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Home My WebLink AboutBIN B-4 PERMIT 4313 TERMITE SPECIFICATIONS: STRUCTURAL No-rES: 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL.(FBC 104.2.6) 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4) 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE WALLS.(FBC 1503.4.4) 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BElWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.(FBC 1403.1.6) 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE.(FBC 1816.1.1) 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED AND FORMED.(FBC 1816.1.2) 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT.(FBC 1816.1.3) 8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED.(FBC 1816,1.4) 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT.(FBC 1816.1.5) 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS.(FBC 1816.1.6) 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED.(FBC 1816.1.6) 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE-CONSTRUCTION TREATMENT.(FBC 1816.1.7) 13. A CERTIFlCATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARMENT OF AGRICULTURE AND CONSUMER SERVICES."(FBC 1816.1.7) 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAY BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. (FBC 2303.1.3) 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0": OF ANY BUILDING OR PROPOSED BUILDING.(FBC 2303.1.4) FOUNDATIONS SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFlED PROCTOR) FOUNDATION INSPECTIONS A FOUI\DATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, A SLUMP OF 6" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH A 2'-0" LAP PROVIDED 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM COO, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ( f'm = 1500 PSI) 2. MORTAR SHALL BE TYPE "M" OR "S", CONFORMING TO ASTM C270. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI SLUMP 8" TO 11". 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS 7. DUR-O-WALL SHALL BE PROVIDED @ EVERY OTHER COARSE OR 16" O/C ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORlDA BUILDn~'J CODE, NATIONAL ELECTRlC CODE AND CfrY OF ZEPHYRHlLLS ORDINANCES WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", 2001 EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. ANY WOOD FRAME BEARING WALL STUDS THAT ARE CUT FOR PLUMBING LINES, ETC, SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U,N.O. 4. ALL STUCCO FINISH OVER EXTERIOR FRAME MUST BE 7/8" THICK PER ASTM C. 926-APPLY 3 LAYERS WITH TOTAL THICKNESS 7/8" 3. OVER METAL LATH, FlRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. *ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT-DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. WOOD FRAMING INSPECTION ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING FRAMING INSPECTION. l1EVIEWED HAY 06 2005 1k- s&vr MASTER REVISIONS DATE DESCRIPTION ENGINEERED PLANS ON FILE PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFlCATION FOR STRESS-GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AI\D CONNECTIONS SHALL BE PROPOR- TIONED ( WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS AS LISTED ON THE STRUCTURAL DESIGN CRITERIA 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED, PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS. FIELD REPAIR NOTES 1. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED W/ (1) "SIMPSON MTSM16 TWIST STRAP W/ (4) 1/4" X 21/4" DIA. TlTENS TO THE BOND BEAM BLOCK AND (7) 10d TO THE TRUSS FOR UPLIFTS OF 1000 LBS. OR LESS. USE (2) FOR 2000 LBS. OR LESS, OTHERS MAY BE SUBSTITUTED ON A CASE BY CASE BASIS. 2. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUB- STITUTED W/ 1/2" DIA. ANCHOR BOLTS SET IN 3/4" DIA. X 6" DEEP UNITEX "PROPOXY" 300 ADHESIVE BINDER FOLLOWING ALL V1ANUFACTURERS RECOMMENDATIONS ( OR 1/2" X 6" RAWL STUD EXPANSION ANCHORS. ) REGARDING MISSED REBAR IN VERTICAL FlLLED CELLS: DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, AND INSTALL A 32" LONG #5 BAR INTO THE EPOXY FILLED HOLE. USE A TWO PART EMBEDDEMENT EPOXY ( SIMPSON "EPOXY TIE SET", OR HILTI " 2 PART" EMBEDDMENT EPOXY ), MIXED PER MANUFACTURER'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPOXY. ALLOW THE EPOXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 4. HURRICANE STRAPS MAY BE SUBSTITUTED WITH A STRAP OF GREATER HOLDOWN VALUE OR GREATER UPLIFT VALUE IN THE FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURERS INSTALLATION INSTRUCTIONS ARE FOLLOWED. 5. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING) CENTRAL FLORIDA DIVISION 600 N. WESTSHORE BLVD. SUITE 600 STRUCTURAL DESIGN CRITERIA CODES: FLORIDA BUILDING CODE, 2001 EDITION BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318--02) SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-89) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-02) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2001 EDITION APA PLYWOOD DESIGN SPECIFICATION LIVE LOADS: ROOF TOP CHORD BOTTOM CHORD (W/O STORAGE) RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED BALCONIES STAIRS ROOF FLOOR WIND LOADS BASED ON FBC, SECTION 1606.2, WIND VELOCITY: 120 M.P.H., USE FACTOR: 1.0 ALL CONCRETE UNLESS OTHERWISE INDICATED PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY (DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS) 3000 PSI 3000 PSI DEAD LOADS: 20 PSF 10 PSF 40 PSF 40 PSF 40 PSF 17 PSF (SHINGLE) 15 PSF WIND LOADS: (F.B.C.) CONCRETE STRENGTH @ 28 DAYS REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ALL REINFORCING BARS ALL STIRRUPS AND TIES ASTM C90 OR C129, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1900 PSI CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ASTM A185 ASTM A615-40 40,000 PSI ASTM A615-40 40,000 PSI CONCRETE MASONRY UNITS: STRUCTURAL STEEL: WOOD FRAMING: BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O. NO.2 SOUTHERN YELLOW PINE (19% M.C.) ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: 3/4" PLYWOOD (5 PLIES) OR 3/4" T&G ADVANTECH WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB VERSA LAM BEAM Fb = 2900 PSI (2.0E) WOOD ROOF TRUSSES: DESIGN LOADS: TOP CHORD LIVE AND DEAD LOAD: BOnOM CHORD LIVE AND DEAD LOAD: TOTAL: 27 PSF 20 PSF 47 PSF WOOD FLOOR TRUSSES: NET UPLIFT DESIGN PRESSURE: 20 PSF WITHIN 4 FEET OF RIDGES, HIPS, EAVES AND BUILDING PERIMETER AND 15 PSF MIN FOR ALL OTHER AREAS. SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 10 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. DESIGN LOADS: DEAD LOAD: LIVE LOAD: TOTAL: 15 PSF 40 PSF 55 PSF SOIL BEARING VALUE: ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFlCATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. BUILDING DATA CONSTRUCTION TYPE - TYPE VI UNPROTECTED (SECTION 608 - FBC 2001) WIND SPEED 120 MPH WIND IMPORTANCE FACTOR - (Iw) = 1.0 WIND EXPOSURE - "B" (FBC 1606.1.8) INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED BLDG) WIND BORNE DEBRIS AREAS TO SATISFY PROTECTION OF OP GS IBILlTY DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 120 MPH + 25.9 PSF / - 34.7 PSF (END) + 25,9 PSF/-28,1 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 120 MPH) SINGLE 9x7 +25 PSF / -32.0 PSF DOUBLE 16x7 +24 PSF / -24.5 PSF SEE ELEVATION PAGE FOR ACTUAL PRESSURES TAMPA, FL 33609-1140 1-813-769-5277 OXFORD 2003 GENERAL NOTES: L!) o o () NOO ,.:N -.J [D 0) ~ ~ '. -.J ('f)<D ~o53 ('I') 0) 0:: 0:: t:: ~ ,li) wQ.iIl o <(0 --t Q. (/) I Z <D ~I~ O-!Xc;:) Q.~Q. ,.,0::: O~ ~o~ CI)"""'w u:~ Ol-llJ __Z(/) ZwZ wCJ.J~ I~ ~d53 <(0 ~u.: ~w~ Oz co <ti!:o <D (/) a :r: W O<DOO zz~ ~-.J~--t Q<<t 600) f2~5 CLli)li) a...Jo:: <(--tN ado '<D<( z~z o ~o ~ ffi 0 0('1') <.:lwi= --t~ ZzU Q~~ ~~~ g~ a8 fri '0 ~(/)Cl:: q I ~ ~H~ CLCL I-a<t e THE FOLLOWING TECHINCAL CODES SHALL APPLY: w :?Eo::: w'~~f2 ll.J """WLLf- o <(O:?Ez :?E-o~ I- x~cro O o~u::u O:::Ozu z ~~~::: <(0<(0 W wO:::f-z D:::LLW (!) <(zo:::o <( OW<(O I- wx(/)o t-;:::zz O 0 0<( ~w-w ~ ~~ffi~z W 0Z~LLQ 0::: ~Qoo~ o~crf-u <( otljox:J -"\ LL"",cr:Ua.. -oJ wc:wOa.. r"V O:::QI-i6<( \..J <(....Jz ....J CI) ~....J-_cr....J 0'<((/)0<( (/)D:::....J,~ ::l~~~o::: <(0;:><(0 2001 FLORIDA BUILDING CODE, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND 2002 NATIONAL ELECTRICAL CODES ORDINANCE 92-19 - APPENDIX "J" TO FBC PLUMBING 2001 CODE. 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WALL MOUNT WATER CLOSET VOLUME 3.5 GALLONS 3. WATER - FLOW RATE. PUBLIC FACILITIES 0.5 G.P.M. PRIVATE FACILITIES 2.2 G.P.M. SHOWER HEADS 2.5 G.P,M. 4. ALL PLUMBING WATER LINES TO BE PVPC o oM Z o CI) 0::: ll.J > ('I') o o ~ CI) N Z ~ 0 .-i W CI) ~ > o W ~ 0::: (/) ~ VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2001 FBC. o PORCHES AND BALCONIES SECTION 1014 o HANDRAILS - SECTION 1007.5 o GUARDRAILS - SECTION 1015, 1019.9 o STAIRS - SECTION 1007 o CHIMNEY & FIREPLACE SECTION 2804-2806 (MFGR) SECTION 2113-2114 (MAS) o EGRESS WINDOWS SECTION 1005.4 LO 00 ('oJ '<t LO ('oJ N I'- ~ '<t Q) 0 ('1) ..;t c.o W W W ll.. ll.. ll.. P!l ill .0 C ill c ~ 0 ~ (/) c <i ~ ill .. I :) E .S: ~ '~~~ I\PR /1 zea; 4. ALL OPENINGS SHALL COMPLY WITH 2001 FBC WI N D LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. ..c c >- :) I 5. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 6. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS, (SECTION 2405.2) o V" ...... ..- m o (Of'- C"')f'- ,C"')N '-.JUI u.dl . (0 <(f'- a.."" ~...... ~'? I r- ...... I I .1 INDEX OF DRAWINGS SHT NO: TITLE A COVER SHEET 1 FLOOR PLAN 1A DIMENSION FLOOR PLAN (/) 2 STEM FOUNDATION PLAN --.J 3 ELECTRICAL PLAN --.J 4 ELEVATION PLAN (II) - S-1 STEM FOUNDATION DET. I S-2 LINTEL DETAILS S-2A LINTEL PLANS $ S-3 ROOF FRAMING (II) >- S-4 GABLE DETAILS (II) UJ S-6 STEM WALL SECTIONS 0::: - ~CL > (V) wO::: STRUCTURAL NOTES & zO S-7 0 zO HANGER INFORMATION I- 0 <(I.J..J 2~ I- 0 W >-0 S-7A STRUCTURAL NOTES & (/) ZI N 0 <((/) Z :J HANGER INFORMATION UJ ?;~ WINDOW & DOOR DETAilS UJ 0 I- 00 S-8 0::: 0 ~B: S-8.1 ROOF INSTALLATION DET > c::: :JI- oz () Z OI.J..J S-8.1A ROOF INSTALLATION DET 0 ~(/') Z CLZz S-9M MILESTONE WINDOW DET. I- I.J..JOO LL 0:::0_ - ~ :r: wz~ S-10M MilESTONE SGD DET. >< COI.J..J~ "'0 <9 I-~O S-11 STD. GARAGE DETAILS w 0 0-<( ~ zO:::o ~ 0::: >-~- SFPA Fl PRODUCT APPROVAL <x: <(I.J..JD::: ~ 2I9 ~ z >- zl-u.. 0... :)I-....J ~ () Z :J<( 0.00::: :3 0 (/)II- NOTICE TO BUILDER _1-2 0 0 0... 0 I-W I-~O I -' HEET NO. a. iT IS THE INTENT OF THIS DESIGNER THAT N 0::: 0 THESE PLAJ\iS ARE ACCURATE AND ARE CO 0 CLEAR ENOUGH FOR THE LICENSED PROFESS- L.() W A 2 ONAL TO CONSTRUCT THIS PROJECT, 0 IN THE EVENT THAT SOMETHING IS UNCLEAR I ~ I I'- (/') OR NEEDS CLARIFlCATION..STOP..AND CALL :J ~ li) THE DESIGNER LISTED IN THIS TITLE PAGE. IT ~ 0 IS THE RESPONSIBILITY OF THE LICENSED 0 N PROFESSIONAL THAT IS CONSTRUCTING THIS ~ I- LAST PLOT DATE @ PROJECT TO FULLY REVIEW THESE DOCUMENTS April 11, 2005 BEFORE CONSTRUCTION BEGINS AND ANY AND L.() 0 ALL CORRECTIONS, IF NEEDED, TO BE MADE COVER SHEET BEFORE ANY WORK IS DONE. ~ -' DE#250993 I DOOR SCHEDULE DOOR QUANTITY MASONRY OPENING FRAME OPENING DESCRIPTION NUMBER 16070 OH 1 192"x 84" 16'-0" x 7'-0" OVERHEAD BANCO GARAGE DOOR 8068 1 98" x 81" 8'-0" x 6'-8" SLIDING GLASS DOOR 1668 3 191/2"" x 82" A.F.F. 1'-6" x 6'-8" BIFOLD 2668 5 32" x 83" A.F.F. 2'-6" x 6'-8" DOOR 2868 1 34" x 83" A.F.F. 2'-8" x 6'-8" DOOR 2868 1 34" x 83" A.F.F. 2'-8" x 6'-8" SOLID CORE DOOR 3068 1 39 5/8"x 831/2" A.F.F. 3'-0" x 6'-8" DOOR (ENTRY) 3068 2 37 1/2"x 82" A.F.F. 3'-0" x 6'-8" BIFOLD 4068 1 491/2" x 82" A,F.F. 4'-0" x 6'-8" DBL BIFOLD 6068 1 73 1/2" x 82" A.F.F. 6'-0" x 6'-8" DBL BIFOLD FLAT OPNG 1 @ 6'-8" A.F.F, FLAT HEADER NOTES: 1) ALL INT. DOORS ARE TO BE HOLLOW CORE U.N.O. 2) ENTRY DOOR TO BE FIBERGLASS NOTE: REFER TO S9 FOR WINDOW ROUGH OPENING SIZES DO NOT NAI L LID DOWN 1-3/4" OR 2-1/2" LYWOOD OR OSB L HVAC STAND DETAILS NO TO SCALE q Co '<t 6U\ ~ \2V ..-1 ~ N ..-1 :t o ..-1 40'-0" 14'-0" 10'-0" ~ , 3'-8" 11'-4" 14'-8" 35 SH * ~ f. 8068 SGD PATIO :~ I 1'111(11 1111 T r '--..V .... II1I11 ~ \2V TYP. @ NON BEARI NG WALLS . T III :~: 5' r-- 2-U S8 FAMILY ROOM 14'-0" X 16'-4" CARPET MASTER BEDROOM 13'-0" X 14'-4" CARPET / , - / ;::: I-- ~ ~ ~ I-- ~ I-- ~ I-- ~ I-- fe 91-- to- ..-1 - ,..... I-- i-- ,~'-4" ~ BEDROOM #2 ~ ::> ~ 11'.0" X 10'-8" 8'-0" CLG. CARPET :r ( 1\ ~ ~SIM.W/(3) \.. lJ \g) 2x4 COLUMN 1---;------------------ 16'-0" 10'-4" DBL 25 SH * I" III II .. / / / - - SIM. W/MiJ\ RT 16 \ S6 J 12'-0" ~ , ~-10'CLG-( I 13'-2" 4l-4" 14'-10" .-- i,- J: (j') N N ~ 8'-8",00.. ,,3'-4" _ /" /~l == ~ 6:1:8H I~ ~ - lhr266~h I (ffi:' 8~AO"TCLHG~/ ~ FlOOR'Gi,flj>' A-~ :; 5'. . ~ ffi LINE 1-: :aii ~ ;r.. 0 r-- VINYL 00 ~:51 rW)O ~ ~ 1/2 WALL@391/2" "1 J: 0 N u., I 0"" ,,_ . (j') f- 0\ r';TR ~ '-;.,. WICOUNTER ABOVE '" ~~ 11 I 0" I~ S7A u ~ ~ @42" AF.F -= ~ 7 I~ I~J IiI: 5' 3'-9" 7'-"''' _ n" WAll C\J (") :r ~ ~ 3'-6" R/SH z-~eo" N _ _ -J _ ~ ~ ~~ ---------- ---------- _ I.!) :J~ - ::( '""" 4068 r- I' ~668 1.- ~ ::: V 6'-4"V II 2'-4" I} 3'-4"/ ~ -~ ~~ i-- - .- . ~~ 9'.10" 2'-8" 2'-4" 3'-2" ~ ....J () o ..-1 FLOOR'G r- LI N E ---r:-- '---- r I ).--0;> ~ BRKFST J: I 1/ ~ 10'CLG. ~I '<t 5'-2" VINYL 2'-0" 0::: I - I ?;>I r--I I I BEDROOM #3 11 '-0" X 10'-8" 8'-0" CLG. CARPET ,., ,., II D/W l ?;> N r I ::::j N $> I I ffi!? DBL SINK ~ . 5' I rf-aZ W/DISP. B ~ l..F (") i :~~~ KITCHEN ~ (') ~"LAUN lli3U\ I I M- 10'-0" CLG. W,,, (O~8'-0" 1\ S3 ) 'VINYL " 3 -3 N CLG. I ~ L F-::"2====i RANGEYHOOD ~ ~ r-. A.... VINYL. o : REF.: ~ I r\ I "'16681::~O;> ~ I I "-./ '-" I.!) ~ ~5x~ ~PT.1 : ----- 1 --- 5/SH ~ l_ __ __1 /" , N ... 2868 i 2'~" 3'-4'" ~ 11\ 4'-4" II 2'-4" II SOLID 1 EJ] I \ /"""'" ~ ~ CORE q I J: ~ II \fL1.1A-lA SIM. WI (2) 2x4 DOOR ~ ~ I~ i: IIV\VCOLUMN& ~LAT Hl:ADER~ 10::: (11 <.~ (2) 2x8 MSTA36 @ TOP --~l-l>r--- , ) BM. WI 1/2" '- 3j:l .9-i'J~g-!---..J .... PLYWOOD FLITCH ~" 3'-4" ~"L 5'-0" " ~ PROVIDE- 13UW PLATFORM FOR S3 HVAC UNIT VERIFY SIZE WITH MFGR 8"x4" FRAME OUT ARCH (TYP.) I I I VAULT_ I 10'CLG.:... I 1- I ~ ~ DINING ROOM LIVING ROOM ~ 9'-8" X 10'-0" I 0 J-- ..-1 CARPET ;---------- -~( ~ ,S7A) \ > ;I;'-O'~I 2'-4" " 6'-0" '--,--" ~ 1"" ft (@ ELE~ ~JfuYERU ~ 35 SH -4 II. IV J15C-U\ -'- ~ ENTRY ONLY)~. eo ~ 'J ~FLOOR'G~-=> (SIM/11A-u\ qo LINE ~ :~ '\!j7A) , -n- :::- II111 I \I-litf) PR-(C-A-~ f LI NTEL: J' ~ 1112U\ .~ (@ ELEV II, III ONLY) 11'-4" _ VAULT 3'-4" I I RISH - - -- I-- I-- I-- I-- I-- I-- I-- I-- ~I-- Nf; flOOR '0/ LINE J 2668 ~~ffiJ: - ~~z(j') .-- c.D_:;::;' I-- ~....J"" I-- I 8 ~M G'c, ~I-- WIC (") ,- 8'-0" CLG. MST. .~ ~ CARPET BATH ~ :: RISH - 8'-0" CLG. ~ - VINYL r ... J: fr~~;TI~HANsoQ ~ ~ ~':::?_~~~ ~ ~ ~! ..-1 _______~ /A'" ""'~~ I-- '" ~ I-- I 1,1$ r/ TILE TO 16' I-- :!QfTID ~: ~ ~ 'f.BOVE TU Bj ~ I OP f I~ 1"'--........ ......-:.. I-- I "~ _ 1.._____,..1 __ 6'-4" -r II 5'-8" LDRYER VENT THRU ROOF MAX LGT 25'-0" ~, ~ I I "'-CONC. CURB . QSIM. \2V W /RT 16 2 CAR GARAGE - - - - -Co - ' i~ - - - - - - - - - .-- - - - - =/ JIll f1, I II I~: 11'.8" X 14'-8" CARPET / /' 11'-8" / , / / 8-U S6 ~ to / DBL 05 SH U. ....J 0- 16x7 OVERHEAD ~ II a z 3 WIND =:; 27 PLF << - 7'-6" 7'-6" 3'-0" 3'-0" 1'-8" 15'-0" 6'-0" 19'-0" 40'-0" 16'-0" 1.1'-4" BASE FLOOR PLAN SCALE: 1/4" =:; 1'-0" NOTE: *START DIMENSIONING HERE r8=U\ .~ ~ Co hU\ N \g) j C'J C'J 5' (") GENERAL NOTES: THE FOLLOWING SHALL COMPLY WITH THE FBC (2001) o PORCHES AND BALCONIES SECTION 1014 o HANDRAILS - SECTION 1007.5 o GUARDRAILS - SECTION 1015, 1019.10.9 o STAIRS - SECTION 1007 o CHIMNEY & FIREPLACE SECTION 2804-2806 (MFGR) SECTION 2113-2114 (MAS) EGRESS WINDOWS SECTION 1005.4 ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED REFER TO SHT S/8 FOR WINDOW & PATIO DOOR INSTALLATION REQUIREMENTS REFER TO SHT S/8 FOR SAFETY GLAZING IN HAZARDOUS LOCATIONS REFER TO SHEET S/8 FOR COMPONENT & CLADDING PRESSURE DESIGN TABLE REFER TO SHEET S9+S10 FOR DOOR AND WINDOWS INSTALLATION WIND =:; 45 PLF ... . U. ....J 0- 0'> ..-1 II a z 3 q Co '<t WALL LEGEND FRAMED WALL I I I J I I I I I J I I I I I I I I I I I I I INTERIOR BRG. FRAME WALL 2X6 WALL ~"""""""""""""""""""-j MASONRY WALL I ~ "" "\. "\. "\. "\. "\. "\. "\. ~ 1 MASONRY SHEAR WALL MASONRY SHEAR WALL DOES NOT SHOW FU RRING . 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. OTH ER LEVELS WITH 2411 CLEAR HEIGHT M1N'A 20" CLEAR WIDTH MIN. AND BuTTOM OF OPENING WITHIN 44" FROM FINISH FLOOR AREA TABULATION LIVING 1515 GARAGE 373 ENTRY 32 TOTAL 1920 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE flORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. 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I- 3 u HEET NO. 0- 0:: 1 0 () w ~ OF 0 J: 4 (j') ::> I.!) 0 0 N LAST PLOT DATE @ April 11, 2005 FLOOR PLAN DE #250993 I L q O:l ~ q ~ ~ N ~ ~ I'- ~ o ~ 40'-D" I (f) N N 14'-D" 10'-D" 16'-D" 3'-8" 11'4" 14'-8" 10'4" NOTE: *START DIMENSIONIN 9 M 35 SH * 8068 SGD DBL 25 SH * ~II III~: ::: I IIII I IIIII ~ 1- IIIII IIIII :~: - I~: II III .. w - / - - / - - - - / - - / - - - - / - - / - - - - - - / - - ~ / - - ~ - - ~ / - - ~ ~ / - .. ~ . / ~ - - - U1 - - f-- - --------------- ------( ~ - - - - 12'-D" 14'-10" I 13'-2" - - - - ~ 8'-8" ~ 3'-4" 9'-10" 2'-8" 2'-4" 3'-2" 41-4" 3'4" )'-4" - ..- - - /' ~ / ~1 I - '" 6068 I - N ~ ~n - N - ~\ - - <'l - - '? I - - N I - - ~ - . ~~. I N . I I I I 2668. I I I I V<l ~ I I I~ - ... I I 9 - J I I - I I M ~ - U1 ~ I I J N I ~ " <t 5'-2" 2'-D" ~> - U1 7'..0" - - 9 l ~ - N M '" - - - -~ 3'-6" I. 00' ' N I'- M - ~ --------------------- I - -N - - ~ - - ~ - -""'T .... 4068 r- .. 266,'i- - - ~ V 6'4"V ;, 2'4" ~\ 3'4" N r N ~~ ,..... - "V I - 9 I I ~. 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FRAME WALL I 2X6 WALL ",,"'-"'-"'-"'-"'-"'-"'-"'-"'-"i MASONRY WALL I ~ "" "" "" "" "" "" "" "" ~ 1 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 SO. OTHER LEVELS WITH 24" CLEAR HEIGHT MIN", 20" CLEAR WIDTH MIN. AND BuTTOM OF OPENING WITHIN 44" FROM FINISH FLOOR TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. W :2:0:: w' ~ [ f2 UJ ~w I- o :2:Cl~Z L- -cn~g r- ~~o:u o O::ozU z it~~~ <1:0<1:0 W WO::I-z D::O:w o <1:z0::0 <( ClW<1:Cl L- W~(/)o r- 51-5~ o :JW-w o ~~~~[ . u. 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PUBLIC FACILITIES PRIVATE FACILITIES SHOWER HEADS 0.5 G.P.M. 2.2 G.P.M. 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS NOTE: ALL CONTROL JOINTS MUST BE SAW CUT AS SHOWN OR PER ASTM STANDARDS WITHIN 24 HOURS AFTER CONCRETE PLACEMENT. PROPERTY LINE SET BACK REQUIREMENTS FRONT: 20' MIN. REAR: 10' MIN. SIDES: 5' MIN. ~ OJ '<t 14'-0" 3'-4" 5'-2" 3'-4" 2'-10' 40'-0" 10'-0" 8'-8" STEP DOWN 3.5" . . r --------- --------------- --------- ----- - --- .1 4'-0" 7'-0" . r-------------------------- ~ 1'- I 11'-10" . r- -, ~ 0'> ...; , ~ OJ N I I I , I I I --- ----l--- ----1----1--- I I I I I I I I I I ~--_!~ RECESS @ SGO 00 ~ 2'.7" :r:tJ) g::5 o.CI) L - - -ir-;-;~~;-;,~:';;';;';;';;';; 1 :: ~ ::: D/W : '~ _.J~ _ j I:::::-l l:: _ _ _ _ _ _:J 1..- _..;l DBL SINK " , , ::=EJ] , , , , --rr --,-, "====' , , '.J J 3'-6" It ~ N ...; r----------- f19M9BV19\ I tJ) ~ f3i\ 'z _ ::5 '~ - r-- ~ I J"l U1 CI) \g) 10('1) :r: ~ '0. 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I ~~~~ j'.J : : /V--;u-~-----"l---'l: : ";J , I I, I ~ I I '\ I I ________________J...J~..~,..------ -;,f.J I : : _I :::=====~' : L~C _ _ _ _ _ _ _ _ _ _ _ J . 8 ~ ~ ";J Co U2\ \g7 STEP!DOWN 3.5" I 18'-8" 22 S1 tJ) ::5 CI) :r: U I-- a: I , I I I NOTE: PROVIDE 11/2" I DEEP X 12" WIDE RECESS I FROM EXT. FACE OF BLOCK INTO GARAGE. USE 2x8 I BETWEEN WALLS AND 2x6 I BEHIND WITH 6" PAST EA. END il I I I riI. 16'-0" 19'-0" FOUNDA liON PLAN SCALE: 1/4" = 1'-0" 3,'-4" ~ ('f) ('f) o o ";J ...; N ....'-i ...; ll.J ~ Cl ll.J ::J CI) ~ (f) 2 o (f) > W 0::: ~ 1'- o . ~ Z o if) 0::: W > Lf) 00 N '<t Lf) N N f'- ...-l '<t m 0 M '<t <D w W l.J.J a.. a.. a.. ~ 1'- ~ Q) .0 C ~ C .!: .... 0 c ~ (/) >- C :::::l <i. &5 I ~ 1 I ~E ,.~ ~ - I- DD ~ (0 3'-o"x3'-0" AIC COMPo PAD 4" CONC. SLAB WI 8" X 8" THK'N EDGE. VERIFY LOCATION WI BUILDER (j) --1 --1 - I >-~ 0:::- 0> r-r- Z(j) wW >0::: zO -~ ~O ~ ~~ ~O 00 1--1 ~aJ I~ ~"'" ~r- LOO ~-l OJ) b ~ 1'- TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. W ~ <t: 2 2 :5 0.. HEET NO. LAST PLOT DATE April 11, 2005 (Y) o o N o a::: o LL >< o 2 OF 4 Z Q. -0 ~> >..J eta ~UJ oC&:: -0 C&::::c g~ u..CI) ..JUJQ ~3:g I-ZUJ zo!:: wQ:) UIQCI) e:: UJ ~ z () .q: :2 >- ~ ~ o z o Z ~ :J ~g 0:: I fu (!J~ co I-' cr: ~ >- ~ :2 0... z o ~ (.) ~ ::c I-' a.: 0::: o o w :2 o ::c (/) :J :2 o e:: LL I-' Z W (/) Z Z o 0 u - z ~ W > 1= 0 - <( 0::: 0 3- we:: ::c g I-'LL I-' ....J :J <( o e:: ~ ~ - LJ./ s: 0 a. 0:: o U ll.J ~ o :r: (/) ::J lD o o N I SOFt:IT TO CEILING r--r-- I [J [J ~ ~ r - I. - - - , I 18' I HOOD I '8' I I 18' I ~-"'1" I , I" I i 000 il , I" I I I" I ~ 0 I I" I D I I" I I I" I I I" I I I" I I I" I ~ I- - ..Ie---1 ~ I'- 5' CO RANGE 4 KITCKEN REF, /OPTI ARCH TO BE ONLY ON FRAME OUT, ACTUAL WALL WILL NOT HAVE ARCH. 3/4" DRYWALL WRAP 2X4 WALL / I I ----------1 \ , VARIES 8" 4 ARCH DETAIL_ TYPICAL B 1/2 33 SH " ~ 42" HIGH "\MIRROR TILE TO 16" ABOVE TUB 4 MASTER BATH INTERIOR ELEVATIONS SCALE: 3/16" = 1'.0" L (----------------------------------------~ SINGLE PHASE 150 AMP BREAKER PANEL NEMA 1 30 CIRCUIT i METER SOCKET t ~ I I I I I , , , I I I I I I I I I I I I , 11/2" RIGID NIPPLE WITH : 2 #1 AND 1 #3 CU THW , CONDUCTOR : I I I I I I I I ~TRICAL RISER DIAGRAM V NTS ----------------------------------------- OPEN TO FAMILY ROOM {CO @4 I D . D/W ELECTRICAL LEGEND 9; 9;2 $3 9;4 9;DM DIMMER SWITCH U NTER 2" A,F.F. SINGLE POLE SWITCH DOUBLE POLE SWITCH THREE-WAY SWITCH FOUR.WAY SWITCH 4 KITCKEN -\>- CEILING FIXTURE :fr SCOUNCE ( WALL MOUNTED ) FIXTURE d:D 110 VOLT DUPLEX OUTLET fD 110 VOLT SPLIT SWITCHED OUTLET ~ GROUND FAULT INTERRUPT ~WP WATER PROOF W/ GROUND FAULT d!b 220 VOLT OUTLET ~ SPECIAL SERVICES OUTLET EJ T.V. CABLE OUTLET ...... TELEPHONE CABLE OUTLET (@ RECESSED LIGHTING @ WATER PROOF RECESSED LIGHTING ~ BATH FAN ~ BATH FAN W/ LIGHT 42" HIGH MIRROR J: J: o 0 ~ 0:: u..' <( _ 05' ~ i);> ~ CO Cl.. - 0 0 <.D~ I- o co MED CABI ff SHOWER_ TILE TO _ 7'-0" - DO I TUB: l___J <D BATH f-- -I I f- r- -- 22 SH f- I I I I f-- - TILE TUB r- - TO 7'-0" I I I I I I I I I TUB I I / L______ ___-" o <D BATH #4 CU TO COLD ~ WATER PIPE & DRIVEN GROUND ROD. , - / = , - / = :t i);>' ..,c =_ ~ I'- ~/ ~ ~ ~ - (-_,."W'.-1"'_-)I~ riv- ~ ~" //' ~ --~~~AN ~ --- \ I r ~ )J/ =- " ,I, PREWIRE /'~ (-_,."tJ,.-1"'_-) ~ --~9"--- J--'.... ~ ~ .-=_ ~!~~I,/ ~------~,{J~~RE--lc- ->>/ : ~IRE ~ /' '~, == ~ ' ~ ~ I _0(;- - 1!?'\ -// ~ ~-----i------- ~ ~ ~ /1-"- L, I~ IU-_ ~ 4'-8" .I 2'.5" ~ OD J. ~ ?1 ~i i ~ ~c/C - .~ U ~~~ ~ <<( ::1 ~DER < 12'4" i F ~~,J~J ~ I 1 ~ c Jl'-8" ""'\ COUNTER ~~ ,0(; I -~,/ \ Il)~ = ~o/o(;- \1 ----~~;- ---]i~-l / ~ 1 ~ ~ \i '( ~ ~~ -:::::j 4'.10" J I II I ~ f~2'-6" ~ ir::='-Jt ~I _4" _ I \ 10PTI i i ~ _ ~ ,,10P11M / r-- II I ~I '''~~ i ('r........1 " ,,~ -;J ~'f>'-nJ' ~f~::~l 0 ~ iD' '~I -~-- ~ dIb - rIJ.- I l~~~~]O ==_- ; ~ I ~ ~ ---'--j~ ~ J: I Co r-~ all) [ffiJ' 010 o / / I ~, It!'@42'' ,'",,- l1f n/ ;' ~\. :1 JEJ! "', \ 220 ~ ~ ~ w \ ' / :;;------~ --fL \ 'I I / Orll I '- -------,-~ Orll f~-~~-----j ) \ ~ ~ ffi i ('t L_1\JI"im.c.TJlJd /,1 t ~ 1-\ ~ I \ Ln IF REQ'D BY COD~" / ~~ /LJ u I - ...J<( / ~ .I' ',,- _ ~i..'- _/'9'-8" WCl.. / W 'I' A~ENTER, ~ ~ - ~ -yoN WALL ~ ri b- - -" / I I I ..,P- I II 3' 0" -'po FOR GARAGE / '~C,:;~~E -", ~- ~ ---: '" -, ~ ~ '-----------+----~t~;~~~~~------------------i ~ / 10PTI _~ \~ i // ~ \ I --/---------- ~ : /-+ / O'l: / HO / : / BIB~E 5' '\.~ =@ : / co " } 3'-0" : / n.... I I / :: 11111111 II------'-'--~~-_~, _~~REWIRE cty --.. -- __ - - Y COACH LIGHT 1'-0' PRE~IRE -------_----- -- 10" 10PTI COACH LIGHT ---J:. 10PTI ~ SMOKE DETECTOR c:7\) FLOOD LIGHT 1____________] FLUORESCENT LIGHTING n n n U U TRACK LIGHTING ,...1 111I CEILING FAN ~ ~ ~ ~ ~ ~ ~ ~ 10PT.l ~ +-~ HOSE ~ BIBB ~ ~ ~.., ~..! ~ ~ ~ ~ ~ ~ ~ ~ ~=:J ~ ~ r-- - ~ Ii DOOR BELL CHIMES 0 @- DOOR BELL DISP DISPOSAL 0 LCJ DISCONNECT SWITCH ~ PREWIRE SPEAKER [Z] JUNCTION BOX CD THERMOSTAT 0 LOW VOLTAGE LIGHTING ~ INTERCOM SYSTEM [ffi] GARAGE DOOR PUSH BUTTON ~ ~ - - - ~~ ~ ~ - - - - - - c:::::J c:::::J - - - - - - BY POWER COMPANY - - - - ;;;~ NOTES: -., '<..! :7 ~ l3" II . I 111111 1I11 IW GFI /- ~"P I ~ (~ II I I II , ,~~ <w I I II: : III I 'I ~ 6'.{)" 7'-4" 6'-0" 5' <.D - r- ~ 1- Ln ('"'" I I I I , .--(:=!{~::) t~ FAN I \ PREWIRE 11 OPT I 5'-8" ~ 7'.8" - - - - - - - - - - - - - - -""'-. -~- - - - - - = / - , =/ -, 1111 I III UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 44" AFF 39" AFF 36" AFF 12" AFF 42" AFF 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA NATIONAL FIRE ALARMCODE. CHAPTER 2 1999 EDITION 6. ALL ELECTRICAL IN SLEEPING ROOMS SHALL BE ON AN A.F.C.!. PROTECTED CIRCUIT PER 2002 N.E.C. ELECTRICAL PLAN SCALE: 1/4" :::; 1'.{)" L.. 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Cl.. 0:: 3 0 0 W ~ OF 0 J: 4 (/) :::::> 1.0 0 0 N LAST PLOT DATE @ April 11, 2005 ELECTRICAL PLAN DE #250993 CUT/SCORED DBL KEYSTONE 4 '.{I " f I ~ I'- 7112" ~[~~ ~ ~3 " " ~[~~ ~~3 CUT jSCORED DBL KEYSTONE DETAIL SCALE: 112' = 1'-0" ROOF VENT SCHEDULE ROOF PLAN II VERIFY WITH GEt'\ERAL 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 LOCATION OFF RIDGE VENTS SOFFIT VENT (SQ, IN.) (SQ. IN. ) ROOF / GARAGE 461 461 NOTE: 1'0" OVERHANG SCALE: 3/16" = 1'-0" LITE TEXTURED DECORATIVE FINISH >- 0::: ..... Z llJ I @; 0 ~ Z u I 0:: 0 L;5 ...J ....: CO CO lJ.. 0 I 0 ::c z Q.. 0 5' 0 LiS I 8" CUT ..-l ..... ::c BAND ..-l c;> ~ 0 I Co 0 3: ::? I to I FIN FLR. 1--- + 24.5 p s - 26.7 F 35 SH --24" CUT BAND KNEEWALL :r: u 0::: <( lJ.. 0 ::c Q.. 0 U ..... 0:: <( ~ lJ.. 5' 0 0) 0) :2: 0 ~ 0 CO :s: u o q as Co lJ.. o Q.. o I- ENTRY DEI. 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Z Z woo (.!J D::u_ LL w Z CI) Q) w :> UJ >< I- ~ 0 ~ 0:: o - ~ 0 Z Cl:: 0 >- >- $: - <! ct W D:: 2 :::!: :J: 0 0... Z r- 0: 2 0 :3 r- ....J Il.. 6 ~ :5 () CI) J: I- - I- Z :J: - W a.. 1-$:0 HEET NO. D... 0:: 4(11) 0 () w :::;E 0 OF :c 4 (j) ::J U) 0 0 ('oj LAST PLOT DATE @ April 11, 2005 ELEVATION "11" DE #250993 I W.W.M. 2-#5 REBAR REINF. SEE PLAN F.F. (1) #5 REBAR CONT. INT. BRG WALL 2 X 4 (ALSO SHEARWALL) SCALE: N.T.S. REV. 9/03 HICKENED EDGE REV. 08-20-04 SCALE: N.T.S. DOWELS WI 900 HOOK @ FOOTING - SEE FOUND. PLAN FOR LOCATION BLOCK WALL HEADER BLOCK WI #5 REBAR CONT. @ SLAB LEVEL F.F. 2 ~ EXTEND W.W.M. INTO HEADER BLOCK, BEND 900 & HOOK OVER #5 CONT. #5 VERT. IN SOLID CELL WI 900 HOOK INTO FOOTING @ 5'-4" OIG FOR STEMWALL ~ 4'-8" & @ 2'-0" OIG FOR STEMWALL~ 6'-0" DOWELS WI 900 HOOK @ FOOTING - SEE FOUND. PLAN ~ w FOR LOCATION -...l u = :J lOQ.. NU) HEADER BLOCK WI #5 REBAR CONT. @ SLAB LEVEL #3 REBAR WI 900 HOOK @ 36" OIC _ I=tN' ,a.. _' ::w ..........2 ,'.,-'..',".,-'..1 ~~ I M FINISH GRADE 1-~ M ~ EXTEND W.W.M. INTO HEADER BLOCK, . BEND 900 & HOOK , ": ~. . '~o. 3- OVER #5 CONT. o. ~. o.. ~ ... 00 , lQ ., ", I ., ... , .,,.,. ., \ 16" 8"CMU WALL N ...., FILLED STEM WALL SOLID WI GROUT 2 # 5 CONT. ON 3" CHAIR EXTERIOR BEARING ), STEM WALL FTG. 1-STORY SCALE: N.T.S. EXTERIOR BEARING STEM WALL FTG. SCALE: N.T.S. RAISED FND. < 72" UNBALANCED FILL HEADER BLOCK WI BLOCK WALL #5 REBAR CONT, ~ @ SLAB LEVEL F.F. DOWELS WI 900 - , , I HOOK @ FOOTING - - - ~.~ ---.t. SEE FOUND. PLAN ~ I SEE PLAN FOR LOCATION , - -"... - - -'~ -.- -'- J f FINISH 1- ~ "';: ~.. , : GRADE M ~ FRONT WALL OF GARAGE 1/2" EXP. JT. ALIGN DRIVE WI BOTTOM OF RECESS & PITCH DRIVE PROVIDE 11/2" X 12" SLOPED RECESS AT GARAGE DOOR 2 ~ 3.5" CONC. DRIVE w/CONT. JOINTS 10' O.C. TYP. EXTEND W.W.M. INTO HEADER BLOCK, BEND 900 & HOOK OVER #5 CONT. , . ...l,.__j"._. ~ ~ W.W.M. #5 REBAR CONT. (2) # 5 CONT. ON 3" CHAIR N ...., FILLED STEM WALL SOLID W I GROUT EXTERIOR BEARING @ GAR. 1- 16" } STEM WALL FTG. 1-STORY SCALE: N.T.S. FOOTING @ GAR. DOOR STEM WALL FTG. 1- STORY SCALE: N.T.S. PROVIDE 11/2" X 6" WIDE FOR 2 PANEL UNITS, 8" WIDE FOR 3 PANEL UNITS @ SGD LOCATIONS ~ 0'-0" FIN. FL. #5 REBAR CONT. , . -"...- -'~r'- _'-",._ .. ,. )( '-' " ,. ,. t :... i, .," ",; .,,, . l "I 0'-0" FIN. FL. DOWELS-SEE PLAN FOR LOCATION DOWELS-SEE PLAN FOR LOCATION (2) # 5 CONT. ON 311 CHAIR (2) # 5 CONT. ON 3" CHAIR STEM WALL FTG. SCALE: N.T.S. RAISED FND. BALANCED FILL 1-STORY STEP DOWN @ PORCH L STEM WALL FTG. SCALE: N.T.S. RAISED FND. BALANCED FILL 1- STORY S.G.D. SILL DETAIL W.W.M. 3.5" -,j'!l ____..~....~. '.~. . _f'HH\+.~. n..: . ' . .n.u. 4" 16" STEP DOWN BRG. REV. 9/03 SCALE: N.T.S. NOTE: STEM WALL MUST BE BRACED PRIOR TO COMPACTING BACK FILL AS FOLLOWING: OPT. 1: SEE TEMP. BRACING DETAIL BB/S1 OPT. 2: BACK FILL SLAB ON OUTSIDE COMPACTION DURRING FILL PLACEMENT & TO PREVENT BOWING OF WALL. MAY BE REMOVED AFTER SLAB IS POUR 2"x 6"x 8" LONG W/TAPCON ANCHORS (4) 3/16" X 31/4" CENTER BLOCK @ FILLED CELL 12" BELOW F.F. FOR STEM WALL ~ 6'-0" & 30" BELOW F.F. FOR STEM WALL ~ 8'-0" & > 6'-0" 1 1 10d X 3" @ 6" O.C. 2x4 STAKE W/MIN. 2'-0. PENETRATION I:-.JTO SOIL @ EA. FILLED CELL FOR STEM WALL~ 4'-8" @ 4'-0" OIC FOR STEM WALL~ 4'-8" & < 6'-0" @ 2'-8" O/C FOR STEM WALL> 6'-0" & ~ 8'-0" TEMPORARY BRACING DETAIL SCALE: N.T.S. BRACING NOTES CD ERECT TEMPORARY BRACING PRIOR TO SETTING & COMPACTING BACKFILL @ BRACING TO REMAIN IN PLACE UNTIL POURED SLAB IS FULLY CURED 8" 4" STEP DOWN NON BRG. REV. 9/17/03 TH SCALE: N.T.S. DOWELS WI 900 HOOK @ FOOTING - SEE FOUND. PLAN Q.. w - FOR LOCATION : ~ lOQ.. NU) HEADER BLOCK WI #5 REBAR CONT. @ SLAB LEVEL #3 REBAR WI 900 HOOK @ 24" OIC _-:~-1-~ . ~o., 1--+-...., 2 I M~ EXTEND W.W.M. INTO HEADER BLOCK, BEND 900 & HOOK OVER #5 CONT. #5 VERT. IN SOLID CELL WI 900 HOOK INTO FOOTING @ 8" OIC OR #7 VERT. IN SOLID CELL WI 900 HOOK INTO FOOTING @ 16" OIC ~ ~ c;> 00 DURO WALL @ 16" OIC VERTICALLY 8" CMU WALL NOTE: STEM WALL MUST BE BRACED PRIOR TO COMPACTING BACK FILL AS FOLLOWING: OPT. 1: SEE TEMP. BRACING DETAIL BB/S1 OPT. 2: BACK FILL SLAB ON OUTSIDE COMPACTION DURRING FILL PLACEMENT & TO PREVENT BOWING OF WALL. MAY BE REMOVED AFTER SLAB IS POUR . ,. ,. " " "" b. l ".'...'~ l " 0',. ~ 0' ", , . ,. ".. .. ,. ".." (3) # 5 CONT. ON 3" CHAIR 44" j, EXTERIOR BEARING STEM WALL FTG. SCALE: N.T.S. RAISED FND. < 96" UNBALANCED FILL FOUNDATION NOTES 3) SOIL: 3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. (VERIFY BY CONTRACTOR) 4) CONCRETE: 4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 3000 PSI (NORMAL WEIGHT). 4.2 REINFORCING BARS: ASTM A615 (GRADE 40). 4.3 WELDED WIRE FABRIC (WWF): ASTM A185. 4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 4.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3" BOTTOM AND SIDES. 4.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK AND DRIVE SLABS) 3 1/2" THICK MIN., REINFORCED WITH 6X6 - 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 104.2.6; 104.2.7; 1403.1.6,1503.4.4; 1816; 1916.7.5; 2303.1.4 & 2304 GENERAL MASONRY NOTES: 1. MASONRY UNITS: 1AW ASTM egO 2. MORTAR: TYPE M OR TYPE S 1AW SBC TABLE 1402.8B IS REQUIRED TO BE TYPE M OR TYPE S 3. GROUT: 3/8" MAXIMUM AGGREGATE, 8" - 11" SLUMP 3000 PSI OR ASTM C476 4. CONCRETE: 3000 PSI MIN. COMPo STRENGTH AT 28 DAYS FOR FOOTINGS: 3000 PSI FOR SLABS ON GRADE 5. REINFORCING STEEL: GRADE 40 MIN. AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616,A 70 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. L.O g () C\I . C'l --.J I"-- co LL. t; '. --.J I.!) 0) 0 ClJ 0 ",,<0 >-'IJ.J (.i)m 1-01- ,I.!) ffig:~ <('<1' o..U)L 0<0 gI~ - 0.. f- 0.. O::M Z o~ ~o~ ....Jco of-llJ ll..~ -.ZU) IJ.J.:!,! :) J:~ ~d63 () u..: IJ.J llJ t:::l LiS 0:: L 0:: co ~I-O U) 0 :I: g ~~ ~ ~ ~ ....Jo~O)U)UZ o 1.!)IJ.J::l:J a.. I.!) C\I 0 0:: <(oo;;t odo '<O<(zzz o ()~C20 OM ~i:::l ~ '<1'~ ZZ:J (V)~ ~~o x, ~ IS g S;<LJ.J 000.. ..... 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S-1 (S) LAST PLOT DATE:Aprilll, 2005 a 'J" ~ ~ , 0) a <01"-- ("')1"- (",)C\1 .....JI.!) ll..d, .r,J:) <1:1"-- IJ..' ~~ <1:00 f-.,.!. z o. -0 ~> !~a5 10 <1:W 0IY: -0 IY:I 0(.1) .....Jf- ll..(.f) .....;wa c2~g f-zW Z I- wOS u&$(.I) o::cL wO:: zO W z u <t:W () ~ ~ >-0 z I I- <( ~ ~~ 000 wo:: Z U IJ.. 5~ I- ~ ~ CLZZ I woo O::u- ," w Z ~ \,.J co w ::: I-~O 0_.... ZO::o 0:::: >- 3: Ci:: >- ~~~ a. zl- :s........J O CL6~ (/)I~ () :ct:1J.J t-3:u a.. 0:: o () LJ.J ~ o J: (/) ::) I.!) o o C\I @ NOTE: IT IS THE CONTRACTORS RESPONSIBIUT'( TO REVII:.-W ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO ENGINEERING, LLC is RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEI:.N FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWiNGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTiON, , " , , , I I I I , , , I I \ \ \ \ \ , , , , , , -------- ------ ~~ , , , , , , , \ \ \ I I I I I I I I I I I , , ,,,' PLACE SEAL HERE DE #250993 r L PRECAST "U" LINTEL VII 1-#5 CONT. IN GROUT @ OPNGS, 6'.0" & OVER. PRECAST "U" LINTEL ALL OPENINGS UNDER 6'-0". HURRICANE ANCHORS (TYP.) SPLICES 25" MIN, LAP (ACI 530 ) 10" HOOK (TYPICAL) o STD. 90 HOOK (TYP,) TYP. BOND BEAM 8" x 8" x 16" K.O, LINTEL BLOCK FILL W I 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) SEE FOOTING DETAIL TYP. MONO, FTG. I. SEE FOUNDATION PLAN J FOR LOCATIONS BLOCK WALL/REINFORCEMENT SCALE: N.T.S. 1 20" MIN. LAP 1 _ ...."... V v.." V I '~' X)C<,'..x:r<:;<;" '..xx>'. '.)0'",' ~ V"./" V"J'V./ v""1r. "-- #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE #5 REINFORCING BAR 1'-1 ~ 19.. 25" MIN. LAP -1 .m "~:7,t~R~:: ~ ~ #5 LAP SPLICE V"V"./ .. 36" MIN. LAP { { ~ ,)()(~^~~'/^.xx.'/ ~,)<;X~ ~~^~,)<;lj.^~,/^.xx.'/ ~,~ #6 REINFORCING BAR 10" #6 LAP SPLICE TYPICAL REBAR SPLICE DETAIL #5 STD. 900 HOOK SCALE: N.T.S. A-2 EXISTING MASONRY WALL 3/4" GROUT COVER EXISTING FOUNDATION FORM W /NON '" ~ SHRINK GROUT ~ TIE WIRE 3/16" DIA. TAPCONS @ 24" O.C. STAGGERED EXISTING FOUNDATION 3/16" DIA. TAPCONS- @ 24" O.C. STAGGERED ~ RETROFIT WALL OVERHANG DETAIL (NTS) A- 2 FOR OVERHANGS BETWEEN 11/2" TO 3 112' CD SECTION RETROFIT OVERHANG DETAIL 3-31-04 D.M. N.T.S. LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & GROUT MIN. 25" LAP SPLICE (ACI 530) 3 1/2" 3000 P.S,1. CONC. SLAB OVER 6 MIL V,B. OVER CLEAN COMPACT. TERMITE TREATED EARTH FILL REINFORCED WITH 6x6 Wl.4xW1.4 WWF -~ I ~~ ~. .. . .. . .. . .. ; .. . .. . .. '.. .. . . 4'""01'" I ... 6.., .. ..' ""4:,' . .. . .. ' .. . ,~. 'Q. ~..... ,-..- lJJJJI 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 S~~ -4 NOTE: SECTION BETWEEN DOWN RODS ARE CONSIDERED SHEARWALLS UNLESS OPENINGS ARE BETWEEN THEM, SCALE: N.T.S, TYP. SHEARWALL SECTION 9/16/03 TH ______ EXISTING U-BLOCK W/ 1 #5 CONT. >- 0:: Z o (/') <( ~ I..L. o LI.J () 11. I- ::) () ~ (/) LI.J () :J a.. (/) 0... ::s Ln N TYP. TIE BEAM FILLED SOLID WI GROUT & 1 #5 REBAR CONT. FASTENERS (SEE OPT,) USP SPT4 W/6 -10d x 11/2" STANDARD HOOKS W/25" MIN. SPLICE TYP, FILLED CELL W GROUT & 1 #5 REBAR VERT. 8" C.M,U. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 2" X 4" P.T. W/ 1/2" X 8" "J" BOLTS @ 40" OIC (MAX) OR 1/2" X 6" EXPANSION ANCHORS @ 40" OIC (MAX) OR 27/8" HILT! X-ONI NAIL @ 12" O/C (MAX) OR 1/4"~X 3" TAPCONS @ 16" O/C (MAX) ASTENERS (SEE OPT,) NOTE: ANCHORS TO BE 6" (MAX) FROM TOP & BOTTOM FRAME (EXT./BRG.jSHEAR) WALL TO MASONRY CONNECTION DETAIL SCALE: N.T,S. 1/2.~X 8" "J" BOLT @ 40. O/C SHEAR = 61 PLF 1/2"~X 6" EXPANSION ANCHOR @ 40' O/C SHEAR = 61 PLF 27/8" HILTI X-DNI NAIL@ 12" O/C SHEAR = 140 PLF 1/4"96X 3" TAPCONS @ 16" OIC SHEAR = 198 PLF REV, 8-31-04 TH -#5X6' IN CONC. FILLED CELL DRILL 3/4"X 5" MIN. HOLE SET BAR IN EPOXY CAP TO PREVENT LEAKAGE #5X6' EMBEDDED INTO EXISTING U-BLOCK LINTEL FILL CELL FULL HEIGHT W/ NON-SHRINK GROUT '~5X6' EMBEDDED INTO EXISTING FOOTING SECTION G) SCALE: DRILL 3/4"X 5" MIN. HOLE SET BAR IN SIMPSON "SET" EPOXY OR EQUAL EXISTING FOOTING 1/2"=1'..()" RETROFIT FILLED CELL DETAIL OVERHANG FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BET'NEEN 3/8' TO 11/2' RETROFIT WALL OVERHANG DETAIL (NTS) NOTE: FOR OVERHANGS LESS THAN 3/8" . NO REPAIR REQ'D, 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. MASONRY CODES 5) MASONRY: 5.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AC1530. 5.2 MINIMUM MASONRY UNIT STRENGTH: fm 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 DBL. TOP PLATE USP RSPT4 2x4 CRIPPLE STUDS @ 16" O/C BETWEEN HEADER & TOP PLATES W/USP SPT24 @TOP & BOTTOM (U.N.O.) WHEN APPLICABLE. USP MSTA24 '-OPENING~ HEADER PER PLAN 2x4 P.T. CRIPPLE STUD ATTACHED TO MASONRY PER DETAIL 3U/S2 03/30/05 SCALE: N.T.S. TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION), THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. HEADER / WALL CONNECTION SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. o ....J --.J o Z 00::: OW U)W ZZ <3:0 Oz W o -M Z o U) 0::: W > ('I') o ~ U) ..'-i Z N ..'-i 0 ~ U) ~ Gj LI.J 0::: ::) (/) (/) LLJ LL.. ~ cc W u.,j 0 cc 2 f- LLJ LL.. ''''<(D::!:~ ~ ::!:-O:J I- x~cco o :J LL.. ~ og:oz<l: Z 0.. ::!: ~ I- <l: 0 <( 0 W ~e:~z ,~ <l: ~ cc 0 '-J DLLJ<(D <3: .J.J ~ (/) 0 f-5;:56~ O :J LLJ - LLJ O'~~::!: 9 (/) LLJCii ...... ~ ~ ~ ~ W ;:5 Q DO O(/)CCf- 0::: 2Z0~ _ . ~ ~ U ....... 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Q. ~ Q) .0 C ~ C ..c "- 0 c ~ (/) >- C :J oct ~ I ~ """l I E C >- .~ :J t806 o '<;j" ...... ...... , 0) o CD I'- C<)f'o- ('I')N -l1.O I..L.dl _ CD <(I'- a..' ~~ ~~ z O. -0 ~> >....J -co Ow <(0::: 90 0::: I OC/) -ll- I..L.C/) ....JWO ~~g I-ZW zot: Wo::J o CD(/) o::D... wo:: W zo zU <(w () 2 2 >-0 z :c I- <( ~ ~ :2 0 00 wo:: Z UL.l.. =>1- oz I- OW o::(/) a.Zz I woo O::u- (!J wz~ lDw> 1-1=0 0::: ~Ci::o<( >-39 >- <(wO:: :2:cg CL zl-L.l.. ::51--1 0 0...5~ ~~!i;;; () :c-w 1-3u 0... 0:: o () w ~ o ::c (/) ::) I.l') o o N @ NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW .ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BETWEEN FIELD CONDITIONS, O,HER DESIGN PROFESSIOI\ALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ". ,'" , / , I I I I , I I I \ \ \ \ \ , , , , , (Y) o o C\J o 0:: o W Ll.. ~ >< <( 0 Z Z <( .....J a.. SHEET NO. 8-2 LAST PLOT DATE:Aprilll,2005 ,..------, , , , , \ '~ '\i I I I I I I APR 1 12U05"./ ". ------ PLACE SEAL HERE DE #250993 . I AFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-L1NTELS l!) o o C\l .('01 !'-co u...t;, ",0) OUJD' UI to ~ 0) ~o ~ ,U) ffi1t~ <1: '<t a.. '" J: oto 0-0 Ci- it~[ o ('l) !::;02 ~ -J~_ ~ LL._ Q~~ I I l.J.J~:::::) IX J:...JD U<1: l-uUJ c:( IJ.: UJ UJ ~ ll.l a::::r a::: CO <tl-O '" 0 J: g~~13~~ -J..-lO)iiiU2 00 UJ...J::J C. U)O...J c:( U) C\l 0 d gs I ~ <1: 2 Z -, ""'U<t-~ 0_ ",ffiQ O('l) "UJI- '<t..-l 2ZU ('l)~ ~S3~ ~' ~f5~ COW 00a.. . Z UJ g1i! 00 "'2)- .I w<t2 a.a. ~o<t o o --.J --.J @ @ @ SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LlNTELS o Z 00:: OW CJ)W ZZ <(0 Oz W SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-L1NTELS 1.0 CO N .;t 1.0 N N I"- .-t .;t en 0 ('f) .;t c.o W w W 0... 0... n..: ~~~ SAFE LOAD - POUNDS PER LINEAR FOOT ~ 8F12-lT 8F16-lT 8F20-lT 8F24-lT 8F28-lT 8F32-lT LENGTH * 8F8-2T 8F12-2T 8Fl6-2T BF20-2T BF24-2T BF28-2T BF32-2T 1972 3173 4460 5747 7034 8321 960B 2'-10" (34') PRECAST 1972 3173 4460 5747 7034 8321 960B 1569 2524 3547 4569 5591 6613 7636 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1363 2192 3079 3966 04853 5740 6627 4 '.{) " (048") PRECAST 1363 2192 3079 3966 04853 5740 6627 4'-6" (54') PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 1016 1632 2290 2949 3607 4265 4924 5'.4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 909 1492 2093 2694 3295 3897 4498 5'-10" (70") PRECAST 929 1492 2093 2694 3295 3897 4498 6'-6" (78") 835 (12) 1340 1880 2419 2959 3498 4038 PRECAST 835 1340 1880 2419 2959 3498 4038 727 (23) 1021 1634 (12) 2102 (11) 2571 (10) 3039 (10) 3508 (9) 7'-6" (90") PRECAST 727 1166 1634 2102 2571 3039 3508 9'-4" (112") 591 680 1133 (15) 1471 (15) 1811(15) 2152 (16) 2494 (15) PRECAST 591 851 1326 1705 2084 2463 2842 530 552 914 (15) 1185 (15) 1458 (15) 1732 (15) 2007 (15) 10'-6" (126") PRECAST 530 686 1183 1526 1865 2204 2544 474 485 798 (15) 1034 (15) 1272 (15) 1510 (15) 1749 (15) 11'-4" (136") PRECAST 494 599 1028 1422 1738 2053 2369 470 (9) 441 723 (14) 936 (14) 1151(15) 1366 (15) 1582 (15) 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 418 (15) 373 606 (14) 783 (14) 962 (14) 1141 (14) 1321 (14) 13'4" (160") PRECAST 428 455 770 1145 1444 1718 1993 384 (15) 346 559 (14) 723 (14) 887 (14) 1052 (14) 1218 (14) 14'.{)" (168") PRECAST 410 420 709 1050 1434 (8) 1694 (8) 1954 (7) 239 323 519 (13) 671 (13) 823 (13) 976 (14) 1129 (14) 14'-8" (176") PRESTRESSED 246 390 655 968 1324 (8) 1625 (11) 1874 (11) PRESTRESSED 224 302 485 (13) 626 (13) 767 (13) 909 (13) 1052 (13) 15'-4" (184") 230 364 609 897 1224 (8) 1562 (14) 1801 (14) 187 255 404 (12) 520 (12) 637 (12) 754 (12) 872 (12) 17'-4" (208") PRESTRESSED 192 303 500 732 993 (8) 1268 (14) 1470 (14) 19'4" (232") PRESTRESSED 162 222 347 (11) 446 (11) 546 (12) 646 (12) 746 (12) 166 261 424 616 831 (8) 1057 (14) 1225 (14) 21'-4" (256") PRESTRESSED 142 198 306 (11) 393 (11) 480 (11) 567 (11) 654 (11) 142 230 369 531 713 (7) 903 (13) 1046 (13) 22 '.{) " (264") PRESTRESSED 137 192 295 (10) 378 (11) 461 (10) 545 (11) 629 (11) 137 221 354 508 681 (7) 861 (13) 997 (13) 124 175 267 (10) 341 (10) 416 (10) 491 (10) 566 (10) 24'-0" (288") PRESTRESSED 124 200 316 450 600 (7) 756 (12) 875 (13) ~~~~ SAFE LOAD PLF ~ REINF. LENGTH * BU8 BF8 CMUu 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (048") PRECAST 765 763 1365 4'-6" (54') PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 0483 7'-6" (90') PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'.{)" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N,R, 284 89 15'4" (lB4") 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 ~~~ SAFE LOAD - POUNDS PER LINEAR FOOT ~ 8F8-0B 8F12"()B 8F16"()B 8F20.{)B 8F24.{)B 8F28-0B 8F32-0B LENGTH * 8U8 8F8-1B 8F12-1B 8F16-18 8F20-18 8F24-1B 8F28-1B 8F32-1B 3069 4605 6113 7547 8974 10394 11809 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 3719 5163 6607 8054 9502 10951 3'-6" (42") PRECAST 2231 3069 4605 6113 7547 8974 10394 11B09 2561 2751 3820 4890 5961 7034 8107 4'.{)" (48") PRECAST 1966 2693 4605 6113 7547 8974 10394 11B09 4'--6" (54") PRECAST 1969 2110 2931 3753 4576 5400 6224 1599 21B9 4375 6113 7547 (7) 8672 10294 11809 1349 1438 1999 2560 3123 3686 4249 5'-4" (64") PRECAST 1217 1663 3090 5365 7547 (36) 7342 (19) 8733 (19) 10127 (19) 1105 1173 1631 2090 2549 3009 3470 5'-10" (70") PRECAST 1062 1451 2622 4360 7168 (45) 6036 (19) 7181 (19) B32B (20) 1238 2177 3480 3031 3707 4383 5061 6'-6" (78") PRECAST 908 1238 2177 3480 5381 8360 1039~37) 8825 (14) 1011 1729 2632 2205 2698 3191 36B5 7'-6" (90") PRECAST 743 1011 2661 B467 (44) 1729 3898 5681 6472 (15) (112") 699 1160 1625 2564 30486 2818 3302 9'-4" PRECAST 554 752 1245 1843 2564 30486 4705 (37) 6390 (47) 535 890 1247 2093 2777 2163 2536 10'-6" (126") PRECAST 475 643 1052 1533 2093 2781 3643 (38) 4754 (45) 582 945 1366 1846 2423 3127 4006 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 540 873 1254 1684 2193 2805 3552 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 471 755 1075 1428 1838 2316 2883 13'-4" (160") PRECAST 296 1075 2316 471 755 1428 1838 2883 424 706 1002 1326 1697 2127 2630 14'-0" (16B") PRECAST 279 442 706 1002 1326 1697 2127 2630 NR NR NR NR NR NR NR 14'-8" (176") PRESTRESSED N,R. 458 783 1370 1902 2245 2517 2712 PRESTRESSED NR NR NR NR NR NR NR 15'4" (184") N,R, 412 710 1250 1733 2058 2320 2513 NR NR NR NR NR NR NR 17'-4" (208") PRESTRESSED N.R. 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED NR NR NR NR NR NR NR N,R, 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED NR NR NR NR NR NR NR N.R, 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED NR NR NR NR NR NR NR N,R, 165 315 550 784 1047 1285 1399 NR NR NR NR NR NR NR 24'-0" (288") PRESTRESSED N,R, 129 250 450 654 884 1092 1222 ~ (1) ..0 C ~ C ,- l" 0 .... - c ~ (/) >. C ::J <i. S I ~ --"' I E .~ ~ ~~8 o ('l) o o C\l CJ) ~ Z C\l ~ 0 ~ CJ) ~ > o W W t::t: :J ~ o ...-l Z o CJ) 0:: W > o lJ.J ~ 'J.. ~ Ct: W ~O u...f2 ~ UJ I- o ~o~z L- ><iii~6 r- 05u...u OCt:o Z U Z ~~~~ u.J Ct: I-' 0 W Ct: 'J.. W Z f~ <t 2 a::: 0 \,J 0u.J<t0 <( u.J ~ '" 0 r-b~6~ o ::J u.J - UJ O ~ ~ ~ ~~ u.J '" UJ u.. "z~ W ~QOo o '" Ct: I- 0:: 26JQrs <( :.J.J ~ ffi 0 ::> ~O~a5 a ::J j -: Ct: g:2~~ CJ) ...J UJ ...J 0 <i! ~ ~ ~ o o ~ T'" T'" I O'l o \Dr--- Mr--- ('l)N -Jl/) LL.~ _\D ~!'- !l.' :2~ ~co I-~ o z Q. -0 ~> >-J -co Ow ~O::: 90 0::: I O(/) -JI- lL(/) -JWo c2~g I-ZW ZoC Wo::J OtOU) @ @ ELEV, (Il (B,O.L. @ 7'-4' AF.F.) @ (T.O.B, @ 11:-0: AF,F., ELEV, II) (T.O,B, @ 10-8 AF.F" ELEV, III) (T.O.B. @ 12'-4" A,F,F., ELEY. IV) @ @ (#) THE NUMBERS IN PARENTHESIS ARE PERCEr'H REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (*) LEr-..GTH = OVER ALL LENGTH OF LINTEL (**) SEE SAFE LOAD TABLE NOTES 5 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (*) LE.NGTH = OVER ALL LENGTH OF LINTEL Cf) .....J .....J - :c >- $ (Y) w 0 a::: 0..: w 0:: 0:: - 0 w zO > zU <(w 0 N () ~ ~ r- )-0 r- z ::c Cf) 0 r- <t~ Z ~ ~ w a: 0 00 W W 0:: Z ULJ.. 0:: 0 5~ > ow () w LL r- O::(/) Z Il.. Z Z > "0 f-~15 Z 0:: ~oc<( ~ >-39 <(wCl: ~~ Z >- ~::cg <3:: a.. 2 f- LJ.. ~ () :)f-...J ::J <( ....J 0 Il.. 0 Cl: 0 0 ~~~ 0.. () ::c-w I .....J f-3u C\I CO SHEET NO. a. L!) 0:: 0 I z S-2A U t'- ~ ~ W ~ ~ 0 ~ Q. I (j) ~ r- ....J :J W U) L!) 0 .- 0 0 z C\l ~ .....J -.J LAST PLOT @ DATE: April 11, 2005 (*) LENGTH = OVER ALL LENGTH OF LINTEL SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-L1NTELS SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-L1NTELS SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-L1NTELS #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR ~~~~ SAFE LOAD - POUNDS PER LINEAR FOOT ~ 8RF6-1 T 8RFI0-lT 8RFl4-1 T BRF18-1 T 8RF22-lT 8RF26-1 T 8RF30-lT LENGTH * 8RF6-2T BRFI0-2T BRFl4-2T 8RFl8-2T 8RF22-2T 8RF26-2T BRF30-2T 905 17048 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 675 1301 1960 2618 3277 3935 4594 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 570 1012 1651 2204 2758 3312 3865 6'-8" (80") PRECAST 570 1097 1651 2204 2758 3312 3B65 506 797 1462 (8) 1952 (7) 2442 (6) 2931 (6) 3257 7'-6" (90") PRECAST 506 967 1462 1952 2442 2931 3421 9'-8" 395 491 931 (12) 1301 (15) 1640 (15) 1980 (15) 2322 (16) (116") PRECAST 395 589 1135 1514 1893 2272 2652 ~~~ SAFE LOAD PLF REINF. LENGTH * 8RU6 8RF6 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 78B 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 ~~~ SAFE LOAD - POUNDS PER LINEAR FOOT ~ 8RF6-0B BRFI0-0B BRF14,OB BRF18-0B 8RF22-0B 8RF26-0B 8RF30-0B LENGTH * 8RU6 BRF6-1B 8RF10-1B 8RFl4-1B BRFl8-1B BRF22-1B BRF26-1B 8RF30-1B 1749 3355 3280 4349 5421 6493 7567 4'-4" (52') PRECAST 1635 1891 3699 5206 6639 8060 9479 10893 1596 3063 2992 3968 4946 5924 6904 4'-6" (54") PRECAST 1494 1756 3699 5206 6639 8060 9479 10893 920 1770 1716 2277 2839 3402 3966 5'-8" (68") PRECAST 866 1167 2481 4567 6389 B060 (34) 7917 (19) 9311 (19) 5'-10" (70") PRECAST 859 1653 1600 2124 2649 3174 3700 810 1113 2342 4242 6639 (10) 8060 (39) 7402 (19) 8706 (19) 901 1825 3120 5048 7747 9448 7360 6'-8" (80") PRECAST 797 1825 3120 9479 901 50048 7915 10893 (32) 755 1490 2459 3776 5743 7239 5623 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 8998 (19) 10B93 (48) (116") 466 999 1568 2253 3129 4091 3146 9'-8" PRECAST 411 526 999 1568 2253 3129 4150 5891 (47) ....J <t: ....J ~ ~ o Z I- <t: ~I O~ CO Z [ij m-=I th (D .-t ...-i LINTEL SCHEDULE C.M.U. GROUT #5 REBAR AT BOTTOM OF LI NTEL CAVITY J 7-5/8" J BOTTOM REINFORCING ACTUAL PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) TYPE DESIGNATION IF = FILLED WITH GROUT / U = UNFILLED r QUANTITY OF #5 REBAR AT I BOTTOM OF LINTEL CAVITY 8F16-1 8/1 T NOMINAL WIDTH J J LQUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP ......Q~ lQ]....< . ,~ o 0 8F8-1 BlOT @ 8F16-1 B/1T 8F16-0B/1T o @ (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR, SEE SAFE LOAD TABLE NOTES NO. 12 (*) LENGTH = OVER ALL LENGTH OF LINTEL (**) SEE SAFE LOAD TABLE NOTES 5 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAfE LOAD TABLE NOTES NO. 12 (*) LENGTH = OVER ALL LENGTH OF LINTEL (*) LENGTH = OVER ALL LENGTH OF LINTEL I MATERIALS · f'c 8" precast lintels = 3500 psi . f'c 8" prestressed, 6" and 12" precast lintels = 6000 psi . f'c 4" precast lintels = 3000 psi . Grout per ASTM C476 f'g = 3000 psi w/ maximum 3/8 inch aggregate and 8 to 11 inch slump. I ENGINEERING I SPECIFICATIONS I PRODUCT DESCRIPTION I High strength precast concrete lintels designed to be unfilled or filled to form a composite reinforced beam using concrete masonry units. I GE.NERAL NOTES · Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strenght = 1900 psi . Rebar per ASTM A615 Grade 60 . Prestressing strand per ASTM A416 Grade 270 low relaxation . 7/32 inch wire per ASTM A510 . Mortar per ASTM C270 Type M or S NOTE: THE LINTEL PLAN PROVIDED HEREIN BY DANSCO ENGINEERING, LLC, IS INTENDED TO BE USED FOR STRUCTURAL INFORMATION ONLY. UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLAN OUR CALC- ULATIONS ASSUME A 16" (NOM.) DEPTH BETWEEN THE TOP OF THE TIE BEAM AND BOTTOM OF THE LINTEL. THE NUMBER OF COURSES OF MASONRY PLACED BETWEEN THE LINTEL AND TIE BEAM IS FOR THE LOCATION OF THE TOP OF OPENING ONLY AND IS BASED ON THE ELEVATION PLAN. IN THE EVENT OF A DISCREPANCY THE ELEVATION PLAN SHALL TAKE PRECEDENCE. WE ARE NOT RESPONSIBLE FOR LINTELS PLACED AT THE INCORRECT HEIGHT. NOTE: IT IS THE CONTRACTORS RESPONS:BILl1Y TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGI"JEERiNG, LLC IS RESPONSIBLE FOR THE STRUCTURAL Iro.TEGRI1Y OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CO"JDITIONS, OTHER DESIGN PROFESSIOf\ALS' SHOP DRAWII',GS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED A"JD SEALED DRAWII',GS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING. LLC PRIOR TO THE COMMENCEMENT Of COI',STRUCTION. I SAFE LOAD TABLE NOTES 1. All values based on minimum 4 inch nominal bearing. Exception: Safe loads for unfilled lintels must be reduced by 20 % if bearing length is less than 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. 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. 1!. All safe loads based on simply supported span. 12. The number in the parenthesis indicates the percent reduction for grade 40 field added rebar. Example: 7'-6" lintel Type 8F32-1B safe gravity load = 6472 (15) w/ 15% reduction => 6472 (.85) = 5501 plf 8. Cast-in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos. 03-0605.05 and 03-0605.04 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading with the following equation: Applied vertical load Applied horizontal load 1 0 + < . Safe vertical load Safe horizontal load 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2 inch long notches at ends to accomodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of lintel cavity. 7. 7/32 inch diameter wire stirrups are welded to the bottom steel for mechanical anchorage. , , , , \ , \ \ \ \ I I I , I I I I I I I I "",,,,,.'" ,. ,. ,. I I I I I I I I I \ \ \., APR 1 1 zom , \ \ , ", Y\ TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION), THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. - -----' L PLACE SEAL HERE DE #250993 r 40'-0" ~ U, ..r - 12'-0" 28'-0" - ~ ?o is is is is is l/ ~ ... '" ... w U1 w JOl , ~ ~ ~ JOl " a a I ~ is is is is is is is is is is is / ... ... '" '" '" '" '" '" '" '" '" '" '" JO J03 . . / q ~ " I'- f.- J05 J05 ~'-8" - ?8'-4" ~ " 101 / "'- / "" j H02 ~X H03 / ~I '\ / z ~ 13'-111/2' Cl H04 / <: ~ J> " / r I'- r / (\j (J) , H05 :-r / M ~ / (") 9 Hoe '" / 0 24'-8' (\j "'-H07 / sOi.. / 501 ~ 501 ~ N U, (") 11'-8" 9'-4" 19'-0' ..r SOl I~VN /"-. V ~ :; H13 / " / / Hll "'" '" BEARING WALLS ~ N / " M Hl0 / q " ~ 0 M HOg en M ~ V V ~ ~ / / q '" " "" T03 J05~ J05 / / T03 "" " . 9 J03 is is is 't J03A q f.- --J '" --J is a a a a a a f.- /' '" Ln T03 ... ... ... ... ... ... " JOl J01A ~ "' V is is B B is ~'\ ?o C11 ~ ... w U1 :> '" lU I: J- ~~ 8'-4" ~ 14'.0" 7'-0" 19'-0' 40'.0" ALL UPLIFT CAPACITIES ARE BASED ON USP-2004 CATALOG TRUSS JOINT UPLIFT CONN, FASTENERS** DETAIL TYPE LOCATION (LBS) MANUF. CONNECTION QTY CAPACITY PER CONN. LEFT 594 USP HTA 20-18 1 1200 10-10d x 11/2" HOl INTERIOR 1980 USP HTW20 2 2630 40-10d 5.1.U/S7 RIGHT 1386 USP HTA20 1 1500 13-10d x 11/2" LEFT 743 USP HTA 20-18 1 1200 10-10d x 11/2" H08 INTERIOR 1683 USP HTW20 2 2630 40-10d 5.1-U/S7 RIGHT 940 USP HTA 20-18 1 1200 10-10d x 11/2" NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE USP HTA 20-18 OR EQUAL FOR MASONRY; US? RT 16 OR RT THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. MASONRY USP HTA 20-18 1 1200 10-10d x 11/2" TIMBER COMMON USP RT 16 1 945 16-8d x 11/2" HIP JACK USP RT 7 2 1170 20-8d HUNG USP HUS26 1 1925 20-16d *Double connectors to placed diagonally to each other. * * Do not drive nails through the truss plate on the opposite side of the truss which could force the plate off the truss. * * * Mounted vertically. 2 x CONNECT TO HEADER W/ 10d NAILS 12" O/C STAGGERED 2 ROWS . SECTION A-A 6" -rt HEADER 1/2" DRYWALL 2 x 45 DIAGONAL BRACE(S) (4) 10d NAILS INTO 2 x BRACE/ BLKG. 2 x SOLID BLKG. (FULL WIDTH OF WALL) BTWN. ARCH FACES W (4) 10d NAILS INTO 2 x HEADER CRIPPLE STUD (4) 10d NAILS INTO 2 x BRACE/ BLKG. 2 x 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END INTERIOR ARCH DETAIL REV. 8-4-04 TH, NOT TO SCALE L PRE-ENGINEERE WOOD TRUSSES INIMUM 2"x4' CROSS BRACING (SEE PLAN FOR LOCATIONS) 3) 12d PER JOINT OVERlAP TRUSS BRACING . T LEAST lVVO TRUSS SPACE 20' -{)" MAX 20'-0" MAX 6" OVERlAP r "X' BRACE SE~ r r-~ONT\NUOUS BOTTOM CH )' DETAll2/S3 BRACING 2 X 4 MIN, SEE 0 T plJ '\ / j D, - - - - ~ k I' i - - - - '" 9 b f'- ..... - - - - ) k '" [ - - - -~ 9 / b -~ ..... ) k V [ - - - - / 9 b V ..... - - - - > k b( d IT - - - w E: L TOP & BOTT EE TRUSS MANUFACTURER'S TRUSS ENGINEERING RD All 31S-3 9 "" 9 "" MINIMUM (2) 16d PER JOINT 9 "" TRUSS BRACING OVERLAP DETAll(TYP.) 4" MIN. EMBEDMENT SEE SCHEDULE FOR SIZE AND QUANTITY OF FASTENERS CONTINUOUS BOTTOM CHORD BRACING 2 x 4 MIN, CROSS BRACING DETA!l (TYP.) SCALE: N,T,S, REVISED 8/22/03 TH, JOB NUMBER: R14020 CUSTOMER: USH CORPORATION JOB NAME: OXFORD 2000 II DRAWN BY: TM DATE: 7-13-2001 PITCH: OH: 16" SQ BEARING: 3.5" & 8" LOAD: PSF mid-state truss CO., inc. 3125 Reynolds Rd., P.O, Box 1606 Eaton Park, Florida 33840 813-665-1309 / 1-800-940-8787 I L I I I 11'-0" FLAT CEILING TYPICAL HTA 20-18/ HTA 20 INSTAllATION TYPICAL RT16 INSTALLATION 11'-0" BEARING HGT. HANGER SCHEDULE 8'-0" BEARING HGT. 8'-0" FLAT CEILING 2.25/12 VAULTED CEILING G) o o @ l-PL Y TRUSS = USP HUS-26 2-PL Y TRUSS = USP THDH210-2 3-PL Y TRUSS = USP THDH210-3 VAULTED - OR - SKEWED TRUSS USP LSSH31 2 x 8 P.T. BUCK-CONNECT TO BLOCK W/ 3/16" x 31/4" TAPCON ( 11/4" MIN. EMBEDMENT INTO BLK.) -SECTION A-A 1" MAX. 4 SOLID BLKG, AT TOP BTWN. ARCH BLKG. & BUCK 3/16" x 3" TAPCONS 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45 DIAGONAL BRACE(S) BUILT UP PLWD. BUCK. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATiON DETAILS rBd ~A'lS AT 6' o.c AT 6JCK LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON ~~T~C'f MIN. (4) lOd NAILS INTO 2 x 8 BRACE/ BLKG. CUT HOLE IN O.S.B. FOR POLY-CELL IN THIS AREA (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. 2 x 8 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSS ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH EXTERIOR ARCH DETAIL REV 8 -04 -04 TH NOT TO SCALE HARDWARE LIST CLIENT NAMF' US HOME TAKE OFF BY: A.S. MODEL: Oxford 2003 - USP CHECKED BY: J.B. QTY PER QTY PER ELEV ELEV DESCRIPTION II DESCRIPTION II USP SPT22 29 HARDWARE (BOLTS) SPT24 41 SPT4 3 1/2" x 8" J Bolt (or) 9 HTA 20-18 88 - 1/2" x 6" Expansion Anchors 9 HTW 20 4 - 2-7/8" "Hilti" Nails 24 RT 16 26 - 1/4" x 3" Tapcons 18 RT 7 8 RSPT4 6 1/2" x 8" A307 A.B. OR 20 MSTA24 6 1/2" Dia. X 6" Titen H.D. 20 MSTA36 2 1/2" x 8" Anchor Bolts 20 L TS 19 5 5/8" x 7" Wedge Anchors 2 HTT22 2 3/4" Wedge Anchors 2 MST A36 10 3/8" x 11/2" Steel Lag Bolts 12 LTS 20B 2 LSTA30 4 SIMPSON H8 2 INIMUM 2x4 TRUSS BRACING o Z w Cl.. I 9 "" SCALE: N,T,S, REVISED 8/22/03 TH, NOT 1) S CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB, OM CHORD GABLE END BRACING @ 4'-0" O,C, MAX. FOR FIRST (4) ROWS OF TRUSSES REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER HIB 91 SCALE: N,T,S, REVISED 8/22/03 TH, TYPICAL HUS INSTALLATION 3/4" "J" BOLT WI 6" MIN. EMBEDMENT HTA 20-18/ HTA 20 INSTALLATION @ MID SPAN TYPICAL MUGT15 INSTALLATION "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (2) 2"x4" (2) 2"x6" SPACING "l" BRACE "l" BRACE "l" BRACE "L" BRACE 16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0" 24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 1 0'-0" 10'-0" - 14'-0" SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "l" BRACE MUST EXTEND AT lEAST 90% OF WEB lENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "l" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION), THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED, SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. o ....J ....J ~ 2 00::: OW U)U.J 22 <!~ 02 W o ~ Z o U) 0:: W > \11 o o C':'J U) .,..-i 2 N ~ 0 ~ U) ~ > Cl W LLJ 0:: ::l CI) ~ w :2: 0:: W uJiSgf2 O t;( t'5:2: ~ :2: - 0 :J ..... ~ ~ if 8 O 0::;:) 0 0.. 0 Z <l: 2 ~~~f- W 0:: f- 0 W 0:: lJ... W Z 11"1 <l: zo::o "-' Qw<l:O <! w ::c If) 0 .....b;::6~ O:Jw-w 0'~j2:2: o ffJ If) W S LL<-,z~t:t W ~Qoo IYg~~~ u... iI.W-o <! w~ffig ::>~o~co ;:) ...J - 0:: gg~~~ j ~ ~ ~ <l: 0 ;> <l: L!) o o N ,(\j I'- CO-'- t3 ' ",0) Owo' u, <.0 ~O) ~o~ ,L{) ffig:~ ~ ~ tl..lf) J: 0<.0 ~:c~ 0:: R' 0.. f- Ii o..-! ~6 S:2 Li~ Q~~ w!:!:! :J I~ ~d53 Uu.: lJ.jwt::::! 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LO ~ c::: 0 2 8-3 U I ~ w t'- ~ ~ ~ <! 0 ri ::r: 0::: (/) ~ ..... LL ::) LL L{) 0 LO 0 0 0 0 N ri ~ 0:: LAST PLOT @ DATE: April 11, 2005 NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWI~GS BEFORE CONSTRUCTION BEGINS, DAl'iSCO ENGINWl,NG, LLC is RESPO:-iSIBLE FOR THE STRUCTURAL I:-iTEGRITY OF THIS PROJECT ONLY, ANY DiSCREPAf'<CY BETWEE.N FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUiLDING METHODS, A,,",D THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATIENTION Of DANSCO ENGINEERI"IG, LLC PRIOR TO THE COMMENCE'v1E'IT OF CONSTRUCTIO..., , , , , , I I , , I I , , I \ \ \ \ \ , , , ", ------ " , , , \ \ \ \ \ \ , I , I I I I APl~ 1 1 20CB / I I , , , ~ PLACE SEAL HERE DE #250993 -------.... r 2X4 SPF BLOCKING @ PANEL EDGES - NAIL SHEATHING @ 4" O.C. STAGGERED wi 8d 2x4 SPF CROSS BRACE @ 48" O,C. - NAIL wj3- lad 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" , , , , , , , / , , / , , / , , , , USP LSTA3 STRAP BLKG. @ 1st TRUSS TRUSSES , , , , , , , , , , , , , , / / , , , , I ' , ~ , , ' , , , , , ' , , , ' , , , , , , , , ' , ' , , " , , ' , " , " " I , \A..~~/ ,," " "1\1/ '-(Ie",,, /~<'</I/ " ,/ <;;..../\, " " " , \ /" " "I' ,,\ "" ", , " , , , , , , , , , , NOTCH BLOC @ PLATE TOENAil wi 3-16d 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED WI 8d COOLER NAILS OR 11/4" LONG DRYWALL SCREWS COMPLYING WIASTM Cl002 FOR FIRST 8'-0" FROM END WALL @ 4" O.C. (TYP) . 4B~S L GABLE END BRACING w/o VOLUME CEILING SCALE: 3/4" == 1'-0" REV. 8/31/04 TH 2X4 LOOKOUT RAFTERS @ 24" O.C. WI 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 lad @ 4" O.C. -GABLE TRUSS NAIL TOP OF "T" TO GABLE TRUSS w/2-12d & (1) SIMPSON H8 wi la-lad x 11/2" NAIL GABLE TRUSS TO PLATE w/16d @ 4" O.C. GABLE TRUSS / "L" BRACE W/10d @ 4" a.c. (SEE SCHEDULE ON S3 FOR SIZE AND LOCATION) 1/2" x 8" A.B. @ 48" O.C. MIN. LI NTEL COURSE GABLE END BRACING DETAIL SCALE: N.T.S. MASONRY WALL TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. o --..J --.J Ltl o o C\loo lJ..~~ i'- 0'1 0 1rl o' Lfl(O ~O'I ~a~ ,Lfl ffi1t~ <(.q- a.(/)I 0(0 ~J:~ iYM' a.~a. 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Z 0, -0 ~> >...J -co Ow <t:cr: go Cl::I O(f) ...Jf- LL(f) ...Jwo ~~g f-ZW zo!:: Wo:J ()CD(f) Cf) -.J -.J - :c >- $ (Y) lLJ 0 CJ:: Ii w CJ:: 0:: - 0 UJ zO > Z U -< w 0 N () :::2: :2: J- >-0 I- z :c Cf) 0 r- -<~ Z ~ :::2: lLJ e::: 0 00 W WCJ:: 0:: z U L.l.. 0 ::J f- > o z o w () w lL. I- CJ::(f) a..Zz Z >- 3: 9 ~ ~ 0 Z >- -<wiS :::2::c~ ~ <( zf- ~ () Q.. :5 f- ....J -l 0 a..g~ 0 0 UJ (f):C~ a.. I t: w --..J () f-3:u I -.J W ('\J "- CO --.J HEET NO. D... LO CI:: ~ 0 S-4 () I ~ w I'- W 0 ~ ~ 0 ~ 0 :r: (f) ~ J- Z :J 0 Lfl LO 0 0 ~ 0 C\I ~ -.J 0:::: LAST PLOT en DATE:April 11, 2005 @) NOTE; IT IS THE CONTRACTORS RESPONSIBILll1' TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL INTEGRIl1' OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIOMLS' SHOP DRAWI~GS, COWRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE AITENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ~ , , , , I I I I I I I I I \ \ \ \ \ , , , , , , , , , , \ \ \ \ \ I r I I I I I , , , ,// ----............. V\ ApRl 1 2Wl ....------"'" PLACE SEAL H ERE DE #250993 ow I 2 x TOP PLATE 1/4" MIN. SPACE TRl USP TR 1 W/3 - 8d COMMON NAILS @ EA TRUSS OR BLOCKING (NOTE: (2) 16d TOE NAILS CAN BE USED IN LIEU OF TRl STRAP) 2 x STUD @ 24" O.C. MAX. , I "" I BLOCKS 'j , PACER 2 x P.T. PLATE TYPICAL INTERIOR NON-BEARING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL -BOTTOM SPLICE OVER STUD SCALE: N.T.S. REV. USP 07-28-04 TH "T" CORNER TYPICAL "T" AND CORNER DETAIL 2- ROWS OF 10d @ 4/l OIC MAX. 10d @ 8/l OIC TOP PLATE SPLICE DETAIL SCALE: N.T.S. 5/6/04 PRE ENGINEERED WD TRUSSES @ 24" O.C. INSULATION BAFFLE BATT OR BLOWN INSULATION MIN. R-19 TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHINGLE ROOFING FELT - APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES WI 8d COMMON WIRE NAILS @ 411 OIC _ _B.9UND_ARIE~~Q1C EDGES & 8" OIC FIELD ~ METAL DRIP EDGE - 2" X SUBFASCIA CONT. VENTED ALUM SOFFIT 811 X 8" X 16" K.O. LINTEL BLOCK Wll #5 DIA. REBAR & FILLED SOLID WIGROUT PRECAST "U" LINTEL (SEE S/2A FOR LINTEL SIZE & REINFORCEMENT) FILL CELL -1 #5 DIA. REBAR WI GROUT @ ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS ALUM FRAMED WINDOW WI SCREEN PRECAST CONC SILL 8" X 8" X 16" CONC. BLOCK DECORATIVE FINISH FTG. DOWEL #5 DIA. REBAR 18" IN CONC. -25" EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN SCALE: N.T.S. 2"x4" P.T. PLATE 1/2" x 8" ANCHOR BOLT W/ 2" x 1/8" FLAT 12 WASHER (TYP) @ @ @ J 32" ~j, 32" J , 1/2" CD DRYWALL: 3/4" P.T. NAILER 1/2" DRYWALL CURTAIN NAILER 1 X 4 P.T. @ WINDOWS 1 X 8 P.T. @ S.G.D. REV. 9/03 P.T. PLATE SCALE: N.T.S. 2 - S.P.F. CONST. GRADE TOP PLATE SPLICE MIN 48" APART (6) NAIL AT BASE 2 ROWS 4" O/C STAGGER W/8d COMMON NAIL @ NAIL AT TOP PLATE 2 ROWS 4/l O/C STAGGER W/8d COMMON NAIL @ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL @ NAIL INT. AT 6" O.C. W/8d COMMON NAIL @ STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. w/8d COMMON NAIL CD NO SPLICE CO) HEADER - NAIL SHEATHING TO HEADER W/8'd COMMON NAIL@ 4" ole 2x4 P.T. BASE PLATE -11- If -II " " " " " II " " II MARBLE STOOL 1 X 2 P.T FURRING R-3 FOIL INSUL ON EXT BLOCK WALLS 1 X 4 P.T. BASE NAILER WOOD BASE 3 1/2" CONe SLAB 6 X 6 10/10 W.W.M~ ~ 6 MIL VISQUEEN \~ TREATED- CLEAN FILL WALL SHEATHING INSTALL. 8( NAILING SCHED. NO SCALE REV. 5/12/04 TYPICAL WALL SECTION CONCRETE BLOCK REV. (STEM) 1/18/05 TH I I 'V TRUSS/JOIST/RAFTER 1 1 1 1 ~--- -------'--1 1 1 (1) USP RT16T : w/7-10d x 1 1/2" TO BOTH __L_ TRUSS AND DBL. TOP PLATE 2 - 2x4 TOP PLATE CONST. GRADE SPF USP SPT 24 w/6-10d TO STUD & TO TOP PLATE 2x4 SPF STUDS @ 16" O.C. 1 1 1 1 , :: " TRUSS/RAFTER ~II , : 1 ,,/ ,,/" USP H1W20 W/24-10d x 1 1/2. 1 ' ,,' TO BOTH TRUSS __L_ ~ AND DBL. TOP PLATEJSTUD --------- 2 - 2x4 TOP PLATE CONST. GRADE SPF USP SPT24 W/6-10d TO STUD & TO TOP PLATE 2x4 SPF STUDS @ 16" O,C. A USP SPT 22 wi 4 -10d TO STUD & 4-10d TO BASE PLATE 1/2" x 8" A307 A.B. OR 5/8"x 7" WEDGE ANCH. w/2" WASHER 6" FROM ENDS & JOINTS & @32" O.C, MIN"w/#3 PT PLATE A USP SPT22 W/4-10d TO STUD & 4-10d TO BASE PLATE #3 PT PLATE W/1/2" x 8" A307 A.B. OR 1/2. dia. x 6" TITEN H,D. @ 6" FROM CORNERS & JOINTS & @ 32" O.C. 1 1 1--------, ' r--------., , II / , '- - - -~- - - -' / I ..1 1 1 SEE F~OOR PLAN SEE FND PLAN FOR FOOTING SIZE AND REINF. SEE FND PLAN FO FOOTING SIZE AND REINF. INTERIOR BEARING w/UPLlFT L INTERIOR BEARING w/UPLlFT @ 4" STEP-DOWN NO SCALE REV. 9/24/04 TH THIS DETAIL REQUIRED ONLY WHEN & WHERE SPECIFICALLY INDICATED BY THIS SYMBOL UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW) 1 (EACH CONNECTOR) EACH STUD -1075 LBS. PER TRUSS UPLIFT CAP 410 PLF (ANCHOR BOLTS) NO SCALE REV. 09/13/04 TH THIS DETAIL REQUIRED ONLY WHEN & WHERE SPECIFICALLY INDICATED BY THIS SYMBOL UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW) 1 (EACH CONNECTOR) EACH STUD - 462 PLF SEE FND. PLAN FOR FOOTING SIZE AND REINF. SCALE: N.T.S. TRUSSES USP RT 16 @ 16" O.C. ----- ----- 2 - 2x4 CONST. GR. SP TOP PLATE. SPLICE 24" APART MIN. -------------.. , I II , 1 ',~ \...--------------- SEE FND PLAN F FOOTI~:G SIZE AND RE1NF. UPLIFT CONNECTION CROSS-REFERENCE USP STRUCTURAL CONNECTORS SIMPSON STRONG-TIE UPLIFT LATERAL FASTENERS CONNECTOR UPLIFT LATERAL FASTENERS CONNECTOR CAPACITY CAPACITY CAPACITY CAPACITY MASONRY APPLICATIONS MASONRY APPLICATIONS HTA16 1500 590 13-10d x 11/2" META16 1450 335 7-10d x 11/2" HTA20 1500 590 13-10d x 11/2" META20 1450 335 7-10d x 11/2" HTT16 4290* - 18-16d HTT16 4175* - 18-16d HTT22 5370* - 32-16d HTT22 5260* - 32-16d Sinkers LUGT2 1850 - 16-10d & 5-1~4"X3" LGT2 2150 16-16d Sinkers & 7- Wedge bol s - 1/4"x2 1/4" Titen L TS19 1390* - 8-10d L TT19 1350* - 8-16d Sinkers L TTI31 2650* - 18-10d x 11/2" L TTI31 2310* - 18-10d x 11/2" FRAME APPLICATIONS FRAME APPLICATIONS RT7 585 170 10-8d x 1 1 2" H2.5 415 150 10-8d x 11/2" RT16 1030 645 16-8d x 1 1 2" Hl0 990 525 16-8d x 11/2" RT16-2 1030 390 16-8d x 1 1 2" Hl0-2 760 395 12-10d SPT22 715 260 8-10d SPl 585 - 10-10d SPT24 1075 260 12-10d SP2 1065 - 12-10d SPT4 885 - 6-10d x 11/2" SP4 885 - 6-10d x 11/2" SPTH4 1730 - 12-10d x 11/2" SPH4 1360 - 12-10d x 1 1/2" MUGT15 3965 - 22-10d MGT 3965 - 22-10d LUGT2 2260 - 32-10d LGT2 2050 - 30-16d Sinkers HTW20 1530 95 20-10d HTS20 1450 - 20-10d MSTA18 1275 - 14-10d LSTA18 1165 - 14-10d MST A24 1305 - 18-10d LSTA24 1235 - 18-10d MSTA30 1635 - 22-10d LSTA30 1640 - 22-10d MSTA36 1635 - 22-10d LSTA36 1640 - 24-10d HUNG APPLICATIONS HUNG APPLICATIONS HUS26 1925 - 20-16d HUS26 1550 - 20-16d THDH26-2 2605 - 30-16d HGUS26-2 2325 - 28-16d HUS28 2570 - 30-16d HUS28 2000 - 30-16d THDH210-2 3970 - 58-16d HGUS28-2 3220 - 48-16d * CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU NOTES : 1) CONNECTOR CAPACITIES ARE FOR SYP, REFER TO MANUFACTURERS FOR ADDITIONAL INFORMATION 2) DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. 3-12d EA. END OF BLOCKING - - -- - - -- STRUCTURAL SHEATHING (MIN. 7/16"). NAIL 3" O.C. EDGES STAGGERED, & 6" O.C. INTERIOR. #3 PT PLATE WI 1/2" X 8" A307 A.B, OR 1/2" dia. X 6" TITTEN H.D. @ 6" FROM CORNERS & JOINTS @ 32" O.C. SEE P N FOR DIM. TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED, SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS NO SCALE REV. 9/03 THIS DETAIL REQUIRED ONLY WHEN & WHERE SPECIFICALLY INDICATED BY THIS SYMBOL SHEAR CAP. 260#lIN.FT. en o ON' ~ --.J f'.- 00 L.L. 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LO a:: Z 0 8-6 (8) 0 I ~ 0 UJ I'- I- 2 ~ ~ 0 0 ::r: UJ CJ) ~ ...-C/) :::J 111 LO O~ 0 0 N -n --13 LAST PLOT @ DATE: April 11, 2005 NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REYIE-W ALL DRAWiNGS BEFORE CONSTRUCTION BEGINS, DANSCO ENGINEERING, LLC is RESPONSIBLE FOR THE STRUCTURAL INTEGR,TY OF THIS PROJECT ONLY. ANY DiSCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWI~GS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWI~GS MUST BE BROUGHT TO THE AT1ENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CO"STRUCT10N, - ----- " ,- ,- / / / I I I I , I I I \ \ \ \ , , , , , , , , , , , , , , \ \ \ \ \ I , I I I I I / , / ";,,,,/ .V\ ~11LOOl ------.... PLACE SEAL HERE DE #250993 \oJ r GIRDER TRUSS (2) USP HlW 20 w/10-10d TO TRUSS & 10-10d TO STUDS 2-2x4 SPF TOP PLATE (2)2x4 SPF w/1 ROW Od@ 12" O,C. EA SIDE STAGGERED USP HTT22 32-10d TO BUILT-UP COLUMN 5/8" x 7" WEDGE ANCHOR MIN 41/2" EMBEDMENT P.T. #3 S.Y.P. 2x BASE PLATE HIGH UPLIFT FRAME WALL GIRDER/BEAM CONN. NO SCALE REV. 09/9/04 UPLIFT CAP. @ GIRDER: 2630# (2-HTW20) L USP L TS20B wi 10-16d TO COLU NO.3 PT 2x PLATE (TYP.) 3/4" WEDGE ANCHOR 5" MIN EMBEDMENT , , COLUMN BASE CONNECTION NOT TO SCALE REV. 8/28/04 TH THIS DETAIL REQUIRED ONLY WHEN & WHERE SPECIFICALLY INDICATED BY THIS SYMBOL MAX. CONNECTION UPLIFT CAP.: - 1642 # (SPF) 1910 # (SYP) ATTACH 2x4 P.T. TO MASONRY WALL PER 3-U/S2. ""- BLOCK WALL "... (2) 2x4 TOP PLATE. USP MSTA36 @ EA. STUD WI 13-10d x 1-1/2" COMMON NAILS TO STUD & 13-10d x 1-1/2" COMMON NAILS TO BEAM. (2) 2x8 BEAM S.Y.P. #2 WI 1/2" PLYWOOD FLITCH. ANTILEVER UP TO 24" 2x4 S.P.F. STUD @ 16" O/C. SEE PLAN FOR COLUMN SPEC. 8"X8" UPSET LINTEL FILLED SOLID WI GROUT & (1) #5 CONT. 2x4 BLOCKING @ EA. PLYWOOD JOINT. 1/2"x 8" A. BOLTS 6" FROM ENDS & 32" O.C. SHEATHING TO TOP OF BEAM NAILED PER 7-U/S-6 CANTILEVER BEAM @ RAISED ENTRY Exterior Frame Wall SCALE: N.T.S. REV: 03/28/05 (2) 2x4 TOP PLATE. (2) 2X8 BEAM SYP # 2 WI USP HUS 28-21F INVERTED FlANGE HANGER @ EA. W I 12-10d COMMON NAILS USP MSTA36 @ EA. STUD WI 26-10d x 1.1/2" COMMON NAILS 2x4 S,P.F, STUD @ 16" O/C. (3) 2x4 P.T. SPACER W/ USP L TS20B @ BASE. 8"X8" UPSET LINTEL FILLED SOLID W/ GROUT & (1) #5 CONT, ATTACH 2x4 P.T. TO MASONRY WALL PER 3-U/S2. ""- BLOCK WALL "... 2x4 BLOCKING @ EA. PLYWOOD JOINT. 1/2"x 8" A. BOLTS 6" FROM ENDS & 32" O.C, SHEATHING TO TOP OF WALL NAILED PER 7-U/S-6 EXTERIOR FRAME WALL @ RAISED ENTRY SCALE: N.T.S. (ELEV, II & IV ONLY) REV: 03/28/05 TRUCTURAL NOTES 1) CODES: 1.1 FLORIDA BUILDING CODE (2001). 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI318-02). 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 TIC & 10 PSF B/C) DEAD LOAD FOR SHINGLE ROOF. 2.4 WIND - 120 MPH, 3 SECOND GUST, EXPOSURE "B", IMPORTANCE FACTOR 1.0 2.5 NET UPLIFT DEAD LOADS 10 PSF MIN. SHINGLE. TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE flORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE liB" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. 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L.O 0:: ....J 0 I ~C2 8-7 () w I'- ~ ~~ 0 -M ::r: U) ~ I-~ ::) l1) 0 LO ort: 0 C\l -M -.J~ LAST PLOT @ DATE: April 11, 2005 NOTE: IT is TI'E CONTRACTORS RESPONSIBILITY TO REViEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR TI1E STRUCTURAL INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BE1WEE:N FIELD CONDITiONS, OTl1ER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS. AND THESE SIG'iED AND SEALED DRAWI",GS MUST SE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCEME:NT OF CONSTRUCTIO'4, I I I I I , \ \ \ \ \ \ , , '............ ~ ~ / / I I , , , , \ \ \ \ \ , 1 I I I , APR ] ] 2005 / I / ~/ " " PLACE SEAL HERE DE #250993 ------ I " r t' , ", SP MSTA 24 W/18 -10d x 11/2" (6) 16d @ EA. END 10d @ 8" a.c. STAGGERED EACH MEMBER (TYP.) STRUCTU RAL NOTES 6) WOOD: 6,1 WOOD STRUCTURAL FRAMING MEMBERS: WALL STUDS TOP & BOTTOM PLATE BOTTOM PLATE IN CONTACT WITH MASONRY I JOIST SQUASH BLOCK I TRUSS BRACING & BLOCKING FURRING & B.U.C. STRIP -SPF STUD -SPF #2 OR BETTER .#3 SYP PT -SPF STUD -SPF STUD .#3 SYP PT (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) PER NDS-2001 = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI 6,2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST EDITION AND QST-LATEST EDITION. 6,3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB 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. 6.65/8" x 7" EXPANSION BOLT OR 1/2" x 8" A.B. BOLT MAY BE USED INTERCHANGABL Y 6.7 FOR RETROFlT STRAPS WITH MASONRY SCREWS USE (1) - 3/16" ~ X 11/4" LONG MASONRY SCREW FOR EVER (2) -10d NAILS 6.8 USP TA 51 EMBEDED STRAPS MAY BE REPLACED USING USP KST 248 STRAPS WI 21-12d NAILS THRU SHEATHING & INTO STUDS ABOVE & (8) 3/16"~ x 1-1/4" LONG TAPCONS SP RSPT4 W/(4) 8d NAILS INTO TOP PLATE & (4) 8d NAILS INTO STUD (TYP.) CRIPPLE STUDS @ 16" O.C. BETWEEN HEADER & TOP PLATE WI USP SPT24 @ TOP & BOTTOM (U.N.O,) WHEN APPLICABLE (2) 2X8 No,2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERW1SE ON PLAN BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT. 2 ROWS 16d NAILS @ 12" O,C. STAGGERED (TYP.) SP MSTA 24 w/18-10d x 11/2" (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 (2) 10d TOENAILS OR (2) 16d ENDNAILS EA. STUD USP LTS19 @ EA. END OF OPENING W/ 8 -10d & 3/4" DIA. ATR ANCHOR WI 5" EMBEDMENT MIN. USING SIMPSON "SET" EPOXY NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES TYPICAL FRAMING OPENING WI UPLIFT REV. 9.24-04 TH NOT TO SCALE UPLIFT: 1195 #'5 = (L TS19) 695 PLF = (SPT24) 1122 #'5 = (MSTA24) 404 #'5 = (RSPT4) L TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. o --.J --.J C-' z On:: OW (j)W ZZ <(C-' Oz W o . ~ Z o (j) n:: W > (Y) o o N (j) c;j Z ~ 0 ~ (j) ~ > o W w n:: ~ U) ~ w ~ :J:: UJ w <5 ~ 2 O ~ w u... .... ~ 0 ~ Z L- ><iJj~5 '-o5u...u Og:oz~ Z a. ::!: \i:! .... <l: 0 <l: 0 UJ~e:~z C-'~as~8 <( w :s: (/) 0 r-b;::z~ O ~ w Q 0' :J:: (/) W O (/) <l: z:2; W (/) W <l: LL (!lZ~e: UJ ;:: Q 0 0 o (/) 0:: f- a::: f2 15 Q G <(w~ffio ::>~5~iil ~ ...J - 06...J .:J:: (j)(/)~:'.l~ :J ~ ~ ~ <l: 0 ;;> <l: en o o ~oo ~(\j ,- IJ'l lL..u '. lO<o OlJJO ~ m ~a ~ ,1O ffig:~ ~'<t a.(/)J: 0<0 ~J:~ lYe;) a.~a. o M ~o ~ ri~ Q~~ I I lJJ ~ :J I~ ~df3 Uu.: lJJW~ U5 0:: J: 0:: co <l:f-O (/)0 :I: o<Ooozz.... -l<O'<t(!l<l:~ -lMO)iJjUZ OOlOw:J~ 9: lflN Cl .:J:: .....'<t O(!lO '<O~Zzz o_U<l:cx:o O(Y) (/)~i= '<tM ~zU (Y)~ ~a5 ><, ~jJ~ Ow 0:: a. coz ClOw . 0 w~ 0:: ~I fij~~ CLCL ~O<l: <0 Lf) 00 N .q Lf) N N r-- ~ .q en 0 C0 .q ill W W W 0.. 0.. 0.. 'e.D Q) ..0 C 23 C ..c .... 0 C c.::l (J) ~ C ::J ~ ~ :c Q) .. :i ::J ~!~~ o '<t ..- ..- I m o WI"- C'I I"- C'I('o.j -lLt) LL~ .W ~I"- 11.' ~~ ~co I-~ Z O. -0 ~> >-l -co Ow ;3CJ:: -0 CJ::I OU) -ll- LL(/) -lWO C2~g I-ZW ZoC wo::) (JW(f) en -I -I - :c >- S (Y) Cl:: n.: lJ..J 0 w Cl:: 0:: - 0 UJ zo > ZU <: '.J.J 0 C\J 0 ::;E:2 I- >-0 ~ z::C en 0 I- <:(J) ::J z Z - ::;E lJ..J a:: 0 00 w Cl:: w 0:: z U lL.. 0 ::J I- > Oz o w () W u.. I- Cl::C/l Z a.zz > ~O 1-1=0 Z o - <: 0::: Z cz:: 0 -M >- 3 - <: w Cl:: ~ ~ ....J Z >- :2::cg C2 <( 0- z f- l.L. -M () :Sl--.J ....J 0 a. 6 ~ 0 0 W (J)::cl- Z a.. _ I- Z 0 ::c-w I-::U I -I w C\J co (!) HEET NO. CL L.() ....J Cl:: 0 C2 U I ~ S-7A w I"- ~ ~ :J 0 ~ l- I U rJ) ri :J I- :J 11) ~ 0 L.() 0 0 l- N -M -I U) LAST PLOT @ DATE:Aprill1, 2005 NOTE: IT is THE CONTRACTORS RESPONSIBIUTf TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGI:-.JEER1NG, LLC IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITf OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIO";ALS' SHOP DRAWII\GS, CONTRACTORS' BUiLDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE AITENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ~ ~ , , I I I I I ( I I I I \ \ \ \ \ , , , , '" ,,------.... " " , , , \ \ \ \ \ \ \ I I I I I I I I I , ~' PLACE SEAL HERE DE #250993 ....------.... I INSTALLATION OF WINDOW BUCK STRIPS - lx3 (MINL GLUE STRIP W/ADHESIVE SEALANT & SCREW W/3j16" x 2 1/2" PHILLI FLAT HD. "TAPeON" SCREW MIN. 4" FROM END & 16" O.C. BLOCK LINTEL ~~~k'&~ JAMB 11/2" RECESS IN SLAB SLIDING GLASS DOOR 1/2" DRWAlL BUCKSTRIP - lX3 MIN (WINDOW) 1/8" SHIM S~\MIN (SGD) WINDOW/SGD EXT. FINISH DRIP EDGE INSTALLATION OF S.G.D. BUCK STRIPS - lx4 (MINL GLUE STRIP W/ADHESIVE SEAU\NT & SCREW W/3/16" x 2 1/2" PHilLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END & 16" O.C. TRACK - FILL ALL HOLES 9 W/l" x #8 ST. STL. SCREW W/PLASTIC ANCHORS SEA LANT .-'" MASONRY OPENING S.G.D. INSTALLATION SCALE: N.T.S .. TIE BEAM . . PRECAST LINTEL -. (/) w C!: FASTEN PT 2X 8 BUCK TO ~ MASONRY WI 3/16" X 3" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. FASTENING WINDOW TO BUCK RESPO~SIBILTY OF WINDOW MANUFACTURER. I / 2 X 8 BUCK DETAIL SCALE: N.T.S. 3-15..Q4 TH L 3 2 TYP. 8" BLOCK WALL 1 6" BITUMINOUS TAPE INSTALLATION SEQUENCE ----/= 1 X P.T. WI 3/16" X 2 1/4" TAPCONS @ 18" OIC MAX. & 6" FROM CORNERS FRM. OPNG. SGD INSTALL SCALE: N.T.S. EXT. FINISH --1 JAMB - FILL I ALL HOLES WI I 1-112"X#8 (MIN.), SCIiEW , SEALANT BACK OF ALL JAMBS TRACK - FILl: ALL HOLES WI 1"X#8 (MIN.) SCREWS WI PLASTIC ANCH. WINDOW HEADER 2 - 2"X12" S.Y,P. UNLESS OTHERWISE SPECIFIED 1/2" D.W. -----TRIM (SEE PLAN) S.G.D. JAMB '----- 3/4" RECESSED SLAB SEALANT MAS. WALL EXT.DOOR JAMB SCALE: N.T.S. h @ zv I :@ a: ) 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR O.4h, WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 FT ( 1 m). COMPONENT & CLADDING DESIGN PRESSURE (120 MPH, 3 SEC GUST, 2,1/12 PITCH. EXPOSURE B, HEIGHT = 0 TO 30 FEET, IMPORTANCE FACTOR = 1 ) (PSF) TRIBUTARY AREA ROOF WALL (FT2) (GCpi = +/- .18) (GCpi = +/- .18) ZONE 1 ZONE 2 & 3 ZONE4 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 MUL TIPL YING 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. FILLED CELL W/ #5 VERTICAL 1/2" X 8" A.B. ~ W/2" WASHERS SET 11'1 TYP. FILLED CELL MIN. 5 PER 0 JAMB. ..-i L SECTIONAL , ~ OVERHEAD b DOOR 7 P.T. # ..-i , SYP 2" X 6" ~ . OVERHEAD l' SECTIONAL ~ DOOR TRACK W/ 3/8" X 11/2" STEEL LAG . GARAGE SLAB BOLT W~ :r WASHE . MIN. 6 PER TRACK ..-i TO JAMB, ~ ~ Co (5) 1/2" DIA. x 8" "J" BOLTS CONT. WOOD TRIM 2"x6" P.T, WOOD JAMB DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL SECT. OVERHEAD GAR. DOOR INSTALL SCALE: N.T.S. NOTE: THIS DETAIL HAS A CAPACITY THAT IS EQUAL TO OR 3-15'{)4 TH GREATER THAN THAT RECOMMENDED BY MANUFACTURER. · EQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBC 2405,1 & 2405,2.1) 2405.1 General. Individual glazed areas including glass mirrors in hazardous locations such as those indicated in 2405,2 snail pass the test requirements of CPSC 16-CFR, Part 1201 or by comparative test shall be proven to produce at least equivalent periormances. Exceptions: 1. Polished wire glass installed in fire doors, fire windows and view panels in fire resistant walls and hazardous locations in 2405,2,1 (3) and 2405.2.1 (4) shall comply with ANSI Z97.1. 2. Approved plastic materials used as glazing in hazardous locations shall comply with ANS I Z97.1. 2405.2 Hazardous Locations 2405,2.1 The following shall be considered specific hazardous locations for the purpose of glazing: 1. Glazing in swinging doors and fixed and sliding panels of sliding (patio) door assemblies, 2 Glazing in doors and walls of enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs, showers, and other such facilities where such glazing is located 36 inches (914 mm) or less, measured horizontally, from a standing or walking suriace within the enclosure and where the bottom edge of the exposed glazing is less than 60 inches (1524 mm), measured vertically, above such standing or walking surface. 3. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24-inch (610 mm) radius of the door in a closed position and whose bottom edge is less than 60 inches (1524 mm) above the floor or walking surface. EXCEPTION: Glazing in walls perpendicular to the plane of the door in a closed position in Group R3 or within dwelling units in Group R2 shall be subject to 2405,2.1 (4). 4. Glazing in an individual fixed or operable panel, other than those locations descried in items 2 and 3 above, that meets all of the following conditions: 1. Exposed area of an individual pane greater than 9 sq. ft (0,84 m sq,). 2. Bottom edge less than 18 inches (457 mm) above the Roor. 3. Top edge greater than 36 inches (914 mm) above the Roor, 4. One or more walking surfaces within 36 inches (914 mm) horizontally of the plane of the glazing. 5. All glazing in railings regardless of area or height above a walking surface including structural baluster panels and non structural in-fill panels. 6. Glazing in walls and fences enclosing indoor and outdoor swimming poolS and spas where tf1e bottom edge of the glazing is 1) less than 60 inches (1525 mm) above the walking surface on the pool side of the glazing, and 2) the glazing is within 60 inches (1525 mm) horizontally of the water's edge of a swimming pool or spa. This shall apply to single glazing and all panes in multiple glazing. TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. o ---.J ---.J ~ o Z 00::= OW (j)llJ ZZ <t:0 Oz llJ o oM Z o (j) 0::: llJ > ('I) o o ":J (j) c;:j Z ~ 0 ~ (j) ~ > o llJ w 0::: :::> (/) (/) lJ.J ~ a:: llJcJ6~~ O ~ lJ.J I-- ~ 0 ~ z I- ><0@iS O~LLU o :c: 0 z u Z 8:~~<I: <1:0<1:5 llJ 1i!tft;:;z ff"l <I: Z a:: 0 '-' 0lJ.J<l:0 <t:1- ~~~~ 01--0<1: o ~ lJ.J - lJ.J ~~~~~ OlJ.J(/) lJ.J u.. ,",Z~LL llJ ~QOo o (/) n::: I-- ,..". 0 Z 0 ::l::: u... iIlJ.JOCU <t: lJ.J~lJ.JO ::J ~~~CiS r"'\J ~ ....l - n::: '-' g~ 1~ (j) ....llJ.J;i0 ;i~~~ Lt1 o o C\loo ~N 1"-0) ~[cl;; If) (0 --. '-' ~O) ~o~ ,L{) ffig:~ <:('<:1' c...(/)L 0(0 @i:@ ~(Y) c...~c... g..-i~_ ~o~ Ll.._ Q~iJj lJ.J:!:! ~ I~ ~d:a ~u.; lJ.Jwt::! W a::::c a:: en <1:1--0 (/)0 L o(Ooozzl-- ...J (0'<:1' ,",<I: ~ ...JaO)V'i~Z o If)~....l~ ~L{)C\l0<56 ,~<:(zzz o_<'><l:ffio 0('1) 13wf= '<:I'..-i zzU ('1)00 ~a5 x";" ~tE@ g w 000- . 6 lJ.J~ 1i! o (/) Z >- . I lJ.J<( Z Q.. 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DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL INTEGRI1Y Of THIS PROJECT ONL y, ANY DiSCREPANCY BElVVEEN FIELD CONDITIONS, OTHER DESIGN PROfESSIOI\ALS' SHOP DRAWINGS, CONTAACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DAAWI~GS MUST BE BROUGHT TO THE ATlENTION Of DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT Of CO,",STRUCTION, ... ... / / / / / I I I I I \ \ \ '- APR 1 1 ZOOO \ , , , , , , \ \ \ \ \ I I I I I I / I / / / / / / ... V\ , , , , , , PLACE SEAL HERE DE #250993 - -----" I M1AM_ _iiiiliP. . .' Dt.1lLPL"'W COPE COMPLJA.~CE QFFlC€ (lK."CO) PRODUCr'(:oNfl'{OL :'llV1SI04'f NOTICE OFACCEPTANC~,_""",,:_ - cirt~l.u'feedColp(),tatlon -:-- '. 1400 UniQnMeeting Road BlueBell, pAl9423 Thi.Sproductis.3Pl'W\'~{} asd~cribed herein, and has been designedtQ comply with the l1ighVdoclty Hutricane Zone of the 1'1orida Building COde. 'DESCRmION:. Landmark 30 (:md.ARl (and WidoTraek (lB), Landmark 40 (anrJ..AR) (and WideTr.a<:k QB) andLl1ndmark50 (and..AR)(andWI~e'frackQB) IAABELlNG: Each unit shall bear a pcnnanC11t label with the znanufacturer's name or logo, city. ~~teand '..follOwing $tatement. tl1\{iami;'D~d~ County Product Control Approved'\unless otPf:twise notedh"ereTn. This NOA consists of pages I. through 4., . ' The submitted documentation wa.s revie\ved by Prank Zuloaga, RRe I NOA 1'Ia;: oz,,1219.03 E;Jpir~tiol1 Date: 02f).8J07 Approval D;\(~;()3n7fQ3 Pa~c t ot4 6. 1.ABELU\G . .' 6.1' . Shingles shall be labe1ed with the Miami~Dadc Logo or the wonting "Miami-[)aue CQunty ProdudCQntrol Approved". , 7. llUII.DL'\iG PERMfr ltEQUIREMEN'fS 1.1 . Application for building iretmitshall be accompanied by copies ofille following:' 7.1.1 ThisNotice of Acceptance; '. '. . 7.1.Z Anyoth<< dOl:unwnm.l'<<l\liredby the Buildina Official ~r tM applicable cOde .in ol'der to properly evaluate the installation ofth;s system. DETAIL A CERTAINTEED LANDMAR.K 30; 40, 50 Alldtmensioos shown are in incl1es. 161/4 5 5f81 55/84 Full. Shingle - Eaves I..a...'~.~. '. ",.." " . ~ ' NOA N(MOZ~1Z19.Q3 E.~tratIon D~tc:02J28/01 Appruval Dilte~ 03127/03 Pllg~3of4 L . - <:>... a~ ROOiINGASSE1UBLY ApPROVAL ),{~rmg 0731~ Asphalt Shingles 2.J.>RODUC'l' DESCl~JPTION rr,<i,d!tcj pi~~usi~n~ :n~~! ;frodnd D~triptlm ~pfdtit."i1tJ()ns .13~1. X :la :y,,,,'. PA 11() p" UO 1\ l1iavywei&htt2471b/~ dimeI;\stonal asphalt smngle; ...... . '. '. .... ' A heaVY\Vciaht,264tbJ'%dilOO1s1onij.. asphalt shiligle~. . . A heavY weight, 2961b/Sil. dimensional asphalt shingle. '. .'. AccessorY shingles fot hip, ridge and 5tarf..~ strlpappUcaliona. 13~llx 38 %" PAc 110' variQUS proprietary' 3. EVl))Ei's'CEStJBl\UJ'TED~ :r~st !~t.n!Afifr. :Xe~$t~l~rq~~R~~~,tl UL79Q PAtO() .nm 04(02/01' 01112101 11112102 11/30/00 .11/08/02 UI1det\vrit~1'S Laboratories; Inc. 94NK9632 02NK42448 Wind uplift resist~nce FA 101 4~ s. FlatUIiE h FLAeJ..4ING INetALLATlaNi . .' '. ,",'.,' ",', .. '" . . .,. > . . c.. "'., ...'" , ~..~ ". ,,~~,~..' ,~~~e. c.........{ NAtL!NG . AREA DETAil. B .,....~.,,".........,:,,;.,,-~.. 38 314~ ... -=-t 131(4- 1... , .. . . .38 3{4" ';'~'-'- 'qZ!R;77ZZff~~~fe~~~:Ef~?Z37ZZZ27JLZ IQill~ ~t.U.fO("1<r'" llfld$ill~~~wn(I.1{)ll1,~&.12tQ ?i:t~ . .. ~bil~ilOO tJ{llXlf &. t<l\Wlf JlI;lil rl!lO$. ""7"-::;;1 2'r ,"~~"'''-'''''''' ..14314". _"'m_'~~"_' ..... .;I:~~.... .D~" ~h_}\l .... -- LAN o MARK 30. 40.60 <AND AR)~WlOETRACKQD (L.oWan~Standard S19pe) ~i~ &.~ lo<~~ .l::k~!1!.R, ~ F..~fN4' FIGUfQS 3ICOF<Ne~ OEtAIL. FLASJ-lING fNSrALlATIt:>N FfGU~E2rWALI- FINfeH LANDMARK 30,40, 1.)0 (AND AR)~ \VIDETRACK aB (q~eep SIoAA) END OF 'fillS ACCEPTAi'(CE NOANo.: t)2~1Z19.03 Elpiration Dat~~ apISl07 Approval Date:03i27{03. Page4of4 CAt<t;~,'N<:i Nll'i'lNlllAt{D UM..'l<1 ,\l'?.J~Q- t.f.Hi.d1 ~.;.ASHlt.~.. ~'tiI ~,<.T.llt'mh' . """~"l<<)F~'Mo()\Ill . ~"ll~1(;.<~ ~ t.f '\Ml<l~~~ ^.'(.,"'~~"~NN.t ' " NOTIS'.1H!S OET Alt,.la REQUIRED ^T^lL,Va~\lj';,'\t WALl..iNncRSe.CTION3. WiTH ROO~ V All€'Y$ & I~OO':. CRIC~E l~, FLASfUNG OE1'AlLATCRICKET/KNEEWAlL iNTERSECTION (NO $CAltJ) W W LU~~@3 ......, ~ u.u. I- ::d~::!i ~ ~ ~~~@ W 0.::!i6J<( <9 :51f~6 _ o:~ 2: j:::: ;;6J~g o I-gW~~@ o wo..: U- oo:t7iw [3jiffi::!iz ~ (!)2:~~Q ~Qao~ <( O~@3I-~ ::Ja ~~[iG&: l\!awg..: (f) ":...J~trl:J ::>...J__o:..: g~~~5: ~i)~:U5 ~ <.9 z OC2 ott1 cnz z- <(<.9 OZ UJ (f) Z o U5 > w a:: ~ ~"' "ol3w'~ I (J) ..., a aq: ~ ~~~ L() wa..co o=:';!: ~~6 0....., 0::I:0: ....J:;;;;" 0.1-0. u..~ z5i3 I CO Qffi3 ::r: "7" ~ a a ~ ~ ~~~ W u.. <1-0 CO <I)~i= o t3..:::> ....J co~ Cii()~ ....J~(J)1'5:J~ o o~ 000 O-U') z~z ~ '<:t~ ":0:0 I co<.>8ttiE5 0"-' ~~::l ~ ~ ~~g Me OWg[t >- CO Z i=C3~ q~ @ 0-0- L() ~ N ~ 00 N (V) L() N W ~ 0r- a a.. ~ <.0 W 0 a.. z ~ Q) ..a c:: Q) ~ <.9 <( Q) =:) E ro U) w c a.. o CJ) ~ c ..c Q) C (Q >. ::J -) :r: C >. 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I- SHEET NO. a:: U) 0 () Z w - 8-8.1 ~ 0 LL :t: (f) 0 ::J I.l') 0 0 0 0:: LAST PLOT N @ DATE: March 15, 2005 NOTE: IT IS THE CONTRACTORS RESPONSIBIUlY TO REViEW ALL DRAWINGS BEFORE CONSTRUCTION BEGiNS, DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL INTEGR1lY OF THIS PROJECT ONLY, !<NY DISCREPANCY BETWEEN FIELD CONDI1l0NS, 01l1ER DESIGN PROfESSIONAlS' SHOP DRAWINGS, CONTRACTORS' BUILDING ME1l10DS, AND THESE SIGNED AND SEALED DRAWiNGS MUST BE BROUGHT TO 1l1E ATTENTION OF DANSCO ENGINEERING, lLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTlON, ,...--- / ...... / "- I '\ I \ I \ I 1 \ I \ I \ / , / " ....... ..... '" --- I MAstER LAMINATED SHINGLES I'm'll OBjECnVJJ; .10leam tbe carred procedurefor {nslQIlJllg laminated shll1g/es. lANDMMIC'" SIRlES, WOOt>S<:A.W stilts, lANDMAAlf' 40 ut AND fAHfmAllt" n BS .. fASTENING ....\Ioo"'''\ol>~\~'''\),)o;...._~ol,........''' .' J ~~""'.\ol>~~""'.....-.I,j.~~~~.."",... LOW AND STANDARD SlOPE EKGUStt DIMENSIONS fi..l;tif/1 JJ.IO; ~HPIt.CQ1m'l! 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Sf ACt ~S r ,mp.) 9 ..Ll A JI ;::J (tyPJ ,. MAX. mp) - a.:t~~-rs~ EltyATION ~O 'ROllI [)IT UlIOlt ~~!). SIll , J~J ANt:14M SPAC!Jli \fOOD SeIltY! 24' ac. HAl(. - 10 70 PSt' lIP. . ................ lWLI ,. a.c. IW(. . .. PS' to 70 nr D.P. ~I.t ID" o..e. ~ . 10 45 PSI' IlP. IMPORTANT IK1ORMAnON. GtNEAAt. NOTfS ~!'des'" pnMc1ed to WlIi.n ~~ f4 FbIciI ~ ~ ~ .-Ill'MtllO ~ fAt. ~ 11cST~~ II'i5TRlJO'TONS J) SHl11 AS IItQ'D. AT fAQi IH5TAJ.ATIOH A.'lClU wmf I.(W) Bl:AA1NG!I1V4, .we. m<JWJ.(U SW4 ST~ TO N ~'. AWl" A too r>> \oI.UD4111 AI:HSM CN..U '* NftlCMO ~ At 'flit: fMT'U6 LOCA\1ON mQ\ TO V&RT1NG 'nIE ~ TO ~ M SHtK TO 'tli! SUllS'l1'.A'll NID,'OA WNx1N ~ R.U wn<\ SlmTRAn N(O ~ flW'1E AA1 ~o. 2) ~ SlUWftnD ~C (,t,W(~!) WINOON rot AT POD. SU . ~as. n ~ SllJWi!Za) AOmlC CIolUC roR ~ Wi AAJ:1M:) EXTtJUOR Of WIHtxNI fIW'If. 4)W1HXJW~ ~'I11lJAL: ~ IW1t 606J. [SE! ~ 2 R:lll ~T1al Of NOTtS] ~1r:- ~ILE~ CUt ItllJ\i) II PVlIHt nit (N..t.lC IY all~n STL<<O [R SIDING IV Qt~IS SECTION ij-B VlWDOV lC:'~ rIll n F1: VlIlllQV t RAlC J<\XJ . ;.u .wt4-.C TW If \r'OOIl ~ If one .YR.U "9 ~ . $lU -':I'C ,. . .. . Z' .. T\ilIt II,.U.(HS N':( ~o .II~lU!f JlU.It ~;EI}- DtTA1....C S1CATHlhIG INt tSlNAl cUP . . , . )I, T\IJC IU \JOf "'.IllA'o. MClO..1Ialt "c\t tf1\'.t L IlC DR 2X tU.l (HI',) .sU~TIOt.I 6-8 ~~ I~i" \ .. . Sit l(L1 'I\ll~ '-101'11Jt '1H1~ S><$ ~C:AI Ud" tt,,~,r~\" sr~to~ A-A U) , ll.UiO' net ,.WJU!{,>(1t .u ct"" .. . 214 ~nr TWl14 W, . . ",. . ,n tllK ","UOf '- ... . 314 ItLt' 1101 m 1AnM 114 leAl n~.J $rCllON ..,...A l~) !t0l I'.\I.I'U>>.:' IIlL .1",.. .. . 214 Int t~ P4 . . , 111. . )IJ .Uk IUllOl '- II 11 314 'I'\r r.G IJt fNtlllli Il1S KAI n~.. S(C1'~N A-A (4) \.. II . 314 IC\I 1""'1IoS $lIS 1M '''' se~lo~ e.-A (7) ~nl?" t-" . ~ .J . . lilt' IC. q .. ~W1 . <J. __ , \..N(~ IlIL "l'IoCIt ~IU"'ltf PUll "01 AM'I~ WlO1o ~IIIC~)> L I I,.. HI" [IQIC Hl(t ~ .Ioll'" .MU r=~IoIU' ~ 1ol(1ot. rllll\ll tmllQt :':II 'r,1;1 tc"tw~ W.... ~"\mcII_ ..._tcIIIIv ...... "'" ~ lOll. CL~ j lW"MIJ W&.J seCTION ~A C4.) ~ "I ....~ ~";f. arrti iiI! .. . If' Snf' '~M Il<$ ... .SER. JOOO/'~OO rLANGt Slt:E:T J r:r 2 VERTICAl. H\A.l.IOH nno ~IZOH1N. .. '- "' . ". ULI l~'" '''''1. Il> A4A (3) V1>C'ClV 'l~' . ...UIOI rmt '.V./liUK.>C1 K.lLwt ..K~" 1M. UtI') ~n.~' .. . )/t SUf' 1..,,'.... &kI, . 4 . VI 11nC IU L/QIe . :n~~'L o...-<t. n ~T11 n L.-- Moo ~ FLORIDA EXTRUDERS ~~~~l nn.I:$(R. 1000/1500 fiN SHUT I r:r ~ HORJ20Nl~ lWLt.JIJJ.I SEC1IONS stt OTKtR sIDe U~tT 2 rY 2) FeR DESIGN PR(SSURE CAPAtlTJtS AB Mf'N r I*' ".vntu~. U.L Utf'1 " . ~. Ill' lA.rf1>4 WI. . . >> ,\OC ,"UJI)\ .1Il., .,wn 'w'1IQH , llOCAlI . lII.U 101I II . I-In tnr lAnIHl; IldI .s.t~IO~ A..A. (~)'N'r~ SIll StClIOH A,-,.. (&) L ---- ----_.~------ -~--~--~- - -- -~-- -- - -~ - '- .. . "4 ULI 1:>lIt'U t.In)lG SId '1~lhU seCTION A-A (~) '- ,. . 214, .tLf' IM'~ '''''ll<l ~ HI A>> It,.,.. srCT!OI-l A-A (6) , .-- o -J -J ci' z 00::: oliJ cnz ~a offi TYPICAL MULL INST ALLA TJON .. . "' 1(1.1 tlotf'1lG $lG = ,r..:m- , "" UlM .. . I-v. SUI f~ IJC .ncnoo A..A ,n '"'fIt."11I t\DC IUlICJI ~.l'\I(ot , IULw-" .. . 1-'" SUI' f~ JIll ,SECTION A-A (J) III . . 111I tllJC ~ .. . \If ttU' '.II'rM IllS ItJlMt . MtIf ",-I~ . ""U!). .. . Hn 'U' 1~ Il1S SECTION A-A f!) .. . \If ULf' 1llPnC; JIll .IIlJolf IUYfrl ~flNC , IUlIllll "' . 1-\11101 1.nM .... S[CT!OW kA (\) ...ua..,. Y\lX IU. LIQt It . III m., tAH1lCi ~ .1ilJIo'f .M.Clf ~ ''''' - , IU.l.1IlII "' . "'\11 f(1J' 1 Jtf"llCi Il<S seCTION A-A (3) ....w 11iJC IU.LOI .. . .11 UL' . '1I'n1lo IIG ~ .!\oCt1 . r..uJ..... ;~~"'" srCTlON A-A (5) , .. en.r lol1'P1l4 '-<" " nyp, au.I..J WM~tRlO't ;;!'I o!>.( Cll FLORJDA EXTRUDERS r:64O:nm ~~;\u ."10~( .. Il'c~ . . iJI ~ . ~ It 4 lWt 1M ~u".. J J/.. ft mllJO(lCT 1:1 . r: II . lit m.r f~l14 p.IJ $(....... .. M flf VI4CI\I 'L-IIU' .. . 1-\'1"M'I f~" SECTION A.A {2) .. It II' m.r f~ .,. ~,~r . ",u:Jl .. . "'if m, IM'PlIQ S><$ SECTION A-A (4) '.4.". 1\IJC .......JOt ~r A . oUIII .')/UIIl \iI '*1lII 'UKU . 1U.1D1 ~&.KV seCTION A-A tel . ...... IlJIl lI'X.JIC III r = .'\G1Il , IUUOIhMC .. It 1-'" m.t t AffIlG 114 ~~ A-A 12) 1C1Il"" .,1oU1Il ... t-w m.r Io'MllIf ItNOl '-""M 11<I . ~1Of ru.:io"l.."1.I sectION A-A 'ot) ....". fUX "'LJQt _....... .''00' ~ fUI(Il . Ml.. $ECTlON A-A t'J) ~... &r A ~~~I Irtt~ jil! ~ k1\oQ. .~MC .. . I-\If m.r 11'ff1llli SI'lS S[~ A-A (&) . WM....O r m~flOt *f~ f. 4 MUIlN ~fllla'Jtlt /lCJ<It lilt" M t 11'(11I IOt'I <ICMJI "'II' ~ (.,ttoIlt M.U1lN ""t....LA'1Ot Q.~ IlWJOIC 10 ~ . ~ to K.IO . JU Mj(llC t .. ... '\lilt II..\Vi)lII Me 115(0) QO/o'U A en z o en :> UJ 0::: 'q ~ .. .., lDK lIIIIOCIIIo VIC.I M IIUIIIC.. o tw " YIUJ JI.OC tf ~u MTAA.C UJ u i= o z UJ (!) ~ o f( UJ 0::: <( ::) o en H.U1OI W"H1~ NtlUAtlOI ~ .. ~ SUI\I I"" ~ cntllA IULIlIf ""~U.flOl CUi' """IS '9 tC.lO . It&...at ,. lC t. . Z' .. n..c I4\l.OlS ME \!Sa) f'}.I[: ~o1~ ~su~ IMl IMO PfW\.. 0 fr;;~~~ SJU. Cl" -L I II" _ c.~ "-- -r ~ lJtle ...'~ ..oc:n. \Mtlt ~ e A rem ~I~~~.'" .-r. 4- 1UIC J.WlOIO NC ~co ....111I TIIIC l\UJDt .1Il~~i" r:.?'UCM II'IW tllJ( IUt.lOIt loCoIC...., ICM 'tIlIClOolH","' '- .. . 31 t Ifl.r . IU.lKN 1M... 'lII'f>ll4 DeS ~lS~ 11'" ~~ ~ A-A (1) r I'" "vnuJOCIt 'f." ""'1 .. . )/t snt ,~ IIlI ... rM . 111 'MC IU L Il:N '- II' ". mot '~I.K 1 AI'l1lQ SIll IUa "".. 1(04'"" .1'0((. srCTION A-A Ul VlJCO\l 'L6IC.l1 . tl.UllIf (1M ',VJX~1t 1(.0("" XMn ..... n~1 \IMIH flMW:l .. . 'It m.I' ' IU.LrtN T IIWJIG SI\I- . . . . .,. ,\i1C KA.\JOt \ .. . ~4 IIL1 '-1M Ut 1......W tClIJ ",.,1 SCCTlON A-A (2) r.. '.""IUlr.Htt IlL" \hPo) II' 314 ftLf' 1Wlllli SIll r I . ,~ . ... fIIJC AA LIOot ~;tCMU .""~ Jtc- .''1((. ~~""". " '1 . Sl4 enF '- toCt'I\ tllfllO ~ IC.., 11~" srcnOIJ J..-A (4,) <:J WM..D ~Ot~~ N1lUAtl')l4lt()Ot );... ... 'NaN lOIN IKI<OIt rlrt~ IrfUlol&. KUl<M NfOUAlJO' (LIP Jq[."~.,. tJ<< liIC 11'I I , L... A .. . 'It IC\I t~~ ~ '1\ 'EtTIOJ:' ",-A. m KIIJ CT~' ~ '- .. . 31. ItLf' '* IJt. 1~ IICI IC~ If,.,.. SEctION !,-A l~ ~ A. 8loc... ,.t $41 . tt.t ~7 ~n~m fL tk.- ... S1$U ..~'t Vc .It'- \ 'J ", ~ '- .. . 21. KU' lOllt." 1l1f1WG S><$ KAt ntf'') !tCTlON A-A tal . .... .._.__...........-.--~_. . . . ._..._--~--...-.. --'--" -. ~ \'01[0 r~ ~ FLORIDA EXTRUDERS ~ JEQ'Tf WE t'lM:S(R. IOOO/J~OO flAtU SHtU t Of" 2 HOR J2 OHT At. f1Ul L ION $(C; 11 00$ SEt OTHU S I PC (sHeCT 2 or 2) rOR PtSIGN PRtsSWlC CAPACITJU PIlA... m HSH OAtil ~~~~ I~~~ 0..:;15< ~~~2 ~dj~8 gt:! ~ ~ 2 wo< oex:-~ ~~i~~ ;5Qoo~ o~ex:I-:s ~~~~~~ -J_al:j -J . ex: < U1ffi~g~ ~[;~~rs ~ ~ i~d ~ ~ !fro o ~~ ii~ ~i5~ ,~ ~ffi\B G x ~o~ L5 ~ ~~~ co ~~~ ~ ~~ 13~~ O......l.()o ex: a. ON ~~o <( ~<( <a:~ I <00 ~~5 8 M ~13g ~ co ~dj~ :>< ';'" ~ 8 ~ o w ~~>; coz 1-;5< q~ @) a. a. c.o ~ C'J ~ 00 c.o W S; a.: ~ w [Bn: .0 t: W Q) c: - ~ 0 a... (!) ~ .s:::. ~ <( ~ ~ Q3 ':r:=' ::J -, E .S: ~ 8J ~ .= ODD C'J C'J ~ o (0 d z C/) -J - ~ W o Z o i= ::5 -I ~ en z ~ 'V ~ o I N L() 1 ('.. ~ ~ L() ~ ('i) m m o L() N =t:t: W o z O. -Q U1) -.J ~m OIlJ <(IX 00 -J: ctUJ Of- .JUI t..lIJc .J~C <.Ill tl:zw ... ze!: lllC:J UIllUJ - UJ U - I- o Z I- :t: (!) 0::: >- a. o u ffi~ ZLlJ ~~ >-135 ~::) 2~ @~ ulJ.. ::)~ 8~ g:zz ~8Q LlJffi~ ~j:;a ~oci3 s:(Z ~LlJO :;j;::C....J f-lJ.. 5~~ a.. ~ f- ~t::ffi ~S:(..) $ o o z - $ w z o I- en W ...J - ::E UJ ~ ~ Z Z <( -' a. SHEET NO. a. 0::: o U ~ o :r:en ::) to o o N S-9M LAST PLOT DATE: December 21,2004 @ NOTE: IT IS 'lliE CONTRACTORS RESPONSIBILITY TO RFVIEW AlL DRAWiNGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERING, LLC IS RESPONSIBLE fOR THE STRIJC1\JRAI. lNTEGMY OF TIiIS PROJECT 001. y, NN DI$CREPAACY aET'ft'fEN FIElD CONDfl1ONS, OlllER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING MElliOOS, AND THESE SIGNED AND SEALED DRAW1NGS MUST BE BROUGHT TO 1liE ATTENTION OF DANSCO ENGINEERING, llC PRIOR TO 11iE COMMENCEMENT OF CONSiRUCTIQN, ,...--..... ." ....... / , I , I \ I \ , 1 \ I \ I \ / , / " / ......---..... INSTALLATION ANCHOR 19 \lOOD SeRE\{ <TYP. \/HERE TAPPERS ARE NOT ONE BY \J001) REQ'I). - NOTE ~) BUCI< BY OTHERS (NOTE 11 e. 12) & INSTALLATION ANCHOR .........'.. DOOR \llDTH ..e WOD SCREY (NOTE 21) ;; T\lD BY WOOD SUDING GLASS BY OTHERS DOOR FRAME (NOTE 6) JAMB 114' HAX. SHIH SPACE: I CAu\"1( BETWEEN \/OOD }lUCK t. HAS'Y. OPENING BY OTHERS CAULK BE.T'JEEN DOOR rLANGE: 8. \lOOD BUCK PERIMETER CAULK BY v OTHERS INSTALLAtION ANCHOR 3/16' DII\. TAPPER (NOTE 17> CONCRETE OR MASONRY OPENING BY OTHERS' SHIM AS REQ'D (SEE NOTES) 1 114' Ml~r EM~EgM~N1. STUCCO BY OTHERS INSTALLATION ANCHOR 19 SCRE'" \lOOD <lYP. \/HERE: TAPPERS ARE NOT REQ'O. - NOTE 22) SLIDING GLASS DOOR f"RAME HEAD SECTION A-A ... TEMPERED GLASS <TYP.) . & CAlU<lNG AT rASTENER hU.U R(QIJIREl) (SEt NOTE 2). CAULKING & REQUIRED (SEE NOTE: 2>, SLIDING GLASS DOOR FRAME: SILL , . & 114" MAX} SHIH $PACf; lI~A " .~ .d .. 6 . INSTAllATIOO A~OR . I) \,'[JJ1) SCRtv V IPlASTIC ~~ <tYP. VHERt a lAPPVt$ AAt t-ilr R(Q1J. LJn. sa NOTE W LIBERAllY APPt"V CMA.I<ING ~DER SILL OR StT Sltl. IN BtD or COOCRtU: (SEt ~TE 2>. SHIH AS ~;EQU1R(1) (SEE HOrt 1), ,. ~ EMBEDMENT 1-114' HUt INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE: 11> CQNCR~Tt OR MASONRY OPENING BY OTHERS SHEATHING BY OTHERS SHIH AS Rt'Q'D <SEE NOTES) CAULK BET\lEEN DOOR F'lANG€ 8. SHEATHING STUCCO OR SIDING BY OTHERS SLIDING GLAS DOOR FRAME HEAD PERIMETER CAULK BY OTHERS TEMPERED GLASS <TYP,) ~ CAUlKING AT r~TEN(R HOLES REQVIRtD (S!E NOTE 2>. CAULKING & REQUIRED (SEf: NOTE 2). SLIDING GlASS DOOR FRAME SILL ~ po f/4. MAX] SHUt SPAtt MASONRY INSTALLATION SLIDING GLASS DOOR fRAMf: .JAHB 1/4' HAX. SHIM SPACt 114' MAX. SHIH SPAce 1 1/4' HtN. EMBEDMENT ONt: BY \1000 BUCK BY OTHERS (NOTE 11 8. l~ CAULK BETWEEN 'Joan BUCK 8. HAS'Y. OPENING BY OTHERS SHIM AS REQ'>>. ($[( NOTES) & 2X4, 2X6, OR axe \lOUD BY OTHERS (Nan: 6) CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR MS \1000 SCREY <TYP.) (NOTE 23) (~~m$~ Pl..NC FOR ClARITY IN. Y. H[]DC STRIP NOm .at$ SPACED ~ N'ART rn 1J'?O$1 T't rtAHGE$J CAULK BET\lEEN HOrn< STRIP " \lOOD BUCK SLIDING GLASS DOOR HOOt< STRIP INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 17> CAULK BET\lEEN DD~ f"l-ANGE Sa \JOOD BUCK '- . CONCRETE OR MASONRY OPENING BY OTHERS STUCCO BY OTHERS SECTION B- B ____ ... All LUCCD t BY OTHERS SLIDING GLASS DOOR INTERLOCK HOOK ,S.TBIP-__ D..ET A~b IMPORTANT INFORMAnON . GENERAL NOTES The$e ~ are ~ to em\I", Pfopet wullatfon of florida E>tWdeB Mt1estooe p1)(1uds and must be rolSowed tully. TEMPERED GlASS (lYP.) DOOR HEIGHT (jENEAAl (~STAhlATt~ INStRUCTtON1 1) SHIH AS RfQ'O. AT EAOi IN$TAUAllON AN010R wt1li LOAD BEAAlNG SHtM. MAX. NJ.OWNJU StitH STAO< TO Be t/.... l<W> BtAAlNG stilM AY SIlL MUST ee PP.ESStlPJ: 'ffiEATt() WOOO OR ftAStlC AND MOST BE COMPlElUY ENCAPSUlAl'EO IN CAU\J<ING OR SiT 000 WET CONCRfTe. A 2) usa S1UalNlZlO AOtYUC CAW BaiINO l)()OA RANGE AT HfAD a J>>l8S. U6tRAUY N>'rt. V $tUCONJZf1) ACP.YUC ro CAvuaNG lIMXA SltL OR SET SlU.lN UO ()Il WET taKRtl'C. CAOtJ( eflWWf B,f.Q( OOAAER OF StLt.1USEA N40 CON(RETC. CAIAJ( AU. FA5'ftmR ~ P1UOR TO INSTAWNG fASltNEf{ ANt) AAOlJt<<) HEAD AFTtR INSTAU.AnON. 3) USl! Stuo::)NtttO ACl\YUC CAUlK FOR KIUHElIR W,L MOOND OOEAIOR ~ POOR ANt) 8f'I\YtlH HOOK ST1UP a BUCK fOR POQ(iT ~ B 4) JAMS ANt) SlU. OORNW ARE 10 Be SEAUO wtrn ,. sw.u. JOtNT SVJ1 SVUll. S) DOOR fRAMe MAlfRW.: ALUMINUM AllOY 6063. A 6) ~ S'f WOOO 8UOC MO/Oft FPNtlNG AT Tlie HOO)l.SlRlP TO Be SEMaY FASTfNEO TO TRANSfER THe uw> TO M ~ M.&.SONRY, CON<:RETE OR arnDt S'tRucruAA&. su&STAATE PER ~ SE<:l1ON 1107.......1 NiD l1iE ENGtNtER Of REcoo.crs DEl AILS. 7) R.OfUOA fXTlUJOERS 1000 SERlE! SUOlNG GlASS OOOR IS SHO'NH. TffiS mm ALSO AWUES TO THe flOR.lOA fXrI\\JOf:M SOO ANn 2QOO SOOE$ SUDING GlASS ~ 8) WH~ "'i:' IW'R.ESaO'S M<MNG PANEl. ~O ~ ~ fIXE1) PANa., ~o CONf1G\)AAnoos AA& M USltD ON Tli! ANCHOR INSTAllATION OiART. A ~ ~ D & A E;XU:SIOS EltVATlON a PANEL DOOR SHO~N (SEE NOTES a, 9 s. 10) "'~~\"'" , ~":.~ 4, Ak4.~:\. ~ g ..:" ~...\, ........~J...... .. .I~ ...~.,,~~,;..,. ., '\ fi ~ ..~.. t;V~ Z"., ~ 5 I I n \'\ ~ ~ \ ~ tflZ tll,i03 -.g ~ . · f!I:/ I ~&! " ~;'." tt>~,... ~.." \4 ~~.,.,.....:..r~/ ~" ort~nM. ,:~;::.., --. 'l~,..",\-&~''''' [SD! ~fT 2 ro.l COtffiNUAnOH OF NOT'ESJ FLORIDA EXTRUDERS~~~i~o:#,~~ aR'TI'lCATt ~ ~noH NO, em SOD I T1TLE' Sl DING GLASS DOOR 500, 1000 8. 2000 'MASONRY INSTALLATION WITH NON-STRUCTURAL BUC AND TAPPtRS DRAlfN BY: DB APPROVED BY: RJA DATE: 12/19/03 SCALE: N'TS DWG I: F1EX0021 SHEET 1 DF' 2 RE B FRAME INSTALLATION 1/4. MAX. SHIH SPACE 1"218 HIN. EMBEDMENT T\lO BY \JOOD BY OTHERS (NOTE 6) DOOR HEIGHT . SLIDING GLASS DOOR INTERLOCK ~DOK STR.IJ?_ DJ:JAIL TVO BY \1000 BY OTHERS (NOTE 6) lNSTAl.LATIDH ANOIM 18 \lOOD SCREY (tyP') umE: 21> (ANC~S $HO'VN IH SA1*; PLANt rm CLARITY [N.Y. t(D( STRiP ANCHat 00-($ SPACED 2" APART ~ OPPOSITE FUta$.> CAUlK BETVEEN HOOK STRIP & 'JCOD BUCK TEMPERED GlASS <TYP.) SLIDING GlASS DOOR HOOK STRlP INSTALLATION ANCHOR 1tS \lOOD SCRE;V (NOTt: 21) CAULK BETVEE:N TEMPERED DOOR ;lANGE GLASS <TYP,) 8. SHEATHING 3/4' MAX. '\ PERIMtTtR CAULK BY OTHERS SH~A THING BY OTHERS ~~F.;CTHlli B-:~, STUCCO OR SIDING BY OTHERS IMPORTANT INFORMATION 8t GENERAL NOTES These noteS are provfded to ensure propel installatIon or F1ori~ Extruders MUestone produd$ and must be followed fully. A ~ ~ B ~~ERAlINSTMlAnONIN~ucn9NS A 1) SHIM AS RfQ'O. AT EAOi INstAllATION ANOiOR WITH LOAD 81..AAING SHtM. MAX. AU.OWABl! SHIM STACK to ~ Bt! 1/4w, tOAD 8EAR1NG SHJM AT SIU MUST BE PRfSStJRE tREATED 'NOOO OR Pt.ASTtC AND MUST BE COMPlETE!.. Y ENCAPSUIATtD IN CAUOONG OR SET INTO WfT CONQml;. 2) OSE SIUCONtUO ACRYUC CAW eartNO 0001\ RANGE AT HEAD & JAMBS. uaew.a.y ~f\.Y SlUCOMUO B ~YUC CAUU<lNG UNDfR SILL OR SET SILL IN BED Of WET CONCRETe. CAIJU( BETWEEN BACK CORNER OF Sn.L /J... IUSfR AND CONOW'E. CAl)LJ( AU. FASTfNER HOl.!$ PMOR. TO tNSTAlUNG fASTENER AND MOONO Ht!AD mm ~ INSTAllATION. 3) US! SlUCONI2ro ACAYlIC CAW FOR PERlMmR seAL AROUND OOfruOA OF OOOR AND BETWEEN HOOK STR1P & 6\J0< roR POO<El' OOORS. ") lAMB AND SIlL CORNEAS ARE TO Be SEAlED WITH A SM1\l.t. J01NT Sf.AI.. Sf}.1.a 5) DOOR FAANe HATER1Al: AlUMINUM AllOY 6061. a 6) lWO eY WOOO BUCX AND/OR fAAMlNG AT THe HEAD, JAMB ANt> HOOKSfRlP TO Be SEOJRfL V fASTENED TO ~ TRANSfm THE lOAD "fO THE WOOD OR APW.CMD FAAM1NG MEH&RS nR Fae, sec:nON 1101....4.3 AND ThE ENGlNffR OF RICORD'S OETAJLS. . c:- A EMBEDMENT 1-1/4' MItt A A E)(TE:RIOR EJ,.EVATIDN ~ 2 PANEL DOOR SHOWN (SEE NOTES a~ 9 tc 10) 6 . . .4 6 ,. lNSTALlATItH ~lfJR .e 'WOOD SCRE'J 'J/PLASTlC ANDIlR O'YP. \/HEm: TAPPERS ARt tilT RtQ'D. & $([ t-(Jl'E 20) Ll&tRALL Y N'PL Y CAUU<ING UNDER sn.", OR SET SILL IN BED or CIJiCRETt (~& NOTE 2>. SHIH AS REQUIRED (sa: OOT' 1). INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 15) CONCRETE OR MASONRY OPENING BY OTHERS SECTION A-A - L t ~ [SfE SliEEr 2 fOR CONTlNUATION OF NOlES} ~~ I~ ~I I~ FLORIDA EXTRUDERS~~~~N~~~. ~lt c# ~ZATlOM NO. llW 0 D TJTLE: SLIDING GLASS DOOR 500, 1000 8. 2000 rRAME: INSTALLATION WITH tta SCR~\JS DRAWN BY: BS APPROVED BY: RJA ATE: 12/19/03 SCALE: HTS "0 ,: nEX0021 SHT I [f' 2 REV DESCRIPTION DATE INI B ~~~~''''l2ll8/03RJA IHJ/OIt ~ ftO.AttO IO~NfD/OI4 UliUAAOOHS. #OO(D tIQt't 20 IHJ ~1lO ~~ Ha'IU' TO II) . at TO 2t NO l\W[O ~ '1'0 ~ HOfU. IIM(O TIf'pfJItS M lI<llOC .J-HHU. bOOflS. ~I - 0 ~ L.() ....J ..q- -: ~m ,~ C'\I u.~, ~ co o ' '" (!) C3 Q} ~~~ LO C'\I Z -~ W r- T- - ~ ~<Il~ (}') 0 a::: g M' ~[f a.: .q- <.0 o UJ u....- ~i5~ W 0 Ow Ie ~ffi~ e> a.. en :I: I ~ao (1) z Z ~ ~ ~ ~~~ ..c c: W <( (!) u.....:: I- 0 (1) z ~ ~~5 ~ c: n.: QUJ ...Jco~ViU~ 0 ...J co Q} UJ:j <9 en .c:: o .....l.O 0 "[5 c: 0",00 <( (1) c:: ~ ~c3 ~~~ en >. I <.:lYi!1- Q) ~ o - ~-g ..., :c ~ ('I') ~~o =' ""' ~UJ~ E c:: >. e cOfu ~ ::;, ~ W ~~a: co .c:: co z ~~~ Cf) - I- dO @ D D D .:I: a. a. (/) z o U5 :> ~ ~ ~~~~ I- 51!S:e~ o ~V5Q Z ~Btt UJ ~:e~...:: <9 ~~I-~ ~ ~rIi~8 o ~~~~ o gUJQ"':: u.. o~~~ UJ ~~~~iS ~ ~Qao5 ::J ~~~~a: g ~3~g~ ~~o:j~S~ ...:: :>0"':: 0 ('f) z 0) . 0 . 0) -0 0 10> -.J l() ~lD . Ow N en o(~ :f;t: 00 W -I -I - ~UJ 0 ~ 01- .J Li.~o -r- .J~O ~ W 0( .10 ll!zw ~ 0 I- zot 0 WO:J I Z [JIOUJ N 0 l() I - I"'- ~ ~ ~ l() -' ~ ~ (J) Z - 0::: 0 $5 0 zt:l 0 W ~~ >-~ en <-> ~~ - (J) I- z::i1 @~ ::s 0 z Uf- ~~ l- S C> ::c S:5~ w (!) ~ffi~ C> ~ - ::g!::~ 0:: 1-_<( Z <( o a:: 0 >- Z:s=- :z ~UJ~ - a. :I:.:.J Cl Z 0 f-u.. ~B~ - <( <-> ...J ....J (/):I:m _f- en a. :I:j I- U W SHEET NO. a.. 0:: Z 0 <-> 0 UJ 8-10M :;: I- 0 CJ) ::c (/) W ::J \.t') ...J 0 C) - LAST PLOT N ~ DATE: December 21,2004 @ NOTE: IT IS mE COOTRACTORS RESPONSIBIU1Y TO REVlEW AlL DRAWINGS BEFORE CONSTRUCTION BEGINS. DN1SCO ENGINEERING, LtC IS RESPONSIBlE FOR l11E STRUCTURN. INTEGRllY OF tl1lS PROJECT ONi Y. ANY OISCRE.PN-lCY BE'l"MEN 000 CONomONS, Ol11ER DESIGN PROfESSIONALS' SHOP DRA'MNGS, CONTRACTORS' BUILDING MEniOOS, AND lliESE SIGNED AND SE.AJ..ED DRA'MNGS MUST BE BROUGHT TO THE ATIENTlON OF DANSCO ENGINEERING, LLC PRIOR TO 1t!E COOMOCEMENT OF CONSTRUCT1ON. .b. "..--...... " , " " I , / \ I \ , 1 \ I \ I \ / , / .... ,/ ......---...... I ONE 3" TALL x 20 GA. 50 KSI MIN. U-8AR PER DOOR SECTION. &:, END ______ STILE SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR, INSIDE SLIDE BOLT LOCK OPTION r- 2" lr1ICK 3' TALL U-BAR 20 GA. GALV. STEEL 50 KSI MIN, REV 01 02 03 DATE 9/27/1999 12/01/1999 1/2000 DESCRIPTION ADO 'CBPC' TO TITLE BLOCK CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT JAMB ATIACHMENT INFO; 50 KSI STRUTS; +25/-32 PSF HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) o --.J --.J (!) Z 00::: ott1 U)z ~(!) OZ W ~ ~ ~ ~~ I 0) iSfrld q:: <.0 ~a~ 00> ffiB:gj ~ Z6 ~(!2~ 0.-.., D..i!'D.. ....J C'<') f-O~ u.....- ~ f- W I ~ qi5g I'7'" WaD 9 >< i!'w~ .....q:: ~:I:~ ~u.. <6~ ..... (/lzf- o coa<:::> ....J ~-.;t Ci50~ ....J...-O> ~:::l~ on.. o~ 000 zz q:: ~ q:: <( ~ t5 I <.00 ~t;jB 0'-'" ~~:::> o C'<') :::t!lo ~ ex; ~m~ ......... o8D.. >- CO2 ~c3~ '0 qI @ n..n.. co L{) ?"- m v w e>a.. Q) ..n c LU Q) c ~ 0 a.. (!) ~ ..c ~ Q) ~ en ::J Q) --, ::c ::J ~ E C ::J ~ ~ ~ DDD l() V N V C") W a.. N N ...... o <D MODEL: 110RW4 (25 GA. MODEL: 120RW4 (24 GA. l- I <..? W :I: Cl:: o g ~ ::; STEEL SKIN) STEEL SKIN) OPTIONAL DSB GUlSS OR 1/8" ACRYLIC LITES AVAIlABLE (SEE SECTION B-B) 20 GA. MIN, END STILES ATIACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM TOP, BOTIOM & CENTER). 25 GA. MIN. STEEL SKIN COATED WITH G-60 GALVANIZING. BAKED-ON PRIMER. AND A BAKED-ON POLYESTER TOP COAT APPUED TO BOTH SIDES OF STEEL SKIN, L1 3" r- 1-7/8" p T o z (1) INTERMEDIATE STILE ATIACHED W/ TOG-L-LOC (TOP & BOT) AND URETI-lANE ADHESIVE (ALONG CENTER) r '0 I Co /""\ !./ ---- 16 GA. GALV, SlUL TOP ROLLER BRACKET, EAC H BRACKET ATIACHED W/(3) '14x5/8" SHEET METAL SCREWS. rr= 13 GA. GALV, STEEL FLAG BRACKET, EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x 1-5/8" WOOD lAG SCREWS, LOCATION OF OPTIONAL VENTS OPTIONAL OUTSIDE KEYED LOCK POSITION ~x, DOOR W'IDTH 9'0' r 3" TALL x 20 GA. GALV. STEEL U-BAR, ONE U-BAR PER SECTION, EACH U-BAR ATIACHED WIlr1 TWO 1/4"x3/4" SELF TAPPING SCREWS PER STIlE LOCATION, 5: "L" <..? W I <..? Z Z w Cl.. o 2" GALV, STEEL TRACK, MIN, TRACK TI1ICKNESS: ,060" DOOR HEIGHT "L' 6 -6 70 7 -0 76 7 -6 82 8 -0 88 LOCK POSrTlON (BOTH SIDES) TWO POINT LOCKING 14 GA. GALV. STEEL END HINGE. EACH FASTINED TO END STilES W/(4) #14x5/8" SHEET METAL SCREWS &: (4) 1/4"x3/4" SELF TAPPING SCREWS. f- ::c <..? W I a:: o o o TRACK CONFIGURATION L- TYP, 2-1/2"x12 GA. GALV, STEEL TRACK BRACKET, (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED), #14x5/8" SHEET METAL SCREWS NOTE 1: DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SH6WN). 13 GA. GALV. STI:EL BOTIOt.4 BRACKET. ATIACHED Wln1 TWO # 14x5/8" SHEET METAL SCREWS, 1/4"x3/4" SELF TAPPING SCREWS, 14 GA END HINGES VIEW "B" 18 GA. INTERMEDIATE HINGE VIEW "c" ALUMINUM EXTRUSION &: VINYL WEA lr1ERSTRIP. SECTION A-A (SIDE VIEW) 12 GA. GALV, STEEL TRACK / BRACKETS FASTENED TO WOOD JAMB.../' WITH ONE 5/16"x1-5/8' lAG SCREW PER TRACK BRACKET, VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2000 PSI MIN, CONCRETE COLUMN: 3 8 x4' SLEEVE ANCHOR BOLTS ON 24" CENTERS (C-90 BLOCK OR 2,000 PSI MIN, CONCRETE) OR 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 PSI MIN, CONCRETE), WASHERS INCLUDED WITH SLEEVE ANCHORS, 1-1/4" 0.0, MIN, WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A flUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD. NOTE: THIS ATIACHMENT INFORMATION MAY BE ALTERNATED BY THE ENGINEER OF RECORD PROVIDED THAT IT HAS AN EQUAL CAPACITY. MOLDED INSIDE LITE RETAINER *8x3/4" PAN HEAD SCREW (10 SCREWS PER LITE) OPTIONAL 10 SCREW WINDOW LITE SECTION B-B 20 GA. GALV, END STILE U) z o U) > W 0:: 2x6 YELLOW PINE JAMB STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN, GALV, STEEL END STILE NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE TI1E RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR TI1E BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR lliE LOADS LISTED ON THIS DRAWING, OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION DES, BY MWW Cf€CKEll BY MWW llRA 'JlNCi MIl. 101979 REV, 03 w o I- o Z w (9 ~ o o LL W 0:: ~ :::) a U) . u- ~ ~ ~ou-f2 ji~::;f- - - 0 Z ><gl~::l ~ :::> u- R D.. 0 z ts !:?c ~ ~ <( w ~ ~ ~ ~ ~ ~ 8 w i:!l CIl 0 f- s: Z Z g W Q <( O~(/lW (/l <( z::E , W (I) !;g ~ QZ <..? Z _ u- ~QDo5 8ffiQ~ir t:i ;:$ ffi l:5 a.. ~of-.....< <-..J~CO:J 6~ulCl::< ~o~g~~ < :> < 0 z, 00 -> ~..... >ID 15w <(Cl:: 00 gs~ .....111 "-Wo .....~o < . <D ~zf':! zo_ ijSi7l ('t') 0'> 0'> o L() N =tt W o PREPARATION OF JAMBS BY OTHERS. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFlGURATION SECTION C-C OUTSIDE KEYED HAN 0 LE SNAP lATCH ENGAGES ONTO VERTICAL TRACK, ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR, 2" GALV, STEEL TRACK FASTENED TO 12 GA. GALV, STEEL TRACK BRACKETS, TRACK ATIACHED TO EACH BRACKET A WITH ONE 1/4"x5/8" BOLT & NUT ill OR TWO 1 /4" DIA. RIVETS, 14 GA. CALV. STEEL ROLLER HINGES FASTENED TO END STILES EACH W/(4) #14x5/8" SHEET METAL SCREWS AND (4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE, 1 8 GA. GALV, STEEL CENTER HINGE FASTENED TO INTER. STILES W/(4) *14x5/8" SHEET METAL SCREWS, OUTSIDE KEYED LOCK LOCK BAR LOCKING END STILE DESIGN LOADS: +250 P.S.F, de -320 P.S,F, TEST LOADS: +37.5 P,S,F, & -48.0 P.S,F, INSIDE HANDLE VERTICAL JAMB ATIACHMENT (WOOD FRAME BUILDINGS): 1/2"x3" LAG SCREWS ON 24 CENTERS, 1-1/4" 00, MIN, WASHER REQUIRED, lAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD, DATE SCALE 8/26/99 NOTED DESCRIPTION SINGLE CAR MODEL 110RW4 & 120RW4 +25,0/-32.0 PSF DESIGN LOAD MAX, DOOR SIZE 9'0''W X 8'0"H ClopoJ fb~ Productll Campa"" M ~~ Reur.<<l The Qmln~ment. d~dcd ho~ QI1II the ,or. pro~ t;A th. Clopay Buildin~ Produda COI'TIJXll'ly and moy. not be reprodu'~ in C1l'ly form without ita written permisaiDl'\. CBPC (513) 381 -4800 J I 2 WALNUT STREET6 SUITE 1500 CINCINNATI. OH 452 2 CJlyrs/on 01 C SuM" ProdlJCla f- I <..? W :I: a:: o o o X < ::; (24 SKIN) / - ~: END" EL: 120RW4 GA. STEEL ATTACHED W/ TOG-L-LOC (TOP & BOTt SKIN WITH PATENTED TO AND URETHANE ADHESIVE (ALONG CENT R) (TOP, BOTTOM & CENTE r OPTIONAL SSB GUlSS OR 1/8" ACRYLIC LITES AVAIUlBlE (SEE SECTION B-B) ~ E3 I E2] E3 E3 E3 ~ = !II !II 1 !II ~ - ~ I::::: - ~ - - ^ ~ !\ B E /- C ------ ~ C t-- VIEW 1/\ V\J I . ~ f7' ~ D D CJ .- D D D ~ VtB ~ TW 1/\ I \ 1/\ D D D \ D D D 1/ V ,7 ~t::=:::::lt::=:::::l I \ ~~~ E::::3 I~ ~ LOCATION OF - A ~ OPTI - NA TSIDE K K PO N (5) INTERMEDIATE STILES FOR 16' WIDE DOOR 20 GA T LES ATTACHED TO DOOR G-L-LOC SYSTEM R). REV DATE 01 9/27/1999 02 12/01/1999 03 1/2000 DESCRIPTIDN MODEL: 110RW4 (25 GA. STEEL SKIN) MOD ADD 'CBPC' TO TIllE BLOCK CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT ADDED JAMB ATTACHMENT INFORMATION HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) "L" 2" GALV. STEEL TRACK. MIN. TRACK THICKNESS: .060" DOOR HEIGHT "L" 6' -6' 70 7 -0 76 7 -6 82 8 -0 88" T'"'" ~ T'"'" o I N L() I f'.. T'"'" T'"'" L() T'"'" VIEW "B" rr= 13 GA. GALV, STEEL FUlG BRACKET, EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x1-5/8" WOOD UlG SCREWS. "C' f- I <..? W I Cl:: o o o TRACK CONFIGURATION , o I Co OCK POSiTION OTH SIDES) o POINT LOCKING l- I <:) W I <..? Z Z w Cl.. o TYP, 2-1/2"x12 GA. GALV, STEEL TRACK BRACKET, (4) TRACK BRACKETS PER SIDE (FACTORY ATIACH ED) , 3" X 20 GA. U-BARS, U-BARS IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTIOM SECTION. ONE U-BARS ON NEXT SECTION. ETC,) # 1 4x5/8" SHEET METAL SCREWS o::~ LlJO U) ~U ~H~ -I w ::::ii:0 >-:J: - 0 ~~ ~ - ~::::ii: I- -0 0 00:: LlJu.. UI- W Z :)~ 8tJ:J 0 I- g:~z ::c ~8Q W W (9 LlJ~~ roLlJ> ~ - 1-~5 (!) ~ n:: ~fit3 >- :i:- ~ Z ~UJgs 0... ::::ii::J:...J Z 0 I-u.. ~I-~ <( ~ 0 ~6 .-J U):J:~ -I-UJ (!) 0... ~~U 0 SHEET NO. 0... n:: ~ 0 0 <( w 8-11 ~ 0 0 Z ::c U) ~ :::) U') 0 0 U) LAST PLOT C'\l @ DATE: March 15,2005 SHIP UlP JOINTS, OPTIONAL 1 0 SCREW WINDOW LITE SECTION B-B &:, VERTICAL AMB ATTA HM T -9 2000 PSI MIN, CONCRETE COLUMN: 3 B x4 SLEEVE ANCHOR BOLTS ON 20" CENTERS (C-90 BLOCK) OR 24" CENTERS (2.000 PSI MIN, CONCRETE) OR 1/4"x4" TAPCON SCREWS ON 16-3/4" CENTERS (2,000 PSI MIN, CONCRETE), WASHERS INCLUDED WITH SLEEVE ANCHORS, 1-1/4" 00. MIN, WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A flUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD, NOTE: THIS ATIACHMENT INFORMATION MAY BE ALTERNATED BY THE ENGINEER OF RECORD PROVIDED THAT IT HAS AN EQUAL CAPACITY. J OPTIONAL VENTS o L OU EYED LOC smo .tmE.......L DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). MAX. DOOR WIDTH = 16'-0" INSIDE ELEVATIONS K OR 1/4"x3/4" SELF TAPPING SCREWS. 14 GA, END HINGES VIEW "B" 18 GA. INTERMEDIATE HINGE VI EW "CO MOLDED INSIDE LITE RETAINER 2x6 YELLOW PINE JAMB STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV, STEEL END STILE 25 GA. MIN. STEEL SKIN COATED Willi G-40 MIN, GALVANIZING, BAKED-ON PRIMER. AND A BAKED-ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. #8x3/4" PAN HEAD SCREW (10 SCREWS PER LITE) 12 GA. GALV. STEEL TRACK / BRACKETS FASTENED TO WOOD JAMB.../ WITH ONE 5/16"x 1 -5/8" UlG SCREW PER TRACK BRACKET. 20 GA GALY. STEEL '~~ 7/16" 1.0. ROUND PUSHNUT ~ 18 GA. GALV. STEEL CENTER HINGE FASTENER (ONE PER ROLLER) FASTENED TO INTER. STILES W/(4) #14x5/8" SHEET METAL SCREWS, 14 GA. GALV, STEEL ROLLER HINGES FASTENED TO END STILES EACH W/(4) #14x5/8" SHEET METAL SCREWS AND (4) 1 /4'x3/4" SELF TAPPING SCREWS PER END HINGE, /"", !./ ---- 12 GA. GALV STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) #14x5/8" SHEET METAL SCREWS. OUTSIDE KEYED HANDLE SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR, 2" GAlV, STEEL TRACK FASTENED TO 12 GA. GALV, STEEL TRACK BRACKETS, TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"x5/8" BOLT & NUT OR TWO 1 /4" DIA. RIVETS. ,&. VERTICAL JAMB ATIACHMENT (WOOD FRAME BUILDINGS): 1/2"x3" LAG SCREWS ON 18 CENTERS, 1-1/4" 0.0. MIN. WASHER REQUIRED, lAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD, a:. PREPARATION OF JAMBS BY OTHERS, 2" DIA. SHORT STEM. 10 BALL STEEL ROLLER, 3" TALL U-BAR 20 GA, GALV. STEEL MIN. YEILD STRENGTH: 50 KSI 14 GA, GALV, STEEL END HINGE. EACH FASTENED TO END STILES W/(4) #14x5/8" SHEET METAL SCREWS & (4) 1/4"x3/4" SELF TAPPING SCREWS, JAMB CONFIGURATION SECTION C-C r1 3" r- 1-7/8" p T 3" TALL x 20 GA. CALV. STEEL U-BARS IN A 2-1-2-1 PATIERN (I.E, TWO U-BARS ON BOTTOM SECTION. ONE U-BAR ON NEXT SECTION. ETC.), EACH U-BAR ATTACHED WITH 1/4'x3/4" SElf TAPPING SCREWS PER STILE LOCATION. OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION MAX, DOOR SIZE: 16'O"W X 8'OH DESIGN LOADS: +24.0 PSF & -24,5 PSF TEST LOADS: +36.0 PSF & -37.0 PSF NOTE: IT IS mE CONTRACTORS RESPDNSI8/lITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTiON BEGiNS DANSCO ENGINEERING, LLC is RESPONSIBLE FOR THE STRUC1lJRAL INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BETWEE.~ FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWI~GS, CONTRACTORS' BUILDI~G METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATIENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION END STI LE HANDLE .llirrE...2; THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILllY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITI1 CURRENT BIJI!.DING CODES FOR THE LOADS LISTED ON THIS DRAWING, DES. BY MWW ORA W'lNG NO, 101980 REV. 03 13 GA. GALV, STEEL BOTTOM BRACKET, ATTACHED WITH (2) H 14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP, SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK, ONE LOCK ON EACH SIDE OF DOOR. OUTSIDE HANDLE END STILE OUTSIDE KEYED LOCK LOCK BAR LOCKING Clopoy Building Products Company All Rj~hta R~50f"'<ed. The arrangements depicte<i herein are tile sale property of tile Clopay Building Products Company and may not be reproduced in ony form without its written ~rm;s9ion. CEPe (513) 381-4800 312 WALNUT STREE~ SUITE 1600 C/NCfNNA T!, OH 452u2 OMs/on of C/opay 8ulld'mg Product. ~ --- - """- " "- / " / , / \ I \ , I \ I \ I \ / , / " / .......---", CHE:CKED BY MWW DESCRIPTION DOUBLE CAR MODEL 110RW4 & 120RW4 +24/ -24,5 PSF DESIGN LOAD SECTION A-A (SIDE VIEW) LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. DATE SCALE 8/25/99 NOTED INSIDE SLIDE BOLT lOCK OPTION L I o N --.J to <0 --.J C"') ,8 C"') 00 u... t;":' I C') O~d ~ to ~~~ o en ffiD..!B n:: '!]. D.. !:2 ::J: to ~::J:~ o ~ D..--D.. 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PRODUCT APPROVAL SPECIFICATION SHEET Simpson & USP Cross Over Chart with Florida Product Approval Numbers Florida Product USP Product Florida Product Simpson Product Approval Product Description Approval Number Number Number Number A34 FL474 Framing Anchor MP34 FL570 ABU44 FL474 Adiustable Post Base PAU44 FL569 CS22 FL1901 Coil Strap Tie RS300 FL822 H3 FL474 Hurricane Tie H10 FL474 Hurricane Tie RT16 FL565 H2,5 FL474 Hurricane Tie RT7 FL565 H6 FL474 Hurricane Tie LFTA6 FL820 HCP2 FL474 Hip Corner Plate Connector HHCP2 FL817 HDQ8-SDS3 FL474 Holddown UP H D8 FL817 HETA16 FL1901 Embedded Truss Anchor HTA16 FL821 HETA20 FL1901 Embedded Truss Anchor HT A20 FL821 HGUS210-2 FL474 Truss HanQer THDH210-2 FL821 HHETA40 FL1901 Embedded Truss Anchor HSUR/L410 FL503 Heavv Skewed U Hanger HTS 16 FL538 Heavy Truss Strap HTW16 FL820 HTS20 FL538 Heavy Truss Strap HTW20 FL820 HTT16 FL503 HD/Tension Tie HTT16 FL821 HTT22 FL503 HD/Tension Tie HTT22 FL821 HUS26 FL474 Heavy Joist Hanger HUS26 FL818 HUS28 FL474 Heavv Joist Hanger HUS28 FL818 H U S41 0 FL474 Joist HanQer HUS410 FL821 HUS412 FL474 Joist Hanger HUS412 FL821 HUSC410 FL474 Joist Hanger HUSC412 FL474 Joist Hanger ITT FL474 TF I-Joist Hanger THO FL815 IUT FL474 I-Joist HanQer THF FL815 LGT2 FL1423 LiQht Girder Tiedown LUGT2 FL568 LSS U21 0-2 FL474 Slooable/Skewable HanQer LSSH31 FL816 LSSU28 FL474 Slopable/Skewable Hanger LSTA12 FL1901 Strap Tie LSTA12 FL816 LSTA18 FL1901 Strap Tie LSTA18 FL816 LST A30 FL1901 Strap Tie LSTA30 FL816 LSTA36 FL 1901 Strap Tie LSTA36 FL816 LTS12 FL474 Twist Strap L1W12 FL820 LTS16 FL474 Twist Strap LlW16 FL820 LTS18 FL474 Twist Strap LlW18 FL820 LTS20 FL474 Twist Strap LlW20 FL820 L TT19 FL474 Tension Tie LTS19 FL822 LTT20B FL474 Tension Tie LTS20B FL822 LUS26 FL474 Joist HanQer JUS26 FL821 LUS414 FL474 Joist HanQer JUS414 FL821 MBHA3.56/11.88 FL538 Masonry Beam Hanger NFM35X1178U FL578 MET A22 F1901 Embedded Truss Anchor HTA24-18 FL859 MGT FL1423 Medium Girder Tiedown M S T 48 FL1901 Strap Tie KST248 FL822 MST60 FL1901 Strap Tia KST260 FL822 MSTAM36 FL1901 Strap Tie for Masonry MTS12 FL474 Twist Strap MTW12 FL820 MTS 16 FL474 Twist Strap MlW16 FL820 MTS18 FL474 Twist Strap MTW18 FL820 MTS20 FL474 Twist Strap MTW20 FL820 MTS30 FL474 Twist Strap MlW30 FL820 MTT28B FL503 Tension Tie MTS27B FL822 PA51 FL474 Foundation Strap TA51 FL816 SDS 1/4x2 1/2 FL1463 Strona Drive Screw SDS 1/4x4 1/2 FL1463 Strona Drive Screw SDS 1/4x6 FL1463 StronQ Drive Screw SP1 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 HanQer Set Pac 10 FL402,3 EXDOY HD Titen FL2304,2 Titen Anchor w ~ ~15~2 I-- ~~::ii-- - - 0 z o ~~a:~::l Z B:oz w D..::o;CJ <(0<-- <.9 :i!a:f-'~ ~I-- <(z:i!g DCJ<( o ~f!;~~ o gwQ<( ll.. ~~~~ , w WUl~i?i5 n:: ~Q5~~ <( OUlc>:__t.::I ::J frffi~Gir a w~~g~ U) ~--'~"':::J a~1~~ ~~~~~ <(0;:.<(0 ~ [ > ...J ';i ~ <n :t: N r-; o <n 8 ~ ~ o oJi ~ U ...J ...J f-o "-l :::J r/1 -< ~ [.'-0 Vl Vi ~ f-o t.:.J Q Q f-o Vl '" o o N S, 1 [.'-0 " J ~ g Vl ~ 8 N Q f-o ~ ~ ~ ...J "3 '" ,~ :3 ~ (;; As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the inform~tion and ap.pr.oval nun:bers on the building components listed below if they will be utilized on the construction project for which you are applYing for a bUlldln~ perml~. 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 Manufacturer Product Description Approval Number(s) 1. EXTERIOR DOORS A. SWINGING Plastpro Inc./ Nanya Plastics Distintion FibreQlass Entry Doors FL1321 Jeld-Wen Exterior Doors FL498,539 B, SLIDING Kinco Mk 2/3/4/5, Mk 2/3/4/5 HP, Mk 2/3/4/5 XHP FL126 BetterBilt (MI 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 FL123 A, SINGLE HUNG Kinco Mk 40/50, Mk 40/50 HP BetterBilt 165, 165/3000,740/3740, 3240/4250HP FL663 Fla. Extruders Series 1000/1500/2000 FL42 General Aluminum 1100/1140/1440/1450/1540/1550/1570/1900/ FL254, 1698 1940/1970 B. HORIZONTAL SLIDER Kinco RW HP, RW XHP, RW4-XHP FL124 BetterBilt 168/3168, 680 FL670 Fla. Extruders (Milestone) Series 1 000 FL43 General Aluminum 1180/1480/1580/1590/1980/1990 FL256, 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 00TDL/11 001450TDL/1450/1550/1570/1900/ FL255,263,1697 1970/5000/5300/5350 D. MULLION Kinco M03-04A, M02-03A, M96-08C FL957 BetterBilt Fla. Extruders (Milestone) FE5709/571 0/5711/5712/5713/5714/5718 FL974 FE5700/5701/5702l5703/5704/5705/5717 General Aluminum 1100/1900/1970 FL1252 3. PANEL WALL A. SIDING FL1965 B. SOFFITS Kaycan Ltd. 0605/0606/9500/9510 Aluminum Soffit Cameron Ashley BuildinQ 41550/45102/45102N Aluminum Soffit FL406 C. WALL LOUVER FL1363 D. GLASS BLOCK PittsburQh Comina Corp. Glass Unit Masonry installed w/Mortar E, OTHER 4. ROOFING PRODUCTS CT20 (and AR), Landmark 30/40 (and AR), A, ASPHALT SHINGLES Certain Teed Corporation FL250 XT25 (and AR), XT30 (and AR) B, UNDERLA YMENTS C. ROOFING FASTENERS 03-0930,08 D. ROOF VENTILATORS Air-Vent Inc. CRV Aluminum Ridge Vent NOA No. E, ROOFING TILES FL479 F, MODIFIED BITUMEN Certain Teed Corp.-Roofing Modified Bitumen Roof System G. SINGLE PLY ROOF SYSTEMS H. CEMENTS-ADHESIVES COATINGS I. ROOF TILE ADHESIVE J. OTHER 5. SHUTTERS A. STORM PANELS B, COLONIAL C. ROLL-UP D. OTHERS 6. SKYLIGHTS A. SKYLIGHT B. OTHER 7. STRUCTURAL COMPONENTS A, WOOD CONNECTORS/ Simpson Strong-Tie see chart ANCHORS USP Structural Conn. see chart B. TRUSS PLATES MiTek Industries, Inc. Truss Plates FL2197 C. ENGINEERED LUMBER Boise EnQ. Wood Prod. Versa-Lam SP FL1644 Wood I-Joists ALLJOIST FL1645 D. RAILING E, CONCRETE ADMIXTURES F, MATERIAL FECP COrD. (Cast-Crete) HiQh Strenath Concrete Lintels FL158 G.OTHER 8. NEW EXTERIOR ENVELOPE PRODUCT A. B. <..9 z On:: Ottj cnz z- <(<..9 OZ w U) Z o U) > w n:: L() .q- N .q- co N cry L() N r- W Q') C; a.. .q- to W 0 e> n <J} u.. Z ...0 C W <J} C ~ 0 a.. C9 en ..c c c <t: <J} ~ CO ::) <J} -) I ::) ~ E C ::) ~ ~ ~ DDD ('t') l 0> o. 0> -0 UJ> 0 -.J LO ~!ll Ow N (tl! =It 00 W -I tl!1JI 0 Of- .J1JI LLWO T""" .J~O ( \Q "'Q'" ttzw T""" f- lOt: 0 UJO:J I UICUI N LO I "- T""" T""" LO T""" ::l::~ --.J LLJO zU ~ ~~ W ::a; 0 >-:J: 0 ~~ 0 I-- z::a; -0 0:: 0 53f:: Z UI- :::lz a... OUJ I-- Or/) a... I 1t5a ~u_ <( w <.9 UJz!<2 coUJ> ~ - I-~a t- o:::: ~a:~ ~ >- 3:- 0 Z 0... ~UJ~ ::a;:J:-1 __LJ... ::) Z 0 ~--~ <( 0 cr6 0 ---l r/):J:z -!=UJ 0 0... j:=3:u 0:: SHEET NO. 0... n:: a... 0 0 <( w SFPA ~ 0 0 I - U) 0:: ::J 1.0 0 a a --.J LAST PLOT N @ LL DATE: January 05, 2005 NOTE: IT IS THE CONTRACTORS RESPONSIBiliTY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY, A,W DiSCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONAlS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED IIND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ,...--- ./ "- / " I '\ I \ ( \ I , \ J \ I \ I '- / " / '--_/ The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these prod~c~s, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, ~) the p~rformance charactenstlcs which the product was tested and certified to comply with, 3) copy of the applicable manufacturers Installation reqUirements, Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE L