Q!!JW~::J~~~~b~ li~i5 Oz a? Zcx: ..... LL. 0 ~ ~ (j) - - "- I ~ Q) "- > +-' (j) Q) s- O .... It') N ~ ..... .... ~ "- f::J "- '" ;b ~ j =i :; j /" -5, C2 1 i ~ .g ~ /" :::; - GABLE END BRAONG WjO VOLUME CEILING SCALE: N.T.S. o TYP. FRAMING @ WINDOW OPENING SCALE: N.T.S. CD S-4 ~ V TYP. FRAMING @ EXTERIOR DOOR OPENING SCALE: N.T.S. H C\J ~ ~ o I C\J L() I I'- ~ ~ L() ~ A: ) 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR O.4H, WHICHEVER IS SMALLER. BUT NOT LESS THAN EITl1ER 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 ~ ROOF WALL .... '" I -'" ~ 10 20 50 100 125 CGCPI = +1- .18) ZONE 1 ZONE 2 &3 14,9 -23.7 14.9 -50,1 13,6 -23.0 13.5 -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 >- ~ o I- Z W > Z (GCPI", +/- ,18) ZONE 4 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 -25.9 21.7 -23.6 21.7 -25,2 NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTl1ERWISE 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 1505.2D OF THE FLORIDA BUILDING CODE 2001. 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES. UJ ::E 0;2 ~Z ()~ o _ SHEET NO. m o o \.0 2 .- 0 :::J~ Z V> -r-i ~ o ",....i ~ ~""OIN v>>Q)U') >~ ffi 55 I ~(]JMO'\ Os...M\.O ~ ... <( 0 - I a..-CLLM ...~j1ro~ <(UlQ.. I-(]JET""i $ ro .1- Z o o \0 Vl C o '0; 'S; ~ l.() o 0- Nro L.$ ~ ~ O+-' -0 V> C <( >-1- ~z z~ ......zz Wooo UWUlJ) ~~~z~ 00 0 Z ex:: <( 0.::>0.. W::>:E I- ex:: <( wWI- :r: c::l F= w c.D b I- :E C2Z5~ >-?i~Vl a. ::E: ::) O z :E <iex::O U-lw(t o..zu. V'lZ ......e::( J:::E: I- S4 ~ 8 w ::E: o J: V) ::) r.n o o N @ C\I ~ ~ LAST PLOT DATE (5 Mar. 23, 05 -.J I + ...- I J , X I\~ .>< ..1 V "J - - J , 1fT" J , I I + + I I I I I I ...- ...- I I 'X' ~:xL< SPACER BLOCKS CORNER ~ ll'P, "1" AND CORNER DETAIL \::;) '~~ /' SCALE: N.T.S. TOP SPUCE DOUBLE 100 '18. tltlAt, ~ . ~. ~~~ v NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. ll'PlCAL ,,/ @ TO!' PLAT!' Sl'UCE DETAIL S-6 ..... ,:.; ..j ~ ~ ~ oF, N ~ ..... ..... ~ ~ ---. '" ,c ~ ~ c: -;; ~ ~ i ~ J ~ ~ .g ~ ,/ :; 100 @ 8" O/C .... \ LBOTTOM SPUCE OVER STUD ..../' SCALE: N.T.S. il~1 J /~1 \ L 1/4" MIN, SPACE ~ USP TRl W/3-8D COMMON NAILS @ EA TRUSS OR BLOCKING (NOTE: (2) 160 TOE NAILS CAN BE USED IN UEU OF STC STRAP) 2"X TOP PLATE 2"X P.T. PLATE ~~ ~ 1 . ~/- ~/- "'----2"X STUD @ 24" O.e. MAX. . ~ ll'P. INTERIOR NON-BRG. \:Y ) @ J Q PT PLAT!' S-6 REV. 9/03 6 2"X4" P.T. PlATE 32" ~ I -'- I . SCALE: N.T.S. @ I @ ~ SIMPSON STRONG TIE UPUFT LATERAL CONNECTOR CAPACITY CAPACIlY META12 META16 META20 HETA20 H2.5 H5 H7 335 335 335 335 150 115 400 NP 575 NP NP NP 1040 1205 1205 1515 415 465 985 HTT16 4175 MAS 1005 H02A * 2775 H05A * 3705 HD6A * 4405 LUS26 1165 11125 ** NP HUS26 1550/3325 ** NP HUS28 2000 I 3585 ** NP MTS12 1000 MTS16 1000 MTS20 1000 HI0 990 NP NP NP 585 UPUFT CONNECTION CROSS-REfERENCE FASTENERS CONNECTOR 7 - 10D X 1 1/2" 12 - 100 X 1 1/2" 14 - 100 X 11/2" 16 - 100 X 1 1/2" 10 - 80 X 1 1/2" 8 - 80 X 1 1/2" 14 - 80 X 11/2" 18 - 160 X 3 1/2" 6 - 100 X 1 1/2" (3) 5/8" OIA BOLTS (3) 3/4" OIA BOLTS (3) 7/8" DIA BOLTS TA18 TA18 HTA20 HCDP HCDP H02X HTT16 FA3 TD2 T05 TDX6 8 - 100 X 3" THD26 20 - 16D X 3 1/2" TH026 30 - 160 X 3 1/2" THD28 14 - 100 X 1 1/2" 14 - 100 X 1 1/2" 14 " 100 X 1 1/2" 16-BDX1 1/2" M1W12 M1W16 M1W20 RT16 * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF lOADS ONLY *** DO NOT ORIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. NP - NOT PU8USHED \ 1/2" X 8" ANCHOR BOLT W/ 2" X 1/8" FLAT WASHER (ll'P) @ 32" J, SCALE: N,T.S. 12 PRE ENGINEERED WO TRUSSES @ 24" O.e. 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 WI 80 COMMON WIRE NAILS @ 4" OIC I ~~~-0 nn n y ~ 1/2" CD DRYWALL _________~.-.- ... 1 ~ ~ METAL DRIP EDGE 1/2" P.T. NAILER i \ J ~ ~ ~~~S~~hf OIC EDGES & 8" OIC FIELD 1/2" DRYWALL /............... ~ CONT. VENTED ALUM SOFm CURTAIN NAILER ~ ~ ~ ,8" X 8" X 16" K.O. UNTEL BLOCK 1 X 6 P.T. @ WINDOWS ~ . ~ Wll #5 DIA. REBAR & 1 X 6 P.T. @ S.G.O. O.H. "-....... FILLED SOUD W/GROUT 1 X 4 P.T. @ SIDE BUCKS PRECAST "U" UNTEL ... SEE ELEV. ~ ,(SEE 512A FOR UNTEL ...-II ;... FILL CELL -1 #5 DlA. REBAR W/ GROUT ;.0. SIZE & REINFORCEMENT) @ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS ____ ALUM FRAMED WINDOW WI SCREEN .... PRKAST CONC SILL 8" X 8" X 16" CONe. BLOCK DECORATIVE FINISH FTG. DOWEL #5 DlA. REBAR ABOVE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN - GRADE / TOP OF SLAB d"\ TREATED ~.~..:X ~ 'f/ CLEAN FILL -~'. '.,- J 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 V1SQUEEN SEE FND. PLAN FOR FOOTING SIZE AND REINF. ~ ll'P. WALL SECTION ( 7 'CONCRETE BLOCK \:y REV. 9/03 TH 6 SCALE: 1/2" = 1'-0" , I ), . t. ")..' I 12" TA14 USP LUMBER CONNECTORS UPUFT CAPACITY LATERAL CAPACITY ~~ ~~ U z ./-1-' \ -~6 ~. 1~\:-/j t/9- ZIL - - ~ IV> - < I/I:!: ~ t FASTENERS 7 - 10D X 11/2" 11 - 100 X 1 1/2" 11 - 100 X 1 1/2" 17 - 10D X 11/2" 8 " 80 X 1 112" 8 . 80 X 1 1/2" 10 - 100 (1) 5/8" DIA BOLT & 18.160 6 - 100 X 1 1/2" 3 - 5/8" DIA BOLTS 3 - 3/4" DIA BOLTS 3 - 7/8" DIA BOLTS 18-100/ 12-100 X 11/2" 18-16DX3 1/2" 12-100 X 11/2" 28-16DX3 1/2" 16-100 X 1 1/2" (14) 100 X 1 1/2" (14) 100 X 1 1/2" (H) 100 X 11/2" 16-10DX11/2" NOTE: CONNECTOR CAPACITIES ARE FOR SYP. PLEASE REFER TO MANUFACTURERS FOR ADDmONAL INFORMATION. www o::(9U ~~~ ::)00 5S~z 1030 245 245 245 590 255 255 NP NP 840 NP NP NP PROVIDE BLOCKING AT BEARING ll'P. SEE 9/S-3 TRUSSI JOIST /REFTER C\I ~ ~ o I C\I L() I I'- ~ ~ L() ~ 1520 1520 2005 495 495 1415 4290 1155 3435 4180 5235 1533/2553** NP 4 SEE PlAN 8: FOR CONNECTOR ~ 2 - 2"X4" TOP PLATE ~CONST. GRADE SPF SPUCE MIN. OF 24" APART SIMPSON SP 2 W/6-10D TO STUD & TO TOP PLATE 2"X4" SPF Sl1JOS @ 16" O.C. W/SIMPSON SP 1& 2 EACH STUD ~~I.' 'Iii IS 4" 16" 4" 1825/3040** NP SIMPSON SP 1 W/6-10D TO STUD & 4-10D TO BASE PLATE Y 1/2")(12" A307 A.B. OR 5/8" SIMPSON TITEN HD THREADED ANCHOR WITH 8 1/2" MIN. EMBEDMENT W/2" WASHER & 32" O,C. MIN, 6" FROM END " WI #3 PT SYP BASE PLATE \." .'. : ~ 3 1/2" J '.' : '-:""'::~' . .....:.;....>.: . :' I ".: .' . , :"L:il11 IIElII :IIF liEili. llE:1I' 2330/3965** NP 1030 1030 1030 1030 95 95 95 645 2500 PSI CONe. W/2 #5 DIA. RODS MIN. LAP 25" (AO 318) SEE FOUNDATION PLAN >- ~ o I- Z W > Z 6 i'...... .& ..H'';::; -;::::';..Fr ~ INTERIOR BEARING { HA.1 , W/UPUFT @ 3.5" STEp.DOWM \.:::.J REV. 3-3-04 AS SCALE: N,T.S. UPUFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW) 1 (EACH CONNECTOR) EACH STUD - 535 LBS, PER Sl1JD - N ~ ~~ 0::: ~~IO ~ ~~g$~ z X _O)~ ~ g u::?-n- . z IX) ..... [J) . ~""'etJ W05" a:..Jv" -.J c )( ~ ~~ ~ a. W I- Z .=J = ("o"j III) ~ ~ 6 :; ! c ~ j!: ~ a: a.: ~~8 k ~ ~ ~:~ ~ ~ ~ ~~~ ~ . ~ ~J-- ~ ~8! ~~ ~ ~ ~~l.IJ cO ~~ ~~iE ~~ ~ ~~~ ~8 ~() ~ -~ ~z ~~g !iUi 01 ffi~~ I~ ~~ ~i3 ~~ ~~ . . s o U 0'\ U o If') .8 o 0'\ t-.. fJl .... If') ~ ~ "0 "0 "J t>.. Et\S .OOO~. ~a ~,~~ ~ CJ CJ CJ t-.. ~ .... 8 .......... .....0'\0'\ ~ t\S ,g t\S t-.. t-.. "0 ~(j)t-.. ~~~ .8 ~~.~~~~ ~~ U C"l (j) U O...dI.. ~ 11: lJ) lJ) x Z ~ ~-~ ~ 19 ~ Q 8 ~ g !:blO~tn~:tlJ)~~ot(i3 ~::l~t5a:$:ma:a=zl-~ ::lO'><~zu.~zo<t~~ O'lJ)~""'~Oo~O'WO lJ)Wo..O<(W <( ~u ~~~~~g~f-C~ff~~ ~~~~~~~~~~~ o ~ u. a w ~ O~ ~z U~ o _ SHEET NO. m II ~ ~ (j) - - .- I ~ Q) .- > +-' (j) Q) S- O z o ~ (f) ~ > ~ ~O ... % ~ ... :E ~ o o \.0 ~o ::J~ (f),-i~ .,-i~ "'OIC"'J >O'\I.J") ffif61 <lJMO'\ l...M\.O ~ 0-1 ..s::LJ..M ~ror-i Q) a. C? $Er-i .~ Z o o \.0 V) c: o 'Vi '5 ~ l.J1 o o N >-1- Zz ~w ZU1 .......zz WOOO Uwuv; ~~rE> o8t:o Za::~<( 0..::>0.. ~::>~ I-ww~ ::c[O~w 191-1-~ I-f 0 ::J 0 ~zoJ: >-~~U1 a.~~::J O~a::~ U:)wa:: o..ZLL la~ J:~ I- - - 1- Q) > o -a c: <( ro $ E 2 (f) 56 ~ 8 w :E o J: I,J) ::J Ln o o N (Q) C\I ~ ~ LAST PLOT DATE (5 ~ar. 23, 05 .-J GIRDER- SEE PLAN FOR SPECS MASONRY WALL .... rl ] :=l &. -" ~ f3 8 .... .... ~ ..... 1':1 ;;, :,b ~ ~ /' ~ ~ i ~ J ~ J ~ /' :.':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 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 UPUFT CAP. 1010# (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 SEE FLOOR PLAN FOR BEAM SPEe. 12 (lYP) I SEE ELEV. C) = c::> "'-J ~. ~ UJ ~ ~ iE ~ ~~~ ~ ~ n:: ~ ~ . ~~~r () z ~~ ~~~ 0 . \1~~ ;~ ~ <.:> z ~ ~~'~ ~8~ ~ iE w ~ g~~ W z ~. ~-UJ 00 ~ z x!i-;;)''''''' ~iE ~~ ~ <.:> g ...-1'}. t~l5 ~fa ~() z CO...-In 5"'-J co . w d ,,'-'w ~I::Z -~ Z 0.: .. oo~ ~v; 01 ~ ...Jv ex ~~ ~Zfa !~ ~ <.:> 0- ~~ 01:: fa~ w :~~ ~~ ~~ I- Z . . . PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPUFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"X4" TOP PLATE X 4 P.T. PLATE 2"X4" STUDS @ 16" O/C NON BRG KNEEWALL BUILT-UP COLUMN MIN. 2-2.)(4 UNDER EA. END OF BEAM. 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.5. 6 2"X4" BLOCKING MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) USP SPT24 @ EA. STUD APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8D COMMON WIRE NAILS @ 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 KNEE WALL ABV. MASONRY WALL DETAIL 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 6.65/8" X 7" EXPANSION BOLT OR 1/2" X 8" A.B. BOLT MAY BE USED INTERCHANGABLY 6.7 FOR RETROFIT STRAPS WITH MASONRY SCREWS USE (1) - 3/16" 0 X 11/4" LONG MASONRY SCREW FOR EVER (2) -10D NAILS 6.8 USP TA51 EMBEDED STRAPS MAY BE REPLACED USING USP KST248 STRAPS WITH 20-12D NAILS THRU SHEATHING & INTO STUDS ABOVE & (10) -3/16" 0 X 1 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 DWELLING 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 T/C & 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 SCALE: N.T.5. s o u o ~ .~ 00\ ~ ~ :.alJ) (1") ........ B] .ooo.e-. (/)0 r:z::~~~(1") ~ ~ k~t 0\ 6'00\ 2:! ~ 2:! t'o ~ .~ ~ ~:g ~~~.$Eo ~~~ ~~~ ~.~ ........~;3........ " ~ UN(/)U~~ :ft:: www a::l9U ~~~ =>00 SS~z Vl Vl Q Z @ ~- ~ ~ ~ ~ ~ ~ 8 ~ g ~g~ilift~t5rtcd~~g ::JO'x~zu.~zOe(::Ja. O'Kl~o~oo~Q~o~ Vl a.;;:w ..:;.U ...J"'a.::jI-'Cla::I-'~~U~ ...J~e(~ ~o !te(e( e(~~~~~~~~~~~ o ~ ff Cl eMU BASE FILLED W / CONCRETE SEE PLAN FOR SIZE (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (FB) PER NDS-2001 = 1250 PSI AND A MODULUS OF ELASTICIlY = 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. z o ...... Vl ...... > ...... o " < a.. :E ~ o o \.0 (]J ~O ::l.q- VlT""i~ . T""i ('... ~c:hN ffiglf (]JM(j) L..M~ 0-1 ..cLLM ~CO,-t (]J 0. C? 3:~T""i .J- Z o o \.D N Vl C ~ 0 'Vi '> ~ ~ 6 0 ~ Q) I (f) > N - - .- L() I >-1- Zz I ~ q:LU Zv> ~ Lfl w......zz Q) uQOO 0 UJUtJ) .- ~~ro~ ~ > 0 - +J N - o8~o ~ (f) CO z~ ~ 3: o.~o. L() Q) L. ~ ~ L- Q) f-LULU~ U > E :c co ~ lJJ ~ 2 1951-~ 0 C2Z5~ '"0 Vl >-~~(/) C 0. ~ ::) >- o~~~ w <( U LUet o.zu. ~ ~ l:a~ o~ J:~ I- a ~z U~ J- o SHEET NO. ~ co 0 z 57 u LU ~ W 0 N ::z: (/) > ~ ::) U1 r- 0 0 ~ST p~OJ DATE N Z (5 or. 2 I 5 @ - -1 _~AOO. BUlLDL"G CODE CO~1l'LIA1"iCE OFFICE (BceO) PRODUCT CO~TROL DlVISION MIA..'tI.DADE COUN1Y, FLORIDA ME1tl..0.DADB FLAGLER ~tJILDlNO 140 WEST Ft.AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.} 563 (30S) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTAl"'C~ (NOA) Certa1nTe~d Corporation 1400 Union Meeting Road Blue BeU, PA 19422 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has be.en 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 tbe Authority Having Jurisdiction (AUn. l11is NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In :Miami Dade County) and/or the AIlJ (in areas other than Miami Dade COWlty) reserve the right to have this product or material tested ror quality assurance purposes_ If this product or material fails to perform in the accepted roaMer, the manufacturer will incur the ell pense of such testing and the Alil may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. l11is product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Landmark 30 (and-AR) (and WideTrack QB), Landmark 40 (and-AR) (and Wide'frack QB) and Landmark 50 (and-AR) (and WldeTrack QB) LABELIN'G: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and fonowing statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewalapp1ication has been fi!ed and there has been no ~hapge in tl1e...?pplica.ble building code negatively affec1ing the perfonnance of this pt'oduct. TE&.'lli~A TION of this NOA \vill occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tenninate this NOA. Failure to comply with any section of this NOA sha1l be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the i'\OA is displayed, then it shall be done in its entirety. L~SPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available ror inspection at the job site at the request of the Building Official. 'Ibis NOA consists of pages 1 through 4. The submitted documentation was reviewed by Frank Zuloaga, RRC t!) U NOA No.: 02-1219.03 Elpiration Date: 02/28/01 Approval 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. BUILDING PER.l\Uf REQUIRE-'lENIS 7.1 Application for building perout shall be accompanied by copies of the rol~o\ving: 7.1.1 1ms Notice of Acceptance. 7.1.2 Any other documents required by the Building Official or tile applicable code in order to properly evaluate the installation of this system. DETAIL A Rake Edge 1-55/81 CERTAlNTEED lANDMARK 30, 40,50 All dimensIons shown are In Inches -- ....55/8"1 ~ ~ 1-55/8. 161/4 I m; ~ ~ 111/4 -. - 5 5/81 ~;~ -- -5 518,.., L--J ~ 21112- .. -5518- I 331/8 ~ 5118 ~~ ........ ... Eaves Starter Full Shingle '" ,:.; l ]. ~ '" '" ~ ;:: ~ "- f'l ;;:, 0/) ~ ~ ,::; ~ j ,.- ~ ii! I ~ ~ 1 ,.- ::l 9 "'.., .~W..", , - KOANo.: 02-1219.03 EJpiratloll Date: 02128107 ,\pproyal Date: 03/27/03 Page 3 of 4 ROOFL'\G ASSE-'tBL Y ApPROVAL FILLED CELL W/ #5 VERTICAL 1/2" X 8" A.B. W/2" WASHERS SET IN TYP. F"lLLED CELL MIN. 5 PER JAMB. ",rn ,- I"" CatE-g.ory: Sub-CafE1!orv: Materials Deck Typ~: Roofing 07310 Asphalt Shingles Dimensional Wood P.T. #? Syp 2" X 6" (5) 1/2" DIA. x 8" ")" BOLTS @' ~ / m /~ CONT. WOOD TRIM --L. L~ I.~V -- 1. SCOPE This revises CertainTeed Landmark 30 and AR (and WldeTrack QD), CnWnTeed Landmark 40 and AR (and WideTrack QB), CertainTeed Landmark 50 and AR (and WideTrack QB) Shingles as manufactured by CerfainTeed Corporation described in Section 2 ofthi5 Notice of Acceptance. 2. PRODL'('"'T DESCRIPTION Product Dimensions 1- :;::::- II '11"" I 1_ OVERHEAD SECTIONAL DOOR TRACK WI 3(8" X 11/2" SlEE LAG BOLT W / WASHER. MIN. 6 PER TRACK TO JAMB. 2"x6" P.T. WOOD JAM DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR Test SpecificatIons Product DescrlptloQ Certainteed Landmark 30 and 13W' x 38 Y." AR (and WideTrack QB) Certainteed Landmark 40 and 13;1..")( 38 W' AR (and WideTrack QB) Certain teed Landmark 50 and 13'1." Jt 381'." AR (and WideTrack QB) Accessory Shingles various PA 110 A heavy weight, 247Jb/sq, dimensional asphalt shingle. PA 110 A heavy weisJl.t, 2641b/sq, dimensional asphalt shingle. P A 110 A heavy weight, 296lb/sq, dimensional asphalt shingle. proprietary Accessory shingles for hip, ridge and sfarter strip applications. J , 5 8-8 \ SECT. OVERHEAD GAR. DOOR INSTAll I SCALE: N.T.S. TRACK MOUNTING DETAIL -- 3. EVIDENCE SUB~nTIED: Test Agenc! Test Identifler Test Name/Report Date Underwriters Laboratories, Inc. UL 790 PA 100 04/0VO 1 01/IVOI 11112/02 11/30/00 11/08/02 PRI Asphalt Technologies, Inc. R684 PCfC-O 1-02-0 1 CTC...Q06-02-O 1 94~1<.9632 02NK42448 Wind uplift resistance PA 107 Unden....riters Laboratories, Inc. 4. LL'UTATIONS 4.1 Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for frre ratings of this product. 4.2 Shall not be installed on roof mean heisJl.ts in excess of 33 ft. S. INSTALL\TION S.l Shingles shall be installed in compliance \vith RoofIng Application Standard RAS 115. 5.2 Flashing shall be in accordance with Roofing Application Standard RAS 115 S.3 The manufacturer shan pro\ide clearly written application instructions. 5.4 Exposure and course layout shall be in compliance with Detail 'A', attached. 5.S Nailing shall be in compliance \,ith Detail 'B', attached. FIGU~E I: FLAe~ING IN5TALLATION II I, e NOA No.: 01-1219.03 EJpiratiQo Date: 02128107 Approval Date: 03/27/03 Page 2 or 4 AbPHAl T EofALA'li, E>('CM) Hi". OF ;;,' OJTe~E 0'" F\.j.~.,,<a ~~~~~FE;:e e.,.. PL4N GALY. HrL. 'L' A..A~..Il\Ct O~.. . ,...,..:-....'..,.. ROO"e!4:mLE! .....<'.:'<'.:<..;'..;.,.<.... ( " .~:.~;':'.~:~:.:.~'':::;.; ", .. ...,......., .. ~.: '~'.:': ~..:': _':",: '.' _"C:. '. """."."","." ..,....':.,..'...,.,'.".., .'.. ',' .. . " ~ ' . ~-, '.-", 'v z f '"7/\1 6' ~ ',. , . - . "~. '.... . '. .\':~,;':'.~,;~.,:;~:.,:~~:.,~.;.;. , --~ '+;-~~'::.>~;t.~.~~~ ""::!:::i':' ',. >... ....... ':. ','.. DETAIL B "'. ,'. O'~'~i:~>'" . 12.- 38 314' 14 3/4" ~ ~i;:;, x ~e 12. .-- -... - 1" 1-.... -=-t 131/4' ROOFIJo,C; FE!.. T /...... ~IAJ ~ ':~, '; -r~,~ 5 5/8" 6 1/8 Exposure L I I I I J \ LANDMARK 30. 40, 50 (AND AR) 1 ... 38 3/4" -\ -:6(///// /T/7777/7////~e!Oa;e}af9'/////// /////// / /// ~ Nalllnt area lor "ow amf standard" &le>pelI (from 3,5:12lo 21012) I NAIliNG....... ~ r- 'f AREA ~ I \ 71/2' 5~ ~ Exposure I \ \ lANDMARK 30, 40, 50 (AND AR) - W1DETRACK QB (Low and Standard Slope) FIGURE 2: WALL FINle~ TEX'l1.i1<'ED. FA:NTED . ' .. '. .. 1 .. ~ ~ EXT~RJoca WAll. FN $~ . ,\ , ~ '~ ~ ~l ~', z\ '~1 ~r, ~.,l;l,l~~.:';.~:.;.::'~::I~>r.,.;i\~l...~<}:~:; ~ 1 l . ., .,., ~ ... ,. ~. ,t . T. " ,,, ',"'", \ ' q' " :' ~', ~.., 1 \ ~', ~', ; ", Z' ~', ~ '. ~. ~ .. \ ~ " ~,'~ ~ \ ~ " ~ ", ~ " ," ". ~ " '\~,.."r".'~t\l'~~'_' "-,.,.,\",.,_,1""",,, . ~ '. :', !' ~ '.. .:' :' {\ z', : t. '.. . " ,:': t, ~ . ~. \ ~ " ~. \ ~ " ;- " ~ \ ~ ., ,L '\ {- ~ ~ . I . t , , \ 1 1 ~ ,. ,'.. \ 1 \' ~ t l' " ,\ 1 t l t , , ,t \ t ,. . f " ',1 . t ,I t' .' (: r:: ~,~\tT{::: ~::: F ~:::: ~:::: L: ~::~ L ~.::: ~:::: V f::: ~:::: ~':'..;:"\": .;.,' " : ~.' ~ ',:,\;.\ $.\ ~.\ ~... ~.\ ~.\ ~.\ ;\ i.\ i.\ $.\ ~ ,\ J.\ i.\ J,\ t.\ ;', ":"1'~ "1; '\~.\;'\.;,'...,~\r\~\;.\r\r\t.\;.\t\" ~',,\ ;"'~ ~',: ',' \J:'.~.'\~.\..L\.~.\~,\,;.\'\ " "..' ;'.,' ~',: 1 \.-\$.\~';:t~ ,\ ", . , ~ , . , ' . ,\ i :'. ~," CA,lJL<NV ..J2\_i:'~. - - '., ... ,.,. ,'. ;.., .~.' '\:::. "; ,:; .... ,;;';.: ~ '...... ',... ! ... -'- 38 3/4" ~ '/ / /7///// / / / /7// // / LR~~:..._7...J~/ / / -! //1'// / // /7T7// f Nailing area for "stoop' sk>p.. (gJ..t..l!1an 21:12) ! Nnl b.tv.-een botlom 2 naD .nes_ 13 1/4" 12" 143/4' _,4 12'-- -- I--- 1'/\ L\. 1" --4 --, .., ''''''''''''- I I 6 1/8" J ~ i-Oi.O ExT~CR ~;NI~ l' AeOVE ~0Cf R..A~N) :"::\~:"":~'.""~".' '0'.'" ~ ::l.;< :.,';,',. \,;'..' ;~..,I~:.~ ....:...,:.'~:.. . ,-, .- I 5518" Exposure I I I I LANDMARK 30. 40. 50 (AND AR) - WIDE1RACK OS (Steep Slope) ....' . ~. . .' " " ~ '\ ;.', ~ " ,,' ~ .. ~ . ~ . . ~. , ~ ' , ~ ,: '. : \ :', .'. . ~ . . 1 " . '. ~ '.. i.... END OF 'flUS ACCEPfAJ,"CE ,: ~: ~ ~ :. '.:' ". '..' gz '" <:> ......-~. - '" .g,~ NOA No.: 01-1219.03 ElpiratioD Date: 02tl8/07 ,\pproval Date: 03127(03 Page 4 of 4 '5-,: :;,::: " @- @. ~ . o ~ rI L SECTIONAL OVERHEAD DOOR o .-;l ~ :r ;... . :r rI GARAGE SLAB . 00 ... TIE.BEAM ..... C/) LU ~I I PRECAST - LINTEL I I 7 T I I / I I T L FASTEN PT 2X NAILER TO MASONRY WI 3/16" X 3" TAPCONS 6" FROM ENDS AND 16" O.C MAX. FASTENING TO WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. -- I 6'\ 2X BUCK DETAil , 8-8 J SCALE: N.T.S. - - '-~ li~::O:~N &>"ec!, ;'<'~ AerHA~'" bEALAN"" I E><rEhO Hj~. .. ASO'."e. FtA6HM 1>' !4"~ OIYERrER FLA6-4I"Ct -........ - -~ -=- -~ : -=~:--=:...I - - - -./ ~ ---- - - - ~~~ ~ ~ : - : : ~ ~ ~ ~ ~~ ~--- --- --~,....-;;.'- --- ----~- ---- ------- ---- ------ ---- ------ ~~- -=- - -=- - -=- - -=- - -=-- - .. - - :---:-:-7-7-/ ~: - =-=-=-==: -: ,. - - -- - - - - - - ----- ---- ---- : -=- : FAv.;.A ~~- : Gk.v. '1.,' R...A.SH~ """~1CAL. ~""'5Fa.'" D..... !r>c,( FIGU~E 3= CO~NER DETAIL FLA61-11NGJ INeT ALLA TION UJI-"ERE ROOF MEET5 VERTICAL WALL R<.'Uf CRIC"\E1: UJN; l':t S'l/JF! IRf:QUiRaD M ~,J. '-Eva. VI\Ll.EY W(X10NSl \ _ "V --.::--i~ - 0'_7 ~ . TtXiURED. F'.tJHTED r EXtEflWAUFI'-.tSJ-;-; 1t~~::;~~1,c---L , """",""..."" 1 ~~\~ r)!; ~r HGALlJ, ~""H ~=, ,T - _>w'11lJl:;El> SEAl.. WT' ,~,3i"lED - :~~~~~ MfNl1'tliJW 'Jf cr ...>>,~ IlERlr..;k. '(I.;il Uf FU\SH:NQ ,.,T K."'le.~';'/,\LL \~RTY~-1 N."ti MOl7R"r' i ~ , .. ~ ~ "'-= !.-SE/<LAVT ~'- -- I .~<t ~ FLASHING OfT AilS NOTE: 11118 DETAIL 18 REOUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET/KNEEWAlL INTERSECTION "ll'"a' ,"O''''<{;S''''''.'"''"'''"O ('10 SCAlE) --- AAl'.'~ ~""'l'~\ ~~ u z ~ ~~ ~ ~~g~~ Z x ..J'n'......~ ~ gLl......1'l . Z 1O.....1I1 .~"""'etJ wOS" a:..J,," ~ ]~ ~ a. W ~ Z ~ w ~ o i=,,~ ~~~.~ ~~~ ~ ~ ~~~ 2 ~ ~8~ ;~ ~ z \li;. ~-w 00 lt~ ~~~ ~~ ~ t~~ ~fa ~~ ~~~ ~~ ~~ ~z8 I!!! ~~ i!5~ 01:: fa!!! :~~ ~~ ~~ ~ C) c--..J ~. ~ c::: c::1: :a 110 i lI.I a: i t ~r-- . . . I~I\ ~. 1.. ~. I~~-~ V~ Z\.l.~ s ..... .,.. 8 V>- ~ 0 ~ ~ .~ .... -< ~~ ~ ~ · -- c.. E C\1 .000 +.-' V 1;" ~~ ~~~.~ rr ~~Q) ~t-.t'o.\f)~ .... iI ~:s"- ~~~~8 Ai. ~:'- ~ ~ ~ ~ ~ ~ ~. ~=#: r l Q) ~'S Q) t-. t-. ~ ... -- 0 N (f) 0 p..; ~ wWw ~(,!)u <t~~ ::loa SSf2z C\I ~ ~ o I C\I lC) I I'-- ~ ~ lC) ~ >- ~ o ~ z w > z - o o \.0 2 .- 0 :Jv Vlw-ir-... . .~ r-... ~(j)N -OLO (0\.01 Q)(V')"" I-(V')\.O r-... 0- 1 ..cLL(V') ~ro~ Q) a. Co? 3:~~ ..- z o o \.0 V) -~ ~ 5 ~- 5 9 ~ 8 et: 1= ~@g<(tn~~V)~ of2i) ~ ~ffia:5:ffia:et:z~ ::)O'><~zu.~zo<(::)~ SSliJ~Q~oQ~Qwo~ ~~~~~g~~~~~~ ~~~~~~~~g~~ o ...... [f Cl II z o ...... V) ...... > ...... o ~ :E ~ ~~ ..~ ~ Vl c: o '0; '5 ~ ~ ~ (/) - - .- I ~ Q) .- > +-' (/) Q) L. () Lf) o o N - - ro 3: E 2 (f) 1- (]) > o -0 C <( w :E o~ ~Z ()~ o SHEET NO. - (() N -q- 'r- ....... o -I S8 LAST PLOT DATE Mar. 23, 05 >-1- ~z z~ w......zz Uooo wUv; ~~z~ 08~o z~~~ I-~~~ .,.. w W I- .L. co ~ UJ l? 1-0 I- ~ I-t --0 er::: Z 0 J: >-~~~ c.::E~~ OZo::o U:3wO:: o.zu... (J)Z ......e:( :C::E I- g; 8 w ::E o :c (J) ::> In o o N @ ~l ,\ S T E R S II I N G LEA P P Lie A TOR'S MAN U ,\ L ~ ............ LAMINATED SHINGLES fOlR OBJ[Cll~J::: To team tbe correct procedure for fns/alffng lamfnated sbfng{es. LANDMARK'" mIES, WOODSWE'" SERIES, LANDMARK'" 40 IR AND LANDMARK'" TL The~ sWngles are built on a fiber glass base to pro\'lde a Class A fire resistance rating. Wind warranties are graduated acrording to the product's wal1'anty duration: A 30-year shingle pro\'ldes a 70 mph 11'lnd warranty, a 4O-year provid<.'S 80 mph. a SO.y\'ar pro\'ides 90 I11ph and a limited-lifetime duration Is warranted lip to 110 mph. l'iOTE: "be wind warrant)' in<:reascs whc'n fastened \loith six nails in the COffillJOn bood area in:;tead of with four as foUows (5<>e Fif!./ii'C! /5-5), . 30-year inneases to 80 \1Pll . 40.year increases lo 90 \11'11 . SO-year increases to 110 MI'H (Roofing cement Is not rC(l'Jired, e:m'pt on ,teep slopes,) * \foodscape and Lan.dmark shin{;les ha\'e the illsWler-fric'Udly WideTrack QB" feature, whkb pro\;dc'1i 11,,2' \\;de nailing area ,Illd specially formuhlt('(j Quadra-Ilond !;uniruuing adhesive (I'ee figw'e /5.3), * Landmark 10 IR - the IR stands for impat1 resist~U1t - Is spOOally manufactured with a reinforced fibe r~ass SCfim to l11('et t1. 2218 Class ,\ Impact resistance rating and it is also algae resistUlL :'IOTE: Landmark 40 lR must be installed over a clean dc'Ck (no roof-oven;) 10 ol>tainl/Je lIU218 rating. II is strongly rc'CoTUlOlllded that impact resbtant cap shingles made from XT 30 IR s/Jmgks be installed on all hips and ridges. SOllle illsurance ca.fl'iers may not considc'r the roof ,)stem as compliant to U 2218 Class I without impact resistaut cap shiugles Landmark n is uniljue tHxause its pal\'nl('d Tii-I,amjn:ue~ design combines lhree laycTs of malniaJ to prO\;de a dramatically thick shingle wilh a wood shake style, With the exception of Landmark n. dosed.cut vaUc')'S are preferred by U:11aioft't'd when applying the~ shlngles, Opell ,'alleys are recommended \\btll applying Landmark TL; howcwr closed-cut valleys are also acc('ptable. Woven vallci'S are not l'l'C{lfnmended for Landmark n because the ui.laminated shingle can buckle and become d.'Unaged when shaped into the valley. :-Iails are requlrtd a~ fasteners for Lruldmark Tt, slaples are not all{)$ed. SH,\D.\RD OR STEEP SLOPE l:\DERL.\lME:\T: Sblngle underlaYll1ellt* lI1('('ting A~lM D4869 Tille I standard~ is suggested. CertainTced's Roofers' Sde~:l'., Shingl('Fdt'~ IJr Roof'Wrap'"Is preferred. LOW SLOPE lJ:\DLRL.\UIE-'r. One layc.r of \llntcrGuard~ or its equlvalent*, or two Iaytrs of 56' (91 S mm) \\idc felt shingle undcthy. ment lapP<'d 19" (iS5 mm) must be apphed over the entire roof. L\tPORT.~''i'f: \\:.hen installulg uwd.\lark n on low slopes, oue layer of Winltr{~uard or an ('quivalelll waterproofing shingle uodt'rlayment 138 I'Igure 1 ;-lO:I1!'<!.o.mrse VlagulId'\(elbod"lnslalltilion s(,~'/'IIali(, ')] )/ / '-~ For capping hip and ridge, apply CertalnTeed , Accessory" shingles of a like color. /- ~~~.- ~~~ ~~- ~~~ ~ ~~~- 0;,' .~~i!.S-'~ ~,<2>' <;$ ~ <0' $<2>" \-.;.~ 0 ~<:.\\\\,<:. " ,~<:." ~~ ,,~, ... ...... ...... \., ,.. .".. ..,. ..... ,:.; 1 I ~ "- ~ ~ ::: ~ ~ ...... '" oil ~ ~ I ~ ?: j ...- i i:2 I i ~ ~ .... ::; FASUNING ~ --- LOW ANO STANDARD SLOPE ENGLISH DIMENSIONS TILC~ctJ Shilgle must he appli(od over the entire roof. Appl) lag two lap.:rs of felt shingle undtrla) meotls nol an acccptable altcrnatlre to WIllterGuard. One layer of shiop,Je undetia~lllent m('('ting .\SlM D i869 applied o\'Cr the requlrrd "1uterGmu'd is aL<o n'Cununc,nded. L')IJf Proper Nailin~ Figure 15-2: fro/'t'f and if/l{JrOf'l," nai/tllg Croo~ed Undel- Driven Ov~- DI"/er 1-1" (25 rJfT') I I STEEP i Shoe AOPI.lcatirn I (0'11:121112) ~ tl + i V ,,6011,21 (12) STANDARD Slope Pfpl'calion (4,1'2 JO Ie 2V121 I / L1851"(4I'2) low Slc~ A~pllcatior (tel~~ ~.'12i lOW:: ,,95i"\2i12) ..-" --IIiIId"IDO Mot Apply Shlngle$ ~ Below 2112 Slope ,,'JW1M) --i.~.t.... -~.\._--- ..... * Figure 15-1: SIll/ie definililJ/iS. '11m ROOF DHK. MlST BE If I.E\Sr: '~/8' (9.5 lIUU) thick plywood, or 1,'16' (11 mm) tllick non. veneer, or nominal I' 05 film) thick wood deck. COW "HAnUI{ UIM.\TES (Ut StoPES): Applying \Vlnter{Juard or its c.~uivaleJlt* Is strongly rccolluuendc'd \\'bel'Cl'cr there is a possibility of ice huild.up. rL.\SH!:';G: Corrosion-resistant !lashing mu,t be usc'Ci to help prl'\'l'nt leaks \\h<'re aroof met'ls a wall. anotllcr roof, a chimney or other objN:ts that penetrate a roof. SE.Ull'iG: ShIngle sealing may be ddayed if shillgles are appUed in cool weather and may be further delayed by' airbol11e dust accumulation. If any' shingles have not sC'.Ilt'd after a n:asonable time period, hand sealing may be necessary. CAUnOS: To prl'Vtnt cracking, sbingles must be sufficiently warm to allow proper forming for hips, ridges and valley~. W\RKA,'\'IY: i'hc~e shingles are warranted against manufacturing dtfel1S and covered by fire years of SureStart protN:tioll, except Lruli:L\-lark nll'hleh provides len yeal'S of SureSta11 and illcludes coverage for tear off and disposal costs. See the WaJT:Ulty itself for specillc dc,tails and w1utati(,ns. I Nail Af1la for I Steep Slopes FRONT STEEP SLOPE [se ~II nails and four spots of asphalt roofin~ cement for every full laminated shingle. See below. .-I.~phalt rooling ccment should meet _~STM D4S86l)pe [1, Apply I" spots of asphalt roofing cement undt'r each corner and at aOOut ]2' to 13' In from each edge, ............ I ~T (Ol'RSIi: Apply a full shingle at the I<lwer It'ft comer of the roof. Make tbe tower edge and It'ft edge Ue !lush with the edges of the startl'r course (Figure J5-8). ,","it. _::~\~~" --~-~~- . ' \ . ,",,,-,l.,,,,,; ~ \ \\ -~---~-~.. \ \, \~,-- \\ \ " .vc\~"'. _A \. ,~"I;"" . ~ \ .\~ V),~ -----.' \..~\i.-- \ . ,,(~~\S'.--_ or .\ \ ~~\'~ \ 1.'..- \. ~ ~~\ ,\.--' I;.N,f. \',; . _ _,..", ~' \~>$l , \ "\\ - - .", '<."~ \;t>~ ' , \ \~ <;-p.. ,,~~\~ ~\;i~\~t. ~ . \ \ \ \ ~~ rz.~C~" ...t, ' \. ~\ ~~. ,< _~.""" ~'1-,t>~~~":7:~~~;;" \.--,r'1~" f.'!',:~ ","y~~"",,/ ~:\' . - . . ~\ J;:-~""" \l:>\",~.\\.', ,'V;' ~......- ~11l';'i!. 'i /,; .-/ "~,,.."/J'I\'I~'>.. ~ ~ -" ".~ ,,;!/* 'I \ I "..-- ~ ",,,\ .~S'-\.)~ \ \~-s~." \ \\ I Figw'e 15-& A/I/X}1'lIg tbefirsl5 COlJl"st'S on a standtllTi slo!le. ONE ClEAN.DECK APPLICATION METHOD fOR ENGLISH DIMENSION SHINGLES --- 12" 12" 12' 1-(305 rT'fn)-" -(305mm)- ..'- (305 mrn)-"'I ENGLISH DIMENSIONS flYHOURSE DIAGONAL MHHOD ("SEVENS AND fOURTEENS") PREP.\RI\G TUE DECK: . .\pply underlayment as requlred. CeJ1alnTeed ~uggests that a layer of ,hingle underlayment be appUed. For II fire rating, undc:r1aymcot is gc:nwlly r('ljuimJ. Apply flat and lIullrillkled. . Snap horizont<ll and vellka! chalklines to assure ~hingles will be correctly alignL'Ci. E\I)()se all ,hingles ;' (llS 1Tl1Tl), * WldeTrack Q8 1" (25 mm) -"I - _'31/2" -po -9"---13112' ~ (345 mm) (230 nUll) (345 rIm) _10'12"-"'1 ;-10'/2"- (265 mm) I , ! (265 f'lm) 1" i I Si>.alant I 1" -.. 1-(25 mm) i I J i 1 (25 mm)-..; - ;"'~--f-:- --P--I--- (251~~1):~ '4~ ~1 ~~ ~ t______.....__j~()ofing .C_effl.enl ______ ___ -----~ ...., ..., . ~.,</', ~ ,'o\~ ~.,\\~'\i ~- \.c':j,~ ~~ \)\\~ ~.~; ~~ . J " :\,<;'1\:~\~0..t"..~ 'l..~ ~~"'~~;:fY ..-P' I>"~'> \\\~ ~ - -/----..... , @"!'-<> ~7..... 0;-.'" '; , "" - ~ ~~\'l>~ -;:,c'1' - - ,,._,,, .~ o,\\~ ,\ ~i:> \ ,,~.~ '\ ~~\ ~\~\' I ~\~s~\\:f 1..\ .,,' \.\~ '<.'>\"<,<:<-:, ~",\ '\ ''sj:>'''\ '\\ , s.'?!>. 2>"~'; _^ 0;,\ ~ ~c'),~ ,> ".:,,>'a>' c,.\'~ 1. CuI "(' oil tlle left end of tlle fir;1 shingle and ~ave tllis piece for hllcr use_'\pply tllC 29' long piece over ,md ahoV(' the fin;t-cou~ shingle, Leave the bottom S" lab pOlllon of the ur.;l-course sltingle e~posed IF(gur~ 15-8), 2. Cut Ii' off the t1.r'>1 shingle of the third (X)ur~ and save this for laler, Inslallthe 22' long piece over and ahoye the sc'Cond-cour.;e shuIgle. 3. :\pply the prc'Viously rt'mov~d 14' tong piece oyer and aboye the lhinJ-wurse ~hit1gle, 4. Apply ll1e prnioll~ly muovcd 7' long pll~e from Ihe second course ov'er and above the fourth.course shingle. ;, Install a full shingle against the right edge of each shingle in courses onc through five. CO:"lTl_'ill:\<; l P mE ROOF: I. Beginning again \lith a fuU shingle. l'l'jleat the five-course pattc'J'n up the left rake (Figure 15-10 - see BOil Page 111), 2. Fill-in cour~es at'fOSS the roof in a sll'pped diagonal fashion using full ~hi~~C:5 (Figure 1.5-10 - see.l and 8 oll1'ago lit), Do oot run courses straight across. L\lPO RT.\. ~T: Do not align lolnts of sh/Jl~es closer than 31/2 ,. from ont' aI1O(I1('r. -1" (25 mn) ~ ~<;r METRIC DIMENSIONS ~~\ 't" ~\\ s,~: \.~._ 0 ~ '__13'12" -l~1131"'-"'_131/Z"-oo-i II (345 TiT) 1.299 mm) (34.5 mm) :.: +-101 '2''- ""1 1'.-101/2 '-,.; (265 'nm) I 1.265 mn) : 1" I I Scalar" I I 1" -~ i-(25mm)1 I J I 1(25mm)-~- +- - - -1-:- - -+....;- -- 1--:1- --- ~ ~ ..~ (25 f'1m)~" I Roofin~ Cement I I .. , 1\ ard 13" 12"/4" 13" 1-(325 mm)-'" -{319 mm)-'" -(325 mm)--i Relea~~ T~pe 1" (25 Imr) -..., - C.\lTlO:\! Failure to foUow illstruction steps 1.5 below lIill bring io[nL~ 100 close togethe:r ru1d may cause unattractive patternsl -t 1-1" (25 ITlrr) 11jz'- '- Nalable r A,e3 -' ~~~ LANDMARK TL 2~D TIIROlGII 5T11 COURSES: ~,!>'I.~ >}.~,,~...- \)'\~ <..t""~ _1 !25 :11l'1) * WideTrack Q8 :-+--.'.311Z" -~'_111!~"_~1_1311<'-~ I (345 mm) (299 m) (345 mrJ) -10'/2"- '-101/2'- I (265 mm)l I" (265 mm) -.. '....1"(25 n1lTJ' , 11'1'(25 mill) -I' - I i I Release Tapa I Nail Area J rorSt~1P1. I~~ ~j ~] i - ~,~-:-~ E0:J ~ j 1)5 Tl'1) 1- - ~~oolin\J Cement 131;2' 13" 131/2" 1--(343 mm)-'" 4-- (330 rnm)-... -(343 mil1)-"1 Figul'l! 15-6.' j1,mc!urd slope Imrkda)'lnenJ and sJa.rI~'f drip edge d.1l1i/s. 1-1"(25mm) 1"(25mm)-1 -- ~ f%1 ~~ ~ ST.\RTER COlRSE: I.l'>e CcrtalnTt'cd Starter (prc-\:uIIO' x 36'), or use ~tandard tlll'l'C- tab self->ealing shingles with the lower;' (ab portions removc'Ci to provide ,tarter ,hlngles that are 7 . in height (riglire 15-7). --------~ ---- ----- --- ---- -------- ---- -- .-- .....-"..... -.t:...""....... .. -- ~~=-,......" -._""~-- Seaiant Strips BACK UNDERSIDE : OF TOP ; LAMINATE L- LAYER 41 ~ is) 1i~ = IrQt,J ._= ~ i~5!:a 3: ;:;:J ~a r(~1JJ'e 1;-3: ~'iderrrldl QBv.fe(lIu.res a Idder nail arM and extra.slrot/l< Qlladra.[]ond eOllslmel/OII , For technical questions,lnformation on acceptable allernative application methods and malerials, or a copy of the product 'Nananly, contact the sourcelli~1ed below: YOUI supp~ef or roofing applicator CertainTeed Home Instrtute CeltainTaed Fax-on-Damand CertalnTeed-RPG T~hnlcal Selvices b- 800-941-0057 1./ 80D.345.1145 -I l.f .f 800. 782-8777 ClJa/ltl'f 15 C ERr ,\I 'i H E 0 S It 1 N G L E \ P P L I C H 0 R' S\1 .\ :'1 {I H --- --I'~""----;.------- ~.._;:___ ..-....._ -...., - _ ........- -.:t.- ~::-";.." 1ST COt RSE: Apply a full shingle althe l{)w('r left cornu of the roof, Make the 10wcT edge :Uld left edge he flush with the edges of tlle starter course (Figure 15. /2). --------. -.~~---~ I ~~ ~' ",~i' _~- \.-~~- , :::/-\\\ \ \~\\,.. "~~~~"'" "~:g~ _' <>\~t.~ I": ~~:>\ - \.' "'P-. "",,\,.' _' 0 '\ C\;\'~ \ "'C _ '). -... ~:'0 :'..- ,.".'t' \:. _ - :"", ~ ~'$> \' ~~ -' '.0$<;<0 ,,-""-""'" ':\ \ . ~~ <:.; <:,,>,,,,-1>... \ .' \~'"., \.-:S- ",,,- <:,,>,,,. '" <.,<>s.<;<O .,,,\' c-Y" :"'~',~ "." ,.}.'~'''' ,,-,,"'''''-- '. 'II' ~. ~. '~"::~-- ~~':: -.-.- - ", "'~'. ,~ .. ~7f? -~ ~~/- '$ \' $.i'~' 7'..r";:---- ~. _ ~\h. '. '. ~~~.- \",t ",~{:~,,~ ~ '" ~1Q;~t'''' ~;:.-- _____ ~\ii,:\~l.*\ ~":I;.. ..,/Y ~'\ "~I ~ . ~ ., <, i ef.r,\ ~ ~~~~~~~,~;.\~,~~'"-' 1\ ~~)70' \ ii, I Hgure 15.12: Applyll/g (be firsl.5 ('curses of Metric dill/cnslO/1. '\"O!1r 11.1e landi\(iJrk n dimt'nswIIs diffi'f (st'e insJrudions be/ow.) --"-~""'-""-~I ~~ 2\D lHROtGH 5tH COlRSES: CAlHO;\,! Failure lo follow instroctioo stc'ps 1..5 bdow will bring joints too close IOgethe:r and may eall~ nnalU'actl\'e patterns' 1. Cut S %" oil the left end of the 11r;1 shingle ,Uld ~ave this piece for lal.t'r use. Apply llw .n I/S' (34~/8' for I.andmark n) long pi(oce ovt'r and abo\'e the tlrstcoul'se shingle, Leave the bouom ; %" lab pol1ion of the rust.course shingle exposed (Figure 15-12). 2. Cut 111/4' off the nThl shingle of the third course and say'e ~lls for laler. lnstalllhe 27 Vz' (28 3/i' for Landmark TI.) long pit'ce o'er and ahove the ~t'c;(Jnd'co\lrse shingle. l Apply lhe previously l'eIllOl't'd It1/j" 10llg piece over and above lhe third-course shingle. 4. Arpl~' tlle previously rt'moved 55/8" long piece frnl11 the st'cond course over and above ~le fourth -<:ourse shingle, 5, ltl.stall a full shingle again.st the right edge of each shingle in courses one through five. (()~lt'iUSG lP HIli ROOF: 1. Bc'glnning again I\ith a full shingle, r('peal the five-cQurse pattern lip the left rake, 2. Fill- in courses auoss the roof ill a stepped dJ;lgona! fashion usillg fuU shingles. Do 1101 run courses slraight across, mpORH.~T: Do not .llignloints of shingles closC'r than 31;2' frOll! one another, t Figure 15.11: H(r.:bfigbt of closed-wi caflt'J delairs III (lJrlpl"r 15 C Il R T\ I 'Ii T Il II. f) S If I N G 1.1l \ P P 1.1 C \ TOR' S ~t A S 1.1.\ t, G'ba{ltt'f 15 C Ii RH 1:'1 IE II 0 S H I NG I. B H P LI CHO R' S ~H S l'.n ........... CHIMNEY flASHING --- Metal Step FlashIng ~"'%:J' 2"(50 I1Ull) J.... ':..i.:'.: 7' ,\Amimum :. . (180 11m) 'I_~ MinrnuT1l' 3'(75 mm) "I1inimum Figlll'P 15.13: Step flashing millJmwn dimensiol/s. ":\OTE, {;se 75/1\' or more [or Mellic dirnmsion and Land.\fark TL shingles. Fold down . .... counter f1as'lrg evel step Ilashing - ,-~-. -- ~ r -::::-f=-:-~=---ll :::~, . I ~_ __ t !-- :'. :" ,. .....~~:. --= . ~Y:',.>'.:.,:-., f5dm::; 1r . ',' .~.~ {L'lI1.1/mlllJ} .( . . , ;. ' .......-... COunter I ( I '.' . 7- - - - Fiash'nl'l I I I / ." I ~- I '27 --~;;;;i.~r-Z J -==z-z-- _____ Z-- \ ~ Fas:en F!ashi'lg To Root ----c--= F?"'1 ,e=--. --~ ~ r~._f.-'- ~11 ......L 'n-1?C.-b _ .Jf ~~d~......-!. ~ -;r--J,=~..T ::r~ . J JC-:r - I ~- - ~~r~~i:--'C;rJ ' ~~ .. -___ ,-- t t5f ~ ~]Z:~~~-_..lrh-J.- -L/ j r'7.fA / / - f . /')<... ~L.Z/ .. -. ~Bh~zrli~ Figure 15./4. Flashl'lg around a ehimnry. ~ I 36"(915mm) .J · Full Le~Jth .. I 1_ _ _ _ _ :::": S~"~ _ _ _ _ J~lfO m>l I 'i J- IRe m 0 veil the s e pliO r t ion s I ~---__~______)______J -1" (25'm) LAtfDMARK TL - 15" -~ -.10'---~1- 15" -~ (381 mrr) (254 ml1) (381 mm) - 12' --1 i- 12 .. (305 mm) I I (3051111) 1" I I 1 I 1" -.. 1--(25mm)I I I 1(25r:lm)-,"" +-- I I I I I I 1,,-_1~ ~1 r0;1 (25 mrl) 'f~~ " ~1 . 1_______ IR()ofing_f~lllent Figure 15-7: .l(l1ke skwter sblllgfes b, remol'lng tbe lower 5" tabs. 2, For the fir~1 starter, cut 7' from one side of the starter shingles, 3. .~pply lhe 29' piel:e to the lower left cornc'r of Ihe roof. Make sure there is t<l' ol"erhanging Ihe rakes and eayes if drip rdge is beillg uscd. If you are not using drip edge, make the overhrulg 3/j'. 4. Use full 36" long, 7' \\ide starter shingles for the rest of lbe course, ~ ....1'. i25 mrr) Figlm! 15 .5: ~:'lI ~i,'r T/(lifs mId four spots of aspbalt roofing cement 011 ,<Ieep slopes. c.uno\: I'xcL,,~I\'e lIse of roofing ce111ent ran cause ,hingks to blisll.,,-. 139 Chopt(" 15 C E R H I N TE 1\ 0 S H I 'I G L II ,\ P P 1.1 C \T 0 R' S M ,\ ~ II \L Cba{'!t'r15 CERHl:"lTEED SIIP.GLE HPLICHOR'S M":\tH 110 ........... 2\0 THROIC!l 5TH COlRSES: c.unO:'<i1 Failure to follow instruction skps 1.5 bclvw 1\111 bring joints too close togt'ther and may cause unaltrar!ive pattc'l"os! Thc~re are H thrce-pkce units in each Shadow Ridge bundle, pro\'iding i J iudi"idual cap~ that will coyer 30 linear feet (333/4 linear ht, Metlie) of a hip or ridge. Earh I'ng!bh dimtnsion c"p piece i~ 12' by 12' L\letrlc e,1ps are UV\" by ge/s.) and (eatl\l"('s clippcd corners on the bottom edge of the c,-posed portion. \OlE: Each cap has a laying/alignment nOfch allhe top ('dge to center the piece on the ridge line, and two notches Oil each side to In(lIcate the rorrect exposure and ,hadow-line plaCem\'llt (FIgure 15.19), The side notdJes of the eap being appUed should hc aligned witll the top edgc of dle prc\'iously applied C<lp. ONE ROOF. OVER METHOD FOR ENGLISH DIMENSION SHINGLES --- PREPARING THE ROOf SURfACE fOR REROOFING . Make the surface of the old roof as smooth as posslble by replacing missing shingles. Split and nail nat all buckled, raised lahs ,Llld curling shingles. . It's a good idea to cut old shingles back flu.<h to dle rakes and caws. . We S\lgg~t that you apply corrosion-resi,;;mt drip edge along the rakes and eaves, coverlng the edges of the old shingles. Thill will protide a uniform and straight edge tllal will hdp prevent water from seeping tinder tlle shin~e edges. I. Cut i" off the left ('nd of the first shingle and save IWs piece for later use. :\pply the 29" long piece orer and above the fin;tcourse ,hingle. for dus aJld all succeeding courses, align the top l'Cige of the sllingle lo be applied with the bottom edge of old shingles in the next course, E.xposure of first course ooly is rt'duet'd to y, 2. Cut It' off lbe fir.;( shingle of the lllird course and ~ave this for laler. Install the n" long piece ov'er and above the ~econd- course ,hingle. 3. Apply the prcviously remo\'ed I rl' long piece o\Cr and abow the third-cour:;e shingle, \. Apply the PIT\;Ously remo\'ed T long pkC"e from the second course over and aoole the fourth course shingle, S, Install a full sWngle against the right edge of each shingle ill courses one thr{lugh five. RelllcOlhcr thai course one shingles arc only 10' \\ide, 12' ..-- (305mm)-l i05~~1~105~m;l r Not}h for Centering " / --r Notches for Alignment to the Top Edge 01 the Previous r Cap fOr 5' (125mm) Exposure (180mm) \PPUC.\T10~ IS ,\8 rouows: I .\pply shingles up to lbe hip or ridge 00 both sides. then trim flush. :\OTE: The last cour>e of shingles should have an exposure of S" IS5/8. for nH1ric) or ks~ wlll'lllhe shingle (".Ip or ridge vml is fastened In place, Ottlt'rwise. a potential waler leak could oceur at e:\posC'd shingle end joints. 111e figures uscd in tlus section Illustrate the <ll'pliration of a('CI'SSOI'Y ,hingles o\'er a ridgt: VUlt; ;'l'pliullion directly to the roof dc'ck Is vel)' similar. 12' (305mm) L 12" -l 5<1)11\) .- -I / Apply Over '__- (30 ~// Starlor Shingle X--"~tf~f~?5~ ~~: I . , I I / Starter Stl'''g:'' . i ~ r L ~1aol11f11)':>" I~I- h'. ~l'.~.:.'dj.;.i'. I ~JSi4i . \' "NESTING" (OMBINED WITH THE flVHOURSE DIAGONAL MHHOO ("SEVENS AND fOURmNS") :\OTE: :-!esting is prefC'lTed o\'er "hridging" methods when rt'rootlng bc'Cause nesting sheds walt'r best and look.q bt'tttr. !\'c'Sung, as described belo\\', is an e~} appli(atlon over square-tab a.'iphalt strip shillgles wilh a 5" exposure. If you are coYel'in~ a different Iype or ~ize shingle, you may Ilet'd to cut back tbe tiihs so tllal nesting is possible. To do this, simply rut off the leading l'tlge of all old shingles when they are lapped less th<ln 2 Yz' by tile new shingles. This permits a nalneste-<! appllcalfon lhat avoicL, lifted edges allll slumps, English Dimension (():'>ilnU:\G lP HIE ROOF: l. Begillning again \\ith a full ,hingle, [('peal tbe five-course pattern lip lhe left rake. 2, Fill.ln courses across the> roof in a stepped diagonal fasWon using full shingles. Do lIot run courses straight across. I.\1.PORTAXr: Do not align joints of shil1gJc~s dosl'r lImn) '/2' [rolll oue anoihc'r. I, 97.:8" __~ i (250mm) _415/16'- ~!- 415i16'-~ I (125rnm) i (125mm) I t I Notch for I Centering 13114' " / I (337mm) . I , No1ches for Alignment to 7518' L' the Top Edge of the Previous (1g6~m) Cap f0l55/8' (141 mm) Exposure J Metric Dimension /1 -" ~,,%-.;~ ~ 51~~;vrs;-' . - . '.:~ <'.. ~~~,.?'" ~~'__~~5:::~..:O'~~ //<t> <"v S''{T.?S - . " '~ ' . /?7,?;1 ~.,;:- '?'-JO'c , '- , _ ... -...;;: c?:/rs.4 ~ ", -~ ~(; 1ii;;r)--:LY.,o 0 _ u , -~ ~._) ~0A /Slc ", '--, j- -( ~........,,:::~ ~rl " -ouzo., 1- ~<:.~~~ s"0Z7",,. , ...........~ ...... .courSe -...........::- :::::--., ......- .......... ONE ROOF.OVER METHOD FOR METRIC DIMENSION AND LANDMARK TL SHINGLES ft:~IIi'f' 15, 17: AN'" (J filII ClIp ;ltb/gfe Ol~," tbe sWf<", puw, ./Tush lI'itb tbe bol!om and side ed"",,~s fir tbe sla.rrt'r 2. Install nips beginnin~ at the bottom of a hip or at either end of a ridg(~. Apply a stal1t'r plc.ce that b<L~ the bottom ;' (5%' for mt:trie) [('J11()I'(~1 (Figure J5.18), Fasrtn Ihe starter with two n;lils locaft'd about 3' [ronJ ~le rake edge, and I' in from t'ach side edge, ~lake sure fastentrs u~d to apply caps pt!nt'lrate at lea~t 3/4' into or through lhe dt'cking. :'iOlE: To assist in proper alignment", hell rJdge "ent is uot used, snap a ch;tlk line parallel to the hip or ridge along the llne I~ here tlJe side edges of the cap shingles ,hould be. 3. :\ppl)' a full cap shingle o\er tl1e staller rfigure 15.18), and place fas!('I!('Th atS%' (61/1" for lIleltic) lip (rollllhe e\posed bOllum edge and l' in from each side, :-;aiJs mu~t not be t'\poscd on the lio.ished roof. .\ll nail heads must be driven ,traigllt ,md must not (ut IlItll thc shingle ~1J,.fal'p, 12" r ~_' (305",11\) --., ~~Y':... , "'.o,,,,,~ I :; I I :' 1.--- I ,I-I .~:~f/ ,.! I~ --- 111e same method used for dean-<!erk application of these shingles are US('<! for roof-owrs. Appllcatioll of these ,htngles 01'('1' Englbh dimc'n- sian shingles is not recommended - due to the hIgh cost of workman. ship and greater risk of \\,orhr error. ............ Flg1lr~ 15.19' [(lch Sbadow Rld&>e s/)/I/gle btlS t1 ('(Jflte1"!lIg I/otch and tll'O side.af!g,wwnlno/cM 10 1~'lp f'nsw'/? pmfil'r placement HIPS AND RIDGES --- Figure 15.15: Fiee-Cou.rse Diag()na~ Sesled SHADOW RIDGE~ A(CESSORY SHINGLES fOR HIPS AND RIDGES SHRTEa COlRSE: I. Remove the tabs and the top 2" frolTl standard ,df-~aling sWngles, leaving S' by 36" su'ips, 2. Cut 7" off the length of the 6r.;t stlip, apply the 29" remaining piece o\'er the old first course at the lower left corner, oVl'rhanging the rakes and eaves I;z' if drip edge is ustxi, or l/j' if no drip l'(jge is u.<ed. 3, Cootlnue with full-length staJ1er shingles along the eaves Shadow RJdge shingles bave all accenlrd shadow line that is designed to complemCllt these sblngles. Simply fold alollg the pre-<:ut lines and detach individual cap pieces, Save .altlable instalhtlon time compared to rutting 3-tab shingles. ~" (125"'111) EXposure \~1~~~ g~ r~ 5' (125m"') Exposure \---~\ """ ,.;.~~~'''' '''l''!B r;i""~,,,~'~,>&'j~l. ~';~''',>0:: :-.' ,~ ~~.~:~~~~ ,ffk.~.;;'~"~. ~~.'. ~~~~ ~~~~^ " ",~~~z,,~~;, , ""I"I' (, ,-;<,', I" ~ Hgtll'e 15.16: ~1)(/dol1' Ridge accessory shingles detach easlI,,'/t'om tbree-pi<>ce units t~ make '2 i'ndMdHal Crlp pii't"es rh\-~ 1ST COlRSE: I. Tbe first-course shingles are made of full Land.\fark shingles with 2" cut off the bottom of the tabs, 2, Align tlle first-course strips with the left and lowt'r edges flush with Ihe starter coursc. ~ figure 15.18: Install cap,hillgle" at Ibelr correct expoml'f' and ('(IIer aJlfiistellcrs F(l'IJre J5-20: L,e raJ'in.~ '1OIdJt's 10 ('el//{'f sbingit's on bips and rfdges. and to loctilll/M CiI,.,.('t.t expoSIII'/?, 143 Chapt<.'f 15 C B RT.\f NTE II D S H!:II G L E H P lICHO R' S M 1 H':\L OXlfifl'r /; C E R T \ I :-; TEE n S If I :'1 G L E \ P P LIe ,\ TOR' S .\1.\ ~ I' .\ L 111 ........... ONE CLEAN. DECK APPLICATION METHOD FOR METRIC DIMENSION (13'14" X 38W') AND LANDMARK TL (13'/4" X 40") SHINGLES --- flVHOURSE DIAGONAL METHOD (s~.n AND 111/4") PREP\Rl:'lG lIIH DECK: . .\1'ply undertayment as requlred. CertainTeed sugg~ts that a layer of shingle undcrlaymcnt bc applled. For lL Ore raUng, underlay. ment is geuerally requin'd. :\pply flat and unwrinkled, . Snap chalkllnes tn assure shingles \\ ill he correctly aligne,1. Expose all shingles S'/s' {143 mm). STARUR COlRSE: I, lIse Cc:llainTt:c~d Startc'r (pre-<:ut I 0' ~ .)8 h'), or lhree-tab sdf- sealing shi~l;les with the lower tab portions remowd, Be sure that the slallCr shingles are at lea"t '7V8' in beigl1t.lFfgure 15.9). k -:. =- _ -: :;_::~ s~'~;-_ =-.:- =-=-13 IRe m 0 v e:: the s e D:IO r t Ion s : ~_____~______)______J F(l'lJl"e 15-9: ,ltalV! siadt'" sbfr'liles tblll lire 75,,&" il1 height. 2. For tlle first starter, cut S 5,'8" from one side> of the startcr shingles. 3 .~ppfy tbe remaining pj('{'e to the lower left CO!'il{'r of the roof. Ylake sure there is h' oV'crhangin{; the rakes and caves i1 drip edge is being used. I! yoo are not using drip edge. make tbe O\Tf- hal1gl/~', 4. Use (un ltongth starfn shingks for lh(' rest of the course. 111 (ONTOURRIDGE~ -l r 1 t t/2' (292 mml SlJ~' (2101Ilin) 1. _1 :- 12' (305 mm) Folded Edge (front of cap) Figure }5.2I: l1JCre are 30 cap shingles per bll1ldlc of Conto1Ji'Rldge that w.'ers 20 lil/(w.,fi:et of bip or ridge (lJ ill. 8' exposure, APPLICATION IS AS fOllOWS: 1. Install the Orst eap .u the eaves for bips and opptlsile lhe prevailing wind for ridges, Fasten \\o1th one nail appUc'd on each side of tbe c"p shingle 8%" back {mm e~posrd end and l' tip from the lower edge, 2, Apply the next cap shingle so the folded frout rdge covers the sealant striP<' resulting in rul 8" exposure. Fa.sten with ooe nail applied on each side of the cap shingle 8~/~' bad from e~po~ed end and l' up from the lo\\'er c'Cige. Fa,lenc'rs u>ed to "pply raps fiust penetrate at least 3/.j' into the roof deck or compl('tely through, Awoll.S' ~ \ \ (203m).\., LA . \ --~ \:....-.L: ~~ajl' '\;0"- J A~y~' , /4' C'IerhJr9 l6mm) Fig 15.2): rhe ex/1'(J expoSltre and tbidmess ofColltouJ'Ridge clllJrlll(;es tbe rooflines and saves tn~1{/f!LltkJT/ time. 3. Continue In the same fashioll using the sealant stripe as a gauge to install cap shingles at an S" exptJsure. 145 116 ..-..... ~'~ ~.~ -~ o z N c.!) ~ ~ ~ ~~~~:J ~ ~ ~5'~~ z oo....m W 0 ~~etJ a.:3v" ~ ~~ c.!) a.. W I- Z ~ !oJ ~ o i:!: ~ ~~~ k ~ fJi~ VI .~ ~~~ ~ ~ ~~~ ~~ ~ ~8~ ~~ i!: ~:~ ~i ~g ?;:~~ ~fJ ~~ ~ =-'ij ~z o~~ ~~ 01 m~~ ~~ ~!!l ~i3 ~~ ~~ . 17,\ ~ ,.)..... ~ ~~h' ~ Z~ - VFC.~ _'r<t - IV ;,., ~ ~~J " '- ..... I- UJUJUJ ~(,9U <(~~ =>QO 5S~z N ~ ~ o I N LO I f'.- ~ ~ LO ~ >- 0::: o I- Z W > Z - . Ln C) C) c-J ~. N a: d: ~ 10 ! ~ 11.. ~ I }~ '\ \ lJ) lJ) ~ z ~5 -g 8~~ ~~~~~~ffi~~Q~~ ::JO'5<LZU.LZO~5~ ~~~o~oo~owoa. :j~~~~e~~~~~; ~~~~~~~~~g~~ o ..... If Q II - - .- :c ~ <D "- > ....... CJ) <D s.... () o ~ () o - a:l . g U 0\ U o I.t) .8 o 0\ t--. <Il '... I.t) ('() Q) -0-0 ('() ~ E~ .OOO~' ~ c2 ~~ ~ ~S< Q) Q) Q) t--. t-!.. 'Vi 8 ........ ....O\O\Q) ~ ~ ~ t--. t--. -0 ~~~ ~~~ ~.~ Q)~'3-Q)t;t; ~ ONr.J)Oo...~ 11: Vl C o 'Vi '> ~ CJ) ~ ~ o o \0 2 .- 0 :J~ ZVlMI'--, o · M I'--, ~"OIN Vl>O't1.{) ~MOI >~\O ~<lJMO'\ OL..M\O o I'--, ~..cLL.M :E ~ ~~ ~ <lJ E ~i 3: (U .1- z o o \0 .... ... '" ~ '.:'. "'. I, l..{) o o N 1- Q) > o -a c: <( - - ro 3: E 2 Vl - ~ ~'" \<:;, . ~I ~___- -/~ '<\~.'\~~t~ o;,~~'\'.;;-~ J ~rc.\'>-_-" -I \ \_- --- , ~ I ,- . . \'!>"'~,~"" I ~",I:,~\ I J~ C-. -)~ _; '---_ ,T"y~' ~. i ~~~ h:______ Air Flow ~ /" ro~~g~ ~.. ~'.: 1 .~'. ~ I - ~ !~8(00) provideadeqUat9~___ " J 1~ ~~~~ venllla:ron undel . ~ I ~ ~~ ~/~ ........-:::~ "', the roof deck to f!."'" '\ .~ ~L _.do":; -..........:~~ '" p'event harmful - _~ ,j~ l\.-:;'/ '---'---...::~;" eonde'lsatlonln ~ '\ ' ).- ~ ........... ~'intela[1d tleal X~ bJI d-dP III ~ ~ .-....... SDrllTel m; ~J~~~ I,. I , . ' I .......n::::------- i \ I .. I I I I '"'' : II \ I'" I I , ~\1."'\. ~I I ,. y,,,\:,<:.~,,,\<(,\S~"1 \~<::i"" ,,~~\ - .~, t'~'::: - - -r: -- I .-~_.-. j I I I. I I 1 I I 1 (,Jy SI,> . I 0./7 1>7.-:>lp I SI?;>.;> II .,;S .;>reQ. 'O'r ;; .1 a. "';>Cro 0.01 .~'/Jdo SSI'. .-l_Q'(/,' .1710. /11 <;Ille)' I /011711/ e I <Jlle" 'g roOf 'Sf J '?"" <ilea..... I ,,,17,5 . - : I Vii';' 00)-- , 'I~" I '?"I--s;o1l'o'eac,? '" .'l f. - SI,>; L I,. 'S,ol1a/1 /:0) ~0'/"'le liJ <1 .. . ' .. -- 0/.17" slrh _J,..~ '"'ce0p 0/ ;;....~ . &... Y ,-<-lill ~ rr-f-.~C'W.?" ., ~ (7/8po. f:,O 0 '\ 0'17.0\9 '/JQ'/.}- On 0) - - - .... &/01 "'CO/;?e. 'I Remove ~ ~... .' 1Jt9d M' ,.. Of /~' ........., ..........."~q/~ ~..... ~......... ..~." I'-~~ . CUt.' "'", ... ....... (" (~ll1Qle~ ~ bac~ f lirr,) - Va1lf../Of>) CSr1to . .rltiie L\lrORT.l~r: For decks 3/4" (19 mm) thick or thicker, nails mu,t go alleast 3/4, (! 9 U1Il1) into the deck. On thinner deck.~, nails lUUSt go alleast t/s' (3.2 mm) througb tbe deck. rt'ail~ must be 11. or 12-gauge roofing nails. COI1'OSiOHl'esisl,Ult, wilh at Jealot ~/s' (9, S mm) heads. and at least I' OS rmn) long. LandMark TL requires nails at least Ill,,' long. Release Tape l_~..=,;a\ ~\ ~~.. .<;j"9=~~~;;:\:'::":;\:~~:~"""''''' ....."....:\ ~ .... -~._~~_....- .-- <....c... .:50 -- ,a..aa..-: ... \~..~-- Nailing Lines QUad~ aSa~JV Four laminating adf1esive strips for a stronger bond. ~ ~ ~~ ~ METRIC DIMENSIONS 13" 123/4" 13" 1-(325 mm)-- -(3t9ITm)-""-(325 mm)--I -.. 1:.:'~5.:rr: _ ~tt_ 1".::5.:m~j- _n._a-.... _._". ~ ~ ~ill ~ rigurp 15,1' L'sefour Mils for ewl'Y fllll sMlgle. UJ ~ <( Z Z ~ a.. SHEET NO. >-1- ~z z~ W.....zz UOOO iIlUli) ~~z~ o8~o Z D::: ~ <( a.>a. W>::E I- D::: <( wWI- J:ca~UJ (,.9 01- I- ::E ~ --..0 cr::= Z 0 J: >-~~V) a.~~:J O~D:::~ U:) w D::: a.zLL ~~ :I:::E I- ~ 8 w ::E o :I: V) :J In o o C"oI @ S8A N ~ ~ <5 ~r:T f~OasDATE ...J DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DSI-222 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - DDI-224 FIw.L ANCHORING OF It. WOOD FRAME UP TO 5'4 X 6'a SINGLE: INSWING UNIT W/WO SJD!UTES PRODUCT ACCEPT/o.NCE No,: D5/222 --1 rS" f ~_~ ~ <b r""-, D' tv S"'-1 r- (jj- ~ 4" rr 14" F~ 14" TYP. tf- ~ ,.. j: ~ 14" TYP. tf- 0- 30" -!A' 0- - .~ 0-.L .Bf.... -Q) =@ -0 ,'B4 5 1/2"1 t '('E' f 30" -(j) 0- 14" TYP. Lf-: ':;E r~ (j) 01- __ W 1/1'[' 1/1:-] t- .. ~ 3 1#10 x 5 8" HlUPS fV,T HUD 4 1110 x 1 374" ~ #Ul' HCIoD 5 1#10 X 2" ~s fVtT HV.D 7 /I lOx 3" PHIU.IPS f1..A T H(;D L 4"_f- r 14" F~ 14" TYP. tf- ,.. ~~ 14" TYP, t-i- 14" [~ --j :b<n,' ~Cf (j) (j)(t ~ --l \.-, 1/1't · 10:::::1 - FINAL ANCHORING OF A WOQD FRA~[ UP TO 6'0 X 68 DOUBLE rNSwfNG UNIT PRODUCT ACCEPTANCe: No,: 001224 ~ 4"TYP. L- rf- 14"TYP. ~-f f-f- 3011 M"F m. ''"F: ~tE 14"~P 30" . TYP. f- f S"~ -_IS" f (J); I 'DU 1 '5' 97/S" \2- :-- _ I _~-r.~.~){j cr:r- '"" ~_ ~1 W -.,'-'-" . 6" ~r JI I ~@ 0 ~'B' --cD 0- .1&ClM -.!-A ' mrrt .. II' HINCE DEf'.4/L -= SIOfIJTt IS A1f1CW) 10 H/H(;(. ~~Il 4 SCRf:X. WST at lJSCO . OF A ~ SCIff:it NlO A I 7 SCMW ~ SCREW SCHUJOlL -0 =@ -0 I f- 5 1(2" f--r 'St.- . 'E:' """" . ~ sa l..OCK l.lF". 1- i."IWtVCTlONS..,~ 14" TYP. Lf- -e-'-f ... --..!A. -0 -0 -=w (l> .JL . 1(2" 0- o f--<f) (!>- 0, f -1<D~- · 1(>:J]-1 L.J L W-.1/r f.: 4 1/2'" ~ II' ..or LArc:H DErAIl- N~~ SIOO.ITE IS ATTACHE!) TO ~TCH J.f.WtI use tIS X 1 3/4" ~~1l.lJPS ftAr HEAD SCRews u S1RIKt PlA~ IHO I (4) SCMW tiPUoCE OF , Q) f1W1I $cREW' SCHEDutL SCREW S<;1;f.Dt.JU: 3 10 X 5/8" PfflWPS /1.o\r HaD 4 10 x 1 3/4" p)ifUJPS n.A,r f.lv.J) S 10 X 2" P'Hl/JPS /1.0\ r HaD 7 10 X 3" PlifWPS (LA T HaD "R:> ~;;;~~ f'.- ~, 5~'}\) ~~. " LM: ~v ~, sa: LOCK ~ r.w<<.F~ ~ Ih'S11/UCT1OHS I @t-- 9 1/8" CD--::: t>: r{,. tt:--l J @ - ~~-!LJ .......... ( r'E' -e' HINGE DETAIL ~L.~ g;SWlIJ(; THRf'SHOlO ~'\1 ~~ THRBHOtD ~ I. (~) r:r- n: ~ RARR1~.ma Thre Id -/7' ASTRACAL PLATE Size: up to 5'4 x6'1 Product At(tptuu No: DSI.211 . ~,(wood jamb) ~onIi&uuUoo; 1'0 1'4 16 +80 .80 +80 .80 480 -80 x. OXO. XO. OX 2'''.. )'0 +51) -81J."~O -80 +(,() ~() +<J}. .Ij.) +~ -6'1 +50 .~>(! +56 -<>(1 '+SO -6!) Sm,le Opaque WiSidcliles SinPc Olal-./ld WiSidelitcs (DooI' doc, IlQl med MlssUII Impact) T.:slI2\o.l9I1.210-2024 +7S -80 ~ .77 .~ -71 w,. ~.: Nan Va F'tat'jcI I Plas\;KO lirinptnn. NJ C)7()J9 -1 r- 1- =( -0 @= 0- NAN Y A PLASTICS CORPORATION I PLASTPRO,lNC. DISTlNClION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS NAN VA PLASTICS CORPORATION I PLASIPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESUL IS lNSWING: Opaque and Glazed Max Door size: 5'4")( 6' 8" DESIGN PRESSURES OPAQUE Description Single Single Single Single Single Description Single Single Single Single S ingIe Door Size 2'0")( 6'8" 2'4")(6'S" 2'6")( 6'S" 2'8")( 6'8" 3'0")( 6'8" DrawiJl2 # 99-01 99-01 99-0 1 99-01 99-01 Pressures +SO -SO +80 -80 +80 -SO +80 -SO +80 -80 Single wlsI Single w/sl 2'8",)(6'8" )'0" x: 6'8" +60 -60 +60 -60 99-0 I 99-01 Single w/sl Single w/sl Configuration: X, OXO, XO, OX rESTS Test ASTM E-330-90 AAMA 1302.5 Dtsc:rlpdoll Uniform Static Air Pressure Farced Entry Test LO<8tloll National Certified Testing Lab Orlando. Jo1crida National Certified Testing Lab Orlando. Flcrlda NatiOllal Certi6ed Testing Lab Orlando. Fbkla National Certified Testing Lab Orlando. Fl<rida Teot Date 11/Q3/1997 0410111998 11103/1991 04101/1998 1110311997 04/01/1998 11/03/1997 04101/199 8 ASTM E283-91 ASTM E331-96 Air Infiltration Water Penetration Product Acceptance/Label No: D81-221 rl '" 1 8.. ..>l ~ N It> ~ rl rl 8 N "- f'l "- '" ob ~ ~ ..-- ~ ~ ~ Oil J i j ..-- ::; INSWING: Opaque and Glazed Max Door Size: 6'0")( 6'S" DESIGN PRESSURES GLAZED D'Jor Size Pressures 2'0")( 6'8" +75 -80 2'4")(6'8" +64 -77 2'6")( 6'8" +<i0 -71 2' 8")( 6'8" +56 -67 3'0" )( 6'8" +50 -60 OPAQUE Door Size Pressures 4'0" '" 6'8" +74 .82 4'8" ",6'S" +64 .70 5'0")( (j'8" +<i0 -66 5'4"",6'8" +56 -61 6'0")( 6'S" +50 -55 Drawio12 1# 99-08 99-08 99-08 99-08 99-08 Description Double Double Double Double Double Drawioll 1# 99-04 99-04 99-04 99-04 99-04 Description Double Double Double Double Double 2'8")(6'8" +50 -60 99-04 3'0")( 6'8" +50 -60 99-04 Configuration: XX JESTS CcrtlfylDI florid. EO&!lIter Tut R~DOrt II aoll License Number 210.1987-I,Z; 'I Barry Portnoy 210-2024- 1M"/; P. B. No. 16258 210-1987./, z,J,- 'f Barry Portnoy 210-2024-"; r, ~ P. E. No. 16258 210. 1987-1,.....,.Y BarryPortnoy 2.10-2024--~~ P. B. NO.162,Slt 210.l987-1.1,), It Darry Portnoy 21o-2024~ '(r. ....fJhNo.1625L- ~/~ MfJf.~. Tut ASTM E-330-90 DuulptloD Uniform Slatic Air Pressure Forced Entry Test Locatioll National Certified Testing Lab OrIIll1<lo. Florida Naoonal Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. Florida Tnt Date 10103/1997 04101/1998 10103/1997 0410111998 10103/1997 04101/\ 991 10103/1997 0410111998 AA.'M 1302.5 ASTM E283-91 ASTM B)) 1.96 Air Infiltration Water Penetration Product Acceptance/Label No: DOI.224 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - D8S1-226 FINAL ANCHORING OF A WOOD f'8A""r UP TO 5'i- X 8'0 S!NGlE lNSWING UNIT W/WO slDt:urrs PRODUCT .-CCEPTANCE: No.: 0851226 o. --1 r- 6" f 8".-1 r- ,. E~ cb (if- I .. Ij-~ 12"t~. 251/2". ~O' 0- t-f- 12" TYP. 9--f ~!-. 12"~' 2S 1/2". ~. U' TYP~ ~~~ ~ t-f-' I -0 12"~f- 2S 1/2". -cD 0- 12" TYP. a~ 1::15'l 0 L f-::' ~A' I-~ -V 0r- .j W ",rr ",..--1 l- .--'( , 'r L- ff- 12" TYP. -0 ~ -<V 0- 0- 'B'- I 5 1/2" , 0- 'B~- []' 0-f- f- G ... SdKY~ 10 X 5/8" ~1Ur Hf:.AIJ 10 X 1 314" I'HI.UPS fUr HOD 10 X 2" 1'\,11 UH I'VT HO.O 10 x 3" l'\JC.UPS #U.1 HCNl 'r ~~~ c:: ....... .......... IN~ THArsHOID L-. 4" rf- 12" ~~. ~z 12" TYP. 25 1/2" t+ 12" TYP, 9- :-f f-f-' 12" TYP. 25 1/2" t-f- U'TYP. B--~~ ~f-' 12" TYP. 25 1/2" 12" bt- Jf L~. -1.A' E 2"TYP... I" . -'1 r-' "'2' T 4 "'2"""'1 L.:1 r- 2" TYP. ~0cb cb~ "'-.. D' 0- '-CD f-CD o 0- 1-0 '8'- CD- 'Bt... ~ E 5 1;2" !: t CD- kV -<D ,-'C' :-<V '- f)(9i 7 ~\) INSWIHG THRfSHOl 0 0- 'c'- <D- 6) ,(7) a ~ .. 10 1(2" t . l/i'..J \.- -'A' (~",) ~YV~ I\AAR1fR fRIT n'lfuh..ld ~~I @ 9 7/8" ~ ~:~ J Q) - ~IV "0' HI/ICe lJETATL .iI!llJL: Iltlf)I ~~'N:HCI> 70 HIHtt J.IJr.It" 4 \IIJS1 !If: USI:O ($ A 5 $CA(W .wi) A l 7 !iC:M:III ~M:W SCHUlUL . 'E'" ~ ~.~~ ~ , -I."' LA1T;H DETAIL ~ \otIOI $lOOJI"f; /$ ... 7T...cHE:I) 1'0 V.TCH JNJ8 vsc. 8 X 1 3/4" ~ FV.T NVl> ~ w Sll'lfI(( PVo~.'fW(J I 4 $CPCW NPUa ()If 'W rnou !iCHCXJtL ,~ " ~~~ 5~~~~ ~ Sf:[ LOCI( ___~0 WNNF~~ jNSTR<Jl::'IIOHS 'c. t.- v'E' ( 'I c:-r ~~ f_~ ~'1) ~t) INSWlNa nf'!f:SHaJ) I. (~ d"'" ~ ~ Size: up to" ~ >t 8-0 Product Acceptance No: D8SI.226 Inswint (wood jM\b) ConCiCllrlluoo: 2~ 2'4 ~6 +99 -99 +89 -89 .14 .&4 X. OXO, XO, OX 2'g 3'0 +71 .711 +10-10 '5).)4 ~.Ol +~.(,O +78 .711 +10 :)0 +H.l4 ~.O I +50.(,0 Sin&le ()peque W lSideliltS SLn,Jc GlaLcd WlSidelil<s (I)Qoc does ~ mecr Miuia Impe<t) TaU 110.2024,4.5,6,1/).11.12 .99 ,99 +19 -89 WI- by: Nan Ya PlutX:s 1 Pla"P<<l Li vin&slon, I'll 07039 +84 -84 NAN VA PLASTlCSCORPORATION IPLASTPRO, INC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed Max Door Size: 5'4")( 8'0" DESIGN PRESSURES GLAZED Door Size Pressures 4'0")( 6'S" +74 -74 4'S" x 6'8" +M-64 5'0")( 6'8" +60-60 5'4")( 6'8" +56 -56 6'0" )( 6'8" +50 -50 Tm Reoort 1# 210-1993 210-2Q24 210-1993 210-2024 210.1993 210-2()24 210-1993 210-2024 Drawinl! 1# 99-06 99-06 99-06 99-06 99-06 OPAQUE Door Size Pressures 2'0" '" 8'0" +99 .99 2'4" x 8'0" +89 -89 2'6" x 8'0" +84 -84 2'8")( 8'0" +7S. 78 3'0",,8'0" +70-70 DrawlDl! II 99-01 99-01 99-01 99-0 1 99-01 Descrlotlon Single Single Single Single Single DescrlDtion Single Single Single Single Single Single w/sl 5'4")( 8'0" +53 -64 99-01 Single w/sl 6'0" x 8'0" +50 -60 99-01 Single wlsl Single w/sl Connguratlon: X, OXO, XO, OX TESTS Certltyhlg florlda ED&!ater aall Llctll.!c Number Barry Portnoy p, B. No. 16258 Barry Portnoy p, B. No. 16158 BarryPor1nOY P. B. No. \6258 Barry Painoy P:~~~ It! Test Date 0410111 998 Test Locatloll National Certified Testing Lab Orlando. Florida National Certified Testing lab Orlando. Florida National Certified Testing Lab Orlando. Florida National Certifled Testing Lab Orlando. Florida Test ASTM E-330-90 ~rflltlO. Uniform Static Air Pressuro F oreed Entry 0410 lll998 AA.'M 1302.S Air Inti ltration 04/0111998 ASTM E283-91 ASTM B)31.96 04/0 l/1998 Water Penetration Product AcceptanceILabel No: D8SI.226 GLAZED Door Size Pressures 2'0" x 8'0" +99 -99 2'4" )( 8'0" +89 .89 2'6" )( 8'0" +84 -84 2'8" x 8'0" +78 .78 )'0")( 8'0" +70 ,,70 Drawin211 99-04 99-04 99-04 99-04 99-04 Description Double Double Double Double Double 5'4" x: 8'0" +53 -64 99-04 6'0" )( 8'0" +50 -60 99-04 DOOR LABEL PRODUCT ACCEPTANCE NUMBER - 0801-228 FINAL ,.,NCI10RrUG OF II wOOD fRJ..ME UP TO 5'0 X 8'0 . DOUBLE' INSWING UNIT PRODUCT ~CCE:prANC[ No.' 080'228 1...1J (j)- "Er HUlCE DETAIL 9i3 "U' ASTRACAL PLATE --1 ,6" f S"-1 ~_ ~ (f) \=@ CD ~B r-6" f 6"1 I 1- @:: 0- ~D' -0 =0 -0 0- 0= ~f- ~51/2" 'C' :;.=. illM :f- I> lli&IM 0 - @:: 0- -!A' -0 ::0 -0 , I 0- 0= 1- -J L'1(2" S~ SOUlE 3 '1Oi' 5 S" PHll.I..JPS FU r HOD 4 10 X 1 3/4" PHI\.l...lPS ftA r Hf,4D 5 10 X 2" Pf./IlLPS fUr Hu.D lOx 3" ~ fUr HOoD --.l- tl su: Lbo< wrQ. j IO/S l1lUC11ONS .,~ -4 "C' !..ATCH DETAIL '-~ \) p~ ,,~ ~" ~~'/'J ~~ "- ~ ~v ~~"- ~~~ ""S T"\X~ NAN VA PLASTICS CORPORATION I PLASTPRO,lNC. DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS OPAQUE Door Size Pressures 4'0" x 8'0" +99 .99 4'8" x 8'0" +89 .S9 5 '0" )( 8'0" +84 .84 5'4")(8'0" +78 -7S 6'0" X 8'0" +70,,70 Contiguratlon: XX Tut Rell<Jrt " 210-2024- 4,5,6.10,11,12 210-2024- 4.5.6.10.11.12 210.2024- 4.~.6.1 0.11.12 210-2024- 4,5,6,\0.11 ,12 Certlf)'lal florida Enelaeer and License Number Barry PortMY P. B. No. 1625_L_ Barry Portnoy ~o. 16258 BariyPortnoy P. B. Nu. 16258 =t Barry i'ortnoy P. B. No. 16258 f a~ II (IV ASTME283.9l ASTM Bm-96 Tut ASTM E-330.90 AAMA 1302,S DeKrlDtloll Uniform Static Air Pressure Forced En try Air Infiltration Water Penetration lNSWING: Opaque and Glazed Malt Door Size: 6'0" x: 8'0" DESIGN PRESSURES f. II 0- [ ,~'~ ~~~ ~~ cJ z C'II ~ ~~ ~ ~~~~~ ~ g ~5''n' . Z 1lO-[D . ~o",;;,.euJ WOS" li...Jv" ~ ~~ (:) a. W I- Z 11\ ~ l&J t5 o i= ~ ~~~ ~ ~ ~i~ ~ ~ ~tj9 ~ g ~~~ ;~ ~ ~8~ ~~ i= z ~ . ~-l&J 00 It~ ~lili= ~~ ~ ?I:~~ ~a ~u ~cz -ii ~i uc2 ~in c:S zia J~ ~L'S m~!i; ~~ a~ :i3 ~~ ~~ e . e i ~ It i o !!J 3 ~~ r/~ ~LL s .. ~.. 8 ~~.~ 0 ~ iQ .~ .... <!:.a ~ ~ ~ ~.~....a~ .ooo.c- V t ~~ ~ ~ ~ ~ ~ ~ r I t> ~ IJ) ~ ~ ~ .~ ~ .... ~:rg ~R:R:~o O ~ ~~~ ~~~ ~.~ , ....... 0\ S....... . . ~ ,.... UNCf)Uc..~ :#; l.. ~ l/'l~ mSU!;).!Q(D www a::(,!)u ~~~ ='>00 SS~z L- 4" If- 12"rf-' ~f 12" TYP. ~f-' L 12" r~. n--I f 12" TYP. tf-" I 12"rf- 'It 12" TYP. 12"lp~ b-l~ ~~ 0 0 L f-: - -.!./>,' 1-10 I T.t .J W 1/2- 14 1(r-l J- L f. 4 1/2" ~ ItISWlNG TURfSHOtO co,.koooJ> ~~ Bi'lRRrfR -FRf.I: T"'n~ DrawlD211 99-08 99-0S 99-08 99-08 99-08 Description Double Double Double Double Double GLAZED Door Size Pressures 4'0" lC S'O" +99 -99 4'8")( 8'0" +89 -89 5 '0" x: 8 '0" +&4 -84 5'4")( 8'0" +78 -78 6'0" )( S'O" + 70 -70 Drawlnl! ,. 99-06 99-06 99-06 99-06 99-06 C\I ~ ~ o I C\I LO I I'-- ~ ~ LO ~ TESTS Test Locatloll National Certified Testing Lab Orlando. Florida National Certified Testing Lab Orlando. F1<rida National Certified Testing Lab Orlando. Florida NatIonal Certified Testing Lab Orlando. Florida Test Date 04/0111998 Test Reoort II 210-2024' 10,11.12 210-2024- 10,11.12 210.2024. 10.11.12 210-2024. 10.11.12 04/0111998 04/011\ 991 04/0\/1998 Product AcceptanceiLabel No: D80[-228 CertUylng florida Enelneer aad License Nllmber Barry Portnoy P. E. No. 16258 Barry Painoy P. B. No. 16258 Barry Portnoy ~.':y'i~;;' ~ P.~:~ Kff! >- 0:: o I- Z W > Z - Vl .~ ~ Z ~- 5 ~ g ~ 8 ~ g ~~~~~~ffi~~Q~6 :JO'g~Zu.~zo~~if ~li.l~o~80~Q~8<( ::l\-'&::j~Q~~z::5U-l ~<(~ ......0 <(tt<(::c <(~~~~~~~~~~~ o ...... u. Q II (J) - - 0- I ~ Q) 0- > ....., (J) Q) s.... () o o \D 2 .- 0 ::Jv Z(/)M('.. o oM('.. V)~chN >ffi~1f :;-o1l~ Q)M'" ~OL..M\D '" 0 ('.. .... <( - I ~a...cU.M ~"",j!}COM ..:::.. V) c.CO ~~~~ -I- Z o o \D II) C o '0; 'S; ~ ...: OJ > Lt') o o N 1.- Q) > o -C C <( - - co $ E 2 Cf) -r+ ~ $CC l.Cclt llra...J. IP/Sl~-\~ -4- "(.- LATCH DETAIL ,,~ ~ ~~ "'t-n. ~"- ~/'0~~ "- UN!: ~ v !!' ~~ su: LOCI( _____ ~:::::---. IINI1fAC~-~ lI'iS7Rl.JCTlONS I @ 9 7/S" 3.: r;l[2J @)-~ w O~ z ~Z U:3 00.. - SHEET NO. m N ~ ~ 59 ....., LAST PLOT DATE o Mar. 23, 05 --I >-1- ~Z Wa;~z Uooo WUt/i ~~z~ o8~o Z~~q: 0.:>0. I-~:>~ :r:~~~ 19 1-0 I- :E t-i -..0 O:::ZOI >- ?i F (/) a..:E~~ Oz~~ U:)wct o.zu. IJ)Z ......e::( I~ I- ~ 8 W ~ o I V) ~ In o o N @ SINGLE HUNG MASONRY (FLANGE) ONE BY 'tIO"'D /).. CO~C"(l [ OR C4JlK 8l:TIJ[EN BUCK BY a'H[RS~~ \ MASIJ'.RY 0f'C"1l7NG '.fOOl) BVCK l CNC:TE (, !. )) 8'1 )TH[;?S ~~S~VT,i~M'lG S~~~'o' ~t'i~~ I l IJOOi) 1!'-'CK / 1-ll4' /l1N. 4 ~ . [I'B<llM(,.T ~""1"~" ~ ~ r---_INST,ALl.Al110N ANCHeR - . ~ I......... 3/16' D,A. TAPPER ,'lQ'( 12) STUCCO n \~_' 8'1 OHiERS JI SH,M ~S Ri:<:rD, - 1/4' ~.A)(, F'tR I '1E TtR 'SH '1J'ES) CAULK ~ 8'1 OTHERS / IMPOR.TANT INfOR.MATION & GENERAL NOTES These notes are provided to Cl1SU<<l prtopor in',lanilthl tA F\Jrida Extruders MIIelune products an'.! mvst be fol1o'."€d fully. 111(;10 Vl..Yl / I GLAll 'lei 8EA;) (n?) "'J' ("';NOll'" II['GIiT> ~__ B,'oI. (llUCK 'oIIDT:;' b. ONE BV 'o'OOIl lNST4llA1JDN A.'JCHOR LC.'. DliO( BY (]THER'S - 3/16' O:A. T AF'ftR, l> I) Sl-i1M AS R,EQ'O, AT EACH INSTNJ.ATION ANCHOR Wlil1 LOAO flEAl>JNG Sl-i1M. MAX. (NI)'( ~ l }J (NTE 12> AllOWAllU!~IMSTACKT06E1J4". S~lM AS ;:[Q j) G 2) VSf SIUCO~IZEO ACRYUC CAJ..I\.J( S€HINO WINDOW AJ>.NGE AT HEAD &. JAMBS. 1/4' I'M. ~ Sill MUST Elf ATiA01ED ro TIle SUBSTRATE wtil1 WLtROVED EQUAL. N'PlICATlON 01' WlJ<EI~ 116 AOHESM CAULK OR Ai'PROVED "LAZliG (~~~ ~-___ '_ _ EQUAl AT FJ'WolI': SILL ~uST COf.lPlV Wl~ Sl:AlA/;T r<'A'JlJFM:11JREJl.'S -- """='~ 1\ \\: RECOt-lMENOAi1ONS. I! r.::; . f:':'::-::~ ^ 3) USE SIUCO~IZfD ACRYUC CAULK FOil. PEP.lHETER SEAL MOUND E),f1'..RJOR Of =~ ~ 0 [f,;_\ W1NOOW A.A'IGE ANI) TO SEAL HeADS 01' INSTAllATlON fASilNERS. mp')(SlE ~1;~",",,-_ __,! I V - 4) FLORlOA EXTRUDERS 1000 S€RJ:ES S1NGLE HlJ'lG IS SHO\\'N. THlS f>f<l."fT ALSO ,~_::!....,,, AI'PllES TO TIle FlORIDA EXTRUDERS 1500 AND ~ SElUES SINGlE HUNGS. "i~to'fff5E~-- . }"~' p =::~~:I::~:;=:UMAlLOY~3. !. 1.1000 D~K f'[R(~[llR .. ."'. - C I\lJlI(./ G EN EPAl: "HI h OTHtRS / (\(INllC'.1 '.IOTH)~: 6) ~Wl ATiAO-lNE/liT Of ~rt-STP.I.JCT1JAAl.. ONE Iff BuO: IS.." fROM EACH cor~NER STU<;W BY eldERS - CAlA-K lltT\(EEN f::. AND S" ON CErmJt USE A HARDENED 'T-NAIl' 1'1I111 A O.09r DlAMETEJl: /1M) I 3/8" 'oIOOD DiJCK !o - ill LE.'IGTIi (~/a" ENlJ[Qt~f.NT), A HAPDtNED 't-v.soNRY NAIL' WI1l1 A i),14$" DlAMETtR ~~S~YiH~~'@C AND 11/2" LHIGTIl (3'''" UoIllEOMf.!'lT) OR E-QVNAlENT. FOR AlTtRNATE SE<.l1ON CO'JCFE TE CR J A-AiU, USE A 0,113" C>IAMETER COMMON Wll'J! NAIL WITH A 3/.." EM8EC>MENT OR MASlJNl<V []PENlN':; EQUNALENT FOR NAlUN(; ~<ON-STRur::11JRAt. ONE BY BV.:K INTO A lWO (lY BY aTtlE RS STRuCT\JAAl BtICK. & 7) APPLIES TO ALL NON.SfRUCTUAA.l BV.:KS lESS TJWj 1 1/2' Tliltr.NES5. NOT IMENDED TO lll~IT TO NOMINAL ONI': BY WOOO aucK 01<<''1', lU:KS GREATtR illAN I' NOMlW>.l (314" THICK) AND LESS 11iAioj " NOlo\lNAl (11tl" i"HJCK) WILL flEQliLRE ^ NAIL LENGTH SlJfllCl!NT TO MEET E/o18€OMENT REQJIREMtNiS Of NOiE 6 ~ !>) All iNSTAllATION ANCHORS ML'ST BE MADE Of COI>JlOSIO~ RESISTANT MATERJAlS OR MVE A CORROSION RESISTANTCCATlNG APPUEO SUIlABlE FOR il1E ~NVlRON~lENT AND/OR FRAMING t"ATOOAL WERE A~ AP.E USED IN PRESSlJRHRESER\iAIM TREATED WOOO, THE WfXX) SlJPPtlER SI-IAU.. Be CONSULTED FOA RECOMMENDATlON Of ANCHORS COMPAllBtE Wlil1 T1;e PRESSURE-PRESCRVATNE TRfA110IENT PROCESS USED, ~) All flELD SVPPUED HOlES lri TIlE rFAME (IF REQUlRtD) WI1.!. BE )Ill;" IN DlAMEnA. 10) WOOO SCREWS SfiAll MEET MiSI B18.61 D1MENSlONAl REQJ!ftEME'iTS. II) If' WOOD TENDS TO SPlIT, PRf-llORf HOlES AS r<>tlOWS: i8 I'IOODSCI\EW. I/!!' DIA.l'lLOT HOLE & '10 WOOO SCRfW. gj64' C'lA_ PflOT HOt!: (NAllONAl DESlGN SPfClflCA1l0i'/ FO~ WOOO CONSTRlJC11ON). lSEE SHEET 2 FOR <'ljNTINUAT10~ OF NOTES) ~ [,.~';~~ - GENU>.AlINSTNJ.Allt)N INSTRUCTIONS f'LAHG!: TYPE '.tNDIN fR~M( H(A J(R Gl ASS I/"( 1 VPl (SEE N01 [S) V B.H. GlUCK it[IGl1D fr~~ ~l~~t~~/~I~ f-1 .II VULK04 116 ACHBIIV. -. . 't" ;== CA!A.o(, CR ilPRV'D. EOL. I FLANGr T y;>( N:Rr",nER ::I J / \o'tNDL)'J FRA,'1[ C&L1LK /' ,ILL 8Y Ol"E~$ ~~'~~ ~~~~!:~N1NG s.e:.CTIQtLfl:=-f1 BY 0, l[~S \ . . . rF'ECA~T ~ILL ._---; 8'1 O'HlRS -~~ '. 1 1 1-3/8' r:> M[N Et><B. .'. r=Ji ~. J ..J j'lSTAlLAilC~ ANCHOR '10 .'OCD SC~(\o' \'lOTI: IS nn:i i~A) ~. SECTION A-/'>, ,./' ............. "'" .. 2)(4, 2x~, 2xe ....OCll Dvr;K ^ ::.::.:::::-, ~ "- BY )TH(RS (SEE NOTE I!> & (3)~ ... ONE BY 'oIOaD !ll.1:K BY OTHtRS '- '- <D"TlllNJ\U (~OT E 6, 7 d"j I~A) I~~~\J-l r f,b7r~~ E ! ~ r J t B F 1 I I I VIEWED FROM EXTERIOR SECTION A-A LALTERNA1E) & EQL.i_n s to I) 0 t LQILtLI t h _.L\^LQ...QY- :.:vit.b.....9..L:&'LQ_.9J1~_.j:) 'i__'i'{QQQ.j~u r;.k.~.. -, K B -...-......~~'~t.~., hi ~~ " ~~. i~~'~~~"':~""'"" REV DESCRIPTION DATE .l:Q. FLORIDA (R'~' ~.. ~ .L.-.. c RI:'~sro J.I01liS 3, S. 7. 'a/l~/o.'R I' . ~ . :r.T_~ a. 1$. lilA Ie 21-..oOCC . '. w'. · ,ftZ ill JOJ ~()~~~F:'.AIr::J \ '. ~ ~ .... f RErtRtNClS 1'1<0 '~~""~ .,.......... "".:1,.: UiJ1ilAA,'O~~ fO~ ..ort ... ~ 't.l'~.~"~'~ ~IfSJtJtI$. ~"" ~tlf1A......;;:,.' "h,>"....~..:..~ \,/,H I I c t- G ..~ m:o: Ii J ;~ EXTRUDE' RS INTERNAl'lONAL. lKC 2540 JEWETT LL~[ CERmom; Of' ""7HCl>(lAT'ON '<0. ms S,ANfORD. F'LO~JDA ;{ I A ~ ELEVATION nru: lr-.STALLATtlJN DETAIL SGl. HUNG FLANGE WINDCWS - SERIES 1000 , 1500 L 2000 DRAWN BY: BB I APPROH:D BTRJA DATE:12/19/03jSCAI.E,NTS!DWG.HDC)OlG.SHT lor 2 SINGLE ~~UNG FRAME (FIN) PERi:1E T tR ----;;' CAULK J BY O'HERS ~ 'wlNIlCl'J \"ID~H -- '1-- ~~1~ ~~~CE .. , TIJO BY \(oon rTIJO St "(JOD SH1:<4 AS R..Q D ~ r BY OT'(ERS St OTH(RS (SEE Nll' ($) 1\ ~ SilN AS R€.Q'D / \ j ~ / ($[ENO'[$) 1-\ ,'Hm r1 ~ 1 l ,J~l!g{~To/) l GLAZING (TY?.) " . f 1/4' MAX,] c~EE N]TES)"~ .[ .' ..' tL SHEATI~l'lG Sl't!>l SPACE 'b .~-'C I BT OTHERS t'~D1;;rrll:A;';: 'o'iN:JJJNf ;;;~ ./;;TA~ ' ~~~~~~~f~ElN HE.ADf.R IN<1l PI:R1MEiER INSTAllATlClN A'fCI'IJR GtA2,NG (TlPi C~"K"S '-'000 SCRE' rHO"N /""" (SEE NC'E$) '''^'. " . 0- / BY OT '(PS . STUCCO ~v OT:1(I<S SF"CTICN B-B Ql;NtMI. INSTALLATION INSTRUCT\O..S I) SHIM !IS REQ'o. AT eACH INSTALLA1l0!i I<I~ Wl~ LOAO BEARING SHIM. ~w. AUOWABU! SHlloI STACI( TO BE 1/4". 1#1. 'f A BEAD Of VUIXEM H6 ADHESM CA'J\.!( OR. APPRQVtO EQUAl. ~T nlE 1ASl1:.1ER LClCAnON PRIOR TO lNSl:RTING n;e SHIM TO AOHERE n;E SHIM TO 1iiE SUflSl'MTE AND/OR ,\lNOOW nw"", F\.U 6l:AIUNG 6(i'NEE~ nlE SHIM. SlJBSTRATE A!'ID M:1OOW FAAME lIRE REQUIREO, 21 USE SIUCO"l!ZEO ACRYU<: CAW< 6EHlNO I'IlNOOW fl!i AT HEAt>, SIU e. W!SS, )} USE S1UCO"lIZEC ACRYU<: CALIlJ( FOR f'EIUNETtR SCAL IIROONO EXTlPlOO Of WlNOOW fRANE. 4) R.ORIOA DTRUOCRS 1000 SERIES SiNGlE HU:lG IS SHUWIf. THIS PRJrrr ALSO APPUE5 TO n;e flORIDA nrRtJDCRS J500 A:it) 200C> SERiFS sr:IGLE HU'IGS. 5)MNOOI't' fRAME MATERIAL: AlUMI~Ul4 AUOY 601!), I\!'lCHOR INSl ALLAll0N INST'P.UCT\ON5 GOIEAAI.J .,. SHCA nUNCi l CAllLK = ".!tEN BY 01 HlRS - 10 'N~~A~~i~ ~ ~""""'" ,..,"" ~ ~8 \'OOD SeRE'oI Sl;o....N '~___________::... :~,'~J STUCCO ~__.... BY ~-HlRS 1_ l' M:'l. E~lltD!<LNT (\loon SCRE"> IMPORTANTINFORMAnON a GENERAL NOTES TI>ese notes are proviOi?<:l to ct>s..'e proper in:;t.;d1ation at f'lorida Ext'\lder! Hlle:;tone products and mu5t !Je follow"" fully, / / /\ I ----' "l'1[(]'o' HEl Gl1 T ~L ANCHOR SPl\cmG (see DELOIol) '-T-- j-~;r!:-l -'=rkr /ri 11 -. /e::" 6) ALll'l$1~TION A,'K)tORS Ml.iST se MA!:lE \.If COAAOS1ON RtSlS1A!4r L!.0. MAil:l'lALS OR HAve A CORROSlON RESISTANT COATING muEO SlJITABLE FCR THE Et-MRONHE'iT MDlOP. FP.AM!i'IG W.W.IiIl. \'MERE A'<<XlRS ME USED lri f'f1ESSlJRE-PRESEIlVMM TREATEO W<:IQ(), 1iie WOOO SlJPPUE/l. SHAll 6E CONSUl TEO FOR REtl)~1Mb'lOAtION Of A.'lOjORS ro'1~A.' lau: wr'H TrtE (:)UAl' 'I $F'ACE PRESSlIRE-PRESERVATM iREATMENT PROUSS vsro. I\NCH1:i~ (TYP) 7) .o\U nao SlJI'I'UED IiOlfS I~ WE f1W1E (tI' REQUIRED) WIlL DE; I ,~a) 3tHi' 1'1 OIAMETER pop. M8 WOOO SCREws, AND Lt.,;; b) THE Sl-WIK OlAMETEII. Of TIjE NAIL ROU"lOEO UP TO TrtE 1.0.1 STANCJAAO 1 OES1GNATJON OfUU, !lIT SilEo 8) 'HOCJO S1.:REWS SHAll MEET MSI81U,I DlME'lSIO/lAl. ReQ"JIRfMe<~, _. ' _ 9) WL5 Sl1i'U MEn ASTH ',1667, "STIINOMO Sl'ECInu,TlON FC~ DIWEN FAS1'B'.Ell~ NAllS, SPIKES, AlIO S1 APtES . 10) If WOXJ n."lOS ,0 Sl'UT, PR.E.OORE fUE AS fOllOWS (POi NATIOAAI. DESIGN SPEaFlu,nON FQR WOOf) CONSTP.VC110N REQU1RE~1tNTS): a) U WOOO Sd':EWS . liS" DIA. Plt01' HCU:. b) O,IB' DlA. MILS - #q1 DRIU SIZE 11l0T tlOte. c) Olli!:R ~Wl DlJ\101flUl. PILOT flOliS ~<OT DCUDlNG 7>'1<0 Of THE 'lAll,!; OtAMETtR!IS REQUlRI'C>. ll) \'IfX:IJ SCRE:W A.'lO N./olL W1T11OAAWAl Vr.lLa USlO TO GWI:AATl! fASn:NI'IG REQlJ1REMEc'F5 ME BASCO 00 SOUnll:l'.,N Pl,"lE WITH A SPKlRC GRAVITY OF 0.55. 11) WOCD SCRfW'3 A.'lD NAtl.S SHAll Nor 6E MIKEl> TO FASTE~ T'Hf SAMf ASSENIll y, 13) \'IfX:IJ SCREWS i\.'lO MIlS SHAlL NOT 6E 1.:51:0 TO FIIS'l;.'I/ ASSUo'61Y lNlO f:Jl! END GWN Of WOQIJ, - GlAZING (TV?) ($EE r;(J"[S) -.--- -... \<1" DC'.! IlrIGHT _L /1 I I ....... FIN T'i~ " = /- ~lt"Co.". r RAM( FH:IMtitR / ioIARDlE SlLL CAUL~ J1/ L S l[J(]t, " """ ~ i'Ill'~llli ____::~;::" '::':, w'" l'lSTIILLAiIJN "~JCHOR _ II "' ..-- BY CTllE:PS .e '.lOaD seRE'" SllJ'.lN ----- _.., II STUCCO .___-------- /j'1r-- IV []rK[RS J CA JU< BE n,'EEN "'r/'.DO.... F1~ !;.,tA 'I~I~<(; . ~ $HE~""IN(j By QiIl(RS _ ~ I ...J I t .!do<CHDR A 6' MAl(-' !;PACI'lG - _ (ryp.> (SEE SnD'''') J - 6' AAX. cryP) ELEVATlm~ VIEW(D FROM lXH~'OR ~LL l JA'111 ANCf-IOR Sf'ACIN~ <Tel 70 psr D.?,,) ....OIJD SeREloI1 24' D.C. MAX. CHP,) NAIL' ]' a,c. MAX. FOR J(,/oiBS AND 10' [lC MAX. rOR HEAD '" SeLL SECTION A-/j ~l'[o!lN. EI'3f:Dlo<ENT ('.OOD SCRE:V) ~~ ..~ ~i ;~ ..Ij I~ ...,\,\,.~H...(. ..." .&. A,., ";" ;(~..... ...~....,. l~."~~"',~ \ (f?D;~ ~ ttfl;t~ ~ .. n i'll ',J' \,:1.-;.....1\ ,,~..,~'r;.I ... """ii," ".... -t~""/ ~'j'i'l., ;I~....~;$~.... 'h,,>l....,~...- REV DESCRIPTION DATE INl l] ~!S[YNOTt1~a- I 0/ I/O~ R IA " AD',) REOUIRlJ>4I..NT 10 '-, CiS!: ACf<ESI\>t: CAUlK .o.r SI1JIi cOCA TION. C ~~:~g;;g~ ~ "'10 12JIO/O~RJA liT\.! TO ptnrCT Mil ~ "E"......Tt [S€E SHEET 2 PO~ COknMJATlOO Of 'IOTtS) F'LOIJIDA EX'I'RUDE'RSINTF~RNAT10NAI.. INC ". 2540 JEWETT LA.'lE CE1<1'f1(:Arr Of' .....TKlR\ZAI1QN NO. 9LJ5 SANFORD FLORIDA TITLE li'lSTAllATlCN DETAIL II/ftS SCREIIS t:l:R NAllS SINGLE HUNG FIN ~lNDCV - SERIES 1000,1500, '" 2000 DRAWN BY: llll 1 APPROVED BY: RJA DATE: I2II0l03 ISCALK: N. r. $.. !DWG.:rLEXOO2G SH1 I or 2 HORIZONTAL SLIDER MASONRY (FLANGE) TYPICAL MULL INSTALLATION 0'<( 11< "ODD Jd~ + BUCK B~ a'''E~S1- k2 /' Wf.<;R!: tl "R """..."V llY Q,IVi'S I I/O' ~JN. .d Cl LMat~\tj ~ I __ i t "peON seRE 'fI l."tC~ (T rp ) I f:;r:':~~'I~~~~~ / NPICAL VJlJON '0 CCNCOt't 0 rjp" ......UllN ' 1 r~, (AI'pt,ES TJ IJtAJ & SU HHtRt' x 4 ...u.y.-' &: 2- x 4. 1 J~E "lU'C"o; ARE L..,En CONCRETE [)R~ALU lltW[E~ '.IOOD INSTAlLATION l\'fC'IDT< IMPORTANf INfOR.MA.T10N &. GENERAL NOnS ~ '-tASCN<Y OPE.N,N1;j 3IJCI<!. 1....ASy Uf7rOllj 3/16' tlA TAPPfR ~nol"'aepli),idedtGenSUft~I'1S\a~;rt;o"<Af\,)r;jaD:lr\idersMk'stOt'e C In ll1HtRS flY O~HERS (~DTE '2) r ONe: BY 'oIOOll" - I pr.xllJctS and r'lust be foflowed My DI.I(K BY QTltERS~ (NOTE"''' 7) ~ r> 1-1/4' ..IN 1i!o':'~l'l!>1AL~TI(JH1N$T1lOCTlONS 7)muESlOAU14<'JN-S1!>.\.ICTI;AALI'JCKSLESSHWlll/l"THIO:~rKlT CAULK BE l' IJtrN ~ rl r ~::.:=.~~l:r~iIO!>f I\NCHO~"""'" LON) BEARING ~tM. MAX &..'l r".....l. :o<<:lMU>\!\I. (3j4" rruo:) ANO LESS tWIN l" NOMI/lAl. (11!2" 11110<) WlU ~ ,/' 114' SH1!ol 21 'JSE 5IUC()tjllED ACR'ttlC CAOU< llEHifiD W~'fOOV/ FtA/IGl! AT HOO a lAMes. SR.l. ~~l~ NAllLEi'IGTH Sl,JfflC1E:fT 10 ~IEtT EM6(DMENT REQlJ1REMEN~ Of :---..... SPACE MAX,I tllJST BE ~TIAOiEC>TO frll SJElSTAATE WItH YU,>;EloI1J6/1OHESM CAOLKOIl 8) Alll!olS!AUA11ON ANCHORS MUST BE "ACE ~ CO~O!1j RfSlST~'iT T - APPItovtD EQUiII.. Af'f'llCATION CA WU<Uo\ 116 AOHESM CAOLK.o., rRAHI SlU ~ l-\l.itJl'JAlS OR HA\Il!" COAAOSlOO RESI>1 No(T COATI~ /IN'llro SlJlT!af FOR rr '"II!' ::J COW'\.~ WITli SUIWIT "'A'IUI ACT\JREl\'S 1(f<XJ/AJ<1E'fDA11ON$. M Et-MllO'iME'iT ANO/O~ fAAMltiG I~TEIUAL WHERE II."lOJORS A./{E IJSEC 1"1 r 1. '='= ^ " use SIUCO!'4ZEO AClt.1'U( ou..x rol ~1t.1tp. S(Al MOlINO D("tklOA ~ PRESSlJRE-PPIS€RilATlVE If(CATEO WOOf> 111l! 1'.'000 SlJI'I'U!:R ~U DE STUCCO _ L---- ill WINOOW FW<GE /1M) TO 5U.I.11EADS CA INSrAL1AT1QN r.o.sn:NEPS. CO'lSUlTEO f()~ l\ECOi-lME~!).oI,TION Of A.'<<:HORS CONPl\l1atf W1T11 THE BY OT>i(~S 11I1 <) R.oruo.. O<T1l.JCIl!l.S 1000 StRlfS f<ORIZClllTIll. stlOER IS SHOWN. l'PESSlJRHRtSER'vAllvE lREAlM!:l'11 PftOa:,ss t..'SEO, 'l"J 5) ~INOOW ,mE MA~IllAI.; !\LUMIMJI. ALLO~ lion 9) All nao SlJPPUEO HtX.ES 1"1 THE rAAME (IF REQUlkEO) WlU 6( )II~' IN f'rRIM!:~ER ~!\" ~ sr;;M AS R(Q'O II.'Kl"'~INSTA" 'n~ i'STR'~O- OtAMETI:R. CAvl.K ~ (SlE toID"E $) B.I{ "'" ~ ,..." ...... ,.~ Ill) WOOO SO:U:\OI-S SHAll. I-lEET ANSI SI8.6.1 O;MEt.'SlOl'w' PEQlJIP!NtNT5. BY OTHEF~ - \ !lUCK Ii) JF WOOO 1tNOS TO SPUT, PRE.BORl! HC.US AS F<JlLOWS: fa wooo '01)01. '-- HEIGHl) GENW14 SCP.EW.1t8"('IA.PlLOHlOLE&'lOw())oSd~[W.!lf64'DIA.?llOTI<<e :"IND[J\o' ~ ~ ~',v &~) 'WlAnJ\Oi~!E.'iTCI !'lOIHTF\.ICruML ONE Il'I 000: 1$4' fT>.OM (AC)i CCR."~MI) \"'110"" c~Sl"'" n"'OF.....il..~ FO~ ,,,^,,,, ~'STR'....,lO"). '1";lil111 . r--~l rLIINGE l..PE C II"ON ca.. TtR. USI! AIWtDElitO .T.'lAlI.' Win;" Q.09r OlAMfi'1.R.o."lO 1 "II" LE"<GtH'"'' ;~ "" '>,... "'" ..". ''''.JVV......,.. v-. , ;, -. I, '- \11'100\0' f"lI\ME . Jt CtlASS (TYP) lb!. r<J HtAO(~. (5i8" lMl1€o!-ll;J.NT). A tww. €.~EO"MASOO. . .RY. "N..l' Wl~ A 0146' DIAM [n:R ".'101 ,,," S/U'I>1A.. TAPI'EIl CONCRnl so.rw (WITH NOH.STRUCTUlUL ONIIY (SEE N[]iE S) i ~ tF'.:., LE~ (3/4' EMllECMtNT) OR eQ'.!l\'AlE:fT. WOOl) BliOl')I I t I~ D. ONE: BY 'o'(Jon !lUCK u CCNCRE!!: Oq I L..C..\ OTHERS (NOTE b !. ]) ~. .SCl"1<Y OPtNI'/G 12) WHER.E w:NOOW lS INSTNJl'O IN MASONF.Y ClPtNl'lG I'IlTH" I B \0' BY D~"'tRS NOH-STRIJC1'1JIVl ONE BY WOOO BliO( (NOTl! 7). usu :lilli' OIA. TN'l'ER ~ - CO~lCRETe SCP.EW Of SUfflCIlJ;T LTH. TO ,!(HIM Ml~ Q.1Ill:DMlJ;T OF 1.114" I ~lGIll Vl'lYL ~ <BUCK. '0110711)114' SI;;M~ 4~:'~';'::'~ - INTO MASONRY OR COI<OInf. , 'R i Ii] GlAZING 6E:AD rlllNGr TYr'!: SPACE MAl(, I '-' l3)5I:ESliEET2FORTAPPERINS1i\1.IAnON....'fC.1JOR.LOCAnONOiART,LfTTt~ ,,(PII"(,!: I CTVP,) \l1..DO',IfRI\ME S1-11.. AS RfJ-'D. \, 0ES1G......nONSONTrlfiAI'PUHClCATlONCWJl.TL"lDJu,lEWHEJI.Elm'E.ll; BY o~~~~ '\i \ .LANG!: TYP!: JAMB ~S[E.- 101;11[$) ,I> CO!'lU\f.TESCl'EWS,4.R.EiOllElNSTALLfOWE!iUSI.'<IGniEEXTlfOClR ! _ \(1'lDO'w' r1<A/o'E INSTAlLAi)aN IIN(f1OR '" ElEV"1l0N !IS A r..EY. I SILL 3 tl6' ~1A. T 4f';>(1( ~~ 14) IJ\PlltR (!\A....l.) CONCI'.ETI! SCREW twU'ACrul'.EO 8Y POWERS F-'STE~lNG, 'I.J,-~ . _ (NorE 12) \ I '<7 1~lC. \'IlLl6E USEO, T~ (by ELCO ttxTll.O'lINC l Of< TlTEN (ll>! S1MPSOllI ~ _____ RIC.ln VI~Yl SiOO'lG-m) (A'l tIE SJ8S11"'TtD WITH THE KlUOW1Mi UMJ1.a.noNS fQR ; <: j ----..-~ GLAZTNG B(AV .... THE HOR!ZONiAl SUOI~"" WINOOW SlZE D24, 0245. D25 A'IO 026: ( rr ([ rr If I . ( CrLASS <TYP,) / 1\: a) INS1AU i'lKJ AOOlTlOl'to\L F-'STl:'NEAS J"l HOO QVtR O<AJl.T I ~S[E ~lOtcS)\1 REQlJjU:IoIE:'fl'S~rLOCAi1O';SAANOD. CAUlK OCt'o'(t~ '" J q "Q 15) All Re'.A!NlNG fACTORY AI'l'UEO LNSTAllATlON IASTEN!:R HCtiS NOT ....j"DCv ('lilNGE I US€:D FOR rlll'PlR CO!iCf'.ETI! SCkEW 1SS1ALLA110N SHOJlO 6E filLED WltH,8 . CO",,, m < . , WOOO "".." _0"''''''- """"'" ~'".., ,"""''''''." 'oIIVlA-KEI'4115 "'ECTION A A __ .e.~ w0C!08l.JOt ADHfSIVE C!>lJlK PRECAST ~ILL ;) . - CA:J.J< 8l:T~((M ~ ---- ,. '1>? OR ~Pf'RaVEll EOL. IJ~V Q7HtRS l ,"T~~~til~~g~E ].. po .10WOOOS<:RfW(WITHSTR\KTUAAlTWOIYWOO08VO<)1 I ^ PtRrMtT(~) 16) WHERE. WIt/roW lS !'lSiIllLEO IN I-\ASONIl.Y C1'Ef./lt-G WITH" ST'P.lJCT\JPJIl. - O,UUr: S71.1(CO -----f., TWOBYI\QOO!lVCJ(.~110WOC!OSCRO'I'S(MSI8JB.Sl)OfSJlTlaEkT ' . A ~ 9 D " ". us. BY DTl<ERS LENGTH TO AOilf'VE 1'3;8" MJ:4. EMElEDMEJ'4T INTO l11E TVIO BY WOf.Ji) fltJCl(. fE '* 'o' CAUL~ BETVEE.N 17) 110 WO()() St1U:WS SHALL 6E lNS1Al.LEO ~T AU fACTOIt'f AI'f'UEO F F ~W'l.NlJ\N 'oIl!l1';,).. ....CIOll llIJI:K , l~lM.I.ATlON IASTlN!:R 'lOLE LQr.ATIONS. - ~ A 1 ..\,',,\1', . SECT ION ;.\AS.Y' OPI:N1NG 18) WOOOso:.EW'S SHAU NOHe IJSEO 10 FASTEN A$SEH!lLY 1"110 rrllW<<l \J_r~- g;:. # I' .. ~ ~~ ~ A.~~... . B - 8 gy O'HtRS GA.I.JN \.If WOOO. {SEe SHm Z FCll; C:Olm'lUA11O'l OF '401t$J ~ r+H"* ..~ A...~~',~"""" REVI DESCRIPTION DATE INI FLOHIDA EXTHUDERS1NTERNATIONAI, INC In, f i ~~~. ... ~.. \ B 'WRREClLO TYf'O 'iQT[, R A · 2540 JEWETT LANE B B ! fl." , ~- _ 14 41: 1& ..If!) Q'~ED 1'0/16/03, J Ct:Rmc..'! OF AvrnOM:"TlOI< NO. ms SA."lF'ORD FtoRIDA I · . -~..ZJ;'OJ l.lou.;IO'l ON "NCHOR$ TinE; It~STALLATlON DETAIL '.1/ TAPPERS I j J ... \ me--. ~ . ,0/01 Z. 3. ZO 1....0 30 !~ \1!.... ~ :.~/fff! --,-_~01. :\ S. 1 ~ HORZ, SLIDING FLANGE: WINDOI.' - SE.RIES 1000 ELEVATION A I ~~ ....'?j.;'...-::.....(#/ c I~o~ '101E 23'112t19/03RJA ORA'Ktl BY;BB I APPROVED BY:RJA ---.J '" or,'1(.Ill.. \: /..- ,>OOtc flO't . II T ", VIEWED FROM EXTERIOR .....,....,,"'-"_:/ IO~[ ~~ MK ou'-wr O,\1E; 12119/03ISCALE: NTS IDII'G.: ru:xOO2D SHEET 1 or 2 AAQ~ ifiS111llA1l0~ INSTRVC110l'1S CtU!'(Tl 1000 SX - I Xi. lit lll('~ SH.. r' " 2 X :vt .:..... (TYPl fVllt I'I.tUC!>i .;~. Ityp; \ L. TUlE "JlL:C~ '-7.!f:.. ~ - p .e x l/? Stl., IS x 1/2 sft.r { -'-: I lAPPING s.s ~\ I ,toPPiNG SItS I -<: r ,,, r.-- __ - 'I ~,~~_. ;:p \~ ,,/ SUi..A"t It rvttN 'X- l(t~baw tLAHr.Jtt L ",UJIlI< ~ .8 X l-V2 SClr 'Ai>l'i>f.'J SMS ~TIO~) 1,,2111&"11' we( KU IQ~ 1000 $" "'1 Jt.Jol8 TYP) CtllltAAL (CONl'): ~~\...~' ~ ~- ...-- -" __n S(fc.A..lI4T" u~-vtt\j - ....!N.trSll n"'~Cl$ iI8 " J.t~~R~ ,/oI>.I>f.'J S.S -. 2 " . X 3/S .\ TJDr t<t.l.l:.l'< . ,- SE_CI:QJ:L~=~ (~) C61 " 2 ?/16 X J/9 10C~ SH} rUl( .....LiG' .,;t,.JJ) (T'tp> ---, 00 " II? SUE ~~'l ,r...-- 18 x II? snF 1 APPI"'G 5,",1; 'r" ~ APP LNC 5~S In 11lC0 s.K I "".3 ,I'Pl \ -""B! J I ----- .Qf.J ALa ~11 rr~:~~~~n:~;' ~ t -L-_ J I 1 l/t~ iol:jN,. <:.J " <:.J -~1!r"N' "- t'tt tAST SiLL U O"'!-I:!iS .---..~-----Ai]XTL.Wfy.?lA ;f~~-------_uu, (1~ I\lJjl \ :(.1..A,"- ANCHt.;tiS. ~,ft)oj R(CllJ~Qt:)) - r::- !: " 112 SlU -. ~""'"I'<C S-S ;JI SECTiON A-A (7J ;;(,,",ml...L -"\. "' .. ~~"f~ JJ[ ~] ~ VIEWED FRO'" !:X'ER II;; ~ ,:r:::: I ,-==l i ,. -- , 11 ----'~ ~. HI ~. "rmsc.l...... I ttl',/(C' ""-- 'oIthNN rtANGH .. fllLLtJCN 1& X I-lie S!:l.r .,v>f'I'<C s-s SECTiON .6,.A (3.1 I ~ < x lie '~91: ~UlO< 11 _ .Je...............~~ M8 x 1-1/2 5fLrJ lA1'PlUG s.~'i st I\t..ANt It 1''J(tl1 vl~i1OV rlAWA.:t .. ~...U..1C1c ;- .., ~ ~ \. ", ~/lt.AN.T '(:v((l4 'L- vlJolJ)C1I fL,.t.N',jU '- 18 l 1"1/~ ~i~~Clil ~ r4Pl'iNO ~'S ~CT)ON A-,' W i I t 4 ~ 3/8 TLIlt "'JlL:GN -~'j - - I-- I 1000 tK 1 JA~. ("p, _\ .. ~ 112 SrL' ="~ tAf't>lM:i ~S I [ r:::: -" \l ~, ;JI ~ '" stAll'''' lIt'Io'HH "- ..lnbCo/ rt.A'4G[ I L- ""-UrN ,e " I'\ll ~nI T t.PP~G SJ.o!$ .5.f:QIQI.LA:A..L6J J~~OOZT~ 'j =d~ I ,!f:- I , ~'e x I(~ $(1.' fAJ'fI'l~!j Si-1S I :J ;:'" n:r-.~~ -iN"", .H..J~ tQ1:w.. -<CQ';~ ~~ l~ i '.)r;: /;;~~~b-- . VQoy. e ift).. ,,:/ f \l !';, .~~. '" \ - st. T\L!I.~T J( 1'.([" \. v!hDd\; f'1.i\HctS L ~l.t.L IOk .e x H/2 sn.r I "",pING S"t ,;,J:_C..IrQLA- A~~) , 1 tie" ~tl( t.B(C"t~T ~IORIZONT AL SLIDER FRAME (FIN) SHEA7H1'<(; -l ~~ _~1\(1J BY ....000 C AVl, II: SE TVEEN B'YOTH(RS... !l~ BY Q1HtRS ',I iN~~A \ ~~~.~ . ------- tl ii I ~ ~!! I~S'I\lLAn:JN !\NCHOR I"--.:. '. \w~1 IJ .8 '",ODD seRE '01 $HO'o'N ---- r-;." A:, \/ ST\!CCC ..~R ..-~. SlD1NG BV -~~I / \ 114' MAX, cnns --- fa IV -.r SHIM SPACE I~ ~~s.. ,~ "" =: l~ (S([ NOTfS) , rJ!'l TYPE '0'1'100'01 fR!I/o1E: HE "DER 1/4' 1>4AX. ,- SH1M SP~CE CAlA-K BtT\(EtN ...INDCV fiN & SHEA '!'dING fiX / / ...tlN. t~BUM('l r-.'I \ (\lIlUB rCIo1I:\ll II~~ :. ''--/ ~f!~:!, /.. I'i:Rltl(~(R J I CAULk SHEA THING BY QTHlRS BY aT~(RS snJCclJ OR SlDlr-lG BY OTHHS SHa~ (S(( ~ "'INOO'" IJ I tTH T"'O BY IJCIOD ~ 8~ O,HtRS AS P.(Q'D ~ ~ NOnS) ~ PtR[M(TER --;/' CAJlK .../ BY DlliERS ~~lIfDfj'o' ""lOtH-- ;J!ilXl - :t~t:j ,- t; A-, '~C-I d II /'/,,( I EOu.Lr HE1GliT // /". I SPACE Lc I r lll~~rs [f~ii{6--- ~---- A r= -J--I (,:T~:~J I (see BEe",) 'iLAlI'lG (TV;>,)) 6' I-IAX. (iyi')~ ,- (SEE NDiES) uJ ;:;5 c.".....1l') 1....~~ n....l tt,J:l. ",:n.d l~ ~~ ~ .ll... Uw.. b I X 4 X VII . rtJtf[ !.oIfL1..UUN -:. . /, I X 4 " ),,, . TGB( ~..l.U:J~ -. r-- ~lAZ1NG (TyP) ($H '101($) ~ ,MO s~"'\ ",,,,. (1.e)=1 1000 S~'\ oM') ",p~ r~ .e x 1i2 st~, ~ ,- "'f'~lNC $'S 11 _ roe x 1/2 snr I.PP!>.'G S_S _Jl . _.1 1 \lINOO\( HE IGi<f ELEVATiON ViEWED mcy EXTE.RIOR H(AD, SII L !. JAloIB ANCH'lR SFAC 1:-I1j ",oeD ~(RE''''' 24' OL ,..AX. - TO 70 psr OP, SECTION B- B ..'@ :'10 'if oJ,; ,0' .. ~ 11 ~ '\ ~ rlN np( \/INOO'" fRAM!: JAl<B _f'L\ <Jl \ ~' &..-I...'T I(~\it:[. '---L- ....n"~\j rR~t II """'-ltc:N "" . H/! sn.r .AP~;NCi Sl'S' SECTION A-A (5.,) ~, l'ISTAlLA'JON ANCI.m .e ",nOD S eRr \01 ~'.a''''N \ '0. ,_ st.'<.MT lK. [',1:1:>< '--- ...lkOO\l f~ME , ~...lltO?l - IB . HI? SU.r :Ai-"'Pi:'>IV s~s .SECTiON A-A (2) ~n - fIN lYPf.: STOOL BY aTH(~$ ~, 1/4' SHI~ <C [SPACE Mf\X SIDING B1' --- ../ mil CTHtl<S /. I H 114 ~,"'....t'1~'.'... [SEt: SliffT 2 FOR CONTl"IIJATlON OF !'IOiES] CA~...Kr!~:~~~ SHt.A~HING J d~ - ~f~! ~~r~~~~~'\\ REV ~~SIlC~!;T~~N D'~.~IT{OE3 RIN.jIA FLORIDA EXTRUDERS 1~1~~Nfi~o~f'~~: . :, '-' 8'1' aTHtRS :..",a % i \ B AOO~QU~o..El!o1T TO ~ ctRtf1(;Arr y ."rHOllrlAM!o NO. m5 8M'WORD -FLORIDA ~'5T\.'O llY "'000 W ~ oSt N)>lESII't CM.'tJ< ~ BY OT>itRS g. . lttfl,it3-pJ AI S1i1~ LOCA1l()~ 1'ITt.!; INSTALLATION DETAIL 111118 SCREIoIS OR NAILS SECTION A A ....... · ~... 11 '/1~'O. RJA HDRZ Sl.!DIt~G rlt~ 'JINDO\l - SERIES 1000 - 11r~ ,~'...... rr..,'.oli" C ~stO N\iTI!~, < ~ ". "'i..'....'. -t'./ RE\'lS[1l NOTE e AI-lO DRAWN' BY: BB I APPROVED BY: RJi'I '..., t;<.~ ~;;f'" ;:,'itll~,:tru:J;T '1M. 't.....,...' DA'j'g;12/10/03(SCALE:N, T, $, OWG;'lEXOO28 SHUT 1 Dr ~ ~IML' ? 11C MAX - ~6 pSf H) 70 PSI'" D.P, NA:Lr Ij' 0 C M"X - TO ~5 ps, D.P iMPORTA.NT INFOR.MAnON a. GENERAL NOTES These notes ara pn;:~1ded to enSure proper insta nation tA FTonda Ex!rulJers Milestone prodvc1s and must be /otIowed l'ully. GENEAAL INSTAlJ..4,TlO~ INSTROCTlONS .l 0 iCrr ""Ll~~T' - ==-- I 0 F'IORID'" L'X'fR UDL'I;)SIStE;1t'lATlOSAl. UoIC ~ ,i Jj, D\ 25.10 JEllTIT J.A'U SAJ'JfQRD nORlDA InnB"~$t.-:<~'~IOOO7T500 FLANGE STlEET1-OFiO VERTICAL MULLION SECTIONS SEE OTHER SIDE <SHEET;: or 2) FeR DESIGN PRESSURE CAPACITIES ,DM~'!1I t;y,MSH I AN'l'l<:JV\:1l By: IIAB :IlArE:12/1/D3 jSCillNTS 'IlYCt.; IVHfLG r..o n \o'ooD DPAIU ""-~=:~~ ==c f- - ~--_._< =- : -= ]..~ \,~~;,:;:;~ I . -- tx'[RNAc HU.LlC~ !N$IIoi.L",IO>< CUP ~_UON- APPUES TO H[;AD .t SILL ....HERE ," X 4' k 2' " 4' ruS[ tJ'.UOONS rol';( USE;) AI'~j(S TO KI;AO &: SiLL WHIlt " K 2' &: l' X 2 7!, B' TJOC ,f\JLUONS AAl: USED f INS-"U."'I:lN A'CHCI !:!llilL~ h ~!f;)CJD SC.C. 14 rSI~ -1 ; I>< [I ~.~~rL~ "....,."'" '><'1 -or ~r~d I\l,jXIUMY i"l,4.T.E ere. APV;' J=~,JI.l A}~.O t Vl<,.. ;-(?iJtp-ttn o '0--111 -lIJ 0 0 .<A.CI'Y -f o -- FLOHlDA EXTHUDERS'1~'to'~UJ)i'W:~~ SA.~FOKU_ >.LC~DA TlTLE SER. 1000/1500 F IN SHEE 1 1 OF c VERTICAL MULLION SECTIONS SEE OtHER SIDE (SHEEr 2 or 2) FOR DESIGN ~RESSURE CAPACITIES DltAII'W B'{;MSH iI1'PROVW IJ'(; W~3 D(T&-12l1/03 j SCALe- NT S JUG' 1 Y flF IN TYPiC.... IOUlUON l(} CO!lC!ltl( . J.>\JoA!l (AI'PUS 10 ...."al/HII[ I' " " .. 2. .. .- JlJf3E t.4\)tJ.'CN$ AJ1i VSE:>) !!lliJJ.....a PEJ:' lfo<t lER CAll.!( '""'- BY OTHrR~ "... I) SkIM AS fl.Eq'O. AT EA011NSTAllAT1ON At'f'CHO~ WtrH lOAO aeAALNG SHIH. MAX. AlLOwALllE SHll.f STACK TO BE 1/4., APPlY" BEAD OF VULKEM 116 AOHfSM CAULK OR APf'OOvro EQU,IIl. AT tHE fASTENER LOCATION PRIOR TO lNS(RTING TIle SI1U.f ro AOHEI<E TliE SHIM ro il1E SUBSTAATE AND/OR WiNDOW rAAME. FULL 6E.ARJNG BfT\'VElN TIlE Sl1ll4. SUBSTRATE AND WINOOW rAANE ARE REQUlt>.EO. 2) \)"..E SlUCOMteO /lCf<n.lC CAW eEH1ND WlNOO..v fiN At HEAD, Slllll JAMBS, 3) VSE SlUCOMiIEO ACRYUC (AlU FOf\ PERlMETER SEAL NlOONO EXlEPJOR OF WINDOW FRAJ4E. 4) WINDOW rRAMl': MAf(lCAI.: ALUHl~JlJH AllOY 6~3. -,,/'--, "J . I I f CUHCRU E OR ""$lINR l -'" J~ Q,.4(RS '" l mE'!l .J(}JD______ lfUCK BY Cll<tR: --- "l i ~ IN!:l'u''"Olo A'<CJOl ,/:0' &i~ ~.~ st~\i ANC~R (i'f~) ,....,-- t':;f'~~~l':~}L~ ~. t ~"'L~Ll~" J "l~L 1_1 1/.' Mt~ t~at!)><t"T ~~u.> .~~ '1'1[7 Qm.u_c - 101)4 S... I<Ai) liYP.) as ~ 3/4 stLf T APf'lNG S,HS SECT'o.H_'}'- Ajl) 1000 S II. - r ~ x a ( 118 1000 ~H - r I . 2 x 3ie ....1 ,'vP) \ .1-. \ill(: ".U10' .;A.J ,HP.> \ -1- te,( .......LID'" lC - ~~:~",\\'-, r1 ~ P:~:''''.'\'-' ,~ . '\ "' ~~ ~:lIl:.v ..c,,, w \ t-'t;\.ULi'N . '- '8 )( 1.\/i! Sf] r "I'll'-.U<;N TO;PPl'..il~ s....s il\PP1NG ~~$ SECTiON A~" (,) ~_~ vtJ<l1'CAL '0 "lO~IZ0"',1j, M\)Lli)'1 TO \lJtUON ~"4.lJ8,\~- LI TUOC olLU I11N 1'~"LC":tlI< ';fjP{ _ -~":I~ ~..... I ~ ~ INHR'lp~ ClI'" .J 1- IX DR 2X MlJLL (np,) i~C. SJ(., JAMB rT l~,) \ =~ ~- ~- .e " I/a srLF __ 'APPIM:; .>lS SECT10N A-A (2) AtPL'!:S TO H[;AO .t SILL \Ii>'~ot I' K " & 2'"' x ... T'I..i8f !lAW..JO~S !\fiE v$ED ~;j~l>>\RY PtA"t '~~-t~~ .~~~~ 'U.u:7--'-' ~~ . '" . --,.-- u- JI] ~" MLtL1JN 7 I] [1000 P IotJD[$iG'TER r 10~O . It I:JLSlli"l:~ Sltl tTyP.J , Srl... r~'(p) roe x 3/4 stLF ~ rill x 3/4 SELF / t Al'l'h.G SM~ / . AN' 1'<C S~~ llf-rru ~ x Z · 1/8 i"ll ~"r II I K 2 X 3:8 (1IL.U l~"K ~~~;~f~' l:.J fLBf: MllU:J" ,\- rn · ~WC' - ~~ stM.Mf Itr'>JtE' F - "'- 13 . 30<4 sn, P:.e " lJ4 S(L' ~:~~,~L''''A$ '-- iD'" S!( '''''l'tNG S><S '-1000 s.~ '<\prING SMS I'ftA3 ,np.) i-lCJt,D (TV".) st.Al.AtiT Sl.1.-tt;N ~lflllC'o/ fl..,.al SE.CTlON A-A (1j sr~-A l2) [1000 Pli/OCSIGNER . J<O..uOo; SIU. (fYP) rlOoo Plot/lIBIG'<llR (1000 PIoI"OCS1GM:R SILl. CWP) S:Ll <Y'P.> r~. ( 3/4 Sn.r I /" ~e x 3/4 SUF 18 . J/4 seLF / '",'PINO,>'1> lr'lf .;"Ci\(:t;2 ':;":,:f.t lI9 ~t~;i'7 :::;::~~ .'f! ,~~l If~~ 4~~J~ r- r 11 ~"""'" BtNtt' \' ':=:==r1 r:.r:o~~"WlCtl L- L-J I t~~,c;;M~S '-- ~"' "ut.Ml ~ \ -. ~FL~.9 U/4SELF -P: '=11 x 31n'FL' f-= I '----IOOO~" .""f>tNG ,"S '----1000 So" '''''PI'G SIoS I' ....r""'~_ F=T .<(AlI mp.) I<"D <IYI'.> J. "- I r==" SC.......T IlCMO< SECnoo......A::A..ru srCTlON A- A ~) \ ~~~i:r:4s:fl.F ~~~".16 '" ~"'.''''I:>>t 'liC>QI \' ~J::'~'L:;iANU:1 ~--~~~ "-1000 SX Sf cnON A-A 11) _ :U;JJD "'". \ ,I'XIO P'o'JDtsiG~~ SO.' ..."'IlK.l"u;tor '. 1000 P\//lJlSIG"I:~ KtAO <l'P) '--"'.,t o.,p , SILl. (T'P) tml~AllG(S~!.llC <;YP~ /~e x 3i4 SCLr ., · 1/4 $tlLr , J I \1t lAPP1NG s..~s . ~APPING s:~s WO.,u /4.. B1~It.. P,t. i r I - 4 x 119 r I. x 4 K 3/& ~4' & '''1 21 1 - "i" -:.. .. t....~Qnt, I'\. lollI' \ ll)l.k~t Fl1 ,.'.-1 TcacMV..L]!IID'I .. ;-,. .,"ill '1..ll(:.v.ll:'L!C~ F\.<,","".~2~e3 IFLOHIDA EXTRUDERS 2540JE:H'TI'LA.t\f \ s~-t. fJt ,-i ! INTERNATIONAl. ~C. SJ.NI'ORD, nORJDA +t' ~~;r'R ";'l~ Il1T1.Ilc$ER. 1000/1500 rIN SHEET I OF 2 F'~I ~'--rl I . V\~ I HORIZONTAL MULLION SECTIONS I \ .. ~~.. l.fII" ! SEE OTHER SIDE (SHEET 2 Of" 2) FOR \ "-..8 X 314 S(~F ~.O." ~ i DESIGN PRESSURE CAPACITIES . '-.., ~ lU,~'''I'' - ~'M ~ '..~ ~ ".:J " .. I flt/.a (ryp) "!:AD <T1'p, 't't.(, ~ ~\(j llltA~ ll'l HSH 1/J'l'llcvtI> BY, 1MB mnON A-A..~J .sECT~L.Q) ~'l :D.\'I1::12/1/03 iSCALE,NT$ iD"" IHMF'It~ ~-t. t], <J. +..~,~~'R 1;~ 4 !t).~~. ~.~ ~; P llf llIlv,p- ~. ...<1 Jill' ,(I ~ --.l ~ll( [JR ~-1 oo(lIL.C \ J:,- V-- S'tEIIHJNG 'IIoyne ... 6\ox.k. PO:, 5',a e f{."Y 27 CI~"no"l. rl :l~711 n. li(ef1stl ~:). 52583 eX MULL ~ iNS'Al.L":1.lN "';CIOI 08 .'000 /' S~.:Rt" ~fYO.) ff ~. f;;!:r;.lci.tLr~~~ Tvtl $'1 VOOD /" ll'~CK it Dn<!:.~s )) SECTION 3-8 u~ rl...joltLA1ICW 'NC<~ 31"1" L.'1~ 1 Ai"C'';N . I ~.:: ,,~, ---..------r-~\~=ffTJ J t 1..'4" Mat. ..-. ,.KQ..:" " '(]-1 "- "RtC.~T SILL II DI,OS A\Jti~E \iut: ,6nOit]L'NAt "NCI<<':~~.":~H ;..l:QI.j~'dIi 10-00 S.H.l c- J,'If. <1~~> ~\ 1~ I )( 2 7/16 l ve .Vll( "ULLlQN 1000 $J-I, Jf.~a (1~P) ~ SS'll<~~ l'i.~1~ . r / '--- 19 "H/a sur " liliAllON 1APP1'(G ~t'fs. .$..(Cl~.=A.(]) /-1 t ? 7/16 X J/9 -:r. rlaE ~l\.UaN r-- ~ 18)f i/2 S(LF 'lI..;' ,\,t.flPj,"lG ;;~i n .... ,:.; =- StAANT atf'.olttN vt~iXN rLA~L! - ... ~..t.la'::f>j :r=: 18 ".l.f2 SE:Lr ]r" lAPI'NG S"S , ........., ~ ~,,__ ;Jl ~ ~ . 'ilAl.""'f &t!'\rt:(k \,j1l~1!C'"., rt.AMiL1 &. Mlt.t IUk .a x 1-1/2 SELr .. tAPPiNG S"S I\-A OJ 11 ..... -~=\=:;'-::\le mr tAFF'!'ll ~ I ~ :::I 6 ~ ~ =i :: ~ ...- i Pl ! ~ ~ j ...- ::; ,2(,<':'110 t-l .s.ECTION A- A i.1J -==; r I 1 · " 119 --1 . I ~ 4 - 3/9 J ru~ ~,~ .. ~., I--~ -UBf' -,"-II',N JA."CI CTvP) \ I : ~ ~ '. ~ u X l/i stt' ,i_""-~:p~j~~2~~~r r '\ ~i--'"'";^ppj<!''''S ~ ~.~ -I' I L~. I "_ SCALANt 3H\o'!:O< $(""AN' atT\o'!:tH '.tl"'JC'\r' rLAtr,L'J - VNOC\.' rLA."CJt$ , fMUL'1< .. l l-lI? ',[LF L >QUO, :~':1.JG1~~ssn' .>-cc.Tlv.lj..A-:..~_J2)""P[J<C s,",s .;;!:_Cl)QJ:LA::A..(~J lOCO ~.H.l "",,,,I rn-p, \ ~ ~- . -'" :;' d\ I "'.'" 1i:; <c.:ll < < ~U~ " . J: Dc: "lILlJON /:::. ::::--.. ~> ~;1f.JAJ A~ , [~J I_~I'~ % o .tlDtUl ~ .-corP 1'1'<0.. E>:"L/\!OR Ai'P\.U ro tt:.--O . SoU ~ 1- II: I'" II ,... )( 2 'I' l" f\Ailf: 1.i\AJ.."(;kS AAt. VS€O o FLORIDA EXTRUDERSll'ln;~AnO:i-i4.11'K , ~;~~o*J'E;r!l~r [nltt:SER 1000/1500 FU,NGE SHEET I or 2 VE.R T I CAt. I~Ul LlIJN IN 10 HCl~ I ZlJN TAL '~/':~~~~'. :.'~ ..... b . U It tP~ l)~ ~ ~;'J.. fo.,..r.; ''''I' ~l ~ VI[WCD r ROil ExtERIOR f'LORIDA EXTHUDEHSL1~~'1JJ:~O~~~ S~NFOkD nORJDA lTl'Ul: SE.R. 1000/1500 fU"NGE SHEET I Of ;: HORIZDNTAl ~ULL!ON $(CTlONS SE.E DTHt.R SIDE <$~EET 2 or 2) FOR DESIGN PRESSURE CAPACIT]ES DRAr.f 81: M~H I /J'l'OOVEJ) B'f: 'JAB iDATS:IUll03 i$(;Al.E:NiS 10.,<<; 1l1MflG .-100... ~I~ ~,~ --- -- U z t5 ~8 Z ON - lO~l1' ~ ~~~~~ Z >< '" ~ ~ g rt~-n- , z lO-lD W q 5~ew o......JV" ~ ~~ ~ 0.. W ~ Z ~ ~ o i!: ~~~ ~ I~I ~ I ~~~ ;~ ~ ~8~ ~~ i!: z !l: . ~-~ 00 lt~ F~i!:;i~ ~ ~~15 ~fJ ~u ~ -~ ~z fj~~ ~~ o~ ~za l!a ~~ I:j~ Cit:: fJ!a 150 Ii; !a~ zi!: :~3 i!:~ ~~ I ~ ~ i ~ ~ d !a 3 . . '~,\ J... ~~~~ rJ~ ~LL s o r ~.. ~ ~ ~>-.~ o~ ~ .~ ~ <:al!) ~ ~ r;-- III E"g .ooo~ ~ 11 ~~ CJ) a ~,~ ~ ~~ ~ >.. ~ CJ CJ t'-. ~ .~ ~ r.. ........ ~O\O\CJ .. ~ (Ij (Ij "" t'-. t'-. '"d I~ ~ ~~~ ~~~ ~.~ I l .~ ~ ~'S CJ t; t; ~ ~ ,... U<"lCJ)Oo...~ :tl: I UJUJUJ ~l!)u ~~~ ::::>00 5Sf2z N ~ ~ o I N LO I I'- ~ ~ LO ~ >- ~ o I- Z W > Z - II fJ) fJ) ~ z ~5:!: ~g:!: 8 g ~~~~~~~~~a~\5 :3O'~:!:zu.:!:zo~~~ Gl'&J~o~~o~o-~8<( ~~~~~9~~~~~~ <(~~~~~~~~~~~ o >-< a: a ... '" .... z o i-t Vl i-t > i-t o ct :E ~ o o ~ 2 ,- 0 :Jv Vl..-il"-. . ..-i I"-. -e'N >())U) ffi~1 Q)M()) 1...M~ I"-. 0-1 ..cLLM ~ro,.-i Q) a. '? $~M .1- Z o o ~ SEE OTHER SEJE (SHEET 2 Of" 2) rOR DESIGN PRESSURE CAPACITIES ~RA"')ol Bt:l~SH ~vt10 n \lI'>B OATIUc:/l103 !SCAl..8:N1S :~VI'lliHFLG lOC'O SA} [I . 2 X tr' 10<10 S-'; 1 ___ [:u~? :"'~';~N ~."," ~~'~"~;:.....~ ~ p :~~~.. =-~ :::, ::m ~~\. ,,-- - 5VI..: lJl:::m ~U;E '.~~;~-\ 'W'J}lJO'J nAM( '-_L- 'w"h~'C'w' r~A.-': \ l"IA.U i.'N , .......UUN Ii X 1-1/2 SClr -.. x I-V! stLF 11 11\t'Pi"G ~..s TAI'~i~~ s-t _~~_UlQN A.-A (jJ .s.EC~ION A-A f1) 100" $M. - ~l)( t 111.4. l.e " \ !ooa SA] luat ",Uta" [Colt SX -'\ I x 2 7/16 X 3/9 OA.~I I _. ._~ :::I ~, :ci'_E'. ~ "'- ...........$UVot<T tt:r"ID \" It/lt....,. trr...C[~ ~' S[......~1 lIEr.~c_ Ie " 1-1I;! S[U _.L::- ::'t"OO'o' rlN'lOCS ""----I..- ..ikJO'.,I HAA( '--_J- 'WINI:C'W rRA~ ~4Pf'r~<IG :)M$: .. jlt1..t.llc;" .e l l-1(l \;;:~L1L'N . ~ l I ?' ,~JQ!l ~nON A.~A UJ ~ At,~.tNG $old ~ Ar")Pt.~ 'S"'$ r--- ~1i'1!...l.._ '- _ .s~_Cl!ON A-A W ~'.i...A::A.w >- - .. ""le:I~-1 S><S cTt?,) '- .IlI'.lAl!..J t'illbD9_'1 V:['NtD F'<C" [XTERIOR r lOO~ P IoIjnl>IL'L~ r 1000 ..... .IOC~IG'<ll,' $otu.. <TY~) HlL Cl'lP'.) ~~y~.. ," #1""~'. II, TUllE 'f..l' [~ r-- ~ l1rl X? ( ),8 ! . .0.. Y l'tlr( "'~A.l.!t~ . .[~~. r::>[!.:.>l\"L ~s J. l _ ~_ .--LLJ ;~~~' ft'"~\H \0 "'- 1& X ~t4 stLr \0 "'- t9 X 3/< SEer .. ""A.LJ~ '\.-l~()O S.k f,#UiG Siol$ '- l~i)t s.~ 1l\?PL'fC, S~S tl:Atl ,T'tP,) !.t:AD nrP.> [1000 P JJDtS1GHLR S[AL""kf II( TveC" S II l (T"-P, \t~,'E'uJ,L"'U:S ~~mQjL~::A..LU ..s.E.cnON A-A (2) /~B " J(4 S(LF ,1000 p'....,o(m~~ (1000 ..../lJlSIG'<E~ .""PI"" S.S , SILL (f'('?,) Sill.. ~np, (Z t." -: 3I8 :~& ~ ),4 sn.r /03 x 3/4 Sfi" ['" i1r "11 'ell( MV..LIOH \ ~L tAPPING SNS 1 4{'PING 5~S III II \~11 r~ ~\"::.:;~~'" "~lJJ{i;';;;~;,\- ~ jY 1 i-'ll.l !'~N .. . . ...... ~l':'1f'/ .....ill _ F, , ~I", .. . ~ 1& X :V4 stl.r ~, ',,- "" X 3/4 SELr '---- 1000 SA ' /oPP[lG SHi '----lOCO $K TI\I'P[>f.'J ,~S H[.D (hPl "toD <1 tPl _ ~~~~Y,~~i" ~~A-A W SECTION A-A (4) " I'llt.llCU r 1000 Po/JO(S10~R ICPl.'" llt"<'tD< r lOCO .... /ttSJ(i'lt~ SILt \IY~) \i!"llC'o/ 'LA"q! _ SILl. (TYPJ / !tlS ;w: JIlt ~1.r &. J.U.urn l ,a ;( 31-4 S[lJ- ~ lAPP. i~ $,!l(S . r ,A?P~NCi sws r I ~ < K l/8 J_ r I x 4 · 3.'& I'VE '1f1I'] :ullE _"UION .,. 1\..,.U 'JOE KUIUN -~ -~..."'"" I '--Inoo !J1. '''''''1110 S'$ "--W'lCI ~,~ IIll'P,'fCl S.S d(AO (IIPJ If.AD 'hI'" SECttON A-A (5) SECTION A-A 0.) " ... II) C o 'Vi '> ~ (f) ~ Q) > - - .- I ~ Q) .- > +-' (f) Q) L. o - - >-1- ~z z~ w......zz UQOO wUtii ~~z~ o8~o Z 0:: F2 <t 0..;>0- W>::E J- 0:: W <t :r:~F=~ (.9 I- ::E ..... 0 5 0 et:: Z 0 J: >- ~ F= (/) a.. ::E ~ ::) o~o::~ U:)w(t o..zu. la~ ::c~ I- If) o o N ro 3: E 2 Vl L- Q) > o "0 C <( UJ :E o~ ~Z ()~ o SHEET NO. - (Q a.: 0:: 8 w ~ o ::c (J) ::) LIl o o N (Q) SID N ~ ~ LAST PLOT DATE .0 Mar. 23, 05 -.J I ~ 11. ~ i --- .r#.I.~~ ~L~l:/:... \\...~,. --I"'" ~ ~ ~ ~~~ ~ ~ ~i~ ~ I ~~~ ~ ~ ~~~ ;~ ~ ,",,~1IJ 00 ~~ ~~i!: ~~ ~ ~~~ ~f3 ~u ~c~ ~~ I 008 00 ffi~t; I~ :~ ~~3 ~~ ~~ MASONRY INSTALLATION cj z INSTALLATION ANCHOR INSTALLATION ANCHOR 3/16' DIA. TAPPER 'ita W'OOD SCRE'J (TYP. 'WHERE (NOTE L7) TAPPERS ARE NOT CONCRETE OR ONE BY \.IOOD REQ'D, - NOTE 22) MASONRY OPENING r- BUCK BY OTHERS BY OTHERSl ~ (NOTE 11 ~ 12) SHIM AS b..B \ ~i~?1 ~ NOT E\';I'S ) I .-. v 1 1/4' MIN. EMBEDMENT t>. """"'"-- r=::-.. j _ - ~-~ ---!--, -- - --- b.. CONCRETE OR ill r---r:1MASONRY OPENING 2X4, 2X6, OR 2X8 'WOOD --, . .d BY OTHERS BY OTHERS (NOTE 6) INSTALLATION ANCHOR .--, d. #8 'WOOD SCREIJ (TYP,) CAULK BET 'WEEN (NOTE 23) HOOK STRIP g. <ANCHO~S SHO\"N IN SAME t' \.IOOD BUCK PLANE: F"DR CLARlTY ONLY, HOOJ< STRIP ANCHOR HOLES SPACED 2' APART ON 1 l' 1/8' MIN. OPPOSITE FLANGES'> """-j '\ t' EMBEDMENT O'j'P)' . <1 SLIDING GLASS DOOR d ~ HOOK STRIP ~ ~. . I "t- --~ \, ~~~,~ ,,~ ~ 17) ,..-- "'''........... 3/4' MAX. LI '-..... '-......., Lucca ! ~ BY OTHERS "<T 7 I L SLIDING GLASS DOOR .// INTERLOCK HOOK STRIP DETAIL IMPORTANT INFORMATION &. GENERAL NOTES -...... .....e-l/4' MAX. SHIM SPACE I 1 114' MIN, -----I-EMBEDMENT ONE BY ''''ODD BUCK BY OTHERS (NOTE 11 8. 1~ CAULK BET\';EEN \.1000 BUCK So MAS'Y. OPENING BY OTHERS N ~ ~~ 0:: 1O~1? ~ ~~g~~ z x ,..... &j (!) ~ li~~ . Z lO..-lD W Q 5~eul a.....Je.. .::J c )( ~ ~~ (!) a.. W I- Z o !a 3 A /~ ~ \ I \ CAULK BET''''EEN DOOR FLANGE a. 'WOOD BUCK PERIMETER CAULK BY ~ v OTHERS \ .f; ~ SLIDING GLASS DOOR FRAME- JAMB CAULK BETW'EEN q \.IoOD BUCK a. , .........-v- MAS'Y, OPENING ~ BY OTHERS __I----- SHIM AS REQ'D. t-l. (SEE NOTES) "'-T~~~:STALLATION ANCHOR ~!!d \ 3/16' DIA. TAPPER (NOTE GLASS ~ ~CAULK BET\.IEEN ~ DOOR FLANGE .i' 8. \.IooD BUCK ~ CONCRETE DR I..... .~ MASONRY OPENING BY OTHERS ---- S,G,D. \.IlDTH -.... STUCCO BY OTHERS .- 1/4' MAX. SHIM SPACE ~l ~ III !E~'P:D <TYP,) ill JC .\ STUCCO ~ BY OTHERS u . . . l 'JVI ".III 11\ I \ , )... , 1\ -~\ i~\~~ 1I ~u.\ - '''' V>=~ -:- ~ V r~ 5 u." ) ,..., :.. ..... I- INSTALLATION ANCHOR #8 SCRE\rI 'WOOD (TYP. VHERE TAPPERS ARE NOT REO'D, - NOTE 22) TEMPERED (TYP) GLAS7 ~ \x .,,: PERIMETER ____.",... CAULK BY OTHERS SLIDING GLASS ..... DOOR FRAME HEAD ~ . ~TEMPERED GLASS (TYP,) SECTION A-A SECTION B- B s o u 0\ U o IJ") .5 00\ t-... r.n .... IJ") ~ aJ "0"0 ~ ~ Ero .OOO~. <J) 0 rz::~~ ~~ ~ "i 0\ Wi< ~ aJ ~ t-... ~ 'v) ~ ro ~ roRR aJo ~U5t-...~~~~8 ~~.~~~~ ~~ U("'nJ)U~~ ~'"' These notJi!S are IXOvided to ensure proper installation of Florida Extruders Mile$one prodOO:s and must be f~\owcd fully. DOOR HEIGHT GENERAL INSTALlATION INSTRUCTIONS A1 I & CAULKING AT fASTENER HOLES REQUIRED (SEE NOTE 2). 1) SHIM AS REQ'O. AT EACH INSTAlLATION ANCHOR WITH LOAO BEARING SHIM. MAX. ALLOWABLE SHIM STAO< TO BE 1/'\". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PlASTIC AND MUST BE COMPlETELY ENCAPSlItJ\TED IN CAUWNG OR SET INTO WET CONCRETE. 2) USE SIUCON1ZED ACRYUC CAULK BEHIND DOOR FlANGE AT HEAD &. JAMBS. liBERALLY AWL Y SIllCONIZED ACRYUC CAULKING UNDER SILL OR SEt 5lll1N BED OF WET CONCRETE, CAULK BETWEEN BACK CORNER OF SIll !USER AND CONCRETE. CAUlK ALL FASTENER HOlES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALlATION. 3) USE SIUCONIZED ACRYUC CAULK FOR PEIUMETER SEAL AROUND EXTERlOR OF DOOR AND BEWI'EEN HOOK STIllP &. BUa< FOR POCKET IXlORS. 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 me HOOKSTRIP TO BE SECURElY FASTENED TO TRANSfER Tl1E LOAD TO 111E MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FOC, $KTION 1707.4.4,2 AND 111E ENGINEER OF RECORD'S DETAILS. 7) FLORIDA EXTRUDERS 1000 SElUES SUDING GLASS DOOR IS SHOWN, 111IS PRINT ALSO APPliES TO tHE flORIDA EXTRUDERS 500 AND 2000 SERIES SliDING GLASS DOORS. 8) WHERE: "X- REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEl, APPROVED CONFIGURATIONS ARE AS LlSTED ON THE ANCl-lOR INSTALlATION CHART. CAULKING & REQUIRED (SEE NOTE 2), & r. B B # # SLIDING GLASS DOOR FRAME-1 SILL 1--' ~. :;;::0; I I/t>t ')[ 112' t. t. 4 t t. ~uh~-h~~~~ :J O'oX ::E: z u.. ::E: z 0 <:(:J a.. O'lfJcd)~OQ~Qwo~ ~~~:j~9~~~~~~ <:(1-' ~w~~wwu..f-<:( ~~~~5~~~~~~ o _ u.. 0 I A-J EXTERIOR ELEVA TIDN 2 PANEL DOOR $HD~N (SEE NOTES 8, 9 g, 10) & & www a;:l9u ct~~ =>00 5Sf(z & 114' MAX] SHIM SPACE I Y ,t> t 4 11 b . ""'\\"\\\-.. ~ l~~i', ....... ... I:~ .~J~.... \\ REV DESCRIPTION ~ ~ \ B REVISED NOTES 1, 2, J. 6. ,; "'WJIl \ ~__ 11,12. 13,1&,22,23 &: ~ >>'I~'" 31 NolO ~OEO ~D/OR ., ~ 'J RE\IISEO RElATED , l ~j~. RUERENCES AND/OR " "~" --:~. 'i.f ILLUSl M nONS. RENUMBERED \." "" ~I'. i. I NOT!S 6 TO 10 AND ., ........,.. RE\IISED REfERENCES TO ~ ~ T11ESE NOTES.. REVISED . TAPPEAS fOR 90XX J- PANEL ()()()RS. [SEE SHEET 2 fOR CONTINUATION OF NOTES] .1 .1 b c-. tJIQ a:'i do ~z ~~ ~~ l!:~ t> EMBEDMENT- 1-114' MIN, L INST ALLA TION ANCHOR 3/16' DIA. TAPPER <NOTE 17> CONCRETE OR '- MASONRY OPENING BY OTHERS 4 t> o o ~ 2 .- 0 Z::l~ V>...-if'., o _...-if'., tn~c:hN >ffi~~ t-4Q)(V')O't ~OL.(V')~ ....<J:: 0- I r~ a. ~ LL (V') ~:E1i)roC6 <( Q) 0.. I ~$~M .1- Z o o ~ DATE INI FLORIDA EXTRUDERSI~~~~NtJ~OE~AL'J~~' 12/18/03 RJA CERTIfiCATE OF IIUTHORIZAOON NO. 9235 SANFORD FLORIDA TiTLE' SLIDING GLASS DOOR 5001 1000 S. 2000 'MASONRY INSTALLATION ~ITH NON-STRUCTURAL BUCK AND TAPPERS DRAWN By:BB APPROVED BY: RJA DATE: 12/18/03]SCALE: NTS DWG #: FLEX0021 SHEE T 1 OF 2 INSTALLATION ANCHOR ItB \.IODD SCRE\o' \0' IPLASTIC ANCHOR (TYP. W'HERE b.. TAPPERS ARE NOT REQ'O. ill SEE NOTE 22) LlBERALL Y APPLY CAULKING UNDER SILL OR SET SILL IN BED OF' CONCRETE (SEE NOTE 2). SHIM AS REQUIRED (SEE NOTE 1). \ II FRAME INSTALLATION '" F': f'::', ~ ~. I INSTALLATION ANCHOR -- DOOR I/IDTH --I: 114' MAX, SHIM SPACE ~a W'ooD SCREW' 1-118 MIN. (NOTE 2D--EMBEDMENT ;; T'WO BY 'w'DoD SLIDING GLASS BY OTHERS DOOR FRAME <NOTE 6) JAMB \ /r BTyW'oOT~YER\.ISODD INSTALLATION ANCHOR n ItS \.IOoD SCREIJ (TYP,) -... (NOTE 6) (NOTE 21> (ANCHORS SHO\o'N IN SAME ^ ~ 1/4' MAX. ~ PLANE FOR CLARITY ONLY. / \ SHIM SPACE HOOK STRIP ANCHOR HOLES X \;{ l ....-- SHIM AS REO'D, SPACED 2' APART ON 1{- - OPPOSITE fLANGES'> / \ 1 liS' MIl! (SEE NOlES) ........... E BEmo1ENT ~6~~I~T~1~SS DOOR(~ II ~ \Vj,~/I,,~ ~m_.;f:,)31 14, ~,AX, 1/\ INSTALLATION ANCHOR &.,,-L ..., ~ - #8 VOOD SCREW' ~ = (NOTE 21> If ,........ "....""-.... - CAULK BET\.;EEN TEMPERED '7 L! DOOR FLANGE GLASS (TYP') ,,~ , ~ SHEATHING ---" SHEATHING ~ ==.j \ BY OTHERS h LSLIDING GLASS DOOR INTERLOCK HOOK STRIP DETAIL SHIM AS RE'Q'D (SEE NOTES) CAULK BET\.IEEN DOOR FLANGE a. SHEA THING SHEA THING BY OTHERS T\.IO BY "'ODD BY OTHERS (NOTE 6)~ \ ,-~AULK BET\.IEEN / HOOK STRIP a. \oIoOD BUCK /\ '-..L .... .c::::.I.... ~( u lC'...lf ~ m , JjI ~ C III !~MP:D <TYP') 1-1/8' MIN.- EMBEDMENT STUCCO OR SIDING BY OTHERS SLIDING GLAS~ L. DOOR FRAME HEAD C\I Vl C ~ 0 'Vi 'S: ~ ~ 0 ~ (]) I (j) > C\I - - -- lC) I I 3 I'- Q) -- ~ > +-' ~ (j) lC) Q) '- ~ () GLASS PERIMETER ---.J CAULK BY OTHERS PERIMETER ~ ' CAULK BY OTHERS ~TEMPERED v. GLASS (TYP') SHEATHING BY OTHERS STUCCO OR SIDING BY OTHERS IMPORTANT INFORMATION &. GENERAL NOTES These IiOtes are provided to ensure proper InstallatIon of Aorida Extruders Milestone products and must be followed fully. DOOR HEIGHT SECTION B- B AI I >-1- ~z z~ W.......zz UQOO wUl:/l ~gz~ o8~o Z~~c:( a.::>ll. w::>~ L- ~ c:( r-wwl- :r: co ~ UJ 1961-~ C2zB~ >- ?i ~ (J) a. ::E ~ :J O~~~ U:) w ex:: a.zu. VlZ .......<( I::E I- & CAULKING AT FASTENER HOLES REQUIRED (~EE NOTE 2), l SLIDING GLASS DOOR FRM~E-'l SILL \ CAULKING & REQUIRED (SEE NOTE 2), I.l') o 0= Nro L.$ OJ E > Q) O+J ~V> c: <( GENERAL INSTALLATION INSTRUCTIONS b.. 1) SHIM AS REQ'D. AT EAa~ INSTALLATION ANCHOR wm~ LOAD BfARlNG SlUM. MAX. ALLOWABLe SHIM STACK TO ill BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PlASTIC AND MUST BE COMPlETELY -1 ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. r t 2) USE SIUCONIZED ACRYliC CAULK BEH1ND DOOR FlANGE AT HEAD &.JAMBS. LIBERAllY APPLY srUCONIZED B B ACRYlIC CAULKING UNDER SILL OR seT SILL IN BED OF WET CONCRETE. CAULK BEtWEEN BACK CORNER OF SILL b.. RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER ill INSTALLATION. 3) USE SILICONIZED ACRYLIC CAULK fOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP &. BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED wmi A SMAll JOINT SEAM SEALER. 5) DOOR FRAME MATERIAL; ALUMINUM AllOY 6063. b.. 5) lWO BY WOOD BUCK ANDIOR fRAMING AT 111E HEAD, .lAMB AND HooKSTRlP TO BE SECURELY FASTENED TO ill TRANSFER THE LOAD TO l11E WOOD OR APPROVED FRAMING ~1EMBERS PER FOC, SECTION 1707.4.4.3 AND l11E ENGINEER OF RECORD'S DETAILS, # # I'-- - ,:.i J ~. & "" I /t>t 114' "'.AX] \ SHIM SPACE ~ ~ 1l~~1 ~I~ I ~~ ,... ,... ~ ,:.i ,... ~ ~ ..... '" >l; ~ T :::l 6. ~ ,::; ~ ~ Ol .;;; ~ i:i: I ~ ~ " ":l ~ ....- ~ A.... 'i3' EXTERIOR ELEVA nON ~ 2 PANEL DOOR SHO~N (SEE NOTES 8, 9 8. 10) >- ~ o I- Z W > Z 112'.1 t EMBEDMENT 4 1-1/4' MIN. w ~ O~ ~Z ()~ o _ SHEET NO. CO .1 . .1 t .6 b ~ t> \,J ~"'\\"'nl~ . 'hi. I. \ J B RE'vlSEON01tS1.2,J,&.tl'12/18/03RJA 'It l"..I. ~ 20. 2$ " 30 mo ,6{)00) r _ mo/OR R[V;SEO RElA':'f:O ~ . ~ .~.. Rt:f'El'lD<CES mo/Olt ." "1" . . /, Ill.USTAAOOss. ,IoOOEI> NOn: ~~ ~",j 20 AND REtJiTIO e. .-. lll.lJST'AAOONS. RORJIdSEREO \" J.. ",~.. 1 NOTES a to 10 ar: 11 TO 29 'f · · . i .. . ... mo R(\/!$EO flttl:Rt:NCU TO . T'Ht:S[ oorrs. RrvlSl:D ~ TM'PERS ,OR 90)()( $-F'N-ICl. ~ OOORS. (SEE SHEET 2 FOR CONTINUATION OF NOTES] INST AlLA nON ANCHOR lt8 'JoOD SCRE'" 'J/PLASnC ANCHOR CrY?, W'HERE TAPPERS ARE NOT REQ'D. SEE NOTE 20) - tJ~ a:~ g I~ .;~ !~ '-- INSTALLATION ANCHOR 3/16' DIA. TAPPER <NOTE 15) CONCRETE DR '- MASONRY OPENING BY OTHERS a: ~ SIll LO o o N (Q) FLORIDA EXTRUDERSI~1~~Ntl~o~~'J~~ CERnF1CATE OF AUThORIZATION NO. 92'}5 SANFORD FLORIDA TITLE: SLIDING GLASS DOOR 500J 1000 8< 2000 FRA~1E INST ALLA TIDN \.11TH #8 SCRE'NS & LIBERALLV APPLY CAULKING UNDER SILL OR SET SILL 1N BED OF CONCRETE (SEE NOTE: 2>, SHIM AS REQUIRED (SEE NOTE l), C\I ~ ~ LAST PLOT DATE (5 Mar. 23, 05 -I DRAWN BY: BB PATE: 12/18/03 APPROVED BY: RJA NTS lDWG #: FLEXOO27 SHT 1 OF 2 SECTION A-A SCALE: - PRODUCT APPROVAL SPECIFICATION SHEET Plastpro Inc./ Nanya Plastics Jeld-Wen Distintion Flbreglass Entry Doors Exterior Doors FL1321 FL498, 539 Simpson & USP Cross Over Chart with Florida Product Approval Numbers S. Pdt Florida Product USP Product Florida Product Impson ro uc A I Product Description Approval pprova Number Number Number Number A34 FL474 Framinq Anchor MP34 FL570 ABU44 FL474 Adiustable Post Base PAU44 FL569 CS22 FL1901 Coil Strap Tie RS300 FL822 H3 FL474 Hurricane Tie H10 FL474 Hurricane Tie RT16 FL565 H2,5 FL474 Hurricane Tie RT7 FL565 H6 FL474 Hurricane Tie LFT A6 FL820 HCP2 FL474 Hip Corner Plate Connector HHCP2 FL817 HDQ8-SDS3 FL474 Holddown UPHD8 F L817 HETA16 FL 1901 Embedded Truss Anchor HTA16 FL821 HETA20 FL 1901 Embedded Truss Anchor HT A20 FL821 HGUS210-2 FL474 Truss Hanger THDH210-2 FL821 HHETA40 FL 1901 Embedded Truss Anchor HSUR/L410 FL503 Heavy Skewed U Hanqer HTS16 FL538 Heavy Truss Strap HTW16 F L820 HTS20 FL538 Heavy Truss Strap HTW20 F L820 HTT16 FL503 HDfTension Tie HTT16 FL821 HTT22 FL503 HDfTension Tie HTT22 FL821 HUS26 FL474 Heavy Joist HanQer HUS26 FL818 HUS28 FL474 Heavy Joist HanQer HUS28 FL818 HUS410 FL474 Joist Hanqer HU8410 FL821 HUS412 FL474 Joist Hanner HUS412 FL821 HUSC410 FL474 Joist HanQer HUSC412 FL474 Joist HanQer ITT FL474 TF I.Joist Hanger THO FL815 IUT FL474 I-Joist Hanqer THF FL815 LGT2 FL1423 Liqht Girder Tiedown LUGT2 FL568 LSSU21 0-2 FL474 Sloooble/Skewable Hanoer LSSH31 FL816 LSSU28 FL474 Slopable/Skewable Hanaer LSTA12 FL 1901 Stra p Tie LSTA12 FL816 LST A 18 FL 1901 Strap Tie LST A 18 FL816 LSTA30 FL 1901 Strap Tie LST A30 F L816 LST A36 FL1901 Strap Tie LST A36 FL816 L TS12 FL474 Twist Strap LTW12 F L820 LTS16 FL474 Twist Strap LTW16 FL820 L T818 FL474 Twist Strap LTW18 FL820 LTS20 FL474 Twist Strap LTW20 FL820 L TT1 9 FL474 Tension Tie LTS19 FL822 LTT208 FL474 Tension Tie L T8208 FL822 LUS26 FL47/ Joist HanQer JU826 FL821 LUS414 FL474 Joist Hanner JUS414 FL821 MBHA3.56/11 ,88 FL538 Masonry Beam Hanaer NFM35X1178U FL578 META22 F1901 Embedded Truss Anchor HTA24-18 FL859 MGT FL1423 Medium Girder Tiedown M ST 48 FL 1901 Strap Tie KST248 FL822 MST60 FL 1901 Strap Tie KST260 FL822 MSTAM36 FL 1901 Strap Tie for Masonrv MTS12 FL474 Twist Strap MTW12 FL820 MTS16 FL474 Twist Strap MTW16 FL820 MTS18 FL474 Twist strap MTW18 FL820 MTS20 FL474 Twist Stra p MTW20 FL820 MTS30 FL474 Twist Strap MTW30 FL820 MTT288 FL503 Tension Tie MTS21B FL822 PA51 FL474 Foundation strap TA51 FL816 SDS 1/4x2 112 FL1463 Stronq Drive Screw SDS 1/4x4112 FL1463 Strana Drive Screw SDS 1/4x6 FL1463 Strong Drive Screw 8P1 FL474 Stud Plate Tie SPT22 FL817 SP2 FL474 Stud Plate Tie SPT24 FL817 SP4 FL474 Stud Plate Tie SPT4 FL821 U24 FL1218 Face Mount Joist Hanoer Set Pac 10 FL402.3 Expoy HD Titen FL23042 Titen Anchor to --..... ... d'l~ ~ w ts 1 ,~~ ~ tJ o ?= ~ a: ~~.. ~:f;I ~~~ ~ Ii ~",.. I 0 ~:~ I I z - ('4 ~~~ ~ . ~ u ~ ~8 ~U ~~ ~ !!l Z ('4 3 cr:: to ~ I ? ~ ~ ~~~ ~-w 00 ~~ z x ......O)~ ~?= ~~ ~ - ~ ~I')...... ~ ... I') . ?i:~~ ~a ~!i Q q ~--::-e~ ...,jO--Jo.. ~~~ ~~ 01 ~ ~~ ~~a !~ ~ ~ 0- ~ 01:: a~ w :~~ ~~ ~~ I- Z - . . . 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. CateQorv/Subcateaorv 1. EXTEftlOR DOORS A SWINGING Manufacturer Product Description IApmoval Number(s) B SLIDING Kinco BetterBilt (MI Home Prod} Fla, Extruders (Milestone) General Aluminum Mk 2131415, Mk 2/3/4/5 HP, Mk 2131415 XHP 420, 470/452, 4tOHP/452HP Series 500/100012000 420/430/440 FL126 FL561 FL45 FL264 C. SECTIONAL Clopay BuildinQ Products Residential WindCode Doors FL542 D. OTHER 11\ 2. WINDOWS A. SINGLE HUNG Kinco BetterBilt Fla, Extruders Mk 40/50, Mk 40/50 HP 165, 165/3000, 740/3740, 3240/4250HP Series 1000/1500/2000 FL123 FL663 FL42 ~- ' ~~-~ Vf ~u. s ~ -- ~ ~ ~> ~ .9 ~ ~ ~ Ir....- ]~ c;ooo~ V VJ..CJ (/) ~ ~ ~ F1 ~ ~ ~>~ ~ ~ ~ t-.. ~ 'V1 ~ LL i ~ ~~ ~~~~8 I.... ;a (/) t-.. ;a ~ ~ . 0 f1 :-.. ~~.~~~~~~ ~ I- ON(/)Oo..;~ ~1t= General Aluminum 1100/1140/144011450/1540/1550/1570/1900/ 1940/1970 FL254, 1698 B. HORIZONTAL SLIDER Kinco Better8i\t Fla, Extruders (Milestone) General Aluminum RW HP, RWXHP, RW4-XHP 168/3168,680 Series 1000 1180/1480/1580/1590/1980/1 990 FL124 FL670 FL43 FL256, 1700 C. FIXED Kinco BetterBilt Fla. Extruders (Milestone) General Aluminum Mk 40/50 PW/CT, TWPW/CT 165/3000,740/3740, 3240/4250HP, 680 Series 1000/2000 11 OOTDU11 001450TDU1450/1550/1570/19001 1970f5000/5300/5350 FL125 FL6f6 FL44 FL255,263, 1697 D MULLION Kinco BetterBi It M03-04A, M02-03A, M96-08C FL957 www o::l9u ~~~ ::>00 SSf2Z In In ~ Z ~. 5 . 5 8 ~ g ~~~~~~~~~O~5 ::JO'><~zu..:1E:Zo:i~~ ~~~o~~o~a~8~ ~~~~~9~~:iff~:j Q~w~S~~~wRb~ t(<1:> o~ r-Z~ 0..... 0 Fla. Extruders (Milestone) FE5f09/5710/5711/571215713/5714/5718 FL974 F E5 10015701/5702/57031510415705/5717 General Aluminum 1100/1900/1970 FL1252 E OTHER II o o \..0 <1J :~ 0 Z::l~ (J)T""'t~ g-ci'7~ (J)>O'\~ >.-t ffi 0 1 \..00'\ ,.., .-t <1J M \..0 ~.OL.M~ <(0-1 ~o....cLLM :E~ro~ <( <1J C. 1 J-$~T""'t -I- Z o o \..0 3. PANEL WALL A. SIDING B. SOFFITS Kaycan Ltd. 0605/0606/9500/9510 Aluminum Soffit Cameron Ashley BUlldinq 41550f451 02/451 02N Aluminum Soffit FL1965 FL406 C. WALL LOUVER D. GLASS BLOCK Pittsburqh Camino Com. Glass Ur'lit Masonry installed w/Mortar FL1363 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 (and AR), XT30 (and AR) FL250 B. UNDERLAYMENTS C. ROOFING FASTENERS D. ROOF VENTILATORS E. ROOFING TILES F. MODIFIED BITUMEN G. SINGLE PLY ROOF SYSTE M S H, CEMENTS-ADHESIVES COATINGS I. ROOF TILE ADHESIVE J. OTHER Air-Vent Inc. CRV Aluminum Ridge Vent NOA No 03-0930.08 Certain Teed COrP.-Roafina Modified Bitumen Roof System FL479 5. SHUTTERS A. STORM PANELS B. COLON IAL C. ROLL-UP D. OTHERS 6. SKYLIGHTS A. SKYLIGHT B. OTHER APPLICANT SIGNATURE DATE C\I II) c ~ 0 'Vi 'S: ~ ~ 0 ~ ~ I (J) C\I - - -- L() I >-1- Zz I ~ <Cw ZV) I'- Lt) .....zz Q) Wooo 0 UWUIJ) -- ~~z~ ~ > 0 - ....., N - 08~o ~ (J) ro Z~ ~ 1...$ a.~a. L() Q) ~ ~ L- Q) E J-WW~ () ::I: co F= UJ ~ > <1J (.951-~ O+J C2Z5~ -a(J) >-?i~V) a.. ~ ::) >- C O~~~ w <( U w~ a.zu.. 0::: ~ la~ O~ J:::E I- a ~Z ()~ I- o SHEET NO. ~ - z ;512 8 W ::E W 0 J: V) ::) > II) ~ 0 ktcST Pj:OJ DATE ~ Z <5 or. 2 I 5 @ - ....J 7. STRUCTURAL COMPONENTS A. WOOD CONNECTORSI Simpson Strong-Tie ANCHORS see chart USP structura I Conn. see chart B. TRUSS PLATES MiTek Industries, Inc. C. ENGINEERED LUMBER Boise EnQ. Wood Prod. Truss Plates Versa-Lam SP Wood I-Joists ALLJOIST FL2197 FL1644 FL 1645 D. RAILING E. CONCRETE ADM IXTURES F. MATERIAL a.OTHER FECP Corp. (Cast-Crete) Hiqh StrenQth Concrete Lintels FL158 .... ,:.; ] ]. ~ ~ .... ~ ~ ..... '" Ii> ~ i ~ ~ j ./ i ii! f i ~ .g ~ ./ c:i 8. NEWEXTERIOR 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.