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HomeMy WebLinkAboutBUILDING PLAN!;,/ d" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELE\//4TION SCALE: 1/4" = 1'-0" Metal roofing and underlayment Intstalled per Product Approval as shown on sheet 1 over CDX decking - see roof sheeting attachment diagram on roof plan. 12 4 SLOPE S/8" thick x 8"W cut coral finished stucco bands o \ 8/8" thick light textured stucco on typlcal concrete block construction '-O" = Fin. Floor—————————————————————————————————————————————————————— — — — — — — LEFT ELEVATION SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows f Skylights Opening Type NOA/FL NUMBER Product Model 4 Manufacturer Glass Attachment method TEST Expiration Date Desi n Pressure 9 of Approved Tests 1,2,3 �{ FL# 239A Single Hun g g SH-1100A Impact PGT SAC 1/4" dia. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 65.0/-80.0 PS A FLU 15311.1 Overhead Garage Door Model 824/811 18'-2' max. width 14'-0" max height DAB Door Compan note xBuck to concrete b oc wit so i i e cellWith (1) 45 bar vert. using 3/8' x 6" Hilti HLC Sleeve anchors at a" o.c. th 1.25" dia. washers with min. 4" edge distance. Install track to buck rg (1) 5/16" x 1 5/8' full thread lag screws in each bracket maintaining min. of 1.5' edge distance — GC to strictlg adhere to product approval rovida 1/16" pushrut washer on roller shafts. + 50.0 / -60.0 P S F B FL# 15213.1 Fiberglass Smooth Fiberglass Plast-Pro 1/4" dia. tapcon with min 1.25" embedment at C, max from corners and 14.5" o.c. max. thereafter in jambs. C FL# 251.4 Sliding Glass Door Series 110 SGO PGT 1" nom Type "G5A" 1/4" dia. tapcons w/ min. 1 3/4" penetration to be spaced per product approval. Contractor shall adhere to min. 2 1/2" edge distances specified in Product approval + 60.0 PSF — Product NOA/FL NUMBER Model 4 Manufacturer Attachment Method TEST Expiration Date Design Pressure 9 of Approved Tests Mullions FLU 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) 410 x 1.25" self tapping screws per clip as shown in product approval. + IIS.q PSF _ Roof FLU 33818.2 5V Crimp p Metal Roofing Gulf Coast Supplg and manufacturin g 26 a. 5v crimp metal roofing attached to plywood deck using 49-15 x 1.5" HWH wood screws with self sealing washer at 12" o.c. max spacing � per System no. 5V—T4pe I for max pressure —94.25 psf. Install per system 5V type 2 for max. pressure of —131.0 psf. Fasteners shall be installed through underlay— ment and attached to/through�p I wood per sheeting attachment detail on roof plan. Plywood to be 19/32 2�x. Roof Zone 1/2E/2R: — 94.25 PSF 2N/3/3E/3R: -131.0 PSF Underla y # FL 208�6.1 DuPont Protec 160 Tgvek DuPont Install two lagers of T vek orizontall in shingle st le fas ion using " and hh 4 y y yy 9 6" overlaps. Install using I" dia. metal or plastic cap nails at 12" o.c. along p g p p g course and end laps an a single row 24" o.c. along middle line of the field I.A.W. the product approval installation instructions. Stagger top layer using 24" undercourse strip parallel to eave edge and cover with full sheet. Overlap successive sheets bg 2C' I.A.W. product approval installation instructs ns. Siding Stucco on Block Soffit FLU 16503.1 12" Tripple 4 Full-O-Vent Single SPAN VINYL 30f=f=17 Kagcan LTD Install using 2" x 4" PT battens attached to wall using 3/14" dia. with I" min, embedment into wall. Attach Soffit channel to wall usin 0.091" dia. x 1.5" T-rails at 12" o.c. per detail C in P.A. Install X channel to bottom of fascia using staples into soffit and same T-nalls at hem and in valle s per detail A in P.A. ( roduct approval) + 55.6 PSF have reviewed the above and approved it bg mg seal below. ( Architect or Engineer of Record N_ OX. :)" = Flnlshc -I" T S/8" thick x 8"W cut --- coral finished stucco bands 2" x 4" top plate 4" concrete slab with fibermesh OR 6"x6" 1*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill base -board arage Finished Floor Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting �.)/ �_) t,.uu Zvi ul stucco on Lypicai concrete finished stucco bands block construction REAR ELEVATION Metal roofing and underlayment Intstalled per Product Approval as shown on sheet 1 over CDX decking - see roof sheeting attachment diagram on roof plan. . ......... ...... .... 12.. .. .. .. .. . 4 SLOPE 8/8" thick light textured stucco on typical concrete block construction FRONT ELEV/470N 1/2" drgwall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. 2" x 4" P.T. bottom plate Interior Non -Bearing Fartition ELEVATION NOTES: — RETURN ALL STUCCO BANDS TO WINDOW OR DOOR, ntS O � L a--) Q) E `— L O U N O cy cy thick x 8"W cut finished stucco bands QL .n oC) SCALE: 1/4" = 1'-0" 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" S/8" thick x 8"W cut coral finished stucco bands Finish Columns With 5/8" thick cut coral finished stucco bands PERMITTING INFORMATION (FORM 100) 2R 1. 3E 2N 3R 2N Florida Building Code Residential: ITH Edition and ASCE -1-16 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Speed: 168 mph ultimate Mean Roof Height: 13'-8" Roof Pitch: 4:12 (7-209 2E 3E Internal Pressure Coefficient: +0.I8 3E I �� Subjectability to damage from: Weathering: Negligible Termites: Vero Heav4 2N 2E 5 Width of Roof End Zone: 4'-0" 3R 3E Wind Exposure Classification: C Adjustment factor for Exposure Height Using Allowable Stress Design and Load Combination per ASCE -1-10 Section 2.4 DL+LL; DL+0.6WL; 0.LDL+0.LWL 5 Exp Height Ad j Factor: 1.00 x Load Combo Factor 0.6 = 0.6 applied below 212$TO ROOF FROM CABLE ROOF Components t Cladding Wind Pressure: Zone: I, 2E +15.0/-39.0 psf Zone: 2N, 2R, 3E +15.0/—sI.O psf 2R Zone: 3R +18.0/-69.0 psf 2R I 3 2E HIP ROOF Components t Cladding Wind Pressure: 2E 3 Zone: 1 +18.0/-31.0 psf 2R Zone: 2E/3E +18.0/-41.0 psf 2E 1 Zone: 2R +18.0/-53.0 psf 3 I' 2R Components t Cladding Wall End Zone Width: 3'-0" 2E 5 4 3 WALL Components t Cladding Wind Pressure: Zone 4: +23.0/-28.0 psf � Zone 8: +23.0/-31.0 psf Components t Cladding Wind Pressure (NET) on Garage Door: 5 Zone 5: +32.0/-41.0 psf HIP ROOF 2:12 Shear Walls Considered for Structure? Yes TO 8:12 PITCH Continuous Load Path Provided? Yes E::] = Roof Zone I Are Components an Cladding Details Provided? Yes Walls Zone 4 X Minimum Soil BearingPressure: psi, Presumptive: B Test: 2 800 P P y P _psi This Building Shall Have the Following: END ZONE no = Roof Zone 2E/2R APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: Walls Zone 5 CORNER ZONE � = Roof Zones 3/3E/3R ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 psf Attic w/out storage: 10 p p g psf FLOOR LIVE LOAD: 40 psf FLOOR DEAD LOAD: 10 sf Attic with storage: 20psf Roof Zone 2N ALL CON7RAC7OR UJARR,AN7ES BEGIN UJHEN THE CLOSING OCCURS BETUJEEN THE BUYER AND UJY>\ NE BUILDING CORD AND UJILL CON71NUE FOR ONE YEAR FROM THAT DATE Digitally signed by Daniel R. Braden Date: 2021.08.19 14:59:02-04'001 II r1 �1 J Ll1 LL LU U m 1.� (X W O LLI = V O " Z W Oo cal � O z>LnOC); o 06�s r I— Q Z 00 N � # 1 ((AG CA CA o -Qall� ~ W �X�i -1 LL mN SHEET NO: I. OF S. JOB NUMBER: 6 - 3 0 0 S o\ o4, so AVM 9770 o�C� �a n0 FLOOR FLL4N .4„ TYPICAL NOTES: SCALE 1/4" = I'-O" 1. Contractor to verify ALL notes and dimensions prior to w.H. = Dater Heater proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 0 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix �. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 2�2" 2,," 12. Lowest finished floor to be set by Governing Building Department �Z" 6„ �2" surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.� 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door 15. gall and Ceiling shall have a flame -spread classification of not greater than 200 pper FBC R302.9.1 1�. Wall and ceiling finishes shall have a smoke -developed index of not greater than 45 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R31� - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C3�, C19, C415, C514, C�30, C931 C`1io0, C1002, C1041,Cllii, C1118, C1218, C1395, or C139� and shall be installed according to the following: (FBC R102.3.5) Dr wall Thickness Location Orientation Framing Member meof Max. spacing p g fasteners Nail sizing options for installation of drywall into Spacing Nails Screws Mximu wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR walls Either 1C 81, 16" 0.080" dia. x 1 5/8" long with Direction 15/64 head OR Gypsum board nail 0.08C dia. x 16/8" with 9/32" head. Ceiling Perpendicular 24" 7" 12" 13ga 1 5/8 long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail / OR walls Either 1C 81, 16" 0.092" dia. xx 1 1/8" long with Direction 1/4 head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.�, A108.1, A118.1, A118.3, A13; .1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 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 accompanyln smoke developed index not to exceed -450 when tested in accordance with �STM E 84. Insulation shall comply with F.B.C. R31L Window Schedule Mark Size Rough open, Window Description PRESSURE ZONE I 4'-5 %" x 5'-3 %6" 54 %" x 63%" Single Hung ZONE 4 2. 6'-2%"x 5'-3 %8" is" x 63 %" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 2V%2"x 38%" Single Hung ZONE 4 4. 4'-5 %" x 4'-2 %" 54 %" x 54 %" 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 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor With manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 91-O" X -1'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" Ir 4" X 81 2 of recess bottom Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x I %" Solid Core Wood, Steel, or Masonite Door 20 min. rated at garage H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 1 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold L 1'-6" X 6'-8" BI-FOLD ALL Exterior doors to withstand pressures stated in permit info box on sheet 91 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 1*I All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Exterior face CRASH POST DET�41L N.T.S. 36" high by 4" diameter steel crash post_ Floor Flange with 4 - 3/8" expansion bolts into slab (3/8"t 50 ksi steel plate) 6" 2,2" 2,2„ AREA CALCULATiONS '2' %2" Living A/C = 1,41.4 sq. ft. o Front Porch = 153 sq. ft. '13'8' 2%2" Rear Porch _ 1% sq. ft. 2,2" Garage 321 sq. f t. ° 0-- I ITotal Under Roof= 2,12-4 sq, ft, �2 Total Cubic Ft = 11,192 2" VTR J.IL � � 1211 � 2„ I MASTER BATH r �L_AV-I L .AV -I ��1 2 Install doors thru buck into block using tapcons as stated in product approval form on sheet I. Buck to be 2 x 6" PT :t approval for i into wall req. Detail at Door NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION ll WI - 211 we-i 2" 2" LAUNDRY 3" 2" i BT-I 2" 300 S-I 1 2" AAV JILT' VTR „ 3 I 2„ KTICHEN 2" 1 2 LAV-I 3" Lrl 2" 2" 300 we-i BATH #2 3" 2"_ i PLUMBING RISER 3 3co To Septic install windows thru buck into block using tapcons as stated Exterior face in product approval form on sheet I. of wall /Varies \ --- I"x4" P.T. Buck nailed to block with case hardened nails Detail at Windowsprior to window attachment NTS Metal roofing and underlagment intstalled per Product Approval as shown on sheet I over CDX decking - see roof sheeting attachment diagram on roof plan. Truss mfg to provide level return to be I" short of wall Aluminum Drip Edge t Fascia 2" x 4" Sub -Fascia-- /r' 12" Kaycan full o vent vinyl soffit installed per product approval form on sheet I. I" x 4" nailer attached to level return with (2) 8d ring shank nails with min. 1.5" penetration into soffit framing 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell 12 4 Wood Base I Grade _ICI 'II 1-4 �� TYPiC/4L SECTION PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) blown fiberglass yR-30 in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (1) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywallover I" x furring strips at 16„ o.c. with R4.1 Pi -foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned er FBC R601.1 and Mortar Joints shall comply with FBC 4',r,.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with grout and (1) U5 bar vert. (typical). -Max. spacing shall not exceed Masonry Beam 48" unless otherwise noted see foundation plan notes for spacing at openings I" x G" P.T. Buck nailed to 4" concrete slab with fibermesh OR block with case hardened nails prior to door attachment head 6"x6" 410/10 wwM on 6 mil Visqueen over and jambs / clean compacted termite treated fill Install SGD Frame thru buck into block using tapcons as stated III IIII IIII- in product approval form on sheet I. I' I 14"w %18 Concrete footing with (2) 45 bars cont. and 45 transverse bars at 48" o.c. Scale : 1/2" = 1'-0" C Lr Head sliding door Install SGD Frame thru buck into block using tapcons as stated in product approval form on sheet I. Verify sill attachment req. with product approval on Typical Flooring Jamb sheet 1. Sliding Door Detail N At Mason Wall NTS " ry Bottom Track Digitally signed by Daniel R. Braden Date: 2021.08.19 14:58:51-04'00' (D O U LL O U LH U N W O O W =3 " O z W m O < > NIJ NE O U p- �� r r � < z N N ## ~ O rr� 7 U cn ~ Iq �Xv �L -1 U tJ� � SHEET NO: 2. OF S. JOB NUMBER: �-2)00B FOUNDATION FLAN SCALE: 114" = I,-O„ STRUCTUR/4L MOTES: I. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE II. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONSTRUCTION 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 12, CONTRACTOR TO PROVIDE SOLID FILLED CELL AND 45 BAR VERT. AT OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF 48" O.C. MAX. PROVIDE (1) FILLED CELL ON EACH SIDE OF OPENINGS CONSTRUCTION UP TO 5'-11" WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS 6'-O" WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL PLAN. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN 13. DESIGN LOADS ARE AS FOLLOWS: PROPER ENGINEERING DATA FOR DESIGN. SEE PERMIT INFO BOX ON SHEET I. `�.. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 14 ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, it ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 5• POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO 15. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, 6. SLAB ON GRADE TO BE A MINIMUM 4" THICK W/ 6X6 10/10 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOOTING: 3" MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BEAMS: 1-1/2" LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 11. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. BEFORE FILL 13 BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND Iq. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: PROCTOR VALUE. 2" x 4" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI 8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 915 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 20. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE ATTENTION OF THE ARCHITECT. PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 9. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 21. CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD 10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled c (1) 45 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Thicken edge to 8"x8" Base spacing at openings with concrete and 4" concrete slab with flbermesh OR 4" concrete slab with flbermesh OR one 45 bar continuous 6"xC 410/10 WWM on 10 mil Visqueen over 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill / clean compacted termite treated fill11 _ I Il i 14"w x 18"d Concrete footing with (2) 45 bars cont. and 45 transverse bars at 48" o.c. Le I.4" TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-O" 4" concrete slab with flbermesh OR 6 x6 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. Step per foundation plan (2) 45 bars cont. bottom steel t-- 2/ DETAIL ,AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter 16" below finished floor I^01 I 30"x30"xl6" concrete column footing with (4) 95 bars each way SCALE 1/2" = 1'-0" .. Maid 71 --- ®-- —I ff trt I H PORCH SLAB EDGE DETAIL 45 bar cont. in curb Curb height Wood Verify based on Base foundation plan / SCALE 1/2" = I'-O" 45 bar vert. w/ - 30" overlap at each filled cell Fill cell with grout and (1) 45 bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with flbermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill - 14"w x 18"d Concrete footing with (2) 45 bars cont. and 45 transverse bars at 48" o.c. ij) GARAGE CURB DETAIL k, �2 � Min. Edge Dist SCALE 1/2" = I'-O" 0 Contractor to provide CO proper foundation chairs for proper steel installation 30" min. 2" x 6" PT wood secured ''With \ Corner Steel L a p 1/2"dia. x 6" expansion anchors with 2" sqwasher at 18" o.c. overhead door track secured to wood n t S jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. FOOTING SCHEDULE Mark Size Description FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS 30" x 30" x 16"p COLUMN FOOTING WITH (4) 45 BARS EACH WAY F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 1*5 BAR CONTINUOUS 14 W x 18 D FS With Curb at Garage MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB 3 O'-O" Filled Cell Masonry Column With One 45 From Footing To Beam Each. Filled Cell Masonry Column With One Grout fill To Be 3000 PSI 45 From Footing To Tie Beam See Floor Plan For Location Grout fill To Be 3000 PSI Double Filled Cell Column NTS See Floor Plan For Location Single Filled Cell Column NTS C i cr Lr Digitally signed by Daniel R. Braden Date: 2021.08.19 14:58:39-04'00' nL 1J� O U �_=?I r__ 1 1 N W o O = V O z W oo m O � � NNE O U Z0000 CA CA # CA CA O (17 U rr� 73 cn ~ _ Iq �Xv -1 �L U � tJ� SHEET NO: 3- OF S. _J L JOB NUMBER: 1�-2)00B pit 07 F1,711 ' o A.••. raN 9770 : V �••�FRED ARG ,1 Provide 1*5 bars with 12" min, lap into beam and 48 bar dia. into Vert. filled cell. Provide Cast -Crete 8U16-IB/IT precast - lintel set in mortar Min. 8" Bearing Pill lintel solid with grout. CBS WALL #5 cont, beam steel to run through lintel and tie to down rods in jamb cells. Provide PT Buck attached per jamb letails into filled c 4" Pre -cast Sill rout Filled Cell Provide #5 bars with 12" min, lap into footing and 48 bar dia. into Vert, filled cell. Scale: 1/2" = I'—C" Verify with Plan Concrete 12"x 12" Lintel Column Block Rebar Rebar 48 Bar Did. Min. Overlap C olumn to Lintel /4ttachrnent NTS BEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 1 45 bar B1 continuous in each row. Hook vert. bar over top bar with 45 90' bend bar with a 10" min. lap at top bar. Additional Precast Lintel #S bars Lintel Bar Clear "A" CLEAR Length Length Span Bars Bars i i i i i i 2'-10" 2'-8" 1'-6" 2,U3 none kL i i i i ii 3'-6" 3'-4" 2'-2" 2,#3 none 8F8-OB/IT 8F8-IB/IT 8F8-IB/2T Additional 4"-O" 3'-10" 2'-8" 2,U3 none #5 bars CLEAR ' �'.:` 4'-6" 4'-4" 3'-2" 2,#3 none One Row of "H" Block Above 5'-4" 5'-2" 4'-0" 2,#3 none 5'-10" 5'-8" 4'-6" 2,U4 none r '.. "•'..( Precast Lintel N .( i Additional 2,#4 none i " � i #S bars T-0" 6'-2" 2,#5 none 8FI6-IB/IT 8FI6-IB/2T2,u5 none NOTES: I. min. coverage of steel=1.6" 2. min. bearing required 9 ea. end=8" ALL reinforcing steel is grade 60. 3. standard for reinf. steel=ASTM A(.15 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Specification Rows of "H" Block Above " " Bottom Steel Size Top Steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" 3'-L" 8FI6-IB/IT ONE 1 #5 1 #5 Lila 354i 2854 L31 2' 2' -6" -8" 3'-I" 4'-0" 8FI6-IB/IT ONE 1 #5 I #5 2931 3019 2128 L45 4'-5" 5'-10" 8FI6-IB/IT ONE I #5 I #5 4360 2093 946 L50 5'-0" C-L" 8FI6-IB/IT ONE 1 #5 I #5 3480 1880 1204 L60 6'-8" T-V 8FIL-IB/IT ONE 1 #5 I #5 2661 1434 891 L80 8'-0" 9'-4" 8FI6-IB/IT ONE 1 #5 I #5 1843 1133 739 L90 9'-0" 10'-6" 8FI6-IB/IT ONE I u5 I #5 1 1533 914 519 L90B 9'-0" 10'-6" 8FI6-IB/IT ONE 1 #5 I #5 1533 914 519 1_100 10'-0" ll'-4" 8FI6-IB/IT ONE 1 #5 I #5 1366 198 604 LIOOB 10'-0" ll'-4" 8FI6-IB/IT ONE 1 #5 I #5 1366 198 604 L120 12'-0" 13'-4" 8FI6-IB/IT ONE 1 #5 I #5 I0i5 60L 433 L120B 12'-0" 13'-4" 8FI6-IB/IT ONE 1 #5 I #5 1 1016 606 1 433 L140 14'-0" 15'-4" 8FI6-IB/IT ONE 1 #5 I #5 1250 485 341 L140 16'-0" 17'-•4" 8F8-IB/IT ONE 1 #5 1 #5 950 404 251 L140B 16'-0" 17'-4" 8FI6-IB/IT ONE I #5 I #5 950 404 --- - ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. HIP ROOF: SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d angular ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2.5" 3. Minimum Sheathing Thickness 19/32" CDX Pl wood 4. Use nails or screws based on pressure for roo� stated in permit info box on these plans ones. for appropraite roof Q 4 FT 2E 30 TYPICAL GABLE 2N �� I TYPICALIIP 3® 4 FT 2R 2E 2R 4 FT 2N 1 F F� A%j• �' •r 4 FT 1 3 Q 4 FT 2E 4 FT Ke Area Edge Field Fastener Pressure Zone I 6" 6" 8d x 2.5" ring shank 45 psf Zone 2E, 2R, 2N .4" 6" 8d x 2.5" ring shank 16 psf Zone 3E/3i2 8d x 2.5" ring shank 84 psf ANY ZONE 48 x 2.5" Screw 263 psf 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. Install Simpson MGT into wall using 5/8" dia, threaded rod set min. 12" into wet beam and (22) IOd nails into truss Trusses at 24" o.c. re shop drawings others R-19 I: 3LOCKING DETAIL DER STRAPPING TER BEARINGS POINT 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 8d nails. Substrate to be 19/32' COX Plywood nailed at 6" o.c, in field and edges with IOd ring shank nails into studs. Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. \ Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 1810lbs, uplift Truss mfg to provide level return to be I" short of wall Aluminum Drip Edge t Fascia 2" x 4" Sub -Fascia 12" Kagcan full o vent vinyl soffit installed per product approval form on sheet I. I" x 4" nailer attached to level return with (2) 8d ring shank nails with min. 1.5" penetration into soffit framing 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied--' into lintels above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND Top of footer 16" below finished floor 12 4 Aluminum Drip Edge & Fascia Flash and Counter f lash Nail ledger to gable end truss with (2) IOd ils at each web /11 5/8" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 45 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 Slope per foundation plan °0 Tub ceiling transition kI ded using metal studs erify exact configuration :es R-30 Batts Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia, threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd R-19 batts truss leg either wet nails into per detail set or in epoxy with truss. Add blocking to on this sheet ( 2�f" o.c.) HETA 20 1810 supporting Max. su pp 9 lbs. uplift Drywall ceiling see typical section Celling transition Insulation Detail nts Wood Base Ical Section Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each truss O N W � X -) OM rn N � � +� +-, Q L � � U LL E N L < � I — LLI A/C Brace Gable end with 2" x 4" SYP 42 min. 8ft back nailed to bottom — of top chords using (2) 10d nails at each truss PRE-ENGINEERf-D WOOD TRUSSES O 24"o.c. TYPICAL ( shop drawings bg manufacturer ) °0 N L100 L60 I LIO — — $H N BI BI W [L I L90 N 0 BI I m O 2 -2" 9'-81, I'-6" (W 15 12 L45 �{ [SLOPE L / Z 12" I I (V BI I > V I(// Y/ �E 2 SLOP �f I Q 71 o BI N // 7 IW N L31 //BL 5 LJ- I u7 � X Metal roofin and underla ment intstalled per Product royal at2attachment diagram on roof plan. i R%A1 N LCeinlin�; WL B 1 ( I ° o O Lu, 22" x 54' Attic Access I E — �{ SLOPE 1 with light U N L I I ' 8 -O MAX. u pp o ed I I B P INT OV(2 ) RU BE I I IC I/ I --- Br---�/_' ; 12„ L31 BI I I I I I I I ao BI I I I I I I I I I BI L45 B BI LU B1 BI Q- rrica imps e anchor HETA t each O t L5o° s c j ( 2 ' o.c sup ortl Ma . Ell ,� 181 lbs. upgllfl t BI BI L90B L70 L120 �R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete HETA 2 O -and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" drywall over 1" x furringg strips at 16 o.c. with R4.1 Pi -roil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned �pper FBC R601.1 and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with Grout and (I) bar Vert. (ty -Max. % O O F F L N spacing shall nott exceed 1`''� 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings 4" concrete slab with fibermesh OR - ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET CxC 410/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER /clean compacted termite treated fill _ ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY — TRUSS MANUFACTURER O W I O W I � L E LH o 0, �C-4� 11I LH a O N O W ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR Digitally signed 1 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION by Daniel R. CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO Braden at Front Porch PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO Scale : 1/2" = I'-C" TRUSS CONSTRUCTION Date:2021.08.19 1 A•gS2.7S2 _0A'Q0' LL tfl Ld N W o O LU =3 U O z W oo m O < NNE O U J< 00I Z CA CA## ~ O r � r— Um 7 ~ W v v �LIL U N SHEET NO: —f . OF S. L JOB NUMBER: I�-300� PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 1 20 1.2 kw #I2 Refrigerator I Range #6 12.0 kw 50 2 1 20 1.2 kw #I2 Clothes Washer 3 1 20 1.5 kw 412 Kitchen S.A.C. 5 L Dr er #10 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. -1 8 1 20 #12 Bathroom Recepts 9 10 Air Concerisor #10 5.0 kw 30 2 1 20 1.2 kw #I2 Dishwasher 11 12 1 20 1.2 kw #I2 Microwave 13 14 Air Handl r 410 5.0 kw 30 2 1 15 #14 General Lighting 15 16 1 15 #14 General Lighting Il 18 WH #10 5.0 kw 25 2 1 15 414 General Lighting 19 20 I is 414 General Lighting 21 22 GDO 412 0.81 KW 20 I I 15 #14 General Lighting 23 24 Spare Spare 25 26 Spare Spare 21 28 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description at . Watts Total(Watts) General Lighting (3 watts sq. ft.) Small Appliance Circuit(s) Range Refrigerator Microwave Dish Washer Clothes Washer Clothes Dryer Water Heater Garage Door Opener 1i35 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 I 4,500 4,500 1 810 810 Total Watts 35,615 First 10000 Watts $100% 1 10,000 10,000 Remainder 25,615 1'40% 1 O 10,246 Electric Heat or A/C 10,000 80% 1 10,000 10,000 Calculated Load Watts 30,246 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical Symbol Legend nj Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed 1 Pa Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle Wall Mounted Light =E)c Waterproof ground fault circuit nterrupter Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel © Central Vac g Electrical Meter ® Smoke Detector Ceiling fan TD Television Jack ❑ 1 Telephone Jack A oi c A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Opt. PA71O/SLAB -- -- -- 149 CFM IOXIOxb I I I I >1,4ST R I I I 149 CFm lOXIOx6 12xI2xIO B/A H.B. 8x4x4 54 FM Vent_thru Soffit NTH 9 CFM 8x4x4 �\X \/ 1 o �• �0 NN L - - - - - 162 CFM 12x6xl --i- - -ro ur- n Covered Porch ROO>�f 208 CFM Cfnter Registers 208 CFM on ceiling fan IOXIOx1 I � IOXIOX� 0 r -22" x 54�- � o I Attic Access = with light I \ L - - - - - J IL 150 Meter P Panel lies Cyr FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. (3) 3*1 THHN Copper 2" PVC Schedule 40 conduit 150 AMP PANEL L FAH 200a rated O meter can METER Intersystem bonding 2" PVC ( FPL)-� Termination point schedule 80 2" rigid service FPL GEC Bare #6 co per wire to (2) 8'-� Galvanzied ground rods 'F s ELECTRICAL RISER A/C disc. 3*2/0 AL SER Cable With 1*1 Grnd 2" PVC Schedule 40 conduit sleeve FA Into attic EL 1L FAH 200a rated O meter can METER Intersystem bonding 2" PVC ( FPL)-� Termination point schedule 80 2" rigid service FPL GEC Bare )#6 '-&per awire to (28ed ground rods s W ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTs - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 2. Provide and wire all required smoke � Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected 5. ALL exterior outlets to be WP/GFCI protected. 6. Recessed cans to be installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. 8. A/C Return Air Balance Must comply w/ FBC RM1602 9. A/C Refriq�Brant lines that are run thru slabs must be sleeved in -FVC 10, ALL A/C Equipment shall comply with energy calculation II. All work shall be performed by a licensed electrical contractor, the completed system shall be fully operative. 12. Contractor shall pay for all -fees, permits, testing, and inspections including blower testing where required. 13. All work shall be coordinated with other trades to avoid Interference with the progress of construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 15. 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. 16. It Is not the Intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 11. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 18, The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 19, All material shall be new and shall bear underwriters' labels where applicable. 014R140. = 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 0 x16° 15 CFM f2%,41 8x4x4 �Ceinlin_g �4TH I T I I I I I I 1 146 CFM 10 xb x6 COVERED PORCH 20, All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 21. Furnish and install all fixtures as called for on the plans or as selected by others. 22. 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. 23. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 24. Dryer Vents to be installed per FBC RM1502 SECOND i BEDR`00 �1 I I � 112xl2x8 `\s B/A Exhaust Duct Thru Soffit - H.B. Vent _thru_ S of fit SC,4LE: 1/-4" = 1'-0" .4" Exhaust Duct Thru uJall w.p. G FI Install oulet under disc. not shown 'I clarity ELECT SC,4LE: 1/-4" = 1'-0" Post Light with Photo cell I N O to Q3 N Q1 Dl o v L +-> Q) E `_ � O W U N O �y N N r � I I .Q oD -1 L � W � Exhaust Du Thru Sof t�--3(� itfO , n v! q tfl W [L QL W c<1 LLI " Z z>1-000; = U O W oo cil O o 00 � s p- _ r l- Q Wire For Front Post U C a - Light OU r r T - x J �� LL U N a� Digitally signed k Daniel R. Braden Date: 2021.08.19 14:58:15-04'00' SHEET NO: - I OF S. JOB NUMBER: 16-300S ME'* ®V@fL R. 8��� 2% o so AVM 9770 o�C� Sa° o °° °°°o���.QQ�