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HomeMy WebLinkAboutBUILDING PLANS-31 81 PANEL "A" Piles BR Load Wire Description sec# cvc# Description Description,I Wire Load B' e 1 20 1.2 kw #12 Refrigerator I Range #L 12.0 kw ,' ,;2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 L Drite! #10 5.0 kw W a - 1 20 1.5 kw #12 Kitchen S.A.C. 1 8 3p4t ,>2 1 20 #12 Bathroom Recepts 9 10 Air Cond sor 410 5.0 kw 1 20 1.2 kw #12 Dishwasher 11 12 ;. 1 20 1.2 kw 412 Microwave 13 N A. Handl r #10 5.0 kw 1 16 414 General Lighting 15 IL 2$ I 15 #14 General Lighting 11 18 WH #10 5.0 kw I 15 #14 General Lighting 19 20 1 15 414 General Lighting 21 22 GDO 912 0.81 K I 15 General Lighting 23 24 Spare E4#14 spare 25 24 Spare'.'+. P, Spore 21 28 Spare Spare 29 30 spar. PANEL "A" LOAD CALCULATION SHEET Load Description QC . Watts Tot ) General, Lighting (3 .Watts sq, ft.) . , ... Small..A.ppl,Iance. Circuit(s) Range .. ... ... ..... Refrigerator. Microwave . _ ..... , . , , Dish Washer Clothes ,Washer. .. Clothes Dryer . .... .... Water Heater Garage Door Opener . , . .. 1135 3 r,,24W 2 1,500 3 1 12,000 12 1 1200 1 1 1,500 15 1 1200 1. 1 1 200 1 1 5 000 5 1 4,500 i 1 810 8I `)'-- Total Watts First 10000 Watts 8100% 1 10,000 10 Rem_arnder 25,6I5 540% 1 O IO° Electric Heat or A/C 10,000 945% 1 10,000 10'' Calculated Load Watts 3Q Voltage Calculated Wattage Divided by Voltage = Total Amps I Panel Size Required = 15 e BRIMMIN Electrical S mbol Leerd_i'I S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed PB Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light -®Waterproof ground fault circuit K Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-F1 Carbon Monoxide Detector Flood Light TO Thermostat m Electrical Panel ® Central Vac � Electrical Meter J ` ® Smoke Detector Ceding tan E [Tw Television Jack TTelephone Jack ACC A/C Disconnect ® I x 4 Florescent Light Ell 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIRIS FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOC A/C disc. 42/O AL (3) #1 THHN Copper With 41 Grt 2" PVC Schedule 2" PVC 40 conduit ISO 40 conduit, AMP MCB into attic PANEL y 200a rated 200a rateo' meter can meter can ' Interegstem bonding 2" PVC ( FPL)---0 Termination point 2" PVC schedule 80 schedule I 2" rigid service FPL 2" rigid #L cgqhAper WWire 8'-O' Galvanzied rods ELECTRICAL RISER ALTER - Contractor shall use AL-CU Landing lugs. NTS - Contrai - Contractor shall torque lugs I.A.W. - Contrai manufacturers recommendations which manufac shall be verified prior to construction shall be - Verify AIC/KIC Rating prior to ordering equipment - Verify ELECTRIC NOTES: I. Use copper wire onI I from panel to devices 15. CON frail 2. Provide and wire a required smoke t Carbon Monoxide detectors. the;;", 3. Contractor to verify location of electrical yeah service and provider. Cor 4. ALL bath and kitchen receptacles to be GFCI rotected. char S. ALL exterior outlets to be WP/GFCI protected• oth i L. Recessed cans to be installed per NFPA requirements. I(. It is I. Tamper resistant AFCI receptacles are required in of ci ALL rooms. all Iti 8. A/C Return Air Balance Must comp)gg w/ FBC RM1402 the i 9. A/C Refn rant lines that are run thru slabs must be propel sleeved inivc 11. All I 10. ALL A/C Equipment shall comply with energy calculation shall II. All work shall be performed by a licensed electrical meet 12. contractor• the completed system shall be fully operative. Contractor For and 1 shall pay all Tees, permits, testing, and blower inspections including testing where required. 18, The 13. All work shall be coordinated with other trades to avoid grout interference with the progress of construction. 14. All required insurance shall be provided For protection 19. All r against the public habilrty and property damage for the label, -2-19 MECH,4NIC,4L LAYOUT SCALE:: 1/4" = I'-O" 1-2-19 AND USE APPROPRIATE RISER BELOW A/C disc. Cable ISO MCB PANEL bonding point #EC Bare #L c¢¢ppper ire to f2) s'-O' Galuvanzied ground rods E SERVICE ELECT. RISER use AL-CU Landing lugs. NTS torque lugs I.A.W. commendations which I prior to construction Rating prior to ordering equipment 3 TON SEE MANUAL "J" and Energy Calculation for Unit into FM 124 I CFM IOxJ0xL PORCH ASTE I B DRO M 12x12x10 B/A ,�7112-4 CFM ;F_-- --_ IOXOX4 141 CFM I 141 CFM IOXIOXI I IOxlOx1 `. \ I I r w I r --- 1'6xIO 61 /A 9xd FM GREAT I ROO Is iPLOE E I o x4x4 — — — 50 CFM WASHER DRYER I LAUNDRY 141 CFM 8x4x IOXIOXI I 0 I 12 DINING I I ROOM I I r-" IL 8xCF4s f IT �I �i/ I rla I2X8 TRY _ — — — — — — INS I "01g OW Ill C M 12X4 SECOND 124 CFM IoxloxKIT!CHEN EDR OM 14° � MICROWAVE NON -VENT REF 20x20 O 38" CLEAR L OPENING T F(r� I I — — — — �1Pieill! I � 497P9i4TRP�QJy7NVwyS7y.'J�7w7x.' — — �c _ r -a 12x12x B/ e Steel Ballard I 1 THIRD S See detail on this sheet I EDR OM _ 2 2" x 54" I 1 I / 100 CFM A with light u I gt l �{ = 73 1 I 10 xL L J QI I/` I i ?A L8 4x4 48 CF GARAGE TI> I50 Amp Panel r----------------- >r --- - - - F ,4 R T 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 I I ARA E I I I I I I I I shall guarantee all materials and workmanship 20, All equipment and panel sizes shall be verified before ects or a period of not less than two years from ordering. The contractor shall provide circuit routings to i acceptance or certificate of occupancy, or one suit the job conditions. losing sale of house. of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans shall include replacements or repair of any or as selected by others. of installation that may have been damaged. r intent of these plans to show every minor detail 22• All raceways and pipes placed In or through any concrete ion. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the a complete electrical system and provide all largest conduit or pipe from any other service. For the equipment to be placed In ng order.essary g 23. All exposed wire below 9'-1" shall be installed in metal EMT 111 be done in accordance with the N.E.C. and conduit. with all local codes and ordinances, and shall 24. Dryer Vents to be installed per ndard requirements of the local electric utility FBC RM1502 e company. sal system shall be completely and effectiveI I B required by the latest edition of the N.E.C. shall be new and shall bear underwriters' applicable. Braden It Brad n AI A, FA Architects — Planners 411 S.E. Ca onut Av nue Tel : (112) 81-8258 Fax : (112) 81-8283 E-mail: bradenai °comcast et E _ _Vent thru Soffit Install owlet under disc. not shown for clarlty I> WP GFCI 1 I I I I r- / MASTER BEDROOM I I �-- / GREAt ROOM I I LOSET I� I \ \ C' I \ WASHER DRYER I \ \ LAUNDRY 51 V P / r/ DINING I _ `e s� / ' i I \ \ I v GF I\ PANTRY CAB I - — — — SECOND CI° �AG'lr C I `BEDROOM 1 I ( I C.M. Detector I 1 WP GFCI GFCI I { I T C�H E onl R314 3r FBC I \ I , \ ®iICROJ I S I \ GFCI V..E NON 4 \ I \ \ Q L OVF 3a C NAR \ — — — \ GFCI GFCI — A- — V 14) GFCTHIRD $W.H. El 0 4" Steel Ballard /—� CM See detail on this sheet — — _ g E D R O O M r 22" x 54" \ Attic Acc•u- -- wmh,ighC I in I q l OPTIONAL PANEL LOCATION / �\ 1 GARAGE // / GFCI / y GrCdb gg 150 Am p IIILI/ GFc1 / to caner GFCI Panel r--------0s], ----�-1 CY \\ r--� _®--------� Garage / Garage Door 1 \ I Door (Li Opener Opener GOLF CART Wire For I I 1 GARAGE i Front Post Lilit i i 1 i i GFC1 9 I I to garage Jlghts GPCI I I Wwnne Building Corp. THE WINDSOR Spanish Lakes St. Lucie County Florida UP GFCI ------ ELECTRICAL FL/4N O Post Light with Photo cell SCALE: 1/4" = I' - C " RECEIVED Center Post Li ht between driveways Attic Venting Calculations Total Attic Space = 2101 sq. ft.FBC 3 9.1 Venting Ratio 1/150 = 18.06 sG. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn Revisions 4-22-19 REAR Drawn 1I PORCH C.C_U. LEFT Checked by: D.R.B. _�;5 UIP05DEc SCANNFL BY St. Lucie Counter JUL 2 4 2019 ST. Lucie County, Perri Sheet Comm tt E-1 I�-158 OLM§r'r Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12 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 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 \ 5/8" th1 12 stucco 4 1 SLOPE block 12" H. .." COVERED .`. PORCH O FD 1=rnisfi Columns with 5/8" thick x 8% cut coral finished stucco bands 5/8" thick cut coral finished stucco bands LEFT ELEVATiON SCALE: 114" = 1'-O" R erveo MAY Permirk/" I 9 Sr' "`gP3j'nonr Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 0451.12 I ountr 2L ga. 5v crimp metal roofing attached to plywood deck using #q 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 4" 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 RIGHT ELEVATION 12 SLOPE EGRES PER D 3 ------------- ----------- - - - - - - sawass" 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" - 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Typ® NOA/F•L NUMBER Product Model # Manufacturer Giese Attachment method TagT gzpirati°n to Pressure ofe Approved Tests 1,2,3 FL# 11499.2 Single Hung Series 185 Mi Windows and doors pp� W pp �r t rom ead corner end L'y nn'tile�eeder thrag�a PT Hucktrnto load tilled CM wish maintaining an 7.5 edge detanae m stneL sdherencs Lo the product approval. ± LO paf A 11-1108,30 Overhead Garage Door Mod 1824/811 9'- 4 max. width IL -O max Neight DAB Walt WK u a r"van. � e/e s ia°""iti MLc S e d.=. et 0 ac. L"sfl� si :Y6io�s�ull"'t"hr�°'{p'.°a.`w "x re '�rie�iet.°ame:.aa am..r4�edov d.tsiior - �� to ie adhore to pr"duat nprovd r /IL' M ■ m rdl r 10-9-21 + 50.0/-60.0 oaf $ FL# ILL14.1 Fiberglass Design Pro/ Smooth Pro Jeld-Wan Eico I/4" die. tapcon with min 1.25' embedment at 3" max from corners and I i.b" o.c. max thereafter in head and jambs. + 50.0 PSF C FL# 16332.2 Sliding Glass Door Series 420 MI Windows and doors nc� corner end °., dOa he raw eRir ettrOLhaatug Max Ia Bwek into .ad tined i€iu well mamtammg min . ° .dye stance m strict adherence to the product approval.TEST + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method apiration Dato Design Pressure of Approved Teats Mullions FL# 15353.8 CM-18531 vertical mullion MI Windows and doors For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF Roof FL# 11661.12 5V Crlm Metal Roofin g Gulf Coast Supply and manufacturing 2L ye. 5v crimp metal rooting attached to pigwood deck using #9 x II wood screms with self sealing washer at 12' oc. max sparing over ASTM D [type 2) 30 lb felt underlayment installed with min. 4 side laps and C and laps tasternd with corrosion resistant tin eapa and with 1.25' ring shank nails apactd G o.c. at all laps and two staggered rows 12' o.c. in rield. Attach deck ci trusses using attachment detail on roof plan - 108.5 PSF Siding stucco on Block Soffit FL# 12148.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at V o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 0.12' dia. x 1.5" lomci rino shank nails with 3/8" dia. head +55.0/-35.0 PSF Hurricane Panels FI# 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2' din. solid set lead anchors with 1/4' dra -20 x 1.5" long 5S screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record light textured wcal concrete Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 29 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 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 4 1 SLOPE �I�■J c L — — — — — — — — — — — — — 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction 12 SLOPE COVERED PORCH REAR ELEVATiON Gulf Coast supply and MFG 5v Crimp Metal roofing FL #11451,12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" III screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ili felt underlayment installed with min. 4 side laps and L" and 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 detal on this sheet , .H. O'-O" = Finished Floor SCALE: 1/4" = 1'-0" 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 Plywood nailed at 4" o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. IWN(07 ICI 1=I 5/8" thick x 8"W cut coral finished stucco bands FRONT ELEVATION 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. base -board 11 II V 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR 11 #10/10 WWM on L mil Viaqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden It Br 'den AIA, PA W�ji ne Building Corp. Architect - Planners l S.E. Avenue Tel (11 281-8258 T W I N D JC Fax (ll) 28�7-8283 Spanish Lakes E-mail. brad naia comcast.net St. Lucie County Florida StuArt_ FL S,494 #AACOOOOS2 SCALE: 1/4" = 1'-0" 8'-1" BEARING O'-O" = Finished Floor ALL CONTRACTOR WARRANTIES BEGiN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING iNFORMATION (FORM 100) Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Budding Design is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: Roof Pitch: 412— Internal Pressure Coefficient: ±O_I8 Sub jectabdity to damage from: Weathering: Negligible Termites: Versa Heavu Width of Roof End Zone: '-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x O.6 = 0.126 Adjustment factor for Exposure Height: ASD denggn Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.6WL: O.6DL+O.to L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 paf Roof Zone: 2. +20.L/-51.0 Pat Roof Zone: 3. +20.6/-84.0 psf Components It Cladding Wall End Zone Width: 3r_4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 paf Wall Zone: 5. +35.8/-41.8 Pat Components it Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3Pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? yjj Are Components an Cladding Dt s Provided? Yes Minimum Soil Bearing Pressure:2.500 pal, Presumptive: X Bg Test: pal ROOF LIVE LOAD: 31 psf FLOOR LIVE LOAD: -Alk— Pat ROOF FLOOR DEAD LOAD: 10 Pat EAD LOAD: 10 oaf JOB ADDRESS: Model: REAR PORCH LEFT To L,11OAA114 0 = Roof Zone I Walls Zone 4 = Roof Zone 2 Walla Zone 5 END ZONE M co Corner Zones Roof Zone 3 )ate Drawn Revisions SCANNEG Sheet Comm # 4-22-19 BY Drawn by: St. Lucie C() _ 1 C.G.U. (� CD 1R.Bby l /�� Q /ni OF 5 FLOOR Racess top plate L"w x 3/8"d Counter top - verify type 4" for steel support angle with contractor � C R A S H P 0 S T D E T A I I sae detail on this shoat 12" x 12" Concrete column 12" TYPICAL NOTES: SCALE I/4" = 1'-0" N.T.S.(2) #1 bars ck filed wVertith .tied t into d I. Contractor to verify ALL notes and dimensions prior to steel high by 4" diameter lintels above steel crash post. Floor Steel countertop support angle � _ , proceeding with work. Flange with 4 - 3/8" Install L' from each and and J Base cabinet (4 FLAN 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into one in center of counter. see angle detail 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab 13/8"t 50 kai steel plate) 2" x 8" woad studs a minimum 1,400 P.S.I. fiber stress. I/2° drywall at 16" o.c. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2V 24" 2" x 8• PT wood plate 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 Attach buck to block wall with O ' 6. Dr wall at ceilings shall be leveled and attached to bottom chord y g o 1/4^ die. Elco cone screws with min. �3/8" 2�" 1 1/4" penetration et 12' o.c. max of trusses with screws per FBC Ri02.3.5. E4• and 4" max from each corner *07CHEN ISL 2" x L" PT Buck D FRAMING DETAIL i. ALL wood in contact with concrete shall be pressure treated. `/ 2h" Exterior wf°" 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. o o w.,„ 9 ALL lumbm fixtures to be low flow " 10. ContractortoProvide 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 surveyor to set in field. y," 13. Separation between residence and garage shall be per FBC R302.6 L" 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 14. Wall and ceding finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Ii All ex osed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. G psum board material shall conform to ASTM C36, Ci9, C4i5, C514, C630, C931 C�60, C1002, C104I,CIIII, CIIIS C12I8 C1395, or C1396 and shall be installed according to the following: (FBC RI02.3.5� Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail arang options for metallation of dr wall into Spacing Maximum wood Framing mom era Nails Screws 2 x inn. thickness Calling Perpendicular 24" 1" 12" 13ga 1 3/e4 long with 19/44" head 0.098' diameter x 1 1/4" loin annular -ringed or 5d cooler nail Y2 OR Wells Direction IG " 8 x IL 0.080" dia. x 1 5/8" long with 15/L4" headR Gypsum board nail 0.080 4a. x 15/8" with 9/32' head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" lloong with 19144' head O 0.098' diameter x 1 3/8" long annular -ringed or Ld coder nail s 0.092" dope 11/8" long with Walla Either IL" 8. IL' Direction 1/4" head OR Gµ1psum board nail 0.0915" die. x �/8" with I9/G4" head. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13i.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CIIi8 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. 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 srds laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. In field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal with c(0) IOd x la 1/each atruss ( 24" o.c.) supporting Max. 18101ba. uplift Aluminum Drip is Edge t Fascia 2' x L" Sub -Fascia Kagcon full o vent vingl sorrit using 1/8" dia shank x IS" long roofing nails with 3/8' dia. heat product approval - see chart al 5/8" thick light textured stucco on typical concrete block construction #5 bar vart, w/ 50" overlap at each filled cell Grade TYfi ICA #9 wood screws thru jamb into buck t each doge and max and Detail at Door prior to door attachment 15'o NTS INSTALL VULKEM BLOCK SEALANT 00 ON ALL JAMB, HEADER, AND a" via �• I SILL BLOCK PRIOR TO BUCK �, I IL MABATH INSTALLATION i 2" I I 1 x`1 KITCHEN �„��� I LAY -I I Install window thru buck into r AAv�.. LAUNDRY ,� .� I LAY-i l 2x I '+' black eth 3/I6' tap -con with �t I sx I 1 1/2" penetration at L o.c. max 2" I from each carrier and 20.' o.c. max I I I thereafter at jambe and 20' o.e. max I P. I I (tenor face at head and all per product approval LAY -I I I wall Buck to be 1" x 4' PT LAv-i 2" 2" 2" 2" �I I J Vim1 2" 2° 7 aNwwa 3' x YIC-I s 1 I°x4" P.T. Buck nailed to er,e°'S�iC P 2 Ti c.o. Detail a t 111 I n d OW S ock with case hardened nails BAT prior to window attachment # 2 3' 3" SANITARY RISER NTs rite � window Schedule Mark Size Rough Open. Window Descritition PRESSURE ZONE I. 4'-5%"x 4'-L%" 54�e''x 54ye" Single Hung ZONE 4 2. V-2 'a"x 5'-3 %" 15" x 43 %!' Single Hung ZONE 4 3. X-2" x V-2%' 21Y,"x 38%' Single Hung ZONE 4 4. 3'-1' x 5'-3%" 38' x L3'/4" 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 openin5i dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0' X 1'-O" 108" x 84' Overhead Garage Door ZONE 4 B 3'-0" X 4'-8' 41' %," x 83N' Fiberglass Panel - Inswing ZONE 4 C L'-OR X 1.'-8" TV x 81 'V a =''°' Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - L-Panel -Br-Fold Finished 24" x 81'V E 2'-0 X C-S" Solid Cora - Wood - L-Panel P 5'-0" X 6'-8" Solid Core - Wood - L-Panel - Bi-Pold G 2'-8" x V-8" x I'/," Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - L-Panel J 2'-0 X P-8" Solid Core - Wood - L-Panel - Bt-Pold 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 openng dimensions to be verified by contractor with manufactureris specs prior to construction 12 � Masonry Beam PRE-ENGINEERED TRUSSES I" x L" P.T. Buck nailed to / 4 at 24"o.c. TYPICAL block with case hardened nails (shop drawings by manufacturer) prior to door attachment V�\R-30 blown fiberglass in bottom chord of trusses 1/2" drywall with smooth finish Two rows of beam block filled with concrete end (1) #5 bar gont. in each row. Substitute ad precast lintel filled with concrete and (1) #5 bar coot, for bottom row over openings #1 1/2" dr wall over I" x furring strips at IL" o.c. with R4.1 frfoii insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ba Mortar to be Type 'M' onig proportioned per FBC R401.1 and Mortar Joints shall comply with FBC R101.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill call with concrete and (U #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 L"xV #10/10 WWM on L mil Visqusen over clean compacted termite treated fill IIIIIIIIIIII Ii�111 (lliul a L SECTION I�i���� III- 14" x 14" Concrete footing with (2) #5 bars coot. and #5 transverse bars at 48' o.c. Scale : 1/2" = I' - Verify att hment hole (ocatio with GC prior to fal ication 3/8" thick steel brack 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 Use 3/I4" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20' o.c. max thereafter at sill per product approval I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door "r 12" L" COUNTER TOP BRACKET DETAIL Masonry Wail L= ..,. •.: r' Y.. •..",;: . .., a .• .. v:.,:., Bottom Trac .: Typical Flooring sill Install SGD thru buck into block with 3/IL" tap -con with sliding D oor + a l l I penetration at L" De tall max. . fromom each corner and 20.." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Braden It aden AIAa FA Archite s - Planners 411 S. Coconut Avenue Tel UI 12) 28i-8258 Fax ( 2) 28I-8283 E-mail: br denaiaecomcast.net Stuart. FL 34 94 #AAC000032 t12 pL. r AN I IV/ 0LA\M 8'-I0Y2" Ile Y2 ° EGRESS Filled cell under girder above _ 13' b PORCH - ° WIRE LATH I STUCCO CEILING 19'-9" °- III Ulm U � r n.U-u a N F w� EN 0 I I I I -O" to 9'- F.F.OiL Vault; Ceiling 19'-5" GREAt ROOM I I i I I MASTER BEDROOM 8'-0" A.F.F. OIL Flat Ceiling I Rod I shelf L----- - ° in a r sl M �I J �I OSE� gel L - - - - - Rod I Shelf 0 31x A9HER DRYER 2" LAUNDRY o 9'-e" A.F.F. :ed Ceiling I NING ROOMII IKV4 gh 3/8" thick steel I counter tops to T iter top supports overhang wall 1.5" v s to eq. eq. ® _ La Vanity to be 34 Y, " high , M I r O� 0 W gL W IL s W ST. T in A " P CAB T `_ _ - - - cu DW 1 ° +41" high wall SECOND I K170HEN � � BEDROOM o a1 _ 8'-0" to 9'- " A.F.F. OL8'-0" A.F.F. OIL_ O cn Vaulted �ellin9 pper cabinets to ( ri Flat Ceiling I b extend va Ref- 0 I r I I - NON VENT REP I❑I ° I I A"LOLEA11 ',. H.B. L Q NING I N Nt- -II Batt. In"ulation = 4"4 Steel Ballard 1111i3i clserde autoE THIRDSee detail on this sheet E ch___wBEDROOM 22'x 5I > /Atic AccI {{ 21witlight L_- - _-J iA 8'-0' A.F.F. 8'-O" A.F.F. Flat Ceilng Flat Ceiling ,4RAG�EJO Block wall in g rage t l be \MTri struck block 13'-O° R-II Bases InwlsGon 150 Am Provide auto Panel p EMERGENCY closer ------------- EGRESS ° r--- i r-----------------i ° O i i ° B i I I I b _ IGOLF CART ' ° =ry GARAGE 1 (17 in I I 13'-O" io -- ° I I 0 °° ° °E - - °° ° .1p° A 2'-8" O 9'-O" 2'-8" G'-4" -8^ Square Footage Breakdown Total A/C Space = 1,153 eq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 11,024 under Roof Total = 2A84 sq. ft. Wgnne BUIiding Corp. MODEL: Date Drawn : Revisions Sheet 4-22-19 THE WINDSOR REAR Drawn by: 2 PORCH c.c.u. Spanish Lakes LEFT Checked by; St. Lucie County Florida D.R.S. OF 5 Comm # l5-158 ..J I IN 1.1 L. I 1.1 rN, /`''t " I X L/ I I.— ..a : 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/ 4 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/ 6X4 10/10 WELDED WIRE MESH REINFORCING ON 4 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. S- 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. 4• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 7 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) = 47 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-14, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A — Sol STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI IS, ALL STANDARD LUMBER SHALL BE SYP WiTH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G18S 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.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings Upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to q'-ll" 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 Surveg - Form Board Surveg 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-14 and A-35 specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ 30" overlap - at each filled cell PIC L 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. 14" DOTING DETAIL J SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. •� : . I : �.. .�'. — 10" (2) #5 bars cont. bottom steel 12" DETAIL AT 4" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12' x 12' concrete column block filled with concrete and (2) #1 bare vert. tied ';'• into lintels above Verify house slab height in field Top of Tooter 16" below finished floor Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADES \ SCALE: 1/4" = 1'-0" r— — — — — — 12" x 12" concrete column block filled U pt. with concrete and (2) #1 bars Vert. tiel 1 Into lintels above 1 35'-0" Pr 8'-10)2" 28-10)12"m 10'-O"— 1 ° °N � ® � �� — � Pilled cell unde� I FI — I L! girder above I O I FI I 0 6 4 p Rear Porch Slab to L FI I p 1 W1 be poured separately I I O from House Slab. 9 h- I NJ F,�ii24"wicxel4"d x'n24tL if A OE ° ° ° ° ( under ugirder nder iib arngled l I I O r FI Rear Patio/Slab to = FI be flush with bottom of sliding door recess. Slope I" i I FOOTING SCHEDULE Mark size Description F1 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTIN US 12"W X 14"D MONOLITHIC FOOTING - 6" STEP DETAIL ON T SHEET 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY II F 8"1111 x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUA s P5 M"Wx 14"D With Curb at Garage With FOOTING WITH 2 95 BARS CONTIN' 9MONOLITHIC US - CURB O'-O" 4 12"W X 18"D MONOLITHIC FOOTING - 4" STEP DETAIL ON T SHEET 4" concrete slab with fibermesh OR CxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL #5 bar val w/ 30' overlap at each filled cell Adjust curb height based on gar_ floor slope. #5 bar in curb \ gir 75=_ O IIIOII 30"x30"x1V concrete i Mid I — column footing with (4) #5 bars each ukag 30" )LUMN FOOTING DETAIL SCALE 1/2" = 1'-0" SCALE 1/2" = 1'-0" TYPICAL 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 0' 14"w x 14"d concrete monolithic Footing with (2) 95 bars cont. ILfY GARAGE CURB DETAIL _J bC.ALt I/1- = I-- 4" concrete slab with fibermesh OR 411xV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill i #5 bar cont. Ln 10" (2) #5 bars cont. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN SCALE 1/21, = 1'-01, Termite Protection for r ew1Construction. Soil treatment used for subterranean I termite prevention inside the foundation perimeter shall a done after all excavation, backfilling and compactio is complete. If soil area is disturbed after Initial hemical soil treatmer area shall be re —treated with a chef cal soil treatment including spaces boxed or framed. Treatment must be in accordance wil the rules and laws established bg the Florida Departmer of Agriculture and consumer services. Protective sleeves around metallic p 6ing penetrating concrete slab on grade floors shall r t be of cellulose containing materials and shall receive application of termic,de ,n annular space between s eve and pipe. 2" x 0 PT wood secured with \ 3/8"dia. x 4" anchor bolt at 18" o.c. overhead door tract jamb per manufactur Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES ST IN PERMIT INFO BOX ON SHEET #I. SEE PRODi APPROVAL FORM FOR MANUFACTURER MAKE Filled Cell Masonry Column With One 45 From Footing To Beam Each. Fill Conc. Fill To Be 3000 PSI See Floor Plan For Location # Double Filled Cell Column Sin, Braden . rchi ecured to wood s product approval � D NTS ) MODEL. Cell Masonry Column With One From Footing To Tie Beam nc. Fill To Be 3000 PSI e Floor Plan For Location O =.�.... lic l Filled Cell Column NTS I —i 1 1 ° I 4" concrete slab with fibermesh OR v� 611x6" #10/10 WWM on 6 mil Visqueen over !vu I clean compacted termite treated fill a q ° la oin I LL all I o I ASHER DRYL'R I I II —i I I _i O —i II ° -' I I _a I ST. 0 r I °I I° b li 31 cil I I DW I o o , I i " I \" I 4" concrete slab with fibermesh OR FI 6 x4 #10/10 WWM on 4 mil Visqueen over clean compacted termite treated fill MNON--V I °� NT H.$. Q 00 o 3e• CLLAR OP@NING I I r--- rn -- A/C F ° #1 ° 4"4 I See Steel Ballard detail on this sheet I I F I I I I 11i�=1 IU, I, I" aJ I I u1 (L I I 5-23-18 I 00 I 5-23-18 I o I a FI I Meter and panel Dn either side of ouse field venfg I I E o ° °o service location ODI E i— -- --� " 4st p I I° 01 I W —i O t_ _ I 0 1 I j E I Cr I I V-C I 5-23-18 L � ® E —— — -- — — --J OoAzp ° L— — --�------� o ° ° O 1.5" Recess for E EE— ° ° ° 1.5" Recess for E O ° Garage Door Garage oor , 2'-8" iraden AIA, PA ULinne Building Corp. :ts - Planners -. Coconut Avenue f2) 28i-8258 THE I I w I I j�l D S O s '_ I I I `� 12) 2 g1-8283 Spanish Lakes adenaia comcast.net St. Lucie County Florida 994 #AAC000032 5-23-18 9'-0" 1 2'-8" 1 6'-4" 1 -),-A" 1 9'-0" 1 T-e" MODEL: Date Drawn Revisions Sheet 4-22-19 REAR Drawn by. PORCH c.c.u- 3. LEFT Checked bg: D.R.B. OF 5 E001IR Comm # I5-158 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" CDX Plywood 4. Use nails or screws bas d on reure for roof stated in permit info box on t�elie pPassns for zone 3 Ke Area Edge Field Fastener Pressure 66 Zone I 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank lL pat Zone 3 8d ring shank 84 psf ** Zone 3a 6" 6" 48 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan �1 Rebar to Lintel Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam black sisal. Provide Cast -Crete 8U8-OB/OT precast lintel set in mortar Min. 8" Bearing 12"x IT' Column Block Provide #5 bar set inpro-castROOF F L A ' ` Scale : 1/2" = 1'-0" lintel into beam where length of the opening calls for it. — Overhangs at 1'-0" unless otherwise noted on this sheet — Roof pitch at 4:12 unless other Ilse noted on this sheet 'I I•'•,' i I•.�. '�,73;td"'�'Lrt kt; ' y,. .tYlrl Provide PT Buck attached per iamb r..,..}i stalls into filled all 4" Pre -cast Bill J Jill r;� a — Truss shop drawings to be prow ed by manufacturer Any changes to this plan shall e submitted to the architect for approval in writing prior to starting construction ALL TRUSS TO TRUSS COt NECTIONS BY TRUSS MANUFACTURER Architect t0 review Truss Sho Drawings Prior to construction for layout and u lift verification Poured Filled cell _ Contractor to provide for Forn Board Survey and to provide Form Board Survey to Truss mpany prior to truss construction o Provlda #5 bars with min. 48 bar I meters overlap in filled cell. Tie filled cell steel into continuous tooter steel. Concrete Footing �;-�: J• " 6:'; �:_ : (see tooter schedule �...--:..... •,�:._.......:' Por exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' blocking to Vert, leg or truss with IOd x 1.5 nails at 4' o.c. Install Simpson MGT into wall using 5/8° dia. threaded r�d sat min. 12' into met beam and (A IOd nails into truss Rebar 48 Bar Die. TRUSS BLOCKING DETAIL Min. Overlap AT GIRDER STRAPPING AT CENTER BEARING POiNT Attachment 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 Tube 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at V o.c. in field and edges with IOd ring shank nails into studs. 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 1.50 wood screws with self sealing washer at 12" c.c. max spacing over ASTM D (type 2) 30 lb Pelt 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 \` Additional Precast Lintel "A" u B n #5 bars a Lintel Bar Clear T �CLEAR ength Length Span Bars Bars 2'-IO" 2'-8" I'-G 2,#3 none t----" 2,#3 none BFB-OBAT SFS-ISAT 8FB-IB/2T Addtional 41-0" V-10" T-8" 2,23 none #5 bare ,r•"k''. 2.#3 none CLEAR4'-G" 4'-4" 3'-2" r y . ..,,. One Raw of °H' :,,:;;� j.:.`.r; Black Above :,�;....? P. 5'-4" 5'-2" 4'-0" 2,tt3 none _" recast Lintel `': 5'-10" 4'-4" 2.44 none r ?'i '*"if '•' "' G'-G" G'-4" 5'-4" 2 u4 more i r Additional / #5 bars .0 l'-G" l'-O" C-2" 2,#5 none BFIL-IB/IT SFIL-I15/2T 8'-4" 1'-10" 1'-O" 2,45 none NOTES: I. min. coverage or steal-1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade GO. 3. standard for reinf. steal=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D unit WidthSlie Lintel Cast -Crate S sedieaUon Rows of 'H" Block Above " Bottom Steel Sim ToP Steel Size Max Gravity Load (PLF) Max Upiirt Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-4" 8F8-015AT I a5 3069 1549 1024 L31 1 ®" 3'-1. 4'-O" BINS-OBAT 1 #5 2541 11 'IL3 L45 4'-5' W-10" are-OBAT I a5 1105 909 339 L50 5'-O' L'-0 8F8-OBAT I #5 123e 835 121 LLO L'-8" T-L' eFe-OB/IT 1 #5 1011 121 634 L80 8'-0" 9'-4' 8F8-I8/2T I u5 2 #5 952 1 Soil 512 L90 T-ON 10'-4" 8F8-IB/2T 1 $5 2 85 1.43 1 Sao 401 L90B T-Om 10'-V SFIL-I5/2T ONE I u5 2 85 1533 1 1183 401 WOO 10'-O' ll'-4' 8F8-I5/2T 1 #5 2 #5 582 1 494 452 LIOOB lo'-O" II'-4" SFI4-I5/2T ONE 1 a5 2 a5 1341. 1 1028 452 LI20 12'-0" IV-4° 8158-18/2T I a5 2 #5 411 428 324 L1205 IT-O° 13'-4" 8FIL-II ONE 1 #5 2 #5 1019 110 324 L140 14'-O° IS'-4" SFIL-I15/2T ONE 1 #5 2 #5 1260 609 259 LILO IL' -Ow rl'-4" 8111 1 #5 2 #5 300 192 194 L140B IL'-O" IT-4° SFIL-IB/2T ONE I a5 2 a5 950 500 194 - 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 SAF€ LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" 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.) supporting Max. 18101be. uplift Aluminum Drip Edge it Fascia 12" 2' x L" Sub-F Kagcen full o vent vinyl adlit installed uurwnngg 1/6 dia shark x I.5" long gale. radaig nods with 3/8' dia. heal per product approval - sea chart sheet #1 12' x 12' concrete column block filled with concrete and (2) 41 bars Vert. tiI into bntals above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND Top of tooter IL" below finished floor 12 4 1/20 thick stuff attached to hi Fr withna no tans than I- honwritai wood into vertical w Aluminum Drip Edge t Fascia Poured Concrete or concrete hick mall Poured Concrete or \ concrete block wall Concrete Anchors f Manufacturers Specs Flash and Counter " flash Nail ledger to gable and truss with 12) IOd ds at each web III lath vertical wood s to provide .ration into 3/4' 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/Slab to be flush with bottom of sliding door recess. Step per foundation plan - a Slope per foundation plan Wood i Anchors Per era Specs 4' Max I I � n I 2v' v 2 vac I I I v 1 b 1 a` r i i I I I Z I 0. I A, I I I I I I I I i � I iw t Aluminum Panel Sizes per manufacturer — See Tubical Stud Detail 1/8' x 3/= Wing Nut a/ appropriator washer and spacing is per manufacturer's Details 4 .091' e c m n I�4 Stud Detail Stud w/ Die Cast Zinc Nth Nickel Plated Wing Nut nts Brace Gable and with 2" x 4" SYP #2 8Pt back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEEII Wo., i e 24"o.c. TYPICAL ( shop drawings by manufacturer ) �R-30 blown fl rglass in bottom chord r trusses -1/2" drywall with ooth finish Two rows of be block filled with concrete _and (U #5 bar nt. in each row. Substitute precast lintel fil d with concrete and (1) #5 bar cont. for b tom row over openings 1/2" drggwall o r I" x furringg strips ai IL" o . with R4-1 fl-foil -insulation on ti. ical 8" Block walls All drywall to installed per FBC R102.3.1 and shall meet Ill pertaining ASTM codes, Mortar to be ype "M" only. proorti fined per FBC R401.1 and Mortar }oi s shall comply wit h FBC R401.2.1. Provide Our- Rock at all wet areas (ex. showers, tubs etc... Fill cell with c rate and () #5 bar Vert (typical). Max. spacing sh I not exceed 48" unless oche Ise noted see foundation an notes for spacing at open gs 4" concrete ab with fibermesh OR L"xV 910/10 WM on L mil Visqueen over / clean comaae d termite treated fill ����=����=���������—_—.... .... III IIIIII -IIIII-III ZVI I _ ', �. �*' I IIII = IIIIIIIIIIII—IIII IIII rin F1 14° „I; III 3 T Ical Section at From Porch Scale 1/2" = 1'-0n Braden t raden AIA, PA Archite is — Planners 411 S. . Coconut Avenue Tel j 2)281-8258 Fax 2)281-8283 E-mail: bdenaia8comcast.net Stuart_ FL 39L #AAC000032 to N � X t O % N B .j o °a � a' =s i1 N u ,, a to V AM O O E to_ u N s O I Provide downspout Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8° die, into threaded rod with min 12" beam either wet set or in embedment epoxy with hurricane anchor at each truss (22) IOd nails into truss. Add leg detail blockingg to ( 24" o.c.) supporting Max. ETA 20 truss per on this aheet� 1810 Its. Uplift FIN RT IVAN VAA 1 FAA MA A I PA AF PA Ar INA WA A 61 Avg 0 an— wm Rm El mew nIN saw Wvine Building Corp. THE WINDSOR Spanish Lakes St. Lucie County Florida ETA 20 2O ------------ Provide for gutter Simpson HETA 20 hurricane anchor at each truss Provide downspout ( 24" O.c.) supporting Max, 1810 lbs. uplift MODEL: REAR PORCH LEFT Date Drawn Revisions 4-22-19 Drawn by: c.c.u. Checked by: D.R.B. REVIEWED FOR C'LCOPIt r, a-r X x� NB ID D� <� o d ` f1 N = N 4 C F— � C: 119 N u W E OD Nto -q- Sheet Comm # OF 5 PANEL "All Poles BR Load Wire Description arc* tire# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 6 L Range #L 12.0 kw 60 2 � e I 120 1 1.8 kw #12 Pump 9 1 10 D er #10 5.0 kw 30 2 u 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 14 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Racepts #12 - 20 1 I 20 1.6 kw #12 Kitchen S.A.C. 19 20 RecepLa 412 20 I I 20 1 1.2 Its 912 Clothes Washer 21 22 Racepts #12 20 1 I 20 0.81 kw tt12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 26 1 26 Recepts #12 20 1 1 20 1.92 kw #12 21 1 28 Recepts $12 20 1 I i5 #14 General Lighting 24 30 Racepts 812 20 1 - I I; #14 General Lighting 31 32 Racapts #12 20 1 - 1 15 #14 General Lighting 33 34 Exterior GFCI #12 20 1 - I i5 #14 General Lighting 35 34 Bathroom GPI 412 20 1 - I 20 412 smoke Detectors 31 38 General Lighting #14 15 I - I 20 #12 Bathroom GPI 39 4o General Lighting #14 16 spare 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lightmg..l3. watts sq. ft.> ,Small, ApplianceCircuit(s) ,,,,,,,,, ,,,,,,,,, ,,,,,,,,,,,,,,,, .Range .................... ......... ......... ................. Rgfrlgerator ....... ....... I ......................... .Microwave..................................................... Dish.. Washer ............................. I .................. , .. Clothes..Wpa#lei............................................... Clothes..Dryer................................................ .Water..Heater................................................. Water Pump Garage. Door .Opener 1135 3 6,205 2 1,500 3.000 1 12.000 12.000 1 11200 11200 1 1.500 SOO 1 1200 _ 2200 1 1200 1,200 1 5,000 5,000 1 4.500 4.500 1 1,800 000 I 810 810 Total Watts 31AIS First 10000 Watts 0100% 1 10.000 10.000 Remainder 21,415 e40% 1 O 10,9L4 Electric Heat or A/C 10,000 e65% 1 00,000 10,000 Calculated Load Watts $0,941. Voltage 240 Calculated Wattage Divided by Voltage = Total Amps L 129.03 Panel Size Required = IkP Amps Electrical Symbol Legerd $ Single Polo Switch ® Recessed Can Light Sa Double Pole Switch ® Eyeball Recessed PS Push Button Switch Exhaust Pan Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light Waterproof, ground fault interrupterro Light with Pull Chain (attic) ® Ploor Duplex Outlet @ Computer Connection Jack Q Carbon Moncoade Detector 4& Flood Light QT Thermostat m Electrical Panel Q Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack F3fl Telephone Jack ac Disc 6 A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hoot -Up ❑I Intercom ® = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper were 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. S. 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 RMIL02 10. A/C Refri erant lines that are run thru slabs must be sleeved in f VC 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 pay for all fees, permits, testing, and inspections including blower testing where required, 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 16. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. IL. 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. 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 agatem 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 telebhone combanu. 3 TON SEE MANUAL 'J' and Energy Calculation for Unit into AiC so #2/0 Alumnus feed AMP I i/i' Conduit PANEL 2' PVC 2' rod service PPL I o°s6 C"Ao"Prslariin stab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manuracturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.G. 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 by 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 PORCH 141 CFM IOxIOxl GREAT 141 CFM IOxioxl DINING i ROOM I 141 CFM IOx1Oxl -•• 124 CFM IOxIOX6 /MASTER BEDROOM 12x12x1O B/A 124 CFM r F _- - IOxIOYA 12" I `J I I 124 CPM IOxlOxc I iGIT�CHEN IL' NON VENT (� REF. 38' CLEAR i'y2�0x2O T I R(A- I L OPENING �F'�elllrlg - - - - i - \ 114° 40e Steel Ballard I See detail on this sheet I I W r 22" x 54' I > I /= Attic Aeeew I light I C 1 L I Q I _with _- tR , 48 CP 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 8x4x4 9 CFM Iniiiiiiii ■ytl I LAUNDR r-w [own BE 8x4x4 50 CFM L 16 CFM 8x4x4 Il CFM 12xLxl SECOND BEDROOM THIRD IoBEDROOM IOCFM xixL 150 Amp Panel GOLF CART GARAGE I I I I I I I I r�ECHA�.ICA� �. 14YCUT O= THERMOSTAT LOCATION rj C A L E l 4- I' Braden It B den AIAI, FA Architec - Planners '411 S.E Coconut Avenue Tel (i ) 281-8258 Fax (7 ) 281-8283 E-mail: bra enaiascomcast.net Stuart_ FL 349 6 #AACOOOOS2 Vent thru Tfl -soffit Install oulet under disc. not shown for clarity i� PORCH \ `� WP GFCI MASTER BEDROOM i�--4@ i r 111 � 1 I I " I I 7irr GR� EATI ROOM i LOSET I L-- I I \ \ o \ WASHER DRYER I \ \ LAUNDRY DINING I �\ 4K ROOM I ; I34 1119", / i ANTRY \ \ CAB 1 _ � I e 1 :1 JAI I:1 V SIC sl� III Wire For , Front Post Light 4'4 Steel Be C.M. Detector Udb SECOND 1 `€3EDROOM 1 THIRD See detail on this sheet ( -" - - -BEDROOM r Wr ty�i _____ n 22' x 54" Attic Accom- 1 >I/ ( \ \ L _withJiplif I m •J s 1 �_l4; I \ \ I OPTIONAL PANEL LOCATION / GARAGE // � \ t / GFCI y GrCdb GO Amp IIVLJ GFCI / to owner \ GFCI Panel 0!9r - - - - =- --- ------i \ r-s�-----------i Garage \ Garage Door I Opener I \ I Door a I Opener \\� GOLF GARAGECT I I I I I to garage ylghts � GFCI I I I I GFCI Winne Building Corp. THE WINDSOR Spanish Lakes St. Lucie County Florida REVIEWED �OR CODE COMPLIANT ST. LUCII�ECOUNI WP GFCI ---"- ELECTRICAL FLAN O Post Light with Photo cell SCALE: 1/4" = li-O° Center Post Light between driveways MODEL: REAR PORCH LEFT Attic Ventinci Calculations Total Attic Space = 2101 sq. ft. FgC 2309.7 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revisions Sheet Comm # 4-22-19 Drawn by: c_c.u. E -1 15 -15 8 Checked by: D.R.B. OF 5 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO BE 5ET AT 2'-0ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A M DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' Spaniior less �60 degrees er ess -dy L ;ne ~ en approx. REFER TO BCS! -russ must be set :'n's way If crane used. '.USS .5 Or: ¢MOTp ¢, YGu, t!LS¢ TOY lot ri. nsist crane operator sets truss th%s way. 30' to 60' Span Spreader Bar Rog �— _ APProx 2/3 to Lne 1/2 of Span REFER TO BCSI iss must be set this way if crane used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. A AIR HANF:::>II ER 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. For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder Nails must be as shown. Guide tabs o Dome angle nails. Truss SEAT PLATES BY CHAMBERS ,r upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFU LY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. ® ARRANSE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH A AL Do not stand on trusses until they are braced per BCSI & roperly nailed to straps & hangers L i 19'-9" -- — - 11 C L l7/ INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1 ABOVE FINISHED FLOOR .- o U0, I` r, n J1 J1 J3 J3 �7 J5 J5 GRA A At , 1 I A2 1 1 A3 r A4 io A5 A5 I 5 I I A5 /I A5 I � A5 14,_9„ 3" 2" I A5 I A5 , 2. 21 /12 AS A5 1 1 / N I A5 A5 A5 " s; ATA INVERTED "V' WEBS AT CENTER o W/9' B-C. PANNEL. LOAD Wit(2) 50# POINT LOADS PER TRUSS FOR A/H/U AT ATA, AT e , i N e T SETBACK BOSTON HIP i O J5 J5 J3 /, J3 J1 J9 77/72 PORCH RIGHT CLOU' SfD i' AI SPECIA- CO r CHECKED C� INDIC.At DE %%-- PLANS., I I I .i AS ARE OF ;ERN & MUST BE EFULLY & MAY ATION FROM PORCH LEFT —1 D FOR PLIANCE COUNTY 0C The Architects or Architrt's r,p,escntati e's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and I, ' other construction criteria. Architect's approval covers general roof shape,' review of truss strapping, and loading o structure from gravity and uplift loads and their rasp rve locations Approved By. J I-.---rb ---- Dale: �"�/ -�-- _. Hradrn & ".t�...'.: .. 1. �:.,;. FABRICATION AGREEMENT ,RUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RI The legal description of the property where the trusses will be installed is: The undersigned acknowledges and agrees: 1. Trusses will be made In strict accordance with this truss placement diagl which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. written notice is rovideders Truss days of (ess delivery the undersigned agre sythat no b ckchacertified mailorges wilChaml be allowed.! Ir such written notice Is furnished Chambers Truss shall have three (3) business dal to begin repairs required, or to substitute other trusses, at Chambers option. es 5. Delivery istoJob site. tl isgthe buyep sorespons bi0lity to make the Job site Pa delivery. Chambers Truss has the sole authority to determi portion of the josite for ne the suftsbility of the Jc b delivery, Chambers Truss will be responsible for dump del The buyer Is responsible for additional delivery expenses If Chambers Truss has t! because Job site Is not prepared for delivery or buyer is not prepared for delivery ! Buy . er is responsible to Chambers Truss for towing costs due to site conditions. 6Price as shown in paragraph 7 below is subject to change if any changes an this layout. A $50 per our fee for revisions may be charged by £hambers Truss. ER Chambers Truss agre mhent a re son bHe price nvvoicetwilll be made on deliveryh and paid within tsum agreed er on delivery, Invoice may be made at scheduled date of delivery if buyer Cann delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss re at orney's fee for collections in event of,payment not timely made. 1-1/2 °%, per monl charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms h 9. In consideration of Chambers Truss extending credit for this material the unc Jnconditionally guarantees payment when due of any and all indebtedness nde Truss receiving material and the undersigned ecipient. ient, sincluding attorneys es, if defaultnpaym payment for material be mad 10. In the event of any litigation concerning this agreement Ixthe,tems fumished1i it payments referred to herein, the parties agree that the sole'Jbque fo�`any-guch a ' le Saint Lucie County, Florida. 11. Design responsibilities are per "National Standard And Recommended Guideli tesponsibilities For Construction Using Metal Plate Connected Wood Trusses4. ,NSI/rPI/WTCA 4 - 2002" IATED IGNED OR .TITLE r►spreaaer Dar maybe required per"BCSI 1-03' b pl event i jury &den Multiple ply trusses must be fastened together pe engines before they are set, failure to do so can result In rDof collal Temporary and permanent bracing are required and can sav and property and Is the responsibility of the truss erecto Study the contents of the Information packet included on del before setting trusses. Trusses must be setand braced per design to prevent injury & darnel Trusses must be got plumb and square Do not set bunks or stack of plywood, roofing material or a other concentrated loads on trusses, this can cause collaD; DO NOT SET TRUSSES USING THIS LAYOU USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSI CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Pierce, Florida ,34982-6423 { 800=551-592"' Fort Pierce 772.466-2012 Fez 772-465-8711" ' Vero Beach 772ti9-2012 Stuart, ' 772-286-3302 H Web Site: CHAMBERSTRUSSCOM Bottom Chord Dead 10 3 c , �I TOTAL Load 37 7.2 o Duration Factor 1.25 r( I N Wind Speed 165mph m 0 Top Chord C.B. Sheeting by builder. M Bottom Chord C.B. Sheeting by builder. Highest Mean Height 1511 v �-� Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. , Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 = 1' 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:10/07/15 Revised:03/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 71' CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11392 -7591a 5 Vit )lay