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HomeMy WebLinkAboutBUILDING SITE PLANGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V 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 SLOPE 14 8'-1' T.O.B. 12" 12° H. 5/8" thick light textured stucco on typical concrete 4. block construction 0'-0" = FinishedFloor - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 07 Finish Columns with 5/8" thick x 8% cut 9/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT E L E\v/ A T 1 O N SCALE: 1/4" = 1'-0" \ / Y Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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' side 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 staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE A 11ON NOT=S: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11G51.12 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 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 staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 SLOPO�� H C O Finish Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typical cone"ete finished stucco bands block construct n REAR Overhangs at I'-C" unless otherwise noted on Roof Flan Roof pitch at 4:12 unless otherwise noted An(g 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. o, 5/8" thick x 8"w cut 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction -O" = Finished Floor - -------------=- - - - - - - - - - - - - - LEFT ELE\/ATiON SCALE: 114" = 1'-0' Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows do Skylights Opening Tie NOA/FL NUMBER Product Model Manufacturer GIAW Attachment method uation Da Design Pressure of Approved Tests i 2 3 t4 FL# 239.3 Single H g g un SH-100 Impact PGT 5/IL" 1/4' dia. tapcons w/ mad. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 80.0 PSF - A I6-0330.02 Overhead Garage Door g gMo�elm82 wId 811 19VS max height g D a B with i sstrx =� �e�M1ow "c°�`Np. aT:.,iry�, n uA wood mind se 6 iu 5iu' . 1 side fad thread lay rereer m sari bred* ®s. " en. or 1.5'•ads@ dream - 6C to anetiii adhere to prodmt apprwd IC}-9-21 + 50.0/-LO.O psf g FL# ILL14.1 Fiberglass Design Pro/ smooth Pro Jeld-Wen Elco I/4' dia. tapcon with min 1.25" embedment at 3' max from comers and n.5" o.c. max, thereafter in head and iambs. + 50.0 PSF C FL# 251.5 Sliding Glass Door Series 110 SGD PGT In nom "spaced Type "GSA 1/4' die. tapcorw w/ min. 1 3/q penetration to ye per product approval. Contractor shell adhere to min. 2 I/2 edge distances specified in Product approval + LO.O PSF _ Product NNOA/FL MBER Model # Manufacturer Attachment Method T�igT Ezpiration Da i ie Design Pressure of proved Tests Mullions FL# 241.1 1" x 2 3/4' x .315' PGT Install per fastener type and spacings shown in Table IA and IB In product approval on sheet 6 of 22. + 58.0 PSF Roof FL# IIG51.12 5V Crimp Metal Roofin g Gulf Coast Supply and manufacturing 2L ga 5v crimp metal roofing attached to plywood deck using #9 x 1.5" w 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 lops and L" end laps fastened with corrosion resistant tad caps and with 1.25' ring shank nets spaced L ax, at all tops and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on root plan - 108.5 P5F Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented vingl Soffit k:agcan Install using 2" x 2" battens at L" o.c. *crewed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 012" dI x 1.5" Iona rino shank nails Ith A/8" -6fl. head. +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 12 4 1 SLOPE 10 ELE /ATION /EW -b3cl ST. LUCIE COUNTY BUILD Q,IVISIpN REVIEWED FOR COMP E ,/) REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON )m8 SITE OR NO INSPECTION(S) WILL BE MADE ALL MANUFAMRF8LABLESS1iOWING STOANY COR ECTIONSORk U FACTORS AND SHGC COMPLIANCE ARE SUB EC FIELD INSPECTORS THAT WrM FBC ENERGY CODE MUST AND WINDOWS REOUIPED BY MAY BE NECESSARY IN ORDER TO REMAIN ON ALL DOORS ARE APPROVED COMPLY WITH ALL APPLICABLE CODES. UNTIL INSPECTIONS SCALE: 114" = I' -On Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 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 aide laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced L" o.e. at all laps and two staggered rows 12" o.c_ in field_ Attach dpeck to trusses using attachment detail on this sheet -55 I- -I M N1 5/8" thick x 8"w cut coral finished stucco bands -0'-4" A.F.F. 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION 2" x 4" top plate II ' 1/2" drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 14" o.c. base -board . 11 11 i 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Vrequeen over clean compacted termite treated fill Interior Non -Bearing Partition pits Braden t Braden AIA, FA Wtmne Building Corp. Architects - Planners OB 411 S.E. Coconut Avenue T H E STERLING Tel : (112) 281-8258 Fax : (112) 28�1-8283 S anish Lakes P E-mail: Stuart. FL brad enaia comcast.net 34999 #AAC000032 St. Lucie Count y Florida CONCEALED FAR EIR Rd OR AMC4MENT'b ARE THE RE5pOK10, L1'N O THE 7NIRACTORO`rROCORID, 5/8" thick x 8% cut coral finished stucco bands -1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. la° .H. O 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4' we 1'-0" Finish Columns with 5/8" thick cut coral finished stucco bands 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 DORM 100) Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Baisaing Design is: Enclosed Risk Categorg: II Wind Velocity: I45 mph ultimate Mean Roof Height: I'-O" Roof Pitch. 4:12 Internal Pressure Coefficient: ±O"I8 SubJectabilitg to damage from: Weathering: Negligible Termites: very Heavu Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.126 Adjustment factor for Exposure Height: ASD desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.LDL+O.LIDL C,)mponents t Cladding Wind Pressure (NET) Roof Zone. I. +20.6/-32.6 psf Roof Zone: 2. +20.1./-51.O psf Roof Zone: 3. +20_1./-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Well Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Ds s Provided?Yes Mnimum Sal Bearing Pressure: 5p psi, Presumptive: X B9 Test: psi SEE PRODUCT AP ROVAL P R IMPACT PRO ECTION FOR O ENING� ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: J5 psf FLOOR DEAD LOAD: 10 psf SCANNED BY St. Lucie County F-1 = Roof Zone I Walla Zone 4 ® = Roof Zone 2 Wells Zone 5 END ZONE = Corner Zones Roof Zone 3 JOB ADDRESS: MODEL: Date Drawn Revisions Sheet Comm # 5-24-18 REAR Drawn by: j 16-300 PORCH C.C.U. I. LEFT Checked by: 0.R.S- OF 5 FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/40 = 1'-0" I. Contractor to verify ALL notes and dimensions prior to 36" high bg 4" diameter proceeding with work. steel crash post. Floor Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expanslon bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have alab (3/8"t 50 ksi steel plate) a minimum IAOO P.S.I. fiber stress. L" 4. No dissimilar metals to touch. Is 2�2" 2�5' 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 o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ,3/a. ° 2h 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 2h , 1. ALL wood in contact with concrete shall be pressure treated. ° ° 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department b" 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 Ceding shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wail 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 Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic: insulation p 9 p p I" x L" P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R31L - see permit info box of code edition 18. G psum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C460, C1002, C104-1,C11"11, C1118, C12-18, C1395, or C1396 and shall be installedVI according to the following: (FBC R Drywall Thickness Location Orientation Framing Member Max. spacing fasteners Nat sung options for Spacing of installation of drywall into Nails Screws Maximum wood framing members 2 x min. thickness Ceiling Perpendicular 24" 7 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long �2„ annular -ringed or Sid cooler nail OR 0.080" dia. xx 1 5/8" long with Walls Direct 1G" 881,16" ion 15/64" headOR Gypsum board nail 0.086" dia. x 15/8" with 9/32' head. Ceiling Perpendicular 24" 1" 12" 13ga 15/8" long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail 8 OR Walls Direct IL" e" IL" 0.092' dia. xx 1 1/8" long with ion 1/4" head OR Gypsum board nail 0-0915" dia. x 11/8" with 19/64" head. Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" a_c_ max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I4" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product spore 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, AI36.1 and A13-7.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 460 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 2L ge. 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 underleyment installed with min. 4' side laps and 0 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 Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) 10d x 11/2" nails ! 24" o.c.) supporting Max 4I- PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL Ia101ba, uplift (shop drawings by manufacturer) Aluminum Drip '� R-30 blown fiberglass Edge i 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) 95 bar cont. in each row. Substitute Kaycan full o vent vinyl soffit installed precast lintel filled with concrete and (U #5 bar using I/8" dia shank x I5" long galy. cont. for bottom row over openings roofing nails with 3/8' die. head per product approval - see chart sheet al 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 rr-fot 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 m Mortar to be Type "M" on(g proportioned per FBC R601.I and Mortar Joints 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 Fill cell with concrete and at each filled cell #5 bar Vert. (typical). M Max. spacing shall not exceed Wood 48" unless otherwise noted Base one foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xb" #10/10 WWM on L and Visqueen over clean compacted termite treated fill Grade 1 I=111NE_- -III 1111=I I I=1 j 11 11 Nld 11=1 " IiIIII 14w 14' x 14" Concrete footing with (2) #5 bars coat. and #5 TYPICAL SECTION transverse bars at 48' o.c. Scale . 1/2" = 1'-0" N.T.S. AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = 163 sq. ft. Rear Porch = 1% sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft, Total Cubic Ft = 11,192 2' VTR I I I 21' VTR Maiiii Bath 1Lw. I I 2• Lev. I q 1 2• VTR W.C. I I 2' I Slier. 3" I Kit. Sink I Kitchen 2' I I Lev. i 3' W.C. Bath #2 sker. 3' C.O. To Septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door n Masonry Wall om Trac Typical Flooring Sill Install 5GD thru buck into block with 3/I6" tap -con with Sliding Door D E't a I( 1 1/2" penetration at 6" o.c. max. from each corner and 20." o_c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size ROu h O en. Window Description PRESSURE ZONE 1. 4'-5%"x 5'-3 %a" 54%a11x 0!/4" 15" x 43 %q" Single Hung ZONE 4 2, 4'-2%a"x V-3 %a" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 2l%2"x 38%" Single Hung ZONE 4 4. 4'-5V'x 4'-2%" I 54ka"x 54Ye" 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 r Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x Sol" Overhead Garage Door ZONE 4 B 3'-0" X 4'-e" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 4'-O" X 6'-8" 14" x 81 %2" d:�;"taecee Sliding Glass Door ZONE 4 D 2'-0" X 6'-so Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-4" X 4'-8" Solid Core - Wood - 6-Panel F 5'-0" X C-8" Solid Core - Wood - 4-Panel - Bi-Fold G 2'-8" x 6'-8" x I %q' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 4-Panel U 2'-v X c-8" Solid Core - Wood - is -Panel - BI-Fold K 2'-e" X 6'-8" Solid Core - Wood - L-Panel - Bi-Fold L 1'-6" X 6'-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 #1 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction O b- 36'-O" 10'-0" �N M f WAB lIL2J1L.Jl°E ° EGRESS E " \ 12" x 12" Concrete column / • block filled with ((2) #1barsVert. tit and tied into lintels above 12'-8" Covered Porch E Provide screen infill below i019 Elm I 1 101-7° CD MASTER c I U gL)m C BEDROOM 1 6 n..a -u W-O" to 9`0' A.F.F. `r F m 10n 8'-0" A.F.F. Vaulted ell ing LL Flat Ceiling GREAT o O ROOM I n E I Rod t half I H B 'n Vanity to Se t 34 %2' hig I N ❑ � w I ;r ° Co I a 2" x 6" knee -wall /"Jh8'-Oi to T-8" A.F.F. N rr r O I O[ below counter top faulted Ceiling CLO ETI DINING LINEN J ROOM CABINS � Rod t Shelf 8,: /ry y\ ul IX ow i 1 uull E A T H i o ``� i Vanitg to be 34 Y2"high Oi o Hg I„tile(( 9/q" 13'-03 Van Dryer �^ K I T C H E 3'-e" I o through wall I O t - - I-I/2" iyAiii A.F.F. Ever -hang - d O -qV Flat Ceiling ° Upper cabinets to 10'-2ext nd over Ref. On 2" filler-::,,Ii 11 4'BATH-0O i .inns Ilidt-1+aP1: _ Rod it Shelf O ° -s Batts nsWetion W H a ® c`ry ° O - - - - - - O A/C 4 t Steel Ballard O I a Sae dated on this s se $ Provide auto I 22` x 54° closer I Attic Access g I L - With light- - J aa" a _ � 8'-0" A.F.F. Flat Ceiling Meter 150 Amp Panel © SECOND GARAGE E EGREs Y BEDROOM in E 4" A.F.F. EEl I MT1 IGJ ° V Flat Ceding E � y- O ° o, 0 O r----------------- 1 EGRESS I Block wall in i garage to be I struck block T I - C VER ED I I 12' x 12' concrete column block filled ORCIA with concrete and (2) #1 bars vert. tied into lintels abo e 1, 2" ° °° 100 hit G 2 4 n 3'-5" 2'-8" 2'-8" Install windows thru buck into block with 3/10 tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at jambs and 20" o.c. max. Exterior face at head and sill per product approval of wall - / \ Buck to be I' x 4" PT "x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT I block with case hardened nails ON ALL JAMB, HEADER, AND D e t a l l at W I n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION - - - - - - NTS Exterior face of wall ---x 12" :11 Attach buck to block wall with 1/4" die. Elco cone screws with min. 1 1/4' penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck Braden t Braden AIA, PA Wynne Building Corp. Date Drawn Revisions Architects - Planners 5-24-18 41-1 S.E. Coconut Avenue THE STERLING REAR Drawn by: Tel : (112) 281-8258 PORCH C.C.U. Sparnsh Lakes Fax : (112) 281-8283 E-mail: bradenaia9comcast.net LEFT Checked by: _ Stuart, FL 34994 UAAC000032 St. Lucie County Florida D.R.B. I in 1 -we thru jamb into buck and 15. o.c. max and attachment N T S Sheet 2. OF 5 8o 14" STRUCTURAL NOTES: 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. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN, 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 41 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 1600 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 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.... 5. 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 openingsup to 5'-II" wide. Provide (2) filled cells on each side of openings from �'-0" to 9'-I1" 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 40, meeting ASTM A-l6 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ SEE T 30" overlap ECTI at each filled cell 4" concrete slab with fibermesh OR Vx6' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade ri Ell] 14— III II I i footing iwith (2)c#5 barsncont. 14" l TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR CxC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. Step per o foundation plan (2) #5 bars cont. bottom steel DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I, -OW 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied into lintels above Top of rooter 14" below finished floor Verify house slab height in field 3001x30"AC' concrete column footing with (4) 45 bars each way COLUMN FOOTING DETAIL Thicken edge to Vx8" with concrete and one #5 bar continuous GRADE bo — — 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 by 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 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" _ 95 bar Vert. w/ 30" overlap at each filled cell Adjust curb height based on gar, floor slope. 45 bar in curb \ Grade OD 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill O'-O" ® P.P. III1= I 14% x 14"d concrete monolithic footing with (2) #5 bars Cont. 14" rj) GARAGE CURB DETAIL 2" x 6" 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 NITS 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 Singe 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 14'-0" 34'-O" 12" 10'-O" 12" I� ' ff)X �t I I® u I ---"' _ i i o ° ° FI I ° I I Rear Patio/Slab � - to be poured separate W O I 12._g from the house slab. i[L �I Thicken footing to 24 O I FI 24"w x 14"d x 24"L N under filled cells t I I under girder bearing. ° - ry 1 ° ° "Iasio o� ❑° --— ------------------ Rear Patio/Slab to be flush with bottom of sliding door recess. FI Slope 1/2" I I, �I II I; I I I I FI CD I H.B_ I 1 34 Y2 high vanitu to be 4" concrete slab with fibermesh OR OIL 6"x6" #10/10 WWM on 6 m11 Visqueen over clean compacted termite treated fill I FI I I I �I i I�\ v I I I�� I I FI I o ° 4'-O" I � Q O ---v —�- -� --1 I 1 �—-------- I I #I I 4"0 Steel Ballard Pilled w/ Concrete® I �\— W I I ° F5 moo= I I I=Q1 I I Nq)-v I I L I I E I I FI I E I �CL - �I ° -00 \0, I a \ I ° Uo aI—FI O \ U — — — — — — — r-r---r- - - I F5 ^ # q) W V ° I Q- X - W 0 L — F5 Recess for — — — — ° F r l F r ° ° ° ° arage or 00 O°° —------— CJ F 12" x 12" concrete column block fille with concrete and (2) 41 bars Vert. ti into lintels above 36'-O" iV o OD r- 1:" o in R 0' I Ln ao V_ FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS Q 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8" p THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" 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 PIqwood 4. Use nails or screws bas d on rasa re for roof stated in permit info box on t�iese plans for zone 3 Ke Area Edge Field Fastener Press uree Zone I 6 116 8d ring shank 45 psf Zone 2 6" 8d ring shank % psf Zone 3 4 8d ring shank 84 psf ** Zone 3a 6" 6 1#8 wood screw ,112.6 psf ** Use nails or screws based on pres€ure for roof stated in permit info box on these plans ?or zone 3 Provide #5 bare with min. 48 bar diameters overlap into beam. Tie Pilled cell steel into continuous beam block steel Provide Cast -Crete 8U8-OB/OT precast lintel set in mortar-, Min. 8" Bearing Provide #5 bar act in pre -cast [Intel into beam where length of the opening calls for it. i,':I I•', ,I r1 a Provide PT Buck t' per mcel i"`' `7 etailshinto filleded :;1 4" Pre -cast Sill i t' �Poured Filled Call Provide 95 bare with min. 48 bar diameters overlap in filled call. Tie 7filled call steel into continuous footer steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Verify with Plan Concrete Install Simpson MGT into wall uengg 12"x 12"5/8' dia. threaded rod set min. 12" Lintel �� Column Block \;"4 into wet beam and (22) IOd nails into truss Column `#t-1 Rebar to Lintel -�4,is1 Rebar 48 Bar On. Min. Overlap TRUSS BLOCKING DETAIL Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using ad nails. Substrate to be 19/32" COX Plywood 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 26 ga. 5v crimp metal roofing attached to plywood deck using 99 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 O o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet LINTEL SCHEDULE Window Rows of Max. Max. Max. or Do "H" Block Gravag Lateral Mark Unit Lintel Cast -Crate Above Bottom Top Load Ill Load Width Size specification " Steel Siu Steal Sim (PI (PLR) (PLF) L22 T-2' V-6" 8F8-OBAT I #5 3069 1569 1024 L31 2'-6" 4'-0' 8F8-OB/IT 1 85 2541 1363 163 3+-80 L45 4'-5" 5'-10" 8F8-OBAT 1 #5 1105 909 339 L5o 5'-O" I v-6' or8-OBAT I #5 1238 S36 121 L60 6'-8" T-V BP8-OBAT I #5 1011 121 534 LBO V-O" T-4" BFB-IB/2T I a5 2 #5 152 511 512 L90 9'-O" 10'-6' 8F8-IS/2T 1 #5 2 1 #5 643 $30 401 L90B 9'-O" 10'-6" 8FI6-IS/2T ONE 1 #5 2 as 1933 1 103 401 WOO IiI ll'-4' BFB-IB/2T I #5 2 85 582 494 1 452 LIOOB 10'-0" 11'-4' 8FI6-IB/2T ONE 1 85 2 #5 1366 I028 1 462 LI20 12'-O" 13'-4" or8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-0' 13'-4" orI6-IB/2T ONE 1 #5 2 #5 1016 110 324 LI40 14'-0' Ill 8FI6-IB/2T ONE I #5 2 45 1250 1.09 259 L160 16`-0' IT-4" or-Il /2T 1 #5 2 #5 1 300 M2 194 LI60B I6'-0" IY-4" 8FI6-IB/2T ONE 1 #5 2 #5 1 950 $00 194 - 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'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — ( 24" o.c.) supportmg Max. 18101bs. uplift Aluminum Drip — Edge t Fascia 12" 2" x 6" Kagcan full o vent vinyl soffit installed using 1/8' 1shank x 1.5' long gaiv. roofing nails with 3/8' die. head per product approval - see chart sheet #1 12" x 12' concrete column block filled with concrete and (2) #1 bare vert. tied "` into Imtals above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer I6" below finished floor 4 horizontal wood into vertical w Alummum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd [is at each web N—rib lath vertical wood It to provide .raUen into members be penetration 5/8" thick light textured stucco on typical concrete block construction Varies - see plan U5 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 Brace Gable end with 2" x 4' SYP #2 aft back nailed to bottom Of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer ) R-30 blown fiberglass in bottom chord or trusses 1/2" 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 (U #5 liar cont. for bottom raw over openings 1/2" dr wall over I" x furringg strips at 16" o.c. with R4.1 PI -foil "insulation on typical 8" Block walls O UJ to 0 X a3 s �t rn nv S +J .J <m°a a a 2t 'a U . °1 a7 U. eQ EC04 : p (n to -q- N sy w Ewc Brace Gable end with 2" x 4" SYP #2 min. aft back nailed to bottoms of top chords using (2) IOd nails at each truss I W U WI Straptruss to wall Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — ( 24" o.c.) supportmg Max. 18101bs. uplift Aluminum Drip — Edge t Fascia 12" 2" x 6" Kagcan full o vent vinyl soffit installed using 1/8' 1shank x 1.5' long gaiv. roofing nails with 3/8' die. head per product approval - see chart sheet #1 12" x 12' concrete column block filled with concrete and (2) #1 bare vert. tied "` into Imtals above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer I6" below finished floor 4 horizontal wood into vertical w Alummum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd [is at each web N—rib lath vertical wood It to provide .raUen into members be penetration 5/8" thick light textured stucco on typical concrete block construction Varies - see plan U5 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 Brace Gable end with 2" x 4' SYP #2 aft back nailed to bottom Of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer ) R-30 blown fiberglass in bottom chord or trusses 1/2" 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 (U #5 liar cont. for bottom raw over openings 1/2" dr wall over I" x furringg strips at 16" o.c. with R4.1 PI -foil "insulation on typical 8" Block walls O UJ to 0 X a3 s �t rn nv S +J .J <m°a a a 2t 'a U . °1 a7 U. eQ EC04 : p (n to -q- N sy w Ewc Brace Gable end with 2" x 4" SYP #2 min. aft back nailed to bottoms of top chords using (2) IOd nails at each truss I W U WI Straptruss to wall Ewc Brace Gable end with 2" x 4" SYP #2 min. aft back nailed to bottoms of top chords using (2) IOd nails at each truss I W U WI Straptruss to wall usingSimpson MGT with Simpson p HETA 20 5/8'dia. threaded with min 12" embedment rod with hurricane anchor at each truss into beam (22) IOd truss leg either wet set or in epoxy with nails into truss. Add blocking to per detail on this sheet a ( 2`} o.c.) HETA 20 1810 supporting Max. lbs. uplift NEI I w I to N U �U7 Q�� W I— E IY --33 W U-Q W O in Z ; Q1 Z w <� I w � O IZ in All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes_ Mortar to be Type 'I only proportioned Der FBC R601.1 I-IETA 20 and Mortar points shall comply with FBC 601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) FIII cell with concrete and R C C F FLAN () #5 bar vert. (typica0.y ^Max. spacing shall not exceed see unless ionothplan noted — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET see foundation plan notes for spacing at openings ^ ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"xb" #10/I0 WWM on 6 mil Viaqueen 4" concrete slab with fibermesh n over ^ TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill 1 — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. 111111III1 111111111111111111111=�11 1111IIII ,,III1— - ALL TRUSS To TRUSS CONNECTIONS BY 1III111 IIII=IIII-IIIIIIII-IIII-IIIIIIIIIIIIII�� I III1 TRUSS MANUFACTURER Ali III1�11 ';' 1�Ill�ll ,,l1111111=11111111 1-I"IIII TOCHITECT TO CONSTR CONSTRUCTION FIEW TRUSS SHOP OR LAYOUT ANDDRAWINGS UPL FIT GYERIRFIOR ICATION ail. —„I II �;II� �111 1111 Iill 3 Typical Section at Front Forch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE SrAIP . 1/2" = I'-ll FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 1.0 Its #s A/C camp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. we HTR 5 6 Rana = I2.0 �WS 2 � e 1 20 1 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 ll 12 1 20 1.5 kw 212 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1,5 kw #12 Microwave 15 I6 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts #12 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw $12 Clothes Washer 21 22 Recepts #12 20 I 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 26 Recepts #12 20 I I 20 1.92 Its #12 21 28 Recepts #12 20 I I 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 I 20 #12 General Lighting 33 34 Exterior GFCI #12 I 20 #12 General Lighting 35 36 Bathroom GFI #12 M01 1 20 #12 Smoke Detectors 31 38 General Lighting #12 1 20 #12 Bathroom GFI 39 40 General Lighting #12 s are q1 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) Small, Appliance, Circuits) , , , , , , , , ,, , , , , ,,,, , , , , , , , , , , , , , , , Rpnge.. .................. ......... ........................ Refrigerator „„ , „ , „ . „ , , .. „ ............................... Microwave ................................................................. Dish Washer ..... Clothes, .Washer . ... . .. . .. . .. .................................. Clothes„pryer................................................ Water Heater .............................................. ................I. ,Water Pump ................................................... Garage. Door .Opener ................. .... . 1135 3 5,205 2 1,500 3,000 1 12.000 12,000 1 1,200 1,200 1 1500 1500 I 1,200 1,200 1 1200 120.0 1 5,000 5.000 1 4500 4500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 e40% 1 O 10,946 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed PB Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle O- Wall Mounted Light P. F Waterproofgroundfault circuit rc Light with Pull Chain (attic) ® Floor Duplex Outlet @ Computer Connection Jack � Carbon Monoxide Detector 42 Flood Light Q Thermostat m I Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack 0 Telephone Jack aCoi'sc A/C Disconnect ® 1 x 4 Florescent Light I ® 12 x 4 Florescent Light SPKR Speaker Hook -Up I❑ Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: 149 CFM IOxIOX4 Covered Porch MAST R BEDRO M GRE, T ROO1 149 CFm IoxIOx6 B%AxIO C nter Registers OxIOx FM o ceding fan Oxiox FM 12x12xIO �/ I B/A ---- H.B. �J 9 CF x4x4 E 1 I I ----J " I 8x4x4 12 54 FM 1/_g l_h-u---- DINING Soff HpgATH ''�i I ROOM IN Inn 162 CFM 21 FM 12xbx1 10 xt H.B. 2gx2r lexgx4 Vent thru pelli ,� T i-i - --- -- Soffit O � T I I--- I I u,, --„ > "em� Attic Ac ILM with light Ox6= L - - - - - IL 150 Amp t--exg� Meter Panel Rye 46 1,11 MECHANICAL GARAGE r----------------- i i I I I I I I I I I I I I I I I I I I I I I I I LAYCUT SCALE: 1/4" = 1'-0" I. 2. Use copper wire onlg, no aluminum. Provide and wire all required smoke detectors. 11. It is not the intent of these plans to show every minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical system and provide all 4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in F. ALL bath and kitchen receptacles to be GFI protected. proper working order. 18. All work shall be done in accordance with the N.E.C. and 4. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. 8. Recessed cans to be installed per NFPA requirements. AFCI receptacles are required in all rooms except meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. and telephone company. 9. 10. A/C Return Air Balance Must comply w/ FBC RMIL02 A/C Refri erant lines that are run thru slabs must be 19. The electrical system shall be completely and effectivele� sleeved in PVC g quirerounded as required b the latest edition of the N.E.C. y 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fulig operative. 13. Contractor shall pay for all fees, permits, testing: and 21. All equipment and panel sizes shall be verified before inspections including blower testing where requiredd ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the conditions. interference with the progress of construction. ,lob 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 1L. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 SECOND BEDROOM 12x12x8 �y B/A COVERED PORCH A/C disc. 150 #2/0 Aluminum feed HC 1142" Conduit PANEL TE AHU 2" PVC ( FPL 2" rigid service FPL Bar #6 copwire to 15 coot. preelar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction MASTER BEDROOM 91M �I (C CLO Is Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall w.p. GFI Install owlet VT under disc. 'LN not shown or r r clarity A IC Meter NOT INCLUmb C/PNt. Tip, 8RA1LTA B oe Covered Porch l 1 � I w.p. GPI � vV I a)U Smoke / Carbon G R E 1� T Monoxide Detector R O M Combo $ I c I I I r� TV II =8 II II I I I I I I DINING I I ROOM u CsFI F I I I► KITCHEN LQrl;iLo_ Monoxide Detector Combo \ s (L� G1 FI I / I 42"h GFI W.H. r - Il N Cente I I 22' x 542 Attic Acce ss I 9 15 0 A m L �Optlonal L t- pcn'panel location I Panel ® S \ Pull chain) /S 1 \ \ light in attic zr GARAGE 42"h GFI II Garage /Vjlj J� Door Opener --- --- I I I I I I I I I I I i I I I I I I I I ELECTRICAL PLAN V Braden it Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Gi i3�DROOM r' B / / / \ W.P. GPI \ \ � COVERSr! / f t PORCH Attic Ventino Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio I/ISO = 14.16 sq. ft. required Provide A Continuous Vented Soffit Wynne Building Corp. THE STERLING Spanish Lakes St. Lucie County Florida Post Light with Photo cell i Date Drawn Revisions : 5-24-18 REAR Drawn by: PORCH LEFT C.C.U. Checked by: D.R.B. its 6'-3" H.B. Exhaust Duct -Thru Soffit Wire For Front Post Light Sheet Comm # E-1 B OF 5 =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention' y all persons installing trusses. I I 30' Span or less A&I 30' to 60' Span 0 Degrees Spree er Bar or less 1 /2 —1 ' (Tag—Approx 2/3 to-� T g Line span opproxl tine 1/2 of Span REFER TO BCSI REFER TO BCSI Truss must be set this way if cram used. Truss must be set this way if crane used. Tm.. is an example• ,our truss may not match. This is an example, truss may not match. nsist crane operator sets truss this way. Insist crone operator sets truss this way MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE, SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. All I For Truss to Truss Carrying Girder Connections seeT hanger/connectorbe as de tabsschedule in engineeringe nails. package. Carried Truss SEAT PLATES BY CHAMBERS M iD co tr I 12 4// 2.00 12 6pset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT 12 4.00 r— upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER ATI A HEIGHT OF 8'-0- ABOVE FINISHED FLOOR �I TRUc-SES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers F7 7- ,1, I/ - A e - 5PAGING NOTE ALL TPU55E5 ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED AIR HAN�I—NEE F2 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. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. A► A IiEg : �: ) DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 14' 22' . U. 14' I I I I I t ®I110 = Mimi�/ ' IMIMIMIMI IMIMIMy/I�I��''I - y 0=4101 ///,li///i! �M/ %////,lli/////ii///�/i ////////////////////////////��/////%/�///////////////� PicaIVAN ATA •r �' ATA ATA INVERTED "V` VVEBS AT CENTER 50# POINT LOADS PER TRUSS FOR Ati-M ATA ATA Poo ATA Noma , %/fizz/ irzo ATC I�IIMPIIMIEIIMI\IIII�I�I\ : Q, �1© / 7 . 101110 i��� '� iI�///� IWE 181 iIZ/, �///�It %iI� I�►71�1=1W1=1 I=I II=1W1=111=1 ..I .. I I 15-10• I 5-4" i 3'-4" I 11,�, I 71 GARAGE LEFT N Oki NLN%§��Flwj "Sill t fi I 0 n FABRICATION AGREEMENT TRl188F,8 CANNOT BE STARTED UNTIL THIS Aoa�reNr rs taoNED a RETURNED - Ttia opal deecrlptlon of the pmperiy vdrere the,Iwedd sum be bhwaea la - . •' .The Is w d asktowydpea ra,d spree.: Tnmue we be made h sbkt rsoaxdartce� w1tl, gde bl„v Ixarsrrh�x whl Al din sob fabrlcatlarl dthe ltussu. . ' AU lYaia Mt1Cen�ira� �Y°Ut�'� � �� � the totdxelprlad. �Yout• prryldded by oer@elyd md4 to w•1d>✓rt yn days of depvsy ttm vhdelspned agree® that no baddcdhagwC'' � pe Td o d.. m Ca beptrhsuch w'�"Invubp ispan regWred m° ChuMsra True anh1A nave gads (�� days in w* h 4. Tn. arhdaralr 0 odros 2Is a Chamber . a o.tw.y k ra xlpt a"&rsB,-0r srmdrha y athset by TPo a wtreL ' deWery. chamhdtd Taw Iw ghs d�e •fO"p""'�a to melee the Job aT swrabro tar . poribn or!ne Job eke fordalvery. CsTnmlh'o w°ea10 of tlhe Job ace o1• e The buyer b m por for add oorw depvav mlpeltsea g Chendhers Trams "Ihu° Dray, i ?=fro gmmberstorT "vwy or hw h na prapand far dsOwwy of �r a P°oe u elhoam h wrdDrdpn i beaw mad due ro,nd conmtlon l tldi.leyctit. A I Per hour fee for revgbrla lea � e If sI are made Itj a a aaPU°RCCHASE ORDER to hwil � dThes of Chambdrs to, a r Invoice pride. invoice vA bebe madrW be@ o,� d tlh0 aura . wlsy end Paid 14thin lifirins of not delivery of fabdcdted nersea. The df scheduled d:-bf ddVery �r QePhhrhoP SCOWdManbyd fee for onneacrm M event 'a"0" to pdr Chambera.Tpms reasonable . charge we be added for omm rhoi p Hsu' made. ,.,lt % chperr onlh suds ' or Inidals ' 0, In consi d1eeMlon of ben Trams °°o10nt to d temn heroar, hdhmruleondly puarent0u Paymerd wdhan�''gof arhy �'irhdin the tstdaslDhedChisinbers; Truss •, kidebbolirlm Many soirropen receiving m.teda m d the pay such a,adding dq?nteys Pees a default M mdpwm WrAntnt for r aft by gdness owed y 1 or 0. Ins a rm�"f srW MWaillool m'�'� this �1erneI the kertw,ldnlsthed thersunder . be s.w t o a. Cotrrdy, Florick' m pertes agree tna Nhs scale vomr. (or dray such action we 11. Dulgn responsibilities are per On Nagonal Sfriddrd AtM wed ObWeOrhes Raipms00tles For Cordhcd n Udbe hkml hoist®Cgphected wood 7nx'saa ANSVIFWVTCA 4-200 .. DATEIP- - $roNED . - FOR Tink t .. AeP ►� baregt�it3dpgr"BCS111-03'bplavwikit" hdo n 4gL- Multiple Ply trusses must be fastened together per engineering before they are set; failure to do ao can retrult In roof collapse. Temporary and permanent brecing are (required and can am cafe and property and Is the rtisponalbilitY of the tors® erector. -Study the contents of the IMormatlon Packet Included on delivery befoM setting trusses. •..1Nssesmmtbeegtandbraoedp�desllplbpretlerrtFlJuygd�n,�, Trusses [oust be sat plumb and square Do not Set bunks or stack of Plywood, rooting material of any other cohicerrtrated loads on trusses. this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED wn TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 310li Oleander Avenue Fort Plert:e; Florida 34982"8423 800.551-5932 FortPlerce 772•i1011S.W12 Fat T72-48b8711 • vero Beach ' M-15119•2012 Sq • .tea .s,ega,��nq va'-r_ era.• /`YAUCCpQTI�r{oF •ter-r nTR�'L Ysr rcpresentative's shop drawing approvli'l- NOT a ••double check" of the contractou_. 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 rep ctive lo cations. 92.0/93.2 MITEK 4.2 A.-- . ,proved fay _ DESIGN CRITERIA " green &`Braden A.I.A.! A. County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. o '' d I Top Chord Live 20 = Top Chord Dead 7 4.2 y O Bottom Chord Live 10 Non -Concurrent I Bottom Chord Dead 10 3 c c TOTAL Load 37 7.2 w N Duration Factor 1.25 d = � I Wind Speed 165mph cc 2 Top Chord C.B. Sheeting by builder. 0 cc Bottom Chord C.B. Sheeting by builder. N H Highest Mean Height 12'-0" ' Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 K. =KeStrainin tread Load G.B Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or En inieer of Record. LLLM 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:11/14/16 Revised:10/23118 v J FOR ! WYNNE DEVELOPMENT CORP. 3� '-4" I 5'-4" ' 15'-10" C DESCRIPTION: ����� GARAGE RIGHT G STERLING PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 3 �-o s O�