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HomeMy WebLinkAboutPlans - Gemini - Right - Impact(1) etal roofing and underlayment intstalled per Product Approval shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. Metal roofing and underlayment Intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. 12 12 -4 SLOPE SLOPE v QC 0 OL 2„ 2„ 2„ 12" - E O.H. .H. 1L 3 N � N I iLn /8" th ick light textured v ao as o El O'-C" = Finished Floor stucco on topical concrete — — —block construction O'-C" Fir. Floor - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - = 5/8" thick x 8"W cut 5/8" thick x 8"W cut 5/8" thick light textured N Finish Columns With coral finished stucco bands coral finished stucco bands stucco on topical concrete 5/8 thick cut coral Q U � Lk block construction finished stucco bands Q3 m U U ) Q LEFT ELEV /470N Truss mfg to provide level Q U SCALE: I/4" = I'-O" return to be I" short of wall R E AR ELEV /47 O N SCALE: 1/4" = 1'-0" Aluminum Drip Edge � Fascia 2" x 4" Sub-Fascia 1 2 " I" x 4" nailer attached to Kaycan full o vent vinyl soffit Installed level return with (2) 8d per product approval form on sheet I. ring shank nails with min. 1.5" penetration into soffit framing TYPICAL SOFFIT DETAIL NTe� 1/8" Thick cut coral stucco over paper OL Metal roofing and underlayment intstalled per Product Approval backed wire lath Walled to substrate through as shown on sheet 1 over CDX decking - see roof sheeting one layer of 15 lb felt using Sd nails. Substrate O attachment diagram on roof plan, to be 19/32" CDX Plywood Walled at 6" o.c. Metal roofing and underlayment Intstalled per Product Approval in field and edges with IOd ring shank galvanized ` as shown on sheet I over CDX decking - see roof sheeting Walls into truss webbing. U v attachment diagram on roof plan. 12 12 SLOPE -4SLOPE 4 Q -1 III � U 8'-1" T.O.B. fo J--I--1 V 8'-I" T.O.B. 12" 12LL H D.H. U 12 12„ 12„ W .H. 5/8 thick x 8 W cut coral finished stucco bands El El3 3 > 5/8" thick light textured stucco on toplcal concrete block construction N - - — — — — — - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O'- = Finished Floor (� ch 5/8" thick light textured Ul z 5/8 thick x 8 W cut stucco on topical concrete Z Z RIGH7ELEV /4710Ncoral finished stucco bands block construction < > L O < 0c) 00 SCALE: 1/4" = 1'-0" < FRONT ELEV /4710N = �� � SCALE: 1/4" = 1'-0" 1 z N N ## � ~ O Product Approval Submittal Affidavit 3 W U � m F_ . _ Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows t Skglights Iq i6 LL Opening NOA/FL TEST PERMITTING INFORMATION (FORM 100) I. 3E 2N 3R L = �, �,� P 9 Design Pressure I/2" drywall telling on truss bottom cord 2R 2N U ,; Product Model � Manufacturer Glass Attachment method Expiration 9 2 x 4 top plate Type NUMBER Date of Approved Tests Florida Building Code Residential: -ITH Edition and ASCE -1-16 for Wind Loading 2E 1/4" dia. tapcons w/ min. 1 3/8" penetration to be Building Design is: Enclosed Risk Category: II Wind Speed: 165 mph ultimate I. L 3E }, 1,2,3 3E— FLU 23`1 4 Single Hung SH-7100A PGT 5/16 spaced per product approval. Contractor shall adhere to + 65.0/-80.0 PS 3E Mean Roof Height: 13 8 Roof Pitch: 6:12 �{ Impact min. edge distances specified in Product approval g + 2N 2E 5 nets x uc to concrete oc wit a ce wit Internal Pressure CO�ent: _ Overhead Model 824/811 I) tt5 bar vert. using 3/8" x 6" Hilti HLC Sleeve anchors at 8" ox. 0-18 3R 4 3E A FLU 153-11.7 I8'-2" max. width ith 1.25" dia. washers with min. 4' edge distance. Install track to buck + Sub ectabilit t0 damage from: Weatherin • Negligible Termites: Ver Heav DAB sing (1) 5/14" x 1 5/8" Pull thread lag screws in each bracket maintaining 5 0.0/—�e 0.0 PSF J y 9 9' U U Garage Door 14'-0" max height Door Compan min. oP 1.5" edge distance - GC to strictly adhere to product approval Width of Roof End Zone: '� -O" rovide �/ib' ushnut washer on roller shafts. 1/4" dia, tapcon with min 1.25" embedment at 6" max Wind EX osure Classification: C 5 B FL# 15213.1 Fiberglass Smooth Plast—Pro from corners and 14.5" o.c. max. thereafter in jambs. +65.0/-70.0 p g Cc Fiberglass Adjustment factor for Exposure Height Using Allowable Stress Design and GABLE ROOF FROM I/4" dia. to cons w/ min. 1 3/4" penetration to be � Load Combination per ASCE 1-10 Section 2.4 DL+LL• DL+0.6WL• 0.6DL+0.6WL 2:12 TO 8:12 PITCH 2R Sliding Glass Series 7�0 I" nom p p F pp p �/2 droWall On p 2R 1• 3 2E C FL# 251A SGD FIST s aced per product approval. Contractor shall adhere to + 60.0 PSF 1.00 Door Type 'GSA' min. 2 1/2" edge distances specified in Product approval — 2 X -4 Studs at l� o.c. Exp Height Ad j Factor: x Load Combo Factor 0.6 = 0.6 applied below 2E 3 L ROOF Components t Cladding Wind Pressure:Zone: 1 +21.0/-6LO psf 2R Product NOA/FL Model u Manufacturer Attachment Method Expiration Design Pressure Zone: 2E/2R +2-1.0/-88.0 psf 2E I• NUMBER Date of Approved Tests Zone: 2N/3/3E/3R +21.0/-II.f.Opsf 3 L l L 2R L For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment , „ 2E L 5 SHEET N 0: CM-18531 penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1,25" Components t Cladding Wall End Zone Width: 3 -0 4 3 4 FLU 15353.8 MI Windows + 118.9 PSFLL Mullions vertical mullion and doors self tapping screws per clip as shown in product approval. _ WALL Components t Cladding Wind Pressure:Zone: 'f +36.O/-39.0 psf 4" concrete slab with fibermesh OR Zone: 5 +36.O/-48.0 psf 5 1 26 a. 5v crimp metal roofing attached to plywood deck using 49-15 x 1.5" Roof Zone 6"x6" #10/10 WWM on 6 mil Visqueen over Roof 5V Crimp HWH wood screws with self sealing washer at 12" o.c. max spacing�per S stem Components Cladding Wind Pressure (NET) On Garage Door: +30.0/-3�f.0 psf HIP ROOF 2:12 FL# 33818.2 Gulf Coast Supply 9 y 1/2E/2R: clean compacted termite treated fill Metal Roofing no. 5V—Type I for max pressure —94.25 psf. Install per system 5V type 2 Shear Walls Considered for Structure? TO 8:12 PITCH and manufacturing for max, pressure of —131.0 psf. Fasteners shall be installed through underlag— — 94.25 PSF yes 0� S. ment and attached to/through I wood per sheeting attachment detail on roof 2N/3/3E/3R: base-board 2 x 4 P.T. bottom plate Continuous Load Path Provided? Yes plan. Plywood to be 19/32 2p x. E::] = Roof Zone I -131.0 PSF Are Components an Cladding Details Provided? Yes Walls Zone 4 JOB NUMBED: Install two lagers of T vek horizontal) in shingle st le fashion using4" and MinimumBearing 0 psi, resumptive. By Tes psi of ear ressure: DuPont Protec 160 metal or FLU 208�6.1 DuPont 6 overlaps. Install using I dia. meta or plastic cap nails at 12 o.c. along � END ZONE — y Tyvek course and end laps an a single row 24" o.c. along middle line of the field This Building Shall Have the Following: E = Roof Zone 2E/2R 1 2 O I.A.W. the product approval installation instructions. Stagger top layer using IMPACT PROTECTION AS NOTED IN PRODUCT APPROVAL FORM ON SHEET I Walls Zone 5 24' undercourse strip parallel to eave edge and cover with full sheet. Overlap successive sheets bg 24" I.A.W. product approval installation instructs ns. CORNER ZONE �00000� n t G r I or On— a r I n g d r t I t I OI'1 ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 psf Attic w/out storage: 10 sf 0U0� �Q�000 p p g p � = Roof Zones 3/3E/3R Siding Stucco on Block ntS FLOOR LIVE LOAD: 40 psf FLOOR DEAD LOAD: 1O sf Attic with storage: 20 sf Roof Zone 2N QQ. ��,°°......O'n 0 Install using 2" x 4" PT battens attached to wall using 3/14" dia. o �20° 12" Tr-Ve 4 with I" min. embedment into wall. Attach Soffit channel to wall using L�, Soffit FLU 16503.1 � � Full-O-Vent Singg�le Kaycan LTD 0.091" dia. x 1.5" T-Walls at 12" o.c. per detail C in P.A. Install J" ± 55.6 PSF Q° O SPAN VINYL S0FFI channel to bottom of fascia using staple into soffit and same T-rails Digitally signed by oa oa ® '� po at hem and in valle s er detail A in P.A. (product a rovaU ELEVATION NOTES: ALL CONTRACTOR UJARRANTIES BEGIN WHEN THE CLOSING Daniel R. Braden � ?�° .1 AR9770 ° - RETURN ALL STUCCO BANDS TO WINDOW OCCURS BETUJEEN THE BUYER AND WYNNE BUILDINGS CORP. Date: 2021 .08.25 �o��o°°° °°°°����°o have reviewed the above and approved it by mg Seal below. ( Architect or Engineer of Record ) OR DOOR. AND lU I L L C O N T I N U O fi� O N Y A fi� I=R O M THAT D A T ao�� °°°° p°oc��°Oo� 15:49:48 -04 00 �o� • �Q aQ• o� ��obooD��Q FLOOR PL ,4N TYPICAL NOTES: SCALE 1/4" = 1'-0" CR 4SH FOST DET /41L I. Contractor to verif ALL notes and dimensions prior to N_T.S. � p Water Heater 36" high by 4" diameter 35'-0" proceeding with work. steel crash post. Floor 2. Contractor to STRICTLY enforce ALL OSHA requirements. Flange with 4 - 3/8"expansion bolts into ,AREA CALCULATIONS 12" �'-o" 6'-0" 12'-O" �'-o" 3. ALL Lumber to be used as Beam, rafters, etc... to have slab (3/8"t 5o ksi steel plate) 2. a minimum 1,400 P.S.I. fiber stress. Living A/C = 1839 sq. ft. 4. No dissimilar metals to touch. 6" N o 0 0 0 0 0 0 0 0 0 T n14 f Front Porch = 2� sq. ft. Lo S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2% 2%' Rear Porch = 100 sq. ft. EGRESS ALL Concrete used for vertical filled cells, cont. tle beams etc., to �2 �2 Garage = 311 sq. ft. shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix o 6. Drywall at ceilings shall be leveled and attached to bottom chord °3/8" 2%" Total Under Roof= 2,282 sq. ft. of trusses with screws per FBC r�02.3.5. 2%' Total Cubic Ft = 15,581.E 1. ALL wood in contact with concrete shall be pressure treated. O o SITTING I I o 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 1. o o Covered Porch 9. ALL plumbingfixtures to be low flow. ROOM Install doors thru buck Into 10. Contractor to Provide Drain at water heater in accordance block using tapcons as stated N in product ap roval form on sheet I. E with the current edition of the Florida Plumbing Code, Exterior r face Buck to be 2 x 6" PT o 11. Contractor to Provide a 2' -8" Wide door at one bathroom for Varies N handicap accessibility requirements. 2%2" 2%2" i _� I d) 12. Lowest finished floor to be set by Governing Building Department %_" 6 %2" M A S T E R I 0 surveyor to Set in field. See product approval for I `n hinge screw Into wall req. © 13. Separation between residence and garage shall be per FBC r302.� o 0 0 0 0 o I B E D R O O M I o v 14. Door between garage and residence shall be 1-3/4 t 20 min. rated door Detail at Door o I 8'-6" A.F.F. __J� _ AC 15. Wall and Ceiling shall have a flame-spread classification of not greater than 200 pper FBC r302.9.1 NTS I I Coffer ceiling i �j l�. Wall and ceiling finishes shall have a smoke developed index of not greater than -4 per FBC R302.9.2 I 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant o 8' O" to 9' " A.F.F. I O �� N m flux not less than 0.12 Watt per square centimeter. Exposed foam plastic insulation INSTALL VUL<EM BLOCK SEALANT Vaulted telling J - i materials exposed on the underside of the roof deck or on the attic walls shall comply ON ALL JAMB, HEADER, AND Cs — — — — — — — — o o U N with F.B.C. pR31� - see permit info box of code edition p y INSTALLALL TION ONRIOR To BucK R A T m Q p � ooU � Q 18. Gypsum board material shall conform to ASTM C3�, C19, C415, C514, C�30, C931 R010M Rod Shelf p U C��O, C1002, C1041,C1111, C1118, C1218, C1395, or C13`l and shall be installed o 20'-8" according to the following: (FBC r102.3.5) _ — — — I" x 6" P.T. Buck Walled to ° (] Or wall Framing Max. spacing Masonry Beam block with case hardened nails I I _ y Location Orientation P 9 Nail sizing options for y prior to door attachment m Thickness Spa ember of fasteners installation of drywall into w Maximum good min. thickness I I Vanity to e 00 NdIIS cJCreWS I" x 4" P.T. Buck nailed to block with case hardened nails Perpendicular 24 -1" 12 13ga 1 3/8" longwith 19/64" head prior to door attachment head cn I �_ il %2 high H.B. Ceiling P 0R and samba " C0.098" diameter x 1 1/4" long 0O Masonry wall 8'-O" to 9'-8" A.F. 2" x C knee-wall S E Tannular-ringed or 5d cooler nail Install SGD Frame thru buck Into Vaulted Ceilin below counter to�2 OR block using tapcons as stated g P Mirr r:) DiNING Walls Either 16" 8" 1C 8 ia. x 8 ong wit in pro uct approve orm on s eet . Direction 15/64" headoR ROOM Gypsum board nail 0.086" die. Head Install SGD Frame thru buck Into I1k F Rod ShelfH ALINENBINET O Q x 1 5/8" with 9/32" head. sliding door block using tapcons as stated a� Ceiling Perpendicular 24 -11, 12 13ga 1 5/8" long with 19/64" head in product approval form on sheet I. I b` 2 F___T O ,i W OR Verify sill attachment req. Typical Flooring Jamb 1 �� �� i \Ow `r W O 0.098" diameter x 1 3/8" long with product approval on �� —�� — p annular-ringed or 6d cooler nail s " OR sheet I. Sliding Door Detail � � � I 34 3/4 h ; ° \ BAT W Walls Either 16" 8 16" 0.092 dia. x 1 1/8 long with v2" At Masonr Wall NTS 3 ,1 , 21 2" VTR I knee wall ° Direction I/4" head � � �L 5. 0 � G sum board nail0.0915" dia. Bottom Track LIPv-1 I I `i O Z x Ipsum with tail 0. head. Sill 2" MASTER 2" I = I �0 < 1 �, C H E N o O O O i N Vent ryer Q 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.�, = I `� - o throng Wall 2" AAV WM-I „ I � � U JL we-i � I-I/2 '-O" A.F.F. A108.1, A118.1, A118.3, A13LI and A131.1 2"ILAV-1 " N (,'- 4"1 4'-5" `�" I1"_�" Overhang Flat Ceiling b LU 20. Cement, fiber-cement or glass mat gypsum backers in accordance with ASTM 2„ 2 — — — — — C1288, C1325, Or C1118 and installed I.A.W. manufacturers recommendations shall KITCHEN = o — Io'-5" -o" I LAUNDRY 12'" � — — an ry Upper cabinets to � < U be used as backer for the wall tile in tub areas and wall panels in shower areas. 2"1 " L extend over Ref. - N L - i'�=/ 2" filler" 21. Insulation includin facings such as retarders or vapor permeable members installed I � NLfl g g p p Install windows thru buck into an a ReP. I 36" 4'-O" within floor-ceiling assemblies, roof-ceiling assemblies, wall, crawl spaces and attics block using tapcons as stated / LAV-1 Exterior face in product approval form on sheet I, i Shall have a flame spread index not to exceed 25 With an accompan ingg smoke of wall i 2" POWDER o ATH o developed index not to exceed 450 when tested in accordance witF ASTM E 84, Varies L0, Insulation shall comply with F.B.C. r31�. POWDER -II Bat s insulation � WC-I�• VTR H. o A/C o �J 0) �„ JIL O #I o ° ®_ _ _ _ _ I"x'4" P.T. Buck Walled to 2" � MASTER � �e„ ELI UJ f O UJ Schedule block with case hardened nails We-1 BATH #2 ALINEN BINE - O r W�� 1, 22" x 54" 1 Provide auto prior to window attachment <r = m v-1 I Rod t Shelf > � I o Attic Access 1 closer E PRESSURE ZONE Detail at Windows LIAV-1 C.O. — — — — � i p = I I N � L —with Ballard 4 � � � � 0 Mark Size Rough open, Window Description 2 v f p o W z O NTS Cj anity to be Q Q I See detail on this sheet 34 %2"hi h C OSET I �, �- I " I. 4'-5%8""x 5'-3 %8 54%,'x 63i4"" 9 g o,,,,, ,b O ° g I (n m 15Panel Meter Z } 00t�1 O Single Hun ZONE 4 oc q Z Ln � u 2. 6'-2%8"x 5'-3 %8" �5" QJ x 63 %4'" Single Hung ZONE 4 seueRiserrlc CA" U PLUMBING RISER H.B. r J t o I I u 3. 2'-2" x 3'-2 1/2" 2-1%2"x 38%"" Single Hung ZONE 4 I W GA RA G E < ~ r r < Metal roofing and underlagment intstalled per Product Approval 6'-O" 4" 6'-4" _ 0000 ' Single Hun ZONE �{ as shown on sheet I over CDX decking - see roof sheeting ° 8'-4" A.F.F. O O I z (�!CV v 4. -5/8" x -4'—2 /8 54%, x SOY8" 9 9 — — — — attachment diagram on roof plan. O Flat Ceiling _ �5 %8"x 50Y8 Lo Single Hung ZONE 4 �, O I 12 ALL Windows to be aluminum windows w/ tint 4 � PRE-ENGINEERED TRUSSES � �;�'° �r B [] � � U � m at 24"o.c. TYPICAL °'N73 and mullions per elevations. (shop drawings by manufacturer) L r — — — — — — — — O r-----------------� O — UJ — x J Truss mfg to provide level (� — 0 E ERGEN Y I Block wall in I � � 1L ALL windows t0 withstand pressures in ermit info box On Sheet I return to be I" short of wall I = 4-' I� p DRESS I garage to be — U N ALL windows in bathrooms to be tempered Aluminum Drip O I I 00 T DD I struck block I O m r Edge >l• Fascia R-30 blown fiberglass I +� All rough opening dimensions to be verified b contractor g 00 JUNIOR N I O R o o I I o < 9 p � 2" x �{" Sub-Fascia in bottom chord of trusses I with manufacturers specs prior to construction 12 M A S T E R I C v RED I I n I/2" drywall with smooth finish Kaycan full o vent vinyl soffit installed 0 P O C H I I per product approval form on sheet I. Two rows of beam block filled with concrete D O O r S c h e d u l and (I) #5 bar cont, in each row. Substitute # 2 precast lintel filled with concrete and (I) 45 I I" x 4" nailer attached to bar cont. for bottom row over openings O 1n IEO :� level return with (2) 8d - I 8'-�" AFFPRESSURE „ � (� � O O 0 0 Mark Size Rou h O enin Door Descrl tion ring shank nails with min. 1.5 1/2 dr wall over I x furring 9 p 9 p ZONE penetration into soffit framing strips at l6" o.c. with R4.1 fi—foil I Coffer Ceiling A 9'-0" X -1'-O" 108" x 84" Overhead Garage Door IMPACT ZONE 4 insulation on typical 8" Block walls O I I 2'-�" 3'-5" 9'-01, 3'-5" RATED All dr wall to be installed per FBC R102.3.1 � "" 3 "' IMPACT 5/8" thick light textured = y P g 3'-0" X 6'-8" 41 /4 x 83/4 Fiberglass Panel - Inswing RATED ZONE 4 stucco on typical concrete and shall meet all pertaining ASTM codes. I 5'-2" 15'-101, (� block construction Mortar to be Type "M" only proportioned per FBC R601.1 I O +� 62" x 83 %2"' " IMPACT and Mortar joints shall comply with FBC R 071.2.1. I O C 5'-O" X 6'-8" Single Lite French RATED ZONE 4 Provide Our-O-Rock at all Wet areas (ex. shouters, tubs etc...) D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2'" 45 bar Vert. w/ O I 00 SHEET N O: 30" overlap Fill cell with grout and E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel at each filled cell (I) 45 bar vert. (typical). — Max. spacing shall not exceed :2 F 6'-O" X 6'-8" Solid Core - Wood - 6-Panel - double pocket Wood 48" unless otherwise noted O O see foundation plan notes for 0 0 0 0 0 0 (� ( G 2'-8" x 6'-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door ase spacing at openings OF 5, 4" concrete slab with fibermesh OR 2- H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 6"xC #10/10 WWM on 6 mil Visqueen over 7"-011 "-0" JOB NUMBER: clean compacted termite treated fill 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold co _ 1 _ O q K 4'-O" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold Grade I I _ _ 1 000Qo L I'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold � � o0 ALL Exterior doors to withstand pressures stated in permit info 1 °`�� box on Sheet :41 — 14"W x 18 Concrete footing ���R.8ND ° — With (2) #5 bars cont. and #5 Digitally signed by O� o ° ® ®�� ° O GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL I•¢" transverse bars at 48" o.c. WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 Daniel R. Braden o� oo �����® °�:0 °� 0 All rough opening dimensions to be verified by contractor T Y P f C /4 L SECTION Date: 2021 .08.25 0����000 0 o.".0�0�0 with manufacturer s specs prior to construction Scale I/2" = I'-O" 15:49:36 -04'00' ��0000���aQo n �000D� F— CL� ND ,4TICN FD L ;4 N - - - - - - - 35'-O„ STRUCTURAL MOTES : scALE: li p" = I' _o" 0 (L 1. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE II. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY 3 ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS — — — — — — CONSTRUCTION N — — — — — — Vci)l I 1 011 1 O I F O O —i—i—i—i 10 O CONTRACTOR TO PROVIDE SOLID FILLED CELL AND U5 BA VERT. AT o r- — — — — — — — — — — — — — — — — — — — — — — OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF O 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 12 48�� R O.C. MAX. PROVIDE (I) FILLED CELL ON EACH SIDE OF OPENINGS I � I FI "'UP TO 5 -11 WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS CONSTRUCTION 6'-O" WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION O Filled cell under 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL PLAN, I I FI girder above BEARING CAPACITY. IF ANY SUB-SOIL, MUCK OR NON-UNIFORM I — 0p CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN 13. DESIGN LOADS ARE AS FOLLOWS: _ W PROPER ENGINEERING DATA FOR DESIGN. SEE PERMIT INFO BOX ON SHEET I. o o I (L `�.. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS -1 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI 14. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t m N 0) VO I N BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30� STEEL. i Rear Patio/Slab r to be poured separate 5. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO 15. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR from the house slab. I Thicken footing to SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. I 24"w x 14"d x 24"L l0'-0" under filled cell FI I d) FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, I i under girder bearing. �. 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: O O O O O O O v (MINIMUM 96% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOOTING: 3" O r MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BEAMS: 1-1/2" 4 OD I FI LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 1-1. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. o I I N N BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF I IL I CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI I L Q) PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE I I cy U STRUCTURAL FILL IN LOOSE LAYERS OF 12 IN THICKNESS AND Iq. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM I I � ao p U - Q COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: '� U PROCTOR VALUE. I Q 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 I ° 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. q. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 21. CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH I I H.B. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD I 4" concrete slab with fibermesh OR 6"X6" #10/10 WWM on 6 mil Vlsqueen over C), 10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS Termite Protection for New I clean compacted termite treated fill FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... Construction as per F .B.C . R318 .1 45 bar vent. w/ CONTRACTOR TO REFERENCE F.B.C—R 30" overlap Fill cell with concrete and FOR FURTHER REQUIREMENTSQ— at each filled c (1) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted -; I F---, F- O Wood see foundation plan notes for Thicken edge to 8"x8" -� �- - Base spacing at openings oneit#5c bar continuous mesh OR 6"x6" #10/1Ot WWMb nit 0f im Ir Visqu enn over I FI / CC U 4 concrete slab with fibermesh OR clean compacted termite treated fill ' I ° V 6 x6 #10/10 WWM on 6 mil Visqueen over p -� clean compacted termite treated fill GRADE -� I ° ° �J Grade 5D - 00 ;.. a � 14"w x 18"d Concrete footing O IIII- with (2) 45 bars cont. and #5 IIII IIII transverse bars at 48" o.c. PORCH SLAB EDGE DETAIL - 3 3"" SCALE I/2 - I -O I O t o LLI � � � l-� 45 bar vert. w/ I TYPICAL FOOTING DETAIL ateach filled cell" overlapo o� r O O — — �[�/ — — — _J < - - — — — — - - - — � 0) SCALE I/2" = I'-O" 00 _4 I I 4" concrete slab with fibermesh OR 45 bar Cont. in curb Fill cell with grout and -� F1 H. A/C o �J (1) #5 bar vert. (typical). I I 4"� Steel Ballard I #I 6"x6" #10/10 WWM on 10 mil Vlsqueen over Max. spacing shall not exceed O ®filled w/ Concrete `r clean compacted termite treated fill Curb height 48" unless otherwise noted #5 bar Cont. Verify based on Wood see foundation plan notes for I �I I = o� 1=/I m foundation plan Base spacing at openings 2 00 W O 4 foundation plan 6„ 6' / �' LU Step per concrete slab with fibermesh OR s x 10/10 WWM on 6 mil Visqueen over I ,� Z Z ui •r clean compacted termite treated fill O ° I N I W QO m +-3 O iy Grade 0000 U e H.B. I I I I I I < d 3" (2) #5 bars cont. bottom steel y..�.: III I I I N �� }' I 0000 3 Io , I Ills_ O ° I I � Ir0 =m I O 12" 14"w x 18"d Concrete footing 7775 with (2) #5 bars cont, and #5 _ U I I I � o I ' U O r r F 2DETAIL AT GARAGE STEPDOWN transverse bars at 48" o.c. a�� a� o rO U SCALE 1/2" = 1'-0" I�" °'N I I I 00 N I m IZ" x 12" concrete column I U� ~ W X J block filled with concrete Contractor to provide 0 I FI I 5 �O I _ v LL and (2) #, bars vert. tied GARAGE CURB DETAIL p I — — �— — J I �# �I U cn � � J into lintels above (� proper foundation chairs I%2" Min. SCALE 1/2" = I'—O" for proper steel installation O O n D �; r nags to � =3 Top of Tooter o �� < 16" below finished floor _ 12" - 0 I FI I o 14, 6„ Cy - - - - - - — — — n, L J 30 " min, oo �7 Recess for o0 00 O x O xl6 concrete I FI I Garage Door column footing with (4) O U5 bars each wag 3 IIII IIII 2" x 6" PT wood secured with Corner Steel Lap I 12'-8" I O 1/2"dia. x 6" expansion anchors o with 2" sq. washer at 18" o.c. overhead door track secured to wood n t s I I I I C �j COLUMN FOOTING DETAIL jamb per manufacturer's product approval O I I SHEET I�l O: Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED FI IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT T S o — — —_ — — — — — — — — J o APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. O O O O - - - - - - - - O O 0 OF S. Filled Cell Masonrg Column With One 3"-5" 9"-01' 3"-51, JOB NUMBER: 45 From Footing To Beam Each. Filled Cell Masonrg Column With One 14"-0" 5"-2" 4 15"-10" Grout fill To Be 3000 PSI 45 From Footing To Tie Beam F O O T I N G S C H E D U L E See Floor Plan For Location Grout fill To Be 3000 PSI See Floor Plan For Location 35'-0" rrr(ZP'11s� o.0000000 Mark Size Description � o�14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS �O o12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS �°8�1®� F 30" x 30" x 16"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY Digitally signed by o. ° o ® °o° o Daniel R. Braden Q.�oo AR9770 °�o F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS S i n g l e Filled Cell Column o. ° Q F5 14 W x 18 D # Double Filled Cell Column � �o° �°o�000 Date: 2021 .08.25 a. °°°°°° °°° With Curb at Garage MONOLITHIC FOOTING WITH 2 5 BARS CONTINUOUS CURB s' 0' O" NTS NTS 1 '4 '21 - 4� ��o� ti�D°QQ 10 O 5. 9. 0 00 �0000000aQ Provide 45 bars with 12" min. lap #5 cont, beam steel to run Trusses at 24" o.c. into beam and 48 bar dia, into through lintel and tie to H I P ROOF S H E E T I N G see shop drawings down rods in jamb cells. Strap truss to wall using Simpson MGT with Vert. filled cell. by others Simpson HETA 2O p 9 P �4 T T A C H M E N T DETAIL hurricane anchor at each truss 5/8' dia. threaded rod with min I2" embedment --------------- -------------- ------------ �� either wet set p y with i - 2 5" long) - Batcs) supporting Max. (22) 10d nails intotruss. Add blockin to - - - - 2.5" ring shank min. I8IO S. uplift truss leg per tail on this sheet ° °. . Minimum Nail Size angulare ° o ----------- -- --- ----------- 2. Minimum Screw Size - #8 x 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated R-19 batts Provide Cast-Crete I I. in ermit Info box on these plans for appropraite roof R-19 batts TA 2 N 8UI6-IB/IT precast ones. - lintel set in mortar 3© 4 FT 2E 3� Min. 8" Bearing ;. L90 L45 BI 'N L60 BI TYPICAL Fill lintel solid with i: GABLE - grout. Provide PT Buck TYPICAL (— Grout Filled Cell 2N 4 2 HIP Frame ceiling transition attached per jamb I details into filled cell 3 4 FT 2R I as needed using metal studs I 1 ® field verify exact configuration 2R 4 FT 2E and sizes 4" Pre-cast F 4 F Drywall ceiling 2H � see typical section LU I 1 Sill �• •r 4 FT I CeIIIng transition Insulation Deta1l 130B1 o Provide 45 bars with 12" min, lap 4 FT 2E 4 FT m to I into footing and 48 bar dia, into ;., Vert filled cell. Max. Ke Area Edge Field Fastener Pressure cv Zone I 6" 6" 8d x 2.5" ring shank 45 psf BI 1 in 1 " I Zone 2E, 2R, 2N �{" 6" 8d x 2.5" ring shank �6 psf Zone 3E/3R �{" �{" 8d x 2.5" ring shank 8-4 psf I - - - - - _ Concrete Footing 6 6, plan for ° • See foundation v ANY ZONE #8 x 2.5" Screw 63 ps ° ,. ,. .. , .. . .,. ,. .. , for exact sizes ° ° I L6 BI 1 12 I W DETAIL AT WINDOW OPENINGS IN CBS WALL I I A L L Scale: 1/2 - I O SINGLE PLY REAR GIRDER TRUSSLO +� 2„ +3 QO C U Q H. `� U Nail 2" x 4" blocking to vert. leg of U I I B I (� truss with IOd x 1.5" nails at 4" O.C. �r Install Simpson MGT into wall using E 1 N 5/8" dia. threaded rod set min. 12" SLOP (n into wet beam and (22) IOd nails into truss Verify with Plan B [� O� I 1 �;T Concrete Lintel 12 x 12 Column Block Cam! I 1 v J L fN #� TRUSS BLOCKING DETAIL ~ U- Rebar AT GIRDER STRAPPING `� 1 Q � '6 v � O Rebar 48 Bar Dia. s L Min. Overlap AT CENTER BEARING POINTA ( � R 1 B1 L31 Q U 60 W U = N ui Cclu7n toLint & l /4 ttacl� T & nt III z : Z NTS N - - CL — E � ; — LH - - - - - - eli_ - - - — HA N UN U I < W = O W SEA �l SCHEDULE N 1 W 0 U) Metal roofin and underla ment intstalled per Product A royal < U Z X Mark Size Ze and Description � attachment diagram on roof plan. W 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. � � L22 BI - - - 0) WLR � — BI C Additional Precast Lintel „ „ „ „ _ u7 1 —� #5 bars Lintel Bar Clear A B Aluminum Drip U - - - - - - - BarsEdge t Fascia Brace Gable end o u 1 O 1� 22" x •: Length Length Span -7/8" thick light textured stucco installed per with 2" x 4" SYP 42 N Attic Access m r ''':: .. 7 r �`•• N 7 CLEAR ASTM C 926 over ASTM D t e 2 paper backed 8ft back nailed to bottom - Q with light l SLOPE �{ E yP P P R QL W 2'-10" 2'-8" 1'-6" 2,#3 none wire lath nailed to substrate through one layer of of top chords using (2) IOd E _ - - - - - - O 0 Brace Gable end LLl ' ' ASTM D Tye 2 felt paper using 8d nails. Substrate nails at each truss - � � U up ted �� �� Z di ----' ----.d M----'� to be 19/32'P COX Plywood nailed at 6" o.c. in field Flash and Counter u �y 1 1 ' T ( P NT ' S'-O" MAX. with 2 x 4 SYP 42 m n. Z 3'-4" 2'-2" 2,#3 none and edges with IOd ring shank nails into studs. flash L I 1 ( T S S 8ft back nailed to bott Z W 00 (0u O 8F8-OB/IT 8F8-IB/IT 8F8-IB/2T of top chords using (2) } Q) 4'-O" 3'-10" 2'-8" 2,#3 none Nail ledger to I I TI I I nails at each truss Cam!CA +� Additional gable end truss I I I < 00 � U #5 bars -...... CLEAR :.� 4 _6" 4'-4" 3'-2" 2,#3 none t h b L - - - - - - - - (L with (2) IOd ils 12" I I " I I I One Row of "H° a each we z Block Above 5'-4" 5'-2" 4'-O" 2,U3 none Metal roofing and underlagment intstalled per Product Approval I I I I 1 CV ## as shown on sheet I over COX decking - see roof sheeting I I I _ I z Q) attachment diagram on roof plan. I I I I B 1 L31 Q ^ ^ p M M Precast Lintel r ': ' 2,#4 none I I I I L0 U CV i 6'-6" 6'-4" 5'-4" 2,#4 none Simpson HETA 20 or equal 12 1 1 1 I ~ O r r Additional P Q U U#5 bars �__ ; hurricane anchor at each truss PRE-ENGINEE�D WOOD TRUSSES I I I I m �'-O" 6'-2" 2,#5 none with (10) IOd x I I/2" nails 4 a � W „ •• � ( 24" o.c.) supporting Max. 24 o.c. TYPICAL r - - - � - - - I I I N 8FI6-IB/IT 8FI6-IB/2T 1810lbs. uplift ( shop drawings by manufacturer ) (� - !LI qj X Qi J 8'-4" -1'-10" 7'-0" 2,#5 none = 1L NOTES: N 1 1 < I cA lL +' I. min. coverage of steel=1.5" Truss mfg to provide level 2. min. bearingrequired 8 ea. end=8" ALL reinforcingsteel is grade 60. N (� 3. standard fr rein(, steel=ASTM A615 g return to be I short of wall I W o J-1--1 r TYPICAL LINTEL SECTION Aluminum Drip W I Simpson HETA < ( PRECAST CONCRETE ) Edge & Fascia j✓ R-30 blown fiberglass of ancho at eac tr ss BI o r 2" x 4" Sub-Fascia 5/8" thick stucco on 3/8' hi-rib lath in bottom chord of trusses 12" attached to horizontal and vertical wood 1 1 framing with nails or staples to provideV 1/2" drywall with smooth finish 1810 1165. uplift Kaycan full o vent vinyl soffit installed no less than 1-3/4" penetration into1 per product approval form on sheet I. horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete 1 into vertical wood framing members L9 B m LINTELSCHEDULE -and (I) #5 bar cont, in each row. Substitute B1 1 B1 b a . recast lintel filled with concrete and (I) 45 I x 4 nailer attached to ar cont. for bottom row over openings = N Window Rows of Max. Max. Max. level return with (2) 8d 1 - W dow " R Block Gravity Uplift Lateral ring shank nails with min. 1.5" 1/2" dr wall over I" x furringg penetration into soffit framing 5/8" thick light textured strips a� 16" o.c. with R4.1 fI-foil 2'-2'1 -g12'-2" Mark Unit Lintel Above Bottom Top Load Load Load PETA 2O Width Size Specification Steel Size Steel Size (PLF) (PLF) (PLF) stucco on typical concrete insulation on t ical 8" Block walls (� 12" x 12" concrete column block construction yp lJ� L22 2'-2" 3'-6" 8FI6-IB/IT ONE I #5 I #5 6113 3547 2854 block filled with concrete _ All drywall to be installed per FBC R102.3.1 1 and (2) #1 bars vert. tied Vanes - see plan and shall meet all pertaining ASTM codes. 1 L31 4'-0" 8FI6-IB/IT ONE 1 #5 1 #5 2931 3019 2128 into lintels above n oo Mortar to be Type "M" only proportioned_per FBC R(0-1.1 3;=8" #5 bar Vert. w/ and Mortar joints shall comply with FBC R601.2.1. 1 SHEET NO: thicken edge to 8"x8" 30 overlap Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) L45 4'-5" 5'-10" 8FI6-IB/IT ONE 1 #5 1 #5 4340 2093 946 with concrete and at each filled cell - - L50 5'-O" 6'-6" 8FI6-IB/IT ONE 1 #5 1 #5 3480 1880 1204 one #5 bar continuous - BEYOND Fill cell with Grout and � iv L60 6'-8" �'-V 8FI6-IB/IT ONE 1 #5 1 #5 2661 1634 891 Rear Patio/Slab to (1) #5 bar Vert. (typical). I 40 _ B1 Max. spacing shall not exceed O O LSO 8'-0" 9'-4" 8FI6-IB/IT ONE I #5 I #5 1843 1133 -139 be flush with bottom of 48" unless otherwise noted 0 5 sliding door recess. Wood L90 9'-0" 10'-6" 8FI6-IB/IT ONE I #5 I #5 1533 914 5�9 see foundation plan notes for L90B 9'-O" 10'-6" 8FI6-IB/IT ONE I #5 I #5 1533 914 5�q Top of f ooter Base spacing at openings - OVERHANGS NOTED ON THIS SHEET JOB NUMBER:16" below finished floor LI00 10'-0" ll'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1364 198 404 Step per foundation plan 4" concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"x6" an coin WWM to 6 mil treated f over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER LIOOB 10'-0" II'-4" 8FI6-IB/IT ONE I #5 I #5 1366 798 604 � Slope per foundation plan ao clean compacted termite treated fill L120 12'-0" 13'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1075 606 433 - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE L120B 12'-0" 13'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1015 606 433 CONSTRUCTION. ���QO.DOO000 ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING L140 I4'-0" 15'-4" 8FI6-1B/IT ONE 1 ##5 1 #5 950 485 25 - EH� _ - ALL TRUSS TO TRUSS CONNECTIONS BY LI60 16' O" I�' 4" SF8 IB/IT ONE I 5 I 5 950 404 25� TRUSS MANUFACTURER OQ,0 0 ° LI60B 16'-O" IV-4" 8FI6-IB/IT ONE I #5 1 #5 950 404 25-1 - IIII- - �Q 7 I_ ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR Digitally signed o o® ALL LINTELS SHALL BE MADE BY CAST CRETE OR LOTTS LINTELS _ 0 o o LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE F1 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION by Daniel R. O ° 0 - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING: ��I " " ° . AR9770 LHCONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO Q �°LINTEL CONSTRUCTION, HANDLING: INFORMATION, AND SAFE LOAD REQ. ' IIII �- 11 F3 T I e a l S G C t I O n atFront P O r e h PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO Braden op��° °° °°°"°°O��0�0 REQUIREMENTS - LINTELS OVER 14'-O" LONG: ARE TO BE PRESTRESSED. Date: 2021 .08.25 0��°20° °QC���Q� Scale I/2" = I'—O" TRUSS CONSTRUCTION 15:49:11 -04'00' P,4NEL "A Poles BR Load Wire Description circ# circa Description wire Load BR Poles 1 20 1.2 kw #12 Refrigerator 1 Range 44 12.0 kw 50 2 1 20 1.2 kw 412 Clothes Washer 3 _ _ _ _ _ _ _ _ I 20 1.5 kw tt12 Kitchen S.A.C. 5 6 Dr er u10 5.0 kw 30 2 132 CFM 1 1 20 1.5 kw 912 Kitchen S.A.C. 1 8 121 CFM I IOXIOx- 1 20 #12 Bathroom Recepts q 10 Air Condensor 410 5.0 kw 30 2 1OXIOx- 1 I 20 1.2 kw 412 Dishwasher II 12 I 20 1.2 kw 412 Microwave 13 14 Air Handler #10 5.0 kw 30 2 I 15 914 General Lighting l5 I6 1 1. Covered P or e h SITTI 0 I 15 914 General Lighting IZ I8 WH 410 5.0 kw 25 2 I 15 #14 General Lighting 19 20 1 15 #14 General Lighting 21 22 Goo 412 0.81 KW 20 1 I I I 1 I 15 914 General Lighting 23 24 Spare I 1 Covered Porch Spare 25 26 Spare I I SITTING I 1 Spare 2-1 28 Spare I 1 Spare 29 30 Spare I f\ S T E R f� � M ,4STER PANEL "A" LOAD CALCULATION SHEET Load Description Qt Watts Total(Watts) 132 CFM General Lighting (3 watts sq. ft.) 2496 3 2,283 F T IOXIOx-11 Small Appliance Circuit M s) 2 1.500 3.000 R C O 1 I WP GFC1 Range 1 12.000 12.000 Refrigerator 1 1.200 1.200 Microwave I 1,500 1,50o I � ? Dish Washer 1 1,200 1,200 I xIB/A /i 1 Clothes Washer 1 1.200 1.200 Center Registers r- - - - r-� SS I 1 ❑ Clothes Dr er I 5.000 5.000 103 CFM on ceiling fan 103 CFM i __1 ___ 1 1 _ y IOXIOx� I OXIOXI ,C� Smoke / Carbon _ Water Heater I 4,500 4,500 I 12xI2xI0 Monoxide Detector 1 N B/A I Combo cJ I Garage Door Opener 1 810 810 O C T V I M cJ _ _ _ _ - �� Q Ln Total Watts 3-1,898 i �J H•B• U Q iwng M 4)7 o First 10000 Watts 5100% 1 10.000 10.000 I Box 0 cv Remainder 2�,898 s'40% 1 O 11,159 I cy cn Electric Heat or A/C 10,000 865% 1 10,000 10,000 L Calculated Load Watts 31,159 I 12�� Voltage 240 Calculated Wattage Divided by Voltage = Total AmpsF Panel Size Required = I50 Amps DINING I �� i� 1 � / ' - _ ____ Y ant _t�rU � � - � - � LOSET fi� 00M I 1 / ` 1 Si4T Soffit N �'�`� ° I O � N Electrical Symbol Legend I 1 I I 1 _ Fc1 N iwng I I 1 L - - m- �� +�- $ Single Pole Switch ® Recessed Can Light I DINING 7 soxExhaust Duct S3 Double Pole Switch ® Eyeball Recessed 1 ® I I 1 GFc1 /� i� F---, / H /T h r U S of f It O tL 1.4 CFM O O I //GFCI _ 1 PB Push Button Switch Exhaust Fan -Duplex Outlet Ceiling Mounted Light - - - - - - ' r l P g g - I 12X6X1 11 /�i,� ° GFCI 5 U I 1 ✓ - \ AV r- Special Receptacle Wall Mounted Light - - n rg 18 CFM \ 1 1 ® �I v (1/ z � Waterproof ground fault circuit p IOx6x6 AIL P. c,Fc Light with Pull Chain (attic) O I \ 1 Z � ® Floor Duplex Outlet © Computer Connection Jack - - - TQ2ox2o - O o - - I� \ KITrCHIEN ul (�l cn Carbon Monoxide Detector Flood Light 8x4x4 fRi A I = 1 \ 1 I I v TQ Thermostat m Electrical Panel Vent t,l r u ___ - 6 CFM /he In j I Duct T h r U ,� � � g � �2" I xhaust �Central Vac Electrical Meter SOf f It ___ ____ _ I A/C HiMEs 3 3'-2" 24 \ SQ Smoke Detector Ceilingfan � j �I - - - - - \ � l,U a I I � � - I - - I�" - - - - - - - - an rg ® � _ _ _ - WP GFC1 U Tv Television Jack I W 22" x 54" 44 _ LH Telephone Jack 8x4x4 > with light �l /GFc1 O \ Install under disct I I Attic Access USt Duct ❑1 P Ac Disc A/C Disconnect CFM - - - - i O = I L _ _ _ T h r u S of f I7 _ R - I _ - I not shown for ® I x 4 Florescent Light ® 2 x 4 Florescent Light I Q P O lU D E R GFc1 GFc1 = c1 clarity z ° CLOSET I � �_ _ � I 150 ,4mp Meter SPKR Speaker Hook-Up _ _ -'��� Panel ® 42" GFCI sx4x4 ; IYCFM/ A/C FB = JUNCTION BOX TO SUPPORT A FAN H.B. � 4x4 1 l OT = THERMOSTAT LOCATION 1 E FAN/ ° i 8x4x4j` W 22 x 54 Attic Access BALANCED AIR ;J _ ---�_ -' 39 CFM _ FC - - - I Q I I _with lig J // o O cv cn - L N 2 2xIo 1 Q � I Optional PI �� ISO ,4mp Meter Z W 00 M O FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW I panel location Panel Z o I 0 ® CLOSET 1 > Pull chain A/C disc. A/C disc. - - - - - - - - 16" 1 I CVN ,_, U r r-----------------� light in attic Q 00 00 s 12xbx� H.B. I I 1 � I I Q 3*2/0 AL SER Cable I I 280 CFM _ � U (3) 3*1 THHN Copper With 1*1 Grind1 i i / Cj 1 42 GFc1 � 00 OD tt 40 conduit 2" PVC Schedule i 1 bon z N N 2" PVC Schedule � � � � � G P 40 conduit sleeve AISOMP M C� I I I N �� ``ponoxide Detector W Combo CV N MCB into attic MCB I 1 /4 S T E i i G Cl0 r r _ PANEL AHU PANEL AHU I Garage 1EDfi� OOM oVERED 3 Doo rr cal 200a rated 200a rated # 2 1 PORCH I I �f SO Opener meter can meter can / r r-----------------� O ~ LLI x J O O 1 1 I I LU i r e For !i LL METER METER 1 Front Post Intersystem bonding Intersystem bonding 1 Light \ m U r L 2" PVC Termination point 2" PVC ( FPL)� Termination point schedule 80 schedule 80 1 1 i 1Z PB i i < t j WP GFCI I I 2" rigid service FPL 2" rigid service FPL SEC Bare ttb co�ppper wire SEC Bare U4 co per wire 1 1 1 i 1 COVERED \ I I to (2) 8'-V' Galvanzied to (2) 8'-�' Galvanzied PORCH_ ground rods ground rods L ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER Ji - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS /4 S T E R - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which 1 shall be verified prior to construction shall be verified prior to construction 1 - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment 1 # 2 SHEET NO: ELECTRIC NOTES: S C � l- E : 1 / 4 " = I � O i� E 1 I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before d 1 free of defects for a period of not less than two ears from ordering. The contractor shall provide circuit routings to 2. Provide and wire a I required smoke it Carbon P y g p g Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. ,�t t I G Venting C d 1 G U l d t l On S 1= C 2309,1 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans JOB NUMBER: 4. ALL bath and kitchen receptacles to be GFCI protected, charge and shall include replacements or repair of any or as selected by others. Total Attic Space = 249� sq, ft, S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. �'-O" o �, p Post Light with Ventin Ratio 1/150 = 1�.�� s ft. re wired 6. Recessed cans to be installed per NFPA requirements. 16. It is not the intent of these plans to show every minor detail 22. All raceways and pipes placed in or through any concrete � Photo cell g q q 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the 1 o- ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. - x o 8. A/C Return Air Balance Must comply w/ FBC RM1602 the requirements necessary for the equipment to be placed in O W Provide 4 Continuous Vented Soffit ��O.O.DOO000 9. A/C Refrigerant lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-l" shall be installed in metal EMT Q sleeved in PVC ��?°° 11. All work shall be done in accordance with the N.E.C. and conduit. °°°°°°° N DOQQQ°, 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dr er Vents to be installed per y P >II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FBC RM1502 � �� o ° �' LR•8�® contractor, the completed system shall be fully operative. and telephone company. Digitally signed b �� °® °°o b 12. Contractor shall pay for all fees, permits, testing, and g y g y O ° o O inspections including blower testing where required. 18. The electrical system shall be completely and effectiveiy O.LJ°o AR9770 °°GSDQ 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. Daniel R. Braden o o OQ interference with the progress of construction. 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' Date: 2021 .08.25 ado°°°°° ° °�OQO�� against the public liability and property damage for the labels where applicable. i i �o�Q��p°°pQC� 00 duration of the work. 1 5:47:22 -04 00