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HomeMy WebLinkAboutPLANSGulf Coast Supply and MFG 5v Crimp Metal roofing FL #II651.12 2L ga. 5v crimp metal roofing attached to plywood neck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt meiderlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced La __at all Iaes_and two �staggered�rows 12* o.c. infield. Attach 12" 12" 5/8" thick fight textured stucco on typical concrete block construction O' Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT G f� T ELEVATION I I I SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimpp metal roofing attached to plgwood deck using #9 x 1.5' wood screws unth self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment Installed with min. 4 aide laps and L' and laps fastened with corrosion resistant tin ceps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered roue 12 o.c. in field. Attach deck to trusses wing attachment deter on tlss sheet 12 4 1 SLOPE, -0' - Finishe Floc bvograq 001 Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 24 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 (type 2) 30 lb felt underlayment metalled with min. 4 aide laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Gf V 41111..0. b614 �VI u' sLucca on Lgpicam cancraT a finished stucco bands block construction REAR ELEVATION 04 S1 FI /8" thick x 8"w cut oral finished stucco bands I I O >N NU I E S: SCALE: 1/4' - 1'-O' - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4; 12 unless otherwise noted - A n g changes t o this plan shall b e submitted t o the architect Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #II651.12 24 ge. camp metal attached to plywood clack using x 1.5" 12" ASTM D for approval In writing pp g prior to starting construction. p g aging wood screws with self sealing washer at raw* o.c. max spacing over over (type 2) ne 16 felt underlayment installed with min. 4 ads tape and L" laps fastened with corrosion resistant tin and with 1.26" and - Return ALL Stucco Bands Into Window or Door. caps ring shank nails a aced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach dock 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 19/32" CDX Plgwood nailed at L' o.c. in field and edges with IOd ring shank galvanmed nails into truss webbing. 12 4 SLOPE -i" T n R ter' 11 11 11 11 11 11 11 11 1 5/8" thick x 8% cut 5/8" thick x 8"w cut ®®® ® �,'� 3 coral finished stucco bands coral finished stucco bands ®® ® .: . LJ 3 5/8" thick x B"w cut •. _ coral finished stucco bands 5/8" thick light textured stucco on typical concrete A IN 'it 11111:004ow block construction i` Garage Finis F oor = Finished — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ,J o-4" A.F.F. 5/8" thick light textured Finish Columns with 0000000 stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands LEFT ELEVATION FRONT ELEVATION SCALE: 1/4' - 1'-0" SCALE: I/4' - N-O` 2" x 4" top plate I ' 1/2" drywall ceiling on truss bottom cord 1/211 drywall on x 4" studs at IL" o.c. base -board 11 11 , 2` x 4" P.T. bottom plate \ 4' concrete Bleb with fibermesh OR OW #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition I-) nts 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: Lth Edition and ASCE 1-10 for Wind Loading Hu D~ me Enclosed Risk Ca . II Wind Velocrtg: I65 mph ultimate '- ' Mean Roof eight: Rod Pmtct�4ay2 p Internal Pressure Coefficient. }O_I8 Subjectabmlitg to damage from: Weathering: Ne d mble Termites: Vera Heave Width of Rod End Zone: 3'-4• Wind Spee : mph ultimate Wind Exposure Classification: C 1.21 X O.L - 0.12E Adjustment factor for Exposure Height: ASO demo �I Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+OAWL; OADL .6Wl1 Components t Cladding Wind Pressure (NET) Rod one: I. +30.L/-H.. per Rod Zones 3. +20.V-84.0 PIK psf Components t Cladding Wall End Zone Width: ' Components t Cladding Wind Pressure (NET) one: 4. +35.8/-338.1 psiWeR or I Wall Zone: S. + 5.8/-f1.8 Pat Za Components t Cladding Wind Pressre (NET) an Garage Door: +32.0/-40.3pd Shear Wall* Considered for Structure? yes Continuous Load Path Provided? Rod Zone 2 Wills Zone 5 Are Components an Cladding D Provided? Yes END ZONE Minimum Sal Dearing Preaure: si, Presumptive: X 13 Test psi 8EE RODUCT AP RO AL F tM A T P O E TION F R O E INGS - Corner Zone Rod Zane 3 ROOK LIVE LOAD:.3L pal" ROOF DEAD LOAD: 10 pal FLOOR LIVE LOAD:.- od FLOOR DEAD LOAD.1g- pd JOB ADDRESS: Simpsaonn HaE�ThA 20 or equal with (IO) IOGd x 11/2 C iID� ( 24" D.C.) suppportmg Max. Ieiolbs upldt Aluminum Drip ia Edge ! Paacia 2" x 0 sub-Pascla Kauai fut o writ ywwl soffit i awsmayy ve' din shank x 15' Iona reofmp nab with 3/8• ilia. heat product aWoval -ewe chart si 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30' overlap at each filled cel� _IIII=IIII IIII sl FLOOR PLAN TYPICAL NOTES: SCALE I/4" = 1'-O" I. Contractor to veiI ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2.500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I, concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 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 survegor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 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 FB 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per 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. R316 - see permit info box of code edition IS. G( psum board material shall conform to ASTM CU, C-19, C415, C514, C630, C931 C960, C1002, C1041,0II-1, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thlckneas Location Orientation Framing Member Max spacing fasteners Nall mzrn options for g installation drgwall into Spacing of Nails screws Maximum wood framing members 2' x min. thickness Ceiling Perpendcular 24' 1" 12, 13ga 13/8' long with 19/L4" head 0.048' diameter x 1 1/4' long �211 annular -ringed or 5d cooler nail OR 0.080" dia. xx 1 5/8" long with Walla Either IL" 9" IL" Direction 15/L4" head OR Gypsum hoard nail 0.080 dra. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 'I" 12" 13ga 15/e" long with 19/L4" head 0.048' diameter x 1 3/8' long „ annular -ringed or Ld coder nail Walls Either IL" 8" IL" 0.092" dia. xR 1 1/8" long with Direction I/4" head OR Gypsum board nail 0.0915' dra. X 1 1/8' with 19/44' head. CRASH POST DETAIL N.Tr S. 34" high bg 4" diameter steel crash post. Floor Flange with 4 - 3/8" expansion bolts into slab (3/8"t 50 ksi steel plate) V 46 2i5° 2 j" m 0 IT 0 0 2 h" 2 h" 6" C R302.9.1 FBC R302.9.2 1' x L" P.T. Buck block with cane han prior to door attacl install SGD thru buck into block with 3/IL" tap -con with 1 I/2" penetration at 6' o.c. max. from each corner and 20.' o.c. max thereafter at head per product approval Use 3/I4" tap -con with 11/2' penetration at L' o.c. max from each corner and 20" o.c. max thereafter at sill per product apprc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply With F.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 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 (type 2) 30 lb felt underla,ment installed with min. 4 side laps and L' and 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' c.c. In field. Attach deck to trusses using attachment detail on this sheet \ Grade 12 4I PRE-ENGINEERED TRUSSES at 24'o.c. TYPICAL (shop drawings by manufacturer) R-30 blown fiberglass in bottom chord or trusses 1/2' drymall with smooth finish Two rows of beam block filled with concrete and (l) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cant. for bottom row over openings 1/2" drywall over 1" x Purringg strips at IL" o.c. with R4.1 fr-Pal insulation on typical 8" Block walls All drywall to be installed per PBC R102.3.1 i and shall meet all penrn rtaig ASTM codes. " uo Mortar to be Type M a 1i proportioned per PBC R601.1 and Mortar Jonta shrill comp(, with FBC R4012.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) Pill cell with concrete and !U #5 bar Vert. (typical). Max spacing shall not exceed Wood 48" unless otherwise noted Base we foundation plan notes for spacing at opening* 4" concrete slab with fibermash OR L"xL" #10/10 WWM on L mil Visqueen over f 11 clean compacted termite treated fill �.�'IIII. IIIIIIII,I��Ill -III III --III 14" x 14" Concrete footing l with (2) #5 bar* coot. and #5 transverse bars at 48• o.c. TYPICAL SECTION 1/2" = 1'-O" to Masonry Beam nails AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,548 2' VTR X I I I 21' VTR J Masterr�� Bath 1"V' I I 2• Lev. 1 Y I 2' VTR j 8�• I I sue. s• I KIL amk 1 2• Kitchen I I I NTO Bath Septic PLUMBING RISER x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door ";; sliding door _ al rr Masonry Walljq L- ,., Bottom Trap ypical Flooring Sill Install SGD thru buck into block with tap -con with Sliding Door D e t a 11 I I/2" penetration at L' o.c. max from each corner and 20.' o.c. max thereafter at Jambs per product approvalJamb At Masonry Wall NITS Window Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-5 Ya"x V-3 %" 54 i8"X 63i4' Single Hung ZONE 4 2. V-2Ya"x 5'-3 ia" 15' x 1.3 %," Single Hung ZONE 4 3. '-2' x '-2 1/2" 21Y2"x 38%" Single Hung ZONE 4 4. 4'-$%"x 4'-2%" 1 54%"x 54Ya" 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 bg contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1'-0' 108' x 84' Overhead Garage Door ZONE 4 B 3'-O' X L 41'/+"x 83%' Fiberglass Pal - Irang ZONE 4 C L'-O" X L'-8' �4' x 81 i2" �°' Skiing Glass Door ZONE 4 D 2'-O' X L'-8' Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81 h" E 2'-6' X L'-8' Solid Core - Wood - L-Panel F 5'-0. X L'-a Sohd Core - Wood - 6-Panel - Sr -Fold G 2'-8' x V-8' x 1 %," Solid Core Wood. Steel. or Masoiite Door H 2'-8e X V-8' Sohd Core - Wood - L-Panel J 2'-Le X C-am Solid Core - Wood - L-Panel - Bi-Fold K X-8' X L'-8' Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified bg contractor with manufacturers secs prior to construction J[J��❑a[o � �'olL�1�CoIC ' � N I MASTER �= BEDROOM 8'-0" A.F.F. b EN H Flat Ceiling C� A/C Meter O 0 to Oe ig Q- I N CLO E I I aC 12" x 12' Concrete column / block filled with concrete and (2) #1 bars vert. tied into Imtels above Covered Porch 8'-O" to19'-8" A.F.F. Vaulteld Ceiling GREAT ROOM I :r I x L" knee -wall �%SJ-O" to 9'-8" A.F.F. am counter top 'Ill-' I Vaulted Ceiling I DINING Rod E Shelf ROOM 4 SATH I ° \ i Vand+� to be I 34 Y2' high Hlgh Well m KITCHE 0 - i 8'-O" A.F.FL - - �verrhang - - O N -llkJ Flat Ceiling 10, pper cabinet& to I ext nd over Rol. D 3'-O A. r ®_ R-a rle-to eel BallardI detail op tbia_a�� 1 IT' B I F w i Provide auto Attic A iY p I 1 doer L _ wit+r �_ 22" - _ y 150 Amp 4" P nel -o e n Ln GARAGE E EGREr O '-4" A.F.F. i Flat Ceding ° r-----------------i I Block wall in - I garar to be struck block I I I 1 I I I I A I .° 9'-0" 15'-10" Install windows thru buck into block with 3/I6" tap -con with 1 1/2' penetration at V o.c. max from each corner and 20." oc. max thereafter at iambs and 20' ac. ma Exterior face ax t head and srper product approval of wall / \ Buck to he r x 4' PT 1 1 BATH u Rod t Shelfa �1111118`0" A.F.F. Flat Ceding SECOND r BEDROOM n 0-- EGRESS lit en I in N i O O COVERED 12" x 12" concrete damn block filled PORCH with con rate and (2) _1 bars wart. tie tels vO O into lineIn 3'-5" 2'-8. 5'-4° 3'-4" Exterior two 4'-2" 5'-4" -30 9'-L" Attach buck to block wall with 1/4' dla. Elco conc screms with min. 1 1/4" penetration at 12" o.c. max and 4' max from each corner thru 2" x L" PT Buck I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #e Wood screws thru jamb into buck lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and Detail at W l n d ow S prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NITS Braden It Braden AIA, PA Dunne Building Corp. Date Drawn : Revisions : Sheet Comm u Architects - Planners GARAGE 5-23-18 5-23-18 Smoke detector revision coconut Avenue T h e Grand C a r l ton LEF Drawn by: 2 12 - 2� Tel(1_. Tel (112) 281-8258 C.C.U. Spanish Lakes Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Checked by: B Stuart FL 34996 #AACDODD32 St. Lucie County Florida D.R.B. OF 5 r--17%!7 - — — — — —) y I I\14`%� I tA1\1—%l— IX%./ I I_—�7" I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK Oil NON -UNIFORM 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/ 6 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/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 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. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. -I. 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 #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. 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 1600 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN FINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. FOUNDATiON FLAN I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all Termite Protection for New notation and dimensions before starting construction. Construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision Soil treatment used for subterranean termite prevention Inside the foundation perimeter shall be done after all 4. Verify all recess thickness at showers, tile, etc.... excavation, backfilhng and compaction is complete. 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at -48" If soil area is disturbed after initial chemical soil treatment o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" Wide, area shall be re -treated with a chemical sal treatment Provide (2) filled cells on each side of openings from 6'-O" to 9'-11" including spaces boxed or framed. and Provide (3) filled cells on each side of openings from 10'-O" and up Treatment must be in accordance with the rules and laws Contractor to see plans for any other condition used. Foundation walls established by the Florida Department of Agriculture and shall have filled cells at 2'f" o.c. unless otherwise noted (see section) consumer services. Contractor to provide for Form Board Survey - Form Board Survey Protective sleeves around metallic piping penetrating to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose 1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of a copy of soil test t0 architect for review prior to construction termicide in annular space between sleeve and pipe. 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-l6 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 ECTIEE ONS AL with concrete and '4" concrete slab with fibermesh OR at each filled cell one #5 bar continuous Vxd" #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated Pill 4" concrete slab with fibermesh OR tsicraua 6"xd' #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill 00 Grade I =1 I I =III �- _ I i lil ITI _IIII III IIII_ '' 14% x 14"d concrete monolithic =f PORCH SLAB EDGE DETAIL footing with (2) #5 bars coot. SCALE 1/2" = 1'-0 " I #5 bar vert. w/ TYPICAL FOOTING DETAIL 30" overlap SCALE 1/2" = 1'—O" at each filled cell EE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Ad, curb height Cx6" #10/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. VxV #10/10 WWM on 10 mil Visqueen over #5 bar cont. #5 bar, in curb clean compacted termite treated Pill Stop per - :..:. foundation plan Grade T- — Tf1�I1T 10' (2) #5 bars cont. bottom steel F IIII iiii 14"w x 14"d concrete monolithic footing with (2) #5 bars cost. 12" 14" = 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2' = 1'-0" GARAGE CURB DETAIL 12' x 12' concrete cold= bhxk rilled with concrete ' and (2) #1 bars vert. tied into lintel& above Top of rooter V below finished Floor 1'. -s Verify house slab height in field III, ,IIII,,, 111= 30" COLUMN FOOTING DETAIL 30"x30"xld" concrete column footing with (4) 45 bars each way millivroh 2' x 6" PT wood secured with \ 3/8'dia. x 6" anchor bolt at IS" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET #i. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Cone. Fill To Be 3000 PSI See Floor Plan For Location �, ao Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Cone. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net (.�_ 14'-0° 1 -1--u l 1 20'-0" PATIO/SLAB r _ --- T IF - - - - - - 9 - - - - Ll FI I L O -Z Filled cell under girder above I _J 24" I Rear Patio/Slab I r J to be poured separate Prom the house slab.CL LU ®I I Thicken Footing to U) 24'w x 14"d x 24"L I I FI under filled cell ° a under order bearing. I °l IL!l 4 Z_ k\"\, L-.)F.l 1 11111E m Rear Patio/Slab to u U c I be flush with bottom of ° QD sliding door recess. I I Slope 1/2' I i - ° I I;- I�- I I I._ I° I° 32'-s" H.B. I I 4" concrete slab with fiber ash OR I ° Cxd" #10/10 WWM on L mil V queen over clean compacted termite tr ated fill I a IQ I n I I I F- - ID \ / s I I I I FI H.B. 4'-0 " gL ° o LU ° I❑ o A/C ° r— w------- w.H I I #1 I 4'*w Steal Ballard FI 4 filled w/ Concrete 0 I I I u I I I I .n>'' I I Z=m SEE I Fl I ° ° I 3vm I L— a I II po'' Io° ° of II o o 0 ry3a ° I uo I 0rl;F51 �`— — — ----� ©a I ---T-T-T-T- ° 0# IL I° " I x `s 14'-6" I O V to ° L_ c Reen for __li ° �ry r ° ° __ Garage Boor ° ° --- °--------- ° " Ila' 12" x 12" concrete column block fills, with concrete and (2) #Z bars vart, ti into lintels above Wynne Building Corp. The Grand Carlton S anish Lakes S . Lucie County Florida ZOO V ;0 ZOO LL FOOTING SCHEDULE MAI sale yam, I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x IVD COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8'D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®HWWx With With 14'D Curb at Geroge MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" Date Drawn Revision& : GARAGE 5-23-18 5-23-18 Smoke detector revision LEFT Drawn by: C.C.U. Checked by: D.R.B. Sheet —� Comm # 12 2� E3 OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws bas�don press re for r of stated in permit in box on these plans for zone Ke Area Edge Field Fastener Max. Zone I 6 4 Bd ring shank 45 pef Zone 2 4 6" 8d ring shank 16 par Zone 3 8d ring shank 84 psf ** Zone 3a 6" 6" 48 wood screw 112.5 pef ** Use nails or s rews based on res$ure for r of stated in permit Info �ox on these plans for zone Concrete / Lintel Column Verify with Plan Rebar L,48 Bar Dia. Min. Overlap Provide $5 bars with min. 40 bar diameters overlap into beam. Tie filled call suet into continuous beam block steel Provide Cast -Crete SUS-OB/OT precast lintel not in mortar Min. 8' Bearing 12"x 12' \ lumn Block Rebar to Lintel A ttachmc nt NTS Provide a5 bar set in pre -cast lintel into beam where length or the opening calls for it. Provide PT Buck attached per jamb etalb Into filled eel cast 4" Sol I• t. I I il;I i I j i l 1 t C ( l I" .1 I IT .1 Poured Filed Call Provide 85 bars with min. 48 bar iameters overlap in filled cell. Tie Bled call steel into continuous rooter steel. ;..: :}A. ,`r•';:.V' Concrete Footing ..:,:'' . .4.`_.` (see tooter schedule �r , ...:-,-, -- .. r,: .. :� �: �:. � .. - for exact a:ea) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nod 2' x 4' bl"L5 nto vwL leg of truss with IOd x ails at 4' oc. II Slatpson MGT into mall mom dia. t. eade� set son. 12" met beam an l IOd rolls into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8' thick light textured stucco installed per ASTM C 92L over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of ASTM D Type 2 felt paper using ed Hells. Substrate to be 19/32' CDX Pggwood nailed at L o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #1101.12 26 ga. Sv cramp metal roofing attached to plgwood sack using a9 x 1.5" wood screws with self staling washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 ode laps and 0 and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 0 oIep .c. at all s and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this *heat LINTEL SCHEDULE Mark Wior Woor rrt a nail°stin eewei • Ab�►:ak $°tom 8,s I Sire Gravitill PTt ULMaed L".s"t.rr L22 2'-2" V-L' 3F8-05/IT I s5 30Lq 50 1024 L31 ,-i�; 41-W !FS-Od/IT 1 a6 251111 IS4b 943 L49 4'-6' 6'-10' Ma-OB/rr 1 $5 IW5 Wq 33q L60 61-W L'-L' SFS-05/1r 1 $5 1238 835 121 LLO L'-s' T-L' are-OD/IT 1 85 ton 121 634 LSO a'-O' T-4' SFS-16/27 i US 2 It 162 6q1 1 612 190 T-O' W'-V Sr8-15/2T I as 2 85 L43 530 401 LWIS T-O' W'-L' WU-0/2T ONE 1 a5 2 a5 533 nm3 401 LWO W'-O' n'-4' SrS-B/2T I a5 2 $5 6S2 4q4 452 LWOl1 W'-0' I W-4' eFIL-Id/2T ONE 1 25 1 2 86 13" 1020 452 1120 12'-0' W-4' MB-0/2T 1 si 2 a6 4 n 426 524 L1208 12'-O' IS'-4' Wit-11"T ONE 1 a6 2 a6 1015 110 324 LHO W-O' W-4' SFIL-10/.1T ONE 1 $6 2 26 1260 LOq 25q LILO IL'-O' n,-4' Mro-116/2T I ai 2 $5 300 M2 M4 Lmoe kt'-O' PI1-4' writ-MV2T ONE I 86 2 s6 q50 500 M4 - 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'-0' LONG ARE TO BE PRESTRESSED. Sispson HETA 20 or equal liar icerr��tt p char egch truss wits (10) lad x 1 1/2 nmis — ( 24' o.c,) suppporting Max 18101bs. upldt Aluminum Drip Edge ! Fascia 12" 2' x L' Kagemi fill o vent vmul start instilled using 1/9' 6a shank x 5' long geiv. roormg rocs mth 3/e' dia. head per product approval -see chart shoat el 124 x 12' concrete column block filled with concrete and (2) 81 bars vart. tied into lintels above thicken edge to 8'x8" with concrete and one a5 bar continuous BEYOND Top of footer IL' below finished floor 4 Aluminum Drip Edge ! Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd da at each met) Brace Gable and with 2" x 4" SYP a2 SR back nailed to bottom or top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES O 24"o.c. TYPICAL ( shop drawings bg manufacturer ) I 0 a � X Oq N Hp oLL a _ 2 so ti Q°° � � I UJ E:Mlc Brace Gable and with 2" x 4' SYP a2 mim aft back nailed to bottom -- of top chords using (2) IOd nails at each truss Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8 dia, threaded rod loth min 12 embedment hurricane anchor at each truss into beam (22) IOd truss leg either wet set or in epoxy with nails into truss. Add blocking to per detail on this sheet „ 24 o.c.) ETA 2 H0 1810 supporting Max. lbs. udlift N W tY w � X � a O q C N I-1Oan' n ti °s,1000 E r a (o m7 •i �C4 s N 111 All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. 'ETA 20 bo Mortar to be Type 'M' only proportioned Der FBC R601.I and Mortar joints shall comply with FBC LO1.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) FIII cell with concrete and (D ROOF FLAN Max a5aappbar vent. (tgpieaD. 48" unla anotherouse noted not eed Wood see foundation plan notes ran Base *pacing at opening* — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with ribermesh OR L'xL° a10/10 WWM on 1. mil Yiaque— TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER sn over It `lean compacted termite treated rig — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. 1IIIIIIIIIII11 IIIIIIIIIIIIIIIIIIII�II �•�` '`� =IIII I IIII,;, IIII — ALL TRUSS TO TRUSS CONNECTIONS BY ;IIII=IIII-III ::; :: IIIIIIIIIIII=IIII=IIII-IIII—IIII—III III'— TRUSS MANUFACTURER IIII—IIII=IIII -;. ,: IIII „IIII ARCHITECT REVIEW DRAWINGS IGPRIOR IIIIIIIIIIIIII114111 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION IIII-IIII `` Typical S�ctlon at Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE '""111111i11i11 scale . 1/2" = I'—o" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION 1/2' voittiiail wood w to return printoevuN � �: enetrwuon 5/8" thick light textured stucco on typical concrete block construction Varies - see plan a5 bar vert. w/ 30' overlap at each filled cell Rear Patio/Slab to be flush with bottom or sliding door recess. Step per foundation plan Slope per foundation plan foundation�an M: a c N ,,R-30 blown fiberglass a Q in bottom chord of trusses p �o -1/2' drywall with smooth finish dp o W Two rows of beam block filled with concrete -and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) a5 n bar cunt. for bottom row over openings 1/2" drywall over 1" x furring strips at IL' o.c. with R4.1 PI-foll -insulation on typical 8' Block walls WIN WmAi —9 . _0 0 1 A WA rAJ dN � I WAVA M"' fil I Fir WAIA FAA WAA1 W1111111 PA MrA I I OA MFA SEA I AVAVA 19FA 79 ck to trusses ust: ' ig attachment dwetlli on 'this sheet PW1 VA9 I OPTIONAL PANEL "A" Pal" SR Lewd Wre Description ewes ere# Desaiption Wire Load SR Pain 2 40 1.0 km #8 A/C camp 1 2 AHU s10 3.5 km 30 2 3 4 2 30 4.5 Its sio 40 gaL Water HTR 5 L R #c 12.0 Its 6o 2 i e I 120 1 Le km s12 Pump 9 10 Dr er $10 5.0 Its 30 2 m 12 1 20 1.5 Its #12 13 14 Dwlmmsher s12 1.2 km 20 1 I 20 1.5 ke #12 Mlcromove 15 14 Refrigerator s12 1.2 km 20 1 I 20 1.5 ks #12 Kitchen S.A.C. n 18 Recepts sl2 - 20 1 1 20 1.5 km 812 Kitchen S.A.C. 19 20 Recepts 812 - 20 1 1 20 L2 Its 812 Clothes Washer 21 22 Recepts sls - 20 1 1 20 0.81 km so Gorege Dow Opener 23 24 Recepts $12 20 1 1 20 1.4 kw #12 26 26 Recepts 212 20 1 1 20 1.12 km $12 21 28 Recepts $12 -- 20 1 1 20 812 General Lighting 24 30 Rscspts 812 20 1 - 1 20 812 General Lighlam 31 32 Recepts $12 - 20 1 - 1 20 812 General Lighting 33 34 Exterior GFCI 812 - 20 1 - 1 20 812 General Li&M 35 36 bathroom GFI #12 -- 20 1 - I 120 $12 Smoke Dotectws 31 38 General Lighting #12 20 1 - I 20 812 1 Sathr ois GFI 31 40 General Lighting 012 20 1 1 - 8 are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watta) General Lighting (3_ Watts eg.. ft.) ...... Small Appliance, ,t,ircult(s> .. , , Rgngq............... Refrigerator Microwave..................................................... Dish Washer. �lothPd..IUesher............................................... Garage.Door.Opener.....................................810 1135 3 5,205 2 1,500 3,000 1 12 000 12,000 1 1,200 1.200 I 1 500 1,500 1,200 1200 5.000 ±1.,820000 4 00 1.800 Total Watts 31,415 First 10000 Watts e100% 1 10.000 10,000 Remainder 21,415 e40% 1 O 10,964 Electric Heat or A/C 10,000 915% 1 10,000 10.000 Calculated Load Watts 30.9606 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 124.03 Panel Size Required 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Si Doric Pole Switch ® £ eball Recessed e Push Button Swatch Exhaust Ran =8 Duplex Outlet ¢ Calling Mounted Light =0 Speelal Reeeptaclo 0- Wei Mounted Light aterpr gr circuit Light with Pull Chian (attic) ® Floor Duplex Outlet Q Computer Connection Jack ® Carban MwwxWe Detector W Flood Light Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Cokng fan ® Televisiari Jack © Telephone Jack Co;c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Islaescent Light ® Speaker Hook -Up ❑r Intercom ®= JUNCTION BOX TO SUPPORT A FAN 'r sm THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: 163 CPM IOWOXG MASTER BEDROOM IL3 CFM IOxlOxi: PATIO/SLAB I I GAR IAT ROM I I r r a\ I Center Roosters 10 CPM ion ceding fan I44 CFM �L - - - �1 IOAO I IOx1IOx1 S/A CLOSE H.B. CF 6X X4M I I I I I 8 x4 3 iBM `� I YKgn_f�heu_-- DINING Soffit ATH '�' `• I ROOM ' I �o• I L - - - - - - - - I 1 193 CPM 12x12x1 " 0 Cie I N I I I it iiil I8 FM f'r-_ 0 I �� ATH - - - 0 - 20�d0 T 1 1 ----- #1 _ 22 • x 64• F j I I iIL' 1tic Ammons s'tmmtkt � l I 2j2 Clem - - - - - I a I XLxI 150 Amp ` Meter Panel \`t SECOND GARAGE' i BEDROOM I IM 12id2x8 N S/A r----------------- i I 1 I I 1 1 I I 1 I I I I I I I I I I I MECHANICAL LAYOUT SCALE: 1/4" = 1'-0" I. Use copper wire only, no aluminum. I1. It is not the intent of these plans to show every minor detail 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. 5. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and L. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIL02 19. The electrical system shall be completely and effectively 10. A/C Refri FQ'BVC g q bg lines that are run thru slabs must be sleeved in rounded as required b the latest edition of the N.E.C. If. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all -fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All p work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. iL. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 COVERED PORCH disc. 1 i50 #?/0 Aluminum feed AMC 1 A* Conduit _� PANEL 2" PVC l 2' M ELECTRICAL RiSER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction H.B. Vent thru soPrlt ---- Braden 4 Braden AIA, PA Architects - Planners -411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Aor- claritg Install owle under disc. not shown Q A#/I C Meter 0 I w OPTIONAL PATIO/SLAB ,'Covered Pora%, MASTER BEDROOM wP GFCI ; \ I \ I \\ S IH ITVI I - - - Smoke /Carbon "" 4AOM T Monoxide DetectorR Combo A/ I I iFCI CLOSiE I © II 1 I II ;PcI - I DINING GFC I I ROOM 1= FC GFCI +"� F FM N A KITCHEN „I t----- e 24 3'-2" 3'-2" C.M. Detector R3141 FBC GF C 42° GFCI If W.H. 22* Attic Nth Wa J 150 Amyl Ototional Panel \ I penal loe.eaon Pull chain \ light in attic 42" GFCI GARAGE Garage Door ---opener--- I I I 1 I I I I I I I I I I I I I I I I I I I I ELECTRICAL PLAN ov s-rry 1 F N I ?G Cente i -y\\SECO90-4 BFDROOM /qp/\I 1 WP GFCI \ i-' I FlaRCH / i SCALE: 1/4" = 1'-011 Post Light with .,---� o Attic Ventino Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.14 sq, ft, required Provide A Continuous Vented Soffit W4nne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Photo cep m m4 G'-3" 0 I n Date Drawn Revisions : GARAGE 5-23-18 5-23-I8 Smoke detector revision LEFT Drawn by: G.C.U. Checked by: D.R.B. H.B. Exhaust Duct �Thru Soffit m lU re For Front Post Light Sheet Comm # E-I 12-2� B OF 5 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'—O: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE AL IF MULTIPLE PLY. A& DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span A 60 degrees Sprea er Bar or less 41 112 —i Tag Line span approx. REFER TO BCSI Truss must be set this way if crane used. Truss is on example, your truss may not match, nsist crane operator sets truss this way. flag .4-- Approx 2/3 to Line 1/2 of Span REFER TO BCSI iss must be set this way If crane used. This Is an 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. A A1lip "P."Ill LIll Ill " ill TIE= 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. LIREPRESENTS A HANGER For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Ginter Nails must be as shown. Guide tabs c Dome angle nails. SEAT PLATES BY CHAMBERS c'7 INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 ­__ upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT it TYPICAL END DETAIL 12 4.00 r— m io 12 2.00 co upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT ll END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN L=NGTH A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers " GARAGE LEFT The Archltect's or Architect's representative's ..shop drewlna Opprovai is NOT GARAGE RIGHT 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT e d FABRICATION„ AGREEMENT JSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNEI legal description of the property where the trusses will be Installed is: The undersigned acknowledges and agrees: 1. Trusses will be made In strict accordance with this truss placement diagram layol which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions In this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (1 days of delivery the undersigned agrees that no backcharges will be allowed. In the eve such written notice is furnished Chambers Truss shall have three (3) business days in whit to begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & WTCA 6. Delivery Is to Job site. It is the buyer's responsibility to make the Job site suitable f, delivery. Chambers Truss has the sole authority to determine the suitability of the Job site or Portion of the job site for delivery. Chambers Truss will be responsible for dump delivery onl, The buyer is responsible for additional delivery expenses if Chambers Truss has to redeliv( because job site is not prepared for delivery or buyer is not prepared for delivery of trussel Buyer is responsible to Chambers Truss for towing costs due to site conditions, 6. Price as shown In paragraph 7 below is subject to change if any changes are made I this layout. A $50 per hour fee for revisions may be charged by chambers Truss. Chambers Truss of �the sum agreed to, if n agreement a reasonable price nORDERThis is a PURCHASE voicetwilll be made on delivery and paid within termsrof e on delivery. Invoice may be made at scheduled date of delivery If buyer cannot acre; delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonabl attorney's fee for collections in event of payment not timely made. 1-1/2 11 per month service charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extendng credit for this material the undersggnet unconditionally guarantees payment when due of any and all indebtedness owed tt Chambers Truss by any entity receiving material and the undersigned agrees to pay such indebtedness Including attorneys fees, if default in payment for material be made by the recipient. 10. In the event of any litigation concerning this agreement,the items fumished hereunder )r payments referred to herein, the parties agree that the solex nue fbi`anysoch action will )e Saint Lucie County, Florida. 11. Design responsibilities are per "National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses4 \NSI/TPI/WTCA 4. 2002"" )ATED iIGNED :OR TITLE Aspreader bar maybe required per "BC511-03" b prevent i jury & damage: Multiple ply trusses must be fastened together pe R engineering before they are set; failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life !! and property and is the responsibility of the truss erector. Study the contents of the Information packet included on delivery, before setting trusses. _ Thaws must be set and braced perdesign bo prevent injury damage. Trusses must be set plumb and square Do not set bunks or stack of piywood, roofing material or any other concentrated loads on trusses, this can cause collapse. IDO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES I CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Pierce, Florida-34982-6423 800=551=5 ' Fort Pierce 772465-2012 F i 772.465-8711 Vero Beach 772-569-2012 Stuart, e"'772-286-3302 _ Web Site CHAMBERSTRUSSCOM LJCJtl71V UMI I CKIH --- -- County SAINT LUCIE Building Department SAINT 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. `9 1 Top Chord Live 20 c Top Chord Dead 7 4.2 •o I Bottom Chord Live 10 Non -Concurrent N w Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 o Wind Speed 165mph M Top Chord C.B. Sheeting by builder. rn Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:04/24/12 Revised:02/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III 75�ag PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11323 gil �Jo 0 PANEL "A" - - - - - - - -6,. Poles SR Load Wire Description circ# mrc# Description Wire Load bsl:1` 1 20 1.2 kw #12 Refrigerator I Range #L 12.0 kw s ; 1 20 1.2 Ice #12 Clothes Washer 3 - 1 20 1.5 kw #12 Kitchen S.A.C. S L Dr a #10 5.0 kw 3C4"' _'' 2 1 20 1.5 kw 912 Kitchen S.A.C. 8 1 20 #12 Bathroom Recrpt. 9 10 Au C sor #10 5.0 kw 30,1111 2 1 20 1.2 kw #12 Dishwasher 11 12 1 20 1.2 kw #12 micrauevr 13 H Air Hand #10 5.0 kw I IS #14 General Lighting 15 16 WH I IS #14 General Lighting IT 18 #10 5.0 kw 21,15 :;-2 1 IS #14 General Lighting 19 20 I IS #H General Lighting 21 22 GDO #12 0.81 KOJ 20iiJ 1 IS #14 General Lighting 23 24 Spare Spare 25 26 Spare} Spare 2'7 28 Spare Spare 29 30 Spare PANEL '_A" LOAD CALCULATION SHEET _ Load Description QtW. Watts Total( General Lighting (3 watts sq. ft.) Small, Appliance, Circuits) ) Range .. Refrigerator ........................................ .......... . .... .. ... ..... Dish Washer Clothes .Washer. , , . Clothes Dirge r.. , , Water Heater. Garage Door Opener ... . .. .. .. .... 1135 3 5,2 3 2 I,500 I 12 000 12 1 1200 12 5 I,Microwave 00 15 1 1,200 12 1 1,200 12 5 1 6,000 1 4,500 Is ell0 I SO Total Watts 36` First 10000 Watts e100% I 10,000 10 Remainder 25,415 e40% I O IO Electric Heat or A/C 10,000 945% I 10,000 oAft Calculated Load Watte 30 Voltage 2 Calculated Wattage Divided by Voltage = Total Amps 12 Panel Size Required = 1540' • I�ctrlcal S mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed Pe Push Button Switch Exhaust Fan � Duplex Outlet Ceiling Mounted Light i" Special Receptacle ♦ Well Mounted Light 4 ,'7 .7.!�_=oof ground fault circuit ter n Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack F-cm-1 Carbon Monoxide Detector Flood Light Thermostat m Electrical Panel Q Central Vac g Electrical Meter (� Smoke Detector Coiling fan I © Television Jack OTelephone Jack .mac A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light svxa Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN TU = THERMOSTAT LOCATION t( B/A =BALANCED AIR FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCA A/C disc. 42/0 AL (3) 41 THHN Copper With 41 Gm 2" PVC Schedule 40 conduit 50 2" PVC S 40 conduit AMP CB into attic PANEL AHU 200a rated 200a rater meter can n meter can Intersystem bonding 2" PVC ( FPL}- Termination pant 2" PVC schedule 80 schedule 2" rigid service FPL 2" rig GEC Bar�2)#8 tassel Wire O' Gelvenaed around rods ELECTRICAL RISER I ALTEh - Contractor shall use AL-CU Landing lugs. NITS - Contras - Contractor shall torque lugs I.A.W. - Contrat manufacturers recommendations which manufacl shall be verified prior to construction shall be - Verify AIC/KIC Rating prior to ordering equipment - Verify ELECTRIC NOTES: I. Use copper wire onig From panel to devices 15. Cori 2. Provide and wire all required smoke t Carbon free; Monoxide detectors. the., 3. Contractor to verify location of electrical yeas'' service and provider. Corn) 4. ALL bath and kitchen receptacles to be GFCI protected. thane 5. ALL exterior outlets to be WP/GFCI protected. other L, Recessed cans to be installed per NFPA requirements. I(. It is 1. Tamper resistant AFCI receptacles are required in of c4 ALL rooms. all Its 8. A/C Return Air Balance Must comply w/ FBC RMIL02 the r 9. A/C Refri lines that are run thru slabs must be sleeved in r�gqrr��t props, 10. ALL A/C Equipment shall comply with energy calculation 11. All u shall 11. All work shall be performed by a licensed electrical meet, 12, contractor, the completed system shall be fully operative. Contractor shall for all Tees, testing, and t pay permits, and inspections including blower testing where required, 18. The 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. group 14. All required insurance shall be provided for protection 19, All m against the public liability and property damage for the labels -2-19 143 CFM IOxIOX4 OPTIONAL PATIO/SLAB PATIO/SLAB MASTER I BEDROOM GR IAT ROM 10 CFM IOxIOxL 12xl2x9 B/A Center Registers I49 CFM on ceiling fan I49 CFM 12x12x9 `-1 IOxIOx I \ IOxlOxl N B/A �i N H.B. CLOSE CFM i#en I H.E 8x4x4 ex I I I - J 8x4X4 12ii I 3 CFM - \ Exhaust Duct V�r_____ Thru Soffit DINING Soffit AATH \ 1 \\ `\ ► ROOM o \ \ 101, IN I 153 CFM 12xl2x1 ° 4" Exhaust H.B. Duct Thru 20 Cr- ii Wall 8x4x4 1� I R�ppA1 I FM _ _ _ ___Vent __thrU Q I LC 6111� 8x SOr f It -- WP GF _ _ T Install ouleA0rLQ Q 20x2O A T H under disc. T I not shown clarity o #I 1 a F 22" x 54 1 I f fp1111 s II/n AiC Attic Access O with light_ I = i 232 CFM L - J Q I 12x4xl Meter 150 Amp Ir ' I- IL_J 1-2-19 AND USE APPROPRIATE RISER BELOW A/C disc. Cable I� y I 150 MCB PANEL bonding pant I'E atoef2)#e'��pe�,alavenzied ground rode SERVICE ELECT. RISER ti use AL-CU Landing lugs. NTS G II torque lugs I.A.W. commendations which prior to construction 4 Rating prior to ordermq equipment GARAGE I r-----------------i I I I I I 1 I 1 I I I 1 I I I I I I I I I COVERED PORCH SECOND BEDROOM I j 12xl2x8 �1 B/A MECH/4NIC/4L L,4Y0U7 SCALE: 1/4" = 1'-011 {�hall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before Saw 'aO�,S i acts ror a period of not less than two years from acceptance or certificate of occupancy, or P ordering.The contractor shall provide circuit routings to i1 P y. one licheing Bale OP h01186. scat the fob conditions. f I`f defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans P If„ hall include replacements or repair of any or as selected b others, y of installation that may have been damaged. Jy. .)'1:: f intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete on, The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the y 1 a complete electrical system and provide all largest conduit or pipe from any other service. fists necessary For the equipment to be placed in I order. 23. All exposed wire below T-I" shall be installed inmetal EMT dl be done in accordance with the N.E.C, and conduit. with all local codes and ordinances, and shall 24. Dryer Vents to be installed Braden t Braden AI FA idard requirements of the local electric utility per FBC RM1502 r it company. Architects - Planners al system shall be completely and effectively 411 S.E. Coconut Ave ue required by the latest edition of the N.E.C. Tel : (112) 281-8258 shall be new and shall beer underwriters' Fax (112) 281-8283 applicable. E-mail: bradenaia5comcast. et Stuart. FL 349% 4AAC0,0 032 Meter OPTIONAL PATIO/SLAB /Covered Porch`\ MASTER V Tv � � BEDROOM WP GFCI 1 1 1 I \ I \ I 11 ITVI I - - - Smoke / Carbon G ' ` I ' ` T i Monoxide Detector R q O M Combo S I I GFCI /� I 16° \ I I TV � I CLOSE I I II I , GFCI I I I I DINING - -`\ GFcI I I ROOM GFCI GFCI I\ ° I� KITCHEN- - - - I C) /24" I 3'�-2" 3'-2„ cHlnes F / oe M. pDe FBCr R31y,4 I / GFCI / 50 CFM F N +15 GFCNI/ C 92° GFc1 W.H. / Ro r I 22" x 54" 1" _ W 1 1 Attic Access O Cente ` \ with light/ Lt =E) W `SECOND H 150 Aink F tionalPanel panel location 1® TV B E D R O O M Pull chain / \ \ light in attic 92" GFCI GARAGE II Garage / \ Door / Opener \ I 1 \ WP GFCI I I 1 1 I I o �.. H r r ELECTfi�IC/4 L F L /4N SCALE: 1/4" = I'-O" Post LI lit with _vo C Attic Ventinq Calculations FBC 2309.7 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq: ft. required Provide A Continuous Vented Soffit Wi4nne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Photo cell v� vu u L'-3" m au X p ox W I W na (V JFILF._ 1 Date Drawn Revisions GARAGE 3-21-18 5-23-18 Smoke detector revision d� LEFT Drawn by: G'd�R�601 C.C.U. Checked by: D.R.B. d M�orT�er?n�lrtitr A)�cv�� H.B. Exhaust Duct 7hru Soffit Wire For Front Post Light JUL 2 4 2019 1 ST. Lucie County, Permitting Sheet Comm # �7- -1 12-2� OF 5