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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply ar 26 d ga. 5v crimp mete wooscrews with self (type 2) 30 lb felt laps fastened with cc aced to" o.c_ at all writ fn rr.luea urns v Crimp eta roo in # L attached to plywood deck using #9 x 1.5" asher at 12" o.c. max spacing over ASTM D rnt Installed with min. 4 side laps and 6" end sistant tin caps and with 1.25" ring shank male two staggered rows, 12 o.c. in field. Attach .t A tin .w }L.a ah..t coral unisnea stucco Danas b/ C enICK Cut coral finished stucco bands LE-L VATION SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11431.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 aide laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nala s aced V o.c. at all laps and two staggered rows 12' o.c. in field. Attach dpeck to trusses using attachment deta"Von this sheet r 12" 5/8" thick x 8"w cut ` H. oral finished stucco bands �5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION Product Approval Submittal Affidavit Opening ffohedtileSwing Doors" Overhead Daars. Mik fog Daars lflndia" 8lgifi" Opening TYPe NOA/FL NUMBER Product Model ilr Manufacturer (fleas Attachment methodDesign r 5/16" 11/4"�m, tapeons a/ min. I L3/a' panelist spec par procuct approve Cofitrecta s�iall adhere to de dmtaneas speanod in Product approval mZEI�co tics rta of Approved Tests 1.20 i4 FL# 239.3 Single Hung SH-100 Impact PGT + 80 A PSF - A [L-0330.02 Overhead Garage Door Model 824/811 9'-4' max. width It'-o" max height DAB et, sic x s• s e 1'r <�~rIO-q-21 sus e,,,' t. = = e. qprDesign + 50.0/-60.0 paf + 50.0 PSF B FL# 164'14.1 Fiberglass Pro/ Smooth pro Jeld-Wen da. tapcon with min 1.25' embedment at 3' max from c«man and 1T5' o.c. max thereafter in hood and iambs C: FL# 251.5 Sliding GIs" Door Series 110 SGD PGT 1" mom Type "GSA " 1/4"adm. tapcz w/ min. I I /4c penetration a pp�e spas pn psi uet approve. ontraet« all adhare to a n. 2 1/2' edge dmiencsa speeihed in Product approval ± GO.O PSF Product Model # Manufacturer Attachment Method Oration DnLe Design Pressure of Approwd Tests MlllliCLB FL# 2LI.1 I' x 2 3/4' x .3'15' PGT Inatell ppeerr fastener tgpe and spacings shown in Table IA and I5 m prodsct approval on sheet 5 of 32. + 58.0 PSF Roof FL# 11651.12 5V Cnmp Metal Roohn g Gulf and Coast Su I pp y manufacturing 26 g� 5v criip metal roofing attached to plywood dock using #9 x 1.5' mood acrews aitli "It sealm washer at 12' sic_ max • ae over ASTM D g spacing hype st ne lb felt rosin nrment metalled p min. it side leis and L' end kip. listened nth e«rosicn d two nt tin cap se with c. nng shank tiara greed 6' o.c. at all laps and two staggered rows 12• oe. m Mid. Attach deck to twsses using "alrtaehnent dotal -on rod plan - IO8.5 PSF Sk ng Stucco on Block Q soffit FL# 12198.3 Model T4 IT vented Vinyl Soffit Kayean Install using 2" x 2' battens at 6" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Inswithtall soffit to battens using din- hand - +55.0/-35.0 PSF Hurri/80 cane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record 5/8" thick x 8"w cL coral finished stucco bane Ez Ill. EVATION N.10TES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II451.12 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 underlayment installed with min. 4 aide laps and 6" and [ape fastened with corrosion resistant tin caps and with 1.25" ring shank nails aqseed V o.c. at all laps and two staggered rows, 12' o.c. in field. Attach /-�L "- ♦.....�. ..._" .i#a..L. --0 .L�.r1 __ rL.. .L-.# St.ur-r-u Uri t.UpiGOI r-uric-rCLG v, W Wli .n w Wu �vi ui block construction finished stucco bands REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4-12 unless otherwise noted - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - Return ALL Stucco Bands Into Window or Door. 12 ,SLOPE 4 SCALE: V4' - 1'-0' SCALE: 1/4' - II Gulf Coast Supply and MFG 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 Ib felt underlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails dpe s aced 6" c.c. at all laps and two staggered rows 12" o.c. in field. Attach ck to trusses using attachment detail on this sheet 8'-1" T.O.B. 2" 2 H ❑ ❑ 5/8" thick x 8"w cut coral finished stucco bands O'-O" Finished Floor Finish Columns with 5/8" thick light textured N0000,0000kow IV 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction 2" x 4" top plate 1I 1/2' drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at Ib" o.c. base -board �_ 1 II / 2" x 4" P.T. bottom plate \ 4' concrete slab with fibermesh OR 6'xi' #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition In i/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using ed nails. Substrate to be 19/32" CDX Plywood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 �aT VATION '-� 5/8" thick x 8"w cut coral finished stucco bands -0'-4" A.F.F. as P-Off 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 Building Design is: Enclosed Risk Category: II Wind Veloatg: IL5 mph ultimate Mean Roof Height:IIII'OO°Root Pitch: 4:12 On Internal Pressure �cient: to -is Sub•lectability to damage from: Weathering: Negligible Termites: Vera HeaveWidth of Roof End Zone; 3'-4• Wind Speed ultimate -mph Wind Expowre Clas�irication: C 1.21 04 - 0.126 Adjustment factor Por Exposure Height: x ASD ileag n Load Combination: ASCE 1-I0 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL i Components t Cladding Wind Pressure (NET) Root Zone: I. +20.11 pat Roof Zone: 2. +20.6/-51.0 psi i Root Zone: 3. +20.1,/-84.0 pat Components 4 Cladding Wail End Zone Width: 3'-4' Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38'I pat Rocirm I ®Waiis Wall Zone: 5. +85.8/-41.8 pd <;: Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pal Shear Walls Considered for Structure? ye - Roof Zono 2 Continuous Load Path Provided? Yea Wags Zone 5 Are Components an Cladding Do-m7PravidedI END ZONE Minimum Sal Bearing Pressure: , Presumptive: X Big Test: psi - Corner Zones SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS Roof Zone 3 ROOF LIVE LOAD: �31_ pat ROOF DEAD LOAD: 10 psi FLOOR LIVE LOAD: __J1_ W FLOOR DEAD LOAD: -lam od JOB ADDRESS: FLOOR PLAN 1*_� CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0 " N.T.S. 1. Contractor to verify ALL notes and dimensions prior to steel high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into sla 3. ALL Lumber to be used as Beam, Rafters, etc... to have c3/e"t so k51 steel plate) 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 "3�8" ° L. Drywall at ceilings shall be leveled and attached to bottom chord v of trusses with screws per FBC R102.3.5. 0 0 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 accessibility requirements. h"h°12. M21/2"handicap Lowest finished floor to be set bg Governing Building Department surveyor 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 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 I" x L' P.T. Buck nailed to Masonrg Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachm with F.B.C. R314 - see permit info box of code edition 18. GuDsum board materials all conform to ASTM C34. C19 C,475 C514C630 C931 C139L be C960, C1002, CIO-f1,0111, C1118, C1218, C1395, or and shall installed according to the following: (FBC R102.3.5) Drgwall Thickness Location Orientation Framing Member Max. spacing Fasteners Nail slung options for drywall into Spacing installation of Maximum wood framing members 2' x min. thickness Narla Screws Ceiling Perpendicular 24" i" 12" 13ga 1 3/8' long with 19/64" head 0.098" diameter x 1 1/4' Iongg annular -ringed or 5d coder nail 0.080' dia. xx 15/8" long with Walls Either IL" g" 1g" Direction 15/L4" head OR Gg1psum board nail 0.08L" dia. x 5/8' with 9/32" head. Carling Perpendicular 24" I" 12" 13ga 1 5/8' long with 19/64" head 0.098' diaOeter x 13/8" IV / annular -ringed or Ld coder nail R 0.092" dia. x1 i/8" long with Walls Either IL" 8" 1L" Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 1 1/8" with 19/1.4" head. 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 = 11,568 2' VTR I I VTR Masterr� _ Bath I I ILe2vrv. 2' Lev. I I 4• 1 2' VTR 2• sher. i x sc i I I I Kit. sink I I Kitchen 2' I I a. I Lev. s• W.C. Beth #2 slier. S. C.O. To septic PLUMBING RISER n 11 Install SGD thru buck into U U block with 3/14' tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval I" x L' P.T. Buck nailed to O block with case hardened nails Head prior to door attachment Z'4 O I fixed door Use 3/I6" tap -con with sliding door 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max n Masonry wall thereafter at sill per product a royal -� 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 CIlrt8 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile 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 ,45TM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with sell 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" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two etaggered rows 12' o.c. in field. Attach leak to trusses using attachmentdetail on this sheet Simpson HETA 20 or equal hur icane anchor et each true IN (10) IOd x 11/2' nails l 24' a.c.) suppporting Max. 18101bs, uplift PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) Aluminum Drip ss --� '- " �R-30 blown fibergla Edge t Fascia in bottom chord or trusses I/2' drgwall with smooth finish 2' x L" Sub -Fascia Two rows of beam block filled with concrete end (1) #5 bar cont. in each row. Substitute Kagcan full o vent vmgl soffit installed precast lintel filled with concrete and (1) #5 using1/8" dia shank x 1.5" long gale. bar cost. for bottom row over opening& rooing nala with 3/8' die. head per product approval - see chart shut #1 1/2' drgwall over In x furring strrpa at IL" o.c. with R4.1 ri-Foil insulation on tgpical 8" Block walls 5/8" thick light textured = All drgwall to be installed per FBC R102.3.1 stucco on tgprcal concrete T and shall meet all pertaining ASTM codes. block construction ZD Mortar to be Type 'M" owdg proportioned per FBC RLOi.I and Mortar Jonts shall comp y with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert, w/ 30" overlap Fill cell with concrete and at each filled cell (U #5 bar vert. (typical). Max sppacing shall not exceed Wood 48" untas otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L mil Vrequeen over clean compacted termite treated fill " Grade .i'° . ,..::;..........:;.., ,. 14" x 14" Concrete footing with (2) #5 bars coot. and #5 TY P I C A L S E C T f O N transverse bars at 48" O.C. Scale : 1/2" = 1'-0" Bottom Track `-Tgpical Flooring Sill Install SGD thru buck into block with 3/10 tap -con with Sliding D oor D e t a i l I om penetration at L" .' max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough O en. Window Descrl tion PRESSURE ZONE I. 4'-5%"x V-3%" 54%"x L3i4" Single Hung ZONE 4 2. 6'-2Ye"x V-3 %" 15' x 63 1/4° .Single Hung ZONE 4 3. '-2" x V-2 1/2" 21i2"x 38`%a" Single Hung ZONE 4 4. 4'-II 4'-2 %" 1 54%"x 54 ye" 1 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 manufacturers specs prior to construction 11, --Ji Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X it -On Me x 84" Overhead Garage Door ZONE 4 B 3'-0" X V-8' 41'/;'x 83%" Fiberglass Panel - Inswing ZONE 4 C L'-O' X 6'-8' 14a x 81 '/," Sliding Glass Door I ZONE 4 D 2'-0' X V-8' Solid Core - Wood - L-Pagel -Bi-Fold Finished 24' x 81 %" E 2'-L" X iI Sobd Core - Wood - L-Pa'iel F 5'-0' X 6'-84 Schd Core - Wood - L-Panel - Si -Fold G 2'-8' x V-8' x 1 si4" Solid Core Wood, Steel, or Masofirte Door H 2'-8" X L'-a. Solid Core - Wood - L-Panel J 2'-L" X 6'-8' Solid Core - Wood - L-Panel - Bi-Fold K 2'-8" X L'-en 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 #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction 34' -0" 1 11 12' . 9'-4" 12" x 12" Concrete column block Pilled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch 8'-O" to 9'-I " A.F.F. OC Vaulted II GR AT R OM I I 119'-8" I I I N I 8'-0" to T-8" A.F. 2' x V knee -wall Vaulted Ceiling I below counter top DINING 1 ROOM I ,F a g`aa l �r i Vanitg to be I 34 y2"high 1 High Well I NOD- 8'-11, is 4:, _d" ATH Rod t Shelf m aUc Flat Ceiling va f LLw Z SECOND BEDROOM �o EGRESS 4 4'-1" EGRESS 12'-8" iv MASTER BEDROOM 8'-0" A.F.F. 411111__� Flat Ceiling M1 S I NI L SET 0! I 8° Rod Shelf I KITCHEN 8'-0" A.F.F. Allhi N Flat Ceding - 10'-5" Upper cabinets to extend over II Vanity to low 34 Y, hig M r ° ^t BATS d) H. -n bees r 400 steel Ballard j I 'S 11„ detail on this shee 22' x 54• 3 Aetic� auto I L I l closer _J i 6=0„ 4„ ISO GREs8 T GARAGE T 8'-4" A.F.F. O Flat Ceiling N 3'-1" Q O " I in 12" x 12" cohere rth concrete and into lintels a column block (2) #1 bars vert. above filled COVERED tied ORC L' 2" N - ° ° O O 2,_8" r-----------------i Block wall in I garage to be I I struck block I I I I I I I 00 C L 9'-0" 0 'a- N Vent filler 4'-O" A/C o I eter Attach buck to block wall with 1/4" dia. Elco conc screws with min. 11/4' penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x V PT Buck of wall arise I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck clock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment NTS INSTALLATION NTS Braden t Braden AIA, PA Date Drawn Revisions Sheet Architects - Planners Wynne Building Corp. 9-4-19 411 S.E. Coconut Avenue GARAGE Drawn bg: Tel : (112) 281-8258 T h e Grand Carlton RIGHT C.C.U. 21 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Sppaniah Lakes Checked bg: Stuart. FL 34994 #tAACOOOOS2 St. Lucie County Florida D.R.B. OF 5 Install windows thru back into block with 3/I6" top -con with 1 1/2' penetration at V o.c. max from each corner and 20.' o.c. max thereafter at Jambs and 20" o.c. max. Exterior Pace at head and all per product approval of wall ---\ / \ Buck to be In x 4" PT Comm # 12-21 B 34'-O" .7 1 771UI,.0 I Ulef�L I / I r_-0: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2.500 PSF SOIL BEARING CAPACITY. iF ANY SUB -SOIL, MUCK OR 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. 1• 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, E 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 1400 PSI i5. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 FBI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. I6. 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. Termite Protection for New 2. Contractor shall be responsible for verification of all 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, backfilling 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 soil treatment Provide (2) filled cells on each side of openings from 6'—O" to 9'—I1" including spaces boxed or framed. and Provide (3) filled cells on each side of openings from 10'-0" 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 24" o.c. unless otherwise noted (see section) consumer services. 6. Contractor t0 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 to 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-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/ 30" overlap — at each filled cell 4' concrete slab with fibermesh OR Vxb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill _ Willi III—III III I I— I footting Modconcrete (2)c#5 bars cont. 11 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan 10" (2) #5 bars cunt. bottom steel 12" Z DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-O" 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of rooter 16" below finished floor Verify house slab height in field 30"x30"x16" concrete column footing with (4) 1 #5 bars each way a 0l, TING DET 1/2" = i'-O" Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE, 4" concrete slab with fibermesh OR Lox(." #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill CH SLAB ED DETAIL 'ALP 1/2" _ #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height based on gar. floor 4' concrete slab with fibermesh OR slope. Vxb' #10/10 WWM on 10 mil Visqueen over #5 bar In curb clean compacted termite treated fill as goo lariF." V c I IIIi 14"w x 14"d concrete monolithic footing with (2) #5 bars cunt. 14" RB DETAIL 2" x V PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" 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 IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location ..cr I aO Sinale Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. 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 MB E-mail: bradenaiaecomcast.net 20'-0" 1 Ll1 14'-O,I 10'-0" — r ° — — — — —J !JAI ° ° L °I ®--� — l-J®-- ® — Ei — — — — FI— — — — — — � Filled cell under - IQ girder above Oi I FI - Rear Patio/Slab I® W be poured separate L, I from the house slab. I N Or Thicken footing to I ° AlCL ° O I under g rer ill ear call ig FI 1 ° r — — — —— --------- — ---� I I Rear Patio/Slab to I ° I be flush with bottom of I sliding door recess. Slope 1/2" a -{ I I of I I FI I I O° l 32'-8" " I I V concrete slab with fibermesh OR 6"x6" 410/I WWM on 6 mil Visqueen over clean compacted termite treated fill I I FI I °I I 'I m •r ° I I I " .B. o O I FI r — — 4'0 Steel Ballard I -W 3� I I (Drilled w/ Concrete b I F oV5 wua 4L-0 Is AM CDI I I v r FI a — I e r o I FI / I - Eo c N I ° L------- I� C4 I -T7-T- 0 rO u ° �a O c I —I —I 1 1 1 = I Qtu ® = IL I ui I x I 14'-6" �° Ln to r '� �_�r °� JL ---- Recess for Garage door , L_ L' ® 11'-6" © 6'-2" 3'-5" 9'-O" 3'-5" 2" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Uc u� qY1 Nu_ A/C FOOTING SCHEDULE Mark aim Description 1 140111 x 14413 MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS Mow 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 14"w With x 14'D Curb at Garage MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB " 0'-0' Date Drawn (Revisions Sheet 9_4_19 Comm # GARAR GHTE Drawn by: C.C.U. l 2 s 21 Checked by: D.R.B. OF 5 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" COX Plywood 4. Use nails or screws bas d on rese re for roof' stated in permit info box on these pans for zone 3 Ke Area Ede Field Fastener Pressure Max. Zone 1 411 401 8d ring shank 45 psf Zone 2 4 rr 6" 8d ring shank 4 par Zone 3 4 it 4 it8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or s rews based on pres ure for roof stated In permit info box on these plans ?or zone 3 Isf Verify with Plan Concrete F 11 12'x 12" / Lintel �—� Column Block -1 Refbar Rebar < 48 Bar Oia. Min. Overlap �'.olumn to Lintel Attachment BEAM SCHEDULE Mark Size and Descrirition Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with #5 90a bend bar with a 10" min. lap at top bar. Provide #5 bars with min_ 48 bar diameters overlap into beam. Tie filled call steel Into coirtmuous beam block steel. X�, Provide #5 bar set in pre -cast lintel Into boom where length of the opening calls for It. Provide Cast -Crete SUB-OB/OT precast -- -" -- - . lintel set in mortar Min. O' Bearing -- --r --- -�=- - I -- Fovide PT Buck i , oared Filled .tached per Jamb I IFilled Cell tads into filled call, I', • `lei 4' re castSIR IF It #5 bars with min. 48 bar rs overlap in filled call. Tie ell steel into continuous steel. 7. .f I -� t • f f ' Concrete Footing -r`'~�+-i'6"'; s,.,,�,;:•:'•_ `.r;::,};,;t4-.,,,-. (see footer schedule for exact sized DETAIL AT WINDOW OPENING IN CBS WALL Scale. 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS rzzAa Mal 2' x 4' blocking to wart. leg of trues with IOd x 1.6 nods at 4' o.c. v Install Simpson MGT into wall using 5/8" die threaded rod set min. 12" \ MI - TZ", into wet beam and (22) 10d nails into tress TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS n 1/8' thick light textured stucco installed per ASTM C 924 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d mile. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank malls into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" mood 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 L" and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c, in field. Attach deck to trusses using attachment detail on this sheet \ Additional recast Lintel bars #6 Lintel Bar Clear "A" "B'r '• CLEAR-10"2'2,#3 T__i`----e t----e Length Length Span Bars Bars none 3'-6" 3'-4" 2'-2" 2,43 none 81"8-015AT BFO-IB/IT OF8-IB/1T dditional #5 bars CLEAN+el r'�:. .M. :`• me Row of 'H" ' !,`2::, r<^ Block Above :+:�t t:; �, .:: Precast Lintel r `' :< 4'-0" 3'-10" 2'-8" 2,#3 none 4 '-6" - 4' 4" 3' -2" 2rx3 none j 5 ' -4 5'-2" 4'-O" # 2. 3 none I, 5'-10" 5'-8" 4'-6" 2,#4 none ' e1 ° Additional I i #5 bars i t----'i t----r 6'-6" 6'-4" 5'-4" 2,#4 none , 4'-2 none AIL-18/IT SPIL-18/2T NOTES: 8'�_4„ �,_10„ 1'-O" 2,#5 none -I I, inn. coverage or steel=1.5' 2. min, bearrng required a on. end-s" 3. standard for rainr. steel=ASTM A415 , ALL reinforcing steel is grade 40. TYPICAL LINTEL SECTION `i PRECAST CONCRETE ) LINTEL SC7HEDULE Mark Window or ow Ut t WidthBars Lmrtel Cast -Crete Specification Roms Above Bot steel sav Tep steal s� "Imi. coed (PLF) Mac L (PLF) Max ateral Ilock L.aad (PLF) L22 2'-2' 3'-6" alms-OBAT 1 •6 3064 Sii, 1024 L31 221-V 3'1 4'-O' sFe-08/IT 1 96 2541 1363 its L46 41-5' 1 S'-W 8F8-08/IT I s5 1105 907 - a 334 LSO S'-O• P-L• 8F8-OB/IT 1 sS 1238 838 121 LL0 L'-8' T-L' 8F8-08/IT 1 $5 IOH 121 734 L80 6'-0' 1'-4' 8F8-ID/2t I #6 2 86 192 still L10 9'-O' 10'-4' sFe-18/2T I $fi 2 s6 443 680 IB3 401 1­908 9'-O" 10'-L• BFIL-11118/21' I ONE 1 #5 2 $6 1633 401 LI00 hT-O' 111-49 sFe-18/2T 1 #5 2 s6 562 4114 452 LIOOB KY-O" II'-4* BFIL-H6/2T _' ONE I s6 1 2 1 86 13L6 I kne 462 L120 12'-0' 13'-4' 81"8-18/2'r 1 sS 2 #6 411 428 324 L1208 r2'-O' 13'-4' BFIL-113/2T ONE I s6 2 as 1015 110 324 LWo 14'-O' 16'-4' 61"I6-6/21' ONE I 1 06 2 86 1260 UM 25`1 LIAO IL'-o' 17'-4' 8F8-18/27 I s6 2 s6 Soo 1"12 M4 LIL08 K'-O' IT-4' OFIL-1115/2T ONE I 1 #6 2 as "0 600 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. Simpson HETA 20 or equal with' (10) 10dh z la 1/2' nails"- ( 24" o.c.) supporting Max. IO101bs. uplift Aluminum Din Edge t Fascia 12" 2" x 6" Sub -Pesos Kaycan full o vent vimyl soffit installed using 1/8' dia shank x 1.5' long gels. roofing nails with 3/8' dia. head per product approval - see chart sheet 81 12' x 12" concrete column block filled with concrete and (2) #1 bars wart. tmJ___ into lintels above thicken edge to O'x8' with concrete and one #5 bar continuous BEYOND Top of tooter 16" below finished floor Za 'iiiillll�iiilllliiilllll�� •�,,,.e.r, Aluminum Drip Edge t Fascia Flash and Counter v flash Nail ledger to gable and truss with (2) 10d Ile at each web 1/2' thick stucco an 3/e' Is-rrb lath attached to horizontal and vertical wood framap Nth nails or staples to provide no lira than 1-3/4' penetration into horirarital wood froming and 3/4' penetration into vertical wood framaia members 5/8' thick light textured stucco on typical concrete block construction Vanes - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan a Slope per foundation plan ...7 77- ,'9A - Brace Gable and with 2' x 4" SYP #2 Oft back nailed to bottom of top chords using (2) IOd nails at each truss 'RE -ENGINEERED WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord of trusses I/2' drywall 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 (1) #5 or Cont. for bottom row over openings 1/2" drywall over I" x furring strips at IL" o.c. with R4.1 t`i-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. ao Mortar to be Type 'M" onlgg proportionedper FBC RLO1.1 and Mortar Joints &hall complg with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) N 4 W to � X IJ to tY H M LLI u to W o® to ao 10.r 2CNI s Simpson HETA 20 Strap truss to wall usingSimpson MGT with hurricane anchor at each truss 5/e" ilia. threaded rod with min 12' embedment If 24" o.c.) supporting Max. into 2) 10d either wet trues.. Add blockngwto 1810 lbs. uplift < 5ETA 20 " truss leg per detail on this sheet I 'kill �1Is PARFA I I E WA WA MAW, ON WA , A �I I i WA Mr. A I AF&A EMMA REA Wit 1"Ar"AAMA, Mop Crimb Metal roorino PL #111.51.12 ""NX'i�t'irnaatalllod i over A T ,pacing with min. 4 side laps amd 6'r o nod is and ith 1.25' hnia shank nails rub t a on this shoot —0 IR ETA 20 a w � ?C 4 W r N QQ o a 3 UJ u �1O oO EOD uN ILLI Brace Gable end with 2" x 4' SYP #2 min. --art back nailed to bottom of top chords using (2) IOd nails at each truss Fill call with concrete and (U #5 vent. ( O O j� j� A ppbaeacei shallnot ex. 48" unlessnotherrwise noted ed I � yin ••'_ ._. Base see foundation plan noses for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET J spacing at openings— 4" concrete slab with tibermesh OR ROOF PITCH AT +12 UNLESS OTHERWISE NOTED ON THIS SHEET 11 #10/10 WWM am L mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill i — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE . .IIII=1 I I I I I II —II II1 l � 11 I I I I I I I I I II— I I I I- — III 111 1111 T�plcal Section at Front Forch Armle . 1/7" = l'-n" ARCHITECT FOR APPROVAL IN 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 — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION -2-19 'PANEL "A" Nine BR Lead Ww Dawiption am" era Description Wee Load SR Pekes 1 20 1.2 ke aD RaAgeratr I PAN@ H 12.0 ke 50 2 1 20 1.2 ke s12 Clothes washer s I 20 L6 ke 012 Kitchen S.A.C. 5 A Drier sio 5.010 30 2 1 20 L5 lee $12 Kitchen S.A.C. I a 1 20 012 Babhrsaa Reaepts 9 10 Air Condapim a10 6.0 ke So 1 - 1 20 1.2 km a12 Dmhwalm 11. 12 1 20 1.2 km a12 MKraesvo 13 14 Air Hand) a10 6.0 ka $0 2 1 16 - 814 General Lgki g 16 It I 3 814 General Lill" M Is WH 810 6.0 km 26 2 - I 15 - 014 Gomel Lghtmg M 20 1 15 - 814 General Lghtmg 21 22 GoO 812 0.81 KIIII 20 1 1 15 814 Gooral We" 2S 24 Opera spit 1 25 2i Spare spare 21 28 Opare Spare So Spare PANEL "A" LOAD CALCULATION SHEET Load Description Ot . Watts Total(Watts) SmaII, A,pgianee„�ireult(s) . . ... . . . . . . ....................... Range......................................................... Refrigerator .. Micr.pwave .... ......................... .... , Dish , Washer . . . . . ........... .................................. oc............................................. ,Clothes..Dryer................................................ , Water, Heater...... , , , , , ................... Garege,Door,Opanar ,,.. 1135 3 5,205 2 ISOO 3.000 1 12,000 12.000 1 I 00 00 1 11500 1,500 I 1200 I 00 I 1,200 1.200 1 5,000 5,000 1 41500 47500 1 810 810 Total Watts 3545 First 10000 Watts gloom 1 10.000 10,000 Remainder 25,N5 940% 1 0 10244 Electric Heat or A/C 10.000 965% I 10,000 10,000 Calculated Load Watts 30.246 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required 11J0 Amps Electrical SL,mbol Legend $ ample look switch ® Recessed Can Light Sa Double Pow switch ® Eyebay Recessed FIB Push Button switch Eidretat Fan Duplex outlet Calling Mounted Light spacial Receptacle ♦ Wall Mounted Light oterpr ground fault circuit Light with Puy Chain (attic) ® Floor oupient Outlet © Computer Connection Jack ® Carbon Monorede Detector f Flood Light T Thermostat Electrical Panel m ® Central Vac Ial Electrical Meter (S awake Detector Calling fan ® Tekvumon Jack = Telephone Jack q Disc A/C Dwconrwct ® I x 4 Florescent Light ® 2 x 4 Florescent Light ®I Speaker Nook -Up = JUNCTION BOX TO SUPPORT A PAN O = THEERMOSTAT LOCATION B/A = BALANCED AIR PATIO/SLAB I PATIO/SLAB I I GR AT R OM I I I Center Reto 169 IO)dOx7 on eedirtg fan 169 COF, DiNiNG ROOM H.B. a 1 Vent PJOfIu - - - t I� x4 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable I I I I6" I I 232 CFM 12x6xl L= SECOND BEDROOM I I 12)d2x9 B/A d� 12 to 19.3 CFM IoldoxL MASTER BEDROOM 10 CFM IoldoxL :-A PL �12B A3ET r---T 0 o _ I IO 40, ? I I T Att xAquino 1 Q I L -a-" - k,J11- J l-==J 150 Amp Panel GARAGE (3) #1 THHN Copper With #1 Grnd ------- D 2" PVC Schedule 40 conduit 2" PVC Schedule ------- AMP eeve 40 conduit sl AMP I I MCE into attic PANEL AHU PANEL AHII I 200a rated 200a rated COVERED I I meter can meter can PORCH I I ME ER METER I I I I Interayatem bonding Interaystea bonding I I 2" PVC (FPL Termination pant 2" PVC ( FPL Termination pant I I schedule 80 schedule 80El 2' rigid service PPL 2' rigid service i'PL ground rode ground rods -- -'--- ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - VeriPy AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: 1"I E C H A N ' C A L LAYOUT SCALE: 1/4" = I'-O" 1. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair, of any or as selected bg others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. 6. Recessed cans to be installed per NFPA requirements. 14. It is not the intent of these plane to show every minor detail 22. All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in oP conetructron. The contractor shall Purnish and install slab shall be spaced a minimum or three diameters or the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must comp) w/ FBC RMI602 the requirements necessary for the equipment to be placed in 9. A/C Refri t�� lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1' shall be installed in metal EMT sleeved in 11. All work shall be done in accordance with the N.E.C. and conduit. A 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per Sraden it Braden Jr"'ww tIA, PA 11. All work shall be performed bg a licensed electrical meet all standard requirements of the local electric utility FBC RMI502 contractor, the completed a Fees, shall be fully operative. and telephone company. Ai'Ci1lteGtB Pianner8 12. Contractor shall pay for all Fees, permits, testin , and j 411 S.E. Coconut Avenue inspections including blower testing where required. 18. The electrical ayatem shall be completely y and effectivel 13. Allworkshall be coordinated with other trades to avoid required bCTel : (112) 281-8258 interference with the progress or construction. grounded as regy the latest edition of the N.E.. Pax : (112) 281-8283 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public habdity and property damage for the labels where applicable. , E-mail; bradenalaScomcest.net _y-ent-thraL Soffit eter H.B. Exhaust Duct Thru Soffit- overed Porch `\ MASTER ;f BEDROOM I � WP GFCI UVS'' G R AT Smoke / Carbon R 0 M Monoxide Detector Combo I M I Sc r-_ I � 1 I LQSET 11 I DINING I j ZGFCI I IF- HI ROOM G CI / PC GFCI ° I \ 5 FAlI \°\ I I o �I J I �° N ISISI ----- Kii�CHEN I C Hines C.yM. Detactor , 1.-� R314p3r FBC 1 le 3'-2" 24\ \ -(�- V M ( enter BEDROOM I v B A Wire For y Front Posh Light WF GFCI Pa'ERcPt f-1 6'-3" O iv Wunne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Light with cell h GFCI �, ____ Att, xAccessno I light Optional PR 1510 Amp �` I location / Panel Pi,u chain / light in attic 001 42"h GFCI 4r GARAGE Garage Door Opener -------- I 1 I 1 I I I I B I I I I e. I f h CAL FLAN m N N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Install disc. N under disc. Lo not shown for clarity a A/C eter SCALE: 1/-4" = I'-011 Attic Venting Calculations FBC 2309.1 Total Attic Space = 2124 sq, ft. Venting Ratio 1/150 = 14.16 sq_ ft. required Provide A Continuous Vented Soffit Date Drawn Revisions 9-4-19 GARAGE Drawn raven RIGHT by: C.C.U. Checked bg: D.R.B. Sheet Comm F -j 12-21 B OP 5 All m DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span so degrees Sprea er Bar or less r f— 1 /2 _� ag. �_ APprox 213 to Tag ,Line span approx. Line 1/2 of span REFER TO BCSI REFER TO BCSI Truss must be set this way if crane used. Truss must be set this way if crone used. Truss Is an example, your truss "y not match. This is an example, truss may not match. : In sis E. crane operator sets truss tits way Insist crane. operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses f A are installed. A '`,;6i AIR HAN �LIllt NOTE 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. U REPRESENTS A HANGER t SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 co V-1„ c7 upset=1/4" heel=315/16 PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 to 2 2.00 �8- 1 M upset=1/4" heel=3 15/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 8'-1„ Y END DETAIL: A 4tI ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17'- 23'IN L-NGTI--16 Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers en 14' 20 m m m m m m m m m 0 J2 a0 J2 J4 J4 J6 GRB J6 A9 AS A7 A6 A5 I 1 A5 I I A5 —77 A5 t A5 _ A5 2/1 INT. _ AS I I 13'-7 1 /2" - I A5 I A5 A " _ ...... A ,= IW low W LL A < W co A � Z ¢ o r- A m >O A un A m GRA J6 J6 „1 _ r o J4 co `- J4 J2 J2 0 . N V m m: m mll ems; 1 ARAGE LEFT 9'-6" 20' 14' GRB Eo I I i I I I ! I I INT.... I I 1T-71/2" _ _ W N W.� U. to <OOX U) J F - m1IY o a— Z >ap ¢ F- >30 to GRA r O aD FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The 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 layout, whlehls the sole eutholfty for determining.suceessful fabdcation of the trusses. 2. All dimenslons In this layout have been verified by the undersigned. .3. Unless written nbtiCe Is provided by certified mall to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed.. In the event such written notice la furnished Chambere Trues shell have three (3) be ass days in which to begin repairs required, or to substitute othettrusses, at Chambers optl3`n. 4. The undersigned acknowledges receipt of "BCSI 1.03" summary sheet by TPI & WTCA. 5. Delivery Is to job she. It is the buyer'sresponsibility to make the job alto suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the Job she or a potion of the Job she for delivery, Chambers Truss will be responsible for dump delivery only. The buyer Is responsible for additional delivsr? expenses If Chambers Truss has to redelNer because Job stte Is not prepared for delivery or buyer Is not prepared for delivery of trusses, 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 V any changes are made In the Wyout A $50 per hour fee for revisions may be charged by Chambers Truss. .7 This Is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If no agreement a reasonable price. Invoice will be made on delivery and paid wlthln terms of net on delivery. Invoice may, be made at scheduled date of delivery If buyer cannot accept delivery of fabricated busses. The undersigned agrees to pay Chambers.Truse reasonable attorneys fee for colledbna In event of payment not limey made. 1.12 %per month service eharye will be added for ell sums not paid withIn terms. . 8, Signature or Initials anywhere on this sheet constitutes agreement to all tonne herein. B:In consideretion of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all Indebtedness owed to 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 reclplent 1. 10. In the event of any litigation concerning this agreement, the hems furnished hereunder or payments referred to herein, the, parties agree that the sole venus for any such action will be Saint Lude County, Florida, 11. Design responslbi as are per "NaUonel Stends And Racommendad' Guidelines On Rasponslbillties For Coristntellon Using Metal Plate Connected Wood Trusses ANSVTPVVVTCA 4 - 2002" DATED SIGNED FOR TITLE Aspreader bar may be regU red per'EGSI I-U'tD prevent irytay & damage Multiple ply trusses must be fastened together per englneerinl before they are sef, failure to do so can resulfln roof collapse. Temporary and permanent bracing are required and can save Ili and pnlperty and Is the responslblllty of the truss erector. Study the contents of the Information packet Included on dellve before setting trusses. T}ussea must ba setand braced perdaslgrt t7 prevent InJury & damage Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other co9icentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Pierce; Florida 34982-6423 800.551 �5932 Fort Pierce 772.465-2012 Fax 771 465-8711 Vero Beach 772-569-2012 Stuart '772-2863302 era_. rruAsaeeeaTvi rCS CAM The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain 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 gravity and uplift loads and their re'�e Slue local' ins. Approved B Date: — Braden A.1. . L i.. 92.0/93.2 MITEK 4.2 eraden P,A. DESIGN CRITERIA 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. w :: Top Chord Live 20 H o ' Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent r1 Bottom Chord Dead 10 3 TOTAL Load 37 T2 v w Duration Factor 1.25 c 'o Wind Speed 165mph m Top Chord C.B. Sheeting by builder. N le Bottom Chord C.B. Sheeting by builder, Highest Mean Height 14'-0" v Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.D.L.=Restrainin Dead Load C.B.=Continuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildin Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11323 W 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: GA RAC; E RIGHT 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M1 1323 ) Z,,3�)s. 61 (afrwd c- (3M(,4J6