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Home My WebLink AboutBIN B-3 PERMIT 4421 l!) o o o ~D) ,,-r-;";I ...J Lf) O'l 0 iJJ ci ...J ('I') <.0 i= a ~ ('I')O'l a::a::t: ,Lf) wa..a:l /1"1 ..... '<j" Cl.. (/) I ......., ......"" 0-0 Z 9~ a:::t:a:: - - Cl.. f- Cl.. 0- 0:::('1') <::: oD::: O..-i ~o~ (j)UJ li~ Q~~ z W w~:J _ z,,~ ~d63 _ ~u..: wwN 00 ~ OC:t:a: Z (JJ <l::f-o (/)0:1: UJ 0<.0 ~Zf- -.J <.0 00 ~ <l:: :J ~-.J..-i'<j" v;u~ oOffi ~:::J:J ~Lf)('\J ada:: '<j" -~ z 0 '<.Oct :i:-z o~() (/)ffio 0('1') ~wf= '<j"..-i z Z u Q~= I~i '0 wgoc qI [{Jz?- a.. a.. ~ C3 ~ G STRUCTURAL NOTES: TERMITE SPECIFICATIONS: GENERAL NOTES: STRUCTURAL DESIGN CRITERIA UJ ~o::: UJ' ~ ~ t2 W ~UJ I- ........ ~o~z I- -Vi05 O ~~tEu o:::oz~ Z lS:~~1- ~O<l:O LJ..J UJtEf-'z ~ ~z~o _ oUJ<l:o -.... UJ~(/')O I- I-<l:-z O 01-6<1: ~UJ-UJ o O'o:::(/')~ u.. (/)~t5~ . UJ(/) o:::Z 0Z~LLQ LJ..J ~QOo~ 0::: o(/)O:::I-u _ OZO~- ........ LLUJiiUO: ::> UJ~UJg~ a ~O~CO-.J U) ~-.J-o:::-.J g~1~~ :J~~~O::: <1:0;><1:0 FOUNDATIONS SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) FOUNDATION INSPECTIONS A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE 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 WATERICEMENT RATIO OF 0.63 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40, 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WNF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH A 2'-0" LAP PROVIDED 6. MINIMUM LAP 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 C90, 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-D-WALL SHALL BE PROVIDED @ EVERY OTHER COARSE OR 16" OIC WOOD CONSTRUCTION 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 CODES: 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 DOWl\<SPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALKS.(FBC 1503.4.4) 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE WALLS,(FBC 1503.4.4) 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAT 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL.(FBC 1403.1.6) PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS, 2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS-GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPOR- TIONED ( WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER 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 INCLU DE TRUSS FRAMING PLANS AND DETAILS SHOWI~~G 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. THE FOUOWING TECHINCAL CODES SHAll APPLY: 2001 flORIDA BUilDING CODE, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND 2002 NATIONAL ELECTRICAL CODES 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) LIVE LOADS: 20 PSF 10 PSF 40 PSF 40 PSF 40 PSF 17 PSF (SHINGLE) 15 PSF ORDINANCE 92-19 - APPENDIX "J" TO FBC PLUMBING 2001 CODE, 1. TANK 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 DEAD LOADS: WIND lOADS: (F.B.C.) 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 CERTIFICATE OF COMPLIANCE MUST BE iSSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPAI\iY 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 COI\iSUMER 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) 3000 PSI 3000 PSI CONCRETE STRENGTH @ 28 DAYS ('f) o o ~ (j) c;J Z ..-i 0 ..-i W (j) !;:( > o W ~ 0:: U) IJ"J o ~ Z o (j) 0:: W > VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2001 mc, 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 ASTM A185 ASTM A615-40 40,000 PSI ASTM A615-40 40,000 PSI WELDED WIRE FABRIC SHALL CONFORM TO ALL REINFORCING BARS ALL STIRRUPS AND TIES 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 REINFORCING: CONCRETE MASONRY UNITS: U) 00 N "<::t U) N N I'- ~ "<::t (J) 0 ('I) "<::t c.o W W W 0- 0- 0.. STRUCTURAL STEEL: 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 FRAMING: ~ (!) ..n c ~ c .c "- 0 c <.9 rJ) >. C :J ct ~ I (!) ~ I :J E .~ ~ i~~ 4. ALL OPENINGS SHALL COMPLY WITH 2001 FBC WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION, SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. UPLIFT CONNECTORS DESIGN LOADS: TOP CHORD LIVE AND DEAD LOAD: BOTTOM CHORD LIVE AND DEAD LOAD: TOTAL: WOOD ROOF TRUSSES: 27 PSF 20 PSF 47 PSF 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. 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. o "'" .,.... .,.... , 0) o (01'-- (,,}I'-- ("}l;'.j -.Ji.Q LLO) .(0 <(I'-- 0..' ~~ ~~ FIELD REPAIR NOTES DESIGN LOADS: DEAD LOAD: LIVE LOAD: TOTAL: 1. WOOD CO,,"STRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFlCATION FOR WOOD 1. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY CONSTRUCTION", 2001 EDITION. BE SUBSTITUTED WI (1) "SIMPSON MTSM16 TWIST STRAP WI 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR (4) 1/4" X 21/4" DIA. TITENS TO THE BOND BEAM BLOCK WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, AND (7)10d TO THE TRUSS FOR UPLIFTS OF 1000 LBS. OR ( I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER LESS. USE (2) FOR 2000 LBS. OR LESS. OTHERS MAY BE SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE SHALL BE SUBSTITUTED ON A CASE BY CASE BASIS. USED REGARDLESS OF SPECIES. 2. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUB- 3. Al\<Y WOOD FRAME BEARING WALL STUDS THAT ARE CUT STITUTED WI 1/2" DIA. ANCHOR BOLTS SET IN 3/4" DIA. X 6" FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH DEEP UNITEX "PROPOXY" 300 ADHESIVE BINDER FOLLOWiNG SIMPSON HSS2 STUD SHOES,TYP., U,N.O. ALL MANUFACTURERS RECOMMENDATIONS ( OR 1/2" X 6" 4. ALL STUCCO FINISH OVER EXTERIOR FRAME MUST BE 7/8" THICK RAWL STUD EXPANSION ANCHORS. ) PER ASTM C. 926-APPLY 3 LAYERS WITH TOTAL THICKNESS 7/8" 3. REGARDING MISSED REBAR IN VERTICAL FlLLED CELLS: OVER METAL LATH, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. THE OMITTED REBAR, AND INSTALL A 32" LONG #5 BAR INTO 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH THE EPOXY FILLED HOLE. USE A TWO PART EMBEDDEMENT EARTH OR CONCRETE TO BE PRESSURE TREATED. EPOXY (SIMPSON "EPOXY TIE SET", OR HILTI " 2 PART" . EMBEDDMENT EPOXY), MIXED PER MANUFACTURER'S *ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPOXY, GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED ALLOW THE EPOXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS POUR. THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S 4. HURRICANE STRAPS MAY BE SUBSTITUTED WITH A STRAP OF RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO GREATER HOLDOWN VALUE OR GREATER UPLIFT VALUE IN THE SELECT APPROPRIATE CONNECTORS THAT RESiST CORROSION. FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURERS FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT-DIPPED INSTALLATION INSTRUCTIONS ARE FOLLOWED. GALVANIZED OR STAINLESS STEEL FASTENERS. 5. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. DOT SODIUM BORATE (SBX) DOES NOT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES WOOD FRAMING INSPECTION NOT HAVE TO BE CONT. TO FOOTING) ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING FRA\I1ING INSPECTION. WOOD flOOR TRUSSES: 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) 15 PSF 40 PSF 55 PSF ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOil BEARING VALUE: ALL WORK SHALL COMPLY WlTHALL ,., PREVAILING CODES, FLORIDA BUlLDlN J CODE. NATtONAL ELECTRIC CODE ~ND CITY OF ZliPHYRHlLLS ORDINANCES '~ ~ BUILDING DATA INDEX OF DRAWINGS SHT NO: TITLE CONSTRUCTION rlPE - TYPE VI U;'\PROTECTED (SECTION 608 - FBC 2001) z o. -0 ~> >-.J -co Ow <(~ 90 ~I (/) AU) -.JI- LL(/) -.Jwo --I ~~g I-Zw --I zoC: Wo:J - O(OIJ"J :c >- S l.LJ 0::: - 0:::0.. > (V) wO::: zO 0 0 z() J- ctW ~~ J- 0 LJ..J rO (/) z::C Z C\J () ctIJ"J ~ l.LJ z -~ l.LJ I- 00 0 wcr:: 0::: 0 ()LL > er:: ~I- 02 () Z Ow o:::(/') Z 0 I- o..ZZ woo u.. 0:::0- - 0 :r: wz::~ >< cow> ~ f-1=15 "0 UJ 0 O-ct Zo::: ~~ ~ 0::: >-~9 ~ ctwO::: ~IO Z >- Zf-cC 0... :)f--.J 0 () Z :J~ 0..00::: ~ 0 (/')I~ ...J S:!::u.J 0 0 0... () f-~U I --l HEET NO, a.. C\J cr:: 0 CO () L() w A ~ 0 I ~ J: l"- (/') :J 0) tr) ~ 0 0 ('\J ~ J- LAST PLOT DATE @ April 15, 2005 L() 0 COVER SHEET ~ --l DE #250990 WIND SPEED 120 MPH WIND IMPORTANCE FACTOR - (Iw) == 1.0 WIND EXPOSURE - "B" (FBC 1606,1.8) INTERNAL PRESSURE COEFFlCIENT = +1- 0.18 (ENCLOSED SLDG) REVIEWED HAY 0 6 2005 A 1 1A 2 3 4 S-1 S-2 S-2A S-3 S-4 S-6 5-7 COVER SHEET FLOOR PLAN DIMENSION FLOOR PLAN STEM FOUNDATION PLAN ELECTRICAL PLAN ELEVATION PLAN (III) STEM FOUNDATION DET. LINTEL DETAILS LINTEL PLANS ROOF FRAMING (III) GABLE DETAILS (III) STEM WALL SECTIONS STRUCTURAL NOTES & HANGER INFORMATION STRUCTURAL NOTES & HANGER INFORMATION WINDOW & DOOR DETAILS ROOF INSTALLATION DET ROOF INSTALLATION DET MILESTONE WINDOW DET. MILESTONE SGD DET. STD. GARAGE DETAILS FL PRODUCT APPROVAL WIND BORNE DEBRIS AREAS DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-D" OF ALL EXTERIOR BUILDING CORNERS ~bwr TO SATISFY PROTECTION OF OP GS IBILlTY WINDOWS AND DOORS 120 MPH + 25,9 PSF I - 34.7 PSF (END) + 25.9 PSF/-28.1 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 120 MPH) SINGLE 9x7 +25 PSF I -32.0 PSF DOUBLE 16x7 +24 PSF I -24.5 PSF SEE ElEVATION PAGE FOR ACTUAL PRESSURES GLAZING B.APPROVE TTERS C. SUppl OOD STRUCTURAL PANELS BC 1606.1.4 MASTER REVISIONS S-7A DESCRIPTION DATE 5-8 S-8.1 S-8.1A S-9M S-10M S-11 SFPA ENGINEERED PLANS ON FILE f n.... p' f 't"~; . ">:~;;;>':)fi tt~.-......,;;- .' '.}.~;::.; :.. .'~ l~. ro' ....~.,.. :",---' ~'fi-'" r ;""~. f' ." w '.n;.,;;c~-,1i~ \ ::>;;1~;:.tg;/.r?~. '. o~ . ,..t.,.,,,, '.'.. CENTRAL FLORIDA DIVISION 600 N. WESTSl-iORE BLVD. SUITE 600 NOTICE TO BUILDER TAMPA, FL 33609-1140 1-813-769-5277 IT is THE INTENT OF THIS DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESS- ONAL TO CONSTRUCT THIS PROJECT, IN THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS CLARIFICATION"STOP..AND CALL THE DESIGNER LISTED IN THIS TITLE PAGE. IT is THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL THAT is CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE DOCUMENTS BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE, OXFORD 2003 4 I l!) o N .~ r-- D) ,,-f-, O'l ofrla' Lf)<.o ~O'l i=a~ ,I.{) ffia:~ <C '<j" Q.. (/) I 0<.0 ~:c~ o::~ Q..f-Q.. O..-i ~6 ~ -.Joo -f-W LL,-", ~zen IJ.J W :J IX I~a ()ct f-....W ctu..: WW~ W D:J:D: (JJ <l::f-O o<.oD)~~~ .....J<'O'<;f~<l::~ 68ffie3~s a.. Lf)N 0 a:: ct'<j" 000 '<.octzzz o~()<l::a:o 0('1) enltJi= '<j"..-i S' z u ('I') ~ i::::i] 6 x, ~t5~ g ~ 08 [lj . 0 Wen a:: OI [{Jz:>- ~o.. ~C3~ C0 o ...J ...J '..LJ ~o::: w" ~ ~ e w ~w I- () "",o~z ""-o~ I- x 1:2 0::: 0 o~o:u o ~ofS~ z n...~~1- <(0<(0 W ..LJtEI-Z /1"1 0::: W 0 ......., <l:zo:::o _ OW<l: ......... W~(/)o I- I-~ZZ o 0 0<1: 6~(i)w O ....z~ (/) ...... ~' LL W(/)~ Z 0Z::::; Q W ~Qoo~ cr: O,!>O:::I-u <:( ofSo~:J L.L.~C2un... ::> ..LJ_wg9;. ~ O:::Ol-co...... \,.J <I: -.J Z .....J U) ::)-.J-O:::-.J g~1~~ :J~~~~ <1:0;><1:0 ~ o Z 00::: oUJ (j)w ZZ ~~ Oz UJ ~ Q 40'-D" 16'-D" 10'-D" 14'-D" NOTE: *START DIMENSIONING HERE 1 ',.0" 10'-4" 5'-8" 9'-D" 10'-4" 3'-8" DOOR SCHEDULE DOOR QUANTITY MASONRY OPENING FRAME OPENING DESCRIPTION NUMBER 160700H 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 83 1/2" A,F.F. 3'-D" x 6'-8" DOOR (ENTRY) 3068 2 37 1/2"x 82" A,F.F. 3'-D" x 6'-8" BIFOLD 4068 1 49 1/2" x 82" A.F.F. 4'-D" x 6'-8" DBL BlFOLD 6068 1 73 1/2" x 82" A.F,F. 6'-D" x 6'.8" DBL BlFOLD 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 3-U S2 PATIO ('I) o q ~ (j) .-l c:j Z Z ~ 0 o ~ (j) (j) ~ > 0::: 0 W W ~ 0::: > CJ) ~ q ('f) DBL 25 SH * 8068 SGD 35 SH * -----.. IIr I 11111 " y' GENERAL NOTES: . 'I I:~: ='" = "" ,.... ~ ~ ~ ~ ~ ~ fiU\ . ~ ~~ ~ ~q ~ln ~..-i ~ ~ ~ I_I I II I." ~ ~ TYP. @ NON BEARING WALLS -III II r~: III 'II tal I TI - - - - - I..- - - - =~ :::-+ CHOSE fii BIBB ~ I..- ,I..- FAMILY ROOM 14'-0" X 16'-4" !2-U\ CARPET ~ 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 MASTER BEDROOM "" 5> r-- 13'-0" X 14'-4" '""CARPET BEDROOM #2 "'t ~ ..-i 11 '_0" X 10'-8" 8'-0" CLG. CARPET ~ ::J ~ ~ ~ ..-i "" l!) 00 N .q l!) N N I'- ..-1 .q m 0 ('l') .q ill W W w n. n. a. SIM, W/ (3) ~ ( f\ ~ _. _ _ _ _ _ _ _ ~x4 CO:UMN ~ _ f-----, \. [) I14=U\ SIM. WI . \ S6 J H-l0 ~ 12'-D" "" , ~----- I lQ' CLG 13'-6" 1 4'-4" I 18m ~ VAULT _ - - - - - - - - - :. I CJ) ('\J N 14'-6" ~ (]) .0 C 23 C .c. "- 0 C ~ (/) >, C ::J c::( ~ :c (]) """' :i ::J ~t~~ ~ 2'4" ~ ~ ~ ~ ~ ~ ~ ~ . ~('\J ~ ' . ~. 3'.4" 3'-6" 2'-0" 2'-8" 9'-10" 3'-4" 'I """ 8'-8" ~ 1 /''' / ~ ~r:=r 6068 = ~ , , RISH N r - 2668"" ~iF'" FLOOR~h~~ BATH Cr--, z~ : :1-L1NE c:d~ ~ ~~. 8'-0" CLG. ~ q o..~ I 10<( dfrF'" ::>. -", Ow I lri~ '3 VINYL 0 r-- ~ ~~ I 1 711A-l1\ 1}5 0 ~ ('I')T-r \S7A J. .C. VTR 0 '-~ Lo L ~~ ~ ~=:! ~ ..aJ _ I- I- i_r R r '\ 0 -, R" WA'I _ 5> D) ..-i "1 N N ~ .....J () o ..-i /~ ( .. FLOOR'G f13l:r I /f\L1NE \ \"SYt1:\-. "N 1/2 WALL @ 39 1/2" '-\ %' BRKFST WICOUNTER ABOVE 0;> ~ 11}5 10'CLG. _ ,.@.'42"A.F.F. N M '\.FLOOR'G I ~ VINYL ~ \ 8'~~ A\ t8 LINE ~ I 1'-8" 5'-2" '<j" 7'-6" ~~O t)"VMST. ~ WI~: r- _____m__ ---~:.~:--- ~ ~ ,.- 8'-0" CLG. I ~ ~ BATH CARPET I I II " ~ I ~ I DjW I[ S'l 1.:;:' ~ 8'-0" CLG. R/SH - N =J ~ l ('\J I - VINYL ~ DBL SINK ~o::: ~ (/') 0 r----' ~ W W/DISP. z~~ I C ~ I riwu~: ...AUN/ D) ~ $ KITCHEN g,L5~: = ~ -.;... HANSON BOX~ ~Ep;=1:: 8'-0"// ~ ('f) , " 10'-0" CLG !;(I I: . ~ '" ~. '" "" '~..J:7,; CLG;~ N -r-- 3.3 < VINYL . '" I :: I ~ '13U\ E..-i ~~ET01~~~:r::::~lr.DVINYL ~8L ~ RA~~~~D :---~;;1 J ~~ ;::: ~OVE TUB ~ I I 0 1 = '--/ '- ~\I I REF.: ~ ~ ::;: I I Ii":n-r1 1 "1 r -, I Ir\nTl I _ , ~ ~~~_~_J 5/SH -~--I / -I~-----: ~~ IC~v 2868 " 1..__... _J BO..L:!l 6'-4" SOLID 1.0 2'-4" I. 4'-4" -J, I~ 3'-8" 2 4" L gg~~ SIM, WI (2-)2X~1:s7 II ~ I I D) ~ COLUMN & \ ~7 ~ J > CJ) I ~ ~ MSTA36 @ TOP ~ 1:- II I ~I ('I) r-8"x4" FRAME (2) 2x8 I ~I" I r F~T E~p~~ j, OUT ARCH (TYP.) BM. WI 1/2" \, V L. ~L4 Qel'.LG_--1 19'-D" :---iTriF.--------i PLYWOOD FLITCH 5'-D" ~II 3'4" ~'l 1 LOCATE IN FIELD 1 ~ "~ : 22" X 36" MIN : SIM. f14A-IJ\ PROVIDE ~ ,_______________..J W/H.l0 \ S6 J PLATFORM FOR 13U ~ HVAC UNIT VERIFY 1 2 CAR GARAGE SIZE WITH MFGR S3 10'CLG. I _VAULT 1/2" DRYWALL ON FRAM8~~;C~S ~~~'C~(C~N DINING ROOM S ~ II R-11 INSULATION IN FRAME WALLS ~ 9'-8" X 10'-0' ..-i () LIVING ROOM 1/2" CD DRYWALL ON CEILING \if} CARPET ~ ~I 11'-8" X 14'-8" PAINT ALL '\.. I--~ - - - - - - - - - - - - CARPET 0;> ----------SEE-SPEClFICATIONSHE-EyFOR----------i I " Lo ) l1A-1 ~,..-i CEILING TEXTURE TYPE 1 \ \S7AJ ::J "'- : ..... ~ 6'-D" 2'-4" l'-D" ~ "'- 11'-8" ~: +l- /1 1 = "'- SIM, WI TOP CONN. (16-u\ I D '\... Y "'- PER DETAIL 3-U/S6 ~1 :. ~ 35 SH 0= FOYE-R ~ ~ ~(@ ELEV. ' @ ELEV. I ONLY ~~ I "" 5>: = ENTRY ~ "- 15G- II, IV , r-- 1 "1 N ONLY) 8 U ~' I In ~ ffi FLOOR'G = ~ - (@ ELEV. II, (15C-Ll\ 1 . ~ g LINE - 'J' ~ S6 IV ONLY) \E/ : CD .... -J. '<j" !11A-11\ (SIM.) ~ 1Fahr, ~}E>RECAST LINfE~ ~~IJ 11111 I] !I \S7A) :: ~ -" ~ DBL'5SH ~I /~ @ f12U S2 \8J (@ ELEV II, III ONLY) APR I 8 lOO!J I I ,)I';.I';.Q ~~, "'l -.J~~ V' WIND == 45 PLF R/SH ---- ~ I ~(/') ~'- ~Lf) . .. LL -.J a.. O'l ..-i II o Z ~ NOTE: REFER TO S9 FOR WINDOW ROUGH OPENING SIZES = 55 z RISH S'll'pw V5 3'-6~~~ _ --: ~~s ;n- ('\J = -:t 266g-'<;1'" ...., 4068 ~r_ . "-3'-4" / II 2'-4" II V 6'-4""11'" = ~~ ~ = - - - . Q 'It .... .... I 0') Q IDr-- Mr-- MN -JLn u..cn ~ID <I";- l1.M ~.... <OJ) 1-.... WALL LEGEND FRAMED WALL q Co '<j" 5> N ..-i q ~ I I I I I I I I I J , I I I I I I J I J I I J INTERIOR BRG. FRAME WALL 2X6 WALL "'-"""''''''''' """" """""""i MASONRY WALL 5> ..-i ..-i * I CJ) Lf) ('I) BEDROOM #3 (TYP.) f6-u\ \g) 11 '-0" X 10'-8" 8'-0" CLG, CARPET V/'''''' 5'-8" ~ \ ~1_IIl/VI'0!!~ DRYER VENT ~ THRU ROOF 1/ MAX LGT 25'-0" l/ ~ CONC,.../ ~/ CURB [JI 1/ (1-U\ , 1/ ~l/ l/ &t> l/ ~ l/ l/ ~ : 1/ 1/ +-l/ HOSE ~ (TYP.) BIBB v @ V 5-U V I S8 l/ ~ / ~) I ~ '" '" '" '" '" '" "" "" ~ 1 MASONRY SHEAR WALL !.. - - - - - - - z o. -0 !!2> >-J 25lX1 <w c~ -0 en ~:I: 0(1) -JI- --.J u..(I) -JWQ --.J ~~~ I-ZW ZQ!::: - WQ::J :r: OID(I) >- ~ lLJ 0::: - > 0 ~ 0::: 0.: ~ (Y) LJ..J w 0:: (/) Z 0 Z U Z 0 () <I: ..LJ lLJ ~ ~ 0 >- 0 lLJ I- Z J: 0::: <I: (/) C'J ::> 0 Z > - ~ o 0 () 0 Z '..LJ 0::: U LL Z 5~ c::: I- o w 0 I 0:: (/) - 0 ~ 6 Z ~ o:::uQ ~O LL w Z ~ IDw> ~~ UJ >< I- ~ 0 0::: o - ~ ~ 0 zO::o >- >- 3 - ~ <I: ..LJ ~ Z 0.. ~ J: ~ 0 () Z I- Z 0 :5 I- -.J n... 5 ~ 0 0 :) () ~ ~ ~ J: - W a.. I- 3 0 I --I N HEET NO. a.. CO 0::: 1 0 L.() () w I ~ q 0 f'-. OF I CJ) 0) 4 ::J oM Lf) 0 0 oM ~ ('\J LAST PLOT DATE @ L.() 0 April 15, 2005 oM --.J FLOOR PLAN DE #250990 MASONRY SHEAR WALL DOES NOT SHOW FURRING I I 11'-4" ~ r-- . INDICATES #5 VERTICAL IN CELL FILLED SOLID WITH GROUT 0;> In N I (/') Lf) N - - - - - - - l! - - -"" - - - - - - - - - - - ,- - IL..I 111I II. *- DENOTES EGRESS WINDOWS- PROVIDE A MIN. NET CLEAR OPENING AREA OF 5.0 FT SQ. GROUND LEVEL OR 5.7 FT SO. OTH ER LEVELS WITH 2411 CLEAR HEIGHT MIN^ 2011 CLEAR WIDTH MIN. AND BvTfOM OF OPENING WITHIN 44" FROM FINISH FLOOR 'J' o ..-i "" '" LL -.J a.. '<j" '<j" II o Z ~ ...... '" 16x7 OVERHEAD DO NOT NAI L LID DOWN 1-3/4" OR 2-1/2" LYWOOD OR OSB AREA TABULATION LIVING 1515 GARAGE 373 ENTRY 32 TOTAL 1920 WIND == 27 PLF . .. .:L '-4 " 16'-D" 1'-8" 3'-D" 3'-D" 7'.6" 7'-6" 19'-D" 6'-0" 15'-D" 40'-0" BASE FLOOR PLAN SCALE: 1/4" == 1'-0" 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. HVAC STAND DETAILS NO TO SCALE L SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. I NOTE: *START DIMENSIONING HERE L . 1'1 II :~I -"- - = '" - - - - - - - - - - - - :!:q - . -~ - - - q ('f) ;: 2'f4" ~ N ('\J - - - - - - - ~ -('\J - .' :; 7, -' \ - - - - - - -. - - - - - - - !t ::? D) '<j" I rj) ('I') ('I') ('\J :::;-][~ -..-i - - - - - - -- O? lo ('\J / / / / / / / ./ " / / / / / 5? /m / ..-i / ~ / / ~ / / / / ~ ,;1'-4" , 1----- 13'-6" I 4'-4" I 10'-4" , '" '" 3'-4" 0R?\Q. ~'" ) ~' V I <~ 5'-8" 19'-0" DBL 25 SH * '" '" I, II 16'-0" 5'-8" M :~: II II I I In. 40'-D" 10'-0" 14'-D" 9'-D" 1'-0" 3'-8" 10'-4" 8068 SGD 35 SH * 1M. 1111 1II111 I~: :~: 111'11- ~ ~ ..-i - - - - - - - - - - - - - - - - :!: - - - - - - q - ::: Co ..-i - - - - - . ~ I " rj) :r C\l Lf) N ~ ~ ..-i ------------------ 3'-6" 2'-0" I I (~ I 2'-8" ~~ 5'-2" '<j" l' ~ t'-- 1'-8" <j<.o ~ <.0 ('f) ~ C\l lr; ~8~ -' ~~ 6'-4" 2'-4" ~ I, iF" ,. 16x7 OVERHEAD 16'-D" 19'-D" 14'-6" 12'-0" 9'-10" 3'-4"" ~ 1d" I~- ii ~~ I I I I I I ~ "? N ttV. 7'-6" ~ ~ ('\J ,---:> - q ~(.) ~ j'~ ' 3'-6"J = N~ C\l f- -:t, 2668'""''1'. --, 4068 q- ~ "-3'-4" ) I, 2'-4" I, V 6'-4"V "= V~ := - ~ ~ ~ L ~ ~ ~ - ~r--------------------- ('\J , h N I I I I I I I I I I I I I I I I q (.) ~ ('\J 4'-4" u ~ N 5' ..-i ..-i * I rj) Lf) ('I') 3'-8" -----.:l 2'-4" ~~~_ <.0 . g '<j" ~ ~ ~ ~ - - - - 5'-D" r ____ ____ ~ ----3'4"-- ~L 11'-4" I I I I I I I f------------ f------~ ~ ~ :c rj) Lf) C\l :r o ..-i - - - - O? - lo - - ..-i . 11'-8" - - '" -'" :r - , - 0 '" - ..-i - - , - '" - - , - "'- - - , , - \- :::: I1111 II}I; 6'-0" ~ 2'-4" ;I,'-D" .., 1 z ~~ ~ '" 35 SH 0 11 ~/JJ ~~~ N---n -- ----- ----- --1,1 I I I I I I :r l!) :r '<j" 1]1 M - DBL 5 SH 1'-8" 3'-D" 3'-D" 7'-6" 7'-6" 6'-D" 15'-D" 40'-D" FLOOR DIMENSION PLAN SCALE: 1/4" = 1'-0" ::? ('\J ..-i ~ t'-- 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 WALL LEGEND FRAMED WALL q ~ I I I I , I I J I I I I I I , J I I , I , I , INTERIOR BRG, FRAME WALL I 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 SQ. OTH ER LEVELS WITH 24" CLEAR HEIGHT M1N"A 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 ~o::: w~~t2 LJ..J ~ w I- o ~o~z I- -Vi05 ~~Etu o o:::ozu z 8:~~~ <(0<1:0 LJ..J I..UO:::I-z o:::U:LUO ~ <(ZO::: ".,. OLUct:O ....... W~(/)o I- I-~ZZ O 0 oct: 5~ii5w o <(Z~ u.. ~(/)~~g LJ..J 0Z_ - ~Qoo~ 0::: ofIJo:::l-u ".,. ozo~- ........ u:..wC2UO: ::> w~woo.. ~ o:::ol-ffi< \.J <( -l Z -l U) g~ 1~~ w-lO>- :J>~zo::: ct:o;>ct:o o . oM Z o (j) 0::: L1J > ('I') o o ~ (j) C\l Z ~ 0 ..-i W (j) ~ > o UJ W 0::: ::> (J) rj) LO 00 N .;;t LO N N I'- ..-1 .;;t 0) 0 (Y) .;;t <.D W w w 0.: 0... 0... 'e.D (J) .0 C ~ "- <.!J <( (J) ...,... ::l -"I ...J.... ~ .~ ; ODD c ..c o c (/) >. C ::l ~ I o ...J ...J l!) o o C\lD) ,,-~";I t'--(j) 0&30' Lf)<.o ~(j) i=a~ ,Lf) ffi1f~ <('>t Q..(/)I 0<.0 ~J:~ o::~ Q..f-Q.. O~ f-z5~ -.J -f-W LL~ QZ{/) w!:!! ::J G ~ ~d fa o:ru.: IJ..Jwt:! W D:ID: (JJ <l::f-O {/)aI O<.oD)~zf- ....J<'O'<j"~<l::~ ....J..-i(j)c;;uz OOLf)w:j::J a.. Lf)('\J 0 a:: <('<j"ctac3o '<.o()~~z o~ (/)[50 0('1') ~~f= '<j".-i zz:u ('I')D) 5a6 -...- ::>~ ~' ~w ~ (JJw aoQ.. . Z wg ii! 00 (/)~>- .I w<(~ 0..0... ~a<l:: (0 o Z 00::: OW (j)W ZZ ~~ Oz W ~ Q e V .... .... I ~ (:) \01"'- (")1"'- MN ..J1t) LL.m -I.D <tl';- ll.M :!:.... <tC? 1-.... Z o. -0 !a> >..J iSl.'Q <tW o~ -0 (f) ~J: g~ --.J LL.(/) ..Jwe ~3~ --.J I-ZW ze!:: - We;:) :c ()\O(/) >- $ l.LJ 0::: - > 0 ~ 0::: 0..: ~ (Y) LJ..J wO::: (f) zO zu Z 0 0 <I: W l.LJ ~ ~ 0 )-0 L1..J I- z ::c <I: (/) 0::: N ::::> 0 z > - ~ o 0 () 0 Z I..UO::: U u... Z ::> l- CE:: I- o Z o W O:::(/) - 0 0 :r: o..Zz woo (!J 0::: U _ ~O LL I..U Z ~ cow> W >< I-t::B '8;~ 0::: 0-<( 2 0 zCZ:o >- >- 3 - ~ <( I..U 0::: Z Q. ~::cg 0 () Zl-LL ::s I- -l Z 0 ~ <I: 0.. 0 0::: 0 0 :5 0 ~i!:~ ::c - LU 0... 1-3u I --.J N HEET NO, a.. CO 0::: 1A 0 l!) () W I ~ ~ 0 I"- OF I (J) (j) 4 ::) ~ Lf) 0 0 ~ ~ ('\J LAST PLOT DATE @ l!) 0 April 15, 2005 FLOOR DIM PLAN ~ --.J DE #250990 I C.O. 2" 3" VTR ~ I I I I I I I I 2" VTR J I I I I I I LAV. DBL SINK I W! DISP & I DIW 3" VTR J I I I I I I TUB I " 2" HANSON BOX TO SANITARY SEWER PLUMBING RISER N.T.S L PLUMBING NOTES: ORDINANCE 604.4 OF FPC (2001)-APPENDIX "J" TO STANDARD PLUMBING 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 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 3'-D"x3'-0" AIC COMPo PAD 4" CONC, SLAB WI 8" X 8" THK'N EDGE. VERIFY LOCATION WI BUILDER 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. ~ (V) ~ r-- = ~ r-- :r r-- ~ ::? (V) D) <;t , ~ ('I') q c:o ~ <.0 5' r-- r.r-----------~ I r ;5 f I~; l'l 'll I, ,\! 'I /\ t~ III r......::-.;1/t,. "', .....\I~ 1111:::..~:II~ ,), \,. I J I \ \ ....1 l~ 1)1 '(, I \,)/ '~ ~-:-::::.:-:-j;J I I I I I I I I HOSE +-1 BIBB , I I I I I I I , 16'-D" 3'-8" 7'-D" I- I I I I I I I I I I - - ,...---------- I I I I I I , I (i9~ ~ 6'-0" 28'-2" . ~ 3000 PSI CONC. SLAB ~ ~ 00 ..-i *=* 5'-10" 12'-6" - E::~~11 LAV ,I I".... ,"/ I ....;:", I 1 , , 1 I -, i~~ _- WIC I I ;' .... \ r"""1 rl- _ _ _ -, 11'1-Jr.11 111\ / =1" II"r--'1 I I ' ....-.... c;> I I I jl I I L-, ~ (;) I I 1 1 I W 1 1 ,-,---------- --, I ,~I I, . I _---, I I '~L__..J' : :/i~-;--T-U-B-'''-\'' : : u-@m----..J , & \\ I I OPT. = I ~ 11 I I ":'l : L'~ ______,j...~~_~~_______________~ I ....::.....___,;..... I I 1 -----..-i 'I ,__________~ __..J - 8 ~~~~. ~ r-- , ~ STEP paWN 3.5" I 9'-8" . . NOTE: PROVIDE 11/2" DEEP X 12" WIDE RECESS FROM EXT. FACE OF BLOCK INTO GARAGE. USE 2x8 BETWEEN WALLS AND 2x6 BEHIND WITH 6" PAST EA. EI\D (JJ :5 (f) I U I- 0:: . .il , I I L ___ ;.'A" 16'-0" 19'-0" (12\ \S7 9'-D" fll\ ~ 40'-D" .- 10'-D" ~(JJ 15: ~ STEP DOWN 3,5" -- ------------------ 1'-8" 40'-D" 23 Sl L__________ ______~ I-----'r-- ---"I , ',r-~f--'" , DjW 'Ii ii " , 'Ii II " ':::::-i 1'-_.....'--_-'1 I ~_ _ ... :;;3 '- _ _ _ _ _ _ ..J DBL SINK ~ 2'-10" 14'-D" 3'-4" 5'-2" 3'-4" I- - --------- --------------- --------- , . -, I ----------- --------------------------, I I I I I , I , I , I I I I I I I I I I I I I : :1 OPTI : "';"HOSE INDICATES FILLED________ ~ I BIBB CELL FROM FTG. --+-.. 1 UP TO TIE BEAM :: W/GROUT & 1#5 :: _ ROD VERT. @ ALL :: '1 PLACES SHOWN I I . I I (j) I I ..-i~ I I (10\ I I \ S1 ) : : -...:::.;;/ I I I I I I I I I I , , I I ------..,- I ~I'.' ( ) I , I I , I I W/C 'TUB I I , I ~-, I I I \' I ........_...., I I I I II '\ ',I I : '~\' _/ I " It I t""t..__..., I . I '\~ ,/1 I I '-_:'.-/1 I I L-____..J..J___ __ ..J Ie-- ,=========== ===-___ uJ_ : , I , , , I I I I I 2';0" : 1 I I I , I , I , I I , I , I , I : . I I I I 1 I 1 I I ~,;- I , , I , I , I I I I I r-DRAINLlNE :: UNDER SLAB : · I -----___ ________________~-- I --------------------------~-- I I I , I I , , - 11'-10" LAV I 1 1 1 ~ 1 I I 1 1 I 2'-6" 2'-7" 31/2" 3000 PSI CONe. SLAB WI 6X6 10/10 W W M, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES fi9\Vi9Bv19C\ \g/~ t. I 1 I I~ -1 1 I f21\ ' \ Sl } Q3/4" CONTROL ~ JOINT ~----------T ------- I , I , I I I I I 8'-8" RECESS @ SGD ('\J , o '" 2'-7" ~~ '" , 00 I I , , , I r I I I I II :== , I I , . I I I : f---- O? en ..-i ,- I I TT-- II-- I I LI 3'-6" L -'" t. c:r '" ..-i r- -, , I , I , I , , , , , , I , I , 1 I 1 I , I I I I I I , I , I , I , I I I , I , , , , , , , , I I 1 I I I I I I I 1 I , , , I , I , , I I ~ ('I') (V) I I 1 , I 1 , I 1 - - - -1- _ _ _1_ - _ - - - -\- - - -\- - - 1 1 , I I I , I 1 1 I I .-------' --------- -------1 I I , I I I I I ---- , I I I I - 19 I _ Il!) I , I -~ . t---------- ______ ____ .J f22\ ~y ---------z-, (JJ 3!: I :5 0 I CI) 0: I 0... () UJ-' I- I- 111, - CI) ('1'), a. I I I ---r ,- f3i\ ~ ~ Sl S1 S1 ~ 00 '" -I I I I I I I I I , I I I : . I I I I I I I I I I I I I I , I. I ~ ~: I I I , I I I I I ----------------------- 4'-0" I I , . : . . - ----------- ------------- SCALE: 1/4" == l'-D" GD 6'-0" ------ ----------- ~ 7'.0" 4'-0" 15'-0" FOUNDATION PLAN w () I- o Z LJ..J (.!J ~ o o u.. LJ..J 0::: <( ::> a U) w ~o::: w' ~ C2 It I-I.lJLLJ- ~o~z ~-o~ xC/)o:::o O~LLU o:::ozu a.~w<l: ~0~1- ws:~~ 0::: W <l:z 0::: 0 oUJ <I: 0 W~(/)o I-~ZZ gwQ<I: "",o:::(/')w ....,~z~ (/')(/')w~z t3Z~LLQ ~000f-: 5 Y50::: l-eJ ~fDQ;S:;:J "",0::: '-"a. w~wqa. o:::o~ro<l: :3-l- -l o-l .o:::~ (/')~~~~ w-lO>- :J>g:zo::: <l:0;>~0 5' r-- o ~ z o (j) 0::: UJ > ('I') o o '" ~ '" ~ ..-i UJ ~ o UJ ~ (f) (f) (j) z o (j) > W 0::: L!) co N .q- L!) N N I'- oM .q- 0) 0 ('I') .q- to t..J UJ LLJ 0.: n.. n.. ~ r-- 'e.D (j) ..Q C (j) C (j) 0 .c .... (/) c <.9 c >- ci ~ ~ (j) 1 :i ::J &~~ o ~ (;) o ~ c:o q 00 '<j" ~ Lf) o ~ ('I) o ..-i I ('I) (/) ...J --.I - I >-25 0:::- 0> r-r- z(/) LLJLLJ >0::: zO -0 ~O ~~ 00 00 '...J ~CQ I~ ~CJ) ~r- LOO ~--.J ::? (V) ~ r-- 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 l!) o o N D) r-: N r-- (j) 5 ~ 0" l!) <.0 ~ ~O'l i=o~ ,Lf) ffig:~ <:( '<j" Q.. (/) I 0<.0 ~:c~ c: c;:;- Q.. ~ Q.. O..-i ~O ~ ci~ Q~~ I I lJJ~::::J I~ ~d63 ()u..: ww~ ~ D:ID: (JJ <l::f-O (/)0 I O<.OD)zzf- -.J <.O'<j" ~< ~ O-.J 8 (j) Vi ~ z l!) lJ.J...J ~ a.. Lf)('\J 0 . a:: <:('<j"..... 000 '<.Ou~~Z o~ (/)ffi 0 0('1') ~wf= ~@ ~~~ ___ ?:~O x, C2fil~ g ~ 00 frj . 0 wg a:: OI [{Jz>- 0.: a.. ~ C3 ~ <0 o Z 00::: OW (j)w ZZ ~0 Oz UJ ~ Q -.J -.J ~ ~ UJ I- (f) Lf) o o ('\J .t ~ o . APR I 8 lOW Q '<t .... .... I <') ~" M" MN ...Jll? LJ..<') -(-le a.' ~~ ~~ z o. iiic 5~ 6aJ <cW cD: -0 D:J: OC/) -.JI- LJ..C/) ...JWQ c2~g I-ZW zgt: Wo::) UCQC/) 0::: u: 0::: (Y) LJ..J I.lJ 0 Z U Z 0 () <I: W ~ ~ 0 >- 0 I- Z J: <I: (/') ('\.J ~ 0 ~ ~ 0 0 0 Z llJ 0::: U LL ~ I- 0:::: I- 0 z 0 w :r: 0::: (/') 0 a. z z w 00 ~ 0::: U - LL I.lJ Z ~ co w > UJ >< I- ~ 0 0::: 0 ~ z - <I: 0 0::: 0 ~ 3- ~ >- llJ 0::: Z 0.. ~ J:g Z I- LL :3 I- -l Z 0 ~ ~ a. o 0::: ~ U ~ ~ ~ ...J J: -w n.. I- 3 U HEEl NO. a.. 0:: 2 0 () UJ ~ OF 0 I 4 CI) :::> l!) 0 0 '" LAST PLOT DATE @ April 15, 2005 FOUNDATION (STEM) DE #250990 I , SOFFIT TO CEILING I -- [J ~ r---~,n, ~ ~ I I I I, I HOOD ~ :lil- - ~ ,iii I I'- ilil I \!) C! !J ,iii I llil I ~ ~ llil I D ,iii I llil I ill I ,iii I _ u it'- _ ., = , , ---- , , ARCH TO BE ONLY ON FRAME OUT. ACTUAL WALL WILL NOT HAVE ARCH. " I I ----------1 \ , ~ 00 REF. [OPTI @ 3/4" DRYWALL WRAP 2X4 WALL I I () ~ () <( 0::: <( LL ~ LL 0 Co ct:) 0 , ~ a.. <.0 0 0 1= f- 0 (JJ VARIES RANGE KITCKEN <D- ARCH DETAIL TYPICAL I ~f~ D~C~ TILE TO 16" 42" HIGH 11/ ABOVE TUB MIRROR~ 1/233 SH f : bdrn ~ ~ <D MASTER BATH INTERIOR ELEVATIONS SCALE: 3/16" = 1 '-0" L (----------------------------------------~ SINGLE PHASE 150 AMP BREAKER PANEL NEMA 1 30 CIRCUIT : METER SOCKET ~ ~ I L 11/2" RIGID NIPPLE WITH 2 #1 AND 1 #3 CU THW CONDUCTOR OPEN TO FAMIL Y ER\ ROOM F.F. IiiiiIII I I OfW CD ELECTRICAL LEGEND $ $2 $3 $4 10M DIMMER SWITCH COUNT @ 42" A, SINGLE POLE SWITCH DOUBLE POLE SWITCH THREE-WAY SWITCH FOUR.WAY SWITCH 4 KITCKEN -<?- CEILING FIXTURE :0: SCOUNCE ( WALL MOUNTED ) FlXTURE ~ 110 VOLT DUPLEX OUTLET (b 110 VOLT SPLIT SWITCHED OUTLET rib GROUND FAULT INTERRUPT rib WP WATER PROOF WI GROUND FAULT dtb 220 VOLT OUTLET @ SPECIAL SERVICES OUTLET ~ T.V. CABLE OUTLET ~ TELEPHONE CABLE OUTLET (@ RECESSED LIGHTING @ WATER PROOF RECESSED LIGHTING e BATH FAN ~ BATH FAN WI LIGHT : TUB I Ln_j 42" HIG MIRROR SHOWER TI LE TO 7'-D" DO 4 BATH =1 1== -- - 22 SH -- I I I I I -f--- TILE TUB--- 'TO 7'-D"--- I . I I I I i I I , \ TUB : ,__ __ _____.J o ~ SMOKE DETECTOR ~ FLOOD LIGHT 1_____________1 FLUORESCENT LIGHTING n n n U U TRACK LIGHTING CEILING FAN 6'.4" 7'.4" 1 ti \ I ~ C - -.....r ~ ',.- - - ) _-,1.0\ ~N..__ - ~ - - - -FAN-t, - - - - - - -- \ PREWIRE ' " I 10PTI V\ ) "" :r I'- I~ DOOR BELL CHIMES () @- DOOR BELL DISP DISPOSAL 0 LCJ DISCONNECT SWITCH ~ PREWIRE SPEAKER IT] JUNCTION BOX CD THERMOSTAT 0 LOW VOLTAGE LIGHTING [@] INTERCOM SYSTEM [EBJ GARAGE DOOR PUSH BUTTON ~ ~ "" "" , '\ -----__L---- '\ , " , q; " c:::::::J c::::::::J I I I I I I I I I I I I I I I I I I ~TRICAL RISER DIAGRAM V NTS ----------------------------------------- @ BATH #4 CU TO COLD ~ WATER PIPE & DRIVEN GROUND ROD. " / ' I / I I I I I \ :-n--~A-n~-i : Y,-": \ \ ~_~JI!.C_EI,.I;.CT_RJCn: \ ' IF REQ'D BY CODE \, '--^ 9'-8" Y ) / BY POWER COMPANY NOTES: 1- to 5' <.0 i ("'. , I I ' 'd C--.....r ~ 1:;:.--) FAN,I.o\~~ -- PREWIRE :;J 10PTl, / 10PTI --, TV: , ---.... I I 10PTI --, TV: " I I \ \ (/) w ~ I () 5'-8" \ ---1) FOR GARAGE DOOR OPENER r---------------------------------- -----------, : 10PTI " r6.NTER YON WALL ~ I \ I 3'-0" \) / -----d:-~,,..---) : r-- ,-==--~/-;---'=FAN~~~-- ~ /' PREWIRE ' I "" I OPTI v ~ ...-i 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 . ~ (j) ~ N 44" AFF 39" AFF 36" AFF 12" AFF 42" AFF 2" AFF --- -- ---- ---_____-- PREWIRE COACH LIGHT 10PTI -- 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.I. PROTECTED CIRCUIT PER 2002 N.E.C. 6'--0" w ~o::: ll.J w~~f2 f-wlJ..1- o <l:o~z ~-o~ I- x~o:::o O o~u:u o:::oz~ Z t~~1- LJ..J wQ~~ o:::ttw ~ <l:zo:::o _ ow~o ........ w~(/')o I- I-<l:-z O Of-6<1: ::JW-w o 00::: (/') ~ LL (/') <I: 15 <I: . w(/')~0:::6 LJ..J 0Z_LL_ ~Qoo~ 0::: o(/')o:::l-u _ ozo~- ........ LLWo:.:uo: ::) w~wg~ a ~o~CO-l ~-l-O:::-l U) 0' <i. en 0 ~<I: (/')0:::.:J...... :J~~~O::: ~0;><l:0 ~ ('IJ o o N , ...-i N ~ ...-i W ~ o W ::J (/) (/) (j) z o (j) > W 0::: o ~ z o (j) 0::: W > L!) 00 N o;;t L!) N N I'- ..-l o;;t m 0 ('f') o;;t <.0 w w W Q.. Q.. Q.. ~ N ~ C) .0 C C) C C) 0 .c '- (/) s::: <.9 c >. ::J or:( ~ :c C) 1 :c ::J ~ .~ i (f) I- DDD j Ii) 7'-8" (/) -I ---I - :c >-~ 0:::- 0> 1-1- z(/) LULU >0::: zO -0 ~O '3;~ 00 00 I....J ~co I~ ~Q) ~I- LOO ~-I , -- ----~- , ~ "" ELECTRICAL PLAN SCALE: 1/4" == l'-D" () ...J -.J l!) o o ('\J .N I'- D) "- G '. ,,.., (j) 0 W Q U/ <.0 ..., ~(j) i=o~ ,Lf) ffig:~ ..... '<j" Q..CI) I 0...... "... 0- 0 "" g: I a:: iY0)' ~Q.. O...-i ~O ~ ~~ Q~~ I I W ~ :J I~ ~d63 ()u..: WW~ L5 D:ID: (JJ <l::f-O ,,",0 I 0<.0 zzf- -.J <.0 00 ~ <l:: :J -.J...-i'J; C;;u ~ OOLf)W::J::) 9;: Lf)C\j 0 .n:: ...... '<j" al.!:l 0 '<.O<(~Zz o ()<l::a:o 00)' ~::::Jf= '<j"ri zzg ('I') ~ ~a 0 ><, C2fi~ ~~ aofu '0 i!3&Sa:: OI wz>- 0.: a.. ~ C3 ~ C0 o Z 00::: oUJ (j)W ZZ ~0 Oz w ~ Q Q V ~ ~ I ~ ~"" M"" MN ...J"? u-~ -10 ~~ :!E~ ~~ Z Q. -0 (/)> 5...J cD) ctW o~ -0 Cl::J: QC/) -.J.... U-C/) ...JWQ ~:i:g ... . W zZ'" w83 U\C(/) 0::: a.: (V) LJ..J w 0:: Z 0 Z U 0 0 <I: W ~ ~ 0 >-0 I- z ::c ~ (/') C\J ::J 0 ?;:~ o 0 0 Z ~ B: ::J I- 0:: I- o z ow I o:::(/) 0 Cl.Zz woo ~ 0::: U _ LL w Z ~ COw> UJ >< I- ~ 0 ~ 0::: ~ 0:.: <I: 0 >- >- s: 9 ~ <l:wO::: Z Q. ~ ::I: g Zl-LL :3 I- -l Z 0 :J ~ Cl. 0 :5 0 (/') J: I- - I- Z ::r: - w CL 1-3u HEET NO. a.. 0::: 3 0 () w ~ OF 0 I 4 (/) ::J Ii) 0 0 ('\J LAST PLOT DATE @ April 15, 2005 ELECTRICAL PLAN DE #250990 I II ~[~~ ~~] ~[~~ ~~] DECORATIVE CAPITAL ROOF VENT SCHEDULE ROOF PLAN III VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITtES, 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" DECORATIVE CAPITAL (TYP. OF 2) I () CJ:: ~ I..l.. o a.. o f- { q ~ ~ <;t _~} l'-D" ~ 1'-6" ~ o(j I -.J () ~ 0::: 0: ct ct LL ?? () _ 0 CO l.l.J ~ ~ >. 0 f= r-- 1= ct 0 0::: en o U l.l.J o LL o a.. o f- DECORATIVE CAPITAL DETAIL III SCALE: 1/2" = 1'.0" ---- D p + 24.5 .....: s ~ <.:;l F . 32.0 () I ~ 0 0 -.J OJ = ct 00 LLC9 l.J.J P + 23.1 J: 0(0 ~ s .. a.. 0 . 25.3 0 F I- 0 3 FIN FLR. 35 SH * L REAR ELEVATION NOTE: 1'0" OVERHANG SCALE: 1/4" = 1'-0" p +24.0 0 s .. F . 31.0 LITE TEXTURED DECORATIVE FINISH 8068 SG 0 111.2" ~ ..-i ~ I'-- 71h." CUT jSCORED DBL KEYSTONE DETAIL SCALE: 112" " 1'-{)" I -t- - - - LITE I TEXTURED DECORATIVE I FINISH -60" ~ >- () CJ:: 0 f- -.J Z en l.l.J LL @ 0 a.. C? '-' ~ (:) z ~ ~ Ci:: <.:;l L5 I 09 en L5ec C? I (0 ~ 0 0 ~ 8" FRIEfE BAND +0" +0" ~-- 16" CUT 35 SH BAND - FIN. FLR. ENTRY DET. III NOTE: ALL BANDING/TRIM TO BE CUT/SCORED NOTE: 1'0" OVERHANG SCALE: 3/8" == 1'-0" p + 24.5 s F . 26.7 ~ () o ......I ~ (JJ D) is a.. o I- DBL 25 SH * FIN. FLR. ~ () o -.J . ro CfLL - 0 000.. o I- >- 0::: I- Z l1J @ <.:;l Z 0::: ~ ~ o (JJ ..-i LITE TEXTURED DECORATIVE FINISH I- D p + 25.9 <.:;l I S 0 F .28.1 ~ ~ I (0 ~ 0 1/2 33 SH 0 z 3 >- CJ:: f- Z l.J.J @ ~ <.:;l ()= z g??Ci:: (JJ~U5 = LL (JJ CfO . a. 000 I- 2'-0" BANDING RETURN @ SIDES FIN. FLR. FIN. FLR. LEFT ELEVATION III NOTE; 1'-0" OVERHANG SCALE: 1/4" == l'-D" ~ () o -.J (JJ LL q 0 Co a.. o I- .0 a 22 SH p + 25.9 s F . 28.1 D p + 25.1 5 F . 27.3 p + 24.5 5 F . 26.7 I- <.:;l I o LiS ~ I <.0 ~ o o z 3 LITE TEXTURED DECORATIVE FINISH ~ () o -.J ~ OJ 00 LL o a.. o I- FIN. FLR. 2'-0" BANDING RETURN @ SIDES FIN. FLR. 35 SH * 25 SH RIGHT ELEVATION III NOTE: 1'.0" OVERHANG SCALE: 1/4" = l'-D" 35 SH ENTRY o ..-i , ~ Lf) 3'.0" 3'-0" DECORATIVE CAPITAL (TYP. OF 2) 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. 1'-6" 6'-0" 1'-6" 9'-0" ~ () o -.J ~ ~ 00 0 a.. o I- .....: <.:;l I _ LL - 0 Jo ~ 0::: ..-i Z ~ ~ PARTIAL FLOOR PLAN SCALE: 3/8" == 1'-0" 8" FRIEZE BAND >- 0::: I- Z l1J ~ @ o <.:;l ..-i Z Ci:: LiS (JJ 00000000 00000000 00000000 ------ gggggggg FRONT ELEVATION III 35 SH .....: <.:;l I o = ~ r:tI t..D~ o o 3 RN. FLR. +0" +0" ~ () o _ -.J o(JJ .' LL 000 a.. o I- 6" CUT BAND 4/2 CUT BAND 16" CUT BAND 16" CUT BAND DBL 25 SH 16' X 7' 32 PANEL OVERHEAD DOOR p + 24.0 s F . 26.2 NOTE: ALL BANDING/TRIM TO BE CUT/SCORED p + 21.6 s F . 26.2 p + 24.5 s F . 26.7 NOTE: 1'0" OVERHANG SCALE: 1/4" == l'-D" LJ..J () I- o Z w o ~ o t2 w 0::: <( ::> a U) w ~o::: w.~~t2 t-wLLI- <(O~Z ~-O~ x (/) 0:::0 0~U:0 O:::Oz~ ll. w...... ll.~~1- <1:0<1:0 W[fl-z 0::: w ~zo:::o OW<l:O w~(/')o I-~- z 01-6<1: ~W-W O'o:::(/)""" <I: Z..::; . ~~~~zo 0Z_LL ~QOoi= 0~0:::1-5 or5O~::J LL"",,0::0ll. w~wg~ ~o~co -l- -l 5-l .0::: <i. (/')~(/')o~ O:::-l'-..., w-lO :J>~ZO::: ~0;><l:0 o ~ z o (j) 0::: UJ > ('I') o o ~ (f) ('\J z ~ 0 ~ (j) ~ > o W ~ rr.: rJ) rJ) L!) 00 C\l '<:t L!) 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W zZI- w05 ug(/) 0::: n..: (V) LJ..J wO::: z 0 z 0 0 () ~ w ~ ~ 0 >- 0 I- Z J: ~(/) N 0 z ~ - ~ o 0 0 Z ~ tE 3~ 0:: I- o w ::c 0::: (/') 0 a. z z woo ~ O:::u_ LL wz~ COw> UJ >< I-~O ~ 0::: ~ 0:: <I: 0 >- >-:1:9 ~ <l:wO::: Z 0... ~ J: g Zl-LL Z 0 ::il--l ll.i5~ :3 () ~~~ J:-W a.. 1-30 HEET NO. a.. Cl:: 4 (III ) 0 () l1J ~ 0 I 4 If) :J I.{) 0 0 ('\J LAST PLOT DATE @ April 15, 2005 ELEVATION "111" DE #250990 r W.W.M. 2-#5 REBAR REINF. SEE PLAN F.F. '16:'J INT. BRG WALL 2 X 4 (ALSO SHEARWALL) SCALE: N.T.S. REV.9j03 (1) #5 REBAR CONT. HICKENED EDGE REV. 08-20-04 SCALE: N.T.S. DOWELS WI 900 HOOK @ FOOTING - SEE FOUND. PLAN FOR LOCATION z 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" OIC FOR STEMWALL ~ 4'.8" & @ 2'-0" OIC FOR STEMWALL..s 6'-0" DOWELS WI 900 HOOK @ FOOTING - SEE FOUND. PLAN ~ w FOR LOCATION () = .....J tna.. NCI) HEADER BLOCK WI #5 REBAR CONT, @ SLAB LEVEL F.F. HEADER BLOCK WI #5 REBAR CONT, @ SLAB LEVEL #3 REBAR WI 900 HOOK @ 36" OIG _ I=tN' · ~, _' ~w 'z . -,. , . -, ~ - ,. .. Ilrr. ,. .. bt.1 ~ I M FINISH GRADE 8"CMU WALL EXTEND W.W.M. INTO HEADER BLOCK, , BEND 900 & HOOK .. 3 ' . '.~ , . '.~ = OVER #5 CONT. Ilrr. ", b.... 't ... 00 ,. t;Q ,. ", I .. - ,. ,,,.. . '\; 16" N .,., FILLED STEM WALL SOLID WI GROUT 2 # 5 CONT, ON 3" CHAIR EXTERIOR BEARING STEM WALL FTG. l-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 - -- - --.E.F~ --.t. SEE FOUND. PLAN . 1 SEE PLAN FOR LOCATION ..' --':-,-,--' r-.--'-l t FI N ISH ;. ~ " I GRADE M 2 FRONT WALL OF GARAGE 1/2" EXP. JT. ALIGN DRIVE WI BOnOM OF RECESS & PITCH DRIVE PROVIDE 11/2" X 12" SLOPED RECESS AT GARAGE DOOR N .,., 3.5" CONC. DRIVE w/CONT. JOINTS 10' O.C. TYP. Zl 2 EXTEND W.W.M. INTO HEADER BLOCK, BEND 900 & HOOK OVER #5 CONT. W.W.M. #5 REBAR CONT. (2) # 5 CONT. ON 3" CHAIR ,-- .,.,.-, . . FI LLED STEM WALL SOLID WI GROUT EXTERIOR BEARING @ GAR. j, 16" } FOOTING @ GAR. DOOR SCALE: N.T.S. SCALE: N.T.S. STEM WALL FTG. 1-STORY STEM WALL FTG. 1- STORY 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.- -'~r.- ~ , 7,' ~ ,. "f ,. ,. ) , t. ,. b. .. .. ".,: ..,. 0'-0" FIN. FL. 1/2" EXP. JOINT DOWELS-SEE PLAN FOR LOCATION DOWELS-SEE PLAN FOR LOCATION STEM WALL FTG. SCALE: N.T.S. RAISED FND. BALANCED FILL l-STORY STEP DOWN @ PORCH L S.G.D. SILL DETAIL STEM WALL FTG. SCALE: N.T.S. RAISED FND. BALANCED FILL 1- STORY 2-#5 REBAR- 3.5" W.W.M. 11 16" 116" 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 BBISl 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 3 1/4" CENTER BLOCK @ FILLED CELL 12" BELOW F.F. FOR STEM WALL ~ 6'-D" & 30" BELOW F.F. FOR STEM WALL ~ 8'-0" & > 6'-0" 1 1 10d x 3" @6"0.C, 2x4 STAKE W/MIN. 2'-0" PENETRATION INTO SOil @ EA. FILLED CELL FOR STEM WALL ~ 4'-8" @ 4'-0" O/C 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 CD 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 a.. w - FOR LOCATION ~ ~ tna.. NCI) HEADER BLOCK WI #5 REBAR CONT. @ SLAB LEVEL #3 REBAR WI 900 HOOK @ 24" OIC l=t= r;- N __w , . · ~, 1 .,., Z I M2 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 ~ ~ o , 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 e. ~~, .. .... l '9 ,. , , 0", tl.".O" .., ,. .... .., ... ... ,. 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 1/2/1 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 1511. 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 C90 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 ON' ~ ...J I'- D) "- t:5 ' ...J Lf) Pd 0 W ci ~(j) i=a~ ,L() ffig:~ c( '<j" Q.. CI) I 0<.0 ~i:~ ~ Q..f-Q.. ~ ~ ~5 ~ LL~ Q~~ I.J.J ~ :J I~ ~d63 ()u..: WW~ ~ a:: I a:: en <l::f-O Cl)a I O<.OOOZ~5 -.J <.o'<j" ~ <( <l:: -.J ...-io (j) C;; U Z o L()W:::J:J a.. Lf) '" 0 a:: <( "ado , '<j" <( z ~ <'o()<l::-z o ~ (/)ffi 0 0('1') <.:l.J.Jf= '<j"...-i z Z U (')~ 3:~5 x, ~~ ~ g w 00 a.. . Z wg ~ 00 enz>- . 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AND THESE SIGNED AND SEALED DRAWINGS MUST 8E 8ROUGHT TO THE AHENTION 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 #250990 I PRECAST "U" LINTEL WI 1-#5 CONT. IN GROUT @ OPNGS. 6'-0" & OVER. PRECAST IOU. LINTEL ALL OPENINGS UNDER 6'-0". STD. 900HOOK (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 ..., VVy yvv I ",,)('X,/ :-<)0'0;,;.' ~ '.J~ '.)\)<y' ~ "^-/ / ~ / 'V"'al ~ #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE #5 REINFORCING BAR ~< ~ 19~ 25" MIN. LAP l' 'n, .J(~:'R~R=G:;: 'QW ~ #5 LAP SPLICE '\/\/\/ 1 36" MIN. LAP 1 1 "xd~ ~~^~~:~~~~:~~~;~~~~^~~ :I~/ , #6 LAP SPLICE 10" TYPICAL REBAR SPLICE DETAIL #5 STD. 900 HOOK SCALE: N.T,S. A-2 3/4" GRO UT COVER EXISTING MASONRY WALL EXISTING FOUNDATION 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 BEiWEEN 11/2' iO 3 1/2' CD SECTION RETROFIT OVERHANG DETAIL 3-3104 D.M, N.T.S. L LINTEL BEAM: 1 COURSE LINTEL BLOCK WI 1 # 5 BAR & GROUT MIN, 25" LAP SPLICE (ACI 530) ,lIIIiC I\ON-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 @ LOCATIOf\<S SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) 31/2" 3000 P.S,!. CONC. SLAB OVER 6 MIL V.B. OVER CLEAN COMPACT. TERMITE TREATED EARTH FILL REINFORCED WITH 6x6 Wl.4xWl.4 WWF -~ I " '4-..'(......'4...4.,' . · ......'1... I '" ~.' '" ,," , tl' ~ .. 'I": . 4;~:":-'~ . ... .. . . TOP OF S~~ ~ NOTE: SECTION BETWEEN DOWN RODS ARE CONSIDERED SHEARWALLS UNLESS OPENINGS ARE BETWEEN THEM. TYP. SHEARWALL SECTION SCALE: N,T.S, 9/16/03 TH ______ EXISTING U-BLOCK WI 1 #5 CONT, DRILL 3/4"X 5" MIN. HOLE SET BAR I N EPOXY CAP TO PREVENT LEAKAGE #5X6' EMBEDDED INTO EXiSTING U-BLOCK LINTEL >- 0::: Z o :Q ~ I..L. o W () ~ I- :J () ~ (fJ -#5X6' IN CONC. FlLLED CELL FILL CELL FULL HEIGHT WI NON-SHRINK GROUT SECTION SCALE: CD w () :J a.. (fJ a.. :5 Lf) N #5X6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"X 5" MIN. HOLE SET BAR IN SIMPSON "SET" EPOXY OR EQUAL EXISTING FOOTING RETROFIT FILLED CELL DETAIL 1/2"=1'-D" OVERHANG FILL 1st 4 COURSES SOLID W/GROUT RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/8' TO 11/2' NOTE: FOR OVERHANGS LESS THAN 3/8' . NO REPAIR REQD. TYP. TIE BEAM FlLLED SOLID WI GROUT & 1 #5 REBAR CO NT. 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 BEARIt\iG WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 2" X 4" P.T. W/ 1/2" X 8" "J" BOLTS @ 40" O/C (MAX) OR 1/2" X 6" EXPANSION ANCHORS @ 40. O/C (MAX) OR 27/8" HILTI X-DNI NAIL @ 12" O/C (MAX) OR 1/4"\zsX 3" TAPCONS @ 16" O/C (MAX) ASTE.NERS (SE.E OPT.) NOTE: ANCHORS TO BE 6" (MAX) FROM TOP & BOTTOM FRAME (EXT.jBRG.jSHEAR) WALL TO MASONRY CONNECTION DETAIL SCALE: N.T.S. REV. 8-31-04 TH 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" HILT! X-DNI NAIL @ 12" O/C SHEAR = 140 PLF 1/4"~X 3" TAPCONS @ 16" O/C SHEAR = 198 PLF NOTES: (1) IF RETROFlT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT CONTACT ENGII\EER 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 ACI 530. 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" OIC BETWEEN HEADER & TOP PLATES WIUSP SPT24 @ TOP & BOTTOM (U.N.O.) WHEN APPLICABLE. USP MSTA24 ~OPEI\ING~ HEADER PER PLAN 2x4 P.T. CRIPPLE STUD ATTACHED TO MASONRY PER DETAIL 3U/S2 03/30105 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 SCALE: N.T.S. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. o ...J ...J ~ o Z 00::: OW (j)UJ ZZ ~c:J Oz W o . ~ Z o (j) 0::: UJ > M o o N (j) ~ Z ('\J ~ 0 ~ (j) ~ > o UJ w 0::: ::) en (fJ :J.J ~ a:: UJ wi!; ~f2 ('... ~ W .l... I- ......., ~ 0 ~ Z L- x~~6 '-o5.l...u O a:: 0 ~ u Q.. ~ '" Z :a: ~ ~ 6 W 1i!ff~~ c:J ~tlJ~8 <:( w~(/)a ~ f-;::zZ .-00'" O :JW-WJ O'D:(/)~ o CJl<l::tlJ", LLt5~~ff W ;:: Q 00 /Y g~~~ 1..1.. II. 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I vSI r-.~~' ~-;:_,_ ~ ',:'__': I ':';;;" I I II;] k;;;;\ ;;f:~~;1 . ..... r~-.\ -:~ lf~:~:l {"'--"I 1:1%,! f1"fi 1 I 1ff:j J~1 I~l .rl-, !::~Jrl 1!lt'1 Ii i~- i I .1 I . i . f:[!" t)'\i'i :, ,"j .: ---1 -,; --. ,}.; J:-.I 1\ i jil~..1 I. i 1,1 ~J I..:i J . I ~'i 'ft:"iii ,_." i 1~1f'! o '<;t ~ ~ , Q') o (01"- C"') l'- C"')N ..JU{ LLQ') <~ a.' ~~ ~~ z o. -0 ~> >..J -OJ Ow <(n::: go n:::I Oen ....JI- LLen -.Jwo c2~g I-ZW zot: Wo:J U(OU) (Y) 0 0:::Cl.. wO::: 0 LJ..J zO zU <(w N 0 ~~ >-0 z::C 0 I- <I:(/) ~ Z - ~ e::: 0 00 wo::: Z ULL t2 ::)1- OZ I- OW W O:::(/) Cl..Zz ~ > I-~a Z 0-<1: 0::: zO:::o >-3- Z >- <(wo::: ~::cg ~ 0.. Zl-LL :Sl--l -' 0 o..5~ ~~~ Q.. 0 ::c-w 1-3u SHEET NO. a.. 0::: 0 8-2 () w ~ 0 I (fJ ::) Lf) 0 0 ('\J LAST PLOT @ DATE: April 15, 2005 NOTE: IT ,S THE CONTRACTORS RESPONSIBiLITY iO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGI'-iEERING, LLC IS RESPQNSI8LE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIG" PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWI'-iGS ~uST BE 8ROUGHT TO THE ATIENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF COro.,STRUCTION, , , , , I I I I I I I I \ \ \ \ \ \ , , , , ------ / , , , , , , \ \ \ \ I \ I I I I ( I I I , , / / PLACE SEAL HERE DE #250990 ....------.... . I AFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-L1NTELS <S~~@OO SAFE LOAD - POUNDS PER LINEAR FOOT 8F8-D B 8F12-OB 8F16-0B 8F20-OB 8F24-0B 8F28-DB 8F32-0B LENGTH * 8U8 8F8-1B 8F12-1B 8F16-1B 8F20-1B 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 11809 2561 2751 3820 4890 5961 7034 8107 4'-0' (48") PRECAST 1966 2693 4605 6113 7547 8974 10394 11809 4'-6" (54') PRECAST 1969 2110 2931 3753 4576 5400 6224 1599 2189 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) 8328 (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 3685 7'-6" (90") PRECAST 743 1011 1729 2661 3898 5681 8467 (44) 6472 (15) 699 1160 1625 2564 3486 2818 3302 9'-4" (112") PRECAST 554 752 1245 1843 2564 3486 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 1428 2316 2883 471 755 1838 424 706 1002 1326 1697 2127 2630 14'.0" (168") PRECAST 279 442 706 1002 1326 1697 2127 2630 NR NR NR I\R NR NR NR 14'.8" (176") PRESTRESSED N.R. 458 783 1370 1902 2245 2517 2712 PRESTRESSED t\R NR NR NR NR NR NR 15'-4" (184") N.R. 412 710 1250 1733 2058 2320 2513 r--.R NR NR I'<R NR NR r--.R 17'-4" (208") PRESTRESSED N.R. 300 548 950 1326 1609 1849 2047 NR NR NR NR NR NR NR 19'-4" l232') PRESTRESSED N.R. 235 420 750 1037 1282 1515 1716 21'4" (256') PRESTRESSED NR NR NR f\R NR NR I'<R 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 r--.R NR NR r--.R NR NR NR 24'-0" (288") PRESTRESSED N.R. 129 250 450 654 884 1092 1222 (#) 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 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-L1NTELS <S~~ SAFE LOAD PLF ~ REINF. LENGTH * 8U8 8F8 CMU** 2'.10" (34') PRECAST 1293 1642 2135 3'.6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54') PRECAST 592 591 1057 5'.4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'.6" (90') PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-13" (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'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4' (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'4" (232') PRESTRESSED N.R. 148 51 21'-4" (256') PRESTRESSED N.R, 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 (**) SEE SAFE LOAD TABLE NOTES 5 (*) LENGTH = OVER ALL LENGTH OF LINTEL SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LlNTELS @ @ @ <S~~~ SAFE LOAD - POUNDS PER LINEAR FOOT ~ 8F12-lT 8F16-lT 8F20-lT 8F24-1 T 8F28-lT 8F32-lT LENGTH * 8F8-2T 8F12.2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1569 2524 3547 4569 5591 6613 7636 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1363 2192 3079 3966 4853 5740 6627 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 4'.6" PRECAST 1207 1940 2724 3508 4292 5077 5861 (54") 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" PRECAST 835 (12) 1340 1880 2419 2959 3498 4038 (78") 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" 591 680 1133 (15) 1471 (151 1811(15) 2152 (16) 2494 (15) (112") 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'.0" (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'.0" (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) o o o o @ @ ELEV. (I) (B.O.L. @ 7'-4" A.F.F.) (T,OB, @11;-0:A.F.F, ELEV.II) @ (TO,B, @ 10-8 A.F.F., ELEV.lli) (T.O.B, @ 12'-4' A.F,F, ELEV, IV) @ @ (#) THE NUMBERS IN PARENTHESIS ARE PERCE~T REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAFE LOAD TABLE NOTES NO. 12 (*) LENGTH = OVER ALL LENGTH OF LINTEL SAFE GRAVITY LOADS FOR B" PRECAST w/ 2" RECESS DOOR U-L1NTELS SAFE UPLIFT LOADS FOR 8" PRECAST wi 2" RECESS DOOR U-L1NTELS <S~~ SAFE LOAD - POUNDS PER LINEAR FOOT ~ 8RF6-OB 8RF10-0B 8RF14-0B 8RF18-0B 8RF22-0B 8RF26.0B 8RF30-0B LENGTH * 8RU6 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B BRF30-1B 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 8060 (34) 7917 (19) 9311 (19) 859 1653 1600 2124 2649 3174 3700 5'-10" (70") PRECAST 810 1113 2342 4242 6639 (10) 8060 (39) 7402 (19) 8706 (19) 901 1825 3120 5048 7747 9448 7360 6'-8" (80") PRECAST 797 901 1825 3120 5048 9479 7915 10893 (32) 755 1490 2459 3776 5743 7239 5623 7'-6" (90') PRECAST 669 755 1490 2459 3776 5743 8998 (19) 10893 (48) 466 999 1568 2253 3129 4091 3146 9'-8" (116") PRECAST 411 526 999 1568 2253 3129 4150 5891 (47) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAfE LOAD TABLE I\OTE8 NO. 12 (*) LENGTH = OVER ALL LENGTH OF LINTEL SAFE LATERAL LOADS FOR 8" PRECAST wi 2" RECESS DOOR U.W-HELS <S~~ SAFE LOAD PLF ~ 8RF6 REINF. LENGTH * 8RU6 CMU** 4'-4" (52") PRECAST 758 757 1365 4'.6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'.8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 (**) SEE SAFE LOAD TABLE NOTES 5 (*) LENGTH = OVER ALL LENGTH OF LINTEL <S~~~ SAFE LOAD - POUNDS PER LINEAR FOOT ~ 8RF6-lT 8RF10-lT 8RF14-1 T 8RFl8-lT 8RF22-lT 8RF26-1 T 8RF30-lT LENGTH * 8RF6-2T 8RF10-2T 8RFl4-2T 8RFl8-2T 8RF22-2T BRF26-2T 8RF30-2T 905 1748 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 3865 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) 1980115) 2322 (16) (116") PRECAST 395 589 1135 1514 1893 2272 2652 #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M,U, GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY ~... . ., o 0 -.J et: -.J ~ et: o Z l- et: ~I o~ ~ Zw If) : I m <.0 ...-l ...-l LINTEL SCHEDULE ~'-Q.'- .::-0.:..... -' (#) THE ,\lUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE SAfE LOAD TABLE NOTES NO. 12 (*) LENGTH = OVER ALL LENGTH OF LINTEL t 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 B/1T NOMINAL WIDTH J J LQUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP @ /.... ,'. ,'" -, 8F8-1B/OT @ 8F16-0B/H 8F16-1 Bin CD 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 GENERAL I\OTES . 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. 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. 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 L 8. For composite lintel heights not shown, use safe load from next lower height. 9. For lintel lengths not shown, use safe load from next longest length. 10. All safe loads in units of pounds per linear foot. 11. All safe loads based on simply supported span. 12. The number in the parenthesis indicates the percent reduction for grade 40 field added rebar. Example: 7'.6" lintel Type 8F32-1B safe gravity load = 6472 (15) w/ 15% reduction => 6472 (.85) = 5501 plf 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)UJ ZZ ~0 Oz W o r1 Z o (j) 0::: W > ('I') o o ('\J (j) ~ Z ('\J ~ 0 ~ (j) !;t > o W UJ 0::: ::J (/) (/) "- wO UJ ~ w () ~ 9 - - ell ~ ~ 5 o a:: 0 Z 8: :2: <l:: 0 UJ ~ e: o <l:: z <( 53 !i! ~ b ~ o 6 ~ o eIl<l:: u... t5 ~ <l:: 0 W b c;; 0::: f2 ~ ~ w;;?; => a:: 0 :3 ::J CYSSc2 (j) ....J W ....J > <l:: 0 (f) -.J -.J - :c >-~ 0::- 0> .-1- Z(j) wW >0:: zO -0 ~O ~~ 00 00 I-.J (\JCO L!) 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"'<,,: ,,! r!"j ,---~.. . ;;;~7.:;,-.;_:' ! ~ri ;;t:-f., -_._~.. ~~~~,.,::-~:: : :..':_.,1 :~"'. !--""".; .. F~ti! r'~i ~i Ii' }" ; 11 ,f\., i~m! I . ! ~l I t;.: , 1~~1 J1, l~j i.:~,:i i~:i "'N-c ~ ,- .'1 I i ~~ {'t'i t:~;~i a v .- .- , C') a \Of'.. ~f'.. ~N ...Jl() LLa', <{~ 0...' ~~ ;::~ (Y) 0 0:::& Wo 0 LJ..J ~u <l:W N () ~~ >-0 z::C 0 I- <t~ ?;;~ 0:: 0 00 wo::: Z ULL 0 6~ ow w LL I- o:::(/) a.Zz ~ > I-t::B Z 0::: ~ii~ >-39 Z >- <twO::: ~::co <( a.. zl-ri :51--l ~ <( ...J 0 0..00::: (/)::cl- a. _1-2 () ::c-w 1-3u SHEET NO, a.. 0::: 0 S-2A () w ~ 0 I (/) ::J Lf) 0 0 ('\J LAST PLOT C0 DATE:Aphl 15, 2005 NOTE: IT IS THE CONTRACTORS RESPONSIBIUlY TO REVIEW ALL DRAWINGS BEFORE CONSTRJCTlON BEGINS, DANSCO ENGINEERING, LLC IS RESPO';SIBlE FOR THE STRUCTURAL INTEGRllY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIOI\AlS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWII\;GS 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 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. I I I I I I I I , I I I \ \ \ APR 1 8 2005 \ \ , , , PLACE SEAL HERE DE #250990 -----_.....' r 40'-0' 1- 00 v - - - 28'-0' - 12'-0" - - ~ / , , '\ ~ o.t') r--. r--. r--. r--. r--. r--. r--. r--. r--. r--. r--. ~ ~ ~ < ;;!; <I: J01 0 0 0 0 0 0 0 0 0 0 0 0 o.t') lY J01Jl -, -, -, -, -, -, -, -, -, -, -, -, 0 0 0 0 -, -, -, -, q J03 ~ ';:)O)"'?V W03A r" f-.- f-.- J05 '" 1/1 05A He '" H02 / ~ '" H03 V (0 ~ ~ V f-.- H04 / N "- / '" H05 - 13'-31/4' "" 14'-3/4' / \ "'- Hoe / ~ ~In/ \ ~ ~ ~ N n "'- ,.fu 1 " ~ T01 ..J ~ ~ (0 ~ v T01 C!) 00 v C! T01 ~ /~4 / / H13~ V 18'-8' / - ~ 21'-4" / HI~ " ~ BEARING ~ H11 ~~ N / ~ ~ ~ H10 ~ ~ / ~ ~ 00 HOV ~ O'l ~ / ~8 ~ ~ J051 ~ / T03 " ~ ~ ~ ~ < r--. r--. r--. J05 "'" ~ 0 0 0~ 0 0 0 0 0 ~ .u~. -, -, ~ -, -, -, -, -, r" J031 J03 9 f-.- V T02A '" f-.- J011 J01 T02 ~ , ~ ~ / I~ 18 fu!i I 1 ~ o.t') 8 0 ~ ~ ~ ;.. I~ ~ T02GE 0 ~ -, -, -, -, ~ @ S4 18'-8" 7'-4' 14'-0" - 17'-7" - - 9'-6" 12'-11" 40'-0' MINIMUM (2) 16d PER JOINT 20'-0" MAX 20'-0" MAX PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING . T LEAST TWO TRUSS SPACE RD AIL 3/S-3 INIMUM 2"x4' CROSS BRACING (SEE PLAN FOR LOCATIONS) 3) \2d PER JOINT ONTINUOUS BOTTOM CHORD BRACING 2 x 4 MIN. 6. OVERl.AP r "X' BRACE SE~ r r-~ONTINUOUS BOTTOM CH )1 DETAIL 21S3 BRACING 2 X4 MIN. SEE D T ~I / \ I E '- - - - - v '\ i - - - - '\ b b ~ ..- - - - - ........ v '\ -... -~ i - - - b -~ / b ..- l/ > k 3 i - - - - / 9 / 0 ..- - - - - > k b(l d T - - - w E: L TOP & BOTT E TRUSS MANUFACTURER'S TRUSS ENGINEERING 0..: ~ MINIMUM 2x4 TRUSS BRACING o z w a. I CROSS BRACING DETAIL (TYP.) SCALE NT.S. REVISED 8/22103 TH. TRUSS BRACING OVERLAP DETAIL(TYP.) SCALE: N.T.S. REVISED 8/22103 TH. 4" MIN. EMBEDMENT SEE SCHEDULE FOR SIZE AND QUANTITY OF FASTENERS HARDWARE LIST CLIENT NAME: US HOME TAKE OFF BY: A.S. MODEL: Oxford 2003 - USP CHECKED BY: J.B. QTY PER QTY PER ELEV ELEV DESCRIPTION III DESCRIPTION III USP SPT22 29 HARDWAREIBOLTS\ 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 j!j' "Hilti" Nails 24 RT 16 27 - 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 18 L TS 19 5 5/8" x 7 Wedge Anchors 2 HTT22 2 3/4" Wedge Anchors 2 MSTA36 8 3/8" x 11/2" Steel Lag Bolts 12 MTW12 3 MSTA30 3 LSTA30 5 L TS 20B 4 HUS28-2IF 2 NOT 1) SE CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T. BRACING MAY BE USED IN Pl.ACE 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 8/22103 TH TYPICAL HUS INSTALLATION TYPICAL HTA 20-18/ HTA 20 INSTALLATION JOB NUMBER: R18601 CUSTOMER: USH CORPORATION JOB NAME: OXFORD 2000 ELEV.1I1 DRAWN BY: TM DATE: 12-06-2002 PITCH: OH: 16" sa BEARING: 8" LOAD: PSF WIND LD: 120 MPH WDM: ASCE-7-98 CONDITION: ENCL. EXPOSURE: "B" 10'-4" BEARING HGT. HANGER SCHEDULE 8'-0" BEARING HGT. <D o 0) (3) 1-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 8'-0" FLAT CEILING 2.5/12 VAULTED CEILING 10'-4" FLAT CEILING ALL UPLIFT CAPACITIES ARE BASED ON USP-2004 CATALOG mid-state truss CO., inc. 3125 Reynolds Rd., P.Q, Box 1606 Eaton Park, Florida 33840 813-665-1309/1-800-940-8787 TRUSS JOINT UPLIFT CONN, FASTENERS** TYPE LOCATION (LBS) MANUF. COI\NECTlON QTY CAPACITY PER CONN. DETAIL RIGHT 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 LEFT 1386 USP HT A20 1 1500 13-10d x 11/2" RIGHT 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 LEFT 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; USP 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 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 8" R 3/16" x 3" TAPCONS 2 x CONNECT TO HEADER WI 10d NAILS 12" OIC STAGGERED 2 ROWS 1.:' MAX. 4 SOLID BLKG, AT TOP BTWN. ARCH BLKG. & BUCK HEADER 1/2" DRYWALL 2 x 45 DIAGONAL BRACE(S) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL- 2 x 8 45 DIAGONAL BRACE(S) BUILT UP PLWD. BUCK- SCRIBE (NOTCH) BACKSIDE TO FlT ARCH CONNECT WI 8d NAILS INSTALL WOW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS r8d MILS ^T 8' o.c ^' 8eCK 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 WI (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN, OF BRACE (4) 10d NAILS INTO 2 x 8 BRACEI BLKG. CUT HOLE IN O.S.B. FOR POLY-CELL IN THIS AREA (4) 10d NAILS INTO 2 x 8 BRACEI BLKG. 2 x 8 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON PER WOW. INSTALLATION DETAILS OR THRU 1-112" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH *Double connectors to placed diagonally to each other, **00 not drive nails through the truss plate on the opposite side of the truss which could force the plate off the truss. * * * Mounted vertically. L EXTERIOR ARCH DETAIL REV 8 -04 -04 TH NOT TO SCALE TYPICAL RT16 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 ilL" 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" 1 0'-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. · SECTION A-A 6" -rt HEADER CRIPPLE STUD (4) 10d NAILS INTO 2 x BRACEI BLKG. 2 x 45 DIAGONAL BRACE AT EA. FACE OF ARCH WI (3) 10d NAILS AT EA. END (4) 10d NAILS INTO 2 x BRACEI BLKG. 2 x SOLID BLKG. (FULL WIDTH OF WALL) BTWN. ARCH FACES W (4) 10d NAILS INTO 2 x 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. INTERIOR ARCH DETAIL REV. 8-4-04 TH. 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Z >- <l:wO::: - ~J:~ - zl- <1:: Q.. :Sl--l > --1 0 0..5c2 w ~~~ -J 0.. 0 J:-W UJ 1-3u --- SHEET NO. a.. 0 0::: 0 z 5-3 () ~ w ~ ~ 0 0:: I U') LL ::J u.. l!) 0 0 0 0 N 0::: LAST PLOT @ DATE: April 15, 2005 NOTE: IT is THE CONTRACTORS RESPONSIBILlTi TO REV,EW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITi OF THIS PROJECT ONl Y. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWIt\GS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWIt\GS '.>1UST BE BROUGHT TO THE ATIENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. --....-----... / / / , I I I I I I I I \ \ \ \ \ \ \ , , , " " , , , \ \ \ \ \ \ I ) , I I I I I , / /' PLACE SEAL HERE DE #250990 r SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS DROP GABLE END TRUSS & LOOKOUT RAFTERS FOR O,H. GREATER THAN 12" 2X4 SPF BLOCKING @ PANEL EDGES - NAIL SHEATHING @ 4" O.C. STAGGERED wi 8d ~, I , I ' ~ " I , , I' ' , , I , , I ' ' I " I , I I I USP LSTA30 - STR BLKG. @ 1st TRUSS 2x4 SPF CROSS-BRACE @ 48" O.C. - NAIL w/3- 10d AT EACH END & AT CROSSING AT 45"zANGLE I I I COmlr-.jJOUS 2X4 SPF I ~ANN1NG (4) TRUSS ~/BAYS (8 FT) NAILED TO I I 2X4 SPF BLOCKING I f1<4 BLOCKING @ 4" O.C, BETWEEN TRUSSES~~/W/12d & 2-12d TO CHORD @ 48" D.C. MAX. ~ d I I I I I I I I I I I , , , , , , , , , , , , , , , , , , , 1/2" MIN. OW CEILING NAILED w/5d COOLER NAILS @ 7" O.C, , , , , , , , , , , , , , , NAIL DEADWOOD TO TOP PLATE w/16d @ 4" O.C. 4 BAYS . GABLE END BRACING w/o VOLUME CEILING SCALE: 3/4" = 1'-0" L REV. 8/31/04 T,H. I . I I . USP RT16 @ LOOKOUT RAFTERS IF APPLICABLE STRUCT. SHEATHING 7/16" MIN. THK. - NAIL w/8d COM. @ 3" O.C. EDGES & 6" O,C. FIELD 10d @ 4" O.C, 7 GABLE TRUSS NAIL TOP OF "T" TO GABLE TRUSS 12-12d & (1) USP MTW12 w/14-10d x 11/2" NAIL TRUSS BOTTOM CHORD TO 2X4 DEAD- WOOD w/16d @ 4"0.C. USP MSTA30 w/22-10d @48" O.C, FRAME WALL 2x4 @ 16" O.C. (TYPICAL) "L" BRACE W/10d @ 4" OIC (SEE SCHEDULE ON S3 FOR SIZE AND LOCATION) ~DBL' TOP PLATE CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION USP MlW12 STUDS @ 16" O.C. USP SPT24 @ EACH STUD I I I I I I 1 I I I I 2X6 BRAC~~A~ED TO SIDEDF GABLE TRUSS-CHPRDS _______ 4'~r'IN lENGTH ", Q.R G8~\TER , I I , I I "," ,. / " " , / " " '/, ;- " ',,', -/1' " ,. 1( I / ,/le1(, '>'. ";,' ,. /,. ) ~,. "".... '(-//' " ,. /,. " .... ,. I " .... 1 " ,I;, ~.... I I TRUSSE;:), " I " I ' I ' , , , 8/23/04 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. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 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C")N ...JU( lJ...0") -co <{f'.. 0..' ~~ ~~ z O. -0 ~> >...J -(l) Ow <{cr: 90 C!I OU) -.JI- lJ...U) -.Jwa ~~g I-ZW Z I- waS ()gU) 0:::0.: wO::: LJ..J zo zU <:(w () ~~ >-0 zr I- <I:~ Z 0 - ~ 00 Z ~[ :JI- oz I- ow O:::(/) o..Zz I woo o:::u_ (!) wz~ aJw> 1-~1S 0-<1: 0::: zO::o >-3- >- <wO::: ~J:o 0... zl-li :')I--l ~ <I: 0 0..00::: 5!2~~ () r-W 1-3u a.. 0::: o () w ~ o I U) ::::> Lf) o o ('\J LAST PLOT DATE: April 15, 2005 @ ... , , , , \ \ \ \ \ \ I I I I I I I I I 1 1 1/ t!:: y"" , r~}~;:::1 r::'; f;;'O! r::l --I -- un_ _: ---j i ~:j I:x-I i""" : F','! .~,,' l!:\! l~': '~'i ,f\, l~l t~i ~J il:i i I~! ~~i it-.-'j :.f_ ._:::! il\'ti I \y i fli Ni L~~i L",,-,, (Y) 0 0 C'J 0 c::: 0 w LL ~ >< <( 0 Z Z <( ....J n.. HEEl NO. 8-4 NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERING, LLC is RESPONSIBLE r-OR THE STRUCTURAL INTEGRITY OF THiS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE AlTENTION OF DANSCO ENGINEERING, LLC PR'OR TO THE COMMtNCEMEI\ T OF CONSTRUCTION. 1 I I I I I I I I I I I \ \ \ \ \ , , ... , , APR 1 8 2005 ------ PLACE SEAL HERE DE #250990 'wi 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. 2 x P.T. PLATE I ~ I BLOCKS IA , PACER ~ TYPICAL INTERIOR NON-BEARING SCALE: N.T.S. REV. USP 07-28-04 TH NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL -BOTTOM SPLICE OVER STUD "TIl CORNER aTYPICAL "T" AND CORNER DETAIL 2- ROWS OF 10d @ 4" OIC MAX. 10d @ 8" 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 W/ 8d COMMON WIRE NAILS @ 4" O/C _ _B'pUNDj\RIE~...Q:..QjC EDGES & 8" O/C FIELD ~METAL DRIP EDGE 2" X SUBFASCIA CO NT. VENTED ALUM SOFFIT 8" X 8" X 16" K.O. LINTEL BLOCK W/l #5 DIA. REBAR & FILLED SOLID W/GROUT PRECAST "U" LINTEL (SEE S/2A FOR LINTEL SIZE & REINFORCEMENT) FILL CELL -1 #5 DIA. REBAR W/ GROUT @ ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS ALUM FRAMED WINDOW W/ 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 SEE FND. PLAN FOR FOOTING SIZE AND REINF. 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" ~W 32" J I 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. P.T. PLATE REV. 9/03 SCALE: N.T.S. 2 - S.P.F. CaNST. GRADE TOP PLATE SPLICE MIN 48" APART (6) NAIL AT BASE 2 ROWS 4" OIC STAGGER W/8d COMMON NAIL @ NAIL AT TOP PLATE 2 ROWS 4" 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 CCU HEADER - NAIL SHEATHING TO HEADER W/ffd COMMON NAIL@ 4" olc 2x4 P.T. BASE PLATE -11- IT -II II II II II II II 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" CONC SLAB ~ 6 X 6 10/10 W.W.M. 6 MIL VISQUEEN II III II III II III II 11= lL JI= III II FLOOR SY f:l!MII - - ~x8 P.T. SIL:L PLAT 12 STORY ONLY) WALL SHEATHING INSTALL. & NAILING SCHED. NO SCALE REV. 5/12/04 TREATED- CLEAN FILL TYPICAL WALL SECTION CONCRETE BLOCK REV. (STEM) 1/18/05 TH I I :/1 TRUSS/JOIST/RAFTER I I ~un I I (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, I I I I , :: " TRUSS/RAFTER ~II , : I ,/' /,/ USP HTW20 W/24-10d x 1 1/2" I ' ,,' TO BOTH TRUSS uL_ ~AND DBL. TOP PLATE/STUD __uu___ 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 w/ 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" T1TEN H.D. @ 6" FROM CORNERS & JOINTS & @ 32" O.C. I 1--------, , , " I ,r--------l / ---l / / : I I I I SEE F~OOR PLAN SEE FND PLAN FOR FOOTING SIZE AND REINF, SEE FND PLAN FO FOOTING SIZE AND REINF. INTERIOR BEARING w/UPLIFT 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 SCALE: N.T.S. TRUSSES USP RT 16 @ 16" O.C ----- ----- 2 - 2x4 CONST. GR. SP TOP PLATE. SPLICE 24" APART MIN. UPLIFT CONNECTION CROSS-REFERENCE USPSTRUCTURALCONNECTORS 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 14hO 335 7-10d x 11/2" I HTT16 4290* - 18-16d HTT16 4175* - 18-16d HTT22 5370* - 32-16d HTT22 5260* - 32-16d Sinkers LU GT2 1850 16-10d & 5-1~4"X3" LGT2 2150 16-16d Sinkers & 7- - Wedf!.e bol s - 1/4"x2 1/4" Titen LST19 1390* - 8-10d L TT19 1~F10* - 8-16d Sinkers L TTI31 2650* - 18-10d x 11/2" L TTI31 2~10* - 18-10d x 11/2" FRAME APPLICATIONS FRAME APPLICATIONS RT7 585 170 10-8d x 11/2" H2.5 415 150 10-8d x 11/2" RT16 10~0 645 16-8d x 11/2" Hl0 990 525 16-8d x 11/2" RT16-2 1030 390 16-8d x 11/2" Hl0-2 760 395 12-10d SPT22 715 260 8-10d SP1 585 - 10-10d SPT24 1075 260 12-10d SP2 1065 - 12-10d SPT4 RRF1 - 6-10d x 11/2" SP4 885 - 6-10d x 11/2" I SPTH4 1730 - 12-10d x 11/2" SPH4 1360 - 12-10d x 11/2" MUGT15 3965 - 22-10d MGT 3965 - 22-10d LU GT2 2260 - 32-10d LGT2 2050 - 30-16d Sinkers HTW20 lh30 95 20-10d HTS20 1450 - 20-10d MSTA18 1275 - 14-10d LSTA18 1165 - 14-10d MSTA24 1~Oh - 18-10d LSTA24 1235 - 18-10d MSTA30 1R~F1 - 22-10d LSTA30 1640 - 22-10d MSTA36 1R~h - 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 W/ 1/2" X 8" A307 A.B, OR 1/2" dia, X 6" TITTEN H.D. @ 6" FROM CORNERS & JOINTS @ 32" O.C. ------------, , I II , I ',~ \.-_-------------- SEE FND PLAN F FOOTING SIZE AND REINF. 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, INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. l!) o o ('\J ~ ~ -.J I'- 00... U ' -.J Lf)~ OWo ~m i=o~ ,L!) ffig:~ ..... '<j" Q.. Ul I 0<.0 ~:i:~ ~ Q..f-Q.. ~ ~ ~6 ~ ci~ QSi:~ I I I..LJ~::) I~ ~d53 () u..: ~ w !:::! ~ D:ID: (JJ <l::f-O o<.OD)~~~ -l<.O'<j"~<l::~ -l..-imc;;uz oOL!)UJ::l::J 9;: Lf)('\J 0 . a:: ...... 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ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILD,NG METHODS, AND THESE SIGNED AND SEALED DRAWINGS MJST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING, LLC PROR TO THE COMMENCEMENT OF CONSTRUCTION. , , , , / I I I I I ( I I , \ \ 'APR 1 8 2005 , , , " " " , , , , \ \ \ \ \ I I I / I I I I / / ,/ NO SCALE REV. 9/03 THIS DETAIL REQUIRED ONLY WHEN & WHERE SPECIFICALLY INDICATED BY THIS SYMBOL SHEAR CAP. 260#L1N.FT. PLACE SEAL HERE DE #250990 -...._----- ...., I GIRDER TRUSS (2) USP HTW 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 , , , .... ........ .... >1 ............~...../ COLUMN BASE CONNECTION NOT TO SCALE REV. 8/28104 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, (2) 2x8 BEAM S.Y.P. #2 WI 1/2" PLYWOOD FLITCH. 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. 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/Sn6 CANTILEVER BEAM @ RAISED ENTRY Exterior Frame Wall SCALE: N.T.S. REV: 03/28/05 (2) 2x4 TOP PLATE. (2) 2X8 BEAM SYP # 2 W I USP HUS 28-21F INVERTED FLANGE HANGER @ EA. W / 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 WI USP LTS20B @ BASE, 8"X8" UPSET LINTEL FILLED SOLID WI 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 (ACI 318-02). 1.5 "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 2) DESIGN CRITERIA: 2.1 DWELLING FLOORS - 40 PSF LIVE LOAD + 15 PSF DEAD LOAD. 2.2 BALCONIES - 40 PSF LIVE LOAD + 15 PSF DEAD LOAD. 2.3 ROOF OVER LIVING AREAS - 30 PSF LIVE LOAD, 17 PSF (7 PSF 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 "B" WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IS SIGNED AND SEALED, SIGI\ED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. () ...J ...J o z ocr: OW (j)UJ ZZ ~~ aZ W o . ~ Z o (j) 0::: UJ > (") o o ('\J (j) ~ Z ('\J ~ 0 ~ (j) ~ > o UJ w 0::: ::J (/) (/) .J.J ~ a:: . o~ Ci!i 0 UJ W "- LL ()~~~~ ~-O:J I- X~D:O o :J "- U o a:: 0 z U Z8:~~:: <l:: 0 <l:: 0 w 1i!:E~z '" <l:: ~ a:: 8 \,;Jo~<l:: <( l.lJ ~ rJ) 0 ~b~~~ :J w Q o 0' 0:: ~::g o rJ) <l:: ~ <l:: u..~~~cr: W~Qao o (/) a:: f- a:::s:~~o <( w~~g ::J ~ ~ ~en a5~cn5 (j)(/)~::Jci :::J > :g: Z <l:: 0 :> <l:: (/) -.J -I - :c :>-25 0::- 0> r-r- z(/) wW >0::: zO -0 ~O '3;~~ OOc2 OO~ I-IUJ NCQ<.9 L!) -I '~c2 ~O)~ ~r-g LOOer: ~-.J~ ({) o o ('\J .(\1 r-- D) "- t3 '. ,^ m o'~ 0 '"~ <.0 ~m i=a~ ,Lf) ffiit~ -< '<j" Q.. (/) I 0<.0 ~J:~ ~ Q..f-Q.. ~ ~ ~6 ~ li~ Q~~ w:!:! :J I ~ I....I 0 ()u.; ~~~ US a:: :t: D: (JJ <l::f-O o<.Ooo~~~ -.J<.O'<j"~<l::~ ...J..-imC;;UZ OOLOl.lJ::J:J a.. Lf)N 0 a:: ct'<j" ado , '^ ct z z -~ .....() <l:: - ... o~ (/)[50 0(") <.:lwf= ~c;j ~~~ ___ :,:<.:la x, <is 0 g ~ ~8 ~ . 0 w(/) a:: o (/) z >- .::J: w<l:: Z 0..0.. ~a<l:: (0 LO 00 N '<;t LO ('oJ N I'- ~ .q- m 0 ('l') '<;t <.0 lJ..J lJ..J lJ..J a.. Q... a.. 'P:O Q) ..a c Q) c ~ 0 ..c ~ (/) c c ~ <C 85 I Q) -, I ::J ~ .~ ~ U) c: ~ ~OD (Y) o o N o 0::: o w LL ~ >< ~ 0 Z Z ~ -I D... SHEET NO. 8-7 a -.;t ..- ..- I m a <Dr-- C")r-- C")N ...JLQ lJ..0) <(ie fl."" ~..- <l::co I-~ z o. -0 ~> >...J -OJ Ow cto:: go 0:: I o(/) -.JI- lJ..(/) ...Jwa ~~g I-ZW Z I- was ugU) 0:::0.: w 0::: LJ..J zo z0 <I: W 0 ~ ~ >-0 z :I: I- <I:(/) ::J Z 0 - ~ 00 W 0::: Z UIJ.. ~ I- o z I- ow O:::(/) o..zz :c woo o:::u_ 0 wz~ cow> 1-1=0 0-<1:; 0::: ZO::o >- 3 - >- <1:; W 0::: ~:I:~ D... z I- :S I- -l 0 o..5~ ~~~ 0 :I: - w 1-3u a.. 0::: o () w ~ o I (/) ::J LO o o ('\J LAST PLOT DATE:ApMI 15, 2005 @ NOTE: IT IS THE CONTRACTORS RESPONS'BILITY TO REViEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL INTEG~ TY OF THIS PRO.ECT ONL Y. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWI~GS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED Af\JD SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CO NSlRLiCTION. ~ ~ / / / / I I I I I I I I \ \ \ \ \ , , , , , , .........------ , , , , \ \ \ \ \ \ \ I I I I I I I / / / / ~ ~ PLACE SEAL HERE DE #250990 I ~ '[': t' " , SP MSTA 24 W/18 -10d x 11/2" (6) 16d @ EA. END 10d @ 8" a.c. STAGGERE.D EACH ME.MBER (TYP.) STRUCTURAL 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 & S.U.C. STRIP -SPF STU D -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 RETROFIT STRAPS WITH MASONRY SCREWS USE (1) - 3/16" 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"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. BElWEEN 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 OTHERWISE 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 WI 8 -10d & 3/4" DIA. ATR ANCHOR WI 5" EMBEDMENT MIN. USING SIMPSON "SET" EPOXY I\'OTE: SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR ANDIOR UPLIFT FORCES TYPICAL FRAMING OPENING WI UPLIFT REV, 9-24-04 TH NOT TO SCALE UPLIFT: 1195 #'5 == (LTS19) 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. ~ ~ Z 00::: OW (j)UJ ZZ ~(.I) 02 llJ o ~ Z o (j) 0::: UJ > ('I') o o <';ol (j) ~ 2 ..-i 0 ~ (j) ~ GJ lJ.J 0::: ::J (J) (J) w :::E a:: UJ w' 6 ~ 12 n ~ c:l:::E ~ ......., :::E - 0 :J I- ><:(/)a::8 o !:3 "- a a:: 0 z U Z 8::::E~:: <l:: 0 <( 0 L.U 5:!tE~~ In <l:: ~ D: 8 ......., 0 ClJ <l:: <(I- ~ ~(/)a f-<l::z:z o ~ 0 <l:: o :.J ClJ - W O ~ ~ ~:::E u.. W(/)~:5 ~z~tt UJ ~Qao oU)a::f- o:::('}zo~ cr: W a: u ~ ~~~g ::><l::~~en <Y 5....J . a:: (j)(/)~~!;( ::::l ~ <i! ~ <l; 0 3 <l:: en -I --.J - :c >-~ 0::- 0> ~J- z(/) wW >0::: zU -0 -0 '8;~ OU 00 I....J C\lCO L.() I~ ~(j) ~I- LOO ~....J o ...J ...J l!) o o ~N L.L..U I Ow ci i= a ~ ffi g: !:Q Q.. (/) J: ~ i: ~ Q.. f- Q.. z: ~o5!2 Q~ i;! ~ ~ => I ~ ~d 53 ()u..: ww~ L5 a:::t: a:: co <l::f-O U) 0 I O<.OD) ~zf- ....J<.O'<j"~<l::~ -.J ..-i m c;; U z: 00 ~...J=> a.. l!) a...J ct~('\Jadi5 'tDct~zz: o~()<l::a:o 0('1') U)lJ:lf:: '<j"..-i "z u ('I')D) ~(3:J ~ 3~a t3' ~w~ co lJ.J 00 Q.. .6 wg ~ o U)~>- . I w<l:: Z 0..0.. ~a<l:: (0 E.D (J) .0 C ~ C .c "- 0 C o (/) >. C :.J -< &5 ::c (J) ~ ::c :.J E c ~ ~ ~ ~ goo ('\JD) r--m Lf)<.O ~m , l!) ct'<j" 0<.0 n:M' o~ ....Joo LL ~ L{) co (\j '<t Lf) (\j (\j l'- ..-i '<t 0) 0 ('f') '<t to W w w n.: 0... 0... I , t-"\! ~;:C' t,~t 1'. ., , t~''''; I . pt! "i:'""f; t. ;:Ii<,'11",c.. : !?,.h",::i " I , i=,*, L:, 1; :' rj;4~i ~' ;;'-'~':'1) i~i ttt,~,'i ! _ I 1,1 1~>'; t -:.! i:tJ t- ..."_1;; f'i....~..! I . i i', t' " I 1~1'~':'1! I, ,! ......1 rvl ft~' f~;: a v ..- ..- I 0') o CDr-- C"') l'o- C"')N -.JU;> ll..0') .CD ct:r-- 0..' ~~ ~~ z O. -0 ~> >..J -co Ow ct:Cl:: 90 Cl::I OU) ....Jf- ll..U) -.Jwa C2~fi$ f-zW Z f- waS ufi$(J) (V) 0 0::: 0.: LJJ 0::: 0 LJ..J zO zU <l:W N u ~~ >-0 z :c 0 I- <I:~ Z - ~ 0::: 0 00 W 0::: Z U w.. 0 :J I- Oz ow w LL I- O:::(/) >-3- Z >- <l:wO::: ~:c~ <t: Q.. Z I- :5 I- -l .....J 0 Cl.5~ ~~~ a... u :c-w 1-3u ...J ~ W Z W (9 .....J ~ ::J ~ o ::J Cl: t> LAST PLOT DATE:ApriI15,2005 HEET NO. a.. 0:: o () lJ.J ~ o I (J) :J Lf) o o ('\J S-7A @ NOTE: IT IS THE CONTRACTORS RESPONSIBllI1Y TO REVIEW All DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO ENGINEERING, LLC is RESPONSiBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEE:N FIELD CONDITIONS, OTHER DES'GI'. PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUilDING METHODS, AND THESE SIGNED AND SEALED DRAWlt'.GS MJST BE BROUGHT TO THE ATTENTON OF DANSCO ENGINEERING, llC PRIOR TO THE COMMENCEr-JENT OF CONSTRUCTION, , , , / I I I I f , I I I I \ \ \ \ APR 1 8 2005 , " , , , , \ \ I I \ I I , f I I I / / / , , PLACE SEAL HERE DE #250990 ------ r INSTALLATION OF WINDOW BUCK STRIPS - lx3 (MINL GLUE STRIP W/ADHESIVE SEALANT & SCREW Wj3/16" x 2 1/2" PHILLI FLAT HD. "TAPtON" SCREW MIN. 4" FROM END & 16" O.C. EXT. FINISH DRIP EDGE INSTALLATION OF S.G.D. BUCK STRIPS - lx4 (MIN). GLUE STRIP W/ADHESIVE SEALANT & SCREW W/3/16" x 2 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END & 16" O.C. TRACK - FILL ALL HOLES 9 W/l" x #8 ST. STL. SCREW W/PLASTIC ANCHORS SEALANT ----- MASONRY OPENING S.G.D. INSTALLATION SCALE: N.T.S BLOCK LINTEL 1/2" DRWALL BUCKSTRIP - lX3 MIN (WINDOW) 1/8" SHIM s~dHtMIN (SGD) WINDOW/SGD ~~~k'&~ JAM B 11/2" RECESS IN SLAB SLIDING GLASS DOOR .. TIE BEAM - . PRECAST LINTEL -.. (/) w 0:: FASTEN PT 2X 8 BUCK TO ~ > MASONRY W/ 3116" X 3" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. FASTENING WINDOW TO BUCK RESPONSIBILTY OF WINDOW MANUFACTURER. / I 2 X 8 BUCK DETAIL SCALE: N.T.S. 3-15-04 TH L 3 2 TYP. 8" BLOCK WALL 1 6" BITUMINOUS TAPE INSTALLATION SEQUENCE EXT. FINISH -*1 JAMB - FILL I ALL HOLES W / I 1-112"X#8 (MIN')I SCREW I SEALANT BACK OF ALL JAMBS TRACK. FILl: ALL HOLES WI 1"X#8 (MIN.) SCREWS WI PLASTIC ANCH. 1 X P.T. WI 3/16" X 2 1/4" TAPCONS @ 18" OIC MAX. & 6" FROM CORNERS 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, FRM. OPNG. SGD INSTALL SCALE: N.T.S. h @: I I I ~ @ @ ~v I :@ a: ) 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR OAh, 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 ZON E 2 & 3 ZONE 4 ZONE 5 10 14.9 -23.7 14.9 -50.1 25.9 -28.1 25.9 -34.7 20 13.6 -23.0 13.6 -45.4 24.7 -26.9 24.7 -32.4 50 11.9 -22.2 11.9 -39.3 23.2 -25.4 23.2 -29.3 100 10.5 -21.5 10.5 -34.7 22.0 -24.2 22.0 -26.9 125 10,5 -21.5 10.5 -34.7 21.7 -23.6 21.7 -26.2 NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MUL T1PL 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 WI #5 VERTICAL 1/2" X 8" A.B. W/2" WASHERS SET IN TYP. FILLED CELL MIN. 5 PER JAMB, ~ o ~ ..-i L SECTIONAL OVERHEAD DOOR (5) 1/2" DIA. x 8" "j" BOLTS o ..-i - ' ..-i 7 P.T. # SYP 2" X 6" OVERHEAD SECTIONAL DOOR TRACK WI 3/8" X 11/2" STEEL LAG BOLT WI WASHEI1. MIN, 6 PER TRACK TO JAMB. . :1 ..-i GARAGE SLAB :1 ..-i @ ~ 00 2"x6" P.T. WOOD JA~B 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 3-15-04 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 shall pass the test requirements of CPSC 16-CFR, Part 1201 or by comparative test shall be proven to produce at least equivalent performances. 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 ANSI 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 surface 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 floor. 3. Top edge greater than 36 inches (914 mm) above the floor. 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 the 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. - (I) Z 00::: oUJ (j)W ZZ ~(I) Oz u..J o ~ z o (j) 0::: UJ > (Y) o o ":l (J) c;j Z ~ 0 ~ (j) ~ > o UJ w 0::: ::J (/) (j') W "- ~ D: UJ w" 0 e: 12 ,,~~~~ .......,~-o:J I- x~a::o o~g~ts Z Q.. ~ UJ <l:: :a: 0 ~ f- w a:: f- 0 W a:: "- w z 1"- <l:: ~ a:: 0 ........ 0 w <l:: 0 ~1- ~~(/)~ o f-' Z <l:: ~ w Q o 0' ~ ~ ~ o en en W S U. t5z~tt UJ ~Qoo ^,g~i5~ u.. iI.Wczu ~ w~wg ::)~a~iIl <Y5~0g (j) (/) a:: ~ ....... ::J ~ ~ ~ <l:: 0 ;> <l:: Cf) -I .....J - :c >-~ 0::- 0> 1-1- ZCf) wW >0:: zO -0 "0 '8;~ OU 00 1-1 NCO LO I~ ~O) ~~ LOO ~-I () ...J ...J l!) o o ('\J 00 ,,-"': ";I "-m oU' Lf) <.0 ~ 0 ~"" i=ow ,., v' a:: a:: t: ,11) wQ..~ ........ Q.. (/) I oeD ~I~ o::~ Q..~Q.. O..-i ~o ~ li~ Q~~ w ~ :J I ~ I...J 0 ()u..: ~~~ ~ a:::t: D: CO <l::f-O ena I 9 ~~ ~~ ~ -.J..-i""c;;Uz OOLnw::J~ e.. Lf)N 0 . a:: ...... '<j" a~ 0 'c.o<(ZZz o~()<l::CZo O(Y) enl;:li= '<j"..-i S-' Z 0 (Y)oo ~-:J ~ 3:~a X, <l:: i5 ~ gw ~0Q.. .6 wg 1i! o en z >- . I w<l:: ~ 0..0.. ~a<l:: 10 ~ (l) .0 C ~ C ..c .... 0 c ~ (/) >- C ::1 c:( S I (l) 1 I ::1 E .S ~ ~ ~ ~ t8100 3-::""'~-.1 o -.;t ..- ..- , en o (,01'- ('0')1'- ('O')N -.JI.() LL.~ -(,0 <(I'- 0..' ~~ ~~ Z O. -0 ~> >...J -(JJ Ow <(~ 90 ~:r: O(j') -.Jf- LL.(j') ...Jwo C2=s:f5 f-zw Zoc Wo::J ()(,O(j') 0:;:0.: wet:: LLJ zO ZU <l:W () ~ ~ >-0 z :r:: I- <(~ 0 ~~ 00 W 0::: Z U LL ::J I- oz I- o W O:::(/) CLZZ ::c woo et::u- ~ wz~ coW~ 1-1=0 0::: ~C2<1: >-3Q >- <(wg5 ~:r::-l a.. Zl-LL :51--l 0 CL6~ (/):r::~ -I- () :r::-W 1-3u a.. 0::: o () w ~ o I (/) ::J Ii) o o ('\J @) NOTE: iT is THE CONTRACTORS RESPONSIBILITY' TO REVIEW ALL DRAWINGS BEFORE CO"lSTRUCTlON BEGINS. DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY' OF THIS PROJECT ONLY. ANY DISCREPANCY BEN/EEN FIELD CONDITIONS, OTl1ER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWIr-,GS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ll) CO (\j '<t ll) N N r-- ~ ~ Q') 0 M '<t (D t.J t.J LlJ a.: n.. n.. tf'i r:~! I............'.. t,'--',::.! P':';;" I I' .., I I ii:~,:,~:j t\" :;;t,.+[ :t,~1 ! ! "-~", r..........."... '. .. '.~ ::": !' t",;"i I>! l~' l~i l!l l~' I u i II i~1 UI r~1 .~t.u '.. .........':......1.... t.'! f~',/i ~., l.'i;i ,......,.1 f'~1 1.<;'1: w ~ ~ Z Z ~ ..J 0... (Y) o o N o 0:: o lL. >< o PLACE SEAL HERE DE #250990 U) ...J ~ W o rY: o o o cd S o o z S LAST PLOT DATE:ApriI15, 2005 SHEET NO. 8-8 / / / / / I I I f f , , I \ \ \ \ \ \ , , , , , , , \ , \ \ \ \ \ I \ I , APR 1 8 2005 / / I I I / / ,// '....----..-.... I MIAM_. _iiiilI' nUll.DL"iG CODE CO;\tPLL~"'CE OFFICE (lK'CO) PRODUCr CONTROL DIVlStQ.'l ML\..'U.DADE COUNlY~ FLORIDA MB"fRO.DADB F'LAOUR ~t;1tDlNG 140 WEST FLAGLER STREE1\ SUITE 1603 . MtAMltFtORlO^ 3313g..JS63 (30S) 315~2901 FA,X 005}37$.290$ _ NOTICE O'F AC~~I!fANC~ iliQ~) CertatuTeed CQrp~nt1ou 1400 Union .l\ffeting Road Blue BeU, fA 19422 SCOPE: 'Ibis NOA is being issued under the applicable rules and regulations goveming the use of ool1struction matrnallJ. The documentationsu.bmitted has been reviewed by Miami-Dade COWlty Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dad~Countyand other areas where aUow~ by the Authority Having Jurisdiction (Ali]). This NOA shall not be valid aftcr tbeexpirationdate stated below. The Miami.Dade County Product COnll'ol Division On MiamlDade CQunty) and/or the AW (in areas other than Miami Dade County) reserve the rlgh,t t() haw tillS product or material tested for. qualityass'Ul'flnCe pmpOSe3. If this product or material fuits to perform in the accepted manner, the mmufacturer wilt incur the expens~ of :u~b testin~ ~d. u:e AID may immediately revoke, modify, or suspend the use of sIKh product or mattmtl Within their JunSdlction.. BORA reserves the right t.o ft:\'cke this acceptaw;et if it is determined by Miami-Dade County Product Control Divis1011that this product or material fails to meet the requirements of the applieablo buildfug cOde. This product is approved as described he:rein, and has been designed to comply with the mgh Velocity Hurricane Zone oftlw Florida Building Cooe. DESCRlP'TION: ,Landmark 30 (and.AR) (and 'Vldefuck QB), Landmark 40 (antf..AR) (and WldeTra(k QB) and Lllndma(k 50 (and..,tUt) (and Wi~eTrack QU) LABELING: Each unit shall bear a pcmlancnt label with the manufacturt.'t's name Of logo, dty~ state and following- statemenf; "Miami..Dade Countyl"roduct Control Approvednt unless otherwise noted .herein. RENEWAL of' this NOA shall be considered after a renewal application has beenfiled.and there has beM n.o ~han&e 1~.1111eJlpp1icaple building cQ~fll1~atively affecting the perfonnanceofthi~ product. TERML~ATION Of this NOAwi11 occur after the expiration date or if there has been a revision or change in the niateriats. use, and/or manufacrure of the product or pr~gs. Misuse of this NOA aSiln endQrseirient. of any ptoduct, for sales, 4dvertisillg~rany Qtherpurposcs shan automatically t~te this NO~ Failure to comply \Vilhany section of this NOA shall be cause [Ot temunatiott and rel'r.ova1 of NO A. ADVERTISEMENT: The NOA number pr<<eaedby the words Miami~Dade COlmty,FIQridat and (Q1tQwedby the expiration date may be displayed in advertising literature. If any J?ortion .ofthe NOA is displayed, then it shall be done in its entirety. . INSPECTION: A~opy oftbis entire NOA $hall be provided to.t.he user by the manut~ctut~f Ql' its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages J through 4. The submitted dool.unentation was reviewed by Frank Zuloaga,RRC I NOANtM ()2.1219.03 Espira,tiQu Dale: 01JZS/01 Approval Dnte~ 03lZ1/QJ P3J1.C t 0(4 6. l..ADELL."\G 6.1 Shing!e,s shall be labeled wiill the Miami~Dadc Logo or the wording ~Miami.'l)?de County Product Control Approved,lJ. 7. BUn..DL'\(G:P1U~Ml'l'ltEQU1RL'lENTS 7.1 Application for building pennit shan be accompanied by copies of the following: 7.1.1 This Notice of Acceptance. 7.1.2 AllY other dOCl.mierits required by the Building Official or the applicable code in order to properly evaluate the itisfullation ()fthis $ys~em. DETAIL A Rake Edgo 55/81 CERTAINTEED LANDMARK 30,40,50 All dimensions shown are tn iocbas 6 61'8'1 161/4 55181 5 5/8"1 StOOer Full. Shingle .. Eaves NOA No.: 02~1Z19.03 ExpiratI~n.Datel 02J1.8/01 Approval lh(ei 0311.7/fJ3 Pllg~ ;3 of" L ROOFING ASSEl\IBLY ApPROVAL Roofmg 07310 Asphalt Shingles Ci'tttg.,Qt'U Su b.Cat~f)rVi ~f!\t~d~,W .. D~",Txpet 1. SCOPE This revises .CertainT<<d Landmark 30 and AR (and\YldeTrackQB),CcrtatnTeed Landmark 40 and All (and '''ldeTrack QB), Certa!nTeed Landmark 50 amlAR(and W{deTr;1ck QB) Shingles as manufactured by Certain'reed CorporattQn described in SectioIl2 oftl1is Notic~ of Atteptance. Dimensional Wood 2. .PRODU("'T1>.ESClUPTION l!rodnct . . l)ime~sign~ Product D~tripUon :rest ~{lecificatIon~ FA 110 A heavy weight, 2471b/slh dimensiotlal asphaltshit1g1e. ... . , P A 11 () Ah<.:aVY \~jght, 264Th1sq..dilllimsiol1al asphalt sltmgl", P A. 110' A heavy weightJ 296lli/Sq, dimensional asphalt shingle. proprietary Accessory shingle.s for hip, ridge and starter strip 3pplication&. Ccrtainteed J~dmark ~Qan4 AR (and WideTrackQn) Ccrrointeed I..a!ldmark 40 and AR (and WideTroclc QD) Ceruunteed Landmark 50 and 13~rt x 38 r.s" AR(and WideTrackQD) Accessory Shingles various 3. EVIDEiXCE.SVBl\U:I'1'E.D~ :rest Ag<:,n~ Ullden"Tlters I,aboratories, Inc. PRI Asphalt Technologies~rnc; X~,t,~~:lfJlg/~~po~,t UL. 190 PA100 ~fcsUdennfie[ R684 PCTC-Ol~-Ol arc...o06.02-0 1 94NK9632 02NK42448 um 04/02/01' Ot/I2101 11/12/02 11/30/00 '11108/02 Wind uplift resistance PA 101 Underwntl.7S Labomtorlc$; Inc. 4. LIMITATIONS 4;1 Fireclassi.tlcatiQn is not part of this ac(;eptance; ret'er toa ~urrentApprove{j Roofing Materials Directory for fire rat.in~ofthis pwduct . 4.2 Sb.a11 notbe insml1~d on roofme~n heights in ex.ce.ss of 33. ft. 5. FIGU~S 1: FLAe~ING I N8TALL.ATrSN. G" o~ ..., ~ ~>..iI!. 1'\0.\ NlY.: 02..1Z19.03 ExpiratlQu D.ah~: 02J28/(}1 i'pproV'a) Date: O'J/17/(}J J>age 2 of 4 A$f'WAl..r ~tA!.A"'T, EXTE'io. MiN. o~"," .;.; r$;t:;~ c:.- 1'1..4WNCi DETAn.B -:'~""'~'''M''-:' 38 3t4~ ~ 131(4'" I..ANDMARK30.40.50 (AND AR) ,~~~-........ { NAlLtNG AREA I... 38 3/4" _,.;.:c..._ qZ!R777Zu~J2'm~~~~I~i!?L27.22Z2ZZZ- H~m!'l9 att. rot "'\<r....l\l)d $tllr>d~ ~m1 (11{)tl'l :).&.mo ~;t~ . Na( OO~'*lll \J{lP(lt &. ttlVffit iwn \'tlll4. --:-.._'- 12" .....~.."..:~,.." 14 314" -................ .... .. 1" HJ 551i)lf ~ EXPosure . LANDMARK 30, 40. 60 (AND AR) ~ WlDETRACK Q8 (Low al'ldStanOard Slope) "All- ,"eAt",.., -< FfGUfQe 3:COF(NE~ DETAIL. FL.ASHING INSTAL.LATION FIGU~E2= WALt.... FINleH 131/4" LANDMARK '30, 40. 50 (AND AR) ~ WID6TRACI< oa (Steep Slope) l::N)) OF 'fillS ACCE.P'fA.i'\'CE G <:>." . . .Et,;i. ~ NOA No.; O:Z.U19.0) EJpiration Dat~t OU28J07 AI~proV;l1 Date: 03/21.103 Pagle:4Qf4 ASj>~l.ll)A~O W~~'t ,'\/?&tf t!Hi+(U tl.;.A.$)1~i(i. 1\'iO ~.(\~~~~~h ..~..~ ~1f ~. ,.(\{l~, ,f,!l'l(;.'l."l~ f:f.. ~ww~,~ A-X jI(:;'-~",NN.l ' ~ (} a FLASHING DETAILS C:AI<t..!<l~ NOTE.,ltiiS OErN!.IS REQUIRED AT ^lLVa~ Tlj:).'j.t.. WAU.INTlR.Se.CnON5. WiTH ROQfl,VAlI..8'iS & l~qoP CftICKlilS, FLASHlNG OETAU. ATCRICKET/KNEeWAlL iNlERSECTION (NO SCA(f!).' . <..:> ~ L() .....J .~ -.;::J- .....J C'J <'? 00 u..G. -.;::J- co ~ I 0) OWd C'J <.9 <(<D ~~~ (V) L() C'J 00) I"- Z -~ wa.CO W Q) ~ a.Ul:I: C> 00:: ~<D ~~~ 0..: -q- gM' o..za. <.0 u.. ..... Zo>2 W 0 <..:>tt1 I 00 ~f5~ e> ........ 0.. Z :J: I ~aa Q) c/)z ~ ~ i~~ ..0 z- c:: w <(<.9 OJ 01 ~ ~ Q) c:: OZ o t3<( ~ 0 0.. -I <D~ <r.io;2 W -I~0)i!5::l~ (!) en .c c: o o~ 000 <{ Q) c: o.'!]. z~z >- <( <(<(oco co , <DU ~tzjt3 Q) =' . :r: 0- ~~::l ~ C"') ;,:t.:Ja ::J ~..... ~m~ E c: >- C"') e oga. ~ ::J > w cr.: W w ujLL.~i5 (.) ...0ff:LL. i= ~i!5="z ~ ~~~@ w o..="m<( (9 ~~~6 _ OCLL. Z j::;: ;;m~8 o ~~~@ o g~Q<( u- OOCtf)W ill t3;:;ffi~z t.:JZ="OCo cr.: ~Qa~~ <( oj@~f-~ ::) f!~a:Go.. a ~awg~ (J) <(-,~a)::l ::l-' -oc<( ~~:3Q~ ::l~~~~ <(o~<(o o 0) Q) o I.[) N ~ W o D o;t ... ... ~ Dt- <D" MN M~ .Jill tJ.tD .t- ct' 11M I'" ctlJl f-'" z 9ci Ul> -.J ~ID Ow " ct ~ 00 -I r:l:U) Of- .JU) tJ.wD ~~~ ~ ctiw 0) ~D!:O WD:J 0 [JtDUl I N I.[) I r---... ~ or- I.[) ~ a..: 0::0:: wO zU I- w ~~ >-I W (.) ~~ - z::E W I- -0 0 00:: Wu.. :c Z Uf- :Jz Ow en I- Ow cczz :::r: ~8Q Z (9 mW ill ~f-~ 0 :2 - I-f-o cr.: 0i2~ <( >- z:::9 - ~W6 I- z Q.. ::EI....J f-lJ.. <( Z 0 ~~~ --I <( (.) Q..ol- .....J wIz -I -t::w a.. i:::::u <( a.. I- SHEET NO. cr.: en 0 u Z w 8-8.1 :2 0 LL :c (/) 0 ::) l.r) 0 0 0 0::: LAST PLOT t'J @ DATE: March 15,2005 NOTE: IT IS THE CONTRACTORS RESPONSiBIU1Y TO REVIEW AlL DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO ENGINEERlNG, LLC IS RESPONSIBLE FOR THE STRUCTURAL INTEGRi1Y OF THIS PROJECT ONLY, NoN DISCREPANCY BETWEEN FIELD CONDITIONS, 01l1ER DESIGN PROFESSIONAlS' SHOP DRAWINGS, CONTRACTORS' BUILDING ME1l100S, AND THESE SIGNED AND SEALED DRAWiNGS MUST BE BROUGHT TO 1l1E ATTENTION OF DANSCO ENGINEERiNG. LLC PRiOR TO THE COMMENCEMENT OF CONSTRUCT10N. ~--- "" ....... / " I '\ I \ I \ I 1 \ J \ I \ / , / " / .....---" I MAS '( B R SUI N G L B A P P tiC A r 0 R' S M 1\ N U A L LAMINATED SHINGLES fOf/I? OBjBCnVI1: 1iJ /eam/be com'd proct'duN? for fnsl<J/lJll/{ .lam/fUlled shingles. tANDMMK'" SUUSl WOOl>5~ SilmSr lANOMAiI(. 4G tR AMO tAHtmAllf" n Th(;'Sc Wrl1f!)~ are buHt ~11l a fib.'r gL1SS bm to provide a C1:1.S$ .\ firt mliil.all(f rating. \liad wartMlits lite ~untcd Il<:Cllrdins to tbe ~O<.fu~'s WlI(1':.mty dtu'<Uloa: .\ 30-yent sbJ.nS\e ptfividl.'$ a 70 Jnpn willd warranty, a 40-j'Wt pro\idc'l 8\.1 mpli, a ,/1.'rw prm1ai'S 9<l mpb and a Iimile,.t.&!ctiule dumUon is \tllWl.nlf'd lip to t l() lllpO. :\0'1]: The wiilll w:tmtnty intteliscs Wh~~l f.JS!eflM with six fUJt~ ill tfu: ~'QttunOl:l oond an'll insltOO uf wiln (tl\.lt as (oIWW$ ($c<! fi~1J!'!J 15-5): . 3t),~\'it il)(1ca..o:..'$IO 80 MT'rt . 40.year inm,\St~ t(j 9il MPlf . 50-}'e:t.( i.~w~;l.~~$ tl) IlG MfH (RrlQUng ccmcnlJ$ not n-qnlrcd, exCt~t on 101cep sl1)IX'-~.) * Wood.'lCil{l<l a.nd LMrl.m;l.l-k shingles hltVtllbe installer-friendly \\'ld<:1'ra!k Qa' (ealUrt\ whlth pfll'\1dcs llfl" wIde t1;uUrigarta;md ~-pcclal~ fQrm:n!:lled QuaJm-l3ond IMM:1l1n;4 3dh~~; 1J (:>w [(,,'fUN 15. J). * Landmark 40 ni - theIR stlll"5 for im~\ad n1ti:>i.1nt -Is ~'P('(:i;\l.lf m.u:uJfllW\<<:d with a reillwrnd fibt:fgla~., m'im!o mtt1 \'r, :U1B Class 1 tl1'tlJCI wlW'Jlce rntiug aM II [$ mso a.l~e f('Sl1i1iUll, ~om tmdnurk 4.{,) lR must be W:,wIN ovtt a cl~ dcck (no roof-<l\er~) to obtain the 1\1.1 H8 riitlug.. rt i., slrotl&!y rccomnltli{}e<l that tmp.ld l~$P;latll C;tp ~hh~k~ made trom XI 50 IR ~lllSkg be in~lalkd on all Np.~ <\.lId rldges_ ~rne Jll$urJ.tlt'.e CilJ'rl('f$ltl~y !Jo( ool1~'kk'r tbe wo, ~)'Sf('tJ1l\5 cOlllpli:tnIIO n 2218 C1a$$ i wltIwut tmpiKt re:;tsl<llJt Qp lihJn~t'$ Lal1~tk It l~ ttlllqlle ~('ause its !l:!1(<U(('d 1'ti-LMliul\te" de~lp"ll tornhines three layers of \llilJ.(>rlal tf) PrMi.tklll dl'W11Jtlkally t.hkk sh f ugle wi lh a ,~{..oo &.~af,"C 51 ~I~. Wlt11U\e tUi.-plioo of l.ialdmutk n, d(($cd-rol \1ulql3.l'e pn{w<<! by C~'.lt\inTl'l.~[.... hen Ilppl)ill% du~ sbingl\:1t. Open "aJlC)'~ I'.J'C (tOOJl\m(1'Idoo \'\11\'4 awl)ii:lg bndl1l;lrk 'It; M\\'t-1'" d()$OO-Qlt vaHeY's ilf'l1ll.1sQ ;r<<cp{\lbk'. Wm'W \';l11'-'}'3 l!.ro n(J( l"\X'QfTlfll~'IHlcd (or t.1ndmltrk n. bootuse Ine It{. Lwll1atM shln&le C~. backle tllld btl;QlUe damaged "h~a sbapoo illlo the ~'allcy; Nllih arc requf1-cd:/$ (!1.~fcJ1CN (el' LMdmarlt 11\ fitapleS. Me net ,t11wed, 5!.~~OARO OR S'fEEP Stun tJ.\J).tRL1.YMll.'\T. ::;~1ns11.! 1l(1(kdaym~lli$ m.,'('tiilS AST~t o.jS69 rrP~ r stand:\rds is ~tlgg~(~d, CeI1:t!nT~'$ Roofurs' Scled:'~ SMug!efclt'~ Of Rool\\"'rJI1'" is preferred. toW storR l'!\1)E1UAnlB~i: O1le tlti'<'t <.If W'\lll~1{l\I:u'(r' or itS cquln1elH$, lltI\fo 1:1$:l'$ of W (915 (nm) wide felt $ltlnst~\!l1d<-rla?, 1I1i.111 1,jP{K~t 19' ('185 Ulm) mu~l be app{kd OH.t we entire roof. lMroRT4wYf: WnNII{lj<(<llGlJg I~OlLYark 11. on IllW Nt>P~'l'l oneh)'<:.l' of WinttcGilllrd or an eqt\lva1t'nt 1k'iilU'pl'O<ll111& ~h!flgle underlayulCl1t .. fASTENING STUP SLOff LOW AUD STANDARD SlOPE EKGfJSK D1MENSION.S 12" 1~" 12" 1-{305 mm)-. ......lS05IMl)-...'-(305mm)-...j ....''''''''''~.....~......~'~.....>')/O'_~'''''"~>l<~"\..~\>./<oIo..;..,;.M.\Mlo\,\.,,.~..........'''.........''''''''"'''\lo~..........#II 'r:rti)~ffi. ""e.:... (!j'. .. "_...,...."...,,.... .."."~,,.,,' ",n ..... ,..."..." .... ---... ~ AM! I! P~L_ ___ ~__ _ ') __" I", 5hl;;g!$ lNGlJSH DtMlH$ION$ Cmk$\1 Ur,\fl1r- O',-et. Driverl PriMl *' llfflROOI 01:('.1(1' ~HJsr ag ,n' r.E.!1ffi ~. <9,) \11I1IJ th!rk P~\\ood, or :'/W 0,1 roo$ lb!(k. o.on....\11ef.r. or J\'Omin~l" (25 nlm) tJtl(k WOOlt dcd<.. (.OW WIU.'111ER (;f,BUl"E.i (AU. S1.01'ES)i Appll11IgWintl'.rtJIlj(fll or its ~~l1.i\'~l~~li* Is. ~lrOllgfy ITCttlluUelld~'\lwfier{;~-el' ml1-C is II p(\~~lbllify 01 Jee bui.ld.UV. fMSHfNG: Cor(i)s(on^n~~~lant fhshlng must be \J~\~d to hdp j)1'C'\'i.'lll l~~s \\'het'~ ~ rOof m~tt\ a wtlll, ~notht.l' r~f, it dlltnl1ey (,r otht..(', Qbj('(,ts ll1at ~n"'ltate a root. S'!t\lIN.G: Shln&te $eali!1g l'rliy Dll dth)ed J1 ~hillslt:s ~re llvp!wd III cool \\-e-~jbt'l' and U1.1Y be nlnller ~t+ai~d by ~lrb{lJ1le ttusl uctmnutatlon. If MY shlnsk'S h.~'e not ~ea!ed lllkr a l\>a:iol1ll.b1e l!Ul~ pcrlod, fund S('aU,1g lllilr be ooo.-smy. c.\nlO~: To prt'Wfl1 U'llck;t1~ shingles mns! be ~'\lllkjcntly w::lnn to allow pro~ formiug fot hipS. ridges and valley!, J1RR\., l1': These slllngks ilte wan'iUlt\'1i a&".lLn~t li1aJl1U<ll.'Wl'illg dclect~ i1ud \,'t)wt'Ct.i by five y~ ot ~Ut(\~ pl'O!l'<:Uotl. i:XCtf't LandMark rL "hith f2MjQl'S ten reotrs of Sm:eSf<l,rt ~n:d il1l:1\l~te> W\\:tJP.,e for fcar.Ql1 anddhllO$U CO:4J;, &1: lhe W;itrflily it.~clf tor ,.~cifk de(a!l~ fttldlin1ilitlOO$. =It BACK MltR(( DUMt4SIOUS - * WldeTl'lu:k QB MUIU< .t>t.MUiSlO~S ... .. % tWin 15-<1: r;"'6fttit !U1tl~.ror t'twJ'.MJ s14/l~J, UNOE8$lOE l'''..,--_....''.m....__._,.._-~-.Q~ad;a:a~nd-il OFTOP ! - ~ ~~TE s-g---s-- . <_ fCilJf lamlnat"'9 adhesive strlp,ror.(J stronger CoM. For l~hnkaJ quastklns, IllfotFllat!ollo!J accellUbla a\lern1111'1I ajlpl1~al~il mW;O~1 Md malerlal,. flf a CIlpy tlf the J1f()a~tl warranty, twfAtt t~" 138 figla'/J J.S../.Q.: "({PC-CQUIY/I WagtJnrd Method" hrslnf(utlo!t sdJt'flUJtk~ figaro ):N ,..lIfeN!j;ht /)f cf<,.,I,~krd I.iffy d;>tail". HZ CiJaIJ!t.'r 15 CRltJiHNTIlllPS ttl NG16 ,\PP/,lC ATOlt'$ ~BNT lL L HglIll< 15.J' ft1dt.1'M'h f}B'JffilUM tl tdder flail ('fr('(/ mtd t.\.tnt.strong {)IJ4drI~.WI"C(lfJ.$l1llftlOll_ cJ)(rft/<1' 1.5 tE R 1'.\ l:'in Ill) S JJ I S GU HPL (tArO R' S ~HS u.u 2I\U.'rnROL>GH 5'111 (X)(RSJ:;S: CAl.JTIQNt rilllllrc to loU,)\\' 11l...'J(ta.t1611 $l('ps t.S btlQW will bring Kim\s to\') dose tog\'\.her \IlJd lU\ry cause \lU~ura\1iv~ p~\lems!, 1. (at" 5 ~. off the Idt cud nf the .~1 shIngle and SID'\! \hi<; plC\:ll r<}r hltl.'! \l~ ,\ppry the 3)1;s' (34%" for [.a.tl(fn:1ark n) roll~ p.!{'(t Orf.r and u..%y€ thQ !1rst-\,'Ou,'$e htJllgle_ u'ave the!x:uUlln 5%" lab pcrtion ilf \.he flnt-<:U11rse ~hi1JS1e t'Sp{Ji;\~(t (Figlll111$.-f)). 2. ({It a 11(,. .\1ff \he fi~l s1tin:?,l\~ of lhe thlrd (Qlln>e and sate this. for talt,t. IllswH iliil2'71~. (~.I,.~l' rOI~ tamlntil!k tL) lung pk"\' ()\'\~r \ll1d ;tbo\~ !he)tti.mJ-CIJ\U1>e ~b.illgt.J. ;t .\PM' the PfL'Vlt'usi)' nm,)1N J! 114," long pk.i:C lJ\er and above the (hlf(r.(:otl~ shirtgfe. 4. ilPl1ly too prt'iou:lty I'tl1wi'cl5~a." long l'k,<< froOl the ~t,{OJld Cotlrw. o\'~:i 9,l}(t "b{;w lbo f\~urtll-i,;mm;e shhtglt\ $, Install" full li!1111gfe against tIle right Mgc of e:1dl ,:ih!rl"llje io t.'mlr~:i OM 1l1mngh fll'(". ({)~TlNtJlMj UP l1lE ROOf: l. lk>slnnlng ilgain il..ith a full r,.'11ngll.', rcput lbe five,rour$\:' l>attefn tllllhe !tft l'akt. 2, l:i.lt-In cOUJ.'S('$ across the roof in <t sttilpcd IUaM\loal h-mltl11 using rull ~hll~. lro not nnl (O\lf.~\.'S ~r,ilsltl a(ro~. IMl'OR'fA.'<lfl Do nQt alfgr.t j(llrits or ~h[llgl.as closet 111M 31;2" {rom ~llle MQlh~'f, ---_.~----- .. --.--------.---.-.---- CHIMtUY fLASHING ".mm.'......"......"._,..........'''.,......,....,........,~m......''.........,_,..",..,.,......,....."................. ".~I::I:~, Minimum :..' (l?~mml. t I"."" Mli\irr~im 3"U5 n~y:) Mi\~ln;jm ff~wr: /5.13.' Stt1f>fi<:lslJ/J18 minrpmtn ftrmalriimt, ~Mrm: \."se 7s,~. or more for Mdrfc dimcru,l(>n and t:U1dMark TI. shingle:;. C~!fJ.pMr)j CnnIN'fBJU> SUINGl.~ UPtH~.nORS ~UNtJ.U 14). LANDMARK n ..... "'.1" t25mrn) ,,------------.... "'""'W""':- Sta\l~r Sl1iftJI!1 Pt'guro JJ~'l:. JJrJhJ skJrter ~1HI'sf''$ (1)41 (itlf ;.5/8" N kJ..~h!. ..-. , ....-~.....~.^___...",......".......,.,..........~"_~"...............................~....N'<"'..w.""'l'IY'<'tv,~.........,,,,._..........,.'''........,.___..-.........'''{ I'i/:h~'lt i )-16: .'iJxJdtFIC fUdge lUUS$(lJl sltifl~ daMeb I't.lsffy p'OfH . fk'{\!-pf{,<'{~ ,j,1ttJ to rllORI1 i'J fIulicfdual mp jJl(~.,s. 14. C!Jap.f{;rlj Clllt'UJ1'lTlllH) SUINHH ,U'PLlCUQR'S ~UNUH ........ HIPS AND RIDGES U? ("AI/I lO~. r::,,~e:;.'\h'C IlSe <l( 1'\)Q$1\g Cell1{'ilt ...,111. Ql\~'1e w.\fll~~ to bllotl,'l', 1-10 CfuP{d: 1J (Ii AnlNTRll (). SH I NGJ.B 1\ PP !.lC.\'fOR'S ~UNUH Hi <:lmpktI5' CSliU.1Nnnl) SHING~1t .U>PLlCA101tS. ~UNll.\t CONTOURRlDGF' . P8EPARlNG mE ROOf SURfA(E fOR REROOflNG . FigtlfFJ 15- J 5: l/I.'e..o.,um !)iag(#w/' NnfftJ lsr WURSE: 1. '111\.\ atsl-CO\ll~ s~Jllf.\k:f are l11,We of full Wnd.'Jark $hing:\..'$ with ~. cut off the !:wt'>;'lill \ff the fubs. 2, M1&tllhe llPit-<Qi.\r$e SldllS wllh tue left i1.nd {QWI,'HJgCO !1u~b \\'iih .tlle ~!.1rte( ClJnl":ii.~ 12' (305mlT1) . 11'4' iJ\'t!banll ~Jmn} Rig J 5.12'; Tbd Mra {!.Vf.>O.:'lIi'fi timl {hli-1:I1t.~- {if ('.ollfourRldgl1 iJl/l>au(t's rfJc hXifliM$ riM $U~'t'$ iIlSt.J!ltitf<)/J tlm".. ;:l. C<.\nlinue itllhe same fasbi01\ using ~le StJ.t.uu S1ri~ as \l ~;1uge (I) !nstall cap ~hbiWes at an S" l>J:posure. . I;detrrc Dimension tlf/I{q JJ'If1! t<u:b SI.1{J@/.fmtf,gtmlt.tgkbtl1i !1N!I1:/JffJ!g tlmtfJ IJiId tu'O .iitkl.allgIUWlI1t IJ(llrlf(!$ to, fidp ct~,#,fe'pI"O{Jf3r J,!tJ/.W1tJ.mJ. f(t;/fIv 15~:w:, L~w laJf[QJ (Nk/Je$ I" f.~'llf(jJ' sbip:;,1ex Oft l;lps 1/fl.1 rl~Jt"'~ illii/I) /~'tite.lbc l~ft.'!'l'l:t ~'(pi~liJ". . as 116 o --1 --1 LO -q- N ~ f::::! !:Q .~ ~ co LJ.o wt3 ' '~ 63 ~(1) ~~ti3 C2!.a &cnx cD ~:f~ g(V)" a.~a. u.. ~ !zo>'2 · e Qffi~ :r: I UJaD (,) ~ i!:~i-':l L5 u.. ~f-~ en cn~i!: o Z~:J -' ~~ ~~~ -' ~m i!5-,,~ o ON 000 a.. ~ c::C :i ~ 5 c::C " \/)w- I '-" 0 UJ t3 0- ;<!;;<!;~ o ~ ~~8 :s: co ~ w cc "'........ Dgo.. > ..q ~~~ ..Cl c: W (1) c: ~ 0 a.. (9 ~ ..c: <( (1) ~ en :::J Q3 J J: :::J ~ E C :::J ~ ~ ~ DDD C'J C'J -c-- o <D ~ (!) Z - 00::: otti (f)Z z- <((!) aZ UJ C.,? . , , , , (f) Z o V5 > W 0:: w <...> l3 z w (9 ~ o o u.. W 0:: <( :::> o (f) ~ u1LJ.~cc f-ou..12 ~~~!z ~~ft~ ~~t5~ :;j~~b ccu..f-z ~f5~g W><:cnD I-~zz gwQ<<: aa::U)w <<: z ~ , ff3U)~~5 ~~a~~ oU)D::f-U omQ><:ii: LJ.~ffiUo.. ~D~g~ :3::J-_~~ a~~Q;- U)W-'o> ~~~:i13 z a ~ci 0) Ul> 0) -.J a ~m Ow L() (~ N Q 0 -u.. -:r ,... gUl W .JI- 0 U.~Cl ~ ~ ~.q- ~ i 11;0) zeta we:a [J iD tl: I N I..() I "'" ~ ~ L() ~ D o::t - ~ DC' iDC' nN nil') .Jell u.iD ~C' (' a,M I- <tCP t-- I- W W :c CJ) ZW O~ -<( I-Z <(Z --I~ --10.. ~ CJ) Z - LL o o 0::: !.'l::& wo zU zw <i::;,;; :;';;0 )OX: z(/) <l::::> Z:;';; @~ uu. :::>1- oZ OW !.'l::(/) Q..Bz ~0@ ~m~ 1-1=0 Qa:~ ~:;:- ~W6 :::;;:I:.:J ~ ~~ Q..0f-- (/)I _f-Z :I::;:;UJ I-"'U w () I- o Z I- :c (9 0:: >- 0.. o o SHEET NO. 0.. 0::: o <.) W :;E o :c (f) ::) lJ") o o N @ 8-8.1 A LAST PLOT DATE: March 15,2005 NOTE: IT IS THE CONTRACTORS RESPONSIBIUlY TO REVIEW ALL DRAWiNGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERJNG, LLC IS RESPONSIBLE FOR THE SmUCTURAL INTEGRllY OF THIS PROJECT ONlY, AW DISCREPANCY BE1WEEN RElD CONDITIONS, OTHER DESIGN PROFESSIONAlS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEAlED DRAWiNGS MUST BE BROUGHT TO THE A mNTlON Of DMSCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSmUCTION ,.....--- ./ ...... ;' " I , I \ I \ f 1 \ I \ I \ I , / ....... ,/ ......---/ I SINGLE HUNG - MASONRY (FLANGE) ~ J'f 'wUlD WClC l'f OTt<<:1l1 ()(l'Tl: , , n (AtoU K MCN V1NIIlN nNa . 'VOO) llJte IMPORlAKT INFOaMATlOK . GiDUM&. KOTts ~ IUd.... ~ tottJ$l.l'l ~ ~ rI f\rliI eMldn ~ ~~"""bt~Mt. ~-~ Wi~ 1NSl~t.ATtDH~~ I) SKM AS ~ AT fJ.CH MY 1Ll).Tt()ff NfO<<)\ wrl'1i lOAD ~ SiiIH. twr. ~~ SHU4 STJa. ra ef 11'-. l} use sruccr.JttO AOO'UC CIMl ~ WfJI)1'JN nNQ AT tv.o /I WtIlS. $tu. 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Wi!$. n ~ SlU<X:MZW N::ImlC a.wc rolt PElW1ETt1t 5tH. mJMJ EX1'tJtIOR Of WINCXM fIWoIE. 4) WIK1JW flW'.E ~'ItJl.W.: H.l.KlfJH HlI116OU. S\CA1j.(JHG .., ClI!:U fI41'IltU'Il)t AHCIOt .. \.'00) Stilt.., ~ IHUN.lA'I~ AHCtOlf .t 'e'tm SeRCII StCNH SlLCto Olr SIIIIN(; I't oneill eMU K''oIttlt VSlfDOW FIll , St<AttCH6 nIl.. Sl11H -..L:PACt 1Wl. -r (SO! SMttr 2 ~ COHTiN\.IATlOCl Of NOm) Zit EXTRUDERS ~OI~_h" ~lN$TALLATION CtTAJL Vila SCREYS DR NAILS RJA HCl?l. SLJDJNG rlN WINDO\I - SERies 1000 DMU rmBB A7PRf1V1D BY: RJA DATt:llllO/OJ ~t&N. T. S. CWa.:rln00l6 SKU , Cl" i! ~ .cIJ&.G TW IT \IIXlt M:Il IT ovc Ao"P\.U TO I<.A,) . SU "III ,-. ." . r . ." 1W( ~ AI':( V$LO &lid lU'l JIlJ.!t ~~-~- ('''-' ".WllllltH. Ull. <<U'.I .t . :1/4 mt t AH1l4 PG D(1tJ~c INTI:RWtl (LIP , . , . II' l\IIC tUL ~ UItJtlf .'\.((I \Il14IOoI 'l_' . IU.I. PI ncATHl'-G . . I . )It 11M PUuo. "''''lAI. MClO .. ~ <<IO(\I(1'(U . q .J . " ".. 'ff. q .. J.:!!.l'<Nl . q.- , '\.. H((.t.I1 fl\L " 1'1"" ~ltW11 PUTt If 01 IoMlllDW. ~001.~. "'~., ~~.~r ... :1/41(1.1 . IW.It\II \...,~ m tfH14 "" ~.. lid.. ~:=~\" .srtJtO~ A-A It) . """ lOt l~ '.II;XJl(,l<<1 .IU. nl1~ CI . :114 Inr 'Wl14 '"'J . t MI . rn 111M: .'UlOt 1..-" '- .. I "4 sn.r I. m 1""~ 11'$ Ie" I'd" SECllON..J...A In l~ ~.".IJ(l>>(' all.L (1."" .. I :II, Int 1~ IkS . . , "" I SIt "UK 1U\104 L I In" HI. tP<X~ ~ .1ol...".MU \II<<H fVO<< I . "" lOt 1J..n&1gf 1oll('o(1 rllO\ll tmlllQlt m :',%,lcllU..:fA W wn ~ oIL4.... _ -.._tclIIlI ....... ...." --og.~~ J Lr.tt~~ W.!LI o '- II . 314 lC\,r I'XlI SJC, t N'tlllli ~ 1<... n ".. .sEct~~ A-A (4) \. II. Sl41O.1 lIl"~W JloL9 III S[tTIO~ "'-A (7) t<M 11\.,,, .. . 314 1lI.I '- lOOt." 1""111I SlO ~... I1I'l'I IU..... Kh'CCllI SrCTIOI-t A-A t31 VI>CiC'oI'L-..r.41 . I,UJOI r-,.V.lIUKtI.. ~=~i" .~~ n",.. '''-UJOI .. . )I. 1(1.1 1/\H1'" Illt I . 4 . &It lV1( lULU. .....Jtlf .'141. 'w)IIQlN , ~U<<. . tlIUlOIf " . 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It4l~ .. . I-II. ICLI tWM IMI S[CJlON A-AJJ) ,a.-1ft r~~ .. . 1.1I m.r 1 AInNIIIXI atJl.wt It t\ICtlf ~,~ I ~'''" .. . Hn Jl:V 'N'tll4 ~ S[~)ION A-A f!) .. . Iff Jl:Lr t IlI'1'II4 II'CI ...."'" """tlf \o'l.<<H 'IINC I flW.1llII ... I'V. Ul.I 1.".. "" SECTION A-A U) I . . 1M .. In ftIX IU.llQlt .. . .if an' ,~~ ~ It t'ooUlt 'Ir.>#N , oto>C , IlLUIllII .. . t-Iff "1.1 , It'rMi IIC $r.~1OH A-A (3) ".'11$ 111)C IULIOI .. . "' lC\r . 'II'f)G 110 ".e."," _",,"It ~r~ , I\UJOI .. . 1-1" I(t.I' 'Aff'MaxI srCTlON A.A IS} , .. stir 'oV'ft14 '-<" ~ ClYP.. aua...a wwr.Ff"m.,r,R(#f a ~g 1:~'( Cll FLORIDA EXTRUDERS f;6fO bm WI ,,~~lf ...~.. s Ilri~ . · i~] ~ . ~ ~lt 41 " snt 1 AI'PJlIQ , ",,' Sll$ Cl" I '- alAI..I V(W(~P:(jIJ *tIM ~ nfPJ , lit" Ia. t"JlllCWY 4 . r: ""auf ..MCIt Yl<<I\I " ~. ... ,.\,1'm 1 N'f'7i4 1>41 S[~~N A.A (2) .. It I" I(U ,~ 114 ~r-mr I IY.L:Jl .. I "''' $tV ,~ 11<I S[CTtO~ A-A (.4) I...". '\IlIC IU..l.JOf .. . "II' anr WOl'" Ktwaf 1~,", ~I\.W(' 't~~ A-A fl) ~... #r A A ......, ... hi( rlt lIl.-n..., .. . ~.Jr"tf3' ''''')4 SI4I ~[CTIO'" A.-A f&) I iii" IQII. f)O(JH: III r ~ "'~U 'aMe , ....u.lOI .. . r-v. m' 1~" ~f;fl0"4 A-A (2) lIIloll..tll1 .lWl. =',&eIoCU ~u:..m.r ~~lliQS It . ..",' ~/OI SEC't!ON A-A (7) ''''')10 "" SEctION A-A (4} ").... II.'W TUX MUg. ~ r A ~~~I irlt; Ii]! 1('" IHt kl'ooUlt ~ ,..we . IU.UJt .. . .. SI' I('LI llnIlG ~ 5[cnoN A-A 00 QP'~L~ r ~~f,Ot *'~ 1. 4. MUlCM 1cI'"L",.Of ~J<It ",.. "" 111'(* ~ __ I1f1'J h'~ IUiIllll "'ItoLP.A'~ ~tI' ~1O~.~ 'l,O K.lO . SU lHllt' I. . . '1ICll ~ "'" WO) DOHJ '<J . . <1\. .11I "*" IUiK lIIOOCIao \'lU ....... ~ 1'W " V\ltIJ tin It ~.. DtTM.C K.U lCN W"H1~ NUI.(.A,\Qt ...c:IOII .. YllDI IUCW'''''J Dm..-.. "'"101 _'~l.A,COIt cu' loi'l'LU '9 ..uo _ SU ..'" ,. 1& .- & r I 4 1'VIC l4WOIolS N"- ~ >>tt..1lI 10 ~ _ ~ WI<~' . . .- . J 'II. TVK 1lWD4 Mt U5CO (.....,ou.UOt aooo II \tCIllt 1CII(1t 11\"" au a.. -L . 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Sit m.r _ III 1AHM '"' 1<'" 'h'" ~[Cl100 A-A {&) ........_--_....,.....,_.....-~-.. . .. . '''-'---~--.'-~_..__...- <Q <<IM-D ~DlW04h~ N1tUAI IOIt IloOClI :at... .... 'N'QJ4 lOIN ..ooa 111t,) ,.ft..... MUlCN M'tU.AlICM UII' J~L"..,. ll'.IC IitC NT ~ , , ..... " ~ ~ 'o'ClltO r!tOW ~ FLORIDA EXTRUDERS ~ JPiTf WI 11M=S(R. 1000/1'00 flANGe SHttf I or 2 HQ$IIZONTAL I1UlLIlJn $(ClJlJNS SEt OTKtR stCE CSHtCT 2 or 2) rOR KSIGN PRtsSURt CAPACITICS t>llA tlt ty; Ii S Ii o,n'll CI) z a U5 :> w Ct:: w (,) b z w (.!) ~ a f2 w Ct:: c::( :::> o U) ~- 15 ~ ~ I~~~ o..~ffi..: ~~~2 ~d5~8 I-gL4J ;5 ~ ~ UJQ": ooc"'~ ~~~~~ ~QaoR O~OCf-:5 ~~~~o. ~i5~~~ a;j-.OC;;! Vlffi~~~ ::J>..:zo: ..:o:il:..:a l.() ~ C'\I ~ 00 l.() w b; a..: ~ ~~g ..0 c: W Q) c:: ~ 0 0.. (!) ~ ..c: <( ~ ~ <ii .:c:::S =' -, E .5 ~ 8J ~ t= ODD C'\I C'\I or- o <.0 en ....J - ~ W o Z o - :5 -I ~ (j) Z o (j) (j) o l() N =4t UJ o ~ (j) o o I N l() I I'- ~ ~ l() ~ a ~ .. .- dI at' Ij)t' \'IN Mill .JdI u,1j) .t' ~M l" (l!1 ...... Z IJ . -a tQ> -.J 2:cn Ow ([1: 00 -J: [1: III 0.... .JtQ u,WC .J~a <.ID [1:ZW .... za!: wa:J UoDtQ - ill (,) I- a z l- X (.!) Ct:: >- 0.. a (,) ffi~ zU ~~ >-:J: ~~ z~ -0 @O:: uLL.. ::J~ 8bJ ~o:: Z Z 8Q z\{2 ww~ e:~o 00:<( z:s:O ~wi5 :E:J:..J I-LL.. S~~ a. Of- ~ i= m i=~(,) s o o z - S w z o I- U) W --J - :E w :5 ~ z z c::( ....J 0.. SHEET NO. 0.. Ct:: a (,) w :5 a :r: (f) :::> to o o ("\oJ S-9M LAST PLOT DATE: December 21,2004 @ NOTE: IT IS THE CONTRACTORS RESPONSlBllliY TO REVIEW AlL DRAWiNGS BEFORE CONSTRUCTION BEOINS. DANSCO ENGINEERiNG, LLC IS RESPONSl8LE fOR THE STRUCruRAL INfEGRfTY OF llilS PROJeCT 00l y, Nf( OI$CREPA'l'CY BETWEEN FIElD CONOmoNS, OTHER DESIGN PROFESSIQN.ALS' SHOP DRAWiNGS, CONTRACTORS' BUILDING MElllOOS, AND lllESE SIGNED 00 SEALED DRAWlNGS MUST BE BROUGHT TO THE ATTENTION OF OANSCO ENGINEERING, LLC PRIOR TO lliE COMMENCEMENT OF CONSTRUCTION. ,..,.- -- ./ ....... ;' " I \ I \ I \ I 1 \ 1 \ I \ / , ,/ " ,/ '---"" I CAUlK BET\JEEN \/000 BUCK .. HAS1'f. OPENING BV OTHERS CAULK BE.T\lEEN DOOR FLANGE e. \/000 BUCK PERIMETE.R CAULK BY OTHERS INstALLAtION ANCHOR 3/16# DIA. TAPPER (NOrE: 17) CONCRETE OR MASONRY OPENING BY OTHERSl SHIH AS REQ'D (SEE NOTES) INSTALLATION ANCHOR tt9 SCRE" 'JOOD <'fYP. \IH~E TAPPERS ARE NOT REQ'tJ, - NOTE 22) SECTION A-A & CALU<lNG AT rASl'tNER Ha.E$ REQV1REn (SEt NOn: 2). SLIDING GLASS DOOR FRAME: SILL & .~ of INSTALLA1ION ANCHOR 19 \lOOD seREV tlYP. '-'HERE TAPPERS ARE: NOT ONE BY \lCOD REQ'I). - Non: 22> BUCI< BY OTHE.RS (NOTE 11 8. 12) & J 11..' MIN. EM~EgM7NT SLIDING GLASS DOOR F"AAHE HEAD TEMPERED GLASS <TYP.) . CAULKING & REQUIRED (SEE NOn: 2). , ~ 1/2' A A '" 6 '" 1N$lAllATlCt4 ANO-lOR t9 '-'001) SCRtv "/PlASTlC MO-(l~ <tYPo \t1€RC A TAPFtR$ AAE t;Of Rttn. ~ SEE NOTE W LlBtRAlLV APPLY CAlt.l(lNG ltlOCR SILL OR st T Sllt. IN BED or COOCREn: (SEE NOtE 2>" S'HlH AS REQU1RtD ($t( NOTt 1>" '" ~ EMBE]).l.4ENT 1-114" Mitt INSTALLATION ANCHOR 3/16' DtA. TAPPER (NOn: 17> CONCREn: QR MASONRY OPENING BY OTHERS t)o SHEA THING BY OTHERS SHIH AS RE'/Q'D (SEE NOTES) CAULK BE:T\lEEN DOOR F1.ANCiE 8. SHEATHING STUCCO OR SIDING BY OT~ERS PERIMETER CAULK BY OTHERS & CAUlKING AT FASTENER HOLES RfQV1RtD (ttt NOTE 2>. SllDING GlASS DOOR FRAME SILL & 1/4. MAX] SI1IH SPACE .C) .. f A 10 INSTAll.An~ NoICHJR IS woo SCR!V IJ/PLASTlC ANCOO2 crYP. \JHERt TAPPERS ARE OOT REQ'D. & stE NOlE 20) LI&ERALLY N'PLY CAUU<ING UNDER SILL OR SET $(U. IN BED or ClJ"cRETt (Sft NOTE 2). SHIH AS REQUIRED (SEE: OOTt 1). iNST ALLA lION ANCHOR .......... DOOR \II DTH wa \IOOD SCREW (NOTE 21) [ T"O BY \1000 SLIDING GLASS BY OTHERS DOOR FRAME (NOTE 6) JAMB 1/4' MAX, SHIH SPACE I-liS' MIN, EMBEDMENT SLIDING GLAS DOOR FRAME HEAD TEMPERED GLASS <TYP,) DOOR HEIGHT . CAULKING & REQUIRE:O (SEE NOTE 2). 6 MASONRY INST ALLA liON SLIDING GLASS DOOR fRAMe JAMB 1/4# MAX. SHIH SPACE 114# MAX. SHIM SPAce 1 Jl4' HINt EMBEDMENT ONt BY \1000 BUCK BY OTHERS (NOTt 11 8. l~ CAULK BET\oIEEN "ODD BUCK 8- HAS'Y. OPENING BY OTHERS SHIM AS REG'D, <SEt NOTES) & 2X", 2XG, DR axe \/OOD BY OTHERS (NOTE 6) CONCRETE OR MASONRV OPENING BY OTHERS INSTALLATION ANCHOR fiB \JOOD SeRE\I <TYP.> (NOTE 23) (A>>aOtS mlVN 1H SAMe PVJC FOR ClAAITV IJt.Y. 00tJC STRIP ~ tG.E$ SPACED 2' foliAR., a-. IJ'f'U$lTC nANGt$,) CAULK BET'JEEN HOrn< STRIP & \1000 BUCK SLIDING GLASS DOOR HOOK STRIP INSTALLATION ANCHOR 3/16' D1A. TAPPER <NOTE 17) CAULK BE:T\iEEN Dom F"(..ANGE s. "ODD BUCK ~ . CONCRETE OR MASONRY OPENING BY OTHERS STUCCO BY OTHERS SECTION,. B-lt Lucca T BY OTHERS SLIDING GLASS DOOR INTERLOCK HOOK ~TBJP DET A16 IMPORTANT JNFORMAnON & GENERAL NOTES The$e notes n ~ to 0"lS\If1t PfOpeI ~1latJon offloflda ~ ~ p-od\KU eod must ~ r~ fully, TEMPERED GlASS <TYP,) DOOR HEIGHT ~~~EP.AlINiTAJ.,LAT1~ INSJIUXTJONS 1) SHtH AS REQ'O. AT EACH IN$TALtATlON ~OR MTH lOAD BEAAlNG StitH. MAX. NJlJHN3l! SHIM STAO< TO Be 1/i.. tOo'D BtAAlNG SHIM At SIU MUST ee PRESSURe 'ffiEATD> WOOO OR PI.AST1C AND MUST BE COMPlElUV ENC'APSUt.A'TtO IN CAIJlXlNG OR SET mtO WET COOCRfTe. A 2) use SlUCONllfO AOmJC CAW BatINO DOOR FtANGe AT HfAO 8lJAM8S. UflEAAUV m\ V StUOONJttD ACP.YUC LJn CAUUClNG lJNOO\ SlU. OR SCT SlU.lN eEO 0fI WU ~ CAUtJ( et1WWf BACX COONER ~ SIlt. RISmN40 ~. (;AI.AJ( ALL FASTENtR HOlIS PAlOR TO INSTAWNG fASTENElt MfJ MOlINO HEAD AFtER lNSTAUAnoo. 3) USE StuO:fflZtD ACl\YUC CAlJLI( FOR ftlUHETER SVJ. MOOND OOE1UOR OF OOOA N<<) 8t"1WaH HOCl< S'fIW) a 8U(X FOR POQ(.ET ~ B 4) JAMS AM) SIU. OOAAW m TO Be SUUO WITH A SMAlL JOtrff' SEAM SfJUR. S) OOOR fP.AMl! MATfRIAL: ~).1INUH AllOY 6063. ~ 6) lWO tTt wow eucx MO/09. flWtlNG AT Tli& HOOmRIP TO BE ~C\JRE\, V fMTENED TO TRANSfER ll12lCW> TO me ~ MASOAAV, CON<UTE OR arnElt S'ffiUCllJP..Al su&SrAATE pfR rac; SE<:TlON 1701...~.2 ANO m: ENGINtER OF R[OXU)'S OET AILS. 7) R.OfUDA EXl'RlJ1.)fA.$ 1000 SERlES SUOING GlASS ~ IS SHOWH. TlilS mNT 1LSO AWUES TO THe R.OlUOA fXTRlIOf:U 500 mo 2000 SVUES SUDING GtASS DOOAS.. 8) ~ wy: ~s MCMNG pN-l(L AND -0- ~ flXW PANtl. ~D CONFlGVAAnONS AA& AS USTm ON TH~ ANOiOR IN$TAUATION OiART. A ~ ~ B & fit EX1ERIQR F.:l~VAnQN 2 PANEL DOOR SHO~N (SEE: NOTES 9, 9 8. 10) ..,~~\U".I $"........... 4t JJl '\;'. ~ @ ~...~~~,.......Drtj;J."'" ~. ~~ .I~ ...~\JlF~,;;-.. ~ \ f .' ~ ~. e, ~ f,' , 3! : tl ~ \ ~ \.. ~1l3.io3 ~. ..... 1It.. ,,'1$/ I~~ \~c1."'" 1f>~,' ~~ ..- '. ~1. ..h....6.~V./ ~'l 't1~ttM. . ,'-:..... "I ,"',.., ..-.;.~';..J" [SEe SHffT 2 f()R CONTlN~nOH OF NOttS] FLORIDA EV'TRUDERSlNTERNATIONAL,INC ^ 2540 JEWti11' LANE COO'flCATt f# ~llOH NO. iUS S FO 0 I T1'l'LE' SL DING GLASS DOOR 500, 1000 8. 2000 'MASONRY INSTALLATION VITH NON-STRUCTURAL BUCK AND TAPPERS DRAWN BY; BB APPROV!D BY: RJ" DATE: 12/19/03 SCALE: NTS DlfG I: fLEX0021 SHEET 1 OF' 2 RE B FRAME INSTALLATION 1/4- MAX. SHIM SPACE 1-118 HIN. EMBEDMENT T\oIO BY VOOD BY OTHtRS (NOTE 6) TVO BY \1000 BV OTHERS (NOTE 6) JN$TALLATIDH ANOlM 019 \1(01) SCRtv (tyP,) <run:: 21) (ANC~S $HOVN IN SA)of; PLM't f'M CLARIT'\' tK.Y. tOJI( STRIP ANCttm to.E$ SPACED 2- APART [J4 OPPOSITE fl.ANGt$.) CAUlK BETVEEN HOOK STRIP & \lOOD BUCK SLIDING GLASS DOOR HOOI( STRIP INSTALLATION ANCHOR .a 'JOOD SCR&\I (NOTE 21> CAULK BET\JEEN DOOR rLANaE: 8. SHEATHING 3/4- MAX. i~ml! \ BY OTHERS SLIDING GLASS DOOR INTERLOCK HDhDK STRIP n~IAIL.. tEMPERED GLASS (TYP.) PERIMETER CAULK BY OTHERS SHEA THING >>'1 OTHERS SECTIg~ B:-- ~.. STUCCO DR SIDING BY OTHERS IMPORTANT INFORMATION a GENERAL NOTes These note$ are provfded to enstlre propel installation ot Florida Extruders MUestone products and must be folfowed fully. A ~ ~ B G~~ INSTAllA110N INSTRucnON~ ~ 1) SHIM AS RfQ'O. AT eACH lNSTAllAnON ANOiOR WIlH LOAD BEARING $filM. MAX. AllOWA6l.E SHIM STACK to lID aE 1/4-. lOAf) eEARlNG SHIM AT SIU MUST BE PRESStJRE tREATED WOOD OR PlASTIC NJO MUST BE COMPlETELY ENCAPSULATED IN CAUOONG OR SET INTO WET CONCRm. 2) use S(UCONlZED A('.RYUC CAW< WilNO DOOR. RANGE AT HEAD & '~6S. Uaew...LY ~f1.Y S1UCOMltO B ACAYUC CAUU<.lNG UNDfR SIll. OR SET' SlLL IN BED OF WET CONCRETE. CAUU< BElWEEN BACK CORNER OF sat. l:::... RJSfR ANt) CONCW"E. CNJlJ( AU. FASTENER HOl!$ PAlOR TO JNSTAWNG fASTENER AND AROOND HeAD AFTER ~ INSTAlLATION. 3) use SlUOONt2ro ACAYUC (AUtJ< roR PElUM EltR seAl AAOUNO MfIUOO OP DOOR AND BE1WEEN HOOK SllUP & 000< fOR POa<.U OOORS. "') JAM/) AND SnJ. CORNERS ME TO BE SEAlED wrrn A SMA.U. JOINT SEAM SfAJ..a 5) DOOR FRAMe MATERIAl.: AlUMINUM AllOV 6063. A 6) 'MO 8Y WOOO BUCX AND/OR fRAMING AT THe HEAD, JAMB ANO HOO~PTO Be SECURf\.V fASnNW TO ill TAANSFm THE LOAD 10 THE WOOD OR mRCMD FAAMING MEMBfAS PER Fee, SEcnON 1101....4.3 AND fflE ENGINEeR OF RECOW'S OETAIlS. A EMBEDMENt' 1-1/4# Hut A A EXT~BIaR e:LEVATl[J~ ~ 2 PANEL DOOR SHOWN (SEE NOTES S, 9 t. 10) ~ Ell' INSTALL~TION ANCHOR 3/16. DIA. TAPPER (NOTE 15) CONCRETE OR MASONRY OPENING BY OTHERS SECTION A-A . L f: ~= ~"''''f$~",''''\\H~~~~:. ~. ~ ~"'1I.," """~J,'.' :ll; ~':a.."" ~........ v..~_'" _ ~ I ~v .,- ...I"fjlh 't. V ., ~ ,I' 11\~U.h",~ ". \ I ~ r. · 'to- · ~ z 1: ~1 .~ ' t ~ t.. ri{ZttJ.r.lJ -i \ .. ... ~ ... ~ I I ~ " ~- ." ' ~. ...~~ ~ ., ''''h:.'' ~I p~ I ... _ 'i06",.:...... (.~" .J' Cl' ~ ".h VIf1ItA\...':..~~. \"",.....~",,'" (SfE ~EET' 2 f()R CONTINUATION OF NOlES] FLORIDA EXTRUDERSl~~~~N~~~. OOfIYlCATt f# NJM>RlZATlOM HO. am 0 D TJTLE: SLIDING GLASS DOOR 500, 1000 8c 2000 FRAME: INSTALLATION WITH #8 SCRE:\.IS DRAWN BY: DB APPROVED BY: RJA ATE: 1~J19/03 SCALE: NTS WG ,: nEX~1 SliT I rI" 2 REV DESCRIPTION DATE INI B ~~".:o~" H. 1~/le/03 RJA 1HJ/at ~ IItWtO 1O~N4DM Ull5mroHS. ~ tKlTl ZO IHJ mAllO ~~ HOT1S . TO If) . at TO 2t 1#O~~'1'O 1li(S( HQlU, Il('M(O TJI'PO!S M ICllOC WAHO. 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(j) -0 0 UJ> -.J I.{) ~lD Ow N U) (12: It 00 W --I -I - ~UJ 0 ~ Or- .J tJ.~o ~ .J~O W < .\0 (j) I2:zw 0 0 r- zo!: 0 wC:J I Z U\OU) N 0 I.{) I - r--.... ~ ~ ~ L() -.J ~ ~ U) Z - n:: 0 n::& 0 LLJO zU 0 W ~~ >-~ U) u ZCll ~::::> - z:!: U) I- -0 ::s 0 @if Z UI- I- 8~ C> ::c &:515 LU (!) ~ffi<n C> i:l5l=~ :2:: 0:: I- 0 Z <( >- ~a:c3 z S:a: a.. ~wo - :J:.:J 0 Z 0 I-u.. ~5~ - ~ U 01- ...J ~ (/):J:m -I- a.. :J:~ U) I- U W SHEET NO. a.. 0:: Z 0 (,) 0 LU S-10M ~ I- 0 U) ::c (/') W => l,() --1 <::) <::) - LAST PLOT C'J 2 DATE: December 21,2004 @ NOTE: IT IS lliE COOTRACTORS RESPONSIBIUTY TO REVlEW ALL DRAWiNGS BEfORE CONSTRUCTION BEGINS. DAASCO ENGINEERlNG. LlC IS RESPONS1BlE FOR lliE STRUCTURAL INTEGRllY OF l11lS PROJECT ONlY, Nf( DI~~Y ~ MO CONomONS. OlliER DESIGN PROfESSIOtW.S' SHOP DRAWINGS CON1RACTORS' BUILDING METHQOS. AND ltlESE SIGNED AND SEN.ED' DRAWINGS MUST BE BROUGHT TO THE A mNT1QN Of DANSCO ENGINEERING. LLC PRJOR TO 111E COMMENCEMENT OF CONSTRUCT1ON, l>. ,...--...... .;' , / " I , I \ I \ I 1 \ I \ I \ / " / " ;I' ......---"" I ONE 3" TALL x 20 GA. 50 KSI MIN. U-BAR PER DOOR SECTION. & END STILE 3" TALL U-BAR 20 GA GALV. STEEL 50 KSI MIN. 01 02 03 DATE 9/27/1999 12/01/1999 1/2000 DESCRIPT !ON ADO 'CBPe' TO TITLE BLOCK CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT JAMB ATTACHMENT INFO; 50 KSI STRUTS; +25/-32 PSF HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) () --.J --.J ~ ~ I-'~ ('f') CO I 0") a&3d <1: <.D ~al!:! o 0) ~~- ~ S ~~~ 0____ ~~~ ...J('f') 1-0Cll LL~ ~f-U:; I CO Qm~ I""; 1.JJ::1a <..> X ~~~ ~ <( ~i!:~ N'\ u.. 0 :x: L....L.oI ~zr- g ~~ ~~~ ...J ~ 0'> 1!5:j ~ 00... o~ ::>00 ZZZ <( 1fJ<( ;;ffjQ I <.D <..> c.:l w ti 0---- ~;?:~ o ('f') :i:c.:lO ~ co ~ m~ .......... 0 geL X I ii5C1l1'2 o ill WZ>- r:oz :::~~ '0 f.:\ qI 0 0...0... I.() V- N V- ('I') W 0... co I.() t- O> V- W 0.. N N ...- o <.D o Z W 0.. ~ :::;; SKIN) SKIN) OPTIONAL DSB GLASS OR 1/8" ACRYLIC LITES AVAILABLE (SEE SECTION B-B) 20 GA. MiN. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM TOP, BOTTOM & CENTER). REV MODEL: 110RW4 (25 GA. STEEL MODEL: 120RW4 (24 GA. STEEL o I oJ /"\ ~ ---- 16 GA GN...V. STEEL TOP ROLLER BRACK ET. EAC H BRACKET ATTACHED W/(3) #14-,5/8" SHEET METN... SCREWS. rr= 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x 1-5/8" WOOD LAG SCREWS. (!) z orr: ()t1j U)z z- <X:(!) OZ w ~ Q) ..0 c Q) ~ (.9 ~ c o en c Q) CO (1) INTERMED~TE STILE ATTACHED w/ TOG-L-LDC (TOP & BOT) AND URETHANE ADHESrv'E (ALONG CENTER) r 25 GA. MIN. STEEL SKIN COATED WITH G-60 GALVANIZING, BAKED-ON PRIMER. AND A BAKED-ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN, J.:j 3" r- 1-7/8" p T #14x5/8" SHEET METAL SCREWS SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION ~ "L" <.:> W I <.:> 2 Z W Cl. o 2" GALV. STEEL TRACK. MIN. TRACK TI1ICKNESS: .060" ...c c ~ :::J Q) ---') I :::J ~ E C :::J ~ ~ ~ DDD c- I Cl W I 0::: o o o LOCK POSITION (BOTH SIDES) TWO POINT LOCKING 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES W/(4) #14'5/8" SHEET METAL SCRE.I'S & (4) '/4",3/4" SELF TAPPING SCREWS. c- I <.:> W I 0:: o o o TRACK CONFIGURATION ~ I LOCATION OF OPTIONAL VENTS OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR wIDTH 9"0' f 3" TALL x 20 GA GALV. STEEL U-BAR. ONE U-BAR PER SECTION. EACH U-BAR ATTACHED WITH TWO 1/4">3/4" SELF TAPPING SCREWS PER STILE LOCATION. 1YP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED) liQ.ILL 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. STEEL BOTTOM BRACKET. ATTACHED WITH TWO # 14'5/8" Sl-IEET METAL SCREWS. 1/4"x3/4" SELF TAPPING SCREWS. 14 GA END HINGES VIEW "B" 18 GA. INTERMEDIATE HINGE VIEW "C" N...UMINUM EXTRUSION &: VINYL WEATHERSTRIP. SECTION A-A (SIDE VIEW) 12 GA. GALV. STEEL TRACK / BRACKETS FASTENED TO WOOD JAMB.../" WITH ONE 5/ 16"x 1 -5/8" LAG SCREW PER TRACK BRACKET. VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2.000 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 w'Y BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A flUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. NOTE: THIS ATTACHMENT INFORMATION MAY BE ALTERNATED BY TI-lE ENGINEER OF RECORD PROVIDED THAT IT HAS AN EQUAL CAPACI1Y. MOLDED INSIDE LITE RETAINER #8x3/4" PAN HEAD SCREW (10 SCREWS PER LITE) OPTIONAL 1 0 SCREW WINDOW LITE SECTION B-B END STILE en z o en > w 0:::: 2x6 YELLOW PINE JAMB STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL END STILE INTER. STILE .tJ.Q.I.L2; THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE TI1E RESPONS!BILl1Y OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR TI1E LOADS LISTED ON THIS DRAWING. OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION DES. BY MWW cr<<: CKElI BY DRA'i1NG NO. 101979 REV. 03 w <..> I- o Z w (9 ~ o o LL W 0:::: <( ::::) a en ~ ero ~l5~ ~ ~ ~ ~ o :::> u.. R g:ozts Cl. ::::ii I:Y < ~ ~ ~ ~ ~ ~ ~ 8 I!:! ~ ~ ~ g W Q < g ~ ~ ~ . ~~~~~ ~ Q 0 ~ :;;: gCllerl-u m Q '" ;? u..::::iitru~ W 0 I!:! g ~ ~ ...J ~ co ::1 6~<1gj< ~o~~~~ < ;><D 0 0) 0) 0 LO N z. ~ Q~ W !CL.J >ID 0 Ow <0:: DO ~0 .q- -'Vl 0) lJ..~0 -' 0 0 < .'" g=ZI!:! 0 20_ I WO:J N u,.,1/l LO I I"-- ~ ~ LO ~ 2" GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET A WITI1 ONE 1/4"x5/8" BOLT & NUT ill OR TWO 1 /4" DIA. RIVETS. 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, 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES w/( 4) #14x5/8" SHEET METAL SCREWS. INTER. STILE SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LA.TCH ON EACH SIDE OF DOOR. OUTSIDE HAN 0 LE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED LOCK LOCK BAR LOCKING PREPARATION OF JAMBS BY OTHERS. 2' DIA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION C-C OUTSIDE KEYED HANDLE END STILE DESIGN LOADS: +250 P.S.F. &; -32.0 P.S.F. TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. HANDLE MWW DESCRIPTION SiNGLE CAR MODEL 110RW4 & 120RW4 +25,0/-32.0 PSF DESIGN LOAD VERllCAL JAMB ATTACHMENT (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 SCA!.E 8/26/99 NOTED MAX. DOOR SIZE 9'0''1'1 X 8'0"H Clopa)' ~"k5r1Q Producta Compa,.,. 0'\1 R"9U R~r.ed. ~.th~C~x~e~~ld~~<;~~~~~c~ ~. o'nQ~. J;;;ve,;{ be reprodUced in al"ly form without if: written parmiSiiot'l. CBPC (513) 381-4<lQO 312 WALNUT STREET6 SUITE 1500 CINCINNATI, OH 452 2 DrY~Qn 01 C10p Eluf1d1n, Products f- I Cl W I 0:: o o o / ~. END STILES EL: 120RW4 (24 GA. STEEL SKIN) ATTACHED W/ TOG-L-LOC (TOP & BOT) SKIN WITH PATENTED TO A AND URETHANE ADHESIVE (ALONG CENTER) (TOP, BOTTOM & CENTE r OPTIONAL SSB GLASS OR - 1/8" ACRYLIC LITES AVAILABLE (SEE SECTION B-B) ~ E3 I E3 0 0 EJ ~ = r:=:J fI fI j fI ~-tr" = ; ~ ~ 1/\ - " B " f\ C I------ - C - VIEW V\J 1(\ If' I V"J f\, . D D CJ D D D /LO ~ 5< 5< (B TW N '<.,;! ^ ,,, ." - T \ D D CJ \ D D D /" / r:r E:::3'===:J'===:J E:::3 \ I I I '===:J t::::=::I t::::=::I IL-.( '\.. LOCATION OF - A ~ - (5) INTERMEDIATE STILES FOR 16' WIDE DOOR REV DATE DESCRIPTION MODEL: 110RW4 (25 GA. STEEL SKIN) MOD ATTACHED TO DOOR G-L-LOC SYSTEM R). 01 9/27/1999 02 12/01/1999 03 1/2000 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) VIEW "B" rr= 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x1-5/8" WOOD LAG SCREWS. "C" f- I <:> W I a:: o o Cl TRACK CONFIGURATION o I OJ "L" 2' GALV. STEEL TRACK. MIN. TRACK THICKNESS: .060" DOOR HEIGHT "L" 6' -6" 70" 7 -0 76 7 -6 82 8 -0" 88" x < ::::;; CK POSITION 0TI1 SIDES) o POINT LOCKING c- I <.:> W I <:> Z Z w Q.. o 1YP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). 3" X 20 GA. U-BARS. U-BAAS IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BAAS ON NEXT SECTION, ETC.) # 14x5/8" SHEET METAL SCREWS D:& wO en ZU ~~ ---.J w ::::;;0 >-:I: - 0 ~3 ~ - z::::;; I- -0 0 00::: WLJ.. UI- W Z :Jz Ow 0 I- Oen D:Zz ::r: Q..OO W (9 ~UU5 W w2- caW> ~ - f-l=Ci <..9 <( 0:::: ~~C3 >- 3=- ~ Z 0... ~w~ ::::;;I...J Z 0 1-"- ~I-~ <( <( 0 ...J:::l IJ..O .....J en:I:z -I-w <..9 0... ~ ~U 0 SHEET NO. 0... 0:::: ~ 0 0 <( w 8-11 ~ 0 0 Z ::r: en <( ::::) L.() ~ 0 0 en LAST PLOT N DATE: March 15,2005 @ OP1l0NAL VENTS OPTIONAL OUTSIDE KEYED LOCK POSITION J SHIP LAP JOINTS. 1- 2" THICK OPTIONAL 10 SCREW WINDOW LITE SECTION B-B &:. VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2000 PSI MIN. CONCRETE COLUMN: 3 8 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 ATTACHMENT INFORMATION MAY BE ALTERNATED BY THE ENGINEER OF RECORD PROVIDED THAT IT HAS AN EQUAL CAPACITY. 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES VIEW "B" 18 GA INTERMEDIATE HINGE VIEW "c" NOTE 1: DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SH6WN). MAX. DOOR WIDTH = 16'-0" INSIDE ELEVA1l0NS 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 WITI1 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) 1 2 GA. GALV STEEL TRACK / BRACKETS FASTENED TO WOOD JAMB.../" WITH ONE 5/1 6"x 1 -5/8" LAG SCREW PER TRACK BRACKET. 2D GA. GALV STEEL '~~ 7/16' I.D. 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) 114x5/8" 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 HAN 0 LE 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 ATTACHMENT (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. ffi PREPARATION OF JAMBS BY OTHERS. 2" DIA. SHORT STEM. 10 BALL STEEL ROLLER. 3' TALL U-BA.R 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 Ll 3" r- 1-7/8" p T 3" TALL x 20 GA. GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (I.E. TWO U-BAAS ON BOTTOM SEC1l0N, 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: 1 6'0"W X 8'OH DESIGN LOADS: +24.0 PSF & -24.5 PSF TEST LOADS: +36.0 PSF & -37.0 PSF NOTE: IT IS l11E CONTRACTORS RESPONSIBIlITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTIO~ BEGINS. DANSCO ENG,t-,EER1NG. LLC IS RESPONSIBLE FOR THE STRUC-:1JRAL ,~.nEGRITY OF THIS PROJECT ONLY ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUilDING METHOOS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATIENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. END STILE HANDLE NOTE 2: TI1E DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTlJRE AND IN ACCORDANCE WITI1 CURRENT BUILDING CODES FOR THE LOADS LISTED ON TI1IS DRAWING. DES. BY MWW DRAI.'ING NO. 101980 REV. 03 13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SLIDE BOLT INTER. LOCK ENGAGES STILE INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. OUTSIDE HANDLE END STILE OUTSIDE KEYED LOCK LOCK BAR LOCKING elopey BJJl1din9 Product3 Company AJ Riq.hb Reser;.~d. The arronCjjemsnts depleted herein are the sol~ property of the Clopoy Building Products Company ond may not ba reproduced in any form without ita written permission. CEPe (513) 381-4800 312 WALNUT STREE7".J. SUITE 1600 CINCINNA Tt, OH 452u2 Division of Clopay 9ul/dins; Prod~c~ ......--- ,/ " / " / , I \ I \ I I \ I \ / \ I " / " / ....... ./ --- CHECKED 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 8/26/99 NOTED INSIDE SLIDE BOLT LOCK OPTION L g ~ :> ...< i ~ on '~ N ~ o on o o S ~ o oJi .6 u ...< ...< i-' i.:.i ~ ;;;j -< ~ ~ :Ii ...< :;;: i-' i.:.i Cl o i-' C/J '"'" o ~ ,:, ] "" " ~ VJ ~ Q C/J ~ o o N Cl i-' '!J Q i:S ...< ~ :~ :3 9. I.J o~ ....J LO '" I C") a ---I C") CO '-' ~ I 0) ~&3d <( to ~d~ DO) ffi1t1!l _LO D..~:r cr::S ~~~ 0....... D.. D.. ...J C") f- a sa LL T"" ~f-W I co Ozen ......., ~L.JJ::J I I ~aD Ux f-UJE:;j <(<( ~:I:a:: WLL :.(f-O ll) en~~ o (5<C::l ...J r.o ~ iii U ~ ...J r.o m UJ:::l::l O T"" LO D .oc O('.jDl'JO 0.. LO<( ~~a <(.q-"enUJ- I to'-" l'JUJG 0....... ~~:::l o C"') 3:l'JD v ex; ~ffi~ M ___ DOc.. X I 1Jj&S~ Ow UJz>- m z i=~~ q~ C0 0.. 0.. I 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 FraminQ Anchor MP34 FL570 ABU44 FL474 Adiustable Post Base PAU44 FL569 CS22 FL1901 Coil Strap Tie RS300 FL822 H3 FL474 Hurricane Tie H10 FL474 Hurricane Tie RT16 FL565 H2.5 FL474 Hurricane Tie RT7 FL565 H6 FL474 Hurricane Tie LFTA6 FL820 HCP2 FL474 Hip Corner Plate Connector HHCP2 FL817 HDQ8-SDS3 F L4 74 Holddown UP H 08 FL817 HETA16 FL1901 Embedded Truss Anchor HTA16 FL821 HETA20 FL1901 Embedded Truss Anchor HT A20 FL821 HGUS210-2 F L4 74 Truss Hanger THDH210-2 FL821 HHETA40 FL1901 Embedded Truss Anchor HSURlL410 FL503 Heavv Skewed U Hanoer HTS16 FL538 Heavv 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 Heavy Joist Hanoer HUS28 FL818 HUS410 FL474 Joist Hanger HUS410 FL821 H U S412 FL474 Joist Hanoer H U S412 FL821 HUSC410 FL474 Joist HanQer HUSC412 FL474 Joist Hanoer 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 Slopable/Skewable Hanoer LSSH31 FL816 LSS U28 FL474 Slopable/Skewable Hanoer LSTA12 FL1901 Strap Tie LSTA12 FL816 LST A 18 FL1901 Strap Tie LSTA18 FL816 LST A30 FL1901 Strap Tie LSTA30 FL816 LST A36 FL1901 Strap Tie LSTA36 FL816 LTS12 FL474 Twist Strap LlW12 FL820 LTS16 FL474 Twist Strap LlW16 FL820 LTS18 FL474 Twist Strap LlW18 FL820 LTS20 FL474 Twist Strap LlW20 FL820 LTT19 FL4 74 Tension Tie LTS19 FL822 LTT20B FL474 Tension Tie LTS20B FL822 LUS26 FL474 Joist Hanoer JUS26 FL821 LUS414 FL474 Joist Hanger JUS414 FL821 MBHA3.56/11.88 FL538 Masonry Beam Hanger NFM35X1178U FL578 META22 F1901 Embedded Truss Anchor HTA24-18 FL859 MGT FL1423 Medium Girder Tiedown MST48 FL1901 Strap Tie KST248 FL822 MST60 FL1901 Strap Tie KST260 FL822 MSTAM36 FL1901 Strap Tie for Masonry MTS12 FL474 Twist Strap MTW12 FL820 MTS 16 FL474 Twist Strap MTW16 FL820 MTS 18 FL474 Twist Strap MTW18 FL820 MTS20 FL474 Twist Strap MTW20 FL820 MTS30 FL474 Twist Strap MTW30 FL820 MTT28B FL503 Tension Tie MTS27B FL822 PA51 FL474 Foundation Strap TA51 FL816 SDS 1/4x2 1/2 FL1463 StronQ Drive Screw SDS 1/4x4 1/2 FL1463 StronQ Drive Screw SDS 1/4x6 FL1463 StronQ Drive Screw SP1 FL474 Stud Plate Tie SPT22 FL817 SP2 F L4 7 4 Stud Plate Tie SPT24 FL817 SP4 FL474 Stud Plate Tie SPT4 FL821 U24 FL1218 Face Mount Joist Hanger Set Pac 10 FL402.3 Expoy H 0 Titen FL2304.2 Titen Anchor ~ wi5~l5 '-" I;( CL u.. I- :::;;UJ:::;;f- O -goz X ~ ~ :::l Z ~:::lu..f.< D.. 0 z ts w ~~~~ C9 ~ff:'""'~ <(I- <z~8 D 18 < o ~~~~ o ~u.d2< LL ~~~~, W UJen'"'~z cr:: l'JZ~u..Q ~ Q DO:;: <( OenOCf-U ::) O(DQ",,:J a cL:::;;OCU& ~B~g< U) <-,~ID:::l 6~1l5< ~UJ;tD~ <i5:s:~lS As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the inform~tion and a~pr.oval nu~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./ Nanva 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 BuildinQ Products Residential WindCode Doors FL542 0, OTHER 2. WINDOWS A. SINGLE HUNG Kinco Mk 40/50, Mk 40/50 HP FL123 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 1000 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 FE5700/5701/5702J5703/5704/5705/5717 General Aluminum 1100/1900/1970 FL1252 3. PANEL WALL A. SIDING FL1965 B. SOFFITS Kaycan Ltd, 0605/0606/9500/9510 Aluminum Soffit Cameron Ashley Building 41550/45102/45102N Aluminum Soffit FL406 C. WALL LOUVER FL1363 D. GLASS BLOCK Pittsburgh CorninQ Corp. Glass Unit Masonry installed w/Mortar E. OTHER 4. ROOFING PRODUCTS CT20 (and AR), Landmark 30/40 (and AR), FL250 A. ASPHALT SHINGLES Certain Teed Corporation XT25 (and AR), XT30 (and AR) B, UNDERLAYMENTS C. ROOFING FASTENERS NOA No. 03-0930,08 D. ROOF VENTILATORS Air-Vent Inc. CRV Aluminum Ridge Vent 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 FL 1644 Wood I-Joists ALLJOIST FL 1645 D. RAILING E. CONCRETE ADMIXTURES F. MATERIAL FECP CorP. (Cast-Crete) Hiqh Strength Concrete Lintels FL158 G.OTHER 8. NEW EXTERIOR ENVELOPE PRODUCT A, B. (9 z On:: ott1 cnz z- <X:: (9 OZ w U) z o U) > Uj cr:: LO ~ N ~ ('t') UJ a.. co N LO N r- ~ <>> C> ~ <<> UJ 0 a.. z e> Q} .n c Q} ~ (9 ~ UJ c a.. o U) - c ..c Q} C CO >- ::;) Q} -, I ::;) >- E C ::;) ~ ~ ~ ODD 0 z (j) o . (j) -0 U1> 0 -.J LO ~lll Ow N <(O!: :tt DO W -! C!U1 0 01- .JUI U.WO ~ .J~O <( III (j) C!zw 0 f- zot 0 WO:J I UIIlUl N LO I ('.. ~ ~ LO ~ D:& ---I ~8 ~ ~~ W :::!:o >-I U ~~ 0 - z:::!: I- -0 0 o a:: 0::: lJJu.. Uf- Z :Jz n.. OlJJ ?- 0m a::za n.. I Q..o li!ucn <( w (9 ~m> ::::2: - f-~D l- n::: ~CZC3 <( >- 3- U Z 0.. ~lJJgs :::!:I...J f-u.. :::::> Z 0 ~f-~ <t: U 0=6 0 -.J mIz -ClJJ 0 0.. ~:;;U 0::: SHEET NO. 0.. cr:: n.. 0 U <( Uj SFPA ::::2: 0 0 I - U) 0::: ::) 0 LO 0 0 ....J LAST PLOT N @ LL DATE: January 05,2005 NOTE: IT IS THE CONTRACTORS RESPONSIB:L!T'f TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERING, LLC IS RESPONSIBLE FOR TJ-IE STRUCTURAL INTEGRITY OF THIS PROJECT ONt y, ANY D,SCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS CON TRACTORS' BUILDiNG METHODS, ANa THESE SIGNED MD SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION """".-----........... ./' '" / , I , I \ f \ I I \ I \ I \ I " / " ,/ ........---....... Trle 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 a~proval, ~) 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. L APPLICANT SIGNATURE DATE