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HomeMy WebLinkAboutCONSTRUCTION PLANn < 0 N 6 77 ai r O N N co Z O N T, '!o C R3 N Z 0 W J LL GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2014 FLORIDA BUILDING CODE (5TH EDITION), AC1318-05, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI-95, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK. 3. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS APPROVAL. THESE DRAWINGS SHALL BE SEALED BY A FLORIDA REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY NECESSARY CHANGES TO THE LAYOUT AND OR DESIGN OF SAID --a , mn. -'�'; a.a`. -.:•,. =.. as ,.,�.•`i.-Cie =is 3sE.E Eiii i �aE=psi'sJi _ra az xii la ii�ll, T453i+ Ja ::ZLB_ 391i 3 E. E E! i&.. a 91{.f aiiE fViT-EEiii a. !'9@.i S S.s146_E ii E + iJ LiLI L V .3 t1 RECEIVING THE SUBMITTED SHOP DRAWINGS. 4. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES. DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE 1. RISK CATEGORY: 2. CODE REFERENCE: 2014 FLORIDA BUILDING CODE (5TH EDITION) & ASCE 7-10 3. BUILDING DESIGN: ENCLOSED 4. MEAN ROOF HEIGHT: 10.8' 5. ROOF PITCH: 5/12 DEGREES (V.I.F.) 6. GCPIi: t 0.18 7. WIDTH OF END ZONE: A = 4.0' 8. WIND SPEED: 160 MPH (Vult) 3-SECOND GUST 124 MPH (Vasd) 3-SECOND GUST 9. WIND EXPOSURE: C 10. ADJUSTMENT FACTOR: 1.21 11. LOADS: FLOOR 40 PSF ROOF/DEAD 17 PSF ROOF/LIVE 20 PSF WALL 55 PSF 12. SHEAR WALLS WERE CONSIDERED 13. A CONTINUOUS LOAD PATH WAS PROVIDED 14. COMPONENT & CLADDING DETAILED 15. MINIMUM SOIL BEARING PRESSURE IS 2000 PSF PRESUMPTIVE CONCRETE NOTES: 1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICAI ION FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 2. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI. UNLESS NOTED OTHERWISE. J. UUNGRE i I_, WHEN PLACED, SHALL HAVE. A SLUMP UI- 4 INUHEJ HLUJ UK MIiVtJS ONE 4. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES. HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS. 5. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED WIRE MESH TO CONFORM TO ASTM A-185 5.1. PROVIDE CHAIRS AND BOLSTERS 5.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS AND FEE-r (IF EXPOSED TO EXTERIOR ELEMENTS) 5.2. ENSURE MESH IS EMBEDDED 1" FROM THE TOP OF THE SI AB. LAP JOINTS AT 8" & TIE. 6. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185 AND SHALL BE ADEQUATELY SUPPORTED @ 3'-0" O.C. EACH WAY 7. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: 7.1. CAST AGAINST EARTH: 3" 7.2. EXPOSED TO EXTERIOR ELEMENTS: 1" 7.3. FORMED SURFACES: 1" 8. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. 9. i:HLUK ALL DRAWINGS AND APPLIi,-AbLE MANU'rAL i UKEi-i S 8P iUP DR WINL35 KOK LUGAiIUN tir TILL tWt3tDU1rU 1 1 Civil, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC PRIOR TO PLACING CONCRETE. 10. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE COFI TINUOUS AND SPLICED WITH A FULL. 0 INCH LAP. PROVIDE CORNER BARS. 11. CONTRACTOR SHALL PROVIDE SAWCUTS IN SLAB @ A MAX. SPACING OF 20 FEET ON CENTER EACH WAY OR400 S.F. AND AT ALL RE-ENTRANT CORNERS. SAW CUT SHALL BE 114 OF THE SLAB DEPTH AND SHALL BE PERFORMED AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO CONTROL THE STRESSES, AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RESULTS IN CRACKS (WHICH IS NOT UNCOMMON) 12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. 13. CONCRETE PORCH OUTRIGGERS, EXTERIOR FORMED AND POURED COLUMNS, AND REINFORCED EXTERIOR SLABS SHALL CONTAIN W.R.GRACE DCI-S CORROSION INHIBITOR AT I HE RATE OF 2-1/2 GALLONS PER YARD. CONCRETE SHALL HAVE A MAX. W/C RATIO OF 0.04 AND A MIN. DESIGN STRENGTI i OF 5000 PSI @ 28 DAYS. 13.1. ELEVATED SLABS SHALL BE TEMPORARILY SHORED UNTIL FULLY CURED. 14. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. 15. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACi HOOKS. 16. SLAL5 SHALL BE TREATED. FOUNDATION NOTES: 1. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 (MODIFIED PROCTOR). 2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2000 PSF, 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. WINDOW AND DOOR NOTES: 1. WINDOWS, DOORS, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN THESE PLANS. 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301.2.1.1 OF THE 2014 FBC RESIDENTIAL CODE. PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING. - - -- -- 7UKL i Il-A i LJ UUUfUUf ANU AS FOLK NIANjL -AU I OF I KZS J. i'a,_r✓ SY CE �EILJYYii YL:'hiJ ✓..iV i•'.a3 fs,E .:_ . as i3L itYa7 FKLLLI.t LIY LA r11G-� SPECIFICATIONS UNLESS OTHERWISE NOTED. CONCRETE MASONRY NOTES: 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMEN-FS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY. 1.1. MIN. PRISM STRENGTH OF 1900 PSI W/ 3/8" MORTAR JOINTS. 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" TRUSS TYPE REINFORCING IN EVERY OTHER COURSE (16" O.C.) 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. 5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUUTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF THE COLUMNS. 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1-05/ASCE 7-10/TMS 602-05, SPECIFICATION FOR CONCRETE MASONRY STRUCTURES AND ACI 530-05/ASCE 7-10/TMS 402-05, BUILDING CODE REQUIREMENTS FOR 1 1 A ..w-.. _ x>, COMPLYING TO ASTM C-270. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI ON THE NET AREA. 7. ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SHOWN ON ARCHITECTURAL PLANS AT CENTER OF GROUTED CELL. PROVIDE 9 GA. TRUSS TYPE HORIZONTAL_ JOINT REINFORCING " EE I N I OPENING GRATER THAN 24 WIDE AT 16 O.C. IN ALL NEW WALLS. PROVIDE ADDITIONAL REINFORCING EACH O C SIDE OF & AT CORNERS & INTER- SECTIONS OF WALLS. CARE SHALL BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT CELLS TO BE GROUTED LINEUP PROPERLY, PROVIDING A MINIMUM CLEAR AREA OF 10 SQUARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE & REMOVE MORTAR DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING SIZE & SPACING, LAP SPLICE REINFORCING 48 BAR DIA. (OR AS SHOWN ON PLANS) & TERMINATE REINFORCING WITH STANDARD ACI HOOKS TO PROVIDE CONTINUOUS REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN CENTER OF WALL. 7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE INTERIOR FACE OF T-iE WALL & 1 BAR ON THE EXTERIOR FACE OF THE WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK. 8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE TOP OF ALL WALLS AND AT JOIST BEARING. xx. ,- .max .,, V,.'s x^y `;'.'. !-,-.7 _. his 8.2. H-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH (1) #5 CORNER BAR (OR 1 #7) TOP & BOTTOM 32" MIN. LAP. 9. VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM MASONRY. 10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS POUR. 11. PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE. 12. ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED RODS FOR MASONRY OR "SIMPSON XP22" WITH THREADED ROD. 12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR EASE OF INSTALLATION. TIMBER NOTES: 1. ROOF SHEATHING SHALL BE A MIN. OF 5/8" CDX SPAN RATED S-fRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO ROOF FRAMING WITH 10d RING SHANK NAILS 4" O.C. AT PANEL EDGES AND 8" O.C. IN THE FIELD. PROVIDE L" X 4j BLOCKiNG AT HIPS AND VALLEYS. SPACE NAIL: AT 4' O.C. AT BLOCKING. 2. EX T ERiOR FRAME WALLS SHEATHING TO BE SHEA T HED WITH 5/8" APA SHEA THING.l-, SPEC-iE5 G-R-0UP- 1, SPAN RAT ING OF 24/0 OR BETTER. UNLESS OTHERWISE NOTED, INSTALL WITH FACE GRAIN HORIZONTAL, PLYWOOD SHALL BE 4 PLY MINIMUM. NAIL TO STUDS USING 10d NAILS @ 4" O.C. AT PANEL EDGES AND 10" O.C. IN THE FIELD. DECREASE SPACING PER PLAN. AT SHEAR WALLS, NAIL TO EACH STUD AT THE END OF THE WALLS FOLLOWING THE EDGE SPACING. BACK OUT AND REMOVE ALL NAILS THAT DO NOT FULLY PENETRATE/MISS FRAMING MEMBERS.. 3. FLOOR SHEATHING TO BE 3/4" T & G CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO FLOOR FRAMING GLUED & NAILED WITH I Od NAILS 6" O.C. AT PANEL EDGES AND 12" O.C. IN THE FIELD. 4. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: INT. & EXT. BEARING WALLS, TOP PLATES, WINDOW BUCKS, & HEADERS: SOUTHERN YELLOW PINE #2 OR BETTER BOTTOM PLATES AGAINST CONCRETE: PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER _. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL RF PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL. 6. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD. STRUCTURAL STEEL N0­'_F3: 1. STEEL TUBE SHALL CONFORM TO ASTM A-500B, (FY= 46 KSI). STEEL PLATES AND BARS SHALL CONFORM TO ASTM-A36 (FY=36 KS I ) 2. WELDING ELECTRODES SHALL BE E70XX. ALL WELDS SHALL HAVE THROAT SAME SIZE AS TUBE WALL THICKNESS OR PLATE THICKNESS. 3. INSTALL PLUMB AND TRUE PER AISC MANUAL OF STEEL CONSTRUCTION. WIND LOAD DESIGN CRITERIA: 1. DESIGN WIND LOAD ON INDIVIDUAL ROOF TRUSSES BASE UPON TRIBUTARY AREA SHALL BE AS FOLLOWS. 3. OVERHANGS SHALL INCLUDE PORCHES, BALCONY ROOFS, ETC. 4. MAXIMUM DEADLOAD RESISTING UPLIFT SHOWN BELOW SHALL BE 8 PSF. FOR 5:12 AND LESS ROOF PITCH ZONE AREA NEGATIVE OVERHANG 2 10 50 18 58 2 20 46 16 58 2 50 41 14 58 2 100 37 13 58 3 ; 10 ; 74 18 , 98 1 3 20 69 16 88 3 50 63 14 76 3 100 58 13 59 EXTERIOR COMPONENTS ATTACHED TO THE WALL (SIDING, ETC): 1. EXTERIOR WALL COMPONENTS SHALL BE ATTACHED PER MANUFACTURERS REQUIREMENTS TO MEET THE WIND PRESSURES SHOWN. 2. END ZONE IS AT EXTERIOR CORNER, UNDER ROOF ZONE 3. INTERIOR ZONE IS REMAINDER. WALL ZONE PRESSURE INTERIOR 27 PSF S 24 PSF ROOFING NOTES: 1. ROOFING MATERIALS SHALL BE ATTACHED PER MANUFACTURES SPECIFICATIONS TO MEET THE DESIGN CRITERIA IN THESE PLANS. 2. ASPHALT SHINGLES SHALL CONFORM TO ASTM D-3161 CLASS "F", ASTM D-7158 CLASS "H" OR TAS 107. OVER ENCLOSED AREAS ROOF ZONE ROOF SLOPE 6:12 OR LESS ROOF SLOPE 7:12 OR MORE 7 RR PRE I _ 3 101 PSF - AT OVERHANGS WITH SOLID SHEATHING BELOW ROOF ZONE ROOF SLOPE 6:12 OR LESS ROOF SLOPE 7:12 OR MORE 2 68 PSF - 3 101 PSF - SOFFITS: I-ftcnEr I e�rne�+wE r+.r+.rnnE er+.r 2 +30 / -32 PSF 3 +30 / -39 PSF INTERIOR WALL AND CEILING FINISHES: 1. FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES. FLAME SPREAD AND SMOKE DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4 PER 2017 FLORIDA BUILDING CODE (6TH EDITION). 1.1. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200. e _vncr�Tlns<!. 1.1.1.1. FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS, CHAIR RAILS, BASEBOARDS AND HANDRAILS; TO DOORS AND WINDOWS OR THEIR FRAMES; OR TO MATERIALS THAT ARE LESS THAN 1/28 INCH (0.91 MM) IN THICKNESS CEMENTED TO THE SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS CEMENTED TO A NONCOMBUSTIBLE BACKING. 1.2. SMOKE -DEVELOPED INDEX. 1.2.1. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 2. FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION. FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5 PER 2017 FLORIDA BUILDING CODE (6TH EDITION). 21 !AI^!!! A'r1n% MATFR!A! Q VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723. 2.1.1. EXCEPTIONS: 2.1.3.1. WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES, THE FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR OR WALL FINISH. 2.1.3.2. CELLULOSE FIBER LOOSE -FILL INSULATION, THAT IS NOT SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF SECTION R302.10.3, SHALL NOT BE REQUIRED TO MEET A I LAME SPREAD INDEX REQUIREMENT BUT SHALL BE REQUIRED TO MEET A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 WHERE i I STED IN ACCORDANCE WITH CAN/ULC S102.2. 2.1 .3.3. FOAM PLASTIC INSULA T IUFN SHALL COMPLY WITH SECTION R316. FIRE BLOCKING: BUILDING DEPARTMENT REVIEW C PERMIT NUMBER 60 1. DUCT LAYOUT PROVIDED BY CONTRACTOR 2. PLUMBING RISER PROVIDED BY CONTRACTOR 3. SOFFIT IS STUCCO - NOTE ADDED 4. PRODUCT APPROVAL REVISED 5. GARAGE SEPARATION NOTE ; :DCEE;? TO FLOOR U. :`i >_J /S:.:JL'✓ E W •3L!1Lt -iL EV°V I Lti E .F%i -E_ 7. NOTES ADDED TO GENERAL NOTES PAGE 8. NOTES ADDED TO GENERAL NOTES PAGE, SEE FIREBLOCKING MENTS: 9. BEDROOM VINDOW NOTES Rt=VISED TO SAY EGRESS 10. MOVED SMOKE ALARM CLOSER TO BATHROOM DOOR 11. 5000 PSI CONCRETE REQUIREMENT IS NOT APPLICABLE TO THIS PROJECT, IIS A NOTE IN GENERAL NOTES REFERRING TO OUTRIGGER, COLUMNS, AND STRUCTURAL SLABS. 12. STRUCTURE_ FOUNDATION PLAN AND WALL SECTION REVISED 13. TRUSS SHO) DRAWINGS PROVIDED BY CONTRACTOR 14. INTERIOR 1MLL FRAMING NOTE AND DETAIL ADDED ;N 15. TILE AND Br-KER BOARD NOTED ADDED TO PLANS !C nT! lnnn !!!Yr Art!"lrfl T!l laI All nrnTlflR! 17. FLASHING NDTES AND DETAILS ADDED FAIL 8/S-2 SHOWING 18, BATHROOM EXHAUST SYSTEM PROVIDED BY CONTRACTOR, ADDED NOTE REFEIRING TO MIN. REQUIRED EXHAUST RATE 19, AC CONDENSER ADDED TO PLANS (5) 5/8" IA. ANCHOR BOLTS W/ 2-1/2" DIA. WASHLK-- . uOu8 AKE i U tat EULIALL`i SPACED (I FROM EACH END & 24O.C. MAX.) BOLTS AR TO BE CAST IN PLACE -OR- EPDXY SET W/ 5" EMBEDMENT. 2" X 6" P.TJ BUCK W/ 15 MIL BARRIER #5 VERT. EAR IN FILLED CELL (TYP ) �' GARA G E B U K DETAIL 1. IN C umt3uS T is ONS T RUC. T iUN, FiRi'd-LUC:KING SHALL of YKUVIUEU I U C:U 1 t BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND 1 ROOF SPACE. PER THE FLORIDA BUILDING CODE (6TH EDITION) SECTION R302.11. 2. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN l FOLLOWING LOCATIONS: 2.1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOW: 2.1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 2.1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET 2.2. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSA OF FLAME AND PRODUCTS OF COMBUSTION. 3. FIREBLOCKING SHALL CONSIST OF THE) FOLLOWING ClWING MATERIALS, 3.2. TWO THICKNESSES OF 1-INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS. 3.3. ONE THICKNESS OF 23/32-INCH WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY 23/32-INCH WOOD STRUCTURAL PANELS. 3.4. ONE THICKNESS OF 3/4-INCH PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INC PARTICLEBOARD. 3.5. ONE -HALF -INCH GYPSUM BOARD. TIE -BEAM OR DOUBLE BOND BEAM 4" 12"O.C. MAX. MAX. ROWS OF (2) 1/4" p TAPCONS INTO GROUTED iv MASONRY W/ 2" EMBED (TYP.) - MIN. (3) ALL SIDES P.T. BUCK AS REQ. BY MANUFACTURER CMU MASONRY WINDOW/DOOR BUCK ATTACHMENT SCALE: 3/4" = V-0" "NOTES: 1. DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED (AS NOTED IN THESE PLANS). 2. WINDOWS MAYBE INSTALLED ON FORMED AND POURED SILLS PER DETAIL 1/S-3 & IN ACCORDANCE WITH THE WINDOW MANUFACTURER'S SPECIFICATIONS. 3/16" DIA. STAINLESS CABLE TO BE PULLED TIGHT OVER A/C COMPRESSOR U) (`7 l Z "673 z ST. LUCIE COUNTY 4) N BUILDING DIVIS N r v 1 l REVIEW r FOR COMP A I K1 REVIEWE9 BY, p o ti DATE V 0 y; CL PLANS AND PERM T N n co MUST BE KEPT ON J OR m NO INSPECTION WILL BE MADE p rn a ESE PLANS AND ALL Pi~OPOS!L .. :ju g E SU9jECT TO ANY COrlIREC T ION4 � � WHED W i ILO INS` 1001 T:.Z m 0) is Y LIE NECES'AlN, IN O?DE.R TO w n mo I,rf'HflTHi_ C 3 " I CINCUIED FASTENERS OR A1TfACHIENTS � ! A xv `vr�+xiiei-xEeL:�+:ave� - ARE THE RESPONSIBII.(iY OF THE10 ca SECURE EA. END TO CONC. PAD W/ 5/8" X 3" EMBED EXP. CONTRACTOR OF RECORD.,ILL ANCHOR & HOLD-DOWN TAB 1010 a Y CRIMP ENDS OF CABLE W/ o LEAD SLEEVES OR CABLE_. I CLAMPS co 4" CONCRETE PAD N o m 0 zzk O o(ci oo N rn SCANN TZ 3 BY U ILL co 2 A/C TIE -DOWN DETAIL S-1 SCALE: 1" = V-0" FILL-IN TRENChES'fvl 3000 PSI CONCRETE W1.41W1.4 WWM W/ 6 MIL VAPOR BARRIER ON WELL COMPACTED, TERMITE TREATED FILL NEW PIPING (BY OTHERS) ! P TRENCHES f T.a CUT P!� r� ES N H�a LOCATIONS '-'INDICATED ON THE ARCHI I ':TURAL PLANS DOWEL I AY #5 X 12" BAR 6" INTO EX A - :; SLAB @ 24" O.C. MAX. Sl .. ICED LOCATIONS (48" MAX. ON SAME SIDE) EXIST. 4" CONC. SLAB PLUMBING TREI i C"NU, IN REPAIR TAIL SCALE: 1/2" = V-0" TIE -BEAM OR DOUBLE BOND BEAM °it3` Au HUuKS L LA- U- SAI-i #5 VERTICAL BAR IN FULLY GROUTED CELL (EA. SIDE OF OPENING) SILL REINFORCING SCHEDULE OPENING WIDTH POURED SILL DEPTH REINFORCING STEEL WIDTH TO LESS 8' (1) #5 THAN 7' LESS THAN 10' (1} #fi SIDE BY BIDE WIDTHS 10' TO 12„ (4) #3 SIDE BY SIDE LESS THAN 15' CMU W/ 9GA. LAP' - BLOCKING @ EVLc ' _ %rHER COURSE 10" ACI HOOKS ! SLAB/FOUNDATION - SEE DETAILS 5 TYPICAL CMU (BLOCK) OPENING REINFORCEMENT S-1 SCALE: 3/4" = 1'-0" c S; sl j tV m N oL of o47 S0. Cry �d ,• ¢j''/ h I.- co r LU N N N � it c'J 04 Iloloio Z n W ix _LI F- I c 0 -10 W I LL1 1 % O -- W Li C) M CD PRI OJ. NO DAI TE U) Q F- W 0 Z �a LU W 0- U W 0 Q U7 LLi Z H W W z 16-6: SHEET NO. SHEET OF 01 /20/2017 Q N 77 77 0) w I� (1) #5 VERT. BARS FIBERMESH OR WELDED WIRE MESH. SEE FOUND NOTES FOOTING REBAR (2) #5 CONT. +1 � 7`1 -- P!Ii- I �I , 1'-8" 1 STORY EXTERIOR MONO. FTG. JC_2 SCALE: 1" = V-0" (1) #5 BARS CONT. 3" MIN. COVER FIBERMESH OR WELDED WIRE MESH. SLOPE CONC, SEE FOUND. NOTES TO DRAIN \x— co a X� I ' X X X 1-7lil;ft 8" e_5 SHOWER RECESS DETAIL S_2 SCALE: 1" = V-0" R-30 INSULATION (1) 2" X 4" #2 SYP. TOP PLATE ATTACHED TO EA. TRUSS USING 16d 112" GYP. BD. NAILS DRYWALL @ CEILING NON -LOAD BEARING FRAMED WALL 4 50 2" X 4" FIRE BLOCKING 2" X 4" WOOD STUD WALL @ 16" O.C. Is BOTTOM PLATE W/ 8d CASE HARDENED NAILS @ 18" O.C. 1/2" GYP. BD. DRYWALL EA. SIDE OF WALL CONCRETE SLAB - SEE FOUNDATION PLAN a s INTERIOR NON -LOBO E-�I;ARING WALL S-L SCALE: 3/4" = 1' J-BOLTS @ 24" O.C. & EA. CORNER @ FRAMED WALLS 6 FIBERMESH OR WELDED WIRE MESH. SEE FOUND. NOTES FOOTING REBAR (2) #5 CONT. X X— of INTERMED1:ATF— MONO. FTG. W/STEP S_2 SCALE: 1" = V-0" (1) #5 HORIZ. CONT BARS IN CURB co 6" S_2 SCALE. 1 = V-0" METAL ROOF (SEE PRODUCT APPROVAL) OVER PEEL & STICK UNDERLAYMENT 12 OVER 5/8" CDX SHEATHING, 10d RINKAl 5 SHANK NAILS @ 4" O.C. AT SEAMS & 8" O.C. IN FIELD NEW PRE-ENGINEERED WOOD TM MCDC _,R� 4d" rt_f`_ HURRICANE STRAP @ EA. TRUSS - PER SCHEDULE & LAYOUT ALUM. DRIP EDGE OVER V X 6" CEDAR FASCIA OVER 1/2" GYP. BD. DRYWALL 2" X 4" SUB FASCIA ATTACHED TO TRUSSES W/(3) 16d NAILS EA. TRUSS I 2"-0" O.H. uo I TYP. 1/2" PT FURRING STRIPS @ I _ 24" O.C. (TYP.) W/ R5 MIN. • INSULATION 1/2" DRYWALL LATH & STUCCO SOFFIT �z ITY ! 7 PRE -CAST LINTELS ABOVE — —I WINDOWS & DOORS W/ (1) #7ly DOUBLE BOND BEAM W/ (2) COURSES (OR (2) #5) BAR IN TOP COURSE U-BLOCK WITH (1) #5 BARS CONT. EACH ABOVE POURED WITH BEAM COURSE (CAST-CRETE OR EQUAL) ALL GYPSUM BOARD TO CONFORM TO ASTM C5, C22, C28, C35, C59, C61, C587, C631, C847, C933, C1032 AND C1047 AND SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C843/44. 4 oo #5 ROD W/ 10" HOOK EMBED MIN. OF o� Z Ir 19 ENGINEERING LAYOUT FOR LOCATION AND SPACING (WHERE U SPLICE OCCURS 30" LAP. MIN) a 1/2" PT FURRING STRIPS @ 24" O.C. (TYP.) W/ R5 MIN. INSULATION 1/2" DRYWALL (TYP,) t3 1 /2" THICK CONCRETE FLOOR SLAB CAP, 3,000 P.S.I. MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITH 6" X 6" - W1.4/W1.4 W.W. MESH OR FIBER MESH W/ 6 MIL VAPOR BARRIER ON COMPACTED TREATED , VIN" I. INSULATOn WPACT WINDOWS iSTALL ALL WINDu, S & DOORS PER I ZUU-i1 Oral lfl_Al IUNS FUK j IGHT INSTALLATION PRE -CAST SILLS (CAST-CRETE OR EQ.) - OPTION: FORMED AND POURED SILL, SEE DETAIL. 8" X 16" CMU BLOCK W/ 9 GA. LADDER BLOCKING @ EVERY OTHER COURSE STUCCO FINISH OVER WIRE AND LATH Al / EXETRIOR STUCCO INSTALLED IN COMPLIANCE WITH ASTM C EXISTING926 & C 1063. =OUNDATION AND i I SLAB TO REMAIN Al FOOTING REBAR (2) #5 BARS CONT. 7 TYPICAl OSECTION S_2 SCALE: 314" = V-0" - — (1) #5 HORIZ. CONT. BARS IN CURB - — FIBERMESH OR WELDED WIRE MESH. SEE FOUND. (1) #5 VERT. NOTES BAR FOOTING REBAR (2) #5 CONT. ' I 1'-8" s TYP. EXT. CONIC. CURB A NC_ � .. S-3 SCALE: 1" = V-0" ■ ■ ■ ■ F i 4 G� S-4 SCA SLOPE 3/4" V-2" (2) #5 BARS CONT. TOP @ GARAGE RECESS FIBERMESH OR WELDED WIRE MESH. SEE FOUND. NOTES FOOTING REBAR (2) #5 CONT. X X— �X • I I _. •j RAGE DOOR RECESS MONO. FTG.. _E: 1" = V-0" 1 ;S2 BB16 ■ t4" THICK CONCRETE FLOOR SLAB CAP, 3,000 P.S.I. MIN. WITH TROWEL SMOOTH 4ISH REINFORCED WITH 6" X 6"- W1.4/W1.4 AM RAEsH nO 17I1417¢1 1rC�CF-! Syr P RAI! ernDno ARRIER ON COMPACTED TREATED SOIL - BROOM FINISH BEAM SCHEDULE: MARK TOP ELEVATION SIZE RE114FORCING SPACING WIDTH X DEPTH BOT. MID. TOP BB16 SEE ARCH. CAE 1 #5 1 #7 #5 CORNER BARS LINTEL 6 1EQUAL LINTEL 8F1T/18 1. EE = EACH END BAL. - BALANCE 2. TYPICAL TIE BEAM IS (2) COURSES OF 8"X16" U-BLOCK. U-BLOCK WITH (1) #5 BAR IN EACH, UNLESS SHOWN OTHERWISE. 3. ALL HEADERS ARE PRECAST LINTELS, UNLESS SHOWN OTHERWISE. 4. LINTELS SHALL HAVE A MINIMUM 4" BEARING ON EACH END (CONTRACTO MASONRY CONTRACTOR TO VERIFY ALL 1 UN T ELS) t1" THICK CONCRETE FLOOR SLAB CAP, 3,000 P.S.I. MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITH 6" X 6"- Wl A/W1.4 W.W. MESH OR FIBER MESH W/ 6 MIL VAPOR BARRIER ON COMPACTED TREATED SOIL - BROOM FINISH ■ 4" THICK CONCRETE FLOOR SLAB, 1 3,000 P.S.I. MIN. WITH TROWEL — S-4 SMOOTH FINISH REINFORCED WITH R" Y R" - W! AMl+. A %AJ 1lU RlEC44. n9 ■ I FIBER MESH W/ 6 MIL VAPOR I BARRIER ON COMPACTED TREATED SOIL - BROOM FINISH__. Pell I I ri 2 • S-2 'I 2 SIM. S-2 t1" THICK CONCRETE FLOOR SLAB CAP, 3,000 P.S.I. MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITH 6" X 6"- W1.4/WlA W.W. MESH OR FIBER MESH W/ 6 MIL VAPOR BARRIER ON COMPACTED TREATED SOIL - BROOM FINISH ■ 4" THICK CONCRETE EQUIPMENT SLABS, 3,000 P.S.I. MIN. WITH BROOM FINISH REINFORCED WITH 6" X 6"- W1.4/W1.4 W.W. MESH OR FIBER MESH ON ■ COMPACTED TREATED SOIL (TYP. 1AR EQUIP. PADS) EXISTING FOUNDATION ■ TO REMAIN S2 NOTE: IN PROVIDE VERTICAL #5 BAR AT ALL CORNERS, EA. SIDE OF WINDOWS & DOORS & @ 4' O.G. MAX. ■ ■ ■ BB16 ■ ■ ■ ■ ■ ■ BB16 ■ ■ BB16 S-2 6 S-2 STRUCTURAL FOUNDAT=PLAN KALE: 114" = V-0" Al 6 S-2 4 S-2 2L S-2 Q cD m W Lu Z a� E 0 8 U N ■ J U O 0) CD 'g U) 14- r f_- m u?I ". m W CD t N� C) 0 N O N N h O �CD CD W N z U O Q N CL ai U N a c N N 0 C SEA U. , W'J'd0 �Ntiz79 C A N y pp r,VT pO L"1� o m W 34 C A ti t` r` o W N N N I�!Niv� i O O O W \ _ / I.-Z z a w 'O O q I Ln 0) co d l ui O p LL W Z U .z W J IY U O Q L p Z (Dui i> Q O J ' W J D ui 0 W U cut �00 w = y Lo t I-- D 01/2( r r- r u) 66 ice- T-- C) N co r N Vi 1 _00 O N �t N ib LL % 2X P.T. BUCK CONTINUOUS BEAD OF POLYURETHANE SEALANT (INSTALLED BY WINDOW / INSTALLER) % SOLID INFILL OF STUCCO POLYURETHANE SEALANT � (BY CONTRACTOR) ` CONTINUOUS BEAD OF POLYURETHANE SEALANT (INSTALLED BY WINDOW INSTALLER) GrY M, !"IEEE ! nr: CTI ICr`•^= 2X P.T. BUCK MASONRY SILL (2) 3/8" THICK BEADS OF POLYURETHANE SEALANT BEHIND BUCKS (BY BUCK INSTALLER) CONTINUOUS BEAD OF WATER RESIST ANT SEALANT AT ^AAONRY/BUCK CORNER JOINTS (BY BUCK INSTALLER) CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) CONTINUOUS BEAD OF SEALANT AIR/WATER DAM @ SHIM GAP (BY CONTRACTOR) CONTINUOUS BEAD OF WATER RESISTANT SEALANT AT MASONRY/BUCK .iOiN T A i fN T ERIORiEXTERiOR AND 1 CORNEK jUiN i 5 (tiYtiUk K if` tv i ALl-t iK) - (2) 3/8" THICK BEADS OF POLYURETHANE SEALANT BEHIND BUCKS (BY BUCK INSTALLER) NOTES: • WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING & JOINT COMPOUND" OR EQUAL • POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL • INTERIOR AIRlWATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEX BY TREMCO OR EQUAL l+i`iNDOYY 4Y°i_i E !\OOi iIVeN LE:�T_A�L SCALE: 1" = V-0" (- rR %® -1r- V ELE A TI r a iS i J I 1 ! i .i 1 4 SCALE: 3/16" = V-0" SCALE: 3/16" = V-0" Lj L i REAR ELP-V TiON 2X P.T. BUCK CONTINUOUS BEAD OF POLYURETHANE SEALANT (INSTALLED BY WINDOW INSTALLER) SOLID INFILL OF STUCCO POLYURETHANE SEALANT (BY CONTRACTOR) POLYURETHANE SEALANT (BY CONTRACTOR) EXTERIOR SILL NOSING FINISH MATERIAL, PITCH Z�iLL. Kf4AS MUM UUUtK CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) (2) 3/8" THICK BEADS OF POLYURETHANE SEALANT BEHIND BUCKS (BY BUCK INSTALLER) CONTINUOUS BEAD OF WATER RESISTANT SEALANT AT MASONRY/BUCK JOINT AT INTERIORIEXTERIOR AND CORNER JOINTS (BY BUCK INSTALLER) CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) CONTINUOUS BEAD OF SEALANT AIRIWATER DAM @ SHIM GAP (BY CONTRACTOR) FINISH FLOOR SLAB RECESS CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) NOTES: • WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING & JOINT COMPOUND" OR EQUAL • POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 1 00"BY TREMCO OR EQUAL • INTERIOR AIRMATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEX BY TREMCO OR EQUAL • CONSULT WITH WINDOW MANUFACTURER TO DETERMINE ACTUAL SILL RECESS DIMENSIONS AND RESULTING BEAM HEIGHTS • ALL EXTERIOR DOORS MUST BE SET IN A RECESS. • VERIFY FINISH FLOOR MATERIAL AND RECESS DEPTH AND BEAM HEIGHT ELEVATIONS PRIOR TO POURING SLAB ^ n �'D kille- e- ^ SCALE: 1" = V-0" Lj I RIGHT SIDE ELEVATION J fV 16-0" ■ 0 m 0 i� m ■ N o w LL °0 X a w M cn M o a M I+I 9 iry ■ BEDROOM _ N■ 11' 0,: os I I NI ^-T-rr mr—m tea. a ry E i�i oa ':w 0 a� v PRODUCT E %DUCT APPROVAL DESIGN INFORMATION MAX. DESIGN GLASS TYPE I 1D OF ATTACHMENT PRODUCT MANUFACTURER APPR ,LNO. PRESSURE PRESSURE 1/4" X 3` \PCONS @ 6" FROM EA. i PACT SINGLE HUNG ES - 1000 SH NOA 17-1114.09 +30.7/-33.3 PSF +701-80 PSF A CORNEF> <:. 10" O.C. @THE HEAD & SILL / 12 ).C. MAX. @ THE JAMBS / 7" 0.1: i7 THE MEETING STILE DOORS ES - 9000 SERIES NOA 17-0802.15 +28.6/-36.5 PSF +120/-150 PSF Al THE Ct <NIERS & 9" O.C. @ THE . ; �k FRENCH DOORS ES - 3000 SERIES NOA 17-1114.03 +28.6/-36.5 PSF +/-90 PSF Al HEAD 1 a SILL /��11j4" O.C. @ THE GARAGE DOOR DAB NOA 17-1018.13 +27.5/-34.2 PSF +50/-60 PSF N.A. 3/, @ 8" O.C. 5 CRIMP METAL ROOF EXTREME METALS 17022-R7 +18/-74 PSF -93.5 PSF N.A. @ , )GES & 16" O.C. IN THE UNDERLAYMENT - PEEL & STICK TRI-BUILT 16048-R6 +18l-74 PSF 150 PSF N.A. r EREDTHOROUGHLY ROLLrzL: 10 ENSURE THERE ARE NO VOIDS 33'-4" T-6" 7-6„ 1 +30.7/-33.3 F ■ ■ LIVING ROOM ■ T-4" 2'-8" EUB/SOWER —C I I- I WI UI O I WC o 00 O KITCHE BAT 0 (SINK ° ° zl e_ I 4J 2'-4" 6, 0' 2'-8" T-8" 4'-0" 2' 8" 6'-4" SH EGRESS ?3 3 pS i ■ ■ iiv II —;� � - T-8" 6 NEW FLOOF � A SCALE: 1 /4" = V-0" NOTE: ■ PROVIDE VERTICAL #5 BAR AT ALL CORNERS, EA. SIDE OF WINDOWS & DOORS & @ 4' O.C. MAX. 4_0" 4'-8" 5'-0" o NEW 2" X 4" STUD WALLS SINK o @ 16" O.C. WITH A (2) 2" X o 4" TOP PLATE & 2" X 4' PT BATH BOTTOM PLATE, TYP. Fl � I WC o O I ENTRY V I ><SHOWER I (1)3050 SH +30.7/_33.3 PSF 9'-6" 5' 4'-6" +30.1/-32.7 PSF TUB/SHOWER AREAS & KITCHEN: CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI Al08,1, Al08.4, Al08.5, Al08.6, Al08.11, Al18.1, Al18.3, A136.1 AND Al37.1 ALL BACKER BOARD SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2 AND IN STALLED IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS. 13'-4" ■ 1 < �I Vy D ■ o < U W N A/C PAD LAUNDRY/UTILITY ■ 2868,20 MIN. FIRE DOOR W/CLOSER, SEE PRODUCT APPROVAL ---- NEW ATTIC ACCESS VERIFY W/ TRUSS MANUF. LL ■ N a CM O M GARAGE 6� lil I ■ =EDHE 2" GYP. A iv LENT A. SIDE ALLS ■ 10070 GD +27.5/ 34.2 PSF i 10'-01, I 2'-0" (24n1 IADr ran-rAnC: A/C NON A/C TOTAL EXISTING MAIN HOUSE 884 884 EXISTING PORCH 216 EXISTING GARAGE 312 312 TOTAL EXISTING 884 528 1196 NEW MAIN HOUSE 1551 1551 NEW GARAGE 296 TOTAL - PROPOSED 1551 296 1. -j A, Q 0 .2 W N z to a:, rn A N ;U M 04 Itcn -0 0 o U. t� U 0 a O O too c0 0 w N � 0 (j o s m rn •L n- LL p W O J N E` t0 N it o ( 04 ti CD 0 M o W N O " z O Q "a tL U C� tti .co a .. U LL m . 5 m N 0 o of U. .-. 0 Oa ^O g N O Z 0° abv�oa-°E°: E-'3ia°omW"K 1-- I- 00 W 0 0 0 N N N r , cld ! ems-- - �c � o 0 W z III _ z d m O 0 a 4 (m Z � � Q O LL W -J L w m w 0 Y 0- oC W H W � i< o L11 w Z ¶ W Z 11 Eli iLL c. _0 Z O I � uj E M O w i- J w' � a) m ZLo T 7 co �z PROD. Nr, 16-620( DATE 0" 121fi2 SHEET NO. M 46 CA c N 3 N Z 0 0 N Cf7 r i -(7 c m N 0 N CO (O 0 Q LLl J n ELECTRICAL LEGEND TYPE DESCRIPTION @= DUPLEX RECEPTACLE 0F1 GROUND FAULT CIRCUIT DUPLEX RECEPTACLE I WEA T HERPROOF GFI DUPLEX RECEP T ACLE 0z00 220 VOLT RECEPTACLE ( SURFACE MOUNTED CEILING LIGHT �} WALL MOUNTED LIGHT O RECESSED CEILING LIGHT FLUORESCENT LIGHT ::� OSDiCMD SMOKE DETECTOR (110 V) -0 CAT5/CABLE (COMPUTER/TV) CAT5fTELEPHONE (COMPUTER/PHONE) I 'u I I iLL� EXHAUST FAN $ SWITCH $s 3-WAY SWITCH © GARAGE DOOR OPERATOR n GARAGE DOOR SWITCH 0 ELECTRICAL PANEL CEILING FAN NOTE: ELECTRICAL LAYOUT ARE SUGGESTIONS ONLY. ALL ELECTRICAL TO BE PER 2014 FBC & 2011 NEC & PERFORMED BY A STATE REGISTERED ELECTRICAL CONTRACTOR. ELECTRICAL SERVICE TO BE UNDERGROUND SUPPLY. SCALE: 1/4" = V-0" UNDERLAYMENT - TRI-BUILT��l8-R6 +18l-74 PSF -150 PSF N.A. ROLLED TO ENSURE THERE ARE PEEL & STICK NO VOIDS o = N O 2'-0" O.H. 7'-0" SETBACK TRUSS HETA16 o = ii II II II II it II II II II --_�--�-�I--�--�-�I--�-�--I;�-�--�--��-�--�--III-- I 1 I � I Il II 11 II 11 II li 11 _ ii IP II II it II _� i i � I I - it ii it it li ii it li li it I I II II II II II II II II HETA1I 4'-0" I U. —l!. —11. O.H. T-0" SETBACK TRUSS I I I• - VGT I I II II --II----- �---- —I --I — 11--- 4 --- ----�I --u -- _ —!!— _ —/ I i .. s q zw� z o II III II II II I IL:-: II II II IL:-:=: T- T jFT —. 1 I I Ili II �l II it III II II I� NEW ATTIC ACCESS VERIFY W/ TRUSS MANUF. IT :�:-:-: _ _ II IllII II I 17 PRE-ENGINEERED ROOF TRUSSES 24" O.C. MAX I I I I III II II I� - I I /1�4 —t —— t— — II n n •• a �� �� �� �� �, �� �� �� „ :, :, •. �. �. HETA1 STRUCTURAL ROOF PI_.AN SCALE: 1 /4" = V-0" VGT HETA16 2'-0" O.H. TRUSS CONNECTION SCHEDULE UPLIFT MAX. UPLIFT HARDWARE CONNECTION NOTES FASTENERSJN 1247 1810 HETA16 COMMON TRUSS TO C.M.U. WALL (U.N.O.) (9) 10d X 1 ir2" iiILS 1863 2235 HHETA16 HIP GIRDER TRUSS TO C.M.0 WALL (U.N.O.) (10) 10d X 1 1/2" NAILS 3498 4940 VGT HEAVY GIRDER TRUSS TO C.M.0 WALL (U.N.O.) ALL -THREAD X 7" EMBED. & (GALV. OR.D.S. r— I ....---- __-.---------._.---- NOTE: 1. ALL TRUSS CONNECTORS ARE SIMPSON STRONG -TIE Z-MAX. (WHERE AVAILABLE) (TYP.) INSTALLED WITH MAXIMUM NAILS, SCREWS, BOLTS AS PER MANUFACTURERS SPECIFICATIONS. 2, ALL TRUSS TO TRUSS CONNECTIONS ARE BY TRUSS ENGINEER (INCLUDING PIGGYBACK STRAPPING/TIE-IN). HETA1 HETA1 to co D ca Q w 4 4 cn U) W N Z w a� rn N U) N 0 O LL cl)U CI CD co ( ] co E \1y � C.0 a O LLI I. > ,Od. 7 (�" 1 � m c rn•� wiewi -L , cu Q- rah N LL O Y O N n p J ow N N a) ti co CD M W � N O xn ur»eniFq Z (,� co = Q N Qa « M 0 U = M 0LL Cfi c CD N M N 2 O OIF- � St N z.�, ®�? o Eydy��..c01,ma 0 " u Z3 c m 04'r O� ti co W O O O f— N N N n I II c � I r I I 1 0 O O O W > Z U) z a O 1140 m cn O J LL Z Q J d , J m Q � w U U ui LLI J 0 Z 0 I I z . �- w LL m =O Z TO J PW'J; 16-6200 DATE 01 /20/2017 SHEET NO. ,.. '—I ;: r S= 44