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HomeMy WebLinkAboutPLANSGulf Coat Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 89 wood screws with self sealing washer at 12" o.c. max spacing over (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps laps fastened with corrosion resistant tin caps and with I. " ring spaced L o.c. at all laps and two staggered rows 12' o.c. he deck to trusses using attachment detai on this sheet C 5/8" thick light textured itucco on typical concrete block construction I 12 SLOPE 14 2„ O.H COVERED O(D: PORCH — — — — — — — — — — — — — — — — — — — — -- _41._ —0 0 0_0 L si� 5/8" thick x 8"w cut Finish Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands RIGHT ELEVATION SCALE: 1/4" - r—O' Gulf Coat Supplg and MFG 5v Crimp Metal roofing FL #IIL51.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. In field. Attach deck to trusses using attachment detail on this sheet IZ 4 1 SLOPES = Finished Floor — — — — — — — — — — — — — — — — — — — — — — -- LEFT ELEVATION I GRESS I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 5/8" thick light textured stucco on tgplcal concrete block construction SCALE 1/1" = I'-cr Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails s aced 6 o.c. at all laps and two stagggered rows 12 o.c. in field. Attach deck to trusses using attachment detal on this sheet DN -- — 7MPLIANCE IE COUN ®CC'� i stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood -deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two etaggered rows 12" o.c, in field. Attach deck to trusses using attachment detail on this sheet 1/8' Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be l9/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. .- 1: �Il•71�1�1�1��1�1�� LL LMI I �I [011 MI li 5/8" thick x 8"w cut' coral finished stucco bands 2" x 4" top plate II 1/2' drywall ceding on truss bottom cord I/2" drgwall on " x 4" studs at 14" o.c. base -board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermash OR 6"xi' #10/10 WwM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition FRONT ELEVATION SCALE: 1/4' - 1'-0' ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category II Wind Velocity: 165 mph ultimate Mean Roof Height: II'-O' Root Pitch: 4:IZ Internal Pressure Coeflric—ient: t6_le 1 Subjectability to damage from: Weathering: Negligible Termites: Veru Heavu 1 Width of Rod End Zone: 3'-4• Wind Speed: 165 mph ultimate € Wind Exposure Classification: C 1.21 x O.6 = 0.12L Adjustment factor for Exposure Height: ASgD agfi Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL: OADL+OAK Components t Cladding Wind Pressure (NET) Rod Zone. I. +20.61 11 Rod Zone: 2. +20.6/-51.0 psf Rod Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3,-4' Components t Cladding Wind Preasure (NET) Way one 4+3355,8/-38.1 � Rod Zane I Wall Zone: 5. +35.8/-41.8 Wells Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-403pot Shear Walls Considered for Stricture? yes = Root one 2 Continuous Load Path Provided? YYaass Walll$ Zoe 55 Are Components an Cladding De to Provided? Yes END ZONE Minimum Sal Bearing Preswre: si, Presumptive: X Bu Test: ON -Comer Zones S E 1:!�OaUVT AP R YAL FOR -IMA T P O E TION FOR O E IN S Rod Zone 3 ROOF LIVE LOAD: 31 pot ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: _ pat FLOOR DEAD LOAD:-10 psf JOB ADDRESS: " 8'-10)'2" OO I�.7LAN for steel top plate x 3/8"d Counter top - verlPg typo �» for steel support angle e with contractor lo:CRASH POST DETAIL son detail an this sheet S ALE I/4" = it-Ili) TYPICAL NOTES: C N.T.S. I. Contractor to verify ALL notes and dimensions p roar to 3L" high by 4" diameter steel crash post. Floor Steel countertop support angle Install L' from and Tr Bar proceeding with work. Flange with 4 - 3/8" each and cabinet one in center of counter. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into see angle detail "t 50 ksi steel (3/8 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab plate) 2' x e" woos .wide le a minimum 1,400 P.S.I. fiber stress. it `' 1/2' drywall at c.c. 4. No dissimilar metals to touch. 2�" 2�' 2• x e° PT wood pieta S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cons. tie beams etc.. to 0 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 1 O 4. Drywall at ceilings shall be leveled and attached to bottom chord R102.3.5. "a/s" 2y,° KITCHEN ISLAND FRAMING DETAIL 4" of trusses with screws per FBC d 2:s 1. ALL wood in contact with concrete shall be pressure treats 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12, Lowest finished floor to be set bg Governing Building Department V2'yz.surveyor to set in field. S°13. Separation between residence and garage shall be per FBC R302.4 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door W.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R314 - see permit info box of code edition 18. Gggppsum board material shall conform to ASTM C34, C19, C415. C514, ClC931 C�f40C1002, C1041,C1111, C1118, C1218 C1395, or C1394 and shall be installed nccord,ina to the followinci: (FBC R102.3.5� 12Y ` `. BATH R 3. %•.a I iav� I I ��y�; H KITCHEN Y luwi i ILAUNDRY " v = I I I 1 12Y 1 1 2.1 I t" � 2Y 2Y 2' VA 3" oem i 1 2Y 2Y 2Y 3 ec4 � 2" mT Y 3" BATH 82_ SANITARY RISER nts Attwh buck to block wall with 1/4" dia. Etc* cow screws nth inn. 1 1/4" penetration at IT D.C. max and 4' max from each corner thru E xt' i two 2" x V PT Buck OrI' wa Wood aerra Or" J� into buck ai sash hinge and Ili' al max and Detail at Door prior to door attaehm mt NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION 19. ALL ceramic tile surfaces installed shall conform to ASTM AIO8.l thru A108.4, ° O L over ang watt 1.5 A108.1, AllB.l, A118.3, A134.1 and A131.1 block Nth 3/ 0 t buds into with block r e 3/IL' rep -eon with 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM i from penetration at 2 as . M - - - - - y free afte corner broil 20' ace wiz C1288, C1325, OR CI118 and installed I.A.W. manufacturers recommendations shall Door Schedule Exterior face at head and �� and product approval mqx, - - - be used as backer for the wall the in tub areas and wall panels in shower areas. at head and rn par product ato be t" ® m d wall suck to a P x 4' PT � 21. Insulation including facings such as retarders or vapor permeable members Installed Mark Size Rough O enin Door Description PRESSURE ZONE vase +41~ high wall i Dw within floor-ceilingassemblies, roof-ceilingassemblies, wall crawl spaces and attics ,- SECOND I I I shall have a flamspread Index not to xceed 25 with an accompan in smoke A ass-O x 1 O 108 x 84 Overhead Garage Door ZONE 4 y g ° BEDROOM KfTCJHEN I ° h ASTM E 84. B $'-O' X L'-8' 4I''/4" x 83'/4" Fiber Panel -meal ZONE 4 I'x4' P.T. Buck nailed to ao developed Index not to exceed 450 when tested In accordance wit - I a o+w ometw lock moth car hardened nails 8'-O" A.F.F_ 8'-O" to 9'-e" A.F.F.- Insulation shall comply with F.B.C. R314. C L'-OM X V-8' 14 x 81 h" Sliding Glass Door ZONE 4 Detail at Windows Prior to window attachment rn D 2'-O' X i'-8' Solid Cara -Wood - L-Panel -BrFak Finulwd 24' x IN %' Flat Ceiling I Yaultgd Ceiling O NTS O I Upper cabinets Roll 1 E 2'-L' X V-8" Solid Cora - Wood - L-Panel ° I extend over Ref. I taCRo F 5'-0' X V-8" Solid Care - Wood - L-Panel - Bi-Fold _ NON-V NT 12'-8" 4, �„ ae0PNING O I ° H.B. G 2'-8' x V-8' x 134" Solid Core weed. Steel or Masc ate Doer oPENWra L - H 2'-8' X L'-8' Solid Care - Wood - L-Panel - - -1fqE Ii Nir 2'-L' X L'-8" Solid Core - Wood - L-Panel - IBrFald ° ix-n B.ei. In■aatian Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 " THIRD O Provide auto G go. 5s crimp metal roofing attached to plywood deck using #q x 1.5 ® © closer 4"m Steel Ballard ° wood screws with sett sealing washer at Ito o.c. max spacing over ASTM D ALL Exterior doors to withstand pressures stated in permit Info BEDROOM See detail on this .heat (type 2) 30 lb Felt underlayment metalled with min. 4 side laps and L" and box on sheet #1 F� In -- laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails O r I O 2 0 A aced 4" o.c. at all laps and two eta ad rows 12" o.c. in field. Attach GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL 1 Aamm deck to trusses using attachment dotal on this sheet WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 s§ I so L All rough opening dimensions to be verified by contractor A.F.F. ion I _ _ - - - - Wit - Jill with manufacturer s specs prior to construction Flat Ceiling 8'-O" Ceiling 12" Flat Ceding #I - GARAG Simpson HETA 20 or equal Masonry Beam ° J rc hurrie ne anal�or et ach truss 12 1" x L' P.T. Buck nailed to 12 -8 m 4 14 S mth IRO) IOd x I I/e2" nails PRE-ENGINEERED TRUSSES block with ear hardened Walla Verify attachment Oi ° ( 24" o.c.) wppartmg Max 41 at 24"o.c. TYPICAL prior to door attachmen hole location with GC m Block wall m O 18101be. uplift (shop drawings by manufacturer) c° Install SGD thru buck into prior to fabrication - ° ° ° MT ° ° garsga to be block with 3/IL" tap -con with 3/8' thick L° ° ° 2'-e° ° �./rstruc: block I I/2" penetration at L" o.c. max steel bracket Ill Batt" Inodialm de auto ate/ '•'+y'' from each corner and 20." o.c. max 150 Amp ° Aluminum Drip closer R-30 blown fiberglass `"�'>'� G.":':;';:.��;' thereafter at head per product approval g ,. , ; , : Panel ° Edge E Fascia m bottom chord of trusses=;::.,..:,:;;;.`;:r:...,.r...;<,';.. EMERGENCY 3 EGRESS I/2' drywall with smooth fiisah n ° - 2° x G" Sub -fascia Two rows of beam block filled with concrete U O O Use 3/IL" tap -con with COUNTER TOP BRACKET DETAIL and (U #5 bar cunt, in each row. Substitute 1 1/2" penetration at L" o.c. max. Kayean rill o vent vongI ad'M1t installed precast lintel Pilled with concrete and (1) 25 from each corner and 20" o.c. max rn 1/8' dia shank x 1A' long goi bar cunt. for bottom row over openings thereafter at sill per product approvalAl roo�ng note with 3/8' dia. head per I GOLF CART I product approval - we chart sheet. sl 1/2" dr wall over I" x furringg 00 strips at IL" o.c. with R4.1 ?1-foil i' x V P.T. Buck nailed to " I GARAGE I I e insulation on typical 8' Block walla block with car hardened nails I I 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 Head prior to door attachment � g T and shall meet all pertaining ASTM codes. stucco on typical concrete ao Mortar to be Typ® M onlg proportioned per FBC RLOTI block construction and Mortar Joints shall comply with FBC RL01.2.1. ° Provide Dur-O-Rock at all wet areas tax showers, tubs etc...) fixed door "' '' ° #5 bar vent. w/ sliding door ; T-S" q _O-- 30° overlap Fill call with concrete and 2'-8" ® 9'-O" IF al -I 2'-8" L'-4" 2'-e" st each Piikd call lU #5 bar veil. (typical). N Masonry Wall �- ax spacing shall not exceed ;. Wood 48' unless otherwise noted /z" n see foundation plan notes For :..,;:,>.,,. Square Footage Breakdown Base spacing at openings •'^ Bottom Trac - "Typicnl flooring '•�; ; �- _ . 4" concrete slab with fibermesh OR 5111 Install SGD thru buck into Total A/C Space = 1,�53 sq. ft. L"xG" #10/10 WWM an L all Visqueen over " tap -con Covered Porch Total = 212 sq. ft. clean compacted termite treated Pill block e penetration 20." .c.ama b f Total = 2 484 BQPtfL. Grade - " i from at Jambs per product approval Jamb Total Cubic Ft = l�f,OZ�f Under 00 Sliding Door Detail Garage At Masonry Wall NTS m U d R - Braden t Braden ��/4a P/Ot WUnne Burldln Coy Date Drawn : 3-28-18 5-23Revis18 : Sheet Comm # IIII-loll- IIII = I11 g p REAR Drawn bg: 5-23-IS Garage floor slope and 111-III - " 14" x 14" ConcretE footing Architects - Planners smoke detector revision ' with (2) #5 bars Sort. and #5 411 S.E. Coconut Avenue THE W I N D S O R PORCH 2 15 - 1 5 9 B TYPICAL SECTION transverse bars at 48" o.c. Tel : (112) 281-8258 I C.G.U. Fax : (112) 281-8283 S apish Lakes RIGHT Checked by: Impact Scale I/2" = I' -Off E-mail: bradenaJcomcast.net S , Lucie County Florida D.R.B. OF 5 Stuart. FL 34996 #AA 0000 2 2 ° EGRESS 13'-ll" MASTER BEDROOM " W E m n.a u %ll1J 12" x 12" Concrete column block filled with concrete and ST. LU (2) #1 bare vert. tied into lintels above Filled cell under girder above PORCH WIRE LATH CEILING p 1 ILIN b t 11 m a Flat Ceiling Eta if ° I i I ° � I N :D FOR IPLIANCE COUNTY ppr sell Thickness Location Orientation FramingRaffasteners Member acing Not airing options for installation d drywall into Spacingwood Mawmumcrews woodframingg members 2" x min. thicknan Ceiling Perpendicular 24" 12" 1 3/8OR with 19/L4" head 0.098' diameter x 1 114" long annular-ringed or 5d coder nail y2„ OR 0.080' di . xx 1 5/8' long with 15/L4 hand " Walls Either Ii' Direction R Ggpaum board nail o.08L" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 7 12' 13ga 1 5/8' o g oath IaJ head OR 0.098" diameter x 1 3/8' long annular -ringed or Ld coder nail Walls Either 10 8° 1L" 0.092" dia xR 1 1/8' long with 1/4" head Direction OR Gypsum board nail 0.0915" dia. x 11/8 with 19/L4= head. Window Schedule Mark Size ROu h Open. Window Descrl tion PRESSURE ZONE I. 4'-IJ 4'-L%" 54Y■"x 54Ya" Single Hung ZONE 4 2. iv-2'/a"x 5'-3 %" 15' x L3 %4" Smi& Hung ZONE 4 3. 2'-2' x 3'-2%=" 21h"x 38r/a" Single Hung ZONE 4 4. 3'-1" x 5'-3%" 38' x i3'i4" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a apses prior to construction Vanity to be O I O 4 Y2"high NIP 8'-O" toil-?" A.F.F. ° Rod it Shelf T Vaulted - _ � en GREAT ROOM ° �LOSE: T I$ I H.B. b � = ° Rod I Shelf cv a� - � ( N m O ° I , 32" DRYER .�+SHER Iu q' S" LAUNDRY ■ I ' Lu `n I- n 8'-O" to T-8" A.F.F. o ° +� Vaulted C DII�iNG lingAl ° Vanity to be 34 Y2"high I I ( R O O 1-1 in 18" -4 T E I I ' r counter tops to " 3/8' thick steel overhang mall 1.5 top is O 5'-3" q0„I counter supp eq. eq. coin er tops to .7 1 1< U l_." I U D /I L. I X ;%../ I >_ %D : I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NONUNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ L MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ LXL 10/10 WELDED WIRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FiLL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" iN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. L• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A -IL, d A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR To POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE- 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE. UNLESS NOTED OTHERWISE. IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN I Any changes to plans must be submitted to the architect SCALE: 114" = I'-O" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf, Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.._. S. Contractor to provide filled cell with concrete and 1 45 bar Vert. at -48" o.c. max. Provide (1) filled cell on each side of openings Upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans forany other condition used. Foundation walls shall have filled cells at 24s o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of loll test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars, #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap I TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one #5 bar continuous L"xL" #10/10 WWM on 10 mil Vrsqueen over \ clean comuacted termite treated fill FOOTINGS SCHEDULE Mark same Desor Lion I 14"111 x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 14"D MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET 30" x 30" x IL"D COLUMN FOOTING WiTH (4) #5 BARS EACH WAY e"W x 8"0 ITHICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®x With With 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' 12"W X 18"D MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR OxV #10/10 WWM on 10 mil Vrsqueen over clean compacted termite treated fill ti 14"m x 14"d concrete monolithic footing with (2) #5 bars cant. 14" F i TYPICAL FOOTING DETAIL Qt``AI = 1/7" = i'—n" 4" concrete slab with fibermesh OR LoW #10/10 WWM on 10 mil Vrsqueen over clean compacted termite treated fill ,- #5 bar cont. #5 bar vert. w/ 30" overlap at each filled call gEE TYPICAL ECTIONS Ad,lust curb height based on gar. floor 4' concrete slab with fibermesh OR slope. 0XV #10/10 WWM on 10 and Vrsqueen over #5 bar In curb clean compactedtermitetreated fill � n,_n. a ;=;= At,\ / y^. 'Q" 3: 'p„ '.•' _ (III III(" • 114"w 10" I'D #5 hers cont. bottom steel x 14'd concrete monolithic —I I III III' footing with (2) #5 bars cunt. 12" 14" f DETAIL AT 4" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 5 GARAGE CURB DETAIL SCALE 1/2" = 1'-O" 12' x 12' concrete column block filled with concrete and (2) #1 ben vain. two into lintels above Verify house slab 4" concrete slab with fibermesh OR height In field L"xL" #10/10 WWM on 10 mil Visqueen over T of tooter �. clean compacted termite treated fill If." finished floor #5 bar cont. - i•m 30 x30 x16 concrete _ 9Ln column footin with (4 �. #5 bars each wag t (2) 5 bare cant. bottom steel s „ 30 1 2 COLUMN FOOTING DETAIL t DETAIL AT 9" GARAGE STEPDOWN �� •° sr -ALP 1/2" = 1'-e)" SCALE 1/2" = 1'-0" Termite Protection for New Construction. Sal treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x V PT wood secured with \ 3/8"dia. x L" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval iarage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NT c� IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 4+5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location go Double Filled Cell Column Single Filled Cell Column NTS NTS 0. H.B. A/C T ED 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above c W-10 2 I 8'_10y2" h" lo'-off — — `n — ,-- ----7R�----- ® L_J® ® ©Lit FI o I I Filled cell under 24" r girder above I I I J Rear Porch Slab to O F ® I I® r be poured separatelg 10 from House Slab. O O Thicken footing to I 24"w x 14"d x 24"L Ir.1 I I under filled cell ° under girder bearing. I ° ° ., FI N I I I I —7------FI ----� Rear Patio/Slab to be flush with bottom of sliding door recess. Slope I" I I I I I \ 4" concrete slab with fibermesh OR 4"x4" 910/10 WWM on L mil Vrsqueen over clean compacted termite treated fill o I DRYER ASHER I I I Wall I ° I I I I -41 F1 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L mil Vrsqueen over clean compacted termite treated fill I NON VENT! I se• c�lnR ° OPENING • O Q I ( 4"s Steel Sallard ° See detail on this sheet I I �a<1 I I I® W I I I I IL I N L— °° ° °LU i I °I I I O 14 step I I LU I I° -i to ° O Icy I i- I I I I I °OL------�-- �° °L-------- — ° ° ° 1.5" Recess for ° ° ° — w° 1.5" Recess for oararage Door 2g2'-8" I 9'-O" I 2'—S" 6'-4" 2'-8" 9'-0" 2'-8" Braden t Braden AIAe PA Wynne Building Corp. Architects — Planners S.E. Coconut Avenue T H E W I N D S O R Telel (112) 281-8258 Fax : (112) 281-8283 5 anish Lakes E-marl: bradenara comcast. net S. Lucie Count Florida C►.hapo tI '2AQQL tceerrnnnna� If O Date Drawn : Revisions : REAR 3-28-18 5-23-18 Garage floor slope and Drawn bg: smoke detector revision PORCH c.c.L1. RIGHT Checked bg: D.R.B. H.B. 0 I R COE ST. Sheet 3, OF 5 ED FOR rIPLIANCI COUNTY Comm # 15-159B impact ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2' 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws bas d on rasa re for roo$ stated in permit info box on t�ese ppans fNor zone 3 Keft Area Ede Field Fastener ax. one I 4116" Sd ring shank 45 psi Zone 2 8d ring shank -16 par Zone 3 4 to 8d ring shank 84 psf ** Zone 3a 4" 6" #8 wood screw 112.5 psf ** Use nails or sqrews based on pres ure for r of stated in permit info box on these plans ?or zone Concrete / Lintel Column Verify with Plan `'it'1 Rebar to Lintel are-oe/IT ers-min ers-18/sT Rau of Above 8FIL-MAT SPIL-I13/2T NOTES: I. min. coverage of steel=i.5" 2. min. bearing required 0 ea. end=8" 3. standard for reinf. stool—ASTM A615 TYPICAL LINTEL SECTION l PRECAST CONCRETE ) Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. V�_ Provide Cast -Crate 8U8-05/OT precast - -4- t lintel set in mortar Min. 8' Bearing -- --- --- 12"x 12" ilumn Block Provide #5 bar set in pre -cast ROOF FLAN Scale : 1/2" = 1'-0" lintel into beam where length of the opening calla for it. — O 1' O° 1 h d h h a PT Buck rd per iamb into Pilled a 4" Pre -cast Sill verhangs at — un ass of erwise note on t Is s eet - Roof pitch at 4:12 unless otherwise noted on this sheet _ - - Truss shop drawings to be provided by manufacturer Any changes to this plan shall be submitted to the architect for approval to writing prior to starting construction. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Fined Cell _ Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction de #5 bars with min. 48 bar :era overlap in filled cell. Tie cell steel Into continuous steel. Scale: 1/2" = 1'-0" CBS WALL SiNGLE PLY REAR GIRDER TRUSS Nan 2' x 4' blockaig to vent. hill of trams with IOd x LS nails at 4' o c. instal simpean MOT Into ate saell otosetbeam and A Old rrMLIS Ieito truss Reber 48 $air Dia. LIP Min. overlap ap TRUSS BLOCKING: DETAIL MAT GIRDER STRAPPING A t t a c h m n t AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 9L over ASTM D tlpe 2 paper backed wire lath nailed to substrate through one lager of ASTM or Tgpe 2 felt paper using ad male. Substrate to be 19/32" CDX Plgwood nailed at L' o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL #IIL51.12 2L gga. Sv crimp metal roofing attached to plgwood neck using #9 x 1.5' ood screws with self sealing washer at 12' o.c. max spacing over ASTM D type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end epos fastened with corrosion resistant tin caps and with 1.25' rang shank nails ssppaaced L" o.c. at all late and two staggered rows 12' o.c. In field. Attach rJack to trusses wrong attachment detail on this sheet Lintel Length Bar Length Clear Span "A" Bars "B" IBars T-10" T-8" I'-C 2,#3 none 3'-6" 3'-1. 2'-2" 2,11:3 none 4'-0" 3'-10" 2'-8" 2,#3 none 4'-6" 4'-4" 3'-2" 2,93 none 5'-4" 5'-2" 4'-0" 2,#3 none 5'-10" 5'-81, 4'-6" 2 u4 none 6'-6" 6'-4" 5'-4" 2.94 none 7'-6" 7'-0" 6'-2" 2,#5 none 8'-4" 7'-101, l'-O" 2,#5 none ALL reinforcing steel is grade 60. LINTEL SCHEDULE Mark g UrD u I C S iahreteiown sow A'� s� am Sol am Max, L Mafl� Pars) LLateral Ma�xd lPlr) L22 2'-7 31-C �8-09/IT 1 85 30i1 1"1 1024 L31 2,-A• f-0" 8rS-Od/IT — I #6 2561 OAS 143 L45 4'-6' S'-10' ePs-OB/IT I #5 505 '101 334 LSO W-0' L'-L' oPed/I -OT I #5 r23e 83i 121 LW V-S' 11-C IR's-Od/IT I #5 105 121 554 L80 e'-O' ee-4' 611"8-IB/2T 1 85 2 05 192 511 512 L10 1'-O' 10'-L' 011118-ID/2T 1 $5 1 2 #5 643 530 401 L105 Ir-OR 10'-6' AIL-Id/2T ONE I #5 2 #6 E33 NIS 401 LI00 1�0/�"-0' l'-4' BM-M/2T 1 $5 2 86 652 444 462 LIOOB 10 '-O' 1r-4' W%—ft/2T ONE 1 iR 2 1 86 ffiLL loge 452 U20 r1'-O' 13'-4' OPe-I6/2T I #5 2 85 411 42e 324 L12M 17-�O/�' 13'-4' erlL-IB/2T ONE I #5 2 #5 1015 110 324 L140 W-08 16'-4' SPIL-I8/2T ONE 1 85 2 85 1250 LO1 251 LILO W-Oa 11'-4" 1 BPS-IB/2T 1 89 2 #5 Soo H2 114 LILOB IL'-O' rr-4' u v -a/2T ONE I 05 2 #6 no 600 114 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Smpson HETA 20 or equal hurricane anchor at each truss with ll0) IOd x 11/2 made - ( 24' o.c.) sup orting Max. IBIOIbs Uplift Aluarsim Dnp Edge t Fascia 12" 2' x 6' Kagcen foil o vent vind soffit installed oniwa VW din shank x 5' lar gale. roofing nowith 3/e' dia. head per product approval - we chat cheat #1 W x 12' concrete colum black idled with concrete and (2) #1 bars vart. tw into dntels above thickedge to 8'x8' en with ::racists and 1 one #5 bar continuous BEYOND 12 4 1/2' Aluminum Drip Edge t Fascia Flash and Counter " Plash Nail ledger to gable end truss with (2) IOd " �ins at each web \ an 3/8' h"Ib lath Intel and vartio d wood W staples to provide 4' penetration into wing and 3/4 penstraton frennna mesbero 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. ease V; Kai= 0 111-- will% ai 111 MIN EEEEZZIMW� ro X d � u ry v .J 4J a W n c� �— d gym Ec=4101 W N V C4 4 Brace Gable end with 2' x 4" SYP #2 aft back nailed to bottom of top chords using (2) IOr nails at each truss PRE-ENGINEERED WOOD TRUSSES y e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord of trusses I/2' drµwsll with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and lU #5 bar cunt. for bottom row over openings 1/2" drywall over I" x furrin strips at IL" o.c. with R4.1 M-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" onlgg proportioned er FBC RbOi.l and Mortar Santa shall comply with FBC t�60i.2.1. Provide Dur-O-Rock at all wet areas (ex. showers. tubs etc...) Fill cell with concrete and lU #5 bar vert. (typical). ax. spacing shall not exceed 48" unless others me noted see foundation plan notes for spacing at openings 4" concrete slab with hbermash OR VxV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill I� FI at Front Porch Scale : 1/2" = 1'-0" Braden t Braden AIAa PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 281-8283 E-mail: bradenaiascomcast.net Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift HETA 20 .strap true& to wall using 5impson MCAT with 5/8 dia. threaded rod with min 12" embedment Into beam either wet set or in epoxg with (22) 10d nails into truss. Add blocking to �trusa leg per detail on this sheet ILI I NJ Z. 7A VA M AV, AV, WA VAA wom VAA M FA VAA 11 W.- AMM I IN � `II Ii IWAR f� WAA II WIN 110111111I � �E 11 IN 11 II fill Io 1.1 imI �I SETA 2� Simpson HETA 20 Provide for gutter Provide downspout hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Wynne Building Corp. THE WINDS( S anish Lakes S . Lucie Countg Florida Date Drawn : Revisions : REAR 3-28-18 5-23-18 Garage floor slope and Drawn bg: smoke detector revision PORCH c.c.u. RIGHT Checked bg: D.R.B. CV Q W a w � X �c � s c a =s .0 E 2) a 00 2 C 1_ .r CV H W C4 W CODE" Coj�yq ST. ILUCIE L;C O I 1- Provide downspout Sheet I. OF 5 Comm # 15-15913 impact Opt. PATIO/SLAB PANEL "A" Pass BR Lead Wire Desorption Circa arc# Doacrwptioi Wee Lead BR Paso 2 40 TO kw #8 A/C comp 1 2 AHU #10 3.5 ke 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 L Ronge #c 50 2 1 8 1 20 1.8 ka 812 Psp 9 10 #10 P1.2ko 30 2 11 12 1 20 1.5 kw #12 14 Dishwasher #L2 20 1 1 20 1.5 kw #12 Microwave 1c Refrigerator $12 . 20 I 1 20 1.5 kw 812 Kitchen S.A.C. r2l W Recepts $12 20 1 1 20 L5 kw 212 Kitchen S.A.C. 20 Recept■ #12 20 1 1 20 1.2 kw #12 Clothes Washer 22 Recopts #12 20 1 1 20 0.81 ks 812 Garage Door OpeMr 24 Recopts $12 20 I 1 20 1.4 kw $12 25 2L Roeopts #12 20 1 1 20 1.92 kw #12 21 28 1 Recepta #12 20 1 I 15 #14 General Lighting 29 30 Reeepts #12 20 1 - 1 15 #14 General Lighting 3l 32 Roompts #12 20 1 - I 15 #14 General Lighting 33 34 Exterior GFCI #12 20 1 I 15 #14 General Lghtmg 35 34 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting $14 15 I - I 20 #12 Bathroom GPI 39 40 General Lighting #14 Is I s are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description at . Watts Total(Watts) General Lighting (3 watts sg, , Pt.> Small Appliance Circuit(s) . ........................ Bangs Refrigerator Microwave Dish Waafier .Clothes..Waaher.............................................. Clothes..Drier................................................ .Water. Heater ................................................. Water. Pump. , , , , , .. _ . _Gtrrage.Door. opener. ...................................... 1135 3 5.20S 3.000 2 1.500 1 12,000 12,000 1 1.200 L,200 1 1.500 1.500 1.200 1.200 1 1.200 1 1.200 I 5.000 5.000 1 4.500 4 0 1 1800 1800 810 I 810 total Watts 31415 First 10000 Watts e100% 1 10.000 10.000 Remainder 21.415 e40% 1 O 10"4164 Electric Hest or A/C 10,000 ec5% 1 10,000 I0A00 Calculated Load Watts 30,11ee Voltage 240 Calculated Wattage Divided bli Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend $ Smile look Switch ® Recessed Can Light .� Double Pale Switch Egebal Recessed f B Push $uttan Switch -s:r Exhaust Fan -e Duplex outlet ¢ Calling Mounted Light Special Receptacle 0- Well Mooted Light Waterproof, ground fault InterrupterLight with Pull Chain (attic) now Duplex outlet © Computer Connection Jack ® Carbon Monorode Detector 4& Fkrod Light T Thermo" Electrical Panel m ® Central Vac Electmtcd Meter ® Snake Detector Ceding fan ® Television Jack = Telephone Jack nc �Disc ' A/C Disconnect I x 4 Florescent Light ® 2 x 4 Florescent Light ® ® Speaker Hook-up ❑= Intercaw ®= JUNCTION BOX TO SUPPORT A FAN 0 se THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: Iwo %��oC Aliiswrm. r..d B '# PANEL Vent thru Sdfrt -- 124 CFM IOAOxi: MASTER I BEDROOM 124 CFM IOrdOxc IK7L+� --- -- e - R11 12W11'3Td S/A FF 8x4x4 9 CFM ;`LOSET - 50 CFM ITA 'I DRYER ASHEI NOW IL CFM / 8x4x4 ( 1, i Ill CFM 12)dx1 SECOND BEDROOM THIRD BEDROOM 100 CFM IOxbxc I. Use copper wire only, no aluminum. 150 Amp 2. Provide and wire ail required smoke detectors. Panel 3. Contractor to verify location of electrical Te service and provider. 1 GOLF C,A R I 4. ALL paddle fans shall be on a rheostat. A I 5. ALL bath and kitchen receptacles to be GFI protected. 2' PVC (FPL 1 GARAGE 4. ALL exterior outlets to be WP/GFI protected 7. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. r service PPL B°ro #t awe syp 1 W s6 cant 9. A/C Return Air Balance Must comply w/ FBC RMI402 10. A/C R PP enrigmpt lines that are run thru slabs must be YYGG I 11. ALL A/C Equipment shall comply with energy calculation ELECTRIC A L fi21 S R 12. All work shall be performed bg a licensed electrical - Contractor shall use i4L-CI1 Landing lugs. NTS contractor, the completed siLatem shall be full operative. - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all fees, permits, tes in , and manufacturers recammendations which inspections including blower testing where required. shall be verified prior to construction 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 19. The electrical stem shall be coo letel and effectivelg su is.. All required insurance shall be provided for protection rounded as re red b the latest 9 q y edition of the N.E.C. against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. Ic. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. awt the job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that mag have been damaged. or as selected by others. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23. All racewage and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from ang other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24. All exposed wire below 9'-1" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utilitg 25. Drger Vents to be installed per FBC RMI502 and telephone comban9. NDRY B//A 0 R-1 ♦, 141 CFM r IOx10x1 12" r - - r i\i I 14• I PORCH 141 CFM IOx10x1 RE,ATI ROOM i I I I I o dOx1 I DINING ROOM I _ - - - P I I o DUJ I I I �I I I IONIO M I KiTCH� WI ROWAVE I 3 TON N-YENT I SEE MANUAL se BAR 10 01*X and Energy OPENINGCalculation for Unit inro W.H. \ "4 Steel Ballard 1 ee detail an this sheet - Install oulet rx i4 I under disc.- Attic not shown for with Wk J clarity L---- GARAGE r-----------------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 MEAN1CAL LAYOUT O = THERMOSTAT LOCATION SCALE: 1/4" = 1'-0 " rs Ywrvs s � re YYws s r-�ar�a Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net PORCH \ WP GFCI \ I ®S DRYER LAUNDRY 1\ �T SECOND 'l BEDROOM/ 1 / / I THIRD BEDROOM-,-- i A Attic Venting Calculations Total Attic Space = 2101 sq. ft. F15C23 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Wynne Burldrng Corp. S anish Lakes S . Lucie County Florida MASTER BEDROOM .01 \ � C r I � I I I I I GREAT ROOM ®I /I / I / I DINING ROOM I � I �\ I � 4"e Steel Hillard Sae detail on this sheet r 22' x 54* i r 7 - ttm Aaom ieh� L---'•\ 1 � 1 �} 1 ��OP'TIONAL PANEL LOCATION Q Z / QFCI w GFCI \`\ G'°` R A G E �J /P r \ 150 Amp � Panel rMor GFCI \`GFCI r--------m / r------ �-------- i Garage / Garage Door I �m / I Door Opener 1 1 Opener 1 GOLF C,ARTI I GARAGE I GFC I I GFCI to 044P lights I ELECTRICAL FLAN Past Light with O SCALE: 1/4" = 1'_01' Photo eel a Center Post Light between driveways r �I i • Wire For Front Post Light Date Drawn : Revisions : Sheet Comm REAR 3-28-18 5-23-I8 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. F. - i 15-159B RiGHT Checked by: impact D.R.B. OF 5 , ,&=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPACING ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span \or l/ass A& 30' to 60' Span \�6C degrees Spreader Bar \\\ or less /2 —f Tag Line span approx. REFER TO BCSI Truss must be set this woy i, crane used. Luss is an example, your V'ss mEy not hen,ir nsist crone operator sets truss this way. ka9 - Approx 2/3 tom Line 1/2 of Span REFER TO BCSI ,ss must be set this way if crane used. This is on example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses are installed. AI R HA" Ill I I— FR IV O-TE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder For Truss to Truss Connections see hanger/connector Nails must be as shown. Guide tabs G, schedule in engineering Dome angle nails. package. Carried Truss SEAT PLATES BY CHAMBERS oo sot. msu CalRN l J.IXS an CORNER DETAIL OVERHANGS NOT SHOWN FOR OIARI TY upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR TEAT MODEL.. - --- - - - ARRANSE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTHA I RUN�FABRI�CAp I�oNtgGREE�N►ENIT s . i I The legal deacrlptlon olthe property where iTMe truaeae AQRwig be installIll ed is: 13 a RETURNED Do not Etand on trusses until they are braced per BCSI & properly nailed to straps & hangers L The underignetl acknawtal I to Id ajj—:: I � t: Traaee will be made In strict e which la the wle augto CCOrdance with Ihls Wae lace dtY for detarmining.eucceaaful fabdcatl P mart diagram layout, C L G .3, Unldeie nwrN en n aite� u p vy�beban vedryad by the under grted ease. - ✓ 15'-3" ✓ 19'-9" ✓ 19'-9" 15'-3" Y °ertMed mall to Chamber Trea wkhln ten 70 1 I I I — — — — ., b o an n tics Is fumished Chamber Tat no backcharges will be allowed ( ) INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR J1 J1 J3 J377 J5 J5 GRA A Al t \ 1 I A2 I /I A3 -� A4 AS A5 I J A5 I I A5 I / A5 I A5 14'-1 I A5 I A5 I 2. 21 112 AS _ A5 ^ 1 fret N A5 1 i AS A5 :._..r * I A5 � 1 A5 As A7 N x" AT INVERTED "V" WEBS AT CENTER o W/9' B.C. PANNEL. LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/H/U AT , AT i i ATAL"' " B 777 N e T SETBACK BOSTON HIP BHA ��1 /raj J5 J5 J3 J3 4 A J1 7/ .- PORCH RIGHT i�®���i®alwami=axx,i .�i�i�imMaili�i�i�i�i�iIll �ie 00 III 'IN Well I I II� 4 it 11 Ibisr V INVERTED "V" WEBS AT CENTER Wool PANNEL. LOAD W/ (2) ��1 I v i� CLOUZ ED AREAS ARE OF \\ / SPECIAL CONCERN & MUST BE 1 CHECKED CAREFULLY & MAY of 1 INDICATE DEVIATION FROM �_� LANS.,% I i 1 1 1 1 GRA lOSTON HIP II BHA gin ropelr required, or to substlMe oth8G88 shall have three (3) bu�neee days n whlcnht 4. The undersigned ackwwtedgoc,ecelPt of BCSI 1-03Caummery cheat by TPI 8 WTCA• 6. Dagvery k to Job stts, tt Is foe b n• _ deMary. Chamber Truss hea the wle aWlro responelblllry to make the Job she eultabla far portlon o/the Job she Pore tlalMary. Chamber Truss tletarmine the sulteblllty of the job she oh a b uYer la reaponelble for addPoonal tlelNen a t`d be recponalble for dump delNery only. because Job stte la not Propered for delivery or bxpeor Is R Chamber Truax has 9uyer b roaponslble to Chamber Truss uYer Is not prepared for dative is redeliver 6. Price ae shown fn pare 7 below f°r towlnp coed due to stte tondltlone. 'y cf Wuses. tole leydut A 56g gnWh Ic aublact ro change H any then - . 7: 7111s IL a PURCFiAS ORDER tone May Trsa of the cum all gee are, made In agreement a reawriabla"on-del rgad by Chamber Trttas. on delNery, Invoice mom' Invoice will ba made on tlelNe and reed to, or B ns: ay be made of scheduled data Of del very If buyerhteeis B Of nnot accept del of /ebricat I b'uasee. The undersigned egroea to pay Chamber.T ea adomey's fee for colleM(ons In evert of paymerd not timely made, 1-12 % charye will be added oral' sumo not paid-wlMln tarns N do sortable 8. Signature or InlgaIse per month seJvJca E n , nYwhero on role sheet consatuta& agreement to all terra herein. bswnaldertlon of Chamber Truss extending cradft for g,la matedal the shatundersigned n Tsui by pry en Payment when due of a tie, any end all Indebtadn owed to r mays ees,' fl default Iande a undersigned agrees to pay auto dgbMdnese inducing ettpm 311 P ant for material be made by the Ire (;,� r (" - , dgtt In the event of wy Iltlgafill wneeming this agreement the " `-' be'Pir7nnante`reterrad to herein, the, partlea agree that the eoie venue for any such haereu l r be Selnf k6ole County, Florida. Y pion will l{,, � 71. Daslpn responalhlllgea are per "'Natlorri Standard And Rabbmmended Guldellnea on Rai lWlltl0C8 4-200220U2" For tlon AN Using Metal Plate Connected Wood Trusses SIRPVWI' DATED SIGNED �'• TITLE_ 7Asproaderbarnmy � Pe.-03to pregerd tr�i t�,gP Y tresses must be fastened together per englneering hey are set; failure to do so canult In roof collapge, ry and permanent bracing are required and can save Ilfe roperty and la the ►cal o fill of the truss erector. Study ffie contents of the Information packet Included on delivery before so no trusses. Th+esas muattteaetand braced TnNges mus toprwm tkVL yg t be set plumb and square Do nofaet bunks or stack of plywood rooting aterial or an Other corit entrgted loads on trusses, thle can causemcollapse DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DE RED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Pleroe; Florida 34982"6423 800-551-5932 Fort Pierce T/2.4gs.2012 Vol Beach Z72 9.2012 Arch' Fax 772-05-5711 ' rat-Qkl ol3Wate Stuart•:7,7s2=266-3302 ' -double theca NaT Of nlaQc�tt3lktor. , The contractor shall remuln responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from vity and uplift loads and their or la alive locations. Approved By: �.---- Date:_ _ - --. Braden ,i Braden A.I.A. P.A. 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. 0 Top Chord Live 20 > w Top Chord Dead 7 4.2 rn to c Bottom Chord Live 10 Non -Concurrent r '^ Bottom Chord Dead 10 3 c _ TOTAL Load 37 7.2 w o Duration Factor 1.25 r Wind Speed 165mph m 0, Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. H t Highest Mean Height 151-17 Building Type ENCLOSED v) Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 K.U.L.=Restraining Dead Load C.B =Continuous Brdcin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildina Desi ner and/or Engineer of Record. LLChambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 = 1' w 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:10/07/15 Revised:03/21/18 IJ FOR ^ 6'-4" 14'-4" Q WYNNE BUILDING CORP. DESCRIPTION: PORCH LEFT 71' CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 13g59- % & DSO