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HomeMy WebLinkAboutBUILDING SITE PLANST.O.B. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end 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 12 4 1 SLOPE O.H: F thick light textured ® c stucco on typical concrete block construction am Mass "Old -24" Pon 500 5/8" thick x 8"w cut coral finished stucco bands b 6/8" thick x 8"w cut Finish Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 wood screws with self sealing washer at 12' c.c. max spacing over (type 2) 30 lb felt underlayment installed with min. 4' side laps laps fastened with corrosion resistant tin caps and with 1.25" ring Traced 6 o.c. at all laps and two staggered rows 12" o.c. in fie deck to trusses using attachment detail on this sheet =L=\lATl0kI KIOT=S Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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 installed with min. 4' side laps and 6" 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 12 1 _*_ E 4 1. O rIL - - - - - - - - - - - - Z -------- 5/8" thick light textured Finish Columns with stucco on typical concrete 5/8" thick cut coral 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 D for approval in writing prior to starting construction. ails - Return ALL Stucco Bands Into Window or Door. 12 SLOPE 4 SCALE: 1/4" = 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimy 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 side laps and V end laps rastened 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 ST. LUCIE COUN BUILDING DIVISION REVIEWED FOR COMPLIA REVIEWED BY DATE 2i PLANS AND PERMIT MUST E KEPT bN JGB SITE OR NO INSPECTION(S) WILL BE MADE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 8'-I" T.O.B. A Clogs140 SH�COW O W� FBC EIE lAS AND vkfmoN ON ALL E P UWJL INSPECTIONS 0'-0" = Finished Floor CONCEA1k ��a�5PON5�®11 pXlw�%O'( 0 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using ad nails. Substrate to be 19/32" CDX Plgwood nailed at 4' o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 T.O.B. 12 r7 H. 5/8" thick x 8"w cut ■ H1. 1. 1 ®®® 3 Cora finished stucco bands 0 3 5/8 thick x 8 w cut coral finished stucco bands thick pica textured ® ® ® stucco on typical concrete - - - - - - - - - - ' block construction ----------------------------,------------- 0'-0" = Finished Floor Finish Columns with 5/8" thick cut coral thick light textured stucco on typical concrete finished stucco bands RIGHT ELEVATION block construction FRONT ELEVATION SCALE: 1/4' = 1'-0' SCALE: 1/4" = 1'-0' Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Slulighte Opening Type NOA/FL NUMBER Product Model PP Manufacturer Glass Attachment method EZpiration De. Design Pressure of Approved Tests 1,2,3 t4 FL# 239.3 Single Hun g g SH-100 Impact PG f 5/I61, I/4" ia. tepcons w/ min. 1 3/8' penetration to be specr per product approval. Contractor shall adhere to min. edge distances specified ,Contractor approval + 80.0 PSF - A 16-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width IL'-o" max height DAB i� e5 wr"Vert. LM ssoes"e : i Na'NL si... M.iAr. need at a®`... n I.F. "°��i *tr4M�e retmxe. inmri track to � '",r°an�rsi;aas r;,s.s ? ee w =a� P iahwscsheW. wkeiadwart „°d M VI ' r r art. 10-9-21 + 50.0/-60.0 psP B FL# I6614.1 Fiberglass Drai n Pro/ iSmoogth Pro Jeld-Wen Elco 1/4' die. to can with min 1.25' embedment at 3' max Prom earners and �1.5" a.c. max thereafter in hood and Jambe + 50.0 PSF C FL# 251.5 Sliding Glass Door Series 110 5GD PGT I" nom Type ' GSA" 1/4" dia. tapcons w/ min. 13/4' penetration to be spaced per product approval. Contractor ahall adhere to min. 2 I/2' edge distances specified in Product approve! + 60.0 PSF - Product NOA/P'L NUMBER Model N Manufacturer Attachment Method gpu'ation DaL Design Pressure of Approved Tests MullionsInatal[ FL# 241.1 1" x 2 3/4" x .315' PGT per fastener type and spacings shown in Table IA and IB rn product approval on sheet 5 or 22. + 58.0 PSF ROOF FLU 11451.12 5V Crimp Metal Roofing Gulf Coast Su I in y and manufacturing 2L ge, 5v crimp metal roofing attached to plywood deck using 89 x 1.5" wood screws with self sealing washer at 12" o.c. max • acing over ASTM D (t a 2) 30 lb felt underla ment installed with min. 4e side laps and L' and laps fastened with corrosion gresistant tin caps and with 1.25' ring shank nails spaced L o.c. at all laps and two stagggered Fria 12" oc. in field. Attach deck to trusses using attachment detai an roof plan - 108,5 PSF Siding stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit ICagcan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 012" dia. x 1.6" Igt)ci ring shank nails with S/8' is. has +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 2" x 4" top plate 1I 1/2" drywall ceding on truss bottom cord I/2" drywall on x 4" studs at 16" o.c. base -board -----,, 11 11 ',2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Vx4' #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non-Bearinc Partition Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: brad enaiaacomcast.net Stuart. FL 34994 #AACOO0032 nts Wynne Building Corp. Spanish lakes St. Lucie County Florida -- 5/8" thick x 8"w cut coral finished stucco bands -0'-4" A.F.F. 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 Budding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Bmldi Design is: Enclosed Risk Categor • II Wind Velocity: IG5 mph ultimate Mean Roof Height: '- " Roof Pitch. 4.12 Internal Pressure Coefficient. ±O_la SubJectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: IG5 mph ultimate Wind Exposure Classification: C T1L81 4 1.21 x O.G = 0.12G Adjustment factor for Exposure Height. ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.GWL; O.6DL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.6 par SCANNED Roof Zone: 2. +201/-51.0 psP BY Roof Zone: 3. +20.4/-84.0 pat . Lucie CD LMIV Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 pat 0 = Roof Zone I Wall Zone. S. +35.8/-41.8 par Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Pat Shear Walls Considered for Structtme? Yes Continuous Load Path Provided? ® - Roof Zone 2 s Wells Zone 5 Are Components an Cladding Det� Provided? Yes END ZONE Minimum Soil Bearing Pressure: 2,500 pat, Presumptive: X Big Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 pot ROOF DEAD LOAD: 10 par FLOOR LIVE LOAD:_'5_ oaf FLOOR DEAD LOAD: l0 Par JOB ADDRESS: MODEL: Date Drawn Revisions Sheet Comm # 1-8-19 GARAGE Drawn by: RIGHT C.C.U. Checked by: S D.R.B. OF 5 FLOOR PLAN CRASH POST nP;T,41L TYPICAL NOTES: SCALE 1/4" = 1'-0 " 1. Contractor t0 verif ALL notes and dimensions prior t0 36" high by 4" diameter '� p steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. exgansion bolts Into q 3. ALL Lumber to be used as Beam, Rafters, etc... to have al a (3/8't 50 kal steel plate) a minimum 1,400 P.S.I. fiber stress. a`"a. 4. No dissimilar metals to touch. 2%" 2%" S. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. b h" '2" 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" ° 2 6. Drywall at ceilings shall be leveled and attached to bottom chord �`J of trusses with screws per FBC R102.3.5. ° 0 2i�,. 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 2y; 21. handicap accessibility requirements." /2,. 12. Lowest finished floor to be set by 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 Der FBC R302.9.1 16. 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 6' P.T. Buck Walled to Masonry 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 attachmen with F.B.C. R316 - see permit info box of code edition :' ...... . 18. Gy�(ppsum board material shall conform to ASTM C36, C"19, C415, C514, C630, C931 C40, C1002, C1041,C11-11, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for g p installation dr wall into Spacing Maximum of wood framing mein%era Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head OR 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail OR 0.080' di . X 1 5/8" long with Walls 16" g 14 Direction 15/44" headOR G psum board nail 0.086" die. x 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" Ion g annular -ringed or Ld cooler nail OR 0.092' di 1 1/8" long with Walls Either 16" 8„ 16" Direction 1/4" head OR Ggpsum board nail 0.0915' din. x 1 1/8" with 19/44" head_ Install SGD thru buck into block with 3/I4" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Head fixed door Use 3/16" tap -con with sliding door 11/2 penetration at L o_c. max. from each corner and 20" o.c. max thereafter at sill per product a royal 1 1/2" 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 d 20. Cement, fiber -cement or glass mat gypsum backers In accordance with ASTM C1288, C1325, OR C1118 and installeI.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 accompanyin 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 MFG Sv Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) 10d x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) suppMax 4 at 24"o.c. TYPICAL 181o1bs. upllft Pt (shop drawings bg manufacturer) Aluminum Drip -� ( \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kagcan Full o vent vinyl soffit installed precast lintel Filled with concrete and (1) #5 bar for bottom usingg I/9' die shank x 15" long gals. cont. row over openings roormg nails with 3/8" die. head per product approval - see chart sheet #1 1/2" dr wall over I" x furringg strips at 14" o.c. with R4.1 fi-foil insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. block construction �D Mortar to be Type "M" onlg proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap FIII cell with concrete and at each filled call (I) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Vis ueen over clean compacted termite treated fill Grade III1111 II IIIIIII �� -�' III I ��IIII����IIIIM ������I- I�� If x 14" Concrete footing 14 with (2) #5 bars cont. and #5 TYPICAL SECTION transverse bars at 48" o.c. AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 116 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. Total Cubic Ft = 11,192 2' VTR JIL 1 I I 21" VTR Master r x Bath I 1 I IL". I 2' 1 Lrv. I 1 2" VTR 3=. JIL I I 2' 3. 1 seer. I Kit. sink I I Kitchen 2' I I Lay. 3' W.C. Bath #2 slwr. 3' C'p' To Septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Track -----Typical Flooring Sill install SGD thru buck into block with 3/14" tap -con with Sliding Door [Detail 1 1/2" penetration at o.c. max. from each corner and 20." o.c. max At Mae.nnrii Illall thereafter at Jambs per product approval Jamb NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%a"x 5'-3ie' S4ks"x 1.3%4" Single Hung ZONE 4 2. L'-2%a'x 5'-3 %s" 15" x 63 %;' Single Hung ZONE 4 3. '-2" x 3'-2 1/2" 21%2"x 385's° Single Hung ZONE 4 4. 4'-5'/e"x 4'-2%" 54ke"x 54Ye" I 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 Door Sch�dul� Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X too -so 41'/4"x 83s/4" Fiberglass Panel - Inswing ZONE 4 C L'-O" X , -an 14" x 81 '/i' d ; ;a' Sliding Glass Door ZONE 4 D 2'-O" X L'-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-4" X 6'-s" Solid Core - Wood - L-Panel F 5'-0" X V-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x V-8" x I %;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - 4-Panel J 2'-L" X L'-8" Solid Core - Wood - 4-Panel - BI-Fold K 2'-8" X 4'-8" Solid Core - Wood - 4-Panel - BI-Fold L P-L" X 4'-8" 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 b6 contractor with manufacturers specs prior to construction iar 1 36'-o" 10'-0" 12" 1 10'-0" Opt. PATIO/SLAB 12" x 12" Concrete column block Pilled with concrete and (2) #1 bare Vert, tied Into lintels above Covered Porch e'-O" to T-8" A.F.F. Vault d Ceiling G EAT OOM I I I N 14'-O" EGRESS MASTER BEDROOM 8'-0" A.F.F. A111--i Flat Ceiling Rod 't Shelf I I e'-O" to 9'-e" .F.F. 2" x 6" knee -wall 0 m Vaulted Ceiling below counter top IV I DINING I- - SET ROOM ,6Z .c 8" LRod Shelf 1 tti e / \Pw I Vanity to be 34,k2"high I I 13'-0314 9%4" (41") o High Well K'I T C H E No SECOND n BEDROOM Em -_� r ang 8'-0" A.F.F. Flat Ceiling Upper cabinets to extend over Ref. ty to be 1"high it I I J w 00 I �r BAT4 ry ®JH,11la/4"e LF Steel Ballaetail on this shelu Qi 322" 1 x 54"Attic Access Provide auto closer Q -withkght ISOin Panel mp B EGRESS BE a E) 3'-1" (DO 12" x 12" concrete column block filled C YER D with concrete end (2) #1 bars v rt. tied 0RC into lintels above 12'-6" 1'- Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6' o.c. max. from each corner and 20." o.c. max thereafter et amba and 20' o.c_ max. Exterior face at head and sill per product approval of wall J \ Buck to be I" x 4" PT P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB. HEADER, AND Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS GARAGE Flat Ceding ; r----------------- i Block wall in i garage to I struck block I I I I 1- I I I Exterior race of wall filler(N Meter 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 2" x V PT Buck Detail at Door O I a Ln #8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and prior to door attachment NTS Scale : 1/2" = 1'-0" J I r1Z. 1.01 l" 11.1 � /mot L- I N C.,/ I rZ ,7 ' I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOiL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 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 9. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10• ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL II ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM, FiBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. BE MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 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 12 MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO, 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: I-I/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 4• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 1GARAGE PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED, FASTENERS TO HAVE MIN. G185 RATING. FOUND/4TION FL/4N I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 1*5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24' o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert, w/ SEE TYPICAL 30" overlap _,SECTIONS at each filled cell 4" concrete slab with fibermesh OR 4"xV 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill ill =I I III I_ 14"w x 14"d concrete monolithic rooting with (2) #5 bars Cont. I / TYPICAL FOOTING, DETAIL 4" concrete slab with fibermesh OR 611x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per . foundation plan IOII '(2) #5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #i bars vert. tied into lintels above Top or f 14" below hE-- COLUMN FOOTIN( Verifg house slab height in field �IIII,, IIIIT I� 30"x30"A6" concrete column footing with (4) 1*5 bars each way DETAIL SCALE Thicken edge to 8"x8" with concrete and one #5 bar continuous #5 bar Vert. w/ 30" overlap at each filled cell Ad'ust curb height based on gar. floor slope. #5 bar in curb \ 14" SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. if soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR 4"x4" #10/10 WWM on IO mil Visqueen over fill 4" concrete slab with fibermesh OR 4"xV 410/10 WWM on 10 mil Visqueen over clean compacted/termite treated rill -5- a G c fi _II1. 14"w x 14"d concrete monolithic 1, footing with (2) #5 bars cont. GARAGE CURB DETAIL 31luffol 2" x 4" PT wood secured with \ 3/8"dia. x 4" anchor bolt at 18" ox. 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 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O Single Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS a v ALI_nu 2" 101-0II 12" 141-0II _ _ _ 101-011 I Q I I � I IOpt. PATIO/8n I® a ia — ° ° OE ° E-i-i_i_i_ _1_:_i_i_0 EE Q LOi — — --- ----�0 0 ro - Z— Rear Patio/Slab I I® lL to be poured separate from the house slab. -7 121_811 I V)4" I -I Thicken footm to N ;n L 24"w x 14"d x 14"L FI 1 1 , under filled cells E under girder bearing. I I I ° E °° EOE n------------- LI:— --- Rear Patio/Slab to I ril E be flush with bottom ofsliding door recess. I '° U mI Slope 1/2' '-' 9 S v c -il I I U- I EI EI FI I� Vanity to be0y 1 4" concrete slab with fibermesh OR 39 "thigh I H.B. ° 6"x4" #10/10 WWM on 6 mil Visqueen over �l clean compacted termite treated fill7 ° i=1 I I °I -a I° I I F---T �_ F- p ILn Ln °I i I I ° FI a I ao ° s-- I HVpA/C o r — — 4 cO Steel Sallard I EI LU J� ®filled w/ Concrete I'a1�21 uup _ sco: I FI I I Ewai w 5. I • I I I '� °1e FI a E r E _ .! ,a p1 ❑❑ I 3 �4J o I• fi I °D t- • E CV �O I I I W ai3 U I, E pi—`u—U I EL----__ — — — [>- i j5 U() I o EE —r—r—r o ° i i i l i i E E O = I � F5 I j � E I U I c u1 x iL in iL 14,1 to 12'-6" T-2" 4 r —I 4 Recess Ot-- — —eesDor L--------- — Csa o EE O° g DO O _o V I " x 12" concrete column block filled wi concrete and (2) #1 bars Vert. tied into lintels above 3'-5" q'—O" 3'-5" FOOTING SCHEDULE Mark Size Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS 30" x 30' x 14"p COLUMN FOOTING WiTH (4) #5 BARS EACH WAY IR 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS 11 V' x 14"D With Curb at Garage With MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB a 0'-0' Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. Provide 95 bar met in pre -cast lintel into beam where length of the opening calls For it. ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on presspre for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I L 6 of8d ring shank 45 psf Zone 2 4" L" 8d ring shank % psf Zone 3 4" 8d ring shank 84 psf ** Zone 3a L" L" #8 wood screw 112T pal' ** Use nails or screws based on res$ure for r of stated in permit info box on these plgns for zone 3 Verifg with Plan Column to Lintel 12"x 12" lumn Block in. vvonap Attachment BEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with #5 900 bend bar with a 10" min. lap at top bar. Provide Cast -Crete SUB-OB/OT precast lintel set in mortar-. Min. S" Bearing t-:: Provide PT Buck r.j attached per jamb details into Filled cell 4" Pre -cast Sill 1�;4 r: 'Poured Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie 7Pilled cell steel into continuous ooter steel. Concrete Footing ;;.•.;`.'.`L'•'; (see Tooter schedule ,, * .-.;r:.:_•..7�._ for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockineg to vert. leg of truss with IOd x 1.5 nods at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12' into wet beam and (22) laid nails into truss 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 type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plgwood nailed at 6" o.c. in Field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 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 (tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 Precast Lintel #5 bars �: r:t= r' '1 .1 CLEAR .: :.;, Lintel Length Bar Length Clear Span "A" Bars Bars T-10" 2'-8" I'-L" 2,43 none a• i i r , r i r i , 2'-2" 2,43 none BPS-OBAT 8F8-ISAT BF8-1113/27' Additional 4'-O" 3'-10" 2'-8" 2,45 none '• #5 bars M•, CLEAN,^,.••.',r 5;' '• 4'-L" 4'-4" V-2" 2 #3 none ne Row a "H" :;;;:•t::;. Block Above 2,# 3 none •j =z ;•` � �,;� Precast Lintel .. "41 5'-10" 5'-81, 4'-6" 2,#4 none ?' •' Additional .,r.�r,. i 6'-L" 6'-4" 5'-4" 2,#4 none 1'-L" 1'-0" 6'-2" 2 tt5 none BFIi-IB/IT 8PIL-IB/2T 8'-4" T-10" T-O" 2 A5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel-1.5" 2. min. bearing required a ca. and=8" 3. standard for reinr. steel-ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " " Bottom Steel Size Top Steal Size Max Gravrtg Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2' 3'-4' 8F8-OB/IT 1 #5 301.9 1541 1024 L31 2'-L' 2'-8' 3'-1. 4'-O' BPS-OBAT 1 #5 2541 (3193 143 L45 4'-5' 5'-10" BPS-OB/IT I 1 #5 1106 909 339 L50 5'-0' L'-0 BPS-OBAT I 1 #5 1238 835 121 LLO 6'-8. T-L' BPS-OBAT 1 #5 1011 ill 534 L80 8'-O" T-4' BPe-I15/2T 1 #5 2 #5 152 541 512 1.90 T-0" 10'-6' 8P8-15/2T 1 #5 2 #6 443 530 1 401 L90B 'i 10'-L' BF16-I13/2T ONE 1 66 2 #5 1533 1183 1 401 WOO 10'-O" II'-4" BPS-IB/2T 1 85 2 #5 582 494 1 452 LIOOB 10'-0' ll'-4' 8PIL-IB/2T ONE I #5 2 #5 1346 1028 1 452 L12O 12'-0' 13'-4" 8F8-0/2'r 1 85 1 2 1 #5 411 428 324 L1208 IT-0" 13'-4" 811"I4-6/2T ONE 1 #5 2 #6 101% T10 324 L140 14'-0' 15'-4" 8PI4-I15/2T ONE 1 #5 2 1 #5 1250 Log 264 LILO I4'-0' 11'-4" ePs-IB/2T 1 #6 2 1 #6 1 300 192 194 LitOB IL'-O" IT-4" 8111"14-0/2T 1 ONE 1 #5 2 #5 1 950 Soo 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'—O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each trues with (10) IOd x 1 1/2" nails - ( 24' o.c.) supporting Max 1810lbs. uplift Aluminum Drip Edge t Fascia 12" 2" x L" Kagcan full o vent Virg] soffit installed using 1/8' die shank x 1.15" long galv. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 12' x 12" concrete column block Pilled with concrete and (2) #T bars Vert. tied --- into lintels above thicken edge to e'x8" with concrete and one #5 bar continuous BEYOND 4 F 12 into Aluminum Drip - Edge t Fascia Flash and Counter f lash Nail ledger to gable and truss with (2) IOd at each web \ hi -rib lath vertical we 3/1' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Stab to be flush with bottom of sliding door recess. Top of Tooter IL' below finished floor Step per foundation plan �I\ Slope per foundation plan '! Brace Gable and with 2" x 4" SYP #2 SPt back nailed to bottom of top chords using (2) IOd nails at each truss 0 W W L Q a' F_ OC(O 10 W un UJ a zit a I � _ U.l n o � s Brace Gable end with 2" x 4" SYP 42 min. 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES > D 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 end (1) #5 bar cant. 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 furringg strips at IL" o.c. with R4.1 ?,-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. io Mortar to be Type M only proportioned Der FBC R6O1.1 and Mortar joints shall complg with FBC R401.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) U.f Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift ETA 20 Strap truss to wall using Simpson MGT with 5/8 dia. threaded rod with min 12' embedment into beam either wet set or in epoxg with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet INA 11 Ell MIN W, 'all 1 i WN MrA I MIAN& Offil rWA I OWN Ar W F aWA I 61 VAMA ON A WA &I Avg WA �iI id 'IF Cqmp metal roofing FL #11451.12 d to - 0 ANN! oil ZMA It A Fill cell with concrete and !I) #5 Vert. (tgpical). ROOF P L /` � Max. sppbar not exceed notherlwise f� I � Wand 48" unless noted see foundation peen Horse for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET Base spacing at openings 4" concrete slab with fibermesh OR - ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET J/ VxV #10/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated Pin — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE 3 Tuplcal Section PI at Front Porch ��alo 1 /'7" = 11—nir 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 PANEL IIAII Poles BR Load Wire Description circ# eve# Description Wife Load SM Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #Io 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 L Range #L 12.0 kw 50 2 � s I 120 1 1.8 kw m2 Pump 9 10 Dr er #10 5.0 kw 1 30 1 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw a12 Microwave 15 IL Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw $12 Kitchen S.A.C_ 11 18 Recepts #12 20 I 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #I2 20 1 1 20 1 1.2 kw #12 Clothes Washer 21 22 Recepts 912 2O I 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 I 20 1.4 kw #12 ZS 26 Recepts 212 20 I I 20 1.92 kw #12 21 ZB Recepts #12 20 I I 20 212 General Lighting 29 30 Recepts #IZ 20 I 1 20 #I2 General Lighting 31 32 Recepts #12 20 1 - 1 20 212 General Lighting 33 34 Exterior GFCI 212 20 1 1 20 #12 General Lighting 35 31. Bathroom GFI #12 20 1 1 20 212 Smoke Detectors 31 1 38 1 General Lighting #12 20 1 1 20 #12 Bathroom GFI 34 40 General Lighting #12 20 I 5 are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting..(3, watts sg. lit) ......................... Small. Appliance. Circult(s) . . . . . ... . . . . . . . . . .. . . . .. . .. . .. . . Range,,,,,,,,,,,,,, ........................................ .Refrigerator. ................................................... Microwave Dish. Washer ............................................................... Clothes Washer Clothe6, .Dryer ................................................ Water Heater Water. .Pump .................................................. .Garage. Door ,opener ........................................ 1135 3 5,205 2 1,500 3,000 1 12,000 12000 1 1,200 1.200 1 1500 1,500 1 1,200 1200 1 1,200 1,200 I 5 000 5 000 1 4,500 4,5 0 1 1,800 1,800 810 I 1 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21,415 e40% 1 0 10,9L4 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,4146 Voltage 249 Calculated Wattage Divided by Voltage = Total Amps 129,03 Panel Size Required = 150 Amps Electrical S mbol Legerd S Single Pole Switch ® Recessed Can Light Sa Double Pole Switch ® Eyeball Recessed PB Push Button Switch -0- Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle O- Wall Mounted Light Gr-ri Waterproof ground fault circuitB.F., interrupter Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-ril Carbon Monoxide Detector 41 Flood Light QT Thermostat I:= Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack Telephone Jock Ac osc A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light tea+ Speaker Hook -Up ❑I Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refri erant lines that are run thru slabs must be sleeved in AVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be fullg operative. 13. Contractor shall pag for all fees, permits, testin and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 149 CFM IOxlOxL Covered Porch M STER B DROOM G EAT OOM 149 CFm IOx1OxL 12xI2x1O Center Registgqrrs BSA 208 CFM on ceiling fII8F ______ __ __IOXIOx1 O�0Ix- - - - 12xIB/A 1 I 9 CFM iDno 8x4x4 I LO I � I 1201 ex4x4 DiNING I .---T ROOM a /�' BAT I 1 0 I K --- --J - - - - I0 CFM C I1 12XLx1 21 w H.B. Vent thru_ IB 4 4 20x 0 Q" SoTFit BAT Pe i I o T O\O-- -- 14L CFM IOxLxL SECOND 1/0 BEDROOM 12xl2x8 � l B/A [-I COVERED PORCH MECHANICAL LAYGUT SCALE: 1/4" = I'-O" 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 2: x S4' I Attic Acoese i eith light 150 Amp Panel GARAGE r----------------- i I I I I I I I I I I I I I I I I 1 I I I I 1 I A/C disc. 150 #2/0 Aluminum feed AMP I '" Conduit ANE /aL 2" PVC ( H 2" rigid service FPL I I /-Ber>5#contoppe�iaWiin slab eter ELECTRICAL RISER Soffit - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 FB E-mail: bradenaiascomcast. net H.B. Exhaust Duct Thru Soffit - Wire For Front Post Light ELECTRICAL PLAN 6'-3" WLInne Building Corp. THE STERLiN Spanish Lakes St. Lucie County Florida Post Light with I Photo cell Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Install oulet under disc. t shown for clarity SCALE: 114" = 1'-0" Total Attic Space = 212-4 sq. ft. Venting Ratio 1/150 = 1-4.16 sq, ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn : Revisions Sheet Comm # 1-8-19 GARAGE Drawn by: RIGHT G.G.U. 3 MAYA Checked by: B D.R.B. OF 5 A=LIFE SAFETY WARNING This symbol identifies life Safety Wamings that should bt:read given special attention by all persons installing trusses. 30' Span or less & 30' to 60' Span Sprea er Bar ' 0 ceg�ees or less \ Ii 1/2 Lep r_Approx 2/3 tc� T g Line span approx. 1/2 of spa, ex REFER TO BCSIREFER TO 30S. Truss must be set this way if crane used. ' ss must be set this way if crane used. Truss Is an example, ,our truss may not match. TI-is is on example, truss may at match. Insist crane operator sets truss this way. Insist crane operator sets tr_ss c-,'s way. MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE All, IF MULTIPLE PLY. II Carrying Girder For Truss to Truss Connections see hanger/connector TDM� t he as (Iuide tabs c schedule in engineeringle nals. paekageI Carried Truss SEAT PLAT to on in BY CHAMBERS 12 4/ upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT V END DETAIL: TYPICAL VAULT 12 4.00 7- 'upset=1/4" heel=3 15116" PLUMB CUT END I2 x 4 Top Chord I WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0' ABOVE FINISHED FLOOR I� TR�'SSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. ,A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24' IN LENGTH ,A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers - 7TI - SPACING NOTE LL TRUSSES ARE TO BE SET AT 2'-01 ON CENTER EXCEPT AS NOTED A.1 FR 1--I.," ® L E FR N Gam" f F 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. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. A I DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI E/ _z 14' 22' 22 14' PAN pope 0 �PIA pop I poll MEMO JAF NO / AT CENTER 1 s• t..... .•W .. ,1 1 --------------- �'© I�II�I�I®ICI®I�I�I�I®I� ,�II�I�I�I�I�I t/*, I INVERTED "V" WEBS AT CENTI R W/9' B.C. PANNEL LOAD W/ (?) 50# POINT LOADS PER TRUSS FOH A M 1 J 1 IN I mi \\\CI\\\�` I m GRA ATA ATA ATA ATA ATA ATA ATA ATB ATC :to BHA 1111\111WI■ N ASI FABRICATION AGREEMENT' 7RUe8Ea CANNOT Be STARTED U►mL IIIq AOREEet4fr p staNED a RETU..gep thebndde=WmofthepropeFtyWhereVAbumswal1 hw13* b '' nle ad«elvba � pd wlen: • ----� . t:, Tluaeee wa be m■de to atria accordar,.m yAll, tnb whkhbrreeoleailewdtyfardsb,, Iarp,s.,�yM 6tantPbCpllpddlaprerabYad .a tmlep N.dten �'notles k't Haas been verUpd py . �no �� pol wrMarl nonce 1pl hs G�s T171°n,�.W n�wn be T to begh lepehs rsQWled, ano si b tkil o t,e� Ireve dime (9)� days In wNm _ .. 4' The the�of"BCSI1•�orsum r.h.etbrTPldwrcA. . alou� D offm 0 T� he , fob er+0lody h) detprrlhq me eufbbab amte a sben, Tnepe . The buyer b ngpolp@b ■ddMlorW doom, ape wN be nspol=lbrdump dervery ¢uyer.b rsWponWlbl b Gts�rtla'bs�iW 7nwW for y b�lYer b': isq krdervelly of i e. Pdoe as Wtlewrr 1 Nab due to Wlb •. . hl VenDrePh 7 bebw b nAtea b glWW If ly dlelpn ■lo nude ei tide.byait.AS00PerhowfeeforrMebnemay beMypedbyCMmbonTalp, - " .� s a C;-A SE ORDER to Chetnbers.Tnne a' the pen agreed IN a If . plce• Invoko VAN be made on ""'y ■Id pekl wlddrt tenor of dehl f tabdcabd tr'ay be ipze■. Tr'�ye et adredWed date deliI if buyer raWin dtom- fee for ooreaErb h avant Of PEPM ed �s to me j.jj2ors.Trues rewen.ge . WM tlriwa pe we be added for■r pane nap w" t " y mad°" t-trz x per nw(Mservice ' • & Sl Ain Or kftb anYsTps on this Wiest carr.uadn eP nlent b a0 tenor hpetn. . m lenecon.wtreraeonenararaten �ntT awtooppon due of wW Av fife material the undpslQad br.any entity em and iu Indeh(edrins owed to ride a 4tdudln ' materiel and rile umbngned ■preen to pay pl[to ' IedPl.. g ■K°!r 1 fees. If delaeWt h payment amends tie made by me 1 70- In the event Of any agetion wnoperg Ws eorsen ant IM eemW tantehed w� depripped bFbr'd■• s0 Peron wit. met d e Was verare fa any WIrtlI arAorr wig 11. Oeemll rospamldrgn an Per -National Stan died And RttcmmaMedOUMagaoe On . Ra' P"obwdn For Cautrox5m ushp Mehl plate Capleaed NJaod Tluseee ANSVTPVN TCA 4 - 2002"' . . DATEp - - SIdNED - Is A bwnuWVbene. t�Pa'"BCSI1.03'bptavtntlr�try8tianapa Multiple PIY trusses must be fastened together per engineering before they are set; (allure to do so can resultOn roof collaP;o. Temporary and Permanent bracing are required and can saw aft. and property and Is the resPonslb8lty of the truss erector. Study the contents of the Information packet Included on deflvery before setting trusses, :. TMUMmat beaatandbracedperdaat�.foprsxr� y$ Trusses must be set plumb and square . . Do not set bunks or stack of Plywood. rooting material of other adhopen rated loads on frirasesr fhb can cause collapse DO-N&T SET TRUSSES USING THIS LAYOUT 'USE LAYOUT DELIVERED VIIITH TRUSSES TO SET TRUSSES CHAMBERS TRUI INC 3105 Oleander Aiisnue Fort'Plerae; Florida 30824423 800-551-5932 - Foet Pierce T72.48ti 2p12 Voro Beach T72�ti8-2012 Fax dT3.4e8.Sp11 . Stuart." r7�2-286-I Moll uam-. rxUAUOQpQTpinq o 3 Who ouble t rove representative's P drawinrove g appis.NOT a _ "dcheck^ oY pie contractor. rho contractor shall remain responsible forr sitr to measurements and Other construction I criteria, t' apps roval covers Architec' w o general roof shape revief truss str appin structure prom 9r and loading on and uplift load, their orvity and sP ctive locatio s. 92.0/93.2 MITEK 4.2 APProverl DESIGN CRITERIA I r County en 8 Br den A.-I.A. P.A. SAINT LUCIE ' ! Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-20110 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake ; Loading in PSF Roof R.D.L. ' Top Chord Live 20 a , Top Chord Dead I 7 4.2 Bottom Chord Live 10 Non -Concurrent w �IC o I Bottom Chord Dead 10 3 o TOTAL Load 37 7.2 ` d toDuration Factor 1.25 d = 3 Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. y w Highest Mean Height 12'1 Building Type ENCLOSED ci Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 K.D.L =Kestrainin Dead Load C.B =Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildin Desi Her and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11412 w Scale: 1 /4 = 1' 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC Reviewed By: - Date:11/14116 Revised:10/23/18 U) FOR I I I I I I I I I I 15'-10" 5'1 4 ,_firs" _ 1VI ' 3'a— — 5-1' 15'_10" ' Q WYNNE DEVELOPMENT CORP. C DESCRIPTION: GARAGE LEFT GARAGE RIGHT C STERLING 75&73 PAGE 1 of 1 CUSTOMER INITIALS EACH PACE 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 3 kq y� - \\`I.0=XN \`\O`I\\` MIMI==