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HomeMy WebLinkAbout7727 Merchantville CirCity of ZephyrMlls Building Department Construction Notes Finish floor height shall be minimum 8" above crown of road (City of Zephyrhills Ordinance #237) Each bedroom shall have at least one window sized fro emergency egress (2001 Florida Building Code #1005.4) Ductwork and appliances in garage shall be protected from physical damage (2001 Florida Building/Mechanical Code #303.4) Tub access shall comply with (2001 "Florida Building/Plumbing Code #405.8) to concealed connections Balanced return air shall be achieved through the use of transfer ducts or grilles (2001 Florida Building/Mechanical Code #601.4) Window glass hazardous locations shall comply with (2001 Florida Building Code #2405.2) Installation of gas appliances requires separate permits 2002 National Electrical Code 210.8(A)(2) - All garage receptacles shall have GFCI proteection 210.8(A)(3) - All outside receptacles shall have GFCI protection 210.8(A)(6) - All receptacles serving countertops in the kitchen shall be GFCI protected 210.11(C)(3) Bathroom circuits shall have no other outlets 210.12(B) - All outlets (receptacles, lights, smoke detectors) in dwelling bedrooms shall be AFCI protected 210.70(A)(3) - Lighting for A/C in attic 250.52(A)(3) Footer steel shall be used for a ground 406.8(A) - Receptacles in Damp Locations 406.8(B)(1) - Receptacles in Wet Locations 410.8 - Luminaires in Clothes Closets 422.18 - Support of Ceiling -Suspended (Paddle) Fans r 0 Termite Specifications: Structural Notes: Structural Design Criteria: General Notes: FOUNDATIONS CODES: FLORIDA BUILDING CODE, 2001 EDITION �;, w 41 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER SOIL TO BE COMPACTED TO AT LEAST 95% PREFABRICATED WOOD TRUSSES BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02) THE FOLLOWING TECHINCAL CODES °'r�`'°.' N, • .±'` O� N w o. AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL OF MAX. DRY DENSITY AS DETERMINED BY SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-89) SHALL APPLY: BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ASTM - 1557 ( MODIFIED PROCTOR) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-02) 8 z to ELECTRIC PANEL.(FBC 104.2.6) FOUNDATION INSPECTIONS FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 EDITION 2O01 FLORIDA BUILDING CODE, C3 Lj w 9 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" A FOUNDATION SURVEY SHALL BE PERFORMED AND A HURRICANE CLIPS OR ANCHORS. 2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED INcc APA PLYWOOD DESIGN SPECIFICATION PLUMBING MECHANICAL FUEL GAS a ig AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4) COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL ENERGY EFFICIENCY, ACCESSIBILITY, Z g o _ a w 3 INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND LIVE LOADS: ROOF AND 2002 NATIONAL ELECTRICAL CODES Of ao a a0 1 z 8 o z EXPOSED AND A STRING STRECHED FROM MARKER TO TOP CHORD 20 PSF Ld , co o rn _ e, 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS MARKER TO VERIFY REQUIRED SETBACKS. ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL BOTTOM CHORD (W/O STORAGE) 10 PSF ORDINANCE 92-19 - APPENDIX"? Lv Z "� t° r rn rn N z ~ w 00 P Td SHALL NOT BE INSTALLED WITHIN V-0" OF THE BUILDING SIDE WALLS.(FBC 1503.4.4) CAST IN PLACE CONCRETE FOREST PRODUCTS ASSOCIATION. RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF TO FBC PLUMBING 2001 CODE. C7 X ri..a0 om E!� n • � m � � z w > O 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 6" 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPOR- TIONED ( WITH A MAXIMUM ALLOWABLE STRESS INCREASE BALCONIES 40 PSF STAIRS 40 PSF 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS z Lv -:° - m p co '• ,, °' o s 0 z N z z t z y COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 INCHES. 0 FOR LOAD DURATION OF 25 /o) TO WITHSTAND THE LIVE J o c x o E N c 7d EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 5/8" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63 LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. DEAD LOADS: ROOF 17 PSF (SHINGLE) FLOOR 15 PSF 2. WALL MOUNT WATER CLOSET VOLUME 3.5 GALLONS Q [r c r w a _ 8 0 N _ W E C B 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS iE THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.(FBC 1403.1.6) 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC REQUIRED BY THE TRUSS MANUFACTURER UNLESS 3. WATER - FLOW RATE. W H = c �`' o w DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 NOTED ON THE PLANS. WIND LOADS: WIND LOADS BASED ON FBC, SECTION 1606.2. PUBLIC FACILITIES 0.5 G.P.M. Z _ y o 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL GRADE 40. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL (F.B.C.) WIND VELOCITY: 123 M.P.H., USE FACTOR: 1.0 PRIVATE FACILITIES 2.2 G.P.M. IS COMPLETE.(FBC 1816.1.1) 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE CONCRETE ALL CONCRETE UNLESS OTHERWISE INDICATED 2500 PSI SHOWER HEADS 2.5 G.P.M. 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN STRENGTH PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY 3000 PSI 4. ALL PLUMBING WATER LINES TO BE PVPC INCLUDING SPACES BOXED AND FORMED.(FBC 1816.1.2) 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF LOADS AS LISTED ON THE STRUCTURAL DESIGN CRITERIA @ 28 DAYS (DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS) ALL TOP BARS OF BEAMS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL VTR LOCATIONS ARE APPROXIMATE 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, 5. HORIZONTAL FOOTING BARS SHALL BE BENT V-0" PLATE CONNECTED WOOD TRUSSES PER THE TRUSS REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND MAY CHANGE DUE TO JOBSITE ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF AROUND CORNERS OR CORNER BARS WITH A 2'-0" PLATE INSTITUTE TPI LATEST EDITION. ALL REINFORCING BARS ASTM A615-40 40,000 PSI CONDITIONS SOIL AFTER THE INITIAL TREATMENT.(FBC 1816.1.3) LAP PROVIDED 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY ALL STIRRUPS AND TIES ASTM A615-40 40,000 PSI THE FOLLOWING SHALL COMPLY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS SPLICES SHALL BE 40 BAR DIAMETERS TYP. AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS CONCRETE ASTM C90 OR C129, STANDARD WEIGHT UNITS, fm=1500 PSI WITH THE 2001 FBC. 8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS 7. CONCRETE COVER MIN. 3 WHEN EXPOSED TO EARTH OR FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND MASONRY MORTAR TYPE "S" 1900 PSI UNITS: CONCRETE GROUT 3000 PSI ® PORCHES AND BALCONIES REQUIRED.(FBC 1816.1.4) 1 1/2" TO FORM SECTION 1014 MASONRY WALL CONST. AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION ❑ HANDRAILS - SECTION 1007.5 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O ❑ GUARDRAILS - SECTION 1015, 1019.9 0 REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816.1.5) WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR STEEL: SHOP AND FIELD WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ❑ STAIRS - SECTION 1007 Ic v 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (Pm = 1500 PSI) REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS ❑ CHIMNEY &FIREPLACE ( 0 F, cr, a� WITHIN V-0" OF THE STRUCTURE SIDEWALLS.(FBC 1816.1.6) 2. MORTAR SHALL BE TYPE "M" OR "S", CONFORMING TO WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. WOOD FRAMING: BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O. SSECTION ECTION 2803-2806 (MAR) � o w N 'm 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION ASTM C270. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES ALL NO. 2 SOUTHERN YELLOW PINE (19% M.C.) ROOF DECK: PLYWOOD C-C/C-D EXTERIOR or OSB ® EGRESS WINDOWS �+ � 1 a1 (Un � 0 W IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FLOOR SHEATHING: 3/4" PLYWOOD (5 PLIES) OR 3/4" T&G ADVANTECH SECTION 1005.4 +, +. 41 � � y en n n � C5 THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED.(FBC 1816.1.6) MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI SLUMP 8" TO 11". WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB 4. ALL OPENINGS SHALL COMPLY WITH VERSA LAM BEAM Fb = 2900 PSI (2.OE) ({ a� 3 01 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT.(FBC 1816.1.7) 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE 2001 FBC WIND LOADS AS STATED U cv U) U '� w 3 DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. WOOD ROOF DESIGN LOADS: BELOW. ATTACHMENTS OF WINDOWS, 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION UPLIFT CONNECTORS TRUSSES: TOP CHORD LIVE AND DEAD LOAD; 27 PSF DOORS, SLIDING GLASS DOORS BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING BOTTOM CHORD LIVE AND DEAD LOAD: 20 PSF AND O.H. GARAGE DOORS ARE TO DELEGATED -zz WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: 'THE BUILDING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS TRUSS TOTAL: 47 PSF THE MANUFACTURER OF THESE ITEMS. THE o '�' z f o g W O 0 S HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MANUFACTURER OF THESE ITEMS W W O W w v� ¢ a 9 z w Z -U z F- TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE OTHERWISE NOTED. MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. NET UPLIFT DESIGN PRESSURE: 20 PSF WITHIN SHALL SUBMIT ATTACHMENTS FOR < Q � Q F- o' � = z u. z z 0 ¢ S a a cn 0 0 �-• w� w 0 a FLORIDA DEPARMENT OF AGRICULTURE AND CONSUMER SERVICES."(FBC 1816.1.7) 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED 4 FEET OF RIDGES, HIPS, EAVES AND BUILDING MIN SITE INSTALLATION. H O' Z w a o w o Q z g v ¢ ~ ~ ¢ a DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD PERIMETER AND 15 PSF FOR ALL OTHER AREAS. SEE ATTACHED SPECIFICATION SHEETS FOR O LL ¢ a -' 0 ¢ �- w (n ►-� w w w HO 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM 7. DUR-0-WALL SHALL BE PROVIDED @ EVERY OTHER NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN MANUFACTURERS DESIGN CRITERIA AND O LU Q F- w Q 2 O Q ¢ O 0 H z � BELOW AND WITHIN 1' 0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, COARSE OR 16" O/C THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS. FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING INSTALLATION METHODS FOR WINDOWS, o TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. WOOD CONSTRUCTION A MAXIMUM OF 10 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL DOORS, SLIDING GLASS DOORS, OVERHEAD (FBC 2303.1.3) 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA DEAD LOAD. GARAGE DOORS, AND ROOFING. "NATIONAL DESIGN SPECIFICATION FOR WOOD 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED CONSTRUCTION", 2001 EDITION. WOOD FLOOR DESIGN LOADS: WITHIN 15'-0"; OF ANY BUILDING OR PROPOSED BUILDING.(FBC 2303.1.4) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR FIELD REPAIR NOTES TRUSSES: DEAD LOAD: 15 PSF 5. ALL DOORS INTERIOR &EXTERIOR ARE WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, LIVE LOAD: 40 PSF 6'-8" UNLESS OTHERWISE NOTED � ( I.E. BLOCKING OR GABLE END BRACING SHALL BE EITHER 1. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY TOTAL: 55 PSF ALL SHOWER ENCLOSURES TO BE 0 SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE SHALL BE BE SUBSTITUTED W/ (1) "SIMPSON MTSM16 TWIST STRAP W/ TEMPERED GLASS USED REGARDLESS OF SPECIES. 3. ANY WOOD FRAME BEARING WALL STUDS THAT ARE CUT (4) 1/4" X 2 1/4" DIA. TITENS TO THE BOND BEAM BLOCK AND (7) 10d TO THE TRUSS FOR UPLIFTS OF 1000 LBS. OR SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF 6. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR &EXTERIOR) AND WITHIN Z O FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH 2 LESS. USE (2) FOR 000 LBS. OR LESS. OTHERS MAY BE VALUE: SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY 18" OF FLR TO BE TEMPERED GLASS. 1--1 SIMPSON HSS2 STUD SHOES,TYP., U.N.O. SUBSTITUTED ON A CASE BY CASE BASIS. SHALL CONTACT (SECTION 2405.2) V) F-1 C) Ln 4. ALL STUCCO FINISH OVER EXTERIOR FRAME MUST BE 7/8" THICK 2. MISSED "T BOLTS FOR WOOD BEARING WALLS MAY BE SUB- THE GENERAL CONTRACTOR THE ENGINEER PRIOR TO OF CO k PER ASTM C. 926-APPLY 3 LAYERS WITH TOTAL THICKNESS 7/8" STITUTED W/ 1/2" DIA. ANCHOR BOLTS SET IN 3/4" DIA. X 6" FOUNDATION POUR FOR VERIFICATION FOUNDATION DESIGN. 1-1 M OVER METAL LATH. DEEP UNITEX "PROPDXY" 300 ADHESIVE BINDER FOLLOWING N ko L M FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8 THICK. ALL MANUFACTURERS RECOMMENDATIONS (OR 1/2" X 6" RAWL STUD EXPANSION ANCHORS.) < 0 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH 3. REGARDING MISSED REBAR IN VERTICAL FILLED CELLS: CLaC Vi t--� EARTH OR CONCRETE TO BE PRESSURE TREATED. DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF G Q 00 *ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS THE OMITTED REBAR, AND INSTALL A 32" LONG #5 BAR INTO r� AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE THE EPDXY FILLED HOLE. USE A TWO PART EMBEDDEMENT "EPDXY " (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED EPDXY ( SIMPSON TIE SET', OR HILTI 2 PART' EMBEDDMENT EPDXY), MIXED PER MANUFACTURER'S Building Data: Index Of Drawings z WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND SHT NO: TLE THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. CONSTRUCTION TYPE -- TYPE VI UNPROTECTED WIND SPEED 123 MPH O A COVER SHEET RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO ALLOW THE EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, (SECTION 608 - FBC 2001) WIND IMPORTANCE FACTOR -- (Iw) = 1.0 SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM WIND EXPOSURE -- "B" (FBC 1606.1.8) Al FLOOR PLAN FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED POUR. INTERNAL PRESSURE COEFFICIENT = +/- 0.55 (PART. ENCLOSED) GALVANIZED OR STAINLESS STEEL FASTENERS. 4. HURRICANE STRAPS MAY BE SUBSTITUTED WITH A STRAP OF A2 FOUNDATION PLAN DOT SODIUM BORATE (SBX) DOES NOT. GREATER HOLDOWN VALUE OR GREATER UPLIFT VALUE IN THE A3 ELECTRICAL PLAN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURERS WIND BORNE DEBRIS AREAS DESIGN WIND PRESSURE: WOOD FRAMING INSPECTION INSTALLATION INSTRUCTIONS ARE FOLLOWED. COMPONENT AND CLADDING) WORST CASE (10 SF -END ZONE) (IN A4.1 ELEVATION I ALL PLUMBING, ELECTRICAL, AND MECHANICAL 5. FOR MORTAR JOINTS LESS THAN OF PROVIDE (1) IN CONC. FILLED CELL EACH SIDE OF THE JOINT (BARR DOES DOES THE METHOD TO SATISFY PROTECTION OF OPENINGS # END ZONE IS ONLY WITHIN T-0" A4.2 ELEVATION II ROUGH -INS MUST BE COMPLETE, INSPECTED NOT HAVE TO BE CONT. TO FOOTING) THESE AREAS WILL BE THE SOLE RESPONSIBILITY OF ALL EXTERIOR BUILDING CORNERS A4.3 ELEVATION III AND APPROVED BEFORE REQUESTING FRAMING OF THE CONTRACTOR. INSPECTION. WINDOWS AND DOORS A5.1 ROOF FRAMING ELEV I THEIR OPTIONS ARE AS FOLLOWS: SEE FLOOR PLAN FOR ACTUAL PRESSURES A5.2 ROOF FRAMING ELEV II A. IMPACT RESISTANT GLAZING A5.3 ROOF FRAMING ELEV III B. APPROVED SHUTTERS A6 INTERIOR ELEVATIONS C. SUPPLY WOOD STRUCTURAL PANELS cn PER FBC 1606.1.4 S-1 FOUNDATION DETAILS o S-2 LINTEL DETAILS S-2A LINTEL PLANS O S-3 ROOF FRAMING (I, II, III) O S-4 BRACING DETAILS C/) > Master Revisions: WALL SECTIONS N =_ ALL WORK SHALL COMPLY WITH ALL S-6 STRUCTURAL NOTES & HANGER INFORMATION _ } PREVAILING CODES, FLORIDA BUILDII �� ' a W 0 DATE DESCRIPTION CODE, NATIONAL ELECTRIC CODE AND S-8 WINDOW &DOOR DETAILS W z z o jT LS ORDINANCES CT OF ZEPHYRHIL S-9 WINDOW & DOOR DETAILS . _ O U 1--1 w O U Z S-10 WINDOW & DOOR DETAILS > ED RF-VIE ENGINEERED PLANS S-11 S-12 WINDOW & DOOR DETAILS PRODUCT APPROVAL INFO co _ N L z a MAY 0 9 2005 ON FILE U > E = "ztso w w m = ~W _ C: ' s �/ UU Z L g w °� Z N Builder oti ce T o C:)a z =X CENTRAL FLORIDA DIVISION, 600 N. WESTSHORE BLVD. SUITE 600 o 0- F_ IT IS THE INTENT OF THIS DESIGNER THAT TAM PA FLORIDA 33609 (813) 769-5277 THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESS- V SHEET NO. ONAL TO CONSTRUCT THIS PROJECT. IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS CLARIFICATION..STOP..AND CALL o coW A UU u1i O THE DESIGNER LISTED IN THIS TITLE PAGE. IT w = IS THE RESPONSIBILITY OF THE LICENSED , /� M ANDOVER PROFESSIONAL THAT IS CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE DOCUMENTS BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE V ♦ O LAST PLOT DATE Mar. 23, 05 In c O .2.005 BEFORE ANY WORK IS DONE. J COVER SHEET N 1 4 0 En 0 40'-0" QWa ll Frarnin La out 1�8" =1�_0�� NOTE: START DIMENSIONING FROM THIS CORNER OF THE O in 0 fo 40'-0" 30'-4" 2'-6" 9'_4" 9'-2" 9'_4" 8'-4'" 1'-4" 25SH 25SH 35SH +34.8/-43.1 +34.8/-37.1 +34.2/-41.8 IT-0" 1T-4" ■ \ DINING ROOM \ 12'-7" X 9'-6" 35SH \ +34.2/-41.8 \ MASTER SUITE VAULTED CLG 0o \ \ 16'-0" X 13'-0" _ TYP. \ VAULTED CLG o 7 \ VAULT CLG. TO 10'-0" ■ \ N > ^ � n-o rN 7 o 1 POT Q N A6 SHELF L26:N rR�SH O.H. CAB. msINtQJ0c T' VAULT �,, _ 0'n a A6 DW 3 -0 I '-2" 6'-9" I O / 14'-0 1/2" %0 d R/SH r O f14a_: 3 � KITCHEN FLOOR A6 10'-0" CLG LINE ■ - 2-2" 1'-5" . r, T-4 8" 1 4'-1 1/2" 4" 1A3SH +35.7/-38.0 6 MASTER BAT 2 POT A6 T VAULTED GLG INOVA5 5/SH lsb, A6 SHELF ■ "' O TUB 1 PAN DPT ARCH r, N o ; o (� -- 31"H DECK Lo u 5/SH REF. A.F.F. B FLOOR UTILITY _ LINE _ 2868 ��,"�� N 2668 c M7 ATTIC 1 c ,. 8 - ACCESS A6 10'-10" 4'-9 /2�0 FLOOR � - F�� - LINE �• PT. OPT N o "" o ■TCURB STOP _ 7:R/SH L — o N HOSE 405 BIB 412" FOYER ■ ------------ LANAI 25SH +34.8 9'-8" X 6'-0" /-43.1 8'-0" CLG V-4"I 8'-4" ■ 8068 S.G.D. +32.8/39.0 ■ / 6 / S-2 8'-0" PLATE HEIGHT WHICH VAULTS UP TO 10'-0" I - �o GREAT ROOM 12'-8" X 16-10" 1 VAULTED CLG I V-7" i_ 11'-5 1/2" VAULT CLG. TO NP 10'-0" 2 s-6 1 BEDROOM #2 12'-0" X 11'-4" 1 VAULTED CLG 3'-11" I i 2'-0" i T-1 1/2 im DRYER VENT THRU / VERIFY 10' 0" 00 FLOOR LOCATION IN FIELD W/ BUILDER HOSE BIB co (V SH25 +34.8 /-37.1 25SH +34.8 /-37.1 0 C 25SH I N +34.8 /-37.1 1 Ln ROOF MAX LGT 25'-0" CLG. N LIN� HANSON BOX @ 36" AFF FLOOR o LIN 5068 !3 14A.1 S-6 LINE � co 5/ — -- N — — — 41/2" 4 cxj ko SH R/SH 10'-10" 10'-111/2" 5068)6 4-9 1/2" n' 7' ¢ A6 i6 WALL BEARING WALL DEN/BEDRM #4 - -,^y TEMP FLOOR 1 ¢ 22SH " " 10 -7 X 11-10 25SH 30 8 A6 'i 0 � +35.7/ 10'-0" CLG +34.8/ +34.8/ LINE Ln d J -38.0 -37.1 -36.8 1 1 ^ 2868 ■ 7 7 1/2" 3 S-6 3�_5 — —47 R/SH S-2 c � -----, ---- ■ ■ 7 1/2" ^ N N 5068 'Q ENTRY ,°0, 12'-4" ■ ATTIC ACCESS ■ ■ CLG. LOCATE IN FIELD BEARING 2 1 i 22" X 36" MIN s-2 i WALL 2" " 4'-8" 1 VAULT S-2 3-7 LINE ■ GARAGE 2 I BEDROOM #3 ■ 8'-0" CLG S-7 11'-9" X 14'-11" ■ °i VAULTEDI CLG M 1 ^ r4 En — — — — _ — — — — — _ ♦ / I 5 F 25SH +34.8/-37.1 1 V-0" 4'-2" O ■■ 16' X T O.H. GARAGE DOOR +31.1/-36.4 ■ ■■ ■ 2'-1" 16'-0'" 2'-1" 6'-8" _ 4'-0" _ T-2" _ 4'-0" _ 20'-2" Floor Plan 1/4" = 1'-0" 40'-0" co 0o 50 q 0 BATH #2 VAULTED CLG GENERAL NOTES: THE FOLLOWING SHALL COMPLY WITH THE FBC (2001) PORCHES AND BALCONIES SECTION 1014 HANDRAILS - SECTION 1007.5 GUARDRAILS - SECTION 1015, 1019.10.9 ❑ STAIRS - SECTION 1007 ❑ CHIMNEY & FIREPLACE SECTION 2804-2806 (MFGR) SECTION 2113-2114 (MAS) ® 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 SAFETY GLAZING IN HAZARDOUS LOCATIONS REFER TO SHEET "S10" FOR COMPONENT & CLADDING PRESSURE DESIGN TABLE WALL LEGEND FRAMED WALL INTERIOR BRG. FRAME WALL 2X6 WALL MASONRY WALL MASONRY SHEAR WALL MASONRY SHEAR WALL DOES NOT SHOW FURRING ■ INDICATES #5 VERTICAL IN CELL FILLED SOLID 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 LIVING 1721 GARAGE 599 LANAI 58 ENTRY 38 TOTAL 2416 W 'him U z W9j _ N U m O o S N V' 7 � z op �� � W OO C W ttoo m o m p) U LL US 's w ���0)N F--W 00 OWJ Q 0m�ao�m OD m� >� 0 Ld o ��.� W ��� U®_ 9z_ zQ U N3 J d J C X UOE 20 Ze �L 0 a w 01= 0 8 z =a H� Z L N N OGC O L 1 (f) N — Lo } aZE2 W Ln U O W c— p W O O W Q zLu O ^�^♦♦ W L = f Q U o u �zo= m w Q = V) O�w W Q aZ O z �Q OO Z �g U SHEET NO. 0 z — 0 Wc 00 L w Ln 2 Ln i o D Ln +� MarT23,005 ATE o O z 0 FLOOR PLAN 40'-0" � W � a NOTES: �p� �� o 30'-4" 91_81, 1. ALL CONTROL JOINTS U ; z vi MUST BE SAW CUT AS SHOWN 22 OR PER ASTM STANDARDS WITHIN Z eV z o ig 0 ? o!> 2'-2" 24 HOURS AFTER CONCRETE PLACEMENT. om o 3'-10" 5'-6" 3'-10" 5'-4" 5'-2" 4'-6" 8'-8" 1-0 Z O N N N (n ■ INDICATES FILLED CELL FROM FTG ° of $ UP TO TIE BEAM W/ GROUT & 1#5 ROD W m o o> 3 VERT. @ ALL PLACES SHOWN Zx M..°' w ~ Z us } S-1 FD 5 0 —v) . vc 5i Ice 0 a. C 0 0 R us cn FF— 19 I I■ I N I a � a of 80 ,I I ■ 11 1 1 I - 0'-3E1 E2v" STEP I DOWN 3.5" I 9 c� / _JI I I ■■ nl II B I I RECESS @ I N In S.G.D. 15 I I ■ S-1 I ■ i 10'-3 1/2" V-4"Ir _ M TYP. i ELEV S-1 0'-0�� 19'-10" 20'-2" I ■ L 4- 0 �^ v y ■ I °� TYP. I 1 "jj- � LJ , �o O w N bAcr) O °°� 3 1/2" 2500 PSI CONC. SLAB W/ 6X6 1 I , n & m 10 10 W W M CHAIR SUPPORTED S-1 'd o O/ PER FBC, OVER 6 MIL VISQUEEN I t 3,, o VAPOR BARRIER & TREATED FOR O TERMITES I■ U cl m U� R4 3 LL^ I ' Ln to Y Z 20 LU (W', W a=IW65�W �g � Fv I I 2'-9" 2'-7" 3 -5 1/2 9'-4" 19'-9 1/2" I■ lit 0 F- O�� o V O o "�[ o W� a ■I6LAVLAV TULU B c= I d0 Z a�< 9LU C:) W�¢Q REF. I 2 0 a LU Q � ¢ � � Z 4'X4' A/C COMP PAD 3.5" CONC. SLAB ' (VERIFY LOCATION IN FIELD W/ L— — — — — 0 0 BUILDER) iO I II I r FL }-}W 3.5 I NOTE: PLUMBER TO VERIFY LAYOUT 0 STEP & DWV SIZES BERFORE DOWNI I CONSTRUCTION BEGINS 5._6„ _ II■ �W I F3 ■ I C) CURB 11 OPT. I = = z Ln �-q S-1 ��� III o - 0 " HB 1 I I 1 111/2 m Ln c 'Q 1 in L� 2X6-WALL 2'-8� IL E H � 0 L.n 20'-5" 12'-1 1/2'° 2'-10" I ■ > l0 1 60 I- - - -� - I LT � _ Q o� ro BEARING WALL 3/4" DP X 9" 4 ABV WIDE RECESS STEP I Q ■ I II S-1 DOWN .I--- ■ ■ ■ ■ LAV z I I ■ W/C I I I I 11 I TUB N o 3'-5" 11 0 71/2" 7 1 2' I; ■ I _---------='J I I I I I ■I II I \SI Ln o I ELEV � I I (-) 0'-3 1/2" N I I I ■ I I II_ I OP En Ln SLAB LINE 8 3 I I I I I = Ln 10'-6 1/2" 9'-7 1/2" 2� 04'-8" I N I 11 I II TYP. � � I i II Ln CONTROL I■ I I I - S-1 j JOINT I I I III O En o0 O I I 1 1� I I II 1 cp 4 — LU coo ZZ S-i 49\ r '>�1 ) _— F— D rW s ' I I NOTE: PROVIDE 1 1/2" DEEP X 13" I I io cn N z a a WIDE RECESS FROM EXT. FACE OF I BLOCK INTO GARAGE I M L W = m H w THICKEN SLAB @ GARAGE DOOR J Q = O S-1 a < f 2 -1 16'-0" 2'-1" W O � w aZ 20'-2" 6'-8" 4'-0" 5'-2" 4'-0" Q Q O Z 40'-0'° O a 0 SHEET NO. 0 00 z W Foundation Plan 1 ►� _ w A2 D N Ln CD �--r MST 2P3LODT5DATE z 0 J FOUNDATION PLAN FOOTING SCHEDULE O MK. # SIZE REINFORCING DEPTH Fi 2'-0"X2'-0" 4 #5 EA. WAY 12" DEEP NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44"AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 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 2 1999 EDITION 6. ALL ELECTRICAL IN THE SLEEPING ROOMS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER 2002 NEC METER SOCKET E #4 CU TO COLD WATER PIPE & DRIVEN GROUND ROD. ELECTRICAL RISER DIAGRAM SINGLE PHASE 200 AMP BREAKER PANEL NEMA 1 30 CIRCUIT 1 1/2" RIGID NIPPLE WITH 2 #1 AND 1 #3 CU THW CONDUCTOR BY POWER COMPANY NTS ROOM ci- GFGI NOTE: ALL ELECTRICAL OUTLETS WITHIN 3 FEET OF WATER, GARAGE AREAS, OUTDOORS, AND AS SPECIFIED BY CODE MUST BE GFGI OUTLETS. NOTE: ARCH FAULT OUTLETS REQUIRED IN ALL BEDROOMS AS SPECIFIED BY CODE. NOTE: ANY CONFLICTS BETWEEN LOCATION OF MEGHANI GAL FIXTURES ON PLANS AND ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION U Z W gz Wmo o" 0) N Z x •-• ao o 0° Z W �..°Dw o �- J ago.. 0 :° a w Z ZZ N w O � S 83Z m w o a ym m >am V w 18 w F WF 3Z z 0 �0,0 �,a Z. UoE N e �6 o oc c I� O v � u cu cz O w y� a au (u t �r � � ���,�0 UcucnU�rS.� 3� cn z z u- QU d0Tz-mz0 FwWmYODYQw pZ) d Ev¢ �a W W�aJ�a tL aa�Ozaooaa U Ln 3 O 0 ko O Z V) ri O��N > m cl00 Mko z 0 ko ELECTRICAL LEGEND \ ® ■ SINGLE POLE SWITCH SMOKE DETECTOR 6'-7" fV t2 DOUBLE POLE SWITCH BEDROOM #3 N ° 3 THREE-WAY SWITCH FLOOD LIGHT 110V CL G MNT. O t4 FOUR-WAY SWITCH OUTLET - O FLUORESCENT LIGHTING $DM DIMMER SWITCH - _ _ _ _ _ _ _ _ _ _ _ _ _ ' CEILING FIXTURE n ■ I ( c N - SCOUNCE ( WALL MOUNTED) c OPT. CLG. FAN PREWIRE I } Z FIXTURE I � w , ^ Z cn 110 VOLT DUPLEX OUTLET U I ■ ■ �+ / W 0 p 1 O �UV 110 VOLT SPLIT SWITCHED OUTLET IM w I �> Z DOOR BELL CHIMES O_GROUND FAULT INTERRUPT I � (� (� � W DOOR BELL �- c^l)♦ o a WP WATER PROOF W/ GROUND FAULT DID ■ ■■ ■■ ■ � i L � w = 220 VOLT OUTLET O DISPOSAL �_ ' i W\ Q9 O- ® SPECIAL SERVICES OUTLET L� DISCONNECT SWITCH 0 4-J 13� Z = i LTVJ OPT. T.V. CABLE OUTLET SP PREWIRE SPEAKER a z 3 L OPT. TELEPHONE CABLE OUTLET O Z 3:i a10-z, 3 )UNCTION BOX W U Z� O Q N❑ T.V. CABLE OUTLET TO THERMOSTAT Z oF=- z . TELEPHONE CABLE OUTLET O LOW VOLTAGE LIGHTING o OR RECESSED LIGHTING I C INTERCOM SYSTEM C.) SHEET NO. WATER PROOF Q PREWIRE FOR GARAGE OV RECESSED LIGHTING ® DOOR PUSH BUTTON M w W 0 BATH FAN 1 Electrical Plan wA3 o M BATH FAN W/ LIGHT 1 / 4 �� —1—��� N Q 0 LAST PLOT DATE N zO Mar. 21, 05 O _J ELECTRICAL 12 5.9 Rear Elevation III 1/4" = 1'-0" 12 5.9 4'-0" OFF RIDGE VENT 12 5.9 4'-0" OFF RIDGE VENT DECORATIVE CEMENTITIOUS = FINISH _ Oo = 0 0 35SH 25SH Z 25SH 4'-0" OFF RIDGE VENT 12 5.9 ELEV AT 8'-0" 1ST FLOOR T.O.M. ELEV AT 0'-0" FISRT FLOOR 4'-0" OFF RIDGE VENT 4'-0" OFF BANDING NOTE: ALL BANDING TO BE CUT BANDING BANDING ` BANDING AND SCORED Front Elevation III 1/4" = 11 -0" ELEV AT_8'-0" 1ST FLOOR T.O.M. o DECORATIVE jZ I 1A3SH CEMENTITIOUS 00 = I FINISH 0 35SH Z ELEV AT 0'-0" Alk - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FISRT FLOOR Left Elevation III 1/4" = 1'-0" ELEV AT 12'-4" ENTRY CEILING ELEV AT 8'-0" - IV 1ST FLOOR T.O.M. ELEV AT 0'-0" FISRT FLOOR A/C PAD A'_n" /1CC 22SH DECORATIVE o CEMENTITIOUS 00 FINISH 5S o 1 25SH 25SH 25SH 25SH Right Elevation III 1/4" = 1'-0" ELEV AT 12'-4" Alk ENTRY CEILING ELEV AT 8'-0" Adk 1ST FLOOR T.O.M. ELEV AT 0'-0" FINISH FLOOR NOTE: EXTEND ROOF OVERHANG 6" (MIN) INTO ENTRY WAY (OR 1/2 THE DEPTH OF ENTRY COLUMN IF GREATER THAN 6") TYP. OVERHANG @ ENTRY N.T.S. 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 LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 2001 SECTION 2309.7 OFF RIDGE VENTS SOFFIT VENT LOCATION (SQ. IN.) (SQ. IN.) 1 st LEVEL 312.0 1338.24 ROOF GARAGE 104.0 472.0 co NpG'.'.•' Nfi�` ? z 2 0 r► o � °!s #: w a: Vr z zo W9 N� ��� z � V C� z .Ot ON < • w C-2 0)�j 18 o;g pc w�'n-mwlo Z n^CD C z ~ww ILN 00 pp E! X m �� z Ld -� •• ' w g ~ Z > - 8 0 Z a -� c x O UoE ZN o -I C9 O ° a �` q N-N ct em �6 N � z z 0 v o v Lo nLo M 000' t",-10 vo•.. �� 30 yN UNcnUc r 34t a 'zz z ui � Q O,0 o°o zo�z0Luoa w �w mum g �aZ�"¢ a o z Q�Q�W�0WW�aQ �Q�Q0, 0 0 Z u- O O l0 c) Z V) rl ON 1-4 0 L- M i M � a Q 00 E R. Z O O 110 Lo W NLn OI..L O L 1 V N = L� _ Q Z ZV) O U -ZZ Woo .� O w -> N z W Lo Q� L UWJ U > E (3 Lu O � ZO Q O�w� w Z o Q Z �¢ H � aoz g �C U SHEET NO. z O o w co WLOA403 V) =) Ln N LAST PLOT DATE N z -0 Mar. 21, 05 O J ELEVATION III Wo 40'-0" Inf_dff 0r_Qrr - Q W to � 0 O U_ 00 R O I Y LO flo M. N N N co ENTRY BEARING AT 12'-4" BEARING AT 8'-0" 8'-0" CEILING HEIGHT VAULTED CEILING AT 2.5/12 10'-0" FLAT CEILING ENTRY BEARING AT 12'-4" APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG HEEL HEIGHT = 2x4 STD. BOTTOM = 2x4 WN. 12 TOP = 2x4 MIN. F% o EEPP- TRUSS END DETAIL Truss Notes: THE Floor and ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGNS ONLY. Final floor and ROOF TRUSS LAYOUT TO BE DEVELOPED BY TRUSS MANUFACTURER. If FINAL TRUSS Layout LAYOUT Drawings DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, SAID TRUSS MANUFACTURER'S DRAWINGS SHALL BE REVIEWED AND APPROVED BY design styles, inc. and the ENGINEER OF RECORD prior to CONSTRUCTION. TRUSS MANUFACTURER TO verify adequacy of all specified Ivl beams and make any adjustments necessary due to final truss design or calculated reactions. All modification to be reported to design styles, inc. and the engineer of record prior to construction. Electrical & hvac layouts are based on these framing layouts. Any deviations are to be approved by design styles, inc. prior to construction. typical truss connectors 1. ALL CONNECTORS ARE "SIMPSON, Strong -Tie". 2. USE MTS20'S FOR roof TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ CS161S. 4. USE HHETA20 FOR roof TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HHETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. Design Styles, Inc. and THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER final TRUSS INFORMATION IS SUPPLIED from truss manufacturer. TRUSS LOADI G CO DI710 S ROOF TRUSSES I FLOOR TRUSSES TOP CHORD DEAD: 10.0 ITOP CHORD DEAD: BOTTO CHORD DEAD: 10.0 BOTTO CHORD DEAD: VA TOTAL LOAD (PSF) 40.0 TOTAL LOAD (PSF) N/A N fF� z .;; ow d W Ci z 6A g o d 2 Ln z op ONO W_�. U W O J cli W W mMoo>r� �r,�o��N F--w R � z x �Go oc � a Z W O ��w �Oz 'Az z J a o .. OcEm 09 x je Ln z�c NW W Z =�S �� z� mo I~ 0 v v 0 w 3� Q) wP!� UNMUP�w v, z z W w ITQn0� �5 Q Q U dx2zLLItzCoe �E �W a a'0YO0Y OCAS o w d 0 Z Q�a�WpWw�aa THIS TRUSS SYSTEM MEETS THE RDMDA BUILDING CODE,� 1 ASCE 7-98 BIND LOAD CRrrEIA, TRUSS LOADS GENERATED B_Y �1 IM NDs, USING 3.0 PSF TOP DEAD LOAD AND 3.0 PSF BOTI CHORD DEAD LOAD, 6.0 ILES HURRICANE OCEANLINE, CAT. II, EXP. B PARTIALLY ENCLDSb BUILDING WNDITION, IV, SHOP DRAWING APPROVAL MENU THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT�USS UST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. 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. ANDOVER 2005 ELEV. III N.T.S. 111/04/04 I STB J USSUNNY3 LO N 0 1 N LO I LO w O z z z _o SI- m • o LA�33 LAST PLOT DATE O Mar. 21, 05 J ROOF FRAMII ELEV — III O O 110 2 O Z V) ,T—i IN 0 � � N >m�� Q M 0000 E Z 0 ko Ln 0 CD CV E o 41 to Q NO. QLU Z Z W � =W 0 a� w 0w LULU m� o� Zo Z� �LU z �Q Ine 0 LU O LU V) m 0 N 0D f vQ1 z Slz39 ki— & ig t0 KZ OD ON amW O N L J col _18 - rn A °' o 3 1/2" SLAB N c >.e W.W.M. (VERIFY) Z Ld GY_ M _v) ��L goo p �w Z ycz Z t N 3 - SEE FND. PLN 3/4" X 9" RECESS J o_ ' o " y c F.F. _ GRADE iV FINISH FLOOR LEVEL M 3 1/2" SLAB F.F. FOR STEP DOWN HGT (TYP 3 1/2") W.W.M. oc o v 8 w a �`Q 8� —I III —III III III _ W.W.M. w z x �� c26- S o �—III—III III —III III N W.W.M.PORCH F.F. Z _ • III —III —I —III —I N —I I I —III i __ o a —' F (1) # 5 REBAR _ I� —III—III—III - 16�� 2) #5 N III- �. ..� . (z) # 5 REBAR _ __ III —III '� REBAR 16° —III—III—III—III III III I' 1 SINGLE STORY FTG to"2SECTION @ GARAGE 3 THICKENED EDGE 4 STEP DOWN @ ENTRY S-1 BEARING SCALE: N.T.S. S-1 1 STORY SCALE: N.T.S. S-1 SCALE: N.T.S. S-1 SCALE: N.T.S. O Ic ci LO m '4 roCIO O F+- FRONT WALL c� CD OF GARAGE N N PROVIDE 1 1/2" DEEP X 13" WIDE U cn U r� RECESS AT GARAGE PROVIDE 1 1/2" X 5 1/2" RECESS DOOR. 4" X 8" X 16" CMU FOR (2) PANEL UNITS W.W.M. 1/2" EXP. JOINT TILE SILL BY TILE CONTRACTOR PROVIDE 1 1/2" X 7 1/2" RECESS � Z o z z O � O f O S r ALIGN DRIVE W/ GAR. (RAISED OR FLUSH) FOR (3) PANEL UNITS AT SGD LOCATION W Lu W W � O a in O m � Z I w o w BOTTOM OF (> Q H Q FIN. FLR. RECESS &PITCH 2-#5 REBAR W.M. .� W.W.M. F aao�Zo�wO�doa M o o Y o DRIVE 31/2 �� r� F.F. W.W.M. dp Z Q~wo�L�R�w��a O'0"FIN. FLR. Qa>as ¢xOZ o ��cr III III III — - 31/2„ o ., LL o -III ' • :=1 1—=----- III- 3 1/2" CONC. DRIVE- W/EXP JOINTSI_I — — III—III=I I- '\10' O.C. TYP. 0 4" 16" 16" �: f —III-III- O 16" 2 # 5 REBAR '(2) #5 REBAR 9 SECTION @ GARAGE DOOR 11 STEP DOWN BRG. 13 SECTION @ SHOWER 15 S.G.D. SILL DETAIL O S-1 SCALE: N.T.S. S-1 SCALE: N.T.S. S-1 SCALE: N.T.S. S-1 BEARING SCALE: N.T.S. Z (A rl 1 STORY 0 ,-� N ~ m O Ln ~ N M �O 0 i fM a0 M Q00 Q r-1 FOUNDATION NOTES GENERAL MASONRY NOTES: E 3) SOIL: 1. MASONRY UNITS: 1AW ASTM C90 z 3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. (VERIFY BY CONTRACTOR ) 2. MORTAR: TYPE M OR TYPE S lAW SBC TABLE 1402.SB IS 4) CONCRETE: REQUIRED TO BE TYPE M OR TYPE S O CD 4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: two2500 PSI (NORMAL WEIGHT). 3. GROUT: 3/8" MAXIMUM AGGREGATE, 8" - 11" SLUMP 4.2 REINFORCING BARS: ASTM A615 (GRADE 40). 3000 PSI OR ASTM C476 4.3 WELDED WIRE FABRIC (WWF): ASTM A185. 4. CONCRETE: 2500 PSI MIN. COMP. STRENGTH AT 28 DAYS FOR 4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. FOOTINGS: 2500 PSI FOR SLABS ON GRADE 4.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3" 5. REINFORCING STEEL: GRADE 40 MIN. AND IDENTIFIED IN BOTTOM AND SIDES. ACCORDANCE WITH ASTM A615, A616,A70 4.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK AND DRIVE SLABS) 3 1/2" THICK MIN., REINFORCED WITH 6X6 - W1.4 X W1.4 WWF AT MID -DEPTH OF SLAB. 4.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 4.8 LAP SPLICE 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 O_ 104.2.6 ; 104.2.7 ; 1403.1.6, 1503.4.4 ; 1816 ; 1916.7.5 ; 2303.1.4 & 2304 N ODC O L 1 (j) N - LO i z � 1 aW � O UWoo coo •_ > O F LU _ N zLU aa L LLI < U E =m=Lu Hw r 0 4-1 Zoo -0 Lr) >_Q�Ln Q o��o W aW Z Q OZ �¢ Z OO �g U SHEET NO. 0 g zM W w x uisi V , D D 0 LAST O 21, 05DATE z 0r. j — - — 20" MIN. LAP �- #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE 25" MIN. LAP #5 REINFORCING BAR #5 LAP SPLICE 36" MIN. LAP #6 REINFORCING BAR #6 LAP SPLICE 4 TYPICAL REBAR SPLICE DETAIL S-2 SCALE: N.T.S. #5 REINFORCING BAR 10" #5 STD. 90 HOOK SCALE: N.T.S. PRECAST "U" LINTEL W/ 145 CONT. IN HURRICANE ANCHORS (TYP.) GROUT @ OPNGS. 6 -0 & OVER. PRECAST "U" LINTEL ALL OPENINGS SPLICES 25" MIN. UNDER 6-0". LAP (ACI 530) 10" HOOK (TYPICAL) � �ff i mIwi �"!M—mw� W�� mI� IFS is EBAR BOTH SIDES FOR nj ffoM OPENINGS 6-0" OR MORE INN OWN 111 m m lam Not m m mill m m 1100 m 1 =I m m 11m, m m Film, 11 m mm� 1 m m III m m 1 ION • d d � d • d LSEE FOOTING DETAIL I SEE FOUNDATION PLAN TYP. MONO. FTG. FOR LOCATIONS U a a g in N BLOCK WALLIREINFORCEMENT ---- EXISTING U-BLOCK W/ 1 #5 CONT. RETRO-FIT FILLED CELL DETAIL RILL 3/4"X 5" MIN. HOLE -T BAR IN EPDXY 4P TO PREVENT LEAKAGE 5X6' EMBEDDED INTO (ISTING U-BLOCK LINTEL :LL CELL FULL HEIGHT W/ 3N-SHRINK GROUT 5X6' EMBEDDED INTO (ISTING FOOTING ULL 3/4"X 5" MIN. HOLE T BAR IN SIMPSON ET' EPDXY OR EQUAL XISTING FOOTING NOTES: (1) IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. (2) FOR PROJECTS IN HILLSBOROUGH COUNTY, ALL FILLED CELLS MUST BE WITNESS BY A LICENSE INSPECTOR OR AN ENGINEER. STD. 90 HOOK (TYP.) TYP. BOND BEAM 8" X 8" X 16" K.O. LINTEL BLOCK FILL W / GROUT & 1 #5 DIA. REBAR MIN. LAP 25" (ACI 530) STD. 90 DEGREE ANGLE W/1 #5 DIA. REBAR MIN. LAP 25" (ACI 530) INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. LAP 25" (ACI 530) 8"X8"X16" C.M.U. TYP. DOWEL 25" MIN. LAP (ACI 530) SCALE: N.T.S. SCALE: N.T.S. LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & GROUT MIN. 25" LAP SPLICE (ACI 530) 3 1/2" 2500 P.S.I. CONC. SLAB OVER 6 MIL V.B. OVER CLEAN COMPACT. TERMITE TREATED EARTH FILL REINFORCED WITH 6X6 W1.4XW1.4 WWF - NON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. 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) TOP OF SLAB d ' d a *-2 NOTE: SECTION BETWEEN DOWN RODS ARE CONSIDERED SHEARWALLS UNLESS OPENINGS ARE BETWEEN THEM. TYP. SHEAR WALL SECTION 9/16/03 TH INSTALLATION OF WINDOW BUCK STRIPS - 1X3 (MIN). GLI STRIP W/ADHESIVE SEALANT & SCREW W/3/16" X 2 1/2" PH FLAT HD. " fAPCON" SCREW N 4" FROM END & 16" O.C. EXT. FINISH DRIP EDGE INSTALLATION OF S.G.I BUCK STRIPS - 1X4 (MIP STRIP W/ADHESIVE SEA & SCREW W/3/16" X 2 1, PHILLIPS FLAT HD. 'TAP SCREW MIN. 4" FROM El & 16" O.C. TRACK - FILL ALL HOLES W/1" X #8 ST. STL. SCREV W/PLASTIC ANCHORS SEALANT MASONRY OPENING S.G.D. INSTALLATION 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 TYPE S. 5.4 ALL BLOCK CELLS AND CAVITIES BELOW GRADE SHALL BE FILLED WITH CONCRETE WHEN STEM WALL IS GREATER THAN 24" TALL ABOVE GRADE 5.5 FILL CELLS SHOULD BE LOCATED AS INDICATED ON FOUNDATION PLAN. 5.6 LINTELS SUPPLIED BY APPROVED MANUFACTURER: 1) FECP/CAST-CRETE CORPORATION 2) POWER CONCRETE 3) ALLIED PRECAST 4) LOTT SCALE: N.T.S. BLOCK LINTEL 1/2" DRWALL BUCKSTRIP - 1X3 MIN (WINDOW) 1/8" SHIM SPACE MIN (SGD) WINDOW/SGD SEALANT BACK OF JAMB 1 1/2" RECESS IN SLAB SLIDING GLASS DOOR SCALE: N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. lip SIMPSON SP4 W/6 - 10D STANDARD HOOKS W/25" MIN. SPLICE TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. 8" C.M.U. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 2" X 4" P.T. W/ (3) 1/2" X 8" "T BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS (8) 2 7/8" HILTI TIX-DNI NAILS so oft Z oww w L4 CEO R a fi F U z 39 go dm•� c� z ON ��� w N p°°j1�o 182 no: 1� -;zj+ Lu - O i z w w J G,2 J�_ LL OBM m Z ` O LLI p N'�! OD w s � o z t0 y e Z N Q J a J c UoE zm x a w pt w8 By =aS �S �� Zz O v, v m v O 000' o w ;-4 ZCD Morn L� c�NN 30 u64USUl~P� 3 N z z W W W �rZ°Z°g�� QQ U j65�f zLLf_z° a � d w a Q W 0 Y X O Q cyo Z<UELu LuwLQ 0<> ts 0 <�poZ ce O Z LL cl FRAME (EXT./BRG./SHEAR) WALL TO MASONRY CONNECTION DETAIL J 1/2" 0(8" "J" BOLT @ 40" O/C SHEAR = 61 PLF. SCALE: N.T.S. 1/2" 0(6" EXPANSION ANCHOR @ 40" C/C SHEAR = 61 PLF. 8/01/03 2-7/8" HILTI X-DNI NAIL @ 12" O/C SHEAR = 140 PLF. 1/4" A 3" TAPCONS @ 16" O/C SHEAR = 198 PLF. TYP. 8" BLOCK WALL 1 X P.T. W/ 3/16" X 2 1/4" TAPCONS @ 18" O/C MAX. & 6" FROM CORNERS MAS. WALL EXT. DOOR JAMB 245X6' IN CONC. FILLED CELL .. O 4" ±SAWCUT -� SECTION 0 SCALE: N.T.S. SCALE: N.T.S. C) O z O-0�N M a ILL M p- 00 Q E z 0 CD l� IUD V) N N OoC O N = .(D > C:)__ C F T—to - N �° E F �v o2 c W C Z OO z g � NO. Z OSHEET WM w S2 >Lo N LAST Mar. PLOT 21, 05 DATE z O J Z w V) z OOO zLu 0 Q �a �Q wj =w ~O 0 _ COEn 5 L ww z z Q f a Ime OU w f O V) D U) 0 N ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI COMPRESSIVE STRENGHT = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF 2. SHORE FILLED LINTELS AS REQUIRED. CONCRETE MASONRY UNITS. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 AND/OR STRUCTURAL DRAWINGS. 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT AND 03-0605.04 ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND GROUTING. 11.THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR OTHER APPROVED COATING. OR EXCEED L/180, 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE OF LINTEL CAVITY. FOLLOWING EQUATION: 7.7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM APPLIED VERTICAL LOAD APPLIED HORIZONTAL LOAD STEEL FOR MECHANICAL ANCHORAGE. SAFE VERTICAL LOAD + SAFE HORIZONTAL LOAD <1.0 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 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7.THE DESIGNER MAY EVALUTE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8. FOR COMPOSITE LINTEL 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: T-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES FOR GRAVITY, UPLIFT &LATERAL LOADS AST-4499" 4 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 BF8 OB 8F12 OB 8F16-0B 8F20-0B BF24-0B 8F28-0B 8F32-0B 8F8-1B BF12-1B 8F16-IB BF20-1B BF24-IB BF28.1B 8F32-lB 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 1 7547 36 7342 19 8733(19),10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 1181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 3 8825 14 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8461 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 Q 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 1 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 1 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1 1047 1 1285 1399 24'-0" (288") PRESTRESSEDNR N.R. NR NR NR NR NR NR 129 250 450 654 884 1092 1 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS CAST-CmerE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RU6 8RF10.1B 8RF14.1B 8RF18-1B 8RF22-1B BRF26-lB 8RF301B 4'-4" (52") PRECAST 1635 PRF16LENGTH 3355 3280 4349 5421 6493 7567 3699 5206 6639 8060 9479 108934'-6" (54") PRECAST 1494 3063 2992 3968 4946 5924 6904 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060(39).7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 1 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1 1568 2253 3129 4091 3146 526 999 1 1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <^mr-CRi,,� ^'' � SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REIN*. CMU 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 1V-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED 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 C�T-CR�� SAFE LOAD PLF TYPE LENGTH 8RU6 8RF6 REIN*. CMU 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-4491NTA SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BF81T 8F121T 8F161T 8F201T BF241T BF281T 8F321T 8F8-2T 8F12-2T 8F16-2T 00-2T 8F24-2T BF28-2T 8F32-2T 2'10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 1 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 1 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (40") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147419 181 15 2152 16 2494 1 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 MIS) 118 1 1458 15 1732 15 2007 1 530 686 1183 1526 1865 2204 2544 1V-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 = 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 L 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 9D9 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 46011 56711 65411 142 230 369 531 713 903 13 104613 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 86113 99713 24'-0" (288") PRESTRESSED 124 1 175 267 10 341 10 416 10 1 491 10 566 10 124 1 200 316 1 450 600 MI 75612 87513 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS CAST-*RET! SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RFfr1T 8RF101T SRF141T 8RF181T 8RF221T 8RF261T BRF301T 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RFY0 2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 S 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. 6 xJ F GROUT m 00 z w_ #5 REBAR AT BOTTOM Ln LA '�° OF LINTEL CAVITY O O O BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 8 NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16I-1B/1T f NOMINAL WIDTH J NOMINAL HEIGHT -J L QUANTITY OF #5 REBAR AT TOP LINTEL PLAN LINTEL SCHEDULE �0 - 0_ 0 0 0 O O QC C O O O O 8RF14-0B/iT 8F16-0B/iT 8F16-lB/lT D F G 2 w nti r:� L z ?5W9 C9 N to S c-, go z O ` d4 W mcrnM S�j R N W Lu z T M� CD N HZw pp � W p v� W gtz -z h '��,' p J a-J x -ie $0 �g 0 aLn � � ct e- H F e S2 ziE F F G z =�s cno ",a O D UF 0 5 0 ON V O L0 m m O oo' o r� inn �m i O O U cn u 3 rwRz .0 zo W Lu 0 OS2Q LuLu QoIiWff3:W6Z 6 V:5UX Zu.f �z0W ¢ dQ 0 _gapaW�azoLu 9O LL z ¢OLu9QPCQTOO 2a0 0� g N O O L • > -4-a T- U) �- U L4 d 8 0 CD 4-' o ZLnn�� ON > M F" Q L ' G •�--i to f Q00 z 0 l0 Ln 0 N � W E > (L) W `� n � v O Z H OQzQ a U SHEET NO. 00� W S2A Lo N LAST PLOT DATE O Mar. 21, 05 J w 00 tz5 G �a �Q w~ �w O 2 O= or � wU_ z z Q a ce O w i O V) Ln 0 N 2X4 SPF BLOCKING @ PANEL EDGES - NAIL SHEATHING @ 4" O.C. STAGGERED w/ 8d 2x4 SPF CROSS BRACE @ 48" O.C. - NAIL w/3- 10d AT EACH END & AT CROSSING AT 45 ANGLE CONTINUOUS 2X4 SPF SPANNING (4) TRUSS BAYS (8 FT) NAILED TO 2x4 BLOCKING @ 4" O.C. w/12d & 2-12d TO CHORD 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX. DROP GABLE END TRUSS FOR O.H. GREATER THAN 12" LSTA18 - STRAP BLKG. @ 1st TRUSS TRUSSES NOTCH BLOCK @ PLATE TOENAIL w/ 3-16d 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 C1002 FOR FIRST 8'-0" FROM END WALL @ 4" O.C. (TYP) GABLE END BRACING w/o VOLUME CEILING SCALE: 3/4" = 1'-0" GABLE END BRACING DETAIL 4 BAYS 2x8 PT PLATE REV. 3/04/04 TH MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 1ACE W/ 10d @ 4" O/C SCHEDULE ON S3 FOR SIZE i LOCATION) GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE S' NOTES FOR WIND SPEED SPECIFICATION 2X4 LOOKOUT RAFTERS @ 24" O.C. W/ usp rt16 STRUCT.SHEATHING 7/16" MIN. THK. - NAIL w/8d COM. @ 3" O.C. EDGES & 6" O.C. FIELD 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" TO GABLE TRUSS w/2-12d & (1) usp rt8A w/ 10-10d x 1 1/2" NAIL GABLE TRUSS TO PLATE w/16d @ 4" O.C. 1/2" x 8" A.B. @ 48" O.C. MIN. LINTEL COURSE MASONRY WALL 1 S-3 ( ELEV III ONLY) SCALE: N.T.S. S-3 ( ELEV III ONLY) 11 S-3 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS 2X4 SPF BLOCKING @ PANEL EDGES - NAIL SHEATHING @ 4" O.C. STAGGERED w/8d 2x4 SPF CROSS -BRACE @ 48" O.C. - NAIL w/3- 10d AT EACH END & AT CROSSING AT 45 ANftE 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX. 1/2" MIN. DW CEILING NAILED w/5d COOLER NAILS @ 7" O.C. DROP GABLE END TRUSS & LOOKOUT RAFTERS FOR O.H. GREATER THAN 12" LSTA18 - STRAP BLKG. @ 1st TRUSS 2X6 BRACE NAILED TO SIDE OF GABLE TRUSS CHORDS 4'-0" IN LENGTH R GREATER +TRUSSES TINUSPF VNING (4) TRUSS X B�(8 FT) NAILED TO BLOCKING @ 4" O.C. \ ?d & 2-12d TO CHORD II GABLE END BRACING w/o VOLUME CEILING SCALE: 3/4" = V-0" 45A NAIL DEADWOOD TO TOP PLATE w/16d @ 4" O.C. 4 BAYS REV. 3/04/04 T.H. MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATIONS) _(3) 12d PER JOINT \—CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. CROSS BRACING DETAIL (TYP) SCALE: N.T.S. PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP SPACE , \—MINIMUM (2) 16d PER JOINT * SPACED AT 15'-0" MAX TRUSS BRACING OVERLAP DETAIL (TYP) SCALE: N.T.S. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) HIP/RIDGE BLOCKING DETAIL REV. 7/18/03 6 MINIMUM 2"x4" SPF OR SYP TRUSS BRACING 4 5 PROVIDE 2X4 MIN. BLOCKING AT CLOF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. A TRUSS A A JACK TRUSSES (2) 12D NAILS AT 12" O.C. MAX 3/4"=1'-0" G.T 2b usp rt16 @ LOOKOUT RAFTERS IF APPLICABLE STRUCT. SHEATHING 7/16" MIN. THK. - o NAIL w/8d COM. @ 3" O.C. EDGES & 6" O.C. FIELD 10d @ 4" O.C. GABLE TRUSS 10 o NAIL TOP OF 'T" TO GABLE TRUSS o w/2-12d & (1) usp mtw12 w/ 14-10d x 1 1/2" NAIL TRUSS BOTTOM CHORD TO 2X4 DEAD- WOOD w/16d @ 4"O.C. usp Ista30 w/ 14-10d @48" O.C. 2 S-3 FRAME WALL 2x4 @ 16" O.C. (TYPICAL) G.C. TO PROVIDE ALTERNATE SPAN RATED BLOCKING TO COMPLY 32/16 PLYWOOD MAY BE USED W/ APA RECOMENDATIONS 20'-0" MAX 20'-0" MAX FOR SPAN RATING OF 7/16" OSB. "X" BRACECONTINUOUS OTTOM CHORD DETAIL 2%S3 BRACING 2 X 4 MIN. SEE DETAIL 3/S-3 Z W tL 2 I!IlllllllliOR �41 �l��l111 11114godiii� C p� poril 1111111111111111 d W O Q�I � 0 I d- O I O I O I O I O I X <11 Cy W NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL 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. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS REV. 7/19/03 CONV. FRAMED RIDGE TYP. HAND FRAMING ABOVE TRUSS 2X4 BLOCKING MAY BE NAILED w/ MIN. 2X4 STUDS & PLATES AT 2'-0" O.C. BETWEEN EA. TRUSS (4) 12d WHEN IT LANDS EACH DIRECTION TYP. U.N.O. 2X4 DIAGONAL AT 8'-0" O.C. A NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH MAX & EACH END ALTERNATE SIDE w/ (3) 12d NAILS WHEN DIRECTION TYP. REQUIRED w/ (2) MTS12'S SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT WOOD TRUSS BLOCKING DETAIL (TYP) SCALE: N.T.S. I61H, 16. Gi .11 I1+91 iP r.-.IIYI J�,i.. A1111 ! 11 CB DB PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL AT 8'-0" MAX WOOD TRUSS 2X4 CONT. Al T & B CHORD C.MASONRY 1 OR WOOD LING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: N.T.S. VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR H5 OR HCLR/LL IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER BEVEL CUTS (OPTIONAL) 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR H5 @ 481, O.C. 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM REV. 8/03/04 go N6�NFP Z o Lj w a Z IE Z f8 A N IE U Z ! N0 N 0 O fA W pp ooMOWl7 g � J W Z —M�OfN o��Mw H—W m� 00 �J zo � C9 m ��Z > ct IZ ONv�w 5 �8 0_ z 0 La aeal of e Ld N ODC O L N -_ z Z z(n �. (1)O VUoo .� cn LLJ 4-0 aZ s 3:Lu LU >w�o E (.0 oa �Q u >— = Q Q Oz�0 U:5wLL LLI Q Z � Q Oz O O aZa a (� SHEET N0. zM 0 o W W x w^ S3 2 1 Y , N D Ln CD 4-0 `��DATE CD z 0l mar: TRUSS DESIGN NOTE: TRUSS 0 END OF CROSS BRACE TO BE DESIGNED FOR ADD'L 70 PLF UP & DOWN TOP CHORD DROP GABLE END TRUSS & LOOK(b SEE STRUCTURAL NOTES A RAFTERS FOR O.H. GREATER THAN 1 NAILING SCHEDULE FOR FOR 12" AND UNDER - SPACE OUTL SHEATHING DETAILS BLOCKS AT 24" O.C. 2X4 SPF BLOCKING LSTA18 - STRAP '-OUTLOOKER BLK. PANEL EDGES W/ (2) 1 D BLKG. ® 1ST TRUS NAILS EA. END TO TRU ° SIMPSON MTS12 -NAIL SHEATHING 0 4" 0. 2X6 BRAC Al D ° OOKOUT RAFTERS STAGGERED W/ 8D TO SIDE BLE IF APPLICABLE TRUSS B STRUCT. SHEATHING 2X4 SPF CROSS BRACE ° 7/16" MIN. THK. - 0 48" O.C. - NAIL AIL W/8D COM. ®" 10D AT EACH END & A ° 3" O.C. EDGES & 6 CROSSING AT 4+6 AN lE O.C. FIELD ° 10D ®4" O.C. ABLE TRUSS USSE ° NAIL TOP OF "T" CO N US 2X4 SPF NO TC B CK ® TO GABLE TRUSS ° (W) A ING (4) TRUSS PLATE OE IL SIMPSON H8 B (8 FT) NAILED 3-16D 10-10D X 1 1//2" 2X4 SPF BLOCKING 4 BLOCKING 0 4" 0. BETWEEN TRUSSE W/12D & 2-12D TO CH O D ° 0 48" O.C. MAX. NAIL GABLE TRUSS TO PLATE W/16D 4" O.C. 1/2" X 8" A.B. 1/2" MIN. DW CEILING NAILED W/5D COOLE ® 48" O.C. MIN. _/ NAILS ® 7" O.C. 2X8 PT PLATE LINTEL 4 BAYS COURSE MASONRY WALL GABLE END BRACING CRIPPLE STUDS ® 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE W/ SP1 AND SP2 TOP AND BOTTOM EACH STUD (2) 2X12 NO.2 SYP HEADER W/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLAN BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SYP SEE PLAN FOR ADDITIONAL SECTIONS REQUIRED 10D TOENAILS OR (2) ENDNAILS EA. STUD �. „� „��� .,. NNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES CRIPPLE STUDS 0 16" O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE W/ SP1 AND SP2 TOP AND BOTTOM EACH STUD (2) 2X12 NO.2 SYP HEADER W/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLANS BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING UNLESS NOTED OTHERWISE ON PLANS TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2 REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE FRAMING AROUND OPENINGS SHALL BE NO.2 OR BETTER SYP SIMPSON A34 EACH END, TYP. DBL. 2X4 SILLS FOR WINDOWS CRIPPLE STUDS 0 16" O.C. W/ SP1 AND SP2 EACH STUD LS OR (2) -A. STUD VNECTTONS THAT MAY BE REQUIRED FOR�SHEAR AND/OR UPLIFT FORCES W/O VOLUME N.T.S. L MS� SCALE: CEILING I PLEFRAMING N.T.S. S @ EXTERIOR DOOR OPENING 2� SCALE: I PLEN.T.S.FRAMING SS @ WINDOW OPENING A: ) 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR 0.4H, WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 FT ( 1 M). COMPONENT & CLADDING DESIGN PRESSURE (123 MPH, 3 SEC GUST, 2.1/12 PITCH, EXPOSURE B, HEIGHT = 0 TO 30 FEET, IMPORTANCE FACTOR = 1 ) (PSF) TRIBUTARY AREA ROOF WALL (FT 3 (GCPI = +/- .18) (GCPI = +/- .18) ZONE 1 ZONE 2& 3 ZONE 4 ZONE 5 10 14.9 -23.7 14.9 -50.1 25.9 -28.1 25.9 -34.7 20 13.6 -23.0 13.6 -45.4 24.7 -26.9 24.7 -32.4 50 11.9 -22.2 11.9 -39.3 23.2 -25.4 23.2 -29.3 100 10.5 -21.5 10.5 -34.7 22.0 -24.2 22.0 -26.9 125 10.5 -21.5 10.5 -34.7 21.7 -23.6 21.7 -26.2 NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT COEFFICIENTS IN TABLE 1606.2D OF THE FLORIDA BUILDING CODE 2001. 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES. 'Ma Z 12 w ul k!w Ni l !: o iE d jE U z ;z �9 � x In z g 0In oo i2� w © 3 W m IJ,? 185OR N w �,�inN �Zw to 00 �r z x w 0 i w� o cat Z W m-:�OD O 9 pmp �F0 t Z ��8 H8 oz z Q �. J a J C x 00 Iy ZQ a� 0t 8U) Ld ~ WOz =5w o� z ° 5 0 y rn � 'd Lf) m a; 0 3t�� o cCl� ,4; NN 3Q UC-4cr�)Utars� 3 ,,, z Q Q gz "'_ W,z° F-6ww W0�zzLLa�oX��zOza H H �wapW0ahwe O O J� J c'rz V � z < <LLI LucnO�a'�LuLL a aLu > a�� w z O z 0 O 0 0 0 ZCn7­1 r*-.. O��N M-1 cam/) u Q00 , Q E Z O O 110 Lo N O O N - LO _ 9r� > 0 __ F r cl) N Ln (D f r U > 0 c w 0 z O� z �g 0 SHEET NO. zm w ' ^ S4 V , N LAST PLOT DATE O Mar. 21, 05 z J Z Q W " Z W o z �w O wZ? Luw w= m� O~ z� Q z gw z Q 2g -T f- till ii� �a l , Ifs 7 .I �I�-�� 1--I ___-T ---- - T- BLOC 'T" CORNER 1 TYP. 'T' AND CORNER DETAIL S-6 SCALE: N.T.S. 2"X TOP PLATE 1 I I \ 1-- 1/4" MIN. SPACE USP TRI W/3-8D COMMON NAILS @ EA TRUSS OR BLOCKING (NOTE: (2) 16D TOE NAILS CAN BE USED IN LIEU OF STC STRAP) STUD @ 24" O.C. MAX. 2"X P.T. PLATE 2 TYP. INTERIOR NON-BRG. S-6 SCALE: N.T.S. 32" P.T. PLATE REV. 9/03 2"X4" P.T. PLATE 6" 1 6" 32" SCALE: N.T.S. 1/2" X 8" ANCHOR BOLT W/ 2" X 1/8" FLAT WASHER (TYP) UPLIFT CONNECTION CROSS-REFERENCE SIMPSON STRONG TIE USP LUMBER CONNECTORS CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS META12 1040 335 7 - 10D X 1 1/2" TA14 1030 245 7 - 10D X 1 1/2" META16 1205 335 12 - 10D X 1 1/2" TA18 1520 245 11 - 10D X 1 1/2" META20 1205 335 14 - 10D X 1 1/2" TA18 1520 245 11 - 10D X 1 1/2" HETA20 1515 335 16 - 10D X 1 1/2" HTA20 2005 590 17 - 101) X 1 1/2" H2.5 415 150 10 - 8D X 1 1/2" HCDP 495 255 8 - 8D X 1 1/2" H5 465 115 8 - 8D X 1 1/2" HCDP 495 255 8 - 8D X 1 1/2" H7 985 400 14 - 8D X 1 1/2" HD2X 1415 NP 10 - 10D HTT16 4175 NP 18 - 16D X 3 1/2" HTT16 4290 NP (1) 5/8" DIA BOLT & 18-16D MAS 1005 575 6 - 10D X 1 1/2" FA3 1155 840 6 - 10D X 1 1/2" HD2A * 2775 NP (3) 5/8" DIA BOLTS TD2 3435 NP 3 - 5/8" DIA BOLTS HD5A * 3705 NP (3) 3/4" DIA BOLTS TD5 4180 NP 3 - 3/4" DIA BOLTS HD6A * 4405 NP (3) 7/8" DIA BOLTS TDX6 5235 NP 3 - 7/8" DIA BOLTS LUS26 1165 / 1125 ** NP 8 - 10D X 3" THD26 1533/2553** NP 18-10D/ 12-10D X 1 1/2" HUS26 1550 / 3325 ** NP 20 - 16D X 3 1/2" THD26 1825/3040** NP 18-16DX3 1/2" 12-IOD X 1 1/2" HUS28 2000 / 3585 ** NP 30 - 16D X 3 1/2" THD28 2330/3965** NP 28-16DX3 1/2" 16-IOD X 1 1/2" MTS12 1000 NP 14 - 10D X 1 1/2" MTW12 1030 95 (14) 10D X 1 1/2" MTS16 1000 NP 14 - 10D X 1 1/2" MTW16 1030 95 (14) 10D X 1 1/2" MTS20 1000 NP 14 - 10D X 1 1/2" MTW20 1030 95 (14) 10D X 1 1/2" H10 990 585 16-8DX1 1/2" RT16 1030 645 16-IODXI 1/2" * MINIMUM 3" MEMBER NOTE: ** REACTIONS ARE FOR ROOF LOADS ONLY CONNECTOR CAPACITIES *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE ARE FOR SYP. PLEASE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. REFER TO MANUFACTURERS NP - NOT PUBLISHED FOR ADDITIONAL INFORMATION. PRE ENGINEERED WD TRUSSES @ 24" O.C. INSULATION BAFFLE 12 BATT OR BLOWN INSULATION MIN. R-19 TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHINGLE ROOFING FELT APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8D COMMON WIRE NAILS @ 4" 0/C 1/2" CD DRYWALL 4------ 1/2" P.T. NAILER _ 1/2" DRYWALL _ CURTAIN NAILER - 1 X 6 P.T. @ WINDOWS 1 X 6 P.T. @ S.G.D. 1 X 4 P.T. @ SIDE BUCKS MARBLE STOOL 1 X 2 P.T FURRING R-3 FOIL INSUL ON OCT BLOCK WALLS 1 X 4 P.T. BASE NAILER WOOD BASE 4" CONC SLAB 6 X 6 10/10 W.W.M. 6 MIL VISQUEEN TREATED CLEAN FILL SEE FND. PLAN FOR FOOTING SIZE AND REINF. TYP. WALL SECTION 7 N CONCRETE BLOCK S-6 REV. 9/03 TH 3 �- METAL DRIP EDGE BOUNDARIES 6" O/C EDGES & 8" O/C FIELD 2" X SUBFASCIA CONT. VENTED ALUM SOFFIT 8" X 8" X 16" K.O. LINTEL BLOCK W/1 #5 DIA. REBAR & O.H. FILLED SOLID W/GROUT owl PRECAST "U" LINTEL °E ELEV. (SEE S/2A FOR LINTEL FILL CELL -1 #5 DIA. REBAR W/ GROUT SIZE & REINFORCEMENT) @ ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS ALUM FRAMED WINDOW W/ SCREEN PRECAST CONC SILL 8" X 8" X 16" CONC. BLOCK DECORATIVE FINISH FIG. DOWEL #5 DIA. REBAR 18" IN CONC. -25" EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN GRADE TOP OF SLAB fi SCALE: 1/2" = V-0" PROVIDE BLOCKING AT BEARING TYP. SEE 9/S-3 TRUSS/JOIST/REFTER �- SEE PLAN FOR CONNECTOR R\_ 2 - 2"X4" TOP PLATE CONST. GRADE SPF SPLICE MIN. OF 24" APART STUD & TO TOP PLATE 2"X4" SPF STUDS @ 16" O.C. W/SIMPSON SP 1& 2 EACH STUD SIMPSON SP 1 W/6-10D TO STUD & 4-10D TO BASE PLATE 1/2"X12" 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 W/ #3 PT SYP BASE PLATE > 3 1/2" 12" e. 2500 PSI CONC. W/2 #5 DIA. RODS 4" 4" 16" MIN. LAP 25" (AQ 318) SEE FOUNDATION PLAN INTERIOR BEARING W/UPLIFT @ 3.5" STEP-DOWM REV. 3-3-04 AS SCALE: N.T.S. UPLIFT VALUES - (DOUBLE SIDE CONNECTORS -DOUBLES VALUE BELOW) 1 (EACH CONNECTOR) EACH STUD - 535 LBS. PER STUD H W O\ X. rr W � K E o U z El 3: z �9 v) — N IS Am Ir W GD�Wo 18� �H z �v�orn� ro�rp� x CD - z Xm� z o 0 Lzll Q � W W �FZ 9� a yz 0 g Z N3 J a -� c 009 u' 00 x 0 Lo Ld z W0 SoF zzF RN 5 O u rn v `n m 00' 0O inn cm "o5 NN 3e�' Uc-4cnU�4w t z N0yyp.z W R r W UW Lu0c zLL�Wz � < P-4 :3 xZLLLXz0< C 0 0 a,�a0`'!Q` W�azZ < d0 z �aQ���O�a�Q� U Q~ w w p Q2 ww t 1 A LL Q 2Q�a0�agopZ� O Oz a r. sL 0 E Lo N O O VJ L N L W �� • / -0 (U) Ln r U } O H z w z OTC Y C) c W o W a O z O ^Qz UO SHEET NO. W Lo S6 N LAST PLOT DATE OMar. 21, 05 U 0 0 Z (n O Ln Q00 Q � Z O O Lu Z z 00 z tW 5 Q Q w� �W O0 m Lu ww z z Q O W 0 2 fn D Lo O N Q GIRDER -SEE PLAN FOR SPECS BEAM MASONRY WALL BEAM @ RAISED ENTRY MASONRY WALL REV. 8/14/03 TH SCALE: N.T.S. THIS DETAIL REQUIRED ONLY WHEN & WHERE SPECIFICALLY INDICATED BY THIS SYMBOL 3 UPLIFT CAP. IOIO# (LSTA24) 1302# (HETA 20) USP LSTA30 W/8-10D X 1 1/2" TO BEAM & TO COLUMN 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 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) SEE FLOOR PLAN FOR BEAM SPEC. BUILT-UP COLUMN MIN. 2-2X4 UNDER EA. END OF BEAM. X 4 P.T. PLATE CMU BASE FILLED W/ CONCRETE SEE PLAN FOR SIZE SCALE: N.T.S. 12 (F,P) SEE ELEV. 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 CONC. FILLED CELL W/ STD. 90 HOOK IN K.O. BLOCK KNEE WALL ABV. MASONRY WALL DETAIL 6) WOOD: 6.1 WOOD STRUCTURAL FRAMING MEMBERS: WALL STUDS TOP & BOTTOM PLATE BOTTOM PLATE IN CONTACT WITH MASONRY I JOIST SQUASH BLOCK I TRUSS BRACING & BLOCKING FURRING & B.U.C. STRIP STRUCTURAL NOTES -SPF STUD -SPF STD & BTC -#3 SYP PT -SPF STUD -SPF STUD -#3 SYP PT !NGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) - DOUBLE 2"X4" TOP PLATE 2"X4" STUDS @ 16" O/C /-- NON BRG KNEEWALL N-MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) SCALE: N.T.S. (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (FB) PER NDS-2001 = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST EDITION AND QST-LATEST EDITION. 6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD MINIMUM SHINGLES OR TILE 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 6.6 5/8" X 7" EXPANSION BOLT OR 1/2" X 8" A.B. BOLT MAY BE USED INTERCHANGABLY 6.7 FOR RETROFIT STRAPS WITH MASONRY SCREWS USE (1) - 3/16" 0 X 1 1/4" LONG MASONRY SCREW FOR EVER (2) -10D NAILS 6.8 USP TA51 EMBEDED STRAPS MAY BE REPLACED USING USP KST248 STRAPS WITH 2O-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 �1 o W Li o: N7•••7�. =jEU li zw9 g toW. o " c� Z 0 IL a W O w ID�OD [no W o2ogm vp u-N to M �D to 17 p)N -U� Z F W Ir �� (7 mwm� =0=0Z O CL' W p.�41 LL �Z �8 z Q. JJ o2E CD C x a w 8 r3Uf G� Z < F- Z ZµFyr�j! =�S ` �6 CD NO 5 0 v v A LO m )o 3 cu t� t, 0 NN 3� aim cut, UcvcnUr_;44 3� in in le z pwoojox8swl L w aS)IW��Wr,c� Q Q U �c'r<mzLLxzlj Q�CW7w -0QO0,Qz�Oa �Ce aoa0�agppz� z F 0 0 C) Z V) rl O N co Q LL 1 a..i (a �' 00 Q � E 1 z O O L N N O O L N L Ln r� .� > 0 04_0 __ C F r ccl) N � c W L ^ W o4-J~ � C C Q w z O z 0 0 z g U SHEET NO. z O WM w S7 N LAST Mar. PLOT 21, 05 DATE z O z `t w z� z no o �z 0Lu 0 a� L� ww mF- o F- zo a� gLu aw z U)Q a O U LLJ x O W Ln 0 N b c� o w w d 0- A j 0� V) z 39j lin Z N �N �Um Ir a6 ��� 0 N W �_89 o F Ln Ld m oo�iq Of rp in Z_ � , O TIE -BEAM Z x ri^o, r4 �ww oc z C=) m �r i .m >� o tLm••UJ 2y 1/2' X 8" A.B. tl PRECAST r U Z 6 y 12 0 W/2 MASHERS LINTEL C9 [L 6m M1AM lOADE MIAMI-DADS COUNTY, FLORID SET IN TYP. ( � �x 0 M>;TIz�nADE FLAGLER BUILDING ROOFING ASSEMBL' APPROVAL FILLED CELL W/ FILLED CELL z BUILDING CODE COMPLIANCE OFFICE MCCO) 140 WEST FLAGLER STREET, SUITE 1603 Cate ors Roofing#5 VERTICAL MIN. 5 PER a PRODUCT CONTROL DMSIiDN MIAMI, FLORIDA 33130-1563 _at ., c I 305 375-2901 FAX 305 375-2908 Sub-Cate€tory: 07310 Asphalt Shingles 5 1 2" DIA. X 8" C ) C ) � � () / SECTIONAL NOTICE OF ACCEUANCX {NOA) "J" BOLTS OVERHEAD MaterialsDinierisional CertainTeed Corporation Deck Type: Wood DOOR 1400 Union Meeting Road CONT. WOOD TRIM P.T. # Blue Bell, PA 19422 L SCOPE SYP 2" X 6" 7 This revises CertainTeed Landmark 30 and AR (and WideTrack QB), CertalaTeed Landmark 40 r t�; SCOPE: and AR (and WideTrack QB) CertainTeed Landmark 50 and AR (and WideTrack QB) Shingles This NOA is being issued under the applicable rules and regulations governing the use of construction materials. as manufactured by CertainTeed Corporation described in Section 2 of this Notice of Acceptance. OVERHEAD The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted 2"xC"' P.T. WOOD JAM SECTIONAL by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by 2. PRODUCT DESCRIPTION DOOR/ TRACK zix the Authority Having Jurisdiction (AI3J). ProductDimensions T, es Product Description DOOR AND CONNECTION PER W/ 3/8- /8EL LAG 1 1f 2 Specifications GARAGE DOOR MANUFACTURER GARAGE SLAB BOLT W FASTEN PT 2X NAILER TO MASONRY P A N TY . GARAGE GE DOOR /. M � This NOA shall not be valid aftthe expiration date A WASHER. MIN, after a expua om a stated below. The Miami Dade County Product Control Certamteed Landmark 30 and 131/4" x 38 3f" PA 110 A hem wet 2471b/s , dimensional W/ 3/1fi X 3 TAPCONS 6 FROM fi PER TRACK ° Division (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right It 4 ENDS AND 16" O.0 MAX. FASTENING , , ._ AR (and WideTrack QB asphalt shingle. TO JAMB. have s duet or material tested } rn t ri d f pall a a e till or assurance purposes. If this duct or material fails to >a � quality p� In � « � TRACK MOUNTING DETAIL TO WINDOW TO BUCK RESPONSIBILITY .� ` e accepted - Certainteed Landmark 40 and i3 � x 38 l4 PA, l i t} .AL heavy weight, 2641btsq, dimensional o perform in th ep manner, the manufacturer will incur the expense of such testing and the AHJ may AR (and WideTrack QB) asphalt shingle: OF WINDOW MANUFACTURER, � In m Q) immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BQRA . Ceraiiiteed Landmark 50 and 13if" x 38'fa" PA 110 A heavy weight, 2961b/sq, dimensional.. o revoke w reserves then t t ke this acceptance, if it is determined b Miami Dade County Product Control o e•i [' ' AR and WideTrack B asphalt shingle. Division that this duct or material fails to meet the requirements of the applicable building code. GG SECT, cn ° q s Accessory Shingles various proprietary Accessory shingles for hip, ridge and :�J SECT, OVERHEAD GAR, DOOR INSTALL 2X BUCK DETAIL 11-4 � � starter strip applications, SCALE: N.T.S. SCALE: N.T.S. cc+ re�K,aoo This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane �-8 �-8 Zone of the Florida Building Code. 3. EVIDENCE SUBMITTED: ai o +' n DESCRIPTION: Landmark 30 (and -AR) (and WideTrack QB), Landmark 40 (and -AR) (and WideTrack Test Agency- Test Identifier Test Name)Report Date U c°1v U) U R-; 44 QB) and Landmark 50 (and -AR) (and WideTrack QB) Underwriters Laboratories, Inc. R684 UL 790 04/02/01 LABELING:. Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and o - z -z o „ PRI halt Technologies, Inc. PCTC-01-02-01 PA 100 01/12/01 R 0 o f ' following statement; Miami -Dade County Product Control Approved", unless otherwise noted herein. CTC-006-02-0I 11/12IO2 w w w W o z o z o m $ ! a H dXXzLUifzz0z¢Z�a RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no � a � � � o o � W o a pp Underwriters Laboratories, Inc.I94NR9632 Wind uplift resistance PA 107 ',11/30/0t) � I- v, w a o � ,,, � z � � a change in the applicable building code negatively affecting the performance of this product, 02NK42448 11/08/02 CY p Z a � a � W Low w g ¢ a TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the w $ � LU a W a 0 0 4. LDIHATIONS a> o z g z W materials use and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any o U_ ' � y 4.1 Fire classification is not part of this acceptance; refer to a current Approved Roofing � � product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply Materials Directory for fire ratings of this product with any section of this NOA shall be cause for termination and removal of NOA. 4,Z. Shall not be installed an roof mean heights in excess of 33 ft. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by C) the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 5. INSTALLATION 0 be done in its entirety. 5.1 Shingles shall be installed in compliance with Roofing Application Standard RAS 115, , ford 11 INSPECTION: A co of this entire NOA shall be provided to the user b the manufacturer or its distributors 5.2 Flashing shall be in accordance with Roofing Application Stan RAS 5 and shall be available for inspection at the jab site at the request of the Building Official, 5.3 The manufacturer shall provide clearly written application instructions. O 5.4 Exposure and course layout shall be in compliance with Detail' A;, attached, This NOA consists of ages 1 through 4. 5.5 Nailing shall be in compliance with Detail B , attached. FIGURE I; FLASHING INSTALLATION I� p 0 The submitted documentation was reviewed by Frank Zuloaga, RItCLO F--I (� ■'tom' CV WALL SNEA* itNG g �;jiii i :I i 3 I , �♦ / Q L.0 NOA No.: 024219.03 NOA Nor-02-1219 fl3 ' {: GRiGISET AS - V Av?uALT BEAI.ANT: 6 TO is M a Expiration Date: 02/28/07 +� Expiration Date: 02/28107 , II I II I =i; I. Q�ko Approval Dater 03127 03 t Kai -IN' h ` I'' ii I° I, uPEGIFIEL+ E TEN[3 row. 6` AB°YE PER PLAN pP / Approval Date. 03/27103 ASPHALT WALANT: !i ' `I € i `.` 11 `:. , BY PLAN F4N48WN6 aQc'a. O Page I of 4 Page 2 of 4 EXTEND MIN, OF 6' 3({ :,� M OUTSIDE O- FLASHING I €.�� 1 �i,.. 'L' F1.A$+♦.Nt3 b" Nk6H T,cc� '4 VIVMTER //Tywy��� I i : ROOF SHINGLES fiLABHI`V�i v, I _ _ 7■ DIvERTER 6. LABELING DETAIL $' 6.1 Shingles shall be labeled with the Miami -Dade Logo or the wording Miami Dade County - - -- - — - - — - Product Control Approved"'. — - — - — — - 38 3/4 7. B VILDING PERMIT REQUIREMENTS 12" —14 3/4" IZ' 4 7.1 Application for building permit shall be accompanied by copies of the following. _ - —' FASCIA 7.1.1 This Notice of Acceptance. GE _. 7.1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system 131/4!' ROOFING PELT " FIGURE 3: WRNER OE AIL DETAIL A 6118 ' 5 578" Exposure L7 7 7 7'__1___t LANDMARK 30, 40, 50 (AND AR) Up*) cn Rake 38 3/4" =; o Edge 5 5/$-1 Release Tara N CERTAINTEED LANDMARK 30, 40, 50 Nailing arearor"lowandstanaara^slarles(fiom3MIM2t:,z) O � All dimensions shown art in inches Naibetwe$rtuRP$rd,Iowerrra161�s 1" 12" 14 314" 12" 1" 0. 131/4" O � 5 5/8 WIQE ' > aal� G FM 16 1/2" FIGURE 2: WALL FINISH FLASHING INSTALLATION N - 5'518 --i �/$re i1JNER= ROOF t1tS YERTIGAL WALL � 7z z 77 TEXTURED, PAINTED' Q W 5 518 LANDMARK 30, 40. 50 (AND AR) • WIDETRACK QB rT 'r z WALL FNi°a Z cn 11114 'i m _ - �-�` " _ Z Z /`! si.r x..rs, a,i r'.a �.'y r.-r... ,a_..>r ROOF U... ow and Standard Slope) of W (Low s 1�) . . aP ,.., ar . .:, a ...�-•�'" _ o 0 0 ..v.x.. r.,r.. .a.'.;.:, • .a...: e u... 'a :t e.... ra.±,¢ ._ao, a...v. ,`aap v e.a .axp: . .c__..esx : a"., . ic": t2G�,Ot `_... _ INTE'D $haP-H7N1ADLTF.L$AAS3HFIIING �YI■� O� �I W U ?IR$©UIREDAT LOCATG45} A�EZWEXiELWA�FIt41 MINlM1UMOF6A90E Tomm >38 314■ { VEfl7CAL RISE O FLASHING =1NA ATENTRv One AB�vE T HNEEWPLI1111 Gy r,xvtlX7HGAL4. ..ASHiPoG .WNT h5F-'II Q PtASTrFLU STaP - Nalfring arcs for Ist&W idsatw lion 211:12 .., v:" ,. < �tX `• .v .err .,:" a 4y Li ii SHINGLES �..� W Q i „e r �� d®lweeh DatDarr, 2 not Ines ... #! r R i 4... x 4, a e. ,: a F-,: t i .. c P, r T.... a, n 4 .. x. @ .. - t, a Y ... § .::t @, a Y, v 331/8 , ..: �w L W H 5/5 ,_.<. .r a •. s ;.,', ■ 13114 x , ,. r s =< to .. 5e , � � _ r a r a a . t a. a. a .'. a. s k =..a .... ..�.Y ... � m 1' „v w 12 143/4 2 ..,,i. ,�„,<....,i, „1 ` I z � t v , , I .�, I,.•4 � -- ... S'X 7B'H6AEY. J 1" t" 5 . a`.a tr v. t s..,:; :t x:.. ill '��{I�. III FLASHING C>XV. S-_u ANT / W �t O r L q _ O Zoo Starter fY o 5 5/$ Full FLASHING DETAILS � � a Q � � Eaves 7E psu1-7 7 7C LING Y Y O - , =` ., a wa az U g NOTE: THIS DETAIL IS REQUIRED FLtiawxo uJ \ W LL LANDMARK 30, 40, 50 (AND AR) - WIDETRACK QB AT L I TER loin Z (Steep Slope) F 5 R F CRICKETS. AT ALL. VERTICAL WALL N SECT S a Q R46 VALLEY ROOF TS N INTERSECTION FLASHING DETAIL AT GRIGKETIItNEEWALLI TERS CTI©N FI; EREF ($,-A" STN,FLSHDEnsD (NO SCALE) END OF T1TCS ACCEPTANCE � � ,' _ :, O g z � O (� SHEET N0. NOA No.: 02-12I9,03 NOA No.: 02-1219.03 Expiration hate: 92/28/07 U P ,� Expiration Date: 02/28107 U W Approval Date: 03/27/03 Approval Date: 03/27/03 z M Page 3 of 4 Page 4 of 4 w f O L In c N LAST PLOT DATE CD Z 0 Mar. 21, 05 MASTER SHINGLE APPLICATOR'S MANUAL LAMINATED SHINGLES YO t W OBJE C T1 VE, must be applied over the entire roof. Applying two, layers of felt shingle anderlayment Is not an acceptable alternative to To learn the correct procedurefor installing WinterGuard. One layer of shingle underlayment meeting ASTAI D/1869 Laminated shingles, applied over the required WhiterGuard Is aLso recommended, -,90Y LANDMARK- SERIES, WOODSCAPE- SERIES, LANDMARK' 40 IR AND LANDMARW'TL -60T(21!12) STEEP A c -dililiffilk. FASTENING LOW AND STANDARD SLOPE ENGLISH DIMENSIONS 12" 12" 12" Rod 1-(305 mm)- -(305 mm)-J-(305 mrit)-i Dock _N l", TET ----- - (NZ 1-1 (25 rum) ]�(25 M M) Nl� Proper Crooked Under- Over - Nailing Driven Driven f kure r5-2. Proper and improper nailing. FA R F] IMPORTANT: for decks 1/4" (J9 mm) thick or thicker, nails must go METRIC DIMENSIONS at least 3/4" (19 mm) into the deck. On thinner decks, oads must go -it least 14' (3,2 mm) through the deck 131, 121/4" 131, Nails must he 11- or 12-gauge roofing 1121" corrosion-resistatit, 1-(325 mm)- -(311imm)-J-(325 mm)-1 with at least -%' (9.5 mm) heads. and at least 1" (25 mm) long. [-1 " (25 num) Sealant "(25min)-1 Landlylark TL requires nails at least 11,/4" long, 11 STEEP SLOPE IsT COURSE, Apply a fidishingle at the lower left corner of the ONE CLEAN -DECK APPLICATION METHOD roof.Make the lower edge and left edge he flush with the edges of the Use six naffs and four spots of asphalt rooting cement for every full FOR ENGLISH DIMENSION SHINGLES starter course (tigare 1-5-8), laminated shingle. See below Asphalt roofing cetrientshould meet ASTM D4586 Type 11, Apply V spots of asphalt roofing cement under FIVE -COURSE DIAGONAL METHOD each corner and at about 12"to 13" In from each edge. ("SEVENS AND FOURTEENSI ENGLISH DIMENSIONS PREPARING TM DECK: 131/2" Apply underlayment as required. CertainTeed suggests that a M) (230 rurn) (345 Mai) r (345 rn lave of shingle underlayment be applied. For UL fire rating, 101 underlayment is generally required. Apply flat and unwrinkled. (265 rim) MM) rw, Snap horizontal and vertical chalklines to assure shingleswill 1" 1 Sealant I I V be correctly aligned. Expose all shingles 5" (125 mm). (25 nult) i i 1 (25 mm) --A 4- (2� MM), R Roofing CeM1-1!L____J o_r,� _AX .0111111111111h. ONE (LEAN -DECK APPLICATION METHOD FOR METRIC DIMENSION (131/4" x 38%") AND LANDMARK TL (131/4" x 40") SHINGLES FIVE -COURSE DIAGONAL METHOD (5W AND It 1/4") PREPARING THE DECK! + Apply underlayment as required. CerfainTeed suggests that a lWr of shingle underlayment he applied. For fit, fire rating, underlay- ment is generally required. Apply- flat and unwrinkled. * Soap chalklines to assure shingles will be correctly aligned. Expose all shitioes 55/8' (143 mm). STARTER COURSE� 1. Ilse CertainTeed Starter (pre-cut 10" x 38-3/4"), or three-tah self- These shlegies are out on a fiber glass base to provide a Class A mb 1/12) 0 METRIC DIMENSIONS the starter shingles are at least �18 in height. (rigu fire resistance rating. Wind warranties are graduated accord e, 15-9). Ing to the ppill warranty STANDARD , duration: A 30-year shingle provides a 70 mph wind warranty, a 40-year provides 80 tuph, a 50-year provides 90 mph Slope App'lCation 7//J —131,12" 11614"' 13�'/2"— ip to 2V12) (345 plin) (299 MM) (345 mm) and a brufted-lifetime duration is warranted up to I 10 mph. WideTrack QB tkfirst 5 coulwev on a stan(hud stolm. Starter Shingle 7 5/8" NOTE- The wind warranty Increases when fastened with six nails in _,18,5T(4112) ­10 1/2" Figure 15-8. AplAj,�g (265 rn) (265 mm) INV— - - - - - - - - - - - - the commoa bond area Instead of with four as follows (See Rgure 15-5)� Low Slope Aoplicatior. (below 4,112) re 13' 12'14" 131, 1 2ND THROUGH 5TR COURSES: . ..... • 30-year increases to 80 MPH LOW z9.5T�2,,`12) -------- -(325 rnm)-�-(319 Mm 25 irrup)-i • 40-year hi"cases to 90 MPH 00 Not Apply Shingles U n o v ell t h e s s Below Z/12 Slope Low Standard l­­(25 MM) I I 1 1 (25 MM) ­4 CAUTION! tire to ow iftstrucuou steps 1-5 ow wi ring 4- + - - - - - - - - - - - - - - - - - - - J 0� • 50-yar increase-s to 110 MPH 1 (25 Mtn) joints too J se together and may cause unattractive pattern,,! (Roofing cement Is net required, except on steep slopes.) Figure 15- 1: Mope deflnitions 11/2" r L Cut 7" off the left end of the first shingle and save [his piece for later -,9. Mak That r 751 in h ght. Woodscape and Landmark shingles have the Installer Nall Area for qallable figure 15 v stw*rsbkvgk& a e 8 el -friendly THE ROOF DECK* MUST BE AT LEASM (25 mro) Apply the 29" long piece over and above the firsi-comrse shingle. use WideTrack QB­ feature, which provides 11/2" wide nailing area and 3/8' (9-5 mm) thick Area 7/77 (25 n9m) "Steep Slooes t Roofing C willmit specialty for"Itwil Quadra-Bond lamblating adliesive (See Figure 15-3), plywood, or 7A 6' (11 mm) thick non -veneer, or nominal 1' (25 elease Tape Leave the bottom 51' tab portion of the firq-course shigle exposed 2. For the firstsMi-ter, cut 5 from one side of the starter shingles. mm) thick wood deck. F"y s, V R4. -er left corner of the roof 3. Apply the remaining piece to the law Landmark 40 IR - the IR stands for impact resistant - is specially WideTrack 09 2. Cut 14' off the first stilogle of the third course and save this for later. Make sure there Is �2" overhanging the rakes and eaves If drip manufactured witha reinforced fiberglass scrhn to meet 1111 2218 COLD WTATHER CLIM-AnS (ALL SLOPES): Applying WhiterGuard LANDMARKn Inslall the 22" long piece over and above the second-caurse shingle. edge is being used. If you are not using drip edge, make the over - Class 4 impact resistance rating and it is also algae resistatiL or Its equivalear Is strongly recommended whatever there Ls a ------- 13,12" 13" 131�2` (299 mni) Figure 15-6 sVndard slope uiukr4pnenl and starter drip edge aelmls (3 4 5 Mire) (345 mrn) hang 3/,,,,. NOTE: Landmark 40 IR must be installed over a clean deck (no possibility of ice build-up. 1-(343 Min)- -(330 mrn)-I-(343 min)-1 J/ZF�, 3. Apply the previously removed 14" long piece ever and above die roof-overs) to obtain the 111,2218 rafing� It is strongly recommended FLASHING: Corrosion -resistant flashing must be used to help prevent FRONT 10 that impact resistant cap shingles made from XT 30 IR shingles be 1- (25 mm) 1" (25 rnm) (265 ron) (265 MM) STARTER COURSE, third -course shingle. 4. use full length starter ShITI&N for (be rest of the course - leaks where a roof meets a wall, mother roof, a chimney or other I� Use CerfainTeed Starter (Firc-cut 10" x 36'), or use standard three- 4. Apply the previously removed 7" long piece from the se�coud installed on all hips and ridges, Some Insurance carriers may not Nailing I ines ;-1 "(21,; Men) ;1:�(25 min)-1, tab self-sealing shingles with the lower 5" tab portions removed to course over and above the fourth -course shingle, consider the roof sys, tem. as compliant to UL 22 IS Class 4-without objects that penetrate, a roof. Release Tape I impact resistant cap shing Ls Nall Are - I i I provide starter shingles that are 7 " in height (Figuiv 15-7). 5. install a full shingle against the tight edge of each shingle In Landmark TL I,,; unique because its patented Tri-Laminaw' SEALING: Shingle sealing may be delayed if shiagles are applied For Sloop courses one through five. in cool weather and my be further delayed by airborne dust i 36" (915 mn) Figure 15-4., (,*f-- nakfor owryfill shingle. 1" ____ �11 , (25 Full Lenath design combines three layers of material to provide a dramatically accumulation. if any shingles have not sealed 'after a reasonable (25 rn) MM) CONTINUING UP THE ROOF: thick shingle, with a wood shake s;qlc. time period, hand sealing may be necessary. BACK Roofing Cement I. Beginning again with a full shinoe, repeat the five -course pattern With the exception of Landmark n, closed-cirt valleys are preferred Starter Shingle 7' (18 MM) up the left rake (Pigure 15-10 - see B on Page 144). by Gertainleed when applying these shingles. Opea valleys are CAUTION: To prevent cracking, shWes must be sufficleadywarm Sealant Strips - - - - - - - - - - - recommended when applying Landmark n; however closed -cut to allow proper forming for hips, ridges and valleys. LANDMARK TI T - - - - - - -- - - - 7 - - - - - - - 2. FiflAn coursesacross the roof itt a stopped diagonal ft�hfori using valleys are also acceptable, Woven valleys are not recommended for — 151, 101, 151, Rernove�i these P I'] un r I I u n s full shingles (Figure 15- 10 - see, A and B on Page 144), Do not WAR RANTV: Iliese shingle ,s are warranted against inanufactu ring UNDERSIDE i I I run courses straight across. Landmark TI, because the tri-laminated shingle can buckle and Quadra-Bond (38 mm) (254 rnn) (381 mm) - - - - - - - I - - - - - - J - - - - - - become damaged when shaped into thevatley, Nails are required as defects and covered by five years of SureStart protection, except OFTOP 12" 12" IWORTAINCT: Do not align joints of shingles closer than 3 1,2 from Lmd[Mark TL which provides ten years of SureStart and Includes Hgiov 15- 7.-.41ake starfer shingles 1�, remotft the louvr 5' ta& fasteners for Landmark TL, staples are not allowed. LAIMNATE 1305 ril 1 (305 MM) coverage for tear -off and disposal costs, See the warranty Itself for one another V 2. For the first starter, cut 7" from one side of the starter shi noes, 11LAYMENT: Shingle specific details and limitations. STANDARD OR STEEP SLOPE UNDF LAYER underlaymeru* inecting Afffill D4869 Type I standa4s, is suggested, 1- (26 num) I I 1 1 (25 MITI) ­4 3� Apply the 29" piece to the lower left comer of the roof. Make sure CertainTeed's Roofers' Select", ShingleFelt". or Roofwrap" is preferred. LOW SLOPE UNDERLAYME-WI, One laver of WinterGuard- or Its equirvilem*, or two layers of 36" (915 itim) wide felt shingle underlay- ment lapped 19" (485 mm) must be applied over the entire roof IMPORTANT' When installing tandMark n on low slopes, one layer of'WinterGuard or an equivalent waterproofing shingle underlayniclit F(gurr 15-10, 1,7ve-Course LYWondlietbod" instaffation schernatic, For capping hip and ridge, apply CertaftiTead "Accessory" shingles of a like color. 142 Air Flow Through Soffit IN Provide adequate ventilation under the roof deck to prevent harmful condensation in ,winter and heat build-up in surnmer� For technical questions, Information an acceptable a alternative application methods and materials, 70 r. or a copy of the product warranty,,contact the sounes; listed below: Your supplier or roofing applicat or GertainTeed Home Institute 800-782-OM CortainTeed Fax -on -Demand 800-941-0057 CertainTeed-RP13 Technical Services 800- 1145 Four laminating adhesive strips for a stronger bond. there is t/T' overhanging the rakes and eaves if drip edge is being I used. If you are not using drip edge, make the overhang -1/4". fture 1 5J, Widelhwk Qrl�alures a wkkr nail area and (25 rli3O (25 Min) 4. Use fail 36" long, T' Aide starter shingles for the rest of the course. extra-s-trong Quadra-Dond construction . FWure -15-5 IkFe Ax muts andfour Vats of a,Tbaft -fing —t - s&V) slopev n_ 4LAU11VN.r,.XCCSS1,uUSe0lr00 g cement can causeshinglesto buster. chapter 15 cERTAINTF9D SHINGLE APPILICAT01fS MANUAL 139 140 Ghahtr? 75 CERTAINTEED SHINGLE APPLICATOR'S MANUAL Chapteri,5 CERTAINTEED SHINGLE APPLICATOFfS MANUAL 141 1ST COURSE- Apply a full shingle at the lower left corner of the CHIMNEY FLASHING ONE ROOF -OVER METHOD FOR 2NI) THROUGH 5TH COURSES: There are Z4 three-piece units in each Shadow Ridge hundle, NOTE: Rach cap has a laolig/alignuient notch at the top edge to (ONTOURRIDGE" roof Make the lower edge and left edge fie flush with the edges of the -Iqwp- ENGLISH DIMENSION SHINGLES CAUTIONI Failure to follow instruction steps 1-5, below will bring providing 72 Individual caps that will cover 30 linear feet. (333/4 center the piece on the ridge line, and two notches on each side starter course (Figure 15-12). finear feet, Metric) of a hip orridge, Each English dimension cap to indicate the correct exposure and shadow -line placement Metal Stop Flashing -Iqwp- joints too close together and may cause unattractive pattemsl piece is 12 �' by 12' (Metric caps are 131/4' by� 974`) and features (Ftgure 1-5-19). The side tiotches of the cap being appliedshould PREPARING THE ROOF 1. Cut off the left end of the first shingle and sne this piece for _riedivith the top edge of die previously applied cap. clipped comers on the bottom edge of the exposed portion. be alig 7 SURFACE FOR REROOFING later use� Apply the 29" long piece over and above the first -course 12" (292 min) 8114' 2"(50 Min) (180MM) Make the surface of the old roof as smooth as possible by replacing shingle. For this and all succeeditig courses, align the top edge APPLICATION IS AS FOLLOWS. (305mm) 10 min) 1, Apply shingles up to the hip or ridge on both sides, then trim _T Minimum' Missing shingles, Split and nail flat all buckled, raised tabs and (if tbe shingle to be aptilleduitib the bottom edge of old shingles J�, 7r curfingshiriRles. -,tire of first course only is reduced to 3�'. in the next course, Expo flush. 61 6- Z U) W 04 L4 a. ,V 1 A Ln 11! Z ELA 04 cc 0-2 0 Z 0 0 C4 0D a 'EM? IML 18 C=) 1:_1 i LLI LLI Z .0m Coll 22 CY) 14 X " OD tn,-% - Z W MW -14 00 0 IL Z Z5C) Z LLJ in in -0 69 W t: 12 5 I= Z >8 U) - Zo 90 0 In _J CL C X 0 d! Z El ISO 0 iE a LLI (L H 01= 80- F Z NOTE. The Last course of shingles should have an exposure of (305 min) Folded Edge (front of Gap) Minimum # It's a good idea to cut old shingles back flush to the rakes 2. Cut 14" off the firsi, shingle of the third cvturse and save this for 5" (55/8" rot metrIC) or less when the shingle cap or ridge vent is and eaves, later, Install the 22" lung piece over and above the second- Figure f5-2L Tbm are 30 r4 sbingies per l!WiWe of ContowiRidge that Figure 15-13: Stepflasbing minimum dimensions. + We suggest that you apply corrosion -resistant drip edge along the course shingle. fastened in place. otherwise, a potential water leak could occur at comis 20 Itnearfiret of bip or ridge at an 8" mposure, Notch for expo,sed stringle end joints. The figures used In this section illustrate 3. Apply the previously removed 14" long piece over and above the rakes and eaves, covering the edges of the old shlogles, This will Centering V\1 the application of acx�essrrry shingles, over a ridge vent; application APPLICATION IS AS FOLLOWS - *NOTE: Use 7 5/8' or more for Metric dimension and provide a uniform and straight edge that will help prevent water third -course shittoe. LandMark n shingles. from seeping under the shingle edges. directly to the roof deck is verysiniflar. 12, 7 1. Install die first cap at the eaves for hipsand opposite the prevailing 4. Apply the previously removed 7" long piece from the second 305 m m) Notches for Alignment to vvind for ridgm Fasten Mth one nafl applied on each side of the cap Fold down course over and above the fourth -course shingle. rn) "Apply Over 7' ONESTING" COMBINED WITH THE FIVE-(OURSE (3 the Top Edge of the Previous counter flashing Starter Shingle (I 80MM) shingle 8 3/4" back from exposed end and I' up from the lower edge, DIAGONAt METHOD ("SEVERS AND FOURTEENS-) 5. instalf a hill shingle against the right edge of each shingle in Cap for 5'(1 25mm) Exposure over stop flas�ing courses one through five. Remember that course one shingles are 2� Apply the next cap shingle so the folded front edge covers the sealant stripe resulting in an 8" aposure. Fasten with one nall NOTE ` Nesting is oing" methods when reroofing preferred over"brid, only 10" wi& because nesting sheds water best and looks better, Nesting, as Starter Shingle ;file of the cap shingle 8 3/4" back from exposed applied on each English Dimension described below, is an easy application over square -tab asphalt strip CONTINUING UPTRE ROOF: r end and I" tip from the lower edge. Fasteners used to apply caps shingles with a 5" exposure. If vou are covering a different type or I Beginning -ainwith A full shingle -eat the five -course pattern A, f �4. 11 �l -1, F­ L a t Figniv 154ZAPP�ving lbefirst 5 courses ofifetric dimusk-a size shingle, you may need to cut back the tabs so that nesting is up the left rake. through. 971g, Note: Ybe Land,11ark 7Z dimensions differ (swe instructions belou, Fasten possible. 'to do this, simply cut off the leading edge of all old shingles 2. Fill-ho courses across the roof in a stepped diagonal fashion using oa4zr) Flashing when they are lapped less than 2 1/-?:' by the my shingles. This permits (250mm) To Roof full shingles, Do not ran courses straight across. 6­�_ 415116'- XND THROUGH 5TH COURSES: -415/1 Allat nestedapplication that avoids lifted edgesandshimps, closer than 3 t/2" froin (1251MM) (125mm) Approx. F 6 IMPOVAN Do not align joints of CAUTIONI Failure to follow instruction steps 1-5 below wig bring Flawng (203 rnm) joints too close together and may cause tiftattracdvv, patterns! one another. 1. Cut 55/8" off the left end of the firstshingle and save this piece for Notch for -�w Line valley by can ering I 36�' (915 mm) witle ONE ROOF -OVER METHOD gure 154 oapsbingle otvr Me slarterptecr, Centering Cortaitilepil WinterGuard later use, Apply the 33 'A' (34-3A" for Landmark Tl,)_1ong piece ovex flusb iritb the bottom and side e4ex oftbe starter FOR METRIC DIMENSION AND --course shingle. Leave the bottom 51/8" tab portion 131/4" Waterproofing Shingle and above the first Underlayment or of the first -course shingle exposed fture 15-12). LANDMARK TL SHINGLES 2. Install caps beginning at the bottom of a hip or at either end of a 1!4'Overhang I equivalent directly 44- -Iqpp- - (337 in) Notches for Alignmen to (6 mm) 4, 2. Cut 111/4" off the first shingle of the third course and save this for 17�1 00IN9 ridge. Apply astarter piece that has the bottom 5" (5'�/S` for the Top Edge of the Previous 70 lonq/ls The same method used for clean -4eck application of these shingles are meoic) removed (Hgarr 15-18), Fasten the starter with two nails (196mm.) to deck. I 1 -22. rbe Wra exposior and thickness ofConiourRiage mh=res lell I 911�11 ;ell latm Install the 27/2" (28 34' for landmark TQ long piece over located about 3" from the rake edge, and I" In from each side Cap for 55/8" 0 41 rum) Expos tire Fig 15 used for roof-overs. Application of these shingles over English dimen- t* rooflines and saims insta"Arm time IZ70'0, QT1 k and above the sccoird-coursc� shingle. edgv-, Make sure fasteners used to apply caps penetrate at least shingles Is not recommended - due to the high cost of workman- A sion 3.Apply the previously removed 111/4" long piece over and abovethe a gauge to 1q/ V ��/ 421 ship and greater risk of worker error, 3/4" into or through the decldag� 3, Continue In the game fashion using the sealant stripe as I A�ZVI Metric Dimension I /?" !/�0,7'- third -course shingle. install cap shingles at an 8" exposure. 1 rJols 4. Apply the previously removed 55/8" long piece front the second NOTE: To assist In proper alignotent when ridge vent is not used, snap A chalk line parallel to the hip or ridge along the line where 1 */7 Figure 13-19: rweb Shadmv Ridge shingle has a centewhig nokb and HIPS AND RIDGES 0�\ course over and above the fourth -course shingle. /_0 the side edges of the capshingles should be. Aro fide -alignment note/mv to bet ient P ensureproperplacm laejx 'Ila �'/o �, 5, Install a full shingle against the right edge of each shingle in 3. Apply a full cap shingle over the starter (FIgure 15-18), and place courses one through five. Figure 15-15: Five-Cmmw Diagotmi, Naded SHADOW RIDGE' ACCESSORY SHINGLES fasteners at 55/8' (61/4" for metric.) up from file exposed bottoni CONTINUING UP THE ROOF- FOR HIPS AND RIDGES edge and I" in from each side, _Nails must not be, exposed on the (306M Laying Notch STARTER COURSE: Shadow Ridge *ngles have an accented shadow line that Is to 1. Beginning again with a full shingle, repeat the Ilve-course pattern finished roof. All tied heads must be driven straight and must not up the left rake. 1. Remove the tabs and the top 2" from standard self-sealing Cut into the sbinglesurface. complement these shingles. Simply Fold along the pre-cut lines and ova S��', of shingles, leaving 5" by 36' strip& 2. Fill-in courses across the roof In a stepped diagonal fashion usin detach individual cap pieces, Save valuable installation time compared 9 . 2, full shingles. Do not run courses straight across. Cut 7' offthe length ofthe Rest ship, apply the'29' retrainingplece to cutting 3-tab shingles, over the old firsqt course at the lower left corner, overhanong the IMPORTANr Do notafigit joints ofshingles closer than 31&' from I ge is used, or 3/4" if no drip edge is rakes and eaves if drip ed� one another. Rgure 15-14.- Phishing around a ebioriuy. 71 used. 3. Continue with full-length starter shingles along the eaves Ck tro' rn) v0ey IST COURSE: Figure 15-16. Shadou; Ridge arcessogshingles d,-Awb easkefrom 1, The first-cmirse shingles are made of full lardAlark shingles with thrm-piece units to make 72 individual cappieces. 2 " cut off the bottom of the tabs, 2. Align the first -course strips with the left and lower edges flush Figure 15-18., lustal(C* ShftlgAff at their CO"Wt n. p6sair, Dgwre 15-20., Vse king nok-bes to c%mier sbingiees on Ois and Figure 15-11: H)ghlf,�4# qfclosed-cut valAZY delails. with thestarter course. and cotw afffastenem ridges and to hoeale The mffmt e"sure Cbapterl:, CERTAINTEED SHJNGLE APPLICATOICS MANUAL Chapter45 CERTAINTEED SHINGLE A]PPttCAT0R!S MANUAL 145 144 Chapler15 CERTAINTEED SHINGLE APPLICATOffS MANUAL Chapfer4lt CERTAINTEED SHINGLE APPLICATOICS MANUAL 145 146 5 0 y ON LO C:) 0 al� LO tl_� M M CD 00 0 4 W 4 Q) 1:,�, r-, _4 cf) M Q) C) tN, U U P4 �4 cn in a �Z Z g Zo F W_ 0 c) 2: LU LU W, 0 (,A 0 LU (3 LU Z LCLI LZU 2 ru <J65�1XZU_XZ0<:)2 F<- - CYMO W0?5W_W0M V) LU U.1 CYO 0 U) 0 Z 0< 0_0 Z LL 8 ;2 W W LL LU > < < 0 0 LO V) C 0 N 2 C) C) cl) LO C) C) Z Ln 0 F) > l.-4 > — C:) QD L0 d, M 0 ro < Jc V) CD- 00 E Z C) C) 110 CD Ln C) > C) _W r_4 75 Cn U W "*) E > 0 Ln Z 0 C:) Z :5 il. SHEET NO. 0 Z Fn W L0 > WT&C&DATE Z0 mar: I .J Z V) " Z 0o LU U U =) Z In LLJ 0 ce LU LU CQ Z 0 F_ Z 15 W LLI Z V) Z < Q: Ime 0 U LLI X 0 V) Ln 0 Q r4 0 �D fN a FuZ ZZ ee i} r•,, W O ui ; N W �1 � a DOOR LABEL DOOR LABEL DOOR LABEL DOOR LABEL PRODUCT ACCEPTANCE PRODUCT ACCEPTANCE PRODUCT ACCEPTANCE PRODUCT ACCEPTANCE z�9 NUMBER - DSI-222 NUMBER - DDI-224 NUMBER - D8DI-228 NUMBER - D8SI-226 & "0 a C4 O a a Cl 6 NN, W M W ey H— W 0 0 >~ t7 00gm� �� ZO W O �'�!OvD W t:F-LOLZ hZ Z FINAL ANCHORiNG OF A WOOD FRAME UP TO 5'4 X 6"8 x F1NAi- ANCHOAWG��_Wl_1nD FRAME - DTP TO 6"0 x 6-8 —1 a J c x ��� in- SINGLE� INSWING UNIT W/WO SIOELtTES PRODUCT ACCEPTANCE No.: DSl222 DOUBLE INSWING UNiT FiNAL ANCHQRING OF A WOon ii � B H cn 0 Q__�$�(jv UP TO 5 4 X B'O (� O t 8 PRODUCT ACCEPTANCE No.: DD1224 SINGLE CT ACCEPTANCE UNITE No. SIDELD8SI 26 FINAL ANCHORfNG OF A WOQD Ff3� UP TO 6'o X 8"0 W w0p Sn z PRODUCT ACCEPTANCE No.: 085122b - DOUBLE INSWING UNt'T E-' _ � S F N 6 g •• 6" t— 11" 6,• PRODUCT ACCEPTANCE No_- D8D1778 Z IV, TYP. 6' 6" °' 7 7 7 "7 5 9 7/8- ' 8" —O O ,D _ 12" TYP. O 7 5 /$'• �' 6" 6,. 14" TYP. • 1A"TYP. 4" •rr7Y a •a• t i 3 ©— 12" TYP. 25 1/2". 'D, 7 + ].2••:TYP. `Q s0� 3 14" TYP. 30, , 14"TYP. TYP. '-A� A�CT1flE NACj>yC 1i1NGE DETAIL —� •B 'E• WNW 3Il)EL/TE t5 ATTAtxIED TO -'� —(7� "D" HINGE DETAIL 12" TYP. 14" TYP. �05 NNW &US:A /1;4� Ntt57 —`/ O ,aLown,FA _O 5 1/ 2 " tJ>�0 �1SiAO OF A 5 SCaEIr 14" TYP. �Q 12" TYP. 25 1/2". i A' 'B' r*E' t.iWe A �4� 12" TYP.-- ►O ©� AND A 107 SCREW PER SCREW SCHEDULE. s 1/z^ © - •- —OO— 5 1/2• AND A ;r 7 stxEw Pi11 scNrDut.c _0 51/r' O7 — 12" TYP. _.'� • • A •T 14" TYP. 30" ,B 14- TYP. TYP. ,E, 12"TYP.. 251/2". 'E' ACr1urE I 7 ^0 0 — —C7O C7O 7 12" P. =QQ-"'� O — LLL 14" TYP. 7 i 14" TYP. -© © 12" TYP• 5 i O 7 OO SEE LOCx MiG. 7 7 41/2 LJ--fd — ,A, 7 7 SEC t.ocx kov. 12" TYP. _ 7 O — O INSTRUCTTDNS �A • © -rOO -� L•-? 1/2 4 �,: ,) �- vM L O (D— W '-I /2a 1/1 4.- ,. TYP. A- O O O 0 c'*� O 00 �1/r a 1 "Z' LATCH DETAIL - 8- LA77Clf DE7Alt L_- i --I i~ � ( � $CRE1Y a 10 x 5 W iLA7 ►#.M .t,M— a i/2" a 1/z^ !•, t'~ I , 3# 10 x 5 8" f1AT HEADAM. a 10 X 1 3 4" PWI PS FLAT NEAO WiEWLATCH MG rUN I 8 x 1 TO a 1/r IM1EN SIOE1IfE IS ATTACHED TO 1YF+ET► SJDEt1fE 15 ATTAd#A TO a 1/r N !v 2 N 1� "y CO # 10 x 71 1 3 4" t*LAT HEAD Pf•NtA#+8 FLAT HEAD S1 RE" } 1 i L i O 4 t�►7C►t , t)5i: #S x i 3/4" s iO x 2" PHRIA'S RAT tifil0 � � oT Q) 5 #10 x 2" K!OAT� �(/IT Ap $ SCREW SCHwLkz 7 10 x 3" PtalUPS RAT HEiAO 7 #10 X 3" PMILt1P5 FlJ1 NEAR W 37A#(E AND 4 SCREW 3 10 x 5 8•' PtfILUPS FLIT HFitO w tAcr # ANO / 4 SCREW im SINE OF 7 FROAf SCHEDULE 4 10 X 1 3/4" PH/U)PS fLAr HEAD u t �� JfEDtttC. (11 F (11 AWNL\ N N s iA X 2" PHfWPs FLAT NfitD X. TYP . SCREW scHEDlx£ uCqMual� 3 2" TYP. 7 10 x 3" I MUPS FLAT HEAD a 11r a 1/z^- 1 . � r 2" TYP. 3 10 x 5 8" PHU PS FLAT HEAD a 1/x^ s 1/2- 2" TYP. '1 '1.... - � 4' d Pmut pS MT HEAD 7 7 7 .l, 1 7 7 r3� 5 10 x 2" P"U>PS FLAT HEAD 4" R` 12" TYP. (7� YY 7 10 x 3" PNiLUa$ FLAT HEAD Z Z 77 7 b lJ 7 7 7 w` µ1 9 Uj ,D, 7 5x ` W W W �F �DZOm���' MIN. $ 9 7/8•• 1r' TYP. 25 1/2" LAME LL1 a' Z o-+ W li 14" TYP. < (j Q� WZ�WZc) w 25 5 1'/2" Q Q H d i Z tL Z O a a ,D, 7 CL*W .+ Imo. NSWWG RES�a O 7 7 SEE LOCK------ Vf O u,I O tyI 7 _ 7 3 SEErE L°`TlhrcTq�irs 12•' TYP. O N1 to 5 9 7/8 O' O Z V Q aQ. 0 °� a O 14" TYP. 30" WMNlFAC7tJ O ,H, 7 ,Bs ,C • Q LL 7 12" TYP. 25 1 2" 7 • F- O ¢ Q 7L-A d2- 14" sec t.bcx urn MletMNP THaFssxx n �� Q O W W Q D� a fQO O •B "B" HINCE DETAIL / T s 1/z" 7 �+ 3 wsnoucrxr+s a O a Zo"C" LATCH DETAIL jS��14" TYP. 5 1' +� • 12'•TYP. y15Avuvc .rxaesHotD 7�-B" HINGE DETAIL1r TYP. •C, = �- j 'LATCH DETAILO25 1/2" O TYP. 30" •C, 0 7 ,, ^^ ,C, 7 W 12" TYP. Q 7 {Opli•.ed} 4--p, 7 7 7 14" TYP. i O 7 a..� aA, 7 77770 5�1/27t" � RA1rMesholdL(ow"—w) a 1/2- �.- j�lp-' dF 4 UNE Z V) r-4 '�' O " D" ASTRACAL PLATE SEE Lncx _____ D°_�� c, si�92 �• t•wuFAC6--rt es aF--i 1 wsTF*JC7X S 4 L > N Product Acceptance No: D8SI-226 -D" ASTRACAL PLATE sec taCx m O 1 Size: up to 5'4 x 8'0 kswing ( wood jamb) Configuration: X, OXO, XO, OX WST"vLn "ANUr' C o"s , h 2'0 2'4 2'6 218 3'0 M+SreucnoNs W Product Acceptttact No: DSi-222 SingleOpaque + 99 +89 99 +so, .so, 3.3 -64 +5o 60 W/Sidelita * 53. )4 64.0 t *54 -60 Size: up to 5'4 x 6`8 8 (wood jamb) Configuration: X, OXO. XO, OX 2'0 2'4 2'6 2'A ...... 3 0 S$t ieeLek GLud +99 -99 +99 -89 +go, +78 -78 +70 -70 W/Sidegks *5134^64.01 *50-60 80 +80 -+80 -30 +so -Su. 4130 -90 tDoor does nor rt�x Missik Loped) Single Opaque +80 -eo +60 -60 +&i -00 Teat N 210-M4A5 6,10,11,12 Mfg. by: Non Ya Plastics / Plcstprc Liv%ngston. N) 070319 n Y--1 W/Sidelites ++60 -71 +56 J7 +50 '10 0 CO Single Gla-ead +75 -110 +64 -n �5h -6(t +50 fIi — �- 1 W/Sidelites (Door dots not meet K3$11e Impact) Tat N 210-1997. 210-2024 Mfg. by: Nan YA Plastics! Plnstpro Listingstntt P11 97039 T"I + Z C) O ko NAN YA PLASTICS CORPORATION / PLASTPRO, INC. NAN YA PLASTICS CORPORATION / PLASTPRO, INC. NAN YA PLASTICS CORPORATION / PLASTPRO, INC. NAN YA PLASTICS CORPORATION / PLASTPRO, INC. DISTINCTION FIBERGLASS DOOR DISTINCTION FIBERGLASS DOOR DISTINCTION FIBERGLASS DOOR DISTINCTION FIBERGLASS DOOR PRODUCT APPROVAL TEST RESULTS PRODUCT APPROVAL TEST RESULTS PRODUCT APPROVAL TEST RESULTS PRODUCT APPROVAL TEST RESULTS INSWING: Opaque and Glazed INSWING: Opaque and Glazed INSWING: Opaque and Glazed INSWING: Opaque and Glazed Max Door Size: 5'4" x 6' 8" Max Door Size: 6'0" x 6'8" Max Door Size: 5'4" x 8'0" Max Door Size: 6'0" x ST" DESIGN PRESSURES DESIGN PRESSURES DESIGN PRESSURES DESIGN PRESSURES OPAQUE GLAZED OPAQUE GLAZED OPAQUE GLAZED OPAQUE GLAZED Description Door Size Pressures Drawing # Description Door Size Pressures Drawing # Description Door Size Pressures Drawing # Description Door Size Pressures Drawing_# Description Door Size Pressures Drawing N Description Door Size Pressures Drawing # Description Door Size Pressures Drawing N Description Door Size Pressures Drawing # Single 2'0" x 6'8" +80 -80 99-01 Single 2'0" x 6'8" +75 -80 99-04 Double 4'0" x 6'8" +74 -82 99-08 Double 4'0" x 618" +74 -74 99-06 ° " ' " ' " Single 2'4" x 6'8" +80 -80 99-01 Single 2'4" x 6'8" +64 -77 99-04 Single 2 0 x 8 0 +99 -99 99-01 Single 2 0 x 8'0" +99 -99 99-04 Double 4'0" x 8'0" +99 •99 99-08 Double 4'0" x 8'0" +49 -99 99-06 Double 4'8" x 6'8" +64 -70 99-08 Double 4'8" x 6'8" +64 -64 99-06 Single 294" x 8'0" +89 -89 99-01 Single 2'4" x 890" +89 -89 99-04 Double 4'8" x 8'0" +89 -89 99-08 Double 4'8" x 8'0" +89 -89 99-06 Single 2'6" x 61" +80 -80 99-01 Single 2'6" x 6'8" +60 -71 99-04 Double 5'0" x 61" +60 -66 99-09 Double 510" x 618" +60 -60 99-06 Single 2'6" x 8'0" +84 -84 99-01 Single 2'6" x 8'0" +84 -84 99-04 Double 5'0" x 8'0" +84 -84 99-08 Double 5'0" x 8'0" +84 -84 99-06 Single 2'8" x 6'8" +80 -80 99-01 Single 2'8" x 6'8" +56 -67 99-04 Double 5'4" x 6'8" +56 -61 99-08 Double 5'4" x 618" +56 -56 99-06 ' " ' " ' " ' " " Single 2'8" x 8'0" +7g _78 99-01 Single 2 8 x 8 0 +78 -78 99-04 Double 5 4 x 8 0 +78 -78 99-08 Double 5'4" x 8'0 +78 -78 99-06 Single 3'0" x 618" +80 -90 99-01 Single 3'0" x 61" +50 -60 99-04 Double 6'01' x 6'8" +50 -55 99-08 Double 610" x 61" +50 -50 99-06 Single 3'0" x 8'0" +70 -70 99-01 Single 3'0" x 8'0" +70 .70 99-04 Double 6'0" x 8'0" +70 .70 99-08 Double 6'0" x 8'0" +70 -70 99-06 Single w/sl 2'8",x 6'8" +60 -60 99-01 Single w/sl 2'8" x 6'8" +50 -60 99-04 0 g tug Single w/sl 5'4" x 8'0" +53 -64- 99-01 Single wlsl 5'4" x 8'0" +53 -64 99-04 � O Single w/sl 3'0" x 6'8" +60 -60 99-01 Single w/sl 3'0" x 6'8" +50 -60 99-04 Single w/sl 6'0" x 8'0" +50-60 99-01 Single w/sl 6'0" x 8'0" +50 -60 99-04 O N Configuration; X, OXO, XO, OX Configuration: XX Configuration: X, OXO, XO, OX Configuration: XX O i TESTS TESTS TESTS TESTS I > Certifying Florida Engineer Certifying Florida Engineer Certifying Florida Engineer Certifying Florida Engineer Test Description Test Location Test Date Test Report # and License Number Tat Description Teat Location Test late Teat Reporrt # and License Number Test Description Test Location Test late Test Report # and License Number Test Valicrigtion Test Location Test Date Test Report N and License Number 04 ASTM E-330-90 Uniform Static National Certified Testing Lab 11/03/1997 210-1987-GsjPx y Barry Portnoy ASTM E-330-90 Uniform Static National Certified Testing Lab 10/03/1997 210-1991 Barry Portnoy ASTM E-330-90 Uniform Static National Certified Testing Lab 04/01/1998 210-2024- Barry Portnoy ASTM E-330-90 Uniform Static National Certified Testing Lab 04/01/1998 210-2024- Barry Portnoy Air Pressure Orlando, Florida _ 04Q11998 210-2024- b P. E. No, 16258 Air Pressure Orlando, Florida 04/01/1998 210-2024 P. E. No. 16758 Air Pressure Orlando Florida 4 S 6 10,11,12 P. E. No. 16258 Air Pressure Orlando Florida 10 11 12 P E No 16258 AAMA 1302.5 Forted Entry National Certified Testing Lab 11/03/1997 210-1987-1, 2,.7; d Barry Portnoy AAMA 1302.5 Forced Entry National Certified Testing Lab 10/03/1997 210-1993 Barry Portnoy AAMA 1302.5 Forced Entry National Certified Testing Lab 04/01/1998 210-2024- Barry Portnoy AAMA 1302.5 Forced Entry National Certified Testing Lab OV01/1998 210-2024- Barry Portnoy z _ Orlando Florida 04/01/1998 210.2024• Y r, G P. E. No. 16258 t�-&.Ada Florida 04/O1/1998 210.2024 P. E. No. 162.58 Orlando, Rorida 4 5 6 10 11 12 P E No. 16259 Orlando, Florida 10,11.12 P. E. No. 16258 ' ASTM E283-91 Air Infiltration National Certified Testing Lab 11/03/1997 210-1987-/, 7-AV Barry Portnoy ASTM E283-91 Air Infiltration National Certified Testing Lab 10/03/1997 210-1993 Barry Portnoy ASTM E283-91 AirInfiltration National Certified Testing Lab 04/01/1998 210.2024- Barry Portnoy ASTM E293.91 AirInfiltration National Certified Testing Lab 04/01/1999 210-2024- Barry Portnoy Orlando -Florida SUMS 210-202 +..& P. E. No, 16258 Orlando, Florida 04/01/1999 210-2024 P E No. 16258 Orlando Flodde 4 S b 10 1 t 12 P E. Na 16259 Orlando, Florida 10.11.t2 P. E. No. I6258 W y 1 " Z Z ASTM E331-96 Water National Certified Testing Lab 11/03/1997 210-1987 j,2,}. Barry Poritnoy ASTM E331-96 water National Certified Testing Lab 10/03/1997 210-1993 Barry Portnoy ASTM E331-96 Water National Certified Testing Lab 04/01/1998 210-2024- Barry Portnoy ASTM E331-96 Water National Certified Testing Lab 04/01/1998 210-2024- Barry Portnoy O W 0 O O Penetration Orlando, Florida 04/01/1998 ( 210-2024- % 4 P° H. No. 16258 penetration Ortando Florida 04/01/1998 210-2024 P. E. No. 16258 Penetration Orlando Flo ida 4,5.6,10,11°12 P_ __E. No. 16259 Peate�atton Orlando. Florida tO.11.12 P. E. No. 16258 U 1-4 V V N "l/ n *_0 _ o W s Product Acceptance/Label No: DSI-222 S 61,v, Product Acceptance/Label No: DDI-224 , Product Acce tance/Label No: D8SI-226p Product Acceptance/Label No: D8DI-228 A n % �� 0) O O Mb //�,,1 4A/f� v f r i� � ii 1 `� I L— z LU ce X =mW~ r- U > �W O � Zoo cn V) W Q OV�o WE a O 2:�' z e-a z =� oC)z g OSHEET NO. z o0 LU W W .� O 3 LO S9 :3 to N LO 0 CD O MSr. T DATE 21, 05_ J 0 b In bb ONE By W03D CONCRETE OR CAULK BETWEEN IMPORTAN7` INFORMA71ON & GINEM NOM CUNCRETE OR CAULK BETWEEN WOOD INSTALLATION ANCAM IMPORTANT INFORMATION& GENERAL NOTES BUCK BY OTHERS Ac MASONRY OPENING WOOD BUCK TITese robris are prWded to epsum prolper InshIlation of Florida Extrudm Mfleslme 4A9GNPY UPE MAS'Y' OFtNING 3/161 DIA. TAPP5R Them notes are ptoAded to emm Mpet ft-taltaton of HYM UouclerS Milestom -BY OT BY OTI �K GTE HERS MA.S!Y, UPENING MING - C� IERS (N BY OT14ERS pmducts and rmst be fbkwLed fully, ZL � (NOTE 12) Products and must be fdkAved fally� 4914RAL. (100": ONE 13Y WOOD I CAULK BETWEEN BUCK BY OTHERS 1-1/0 MIN, gqLPAL _IWALLATION INSTROCTICONS WINDOW FLA Gr QUICK WIDTH� 11;141t,�Ntlt - gN�m��� (NOTE 6 & 7) 7) APPETE$T0 ALL NON-5TRWFURAL8U(XS LESS THAN I 1P*THXXNM.NUT WOOD BUCK 1-1/4' HIM ONE py WaUD INSTALLATION ANCHOR CAULK BETWEEN EMBEDMENT 1) SHIM AS REqM ATE" INMLLATION ANCHOR WITH LOAD SFAFGNGSHIM� MAk INTUV5D TO UNIT TO NOMINAL M BY WOOD BUCK ORM BUCKS GREATER EPTEDMENT A, BUCK BY OTHERS 3/16* DIA, TAPPER I> 1) SHIM AS REQD, AT EACH INgTALLATION ANCHICA WITH LOAD BEARING SHIlNL MAX, WINDeV FLANGE THAN I- NOWMAL (V4' THICK) AM L"S THAN r NOMINAL (I Vr TRICK) WILL vmGTc 6 & 73 MOTE 12) ALLOWARE SHIM STACK TO BE Itot�� L WOOD PUCK ALLOWABLE SHIM STACK TO Be V4'. REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF t Z) USE SILICONIZED ACRYLIC CAULK BEHINOt WINDOW FIANGGE AT HEM & MMM M 1/41 SHIM INSTALLATION ANCHOR SHIM AS R�g �b 2) USE SWCONI&D ACRYLIC CAULK BEMND WINDOW FLANGE AT HW "MM NOTE 6� MLIST ft ATTACHM'MTHE WOSTRAIE VMOX x16 ADHMM C4ULxOqk ALL W A B N U E N r K CO 3/16' DIA. TAPPER <NOTE 12) 1/4, HA� SILL MU5T BE ATTACHED TO THE SUBSIRATIE WITH VULK15M 116 ADHESIVE CAULK OR SPACE M . AX.71. APPRWED EQUAL APPLICATION OF VULKEM LIA ADHMW CAULK AT MAW SILL MST INStAUATION ANCHORS MST BE ME OF CORACISION RESISTANT STUCCO RIGID VT14YL (SEE NOTES) APPPCIVED, EQUAL, APPLICATION OF VULKEM 116 ADHISME CAULK OR APPROVED MATSMAS OP. HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR BY OTHERS SHIM AS REUT. CLAZING READ COMPLY WITH SEALAW MANWACTURERS RECOMMENDATIONS. THE ENVIRONMENT ANDIOP, MAMING MATERIAL WHERE ANCHORS ARE USED IN 7 1/4' MAX, CTYP.) EQUAL AT FRAME SILL MUST COMPLY WrTIH M!"NT MANUFACTURERS 3) LIM SILICONIZED, ACAVUC­ CAULK FOR PERIMETER SCAL AROM EXTERIOR OF PRE SSU*t- PREMVATIVE TREAT t D WOW, TI ie WOO 0 S UPPLI M SHALL BE PERIMETER SEE NOTES) RECOMMIENDATIONS. STUCCO WINDOW FLANGE AND TO MAL WADS OF INSTALLATION fASTIENERS CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE ' R CAULK -// 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMEM SM AROUND 0MRIOR OF 4) FLORIDA EXTRUDERS IODO SERIES HORIZONTAL SIM IS SHOWN. PRMRF-PRWPVAT1VE TREATWNT PROCISS Uft� By GTIHtR� GLASS C WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION fASMER1 5) WINDOW FRAME RATFRIAL� ALUMINUM ALLOY 6063, 9) ALL FIELD $UPPU ED HUES IN THE FRAME (IF ACQUIRED) WILLDE 3116. IN FLANGE TYPE (TYPI)ISEE NUT ES) 4) PLORIDA EXTRUDERS 1000 WIES Slllai HUNG IS SHOWN. THIS MINT ALSO PERIMETER SHIM AS REWD, DIAMETM WINDOW FRAME APPLIES TO THE FLORIDA MRUDERIS 15M AND 7000 5RIES SINGLE HUNGS. CAULK (SEE NOTES) SIM ANCHOR IN INSTRUCTIONS 10) WOOO SCAM SHALL Hert Ang Bacl vrRqWONAL "IPAIMMis. RIGID VINYL_/ HEADER 1 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOM #8WWD GLAZING BE FLAWGr TYPE 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. BY OTHERS OUtK WINDOW FRAME WIH. 14E FT) "NePAL. SCREW - I/&, DW Pluat HOLE & old WOOD SCREW - 91W CIA, PILOT HOLE (TYP.) CLASS /c 6) NAIL ATTACHMENT OF NON-STRUMRAL ONE BY PUCK 15 4- FROM EACH CORNIER AND �NATTONAL CA OW STR I, W-K JAMB CAULK BETWEEN "TRL INDOW -LANGE TYPE DESIGNSPECTFI TIONFCFkW CON UCTION (TYP) CSEE NOTES) ANNOR INSTALLATION INS 4CMNS 1151-IT) WINDOW FRAME (WIN OW WINDOW rLANGE r ON CENTER, USE A HORO"D 't-WL' VAT14 A OM'r DIAME115A. AND I Wr LENGTH I -EIGHT) 3.K WOOI) DUCK PERIMETER GLASS �TYR) HEADER (S/V'EMBEDMUfTIAWDENED-MASU"IkYNAIL�WrMA0,14VOLWETERANI)1'4- 11tIV Ink. TAIPPER CONCR"t SCREW (WrTM NON-STRUCTI)RAL ONE BY (DUCK CAULK GENIERAIL, �SFE NOTES) LENGTH (aj4'tMWOMVM OR E�MALM WEKYD BUCKJR CAULK BETWEEN WINDOW HEIGHT) ly OTHE'RS FLANGE & PRECAST SILL W.W1 (WINDOW WIDTH) 6) NAIL ATTACHMENT OP NON-8TRIMPAL ONE BY PUCK IS 4' FROM Pt" CORNER LINE BY vnOD BUCK, BY CONCRtIr OR I* WHERE wm* is InsTALLIBD IN MASONRY omm WITH A V/ VULKEM 116 ADHESIVE " OTHERS �NCITE S 1. 7) MASONRY OPENING CAULK, OR APRV'D. COL. STUCCO BY OTHERS AND 6' ON CENTM USE A HARDENED 'T-NMV WITH A (1,057, DtAMMR, AND I 31r 91W, BY OTHERS NON-SRUCTURAL ONE BY WOOD BUCK (NOTE 7), USE A 3/16- DIA, TAPPER CONCRETE OR WOOD BUC ks LENGTH (5/8' EMBEDMENT), A HARDENED -M1A!IibNRY NAIV WITH A 0.14r DIAMETER —(RUCK WIDTHr-.7 1-1114, MIN. CONCRETE SCREW OF SUFFICIENT LTO, TO ACHI M- MIN. EMBEOMeNT OP 1-1/4" k4stwpy OPENING 1/41 SHIM FLANGE TYPE SECTION 9—B mAs,y. aprNING RIGID VINYL INTIO MASONRY OR OUNCRM PERIMETER WINDOW FRAME BY OT14ERS BY OTHERS AND 11/2" LENGTH (314" EMBEDMENT) OR EQUIVALENT, FOR ALTERNATE SECTION GLAZING READ FLANGE TYPE SPACE mAx7- 13) SEE SHEET I FOR TAPPER INSTALIATION ANCHOR LOCATION CHART. LETTER CAULK SELL A -A/", UgE A 0. 113' DIIAMMR COMMON WIRE NAIL WITH A 3/4" 04MENT OR PERIMETER (TYP,) WINDOW FRAME SHIM AS REOS DY DIRLIRS CONCRETE UP oEsiGNAnom ON THE TAPM LOCATION 04W INDICATE WIERIE TAPPER NG EQUIVALENT" NAILING NOWSTROCTEIRAL ONE SYBUCK INTO A TWO BY CAULK EE NOTES) CUNCREDE SCREWS ARE TO BE INSTALLED WHEN USING THE EX`CERM MAS13NRY LIFE BY OTHt:RS FLANGE TYPE JAMB 41 BY OTHERS /A STRUCTURAL BUCK, WINDOW rRAmE INSTALLATION ANCHOR ELEVATtON ASA KEY. 7) APPLIESTO ALL NON-STRUCTURAL BIJCXS LM THAN 11/2' TKCKNEM NOT SILL 3/161 DM TAPPER 14) TAPPER (RAWL) CONCRETE SCREW,KkNUFACTUM BYPOWERS FASTMG, ------ INTENDED TO LIMIT 70 NOMINAL ONE BY WOOD PILIM ONLY., BIUCKS GREAM TMAN (NOTE 12) JW- WILL Ot USED. TAPCON (by ELM TEXTRON IW-) OP TM (by SIMPSON MIN, EMPI V NOMIMAL(3/4'THICK)ANDLMTHAN 2!'NOM1N&(j1rt tHICK)WILLREQUIRE RIGID V14YL STRONG-ITO CA14 BE SUBSTITUTIED, WITH T14E FOLLOWING LIMITATIONS FOR NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 64 GLA71145 BEAD PRECAST SILL 2)(4, M, 9X8 W13DD PUCK THE HORIZONTAL SLIDING WINDOW ME D24, DM, D2S AND D26! BY OTHERS BY OTHERS ME NOTE 16 & 83 8) ALL INSTALLATION ANCHORS MUST BE MADE OF C0005ION RESISTANT GLASS <TYP,) a) INSTALL TWO ADDITIONAL FASTIENEAS IN HEAD OVER CHART SECTION A -A ONE BY WOOD BUCK BY OTHCRS'zL A, MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE (SEE NOTE$) A"WMM AT LOCATIONS A AND D, (OPTIONAL) ONOTE 6, 7 xnd 16A) ENVIRONMENT ANWOR FRAMING MATSUAL WMEM ANCHORS ARE USED IN CAULK BETWEEN" 15) ALL REMAINING FACTORY APPLIED 067ALLATION FASMER HOLES NOt W1W INSTALLATION ANCHOR PRIESSURE-PRESERVATIVE TREATED WOW, THE WOOD SUPPLIER SHALL BE VI?4Vnv FLANGE USED IN TAPPER CONCRETE SCREW INSTA"TION SHOULD PIE FILLED WITH 08 VIEWED FROM #10 WOOD SCREW MOTE 16 and 16A) & PRECAST SILL WOOD SCREWS OF SUFFICIENT LTH. TO FAMDE MIN. StS IN, EMBEDMENT INTO A CONSULTED FOP RECOMMENDATION OF ANCHORS COMPATIBLE WIT14 THE W/VULKEM 1116 WOOD BUCK, PREssuRE�PREsmAnvETREATmENT PRoass usm. ADHESIVE CAULK PRECAST SILL JSECTION A —A CAULK BETWEEN A E3 c EXTERIOR W ELANGE SECTION A —A ALTERNATE) 9�) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE J116'm OR APPROVED EOL BY OTHERS WINDO *to woce smw (wrn4 srftKrim Irwo sy woop NrUtcog. & WOOD nUCK E DIAMETER. For installation with two by PrOmr-Trik 16) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL ,& - 10)WOODSCAM, SHALL MEET ANSI 818.4.1 DIMENSIONAL RMAREME11M A�7 TWO BY WOOD Wa� USE *10 WOOD SCREWS (ANSI ytLt � or w e b (agd u k 11) IF WOOD TENDS TO SPLIT, PRE-BMIE HOLM AS FOLLOM! #8 WOOD SCREW BY OTHERS BY 1 0 A D HERS LOYOTH TO ACHIM.1-3/8" MIM EMBEDMENT INTO THIE TWO BY WOOD BUM I/W OtAL 14LOT HOLE & #In WOW SCREW - 9/64- DIA. PtLCFt HOLE (NATIONAL W.W. rAt It K BETVIEEN 17) #10 'WOOD SCREWS SHALL BE IN51AILLED AT ALL FACTOPY APPLIED B K B DFMGN SPECIFICATION FOR WOOD CONSMUCTION)� E �VINIDIIV WIDTH5 WOOD BUCK 4 INSTALLATION FA$rMEP HOLE LOCATIONS. WR [511 SHEET 2 FOR CONTINUATION Or NIOTM SECT[ON MASIY, OPENING 18) WOW SCREWS SHALL NOT BE USED TO FASTIEN ASSEMBLYINTO THE END F ......... BY OTHERS 45RAIN OF WOOD, JS15E 94EET 2 FOR CONTINUATION OF NOTIM) low SA I x 2 X ilia low S14 rt X a X 3J9 ONE BY WOOD DETAIL JAMP Clyp�) Tuse HUL-Um JARII ITYP3 TUBE MULLIDN IRAtCK WHEPS- --- 11 Wwkm OP "SENN, 1 114, MIN. 4\ #8 X 1/2! SELF lly� SEE FAFPjNC SMS IAPP'Nf sms By t INS lffl� ANCHIOR V16' DIA, V. raiv, SEALANT ILTvr.n WINDOW FLAN'tS %CREW ANC!"N ("P> L ION & WILOON ? x 4 x 31fa E)ITERNIAL MULLION SMS t( I G SKS US INSTALLATION CLP va x i-tiLe gsttrw -tJ2 SrLr I TANIING TAPPIN E MULL04 -=T.f0tLjA-,k-(j) TYPICAL MLILLION TO CONCRM 0 I�IIAD 5UBQN-A--A-�11) MULLION PLIM TO READ & SILL WHERE I )� 4' I x �l 7ng x I/$ ­,�­rr X 4" IUSEVULLIUMS ARE USED) TUPC WJLLTrA 2 Me, x 3118 Icon S." -1 low SLH` 1000 R TUNC wiLLION JA149 Uyp-) JAMD fl`y!`�� JAR5 (TYPI) D A-1 L to x tip SELF r-NVALLAIRN ANCKP -N'v T P ING, SMS I` 3/tV DIA, TAFC;ON R Ula SELF _#a x 112 SELF NOW - 'A' pqw-1 SH3 TAP�INS SMS SILL CLIP 71-1/1,- 0SEL, SCALWT KTWEEN J SEALANT ItTVICEN TAPPING SMS NDTv —7 %$ tMANT 1141WEVI VINIX[v FLwxS 1 L�V MIK V1 Ft r% c HU"ICA EHREDMENI MUL"r-N 06 Wki-ION SECjnN_&-A 7 1 !6 x I-1/e sttr /L, SELr -_L_) t PPECAST SILL BY 01`4M� 'AT -'PING SMS TAPPING tms SECTION A -A (3 SECTION A-A___(4_1 - ------- (TOP �Doltll)NAL Attll� WIWEN PEOUI-�'D) /-I X 4 X 1/9 9 4 9 �/Io TUDE MLLLM04 TUBE MULLION A A I* SA too 9A j4ms �4pl) AM$ (Tz MU, IOU SELT' IAPP!Nf -LION 5NS �TYPJ� Itim" Ill X V, SELF 413 X V2 S507 VIEWED FROM EXTERIOR rAFFIN6 SHS sm,� 4AI, INC. FLORIDA EXTRtJDERStW254j0 JEWETT LAM 55 TCAR-6e SHEET I OF 2 A�l VERTrCAL MULLION SECTIONS SEALANT KIWV N SEALANT BVVEER WoROU rLAWW �� vtwv rtA1Kzt SEEOTHER SIDE( SKEET Z OF 2) FOR I MULLION &I MULLIEN 1-1/2 SELF 1-112 SELF Ac DESIGN PRESSURE CAPACITIES TAPPINo I.Mt TA ING SMS IDPAWN ay� NISH APPROvED sy, WAH !VMt-LG [DATE:12/l/03 ISCAMNTS I(tV JUB'iUNIFTION DUE INI FLORIDA EXTRU SRI, I— W 1-1. 1. 1 1 1 V % f, INTERNATIONAL, INC. C R`�"M 12/19/03 RJA mollwAx OF AumoNvAlioa RD, 92,35 If +1 REV� DESCRIPTION DATE INI FLORIDA EXTRUDERS IS, In. 1 22, M40 JEWETT LANE NOTE 2S. IttvIsto TITTkINSTALLATION DETAIL �CORRIECXO TYPO NOTE 10/16M3 R- H 0 RELATED B B 4 & If AND CHANGED JA cERTmATc or AvlN6m7-ir*N No. 923s SANFOR11 FLORMA IBM X t/9 Im- SR I x L, x 2/8 AN /RIOR "'AND SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500 L 2600 TITLF-- INSTALLATION DETAIL W/ TAPPERS JAMB TUBE MULLION JAMB Clyr',� JUBC Mut-k-laN RE& r. 106kTION ON ANCHORS ILLUSTRATIONS MR $*TE 04 2.3, 20 AND 30 'TYFI.> z 7APPRO HASk. RDnSKWS, oRAws By.. B B vw ay:RJA HORZ. SLIDING FLANGE VINDOW - SERIES 10 �tCliMED NOTE 3, 0, 7 te/lvn RjA A-.] ELEVATION DkTE! 1 IFLEX130 IS C AND `!I� ADM NOTE 23. X 1/2 SELF 46 x Ift SELF DIZAVW BY� 13 B imn DY� RJA 9/0=WALP� NTSIDWO I [IF 2 ELEVATION A ADDED NOTE 6 & 7 TO iAFRIWj SMS SMt' VIEWED FROM EXTERIOR ONE BY 0", tkk­=� IDATE'12/ 19/03 1 SCALE: NTS IDWO.: FLEXOOPO SHEET I OF Z X 4 X Jig SMALANT WIVE" SEALANT DVVE�N TUK KULLION V[RMV fIRAmr I Dow FRANC 4� K&LIUN t WULLIUN 08 x 1-1�2 SELF I-Vaws'ELF TAPPING SOS TAPPING SRS qIN1r-.I F 1-111KIr-, PPAK 1: (PIN) POPIN NTAI Q InPP - PPAMP (PIN]) 1/4' MAX� I' MM EMBEDKEINT WINDOW WIDTH IMPORTANT INFORMATION & GENEM NOM CVUOD SCREV> SH04 SPACE CAULK BETWEEN SHEATHING SIHM AS RECT TWO BY WOOD Trem notes are provided to Ansure proper installation at FtMda btvders Mllettona % TWO BY WOOD (SE- BY OTHERS products and mIFA he foibwed fi^, SHEATHING BY OTHERS GENERAL IN EAMTION INSTRUCTIONS INSTALLATION ANCHOR SHIM AS PFOT� I 48 WOOD SCREW SHOWN (SEE NOTE&) I, M11h 1) SHIM AS N:M. ATE401 WrALIATION ANOM WITH LOAD WARM SHIIC �INDDV FIN & BY OTHERS NOTES) EMBEDMENT MAX.AILLOWAM SHIM STACK TO BE 1/4". APPLY A BEA661FVULKIN 116 STUCCO (WOOD MREV) ADHESIVE CAULK CA. APPROII010 EQUAL AT THE FASTENER t"tION PRIOR TO BY OTHERS GLAZING CTYP.) INSERTING THE SHIMT0 ADHERE THE SHIM TO THE SUBSTRATE ANDIOR (SEF NOTES) WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW 1/41 MAk "AMIE ARE RE CTER SHIM SPACE BY 13THERS 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW M AT HEAD, SILL IN PERII CAULK SHEATHING IAMB& BY OTHERS CAULK BETWEEN FIN TYPE FIN TYPE WINDOW FIN 3� USE SILIODNIZED ACR)FLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF '*'�VINDOV FRAH5 WINIT11W FRAME $HCA1`HTNG WINDOW FRAME, HEADER JAMB ;;�RIME�:E 4) FLORIDA EXTRUDERS 10W SERIES SINGLE 14UNG IS SPIOWN. THIS PRINT ALSO GLAZINC, <TYP,) IMIALLATNIN ANCHOR APPIMTO THE FLORIDA EXTAUOPPS ISM AND 2tbO SERIES SINGLE HUNtS, (SEE NOTES� #8 WOOD SCREW SHDWN 13Y UtHCRS -STUCCO BY MIAMS 5) WINDOW FRAME MAIFEPTAI� ALUMINUM ALLOY 6M, SECTION B-8 ANCHOR msTALLATiom rNsTRUciroNs WINDav— WIDTH GENERAL A 6) ALL INSIALLATION ANCHORS MUST EIE' MADE Of CORROSION MISTANT fWDERMLS OR HAVE A CORROSION RESISTANT COATING APPLIED $UEFABUE FOR HEIGH7 THE ENVIRONMENT ANDIOR FRAMING MATERIAL, WHERE AND40PS ARE USED IN TREATED WWD, THE WOOD 9UPPLIM SKU BE ANCHOR CONSULTM FOP, REMNIMENCA11ON, OF AM04M C"AnBLF WITH THE SPACIN15 EDUALLY SPACE: PRESSURE -PRESERVATIVE TREAT14ENT PROCESS USEV. GLA7114C (TYP.) (SEE BELOW) 7) ALL PIIELD SUPPLIED 14OLLS IN THE FRAME (V RMIRED) WILL BE: ANCHORS (FYI, <SEE NOTES) al) 3116� IN DIAMETER FOR #8 WOW SCREWS, AND b) THE giANK DIAMETER OF THE NAIL ROUNDED UP 10 THE NEXT STANDARD MIGNATION DRILL BIT SIZE. IIEIG147 8) WOOD SCREM SHALL MEET ANSI ITIO.&I DWENSICINk REQUIREMENTS, 9) NAILS SMALL MEET ASTM F 1667, -STANDARD SPECIFICATION MR DRIVEN FASWft NAILS, SPIKEI5,AND STAPUM" FIN TYPE ANCHOR MAI� 10) IF WOW TENDS TO SPLIT, ME-WRE HOLE AS FOUDWS (PER NATIONAL WINIJOw FRAME CTYP') DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS); SPACING W� a) #A WOOD SMM - ijr 01A. MOT HOLE, SILL (SEE BELO 6' MAX, (T YP,> b) 0.1131 CIA. NAILS - #44 DRILL SIZE PILOT HOLE PERIMETER HARDEE SILL ELEVATION z) OTHER NAIL DIAMETER PILOT HOLM NOT IDOMEDING 7M OF'WE NAILS CAULK STOOL DIAMETER ASv REQUIRED. BY OTHERS BY OTHERS 11) WOW SCREW AND NAILL WITHMAWAL VALUES USED To GENERATE ECAr_MU_ JAMIl WIH % AWN G aa-zo DR. FAMMNG REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0,55. WOOD SCREV' 24' U,C, MAX� (IYP,) 12)WOODSCREWSANbNAIIA- "EL HE MIXED TO FM;FEN IMP M4 TWO BY WOOD --------------- BY OTHERS MSEMBLV. INSTALLATION ANCHOR NAILk 7* CIC, MAX, FOR JAHBS AND 13) WOOD SCREWS AND NAILS SHALLN SEUSEDTO FASTEN ASSEMBLY INTO #8 WOOD SCREW SHOWN 10' ELC. MAX. FOR HEAD L SILL THE END GRAIN OF WOOD. STUCCO ISEE SHEET2 POR CONTINUATION CIF NOTM] BY OTHERS INTERNAnONAL. INC. REV DESCRIPTION: DATE 1NI FLORIDA EXTRUDERS jj- V= UT; CAULK VETWI 0 10 RJA 2540 JEWETT LM WINDOW Prlltql ICAT 4IN1q, CIERr=ATE Of AUTHORIZ41M NA 9235 MOD, EWRIDA SHEATHINIG 9 oil IERS USC, ADHESIVE 10� I' RIM At sHlm LOCATim TIIU�INSTALLATMN DETAIL W/418 SCREVS OR NAILS EMBEDMENT c RENISED NOTE 6� 12110/03 RJA SINGLE HUNG FIN WINDOW - SERIES iobatt5w, L 2000 SECTION A —A (WOOD SCREW) MISED NOW 7 AND -7—APPRoviD by. RjA ITILE TO PUIECT 4AIL DRAWN BY-RB ALTERNATE - I JDATE: 12/10/03 JSCALS-� 14, T, S--PW—GELEXOOI?6 S14T I OF 21 TWO BY WWD AUCK R? 13THERS 0- AIL C �,T SHEATHING :NSTALL.Allt.041 AWCHOR 09 WOOD SCREW t"P�� EXTERNAL MIKLITIN MULLION INSTALLATION CLAP APPLIES TO HEAD & SILL WHEPE I' X 4' Woo S1, 1 2- 4- two SA - Tuor 8UILL11% 100 1,14 -,1 1 X e Tile, x via JAMB (Typ�) JAMO �TM) JAMB avp� APNJES TO HIM & SILL WPERE V 9 2' I- X 2 7/16� TUDE MULUDW5 ARE USED #a SELF li8 I B x 1/2 SELF TAP,ING SMS INS rALLATMH ANCHIN? TAPPING SMS TAPPING SMS 99 VC-30 SCRCW yp F S11 I CLIP #a x _,,,R SCLF�C VtNMV FLOW= SEALANT WFWEEN TAPPING INS M&LION WtUmv VoAot WINDOW FRAME I. MalLiloN & K-kLIOR --7 SELF 06 X I -la SELF TAPP14G­t'"�S TAPPING SMS MIAL —r-\ OW4 SECTION L-A-L3:1 - 4' -$�A� A�—� I X 4 X 1,18 1 X 4 x 1119 (FOR ADDITIONAL ANCHORS, VKH REQUIRED) TURE MULLION TUBE PCI-LION A A C000 S+L ION SHL 0e, scur TAPPING lie SELF SEL SMS (TYPI) FIEY�QN \- %MS SMS VIEWED FROM EXTERIOR -TE ATI FLORIDA EXTRUDE RSD` OONMOMN'm�'LINNS -9t FORD, FLOR1kA T[TtkSER 1600/1500 FIN SHE -El I OF VERTICAL MULLION SECTIONS 1-1� TEALMT BSTVC1H x r"T WTUEEK IRMW P0411K SEE OTHER SIDE (SHEET 2 OF 2) FOR 013 x 1 /2 SELF #a x I-v2 Sc;-v DESIriN PRESSURE CAPACITIES TAPPINGISMS TAPPING, S43 MNIN BY: MSH APPROvFX M WA8 SF-CTRON A -A (5) SECTION A -A (51 Al JDATE!,12/1/03 ISCALFNTS jiwp� IVMFIN 10131 pv�'DES15NER WON PWJD-SlgtFW TYPICAL MULLION 70 CONCRETE *�JWB �'TYP-� ' 'T SILL SILL 6Y , ,APfVES TO �AMB WHERE I* X 4 DUAl" OR X If4 Srt-r 08 X 1,14 SELF 9 4* TUBE MULLIONS ARE USED) TAPP94 SAS TAPPING VOS CONCRE-1E W MASONRY-,,�L, By OTHeqs I x F x 1119 x 2 X 3/B V41TOLI-ATION 00AM 3tl6' �14 TORE MULLION TUBE muLLMN 11110� I AP= 1CRr'd ANCICR �TVPA WALAW BEYVEM —CxftRNAI. KII'LIGN WINDOW fL-LE-4; unr NY van­----�' INSTALLATION CUP MULL ION RUIX RY OTHERS Ile x VA SELF X V4 SELF Iwo $VS \-10" P-.A TAP­flkc- SIIS logo PW.1DEST(­,W wjiLOON t MULLION MAD uyp,� WAD (TYP DOW Anr3t:s SFMON A -A (2) !M�IUON . .... A=A.-CO �3�'4 SELF lool v4�DKVaNBAI low P.',ijbcSTcwR NO SW� S�L 0YPJ SILL CIYP�) x 3/0 Its X V SEL 03 X 3,14 SELF HULL1014 TAMNG US TAPPING SMS I x 2 7/1& X I - 18 It I X 2 746 X 3rill Tuot MULLION tUBC MULLION I V4' NON. SEALANT CEN CH)r-b4tNT L MLjLLlt;p NET SEALANT` WINDC, L11M L—,---i I LION ::Lu— " ""' \--to X 7/4 SELF' TAPPING SMS �1-410 X V4 SELF 49 X V4 SELF %L f low S.R S.R TAPPM, SMS HEAD CTYP > HC4D 41YP.5 TAPPING SMS 0 1#0 SK T SEALANT KI'WM SECT I A--&-03 SECTION A -A (4 SFCI()N A-A­�7) W DOW FLANGES "CAD (TYPI) loon SIM /-I x a X 1/8 loon 5H, I x a X 34 rID0G PV,'DESIGNER 1000 PW iDESITINER AU&J16FIr FSAI APPE�ES TO HEAD k SILL WHERE I� x 4� ":,LLGN > JAMI �,Tp� TUBE POLLIOR TUBE MULLION TYPICAL VERTICAL TO 40917ONTAL MUL06NIO W)LUON &�* -U�YMW4- -K-DA4, VKN ftW*I`W & 2' X 4' ILSE MULLIONS ARE USED (-1014 P,vjDcTfrA4A SFALANT ICTWEE4 IND pw"V"16�xk JAMB tlyp,) SILL �Typl) SR.", (T�P3 SILL Ltvpl) WINDOW FLA%" �T�pl I I .. . ............... . . ........ . ...... . I—— 1 0. DVAILL V" IF , - x I't WLP� 09 )� ll� SELF' iY UK ?X MULL TA RC SM' TAPTEN11 SM& SHEATHING TAPPING I X 4 X 1/3 -.0PING SM 1 X 4 X WIN 548 8 Hwy 27 VOLWED FROM EXTERIOR NO SMI Cler�nt. FL 34711 IVUL MULLIO TUBE MULLION ImSTALLATION ATIONAL, OIC� TAPPING 9$4s IUBP HALIDN -CREW I x 2 x 1/8 N I X X W. 2544JEWETTLANE -lunr MULLION FLORIDA EXTRUDERS' >1 INTERNAL CLIP $-ALANI I TUBE 1RULLICIN INVALLATIO14 A-040A 16 VWD SAMIM, FLOFVDA Loop S,k WINDOW P�ANGCS SCREW <tYR) TM9SLR. 1000/1500 FLANGE SHEET I OF 2 SEALANT BETWEEN T7 StALANT KTWrEN JAMB CTYPll i L-T-j SIM K Wwnm PLIV45r"S WINVOU FLANW.S� 9 I-IJZ ;ELF a, KILLION -1 4r HORIZONTAL MULLION S�ECTTAONS & PtPUIN 69 x 1-1/2 SELF . t, NULL- IAPAINs ,—rXTEg"� MULLION LO 4i X v8 SELF Two ay Wboo SEE OTHER �IDE (SHEET a OF P) FOR NG DI sECTION A -A (2) TAPPING SMS aucK By UTIlLp A$ Y V4 4 SELF a I TIQN A -A NIAPPT' J L IN 13P 2X MULL (TyP�� trAvxr \-,*g k V4 SELF 09 X 1/4 SELF SELF If DESIGN PRESSURE CAPACITIES WINWV MANZI TAPPING SINIS 1900 sm� TAPPING SHS \-low SA TAF`P`k`G SMS q .. . ................... " �OALAAION -,,Do "g, TAPPING SHS HtAli (Itp-1 HEAD (TYP.) 441 1., DRAWN Err" MSH APPAd"D BY! WAR I x a 71[6 )( va A I LANT BE7WEEN HEAD (TYR-,) HEAD CT",) NUILION 1.41r I X 2 7A6 X 3,,il SC loon P,�v�ncg]GNCR 1 0 1 1 TUBE MULLION , VIADSVILARMS =QN A -A (1) �iECMN-A--A-12) SECTION A -A (!j) SE(,'TIQN A -A. CALP NTS JDWG� IHMFLG IWO 134 1900 SR TUDE MULLION USIA12LATTEN ANCHOR MULLION SIL.L. (TYR) Ln JAMS tTY) JAVLR EAjNT SCIVEIN 2/16' 146 1flMU" (fyp-) #13 )K 1-1i'. SELF V-*EW .1c.M Wfp� toot P'W"DESIGNEP 1000 VINPOV FLANUES F, -1 (D t MULLION TAPPING SRS SILL CTYP,� SILL �TYP�) -#a X 3/4 SELF AN 11ti- C"P #R X 'V4 SEE F #8 X 3/4 SELF SMS 'TAPPING. Wlt , TAPPIWI INS /-g,X 4 x ?4 OR x ve SCLF X Pz SELF --I X 2 716 X 1/8 I� x 2 1116 X 34 TME MU LION C) TAPPING SM 1-0� �Mo ..A FUM MULLION TUBE: MULLION I LIA, MIN, PlICOMENT RE PRECAST SILL OTHERS PLOVE 1 1/8, MIR U") vNWv PLAN= UULUON L SiZklfr BETWEEN SEALANT E L KLUON EMBEDMENT vWDOW, F I A I i c IES WINNOW rL AUXILIARY PLATE virva mom eXT"WR -V �LIIZ MULLION IGN TAPPING SMS I y f--- I— I (VORADVITIVIOL ANCHVR-�, VREN QEQUIWV1 E \- 48 X 1-,1/2 SELF ........... b - DawL-B APPLWS NIEV 4 S" WHERE " x 2' > (v -A 3 SMS SECTION A -A (4) \1-49 x 3/4 Srul \-#S X �,/4 SELF A, 1- 9 2 11 rWX 14=109S APE USED 0 40 \--IMV t;LH, TAPPING v­1460 S�.H, TAPPING SMS -0 HEAD CT`Ff1,) \-.8 X 3/4 SELF -1 1 A X Izo -1 X 4 x 3118 MTA1bLA--A-W S LA IM4 MVMR TUBE, MUILLICIN gt"Wr 11"WrEN TAPPING Sn T jN 7W FLANCIES 0R.-A=A-04) to VOM smv URE NULLIr LION \-Lbbo tA ',3ECTION A -A (7) -IDQoP­W,/fESIGW9 wLMTJKIWMN 1000 F1W/xSIG"rR HEAD CrYp.) K*;Z CLXP SILL (TYM) VDA)OW1 PLAN= SILL �iYP� $9 X S,4 SELF loca S K roe Sk 419 X V, SELF VIFO�D FROM EXTERIM TAPPING SMS TAPPM S)'�S WA,,�O A. fflo�:k. P.E. I TYE') X 4 A 1/1 1 X 4 X 118 i4s a NY 27 < I /-LUX MULLION TM NOLIAON t*M'Ohi� EL,L S'L71 JAMB TY�. JAMB- INTERNATIONA4 INC FL Ow" N 525W lir VON. I—- I ct i 1/.� SELF FLORIDA EXTRUDERS ...... ....... ..... FLORIDA EXTRUDERS 2540 JEWETT LANE C) z x 9,$40 MM LANE SANFGRD, ITLORIDA 1!1,111 A SAMFORD� PECLPIDA 4 04 1 INTERNATIONAL, INC. All I vi Aue,�f, C'jAr-r T I "r 31 tITCLE! SER 1000/1500 FIN 514ECT I OF 2 VERTICAL MULLION INTO HORIZONI'AL HORIZONTAL MULLION SECTIONS S94ANT BETWEEN SEALANT BETWEEN SEE OTHER SIDE (SHEET 2 OF 2) FOR SEE OTHER StIDE (SHEET 2 OF 2) FOR u DESIGN PRESSURE CAPACITIES WINDOW FLANGES NIM FLAIMI X 3/4 SELF 00 X 3/4 SELF PESIGN PRESSURE CAPACITIrS APPING SMS TAPPIf4c Sms, 41YRJ (TYP'T 11, =xl-ln SELF \-IWO SAI is 1 1-1/2 SELF row Olt I SMS FOPIMM M� WAB 0 t I)PAWN BY: MSH 1APPnom mn WAR 1003-M1,103 jFc-ZFNTS jbvrd­� -rV—,4Ht4FLG 's �,T !1­A---k-k5) I -18�1/07Ti&—XNTS [Owc- IRMFIN W Ld W z (3 z U3 z C4 to 0 04 M xg 0 2 Ld 0 OD 0 Its 1, re Ld z �jcn W In Pn (7) C4 IL — W WM 00 2 WO zo z E� n �00 DO — in . CO — CR -�00 P- U) Ld 6 9 ..,�w gk= F5 OS2 Z -j < ct� -j 0 c x 0 La z Z U) In 0 U) 12 Ld F- z U) z u0i wo 1 0 BY WOOD y OTHERS BY OTHERS B, CAULK BETWEEN WINDOV WIDTH 1/4' MAX. WINDOW FIN & SHIM SPACE CAULK BETWEEN SHtATHING r-WtNDOW FIN INSTALLATION ANCHOR WINDOW WID [H TWO BY WOOD t SHE BY OTHERS ATHING #6 WOOD SCREW SHOWN SHIM AS REOT STUCCO OR �SEE NOTES) SIDING BY 1/4' MAX, Tn� SHIM SPACE U PERIMETER rA coo FCREW) CAULK LMKDHINI 13Y aTitEPS EDUALLY SHIM AS REWD, WINDOW SPACE <SEE NOTES) 14EIE3HT GLAZING (TYRl MR) (SEE NOTES) ANCHORS F 1--i FIN TYPE WINDOW FRAME HEADER AIS CHUR A 6' HAX�'j GLAZING CTM)l SIR �CINU (TYP.) (SEE BELOW) 6' MA)C (TYP.J— (SEE NOTES) PERIMETER CAULK SHEATHING LLL'tAT �10 BY OTHERS BY OT14ERS VIEWED FROR EXTERIOR FIN TYPE WINDOW STUCCO OR WINDOW MAHE JAMB SIDING BY INSTALLATION ANCHOR HETGRT DIFIEWS: #8 WOOD SrRt)�l SHOWN WOOD SCREW� 24' D.C. MAk - TO 70 PSF D-P. SECTION B-B NAIL� 7' U.C. MAX. - 46 PSV TO 70 PSr D.P. NA10 IU' O.C. MAX, - TO 4-5 PSF D.P. FIN TYPE IMPORTANT IN"RMAIION $I GENERAL NOTES WNDOV FRAME SILL The6a notits are pwAded to enswe proper Installatton of Florlda EAtuders Milestone products arid must be ft%wed fogy. MARBLE SILL GENERAL INSTALLATION INSTRUCTIONS sioult; BY PCP114ETER OTHERS 1) SHIM AS RWD� AT EACH IN5TALLAITION ANCI-M WIN LOAD WARING SHIM� MAX. ALLOWABLE S141M CAULK STACK TO BE 114'� APPLY A BaD OF VULKEM 116 ADHESM CAULK OR APPROVED EQUAL AT T145 BY OTHERS 1/4' SHIM FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE J­SPACE MAX, ANUIOR WINDOW PRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED, 2) UIA SLUCONIZED ACRYUCCAULK BEHIND WINWW FIN AT HEAD, SIL&IAMBS, INSTALLATION ANCHOR Ita WOOD SCREW SH13WN SHIM AS RECT, 3) IU% SILICONIZED ACRYLIC CAULK IM MRIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. STUCCO OR K SEE! NOTM 4) VAN DOW FRAME MATIMM: ALUMINUM ALLOY 6063. SIDING BY ESPE SHFFT 2 FOR CONTINUATION OF NOTES1 -RS INTERNkTIONAL, INC CAULK BE - N ...... W]Ni�FlrFl�,N 2i 6 j too REV DESCRIPTION DATIE IN, FLORIDA EXTRUDERS 2540 JEWETT LANE BY OTHERS 13 RUSM MM I TO I Of lio CERFF�CATE OF NO, 1255 BY WOOD AM REMIREMENT TO USE A04SIAE CAULK >6 BY OTHER", AT SHIM LOCATION, TITLE: INSTALLAIIIIN DETAIL W/#,g SCREWS OR NAILS HORZ. SLIDING FIN WINDOW - SERIES 1000 SECTION A-A W C RMEO NOTE 5. �21WIW RJA "VIStO NOTE RE 6 AND RAwN By. 13 B APPROVED BY-, RJA TITLE To REFLECI NAIL D ALTERNATE IDATR. 12 /10/03 1 SCALE: N, T, S� 11MG, � FILE X0026 SHEET I OF 8 Q SHEET NO. 0 z W > LASTPLOT DATE 4-0 Mar. 21, 05 z 0 Li a: z LU V) z z 00 z LU ce F-- LU 0 0 M ce 0 LU W z U- z CIL: Ce 0 U LU 2: 0 V) In r14 (9) CAULK BETWEEN WOOD BOCK & MAS'Y, OPENING BY OTHERS CAULK BETWEEN DOOR FLANGE — & WOOD BUCK PERIMETER CAULK BY OTHERS STUCCO BY OTHERS INSTALLATION ANCHOR #8 SCREW WOOD (TYR WHERE TAPPERS ARE NOT REQ'D. - NOTE 22) A . CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2), SLIDING GLASS DOOR FRAME SILL 2& 1/4' MAX SHIM SPACE 7 ' V Id INSTALLATION ANCHOR 3/16' DIA, TAPPER (NOTE 17) CONCRETE OR MASONRY OPENING BY OTHERS SHIM AS REQ'D 'SEE NOTES) Ci INSTALLATION ANCHOR B WOOD SCREW W/PLASTIC ANCHOR' (TYP, WHERE TAPPERS ARE NOT REQ'D, SEE NOTE 22) LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE NOTE 2). SHIM AS REQUIRED (SEE NOTE 1), x OR SITTING BY OTHERS PERIMETER CAULK BY OTHERS MASONRY INSTALLATION INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE CONCRETE OR #8 WOOD SCREW (TYP, WHERE 1 1/4' MIN, � MASONRY OPENING TAPPERS ARE NOT EMBEDMENT 2X4, 2X6, OR 2X8 WOOD BY OTHERS ONE BY WOOD REQ'D. - NOTE 22) a ONE BY WOOD BY OTHERS (NOTE 6) BUCK BY OTHERS BUCK BY OTHERS (NOTE 11 & 12) (NOTE 11 & 1 INSTALLATION ANCHOR #8 WOOD SCREW (TYR) CAULK BETWEEN (NOTE 23) HOOK STRIP & SLIDING GLASS CAULK BETWEEN (ANCHORS SHOWN IN SAME d ' WOOD BUCK DOOR FRAME IqPLANE FOR CLARITY ONLY, 1/4' MIN, JAMB WOOD BUSK & HOOK STRIP ANCHOR HOLES 1BEDMENT 1/4' MAX. MAS'Y, OPENING SPACED 2' APART ON 1' 1/8' MIN. b - SHIM SPACE BY OTHERS OPPOSITE FLANGES,) EMBEDMENT SHIM AS REQ D, (TYP,) (SEE NOTES) SLIDINGGLASS DOOR HOOK STRIP 4 INSTALLATION ANCHOR 3/16` DIA. TAPPER (NOTE 17) `-`-- 3/4' MAX, TEMPERED GLASS �J CAULK BETWEEN y (TYP.) DOOR FLANGE & WOOD BUCK TEMPERED GLASS PERIMETER (TYR) STUCCO SLIDING GLASS CAULK $Y CONCRETE OR BY OTHERS DOOR FRAME OTHERS MASONRY OPENING HEAD BY OTHERS * S,G,D. WIDTH SLIDING GLASS DOOR STUCCO INTERLOCK BY DITHERS HOOK Tf I DETAIL_ GLASS (TYR) —TEMPERED SECTION -B IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to .ensure proper installation of Florida Extruders Milestone products and mush be followed Willy. MOOR HEIGHT (GENERAL INSTALLATION INSTRUCTIONS - A 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". �� LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING t D x CAULKING OR SET INTO WET CONCRETE. REQUIRED 2) USE 6IL.ICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & .'IAMBS. LIBERALLY APPLY 5ILICONIZED ACRYLIC (SEE NOTE 2), AB CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE, CAULK BETWEEN BACK CORNER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALLATION. 3) USE SILIOONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. AND BETWEEN HOOK STRIP & BUCK FOR PICKET DOORS. B B 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER.. 55) DOOR FRAME MATERIAL, ALUMINUM ALLOY 6063. 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HCOKSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE A JD MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S AB DETAILS. EXTERIOR ELEVATION 7j FLt"01MA E TRUDER> 101itI SERIES SI II)iNG tyLA5S DOOR I5 SHOWN THtS Pft N i AL5(I APPLIES TC) THE FLC tIC)A 1/2ytJ 2 PANEL DOOR SHOWN EXTRUDERS 500 AND 2000 SERIES SLIDING GLASS DOORS. (SEE NOTES 8, 9 & 10) B) WHERE'W REPRESENTS MOVING; PANEL. AND "0" REPRESENTS FIXED PANEL., APPROVED CONFIGURATIONS ARE AS LISTED .6 ON THE ANCHOR INSTALLATION CHART. [51=E SHEET Z FOR CONTINUATION OF NOTES;]. __ 1S EMBEDMENT If! 1-1/4' MINI V INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 17) o CONCRETE OR MASONRY OPENING BY OTHERS DESCRIPTION DATE INI INTERNAT10NAL, INI REMSLORD EXTRUDERS 2540 JEWETT UNI 11, 2, 1N3 , TES I222, 3" &" 1 ,1 I B/03 R J A CUMFICATE OF AUTHORIZATION NO. 9235 31 AND ADDED AND/`OR S�F`(}RI) FLORID REVISED RELATED TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 REFERENCES AND/OR MASONRY INSTALLATION WITH NON --STRUCTURAL ILLUSTRATIONS. RENUMBERED BUCK AND TAPPERS NOTES 6 M 10 AND REVISED REFERENCES TO DRAWN BY: BB APPROVED BY: RJA THESE NOTES. ReAS 3-PROx DATE:12/'18/03 SCE: NTS FLEX0021 SHEET 1 OF 2 SHIM AS RL'O D INSTALLATION ANCHOR DOOR WIDTH 1/4' MAX. SHIM SPACE (SEE NOTES) #8 WOOD SCREW 1-1/8 MIN, TWO BY WOOD BY - CAULK BETWEEN (NOTE 21) EMBEDMENT OTHERS 'NOTE 6) DOOR FLANGE SLIDING GLASS & SHEATHING TWO BY° WOOD DOOR FRAME BY OTHERS (NOTE 6) JAMB TWO BY 'WOOD INSTALLATION ANCHOR BY OTHERS #8 WOOD SCREW (TYP,) (NOTE '6) (NOTE 21) CAULK BETWEEN, 1/4' MAX. (ANCHORS SHOWN IN SAME PLANE FOR CLARITY ONLY, HOOK STRIP & SHIM SPACE HOOK STRIP ANCHOR HOLES WOOD BUST' SHIM AS REQ'D, SPACED 2' APART ON OPPOSITE FLANGES,) (SEE NOTES) 1 1/8' MIN. E BEDMENT SLIDING GLASS DOOR (TYP.) HOOK STRIP 1-�1/8' MIN, INSTALLATION ANCHOR �- EMBEDMENT #8 WORD SCREW 3/4' MAX, (NOTE 21) SLIDING GLAS TEMPERER GLASS .- - CAULK BETWEEN TEMPERED DOOR FRAME HEAD (TYP;) DOOR FLANGE GLASS (TYP,) CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 21 SLIDING GLASS DOOR FRAME SILL. A 1/4' MAX SHIM SPACE It '> o INSTALLATION ANCHOR #8 WOOD SCREW W/PLASTIC ANCHOR (TYP. WHERE INSTALLATION ANCHOR Ly TAPPERS ARE NOT REiI'II. 3/16" DIA. TAPPER ° SEE NOTE. 20)V (NOTE 15)09 CONCRETE OR LIBERALLY APPLY CAULKING MASONRY OPENING UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE. NOTE 2), BY OTHERS SHIM AS REQUIRED (SEE NOTE 1). SECTION A --A TEMPERED GLASS (TYP,) CAULKING AB REQUIRED (SEE NOTE 2), & SHEATHING SHEATHING BY OTHERS SLIDING PERIMETER SHEATHING INTERLOCK ASS DOOR CAULK BY STUCCO BY OTHERS OTHERS HOOK T P DETAIL OR SIDING` SECTION B"B BY OTHERS IMPORTANT INFORMATION N & GENERAL NOTES These notes are provided to ensure proper Installation of Florida Extruders Milestone products and must be A - followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS RE(TO. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STAG( TO BE 1/4'. LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. Z) USE SILICONIZED ACRYLIC CAULK BEHIND MOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SILICONIZED B B ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALLATION. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP 1/2.4 A & BUCK FOR POCKET" DOORS. EMBEDMENT L B \ EXTERIOR ELE'VATIEIN 4) JAMB AND SILL CORNERS ARE TO BE 'SEALED WITH A SMALL JOINT SEAM BAR. a 1-1/4' MIN. 2 PANEL .BOOR SHOWN 5) DOOR FRAME MATERIAL: AWMINUM ALLOY 6063. (SEE NOTES 8, 9 & 10) An 6) TWO BY WOOS BUCK AND/OR FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO n TRANSFER THE LOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORDS DETAILS. I►� too, cTI`*. [SEE SHEET` Z FOR CONTINUATION OF NOTES] rt REV DESCRIPTION DATE IN INTERNATIONAL:, INC. ; IDS. E EXTRUDERS E 2540 JLWETT �E -An W50CES B ° '' 1E/1s/03 ? �A ct 1€IcaTE OF aUTHORIiATION No. s s SA1� FORD FLORIDA i 1*10/0Rtw1+l= RELATM ILY &I� N TITLE:SLIDING LIDING GLASS DOOR 500, 1000 & 2000 ` 20 AND RELATED MUMAMM FRAME INSTALLATION WITH #S SCREWS *' " rS B TO 10 & 21 TO 29 *y 1►* AND R, Nor"DID'tE'�a. REf�ES TO Tfi�S� NIRED DRAWN 13Y: BE APPROVED BY: RJA TAPMDOOM S FOR 9oxx s-P t. FLE}t0027 SHT 1 OF 2 FATE' 12'/18/03 SCAi,E: NTS WG 0 W z * *• ••V ` � W � F_ O O a a U z RugNco Z oN Am N U In of oo pp O �aA d' _O� � w 3 Uj W t0 a0)M OfCq ~WW ON CD 4J z xM o A (gy z m vpp � Elp W lal O .. t -z S2 ZN Z N � J ri o c x c�e� 3uf c� o 0 a IL }Z W � ctt H B Ld H L5 y ~ �� VOS0 z _TdS V) WF- F- dw�Qa ODSOWO�z Owf�a ��ZZa¢o o�r LLJ U W ��vnW Q g Z LL E z 0 �z CO3,� YOQ-8 _wO z _0 Lu ��u- 0�aa0 o ~ozeaQ Z LL O O z Ln rl p �>oLn N m 0ko M ko i (M Ln Q00 Q �— E ~ Z O 110 LO c N O O L 1 N - L _ > 1 � < rl%� Q) Ln w �— • / 4--1 N tf Cn z °o V o 4 }> Q U� W p O Z U F OO z �g (� SHEET NO. O z 00 W LO S1 1 N LAST PLOT DATE � Mar. 21, 05 z J w Ln 00 z `n LU ce �Q LU LU H� �O 0= LUW z wU_ z a a- loe 0 cw L 0 u7 M Ln O N O PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory "" 0! ' Manufacturer I Product Description pproval Number(s) 1. EXTERIOR DOORS A. SWINGING Plant InG./ Nan Plastics Distintion Fibreglass Entry Doors r �Isti FL1 321 Jeld-Wen Exterior Doors r: FL498,539 B. SLIDING Kinco Mk 2/3/4/5, Mk 2/3/415 HP i Mk 2/3/4/5 XH P FL126 BetterBilt (M I Home Prod.) 420, 470/452, 470HP/452HP FL561 Fla. Extruders (Milestone) Series 500/1000/2000 FL45 General Aluminum 420/430/440 FL264 C. SECTIONAL Clopay Building Products Residential WindCode Doors FL542 D. OTHER 2., WINDOWS A. SINGLE HUNG Kinco Mk 40150, Mk 40/50 HP FL123 BetterBilt 165, 165/3000, 740/3740, 3240/4250HP FL663 Fla. Extruders Series 100011500/2000 FL42 General Aluminum 1100/1140/1440/1450/1540/1550/1570/1900/ FL254, 1698 194011970 B. HORIZONTAL SLIDER Kinco RW HP, RW XH P, RW4-XHP FL124 BetterBilt 168/3168, 680 FL670 Fla. Extruders (Milestone) Series 1000 FL43 General Aluminum 1180[1480/158011590/1980/1990 FL266,1700 C. FIXED Kinco Mk 40/50 PW/CT, TWPW/CT FL125 BetterBilt 165/3000, 740/3740, 3240/4250HP, 680 FL676 Fla. Extruders (Milestone) Series 1000/2000 FL44 General Aluminum 11 00TDU1 1001 450TDUl 450/1550/1570/1900/ FL255, 263, 1697 197015000/5300/5350 D. MULLION Kinco M03-04A, M02-03A, M96-08C FL957 BetterBilt Fla. Extruders (Milestone) FE5709/5710/5711/571215713/5714/5718 FL974 FE5700/5701/5702/570315704/570515717 General Aluminum 11001190011970 FL1252 3. PANEL WALL A. SIDING B. SOFFITS Ka can Ltd. 060510606/950OJ951 0 Aluminum Soffit FL1965 Cameron Ashley Building 41550/45102145102N Aluminum Soffit FL406 C. WALL LOUVER D. GLASS BLOCK Pittsburgh Corning Corp. Glass Unit Masonry installed w/Mortar FL1363 E. OTHER 4. ROOFING PRODUCTS X ASPHALT SHINGLES Certain Teed Corporation CT20 and AR), Landmark 30140 and AR), FL250 XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS C. ROOFING FASTENERS D. ROOF VENTILATORS Air -Vent Inc. CRV Aluminum Ridge Vent NOA No. 03-0930.08 E. ROOFING TILES F. MODIFIED BITUMEN Certain Teed Corp. -Roofing Modified Bitumen Roof System FL479 G. SINGLE PLY ROOF SYSTEMS H. CEMENTS -ADHESIVES COATINGS 1. ROOF TILE ADHESIVE J. OTHER 5. SHUTTERS A. STORM PANELS B. COLONIAL C. ROLL -UP D. OTHERS S. SKYLIGHTS A. SKYLIGHT B. OTHER 7. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie see chart LISP Structural Conn, see chart B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197 C. ENGINEERED LUMBER_ Boise Eng. Wood Prod. Versa -Lam SP FL1644 Wood I -Joists ALLJOIST FL1645 D. RAILING E. CONCRETE ADM IXTURES TMATERIAL FECP Corp. (Cast -Crete) High Strength Concrete Lintels FLI 58 G.OTHER 8. NEW EXTERIOR I ENVELOPE PRODUCTS A. B. C,4 Ln NO 0 sinsn & USP Cross Over Chart with Florida PreductApproval Numbers Simpson Produ Simps um Pr Number I Florida Product Approval Number Product DescriptionApproval I USP Product..Florida I Number Produ7 Number A34 FL474 Framing Anchor M P34 FL570 ABU44 FL474 Adjustable Post Base PAU44 FL569 CS22 FL1901 Coil $trap Tie RS300 FL822 H3 FL474 Hurricane Tie H10 FL474 Hurricane Tie RT1 6 FL565 H2.5 FL474 Hurricane Tie RT7 FL565 H6 FL474 Hurricane Tie LFTA6 FL820 HCP2 FL474 Hip Corner Plate Connector HHCP2 FL817 HDQ8-SDS3 FL474 Holddown UPHD8 FL817 HETA16 FL1901 Embedded Truss Anchor HTA16 FL821 HETA20 FL1901 Embedded Truss Anchor HTA20 FL821 HGUS210-2 FL474 Truss Hanger THDH210-2 FL821 HHETA40 FL1901 Embedded Truss Anchor HSUR/L410 FL503 Heavy Skewed U Hanger HTS16 FL538 Heavy Truss Strap HTW16 FL820 HTS20 FL538 Heavy Truss Strap HTw20 FL820 HTT16 FL503 HID/Tension Tie HTT16 FL821 HTT22 FL503 HD/Tension Tie HTT22 FL821 HUS26 FL474 HeavyJoist Hanger HUS26 FL818 HUS28 FL474 Heavy Joist Hanger HUS28 FL818 HUS41 0 FL474 Joist Hanger HUS41 0 FL821 HUS412 FL474 Joist Hanger HUS412 FL821 HUSC41 0 FL474 Joist Hanger HUSC412 FL474 Joist Hanger ITT FL474 TF I -Joist Hanger THO FL81 5 IUT FL474 I -Joist Hanger THE FL81 5 LGT2 FL1 423 Liqht Girder Tiedown LUGT2 FL568 LSSU210-2 FL474 Slopable/Skewable Hanger LSSH31 FL816 LSSU28 FL474 Slopable/Skewable Hanger LSTA12 FL1901 Strap Tie LSTA12 FL816 LSTA18 FL1901 Strap Tie LSTA18 FL816 LSTA30 FL1901 Strap Tie LSTA30 FL816 LSTA36 FL1901 Strap Tie LSTA36 FL816 LTS1 2 FL474 Twist Strap LTW1 2 FL820 LTS16 FL474 Twist Strap LTW1 6 FL820 LTS18 FL474 Twist Strap LTWI 8 FL820 LTS20 FL474 Twist Strap LTW20 FL820 LTT19 FL474 Tension Tie LTS19 FL822 LTT20B FL474 Tension Tie LTS20B FL822 LUS26 FL47, Joist Hanger JUS26 FL821 LUS414 FL474 Joist Hanger JUS414 FL821 MBHA3.56/11.88 FL538 Masonry Beam Hanger NFM35X1 1 78U FL576 META22 F1901 Embedded Truss Anchor HTA24-18 FL859 MGT FL1423 Medium Girder Tieclown MST48 FL1901 Strap Tie KST248 FL822 MST60 FL1901 Strap Tie KST260 FL822 MSTAM36 FL1901 Strap Tie for Masonry MTS12 FL474 Twist Strap MTW112 FL820 MTS16 FL474 Twist Strap MTW16 FL820 MTS18 FL474 Twist Strap MTW18 FL820 MTS20 FL474 Twist Strap MTW20 FL820 MT830 FL474 Twist Strap MTW30 FL820 MTT28B FL503 Tension Tie MTS279 FL822 PA51 FL474 Foundation Strap TA51 FL816 SIDS 1/42 1/2 FL1463 Stronq Drive Screw S DS 1/44 1/2 FL1463 Strong Drive Screw SDS 1/46 FL1463 Strong Drive Screw SPI 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 Hanger ISet Pao 10 FL402.3 Ex HD Titen IFL2304.2 ITiten Anchor 14 01 Z 0 TrWLi Z e6l W W so CL 0 a: le (3 F Z W 8 (5 04 Q 00 05 M 0 2 r, Z W 6 C'J I 60 a ,F., LL1 LLJ Colo ID v dig, 3 W U) >: Z X 0 OD CW0 2 LL:-A Z M 6 W 0 0 9'Z 0 < a: C x 0 Ek=Z 0 UoE tie z Cn I (n Ld Wo a. 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