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HomeMy WebLinkAboutPlans - 52 Calle De Lagos(1) Metal roofing and underlayment Intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting Metal roofing and underlayment Intstalled per Product Approval attachment diagram on roof plan. as shown on sheet 1 over COX decking - see roof sheeting attachment diagram on roof plan. "Zz 12 12 -4 [SLOPE LOPE 1 -4 8'-1" T.O.B. 8'-I" T.O.B. 2„ 2„ 2„ 12„ 5/8" thick light textured ' stucco on typical concrete 5/8" thick x 8"W cut O o block construction coral finished stucco bands N I I Ll 0'-0" = Finished Floor Q� 0'-O" = Finished Floor 5/8" thick x 8"W cut Finish Columns With 5/8" thick light textured Finish Columns With coral finished stucco bands 5/8" thick cut coral stucco on typical concrete 5/8" thick cut coral Cl finished stucco bands block construction finished stucco bands 0 LEFT ELEVATION REAR ELEVATION Q U SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Metal roofing and underlayment Intstalled per Product Approval O as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through Metal roofing and underlayment Intstalled per Product Approval one layer of 15 Ib felt using 8d nails. Substrate as shown on sheet I over COX decking - see roof sheeting to be 19/32" COX Plywood nailed at C o.c. attachment diagram on roof plan. in field and edges with IOd ring shank galvanized O nails into truss webbing. 12 U LL SLOPE -4 U 0 � 12 n/ 0 SLOPE T.O.B. Z Z OZ IV 12" 12„ - 8 -1 T.O.B. l-IL 0 I I I EI 5/8 thick X S W cut ` 12" 5/8" thick x 8"W cut 12" O C coral finished stucco bands �J U H- coral finished stucco bands o 5/8" thick x 8"W cut coral finished stucco bands Z � - - - - - thick light textured Finish Columns W7ccor 5/8" thick light textured v 0 stucco on typical concrete 5/8" thick cut block construction finished stucco bands stucco on typical concrete - - - - - - - - - - - - - - - - - - - - - - - - O_O"= Finished Floor - - - - - - - - - block construction FRONT ELEVATION WW o0 SCALE: I/�{" = I'-O" ua � O RIGHT ELEVATION ' Z W OD „ _ < U SCALE: 1/4 - 1'-0" J < s IL < Address : S2 C /4LLE EDE L /4GOS ' z �� � # Y) OU cv cv 2 rr� PERMITTING INFORMATION 100) a- U O rr Florida Building Code Residential: "ITH Edition and ASCE 71-16 for Wind Loading 2R 1. 3E 2N 3R 2N W U � Product Approval Submittal Affidavit Building Design is: Enclosed Risk Category: II Wind Speed: 165 mph ultimate F_ LLI - X Mean Roof Height: 13'-8" Roof Pitch: +12 (7-20°) 2E v is LL Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows t Skylights Internal Pressure Coefficient: + O.I8 3E I 3E U LL N TEST Design Pressure 2" x 4" to late 1/2" drywall ceiling on truss bottom cord SubJectability to damage from: Weathering: Negligible Termites: Very Heavy 2N 2E 5 >r Opening NOA/FL Product Model # Manufacturer Glass Attachment method Expiration 9 P P of Approved Tests Width of Roof End Zone: -0 3R 4 � Type NUMBER Date PP 3E 4 +3 Wind Exposure Classification: C � 1,2,3 Single Hun SH-��OOA 5/16" spa dia. tapcons w/ min. 13/8" penetration to be Adjustment factor for Exposure Height Using Allowable Stress Design and t FLU 239.4 g g PGT spaced per product approval. Contractor shall adhere to + 65.0/-80.0 PS J P g g g t4 Impact min. edge distances specified in Product approval Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.6WL 5 note x uc to concrete blockwit soi a ce mt Overhead Model 824/811 (I) 1. bar varw using 3/8" x 6' Hilti HLC sleeve anchors at 8" o.c. Ex Height Ad Factor: I.00 x Load Combo Factor 0.6 = 0.6 applied below GABLE ROOF FROM A FLU 15311.7 18'-2' max, width DAE3 th 1.25' dia. was with min. 4" edge distance. Install track to buck +50.0/-60.0 PSF P 9 J PP 2:12 TO 8:12 PITCH Garage Door 16'-o" max height sing (1) 5/I6" x 1 5/8" full thread lag screws in each bracket maintaining g g min. of 1.5" edge distance - GC to strictlu adhere to product approval n Door Compan rovide �/IL" ushnut washer on roller Shafts. CABLE ROOF Components t Cladding Wind Pressure: �e.s Smooth 1/4" dia. tapcon with min 1.25" embedment at 6" max Zone: 1. 2E +15.0/-39.0 psf 73 B FL# 15213.1 Fiberglass Plast-Pro Fiberglass from corners and 14.5" o.c. max, thereafter in jambs. +65.0/-�O.O Zone: 2N, 2R, 3E +15.0/-51.0 psf 2R I/4" dia. tapcons w/ min. 1 3/4" penetration to be 1/2" drywall On Zone: 3R +15.0/-69.0 psf 2R 1 3 2E C SlidingGlass Series 110 I" nom p p 3 FLU 251.4 PGT spaced per product approval. Contractor shall adhere to + 2" X 4„ studs at 16" O.C. HIP ROOF Components Cladding Wind Pressure: 2E SGD 60.0 PSF P 9 Door Type "G5A' min. 2 I/2" edge distances specified in Product approval - Zone: I +18.0/-31.0 psf 2R � TEST Zone: 2E/3E +18.0/-.41.0 psf 2E 1. f 2R Zone: +18.0/-53.0 psf 3 Product NOA/FL Model # Manufacturer Attachment Method Expiration Design Pressure L � 2R NUMBER Date of Approved Tests Components t Cladding Wall End Zone Width: 3'-0" LE4 3 2E 5 SHEET N O: For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment WALL Components t Cladding Wind Pressure:Zone `I•: +23.0/-25.0 psf CM-18531 MI Windows penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" + 118.9 PSF Zone 5: +23.0/-31.0 psf Mullions FLU 15353.8 vertical mullion and doors self tapping screws per clip as shown in product approval. + 5 4" concrete slab with fibermesh OR Components Il. Cladding Wind Pressure (NET) on Garage Door: 6"xC 410/10 WWM on 6 mil Visqueen over Zone 5: +32.0/--41.0 psf HIP ROOF 2:12 5V Crimp 26 ga. 5v crimp metal roofing attached to pl wood deck using 49-15 x 1.5" Roof Zone : TO 8:12 PITCH Roof FLU 33818.2 P Gulf Coast Supply HWH wood screws with self sealing washer at 12" O.C. max spacing pper System 1/2E/2R: clean compacted termite treated fill Shear Walls Considered for Structure? Yes OF S. Metal Roofing no. 5V-7ype I for max pressure -94.25 psf. Install per system 5V type 2 and manufacturing for max. pressure of -131.0 psf. Fasteners shall be installed through underlay- - 94.25 PSF Continuous Load Path Provided? Yes ment and attached to/throw h �p I wood per sheeting attachment detail on roof base-board 2" X �" P.T, bottom plate = Roof Zone I J 0 B NUMBER: plan. Plywood to be 19/32� C!�X. p g 2N/3/3 131.0 Are Components an Cladding Details Provided. Yes Walls Zone 4 -131.0 PSFMinimumI Presumptive: 9 Tes si . P - Install two lagers of T vek horizontal) n shingle st le fashion using 4 and U g Underla FLU 208%.1 DuPont Protec 160 DuPont 6" overlaps. y Install using I" dia. meta? or plastic cap nails at 12" o.c. along This Building Shall Have a Following: © Eo Roof ND ZONE /2R 21 h the = R o Z 2E y Tyvek course and end laps an a single row 24" o.c. along middle line of the field APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: Walls Zone 5 I.A.W. the product approval installation instructions. Stagger top layer using D�OOOOo 26" undercourse stripparallel to eave ed a and cover with full sheet. CORNER ZONE O Overlapsuccessive hets b 26" I.A.W. g product approval installation instructions. interior Non- a r I n g F� a r t I t I on ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 psf Attic w/out storage: 10 psf = Roof Zones 3/3E/3R QQ���C �Q�moo FLOOR LIVE LOAD: 40 psf FLOOR DEAD LOAD: 10 psf Attic with storage: 2O sf Roof Zone 2N Q o� °°°°°°°°°°°°°°°°� •o Siding Stucco on Block Y1tSQQ°QQ°° o „ Install using 2" x 4" PT battens attached to wall using 3/I6" dia. O° O Soffit FLU 16503.1 F Tripple 4 with 1" min, embedment into wall. Attach Soffit channel to wall using Digitally signed b 0° ° ® so b Full-O-Vent Single Kagcan LTD 0.091" dia. x 1.5" T-nails at 12" ox. per detail C in P.A. Install J" + 55.6 PSF g y g y O; � o ®�® ° O SPAN VINYL SOFFI channel to bottom of fascia using staples into soffit and same 7-nails ELEVATION NOTES: ,ALL CON T R A C T O R UJ A R R A N 71 E S S E G I N UJ H E N THE C L O S I N G Daniel R. o�s°e° AR9770 at hem and in Valle s er detail A in P.A. (product a roval) . Braden RETURN ALL STUCCO BANDS TO WINDOW OCCURS BETUJEF_N THE BUYER AND WY>\ NE BUILDING CORP. Date: 2021 .09.21 have reviewed the above and approved It b m Seal below. l Architect or Engineer of Record ) OR DOOR. AND UJ I L L CONTINUE FOR ONE YEAR FRO 1 l THAT DATE ao��o°°°° °oC�� PP � � 9 11 :12:30 -04 00 000o CQ a QaoQ �000D� FLOOR PL ,4N OPTIONAL PATiO/SLAB 41, TYPICAL NOTES: SCALE I/�V = I'-O" � CRASH POST DETAIL AREA CALCULATIONS 34"-0 N.T.s. Living A/C = I�°�� sq. ft. l2'" 1 I. Contractor to verify ALL notes and dimensions prior to w,H, = Water Heater 36" high by 4" diameter Front Porch = 1.41 sq, ft. 2 proceeding with work. Steel crash post. Floor Flange with 4 - 3/8" Rear Porch = 200 sq, ft. - 00 00 0o Eo 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into Garage = 321 sq. ft. ° ° ° ° ° EGRESS 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5o ksi steel plate) a minimum 1,400 P.S.I. fiber stress. Total Under Roof= 2108 sq. ft. r- — — — — — — — — 4. No dissimilar metals to touch. 12" x 12" Concrete column 5. ALL Concrete used for slabs Shall be min. 2,500 PSI concrete. 1 2i2 2 Total Cubic Ft = 11,568 block filled with concrete and I I E ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o '�" %2" o in bars Vert, teed Into lintels shall be 3,000 P.S.I. concrete and/or �,000 P.S.I. grout mix m o 2" VTR o o lteliss above O �. Drywall at ceilings shall be leveled and attached to bottom chord '13i8" 2y2„ , AL - Covered Porch of trusses with screws per FBC R102.3.5. 2y2„ 2 I „ I 12'8 1. ALL wood in contact with concrete shall be pressure treated. MASTER 2 O 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. ° ° BATAV-, 9. ALL plumbing fixtures to be low flow. �2 2„ LAV-I 10. Contractor to Provide Drain at Water heater in accordance 2„ I E El I I I 1 13 1 1 1 1 61 1 1@01O 19A I C with the current edition of the Florida Plumbing Code. I I y 2 wm-' E I © I M s T I O - 11. Contractor to Provide a 2 -8 wide door at one bathroom for w�-1 =� I ER I - i " 11LAUNDRY 2" •• handicap accessibility requirements. 2r2„ 2�2„ 2" VTRJIL 2" AAV l 211 9 8'-0" to 91- " A.F_F. I BEDROOM I N 12. Lowest finished floor to be set by Governing Building Department �2" 6„ �2" l s-' 3" BT-1 „ `�' vaulted eiling I 8'-6" A.F.F. I qy o surveyor t0 Set In field. l 2" KTICHEN Coffer Ceiling cn= N 13. Separation between residence and garage shall be per FBC R302,� 11 " T I I E v p 9 g 14, Door between garage and residence shall be 1-3/4"t 20 min. rated door 2" 3" ® R q O M I o � 15. Wall and Ceiling shall have a flame-spread classification of not greater than 200 er FBC R302.`l.l — — — — — — — l�. Wall and ceiling finishes Shall have a smoke-developed Index of not greater than �f O per FBC R302.9.2 BATH #2 WC-11 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant 2„ flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation BT-1 3" I Rod Shelf E I U � materials exposed on the underside of the roof deck or on the attic walls shall comply C.O. 19'-8" 6'-�" �" 6'-0" Q O _V with F.B.C. pR31� - see permit Info box of code edition p y P L U M B i >� G RISER R — - - N Q p C514 C�30 C931 I I Vanity to b ° Q U U Q 18. Gypsum board material shall conform to ASTM C36, C19, C�f1S, To Septic �� `� _ Q C��O, C1002, CIO-41,CI111, C1118, C1218, C13`i5, or C139� and shall be installed N CA I s I m H.B. according to the following. C .3. L, I Or wall Framing Max, s acin O S E T y Location Orientation P 9 Nall sizing options for 8'-0" to 9'-8" A.F. 2" x 6" knee-wall ° O E Thickness Member of fasteners installation of dr wall into Maximum wood framing members vaulted Ceiling I below counter top tK I J Mir r r O Nails Screws 2" x min. thickness Ceiling Perpendicular 24" -11, 12 13ga 1 3/8" long with 19/64" head DINING DI N i N G OR I\ OOM L — — — LINEN 1B 0.098" diameter x 1 1/4" longI �� ��� 8„ Rod Shelf O ABINET annular-ringed or 5d cooler nail I > H co E D /2 OR Install doors thru buck into �� / /� ———T W Walls Either 16" 81, 16" 0.080" dia. x 1 5/8" long with block using tapcons as stated �r Direction 15/64" head R in product approval form on sheet I. LL FT Exterior face Buck to be 2" x 6" PT I i i / \ Gypsum board nail 0.086" dia. of wall O Vanity to be i �� ° SAT E �W OI Q- x 15/8" with 9/32" head. "' ' Varies " ; - = 34 %2 'high I ,/ ° Gelling Perpendicular 24" 12" 13ga 15/8" long with 19/64 head , ; `4 C14Oi II'-O 3/4' 9 '/4 OR High Wall I O 0.098" diameter x 1 3/8" long `r E O I 3'-8" J K I T C H E N 5 annular-ringed or 6d cooler nail See product approval for - I = U OR hinge screw into wall req. N 1-1/2"— O through rwall l Walls Either 16" g 16" 0.092" dia. x 1 -1/8" long with Z — — Zsver-hang — 8,_O"" A F F I I v Direction I/4 head Detail at Door o N OR 77t Flat Ceiling - Gypsum board nail 0.0915" dia. NTS H. - x 11/8" with 19/64" head. E 4'-I" 10'-5" -O" O Upper cabinets to 19, ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.� , INSTALL VULKEM BLOCK SEALANT 3 O"" extend over Ref. N U A108.1, A118.1, A118.3, A13�.1 and A131.1 ON ALL JAMB, HEADER, AND I �an e Ref I I 2 fillercA — SILL BLOCK PRIOR TO BUCK l-1 42 ad° 4'-O" t� 20. Cement, fiber-cement or glass mat gypsum backers in accordance with ASTM INSTALLATION — - '° V41 — — Benin +-� ULLI C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall E o Rod Shelf _ tJ U be used as backer for the wall tile in tub areas and wall panels in shower areas. — — — — — — v O 21. insulation including facings such as retarders or vapor permeable members installed , N O I 4"0 Steel Ballard ts sulatic A/C o Install windows thru buck into _ _ _ �e detail on this sheet 1 Z W within floor-ceiling assemblies roof-ceiling assemblies wall crawl spaces and attics block using tapcons as stated _ O m W I 1�" j Z Exterior face in product approval form on sheet I. Ln F > �° 22" x 54" shall have a flame spread index not to exceed 25 with an accompanyin smoke of wall N O Attu Access Provide auto developed index not to exceed 450 when tested in accordance with ASTM E 8-4. vanes E d Q o with light J closer E Insulation shall comply with F.B.C. R31�. = 8'-0" A.F.F. 22"" - - - - - (1) G. Op Flat Ceiling vUU I"x4" P.T. Buck nailed to OD - a a II'-6" u' 6'-O" 4" a 150 l Meter block with case hardened nails wN = \I m Panel prior to window attachment u_ `"\ S E C O l�l D ® �' 0 m Detail at Window E ERGEN Y lam/ L O Uj � ndo�u Schedule NTS N BEDROOM DRESS GARAGE _ ' z Z N o 00 T 00 8'-4" A.F.F. O E m � Z W � � U O Mark Size Rough open, Window Description PRESSURE ZONE O O Flat Ceiling o N < 000 _ _ U 0 CA I. 4'—�%8"x 5'-3 %8" 54�8"x 63%4° Single Hung ZONE 4 E E ° OL I I 2, 6'-2%"'x 5'-3 �8" is 11 x 63 %4"' Single Hung ZONE 4 Metal roofing and underlagment intstalled per Product Approval O I NN (a tt as shown on sheet I over COX decking - see roof sheeting - Z 0j „ 5 „ attachment diagram on roof plan. ° EGRESS O v 3. 2'-2" x 3'-2 1/2" 2-T/2 x 38/8 Single Hung ZONE 4 O r--------- all in --i O E E co ° ° ° - Block wall In CV CA L o be 4. 4'-5%8"'x 4'-2 %" 54�8"'x 54 %" Single Hung ZONE 4 12 O O O - I garage k tblock I ~ O r r 4 PRE-ENGINEERED TRUSSES 3'-I" O O O i i E p v U D J) ALL Windows to be aluminum Windows W/ tint at 24"o.c. TYPICAL _ C �/ER ID I l ``� (shop drawings by manufacturer) _ 12 x 12 concrete column block felled I I W X -1 Truss mfg to provide level ith concrete and (2) #-1 bars v rt. tied 14'-6" and mullions per elevations. o _ PORCH I l � � ,._ return to be I short of wall into ll tels above I I N LL +' ALL windows to withstand pressures in permit info box on sheet I p p Aluminum Drip I I U r 1] ALL WIndOWS In bathrooms t0 be tempered Edge >I Fascia R-30 blown fiberglass E I I E All rough opening dimensions to be verified by contractor 2" x 4" Sub-Fascia 12„ in bottom chord of trusses N 00 EE 00 00 ° ° ° ° ° ° ° with manufacturer s secs prior to construction 1/2" drywall with smooth finish ° p Kaycan full o vent vinyl soffit installed IN per product approval form on sheet I. Two rows of beam block filled with concrete 5'-4" 4'-2 2'-8" 2'-8" 3'-5" 9'-O" 3'-5" and (1) 45 bar cont. in each row. Substitute _>j< J l precast lintel filled with concrete and (1) #5 0 C u ` I" x 4" nailer attached to bar Cont. for bottom row over openings level return with (2) 8d Z >< Q3 Mark Size Rough Opening Door Description PRESSURE ZONE ring shank nails with min. 1.5" 1/2" drywall over I" x furring 34"-O" _U g p g p penetration into soffit framing strips at 16" o.c. with R4.1 (i-foil A 9'-0'1 X -11-0" 108" x 84" Overhead Garage Door ZONE 4 Insulation on typical 8" Block walls L All dr wall to be installed per FBC R102.3.1 5/8" thick light textured = y B 3'-O" X 6'-8" 41 %4""x 83�4"" - stucco on t gical concrete _I and shall meet all pertaining ASTM codes. (� Fiberglass Panel Inswing ZONE 4 yp co Mortar to be T e "M" one proportioned �pper FBC R601.1 From bottom block construction and Mortar yolnts shall comolig with FBC R6071.2.1. C 6'-O" X 6'-8" �`� x 81 /z" of recess Sliding Glass Door ZONE 4 Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) D 2'-O" X 6'-8" Solid Core — Wood — 6—Panel —Bi—Fold Finished 24" x 81 %2"' 45 bar Vert. w/ 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 (1) 45 bar vert. (typical). i x 6„ P.T. Buck nailed to Max. spacing shall not exceed block with case hardened nails F 5'-O" X 6'-8" Solid Core — Wood — 6—Panel — Bi—Fold 48" unless otherwise noted Masonry Beam prior to door attachment Wood see foundation plan notes for s 20 min. rated at garage se spacing at openings I" x `„ P.T. Buck nailed to G 2 —8 x 6 -8 x I /4 Solid Core Wood, Steel, or Masonite Door 9 9 S. 4" concrete slab with fibermesh OR block with case hardened nails q and jambs door attachment head J O B NUMBER: H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 6"x6" 410/10 wwM on 6 mil Vis ueen over and d 2'-6" X 6'-8" Solid Core — Wood — 6—Panel — Bi—Fold _ clean compacted termite treated fill p O 0 _ Masonry wall 2 1 — 2 8 B Install SGD Frame thru buck into K block using tapcons as stated 2'-8" X 6'-8" Solid Core — Wood — 6—Panel — Bi—Fold Grade in product approval form on sheet I. uu�QO.D000000 Head Install SGD Frame thru buck into ALL Exterior doors to withstand pressures stated In permit info -� 1LI sliding door block using tapcons as stated 52 C A L L E DE L A G O S °° b O x On sheet 91 in product approval form on sheet I. O° B Q 14 w x 18 Concrete footing ��'�° g verify sill attachment req. Jamb o ° GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL with (2) 45 bars cont. and 45 Typical Flooring Digitally signed b 0° ® o b 14 transverse bars at 48" o.c. with product approval on g y g y O' O WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I o sheet 1. Sliding Door Detdd Daniel R. Braden � �°o AR9770 o°a>0 All rough opening dimensions to be verified by contractorI At Masonr Mall NTS Date: 2021 .09.21 °°° ° with manufacturers secs prior to construction T Y P i C �4 L S E C T i O oo��°o 0��0000 p p Bottom Track 11 :12:18 -04 00 ���aQ oa Scale 1/2" = 1'-0" SIII ���000ODO�� ITT' OPTIONAL , o PATIO/SLAB F C U N ED A T 10 N P L A N 20'-0" F4 , STRUCTURALt �MOTES : scALE: /�" = I� _O" - - - - - - - - - - - - - - - - - - - - - - 1. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE II. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY L ° F4 L — Er- — -1 —y y y y y — y y — O ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS I F3 CONSTRUCTION I Filled cell under - girder above O FI 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 — Rear Patio/Slab 6 -O WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION - I� W �to be poured separate L 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL PLAN. from the house slab. _ BEARING CAPACITY. IF ANY SUB-SOIL, MUCK OR NON-UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN 13. DESIGN LOADS ARE AS FOLLOWS: I r- PROPER ENGINEERING DATA FOR DESIGN. SEE PERMIT INFO BOX ON SHEET I. Thicken footing to 24"w x 14"d x YVL `�.. 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, O I under filled cell FI ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI 00 O O ° O -' O 00 under girder bearing. BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. r- — — — — — — — — — — — — — — — — FI 5. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO 15. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR I Rear Patio/Slab to I v SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. O I be flush with bottom of �U FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, i sliding door recess. SLAB ON GRADE TO BE A MINIMUM 4" THICK W/ 6X6 10/10 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. _� I Slope 1/2" I `r o WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 4I `� `� BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: I v (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOOTING: 3 -4 , 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 o CONSIST OF I FI O 0 CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI , I p U 3 PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE D N t L) STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND 19. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM I 32'-e" U _ (� COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: (13 Q U PROCTOR VALUE. 2" x 4" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI , I H.B. 8 2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 915 PSI GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND I 4" concr to slab with fibermesh OR I DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 20, ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE 6 x6 410/I WWM on 6 mil Visclueen over ° O O ATTENTION OF THE ARCHITECT. PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I clean compacted termite treated fill 9- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 21 CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH I I o FOUNDATION PLAN). PROVIDE I-I/2" RECESS FOR OVERHEAD DOOR TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD I FI 10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS Termite Protection for New FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... Construction as per F .B.C . R318 .1 45 bar vert. w/ CONTRACTOR TO REFERENCE F.B.C-R �- 30" overlap Fill cell with concrete and FOR FURTHER REQUIREMENTS �- at each filled c (1) 45 bar vert. (typical), Max, spacing shall not exceed cv O 48" unless otherwise noted -� O IL Wood see foundation plan notes for Thicken edge to 8"x8" ° ci Base spacing at openings with concrete and '�" concrete slab with fibermesh OR 4" concrete slab with fibermesh OR one 45 bar continuous 6"x6" 410/10 WWM on 10 mil Vlsqueen over 6"x6" #lo/10 WWM on 6 mil Vlsqueen over clean compacted termite treated fill clean compacted termite treated fill GRA*Er �J Z 4 ° Grade - I 0 FI Ili - 1I , :° a . ° 3" O a a — 8„ O O -� with (2)8#5 barsrete cont. ands#5 — — — W_ — — PORCH SLAB EDGE DETAIL - q U transverse bars at 48 o.c. — = — — 3" SCALE 1/2" = r-0" I - - I \OH. — — — — — M N— A/C o fill � FI r W I I 4'0 Steel Ballard L W #5 bar vent. w/ 0 filled w/ Concrete � I #1 `r 30" overlap > ) Z TYPICAL FOOTING DETAIL I I I a- F5 SCALE I/2" = I'-O" at each filled cell MI � 4" concrete slab with fibermesh OR #5 bar cont, in curb Fill cell with grout and (1) 45 bar vert. (t ical). _ U �� 6"x6" 410/10 WWM on 10 mil Vis ueen over yp 4 Max, spacing shall not exceed OL I E N clean compacted termite treated fill Curb height 48" unless otherwise noted tr a,N >4 N #5 bar Cont. Verify based on Wood see foundation plan notes for �— foundation plan Base spacing at openings I I E� I W E m 4fibermesh - - Step per with OR a- I ,, o foundation plan over f �„ 6�i s a tFI � � W � O .:. x 10/10 WWM on 6 mil Vlsqueen o I r +z J I �y �,, I z v; `t clean compacted termite treated fill I ME —�� LE) I o� I z W 00 m -3 N Grade I I� 1.11 E I 17 7 3„ 3" (2) #5 bars Cont. bottom steel / Q p O � GOOD F1 i I �- 10" II „I „ oL — — — - - - 0 z� CA CA .Q 12" 14 w x 18 d Concrete footing EIS E i i i i i i 0 — _ ## v U NN L 7, - 1 rr,7, , with (2) #5 bars cont, and #5 U! I V F5 I O 2 DETAIL AT GARAGE STEPDOWN transverse bars at 48" o.c. E I fL I ° U SCALE I/2" = I'-O" " I W U Co 12" x 12" concrete column W >( block filled with concrete 14'-6" � X QjLL and (2) #, bars vert. tied GARAGE CURB DETAIL Contractor to provide , NLL into lintels above ✓ p ' SCALE 1/2" = 1'-0" (�l pro roper foundation chairs F4 I F5 I r v '. 1/2' Mill. for proper steel installation r r Q. D,.te I F4 I ;� E - - - - - - - - - - - — < '� Top of Tooter _ - - - - - - - - - — 16" below finished floor ° .n ° ° ° ° �� �� 00 1.5" ReCesS for �� �� +> Gar g Door 4 [�=_�n k���UH EEE „ 12" x 12" concrete column block filled 30"x30"xl�" Concrete 30 min. with concrete and (2) 41 bars vert. tied into lintels above column footing with (4) U5 bars each way fo 3' 2" x 6" PT wood secured with C Or n�r .�7 t G�G�l � a p 30" 1/2"dia. x 6" expansion anchors with 2" sq. washer at 18" o.c. jambhead door track per manufacturer's product ecured oapproval wood n t S SHEET N O: 3 COLUMN FOOTING DETAIL SCALE I/2" = 1'-0" Garage Door Jamb Detall GARAGE DOOR TO WITHSTAND PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT NTS APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Ol= S. Filled Cell Masonry Column With One JOB NUMBER: U5 From Footing To Beam Each. Filled Cell Masonry Column With One 21 - 2 -48S Grout fill To Be 3000 PSI 45 From Footing To Tie Beam FOOTING S C H E D U L E See Floor Plan For Location Grout fill To Be 3000 PSI Mark Size Description See Floor Plan For Location oOODFD.O�O�0000 FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS 52 C A L L E DE L A G O S O0 Q��� °°°°°°°°°°0���o F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS �°8 F 30" x 30" x 16"p COLUMN FOOTING WITH (4) 45 BARS EACH WAY Digitally signed by Daniel R. Braden �. r°°o AR9770 F4 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS Double Filled Cell Column Date:I n c l Filled Cell Column Date: 2021 .09.21 o ° F5 14"W x 18"D _ a NTS �. @`yam'°°o ° °° #5 BARS CONTINUOUS CURB 0 _ With Curb at Garage MONOLITHIC FOOTING WITH 2 ' 0" NTS 1 1 :12:07 -04, , 00 ��000DO� 45 cont. beam steel to run „ Simpson HET, 20 Strap truss to wall using Simpson MGT with Provide 45 bars with 12" min. lap Trusses at 24 o.c. 5/8' dia, threaded rod with min 12" embedment into beam and 48 bar dia. into through lintel and tie to H I P ROOF SHEETING see shop drawings hurricane anchor at each truss down rods in jamb cells. „ Into beam either wet set or In epoxy with Vert, filled cell. by others ( 2�f O.C.) supporting Max. (22) IOd nails into truss. Add blocking to _ C 1810 Ibs uplift ET�20 truss leg per detail on this sheet ---=------------ - -=----= -------- ------ --=-------= - -=------- - - n an min. 2.5 long -30 B - : 2 �„ g s 2. Minimum Screw Size = 48 x I. Minimum Nail Size 8d angular shank ( ) Batts cy o . 3. Minimum Sheathing Thickness 19/32 COX PI wood i : I 4. Use nails or screws based on pressure for rooF stated R-19 batty L90 L90 L60 -i i in permit info box on these plans for appropraite roof BI BI BI N Provide Cast-Crete ; Yones. R-I9 batts — — — 8UI6-IB/IT precast '{ F T 2E r I.` I _ lintel set in mortar ,. �. .• ; Q Min. 8" Bearing i... l._. "l TYPICAL x, O Fill lintel solid with i.. GABLE W 00 grout. ; . : ; Provide PT Buck Grout Felled Cell ZN ��2 I TIPPICAL O attached per jamb y� I Frame ceiling transition L90 BI stalls into filled cell as needed using metal studs 3® 4 FT 2R R ZE field verify exact configuration N is t i 2R 4 FT and sizes a 7r l- Drywall ceiling BI I I BI Pre-cast 1; '.`1 2N 4A% �`�, see typical section Sill I I �r FT 1 Celling transition Insulation Detall © 4 FT 4 FT 3 nts N ,:.. 3 2E .. , i Provide 45 bars with 12" min. lap into footing and 48 bar dia, into L60 i s I LLI 2 2 N Vert, filled cell. Max. W Ke Area Ede Field Fastener Pressure l ; Zone I 6" 6" 8d x 2.5" ring shank 45 psf Zone 2E, 2R, 2N 4" 6" 8d x 2.5" ring shank psf ^ I I I 12 I W Zone 3E/3R 8d x 2.5" ring shank 84 psf 74 SLOPE N ANY ZONE 6" 6" 48 X 2.5" Screw 263 psf Co crete Anchors Per L BI L I W ^ I > Concrete Footing Poured Concrete or Ma ufacturers Specs See foundation plan for v for exact SIZES concrete block wall 1/4"Max. \ � I L � � � AL (n —� - - - - - 12" DETAIL AT WIN D0W OPENING IN — i N j r, Aluminum Panel � BI I Sizes per manufacturer C WALL Scale: I/2" = 1'-0" Q 1 � � � CBS W SINGLE PLY REAR GIRDER TRUSS 2 1/21„ See Typical Stud Detail U I L E •� I I W � � O U a Q o � Q Nail 2" x 4" blocking to Vert. leg of ; v 1/8" x 3/32" Wing Nut w/ I U Q U n " I appropriate washer and spacing truss with IOd x 1.5 nails at 4 o.c. I ° per manufacturer's Details I I (y Q I" Min. se. .063" LLI N from glass � <r Install Simpson MGT into wall using i m 094" I I N dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss v Z N Verlfy with Plan Concrete 12"x 12" ' LLI Lintel Column Block ; W O �► un N (�/ LL 0L 4-3 o Stud Detaila , Poured Concrete or I NTS B I L31 #� TRUSS BLOCKING [DETAIL concrete block wall I Stud w/ Die Cast Zinc �1— H Nickel Plated Wing Nut L B Il! Rebar Concrete Anchors Per V �JL ` JLL / /Y Rebar 48 Bar Dia- , . AT GIRDER S T RA P P I N G Manufacturers Specs 2 � I Z Z O v Min. Overlap 1`''tT CENTER BEARINGS POINT - �� � � � � o E � _ °° U T � Flush 1"iounted Shutter Detail — — — — — — e � — — — — — �] N N Q �J Column to I n tl /4 ttachm & nt nts N W Z NTS W Metal roofin and underla ment intstalled per Product A rova0ZDl = Q (Ol attachment diagram on roof pla . f V v BEAM SCHEDULE U1 ; N Mark Size and Description 111 B1 Two rows of beam block filled with concrete and 1 45 bar o o 1 1 �� r _ _ „_ BI I Z J-�--1 continuous in each row. Hook Vert. bar over top bar with a v � 45 90' bend bar with a 10" min. lap at top bar. E Z _ — p Attle Access I 1 Q with light — - SLOPE1-4 I 1 1 U u ted I I Additional Precast Lintel „ „ „ „ BI I I T ( T 8'-O" MAX. #5 bars _ Lintel Bar Clear A B Aluminum Drip I 1 ( T S S Len Length Len Length S an Bars Bars Edge & Fascia Brace Gable end N CLEAR 9 9 p 1/8" thick light textured stucco installed per with 2" x 4" SYP 42 I I TI I I (Il N .; `� .� r ASTM C 926 over ASTM D type 2 paper backed 8ft back nailed to bottom I � _ _ _ I24- — — I I >l�/ W 0 ' ' . ' ' 2'-10" 2'-8" I'-6" 2, 3 none wire lath nailed to substrate through one layer of of top chords using (2) 10d I L31 I I JJl V o' ' ' "I ' ' ' ASTM D T e 2 felt paper using 8d nails. Substrate nails at each truss _,1 N.____,� yP p P g Flash and Counter - ai to be 19/32' COX Plywood Walled at 6" o.c. In field 12" I - 3'-6" 3'-4" 2'-2" 2.#3 none flash :..:.. , .°..:. �:.-..: . I O I uJ oo t�l +-� o and edges with 10d ring shank nails into studs. 8F8-OB/IT 8F8-IB/IT 8F8-IB/2T 0-1- . I I I -� j B I L31 � Z �. � � � Additional 4'-O" 3'-10" 2'-8" 2,#3 none gableNail 1eendr to truss BI U #5 bars with (2) IOd ils I I I I I I u CLEAR �.`' 4'-6" 4'-4" 3'-2" 2,U3 none I I I I p- One Row of "H" at each web B I I B 1 I I I prp prp Block Above 5'-4" 5'-2" 4'-O" 2,#3 none Metal roofing and underlayment intstalled per Product Approval I z N N tt as shown on sheet I over COX decking - see roof sheetingQJ attachment diagram on roof plan. g B I L45 n o a Precast Lintel M .` °� 5 -10 5 -8 4'-6" 2, 4 none W I O U r r ' Additional i 6'-4" 5'-4" 2,u4 none Simpson HETA 20 or equal 12 N BI (L _ N A• U � r r �!J PRE-ENGINES D WOOD TRUSSES — O O U m �____�, #5 bars ; _'_ ; hurricane anchor at each truss N o -6" 7'-O" 6'-2" 2,#5 none with (10) IOd x 1 1/2 nails 4 L5O On ET 2 J fn ( 24" o.c.) supporting Max. 24 o.c. TYPICAL o SF16-IB/IT SFI6-IB/2T 18101bs. uplift ( shop drawings by manufacturer ) JJJ hurrica anC r a eaC trUS BI W °p ,� (� — W x —1 NOTES: 8'-4" �'-10" �'-O" 2,�5 none � LL ( .c.) uppo ting lax. IV = cA LL I. min. coverage of steel=1.5" Truss mfg to provide level (� N 2. min. bearing required 9 ea. end=8" ALL reinforcing steel IS grade 60. 1810 1bS. U lift 1] .0 return to be I short of wall R I B I (�/ r Q 3. standard for reinf. steel=ASTM A615 r BI �I TYPICAL LINTEL SECTION Aluminum Drip . � L 00 L60 L90B co Edge t Fascia R-30 blown fiberglass ( PRECAST CONCRETE ) in bottom chord of trusses - � 2 x 4 Sub-Fascia 5/8" thick stucco on 3/8" hi-rib lath N ? 12" attached to horizontal and vertical wood — framing with nails or staples to provide 1/2" drywall with smooth finish Kaycan full o vent vinyl soffit Installed no less than I-3/4" penetration into ETA 20 per product approval form on sheet I. horizontal wood framing and 3/4" penetration Two rows of beam block filled With concrete f N T SCHEDULE Into vertical wood framing members and (1) #5 bar Cont. In each row. Substitute Q3 precast lintel filled with concrete and (I) 45 I" x 4" nailer attached to bar cont. for bottom row over openings Window Rows of Max Max. Max. level return with (2) 8d or Doo "H" Block Gravity Uplift Lateral ring shank nails with min. 1.5" 1/2" drywall over I" x furring penetration into soffit framing 5/8" thick light textured Strips at 16" o.c. with R4.1 fi-foil L Mark Unit Lintel Above Bottom Top Load Load Load P Width Size Specification " Steel S'� Steel Size (PLF) (PLF) (PLF) stucco on typical concrete insulation on t ical 8" Block walls 12" x 12" concrete column block construction yp L22 2'-2" 3'-6" 8FI6-IB/IT ONE 1 #5 1 #5 6113 3541 2854 block filled with concrete Varies - see Ian _ All drywall to be installed per FBC R�02.3.1 and (2) 41 bars vert. tied P and shall meet all pertaining ASTM codes. L31 2'-6" 4'-0" 8FI6-IB/IT ONE I u5 1 #5 2931 3019 2128 into lintels above oo Mortar to be Type "M" only proportioned�-�pper FBC R601.1 2'-81, 45 bar vert. w/ and Mortar joints shall compl with FBC R60-1.2.1. thicken edge to 8"xs" 30" overlap Provide Dur O-Rock at all ywet areas (ex. showers, tubs etc...) SHEET 0 L45 4'-5" 5'-10" SFI6-IB/IT ONE I #5 1 #5 4360 2093 946 with concrete and at each filled cell L50 5'-0" 6'-6" SFI6-IB/IT ONE I #5 1 #5 3480 1880 1204 one #5 bar continuous Fill cell with Grout and BEYOND ROOF: FLAN L60 6'-S" -I'-6" SFI6-IB/IT ONE 1 #5 1 #5 2661 1634 891 (1) 45 bar Vert. (typical). Rear Patio/Slab to Max. spacing shall not exceed L80 8'-0" 9'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1843 1133 �39 be flush with bottom of 48" unless otherwise noted 0 sliding door recess. Wood L90 9'-0" 10'-6" 8FI6-IB/IT ONE 1 #5 1 #5 1633 914 519 see foundation plan notes for , To of footer Base — OVERHANGS AT 1' -0" UNLESS OTHERWISE NOTED ON THIS SHEET JOB NUMBER: L90B 9'-O" 10'-6" 8FI6-IB/IT ONE I #5 I #S 1533 914 S79 p spacing at openings 16" below finished floor LI00 10'-0" ll'-4" 8FI6-IB/IT ONE I u5 I #5 136E 198 604 Step per foundation plan 4" concrete slab with fibermesh OR — ROOF PITCH T 4:12 UNLESS OTHERWISE NOTED O THIS SHEET LIOOB 10'-0" ll'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1366 -198 604 6"x6" 410/10 WWM on 6 mil V isqueen over — TRUSS SHOP DRAWINGS TO BE P R OVI D E D BY MANUFACTURER 21 - 2 -48S L120 12'-0" 13'-4" SFI6-IB/IT ONE 1 #5 1 #5 1015 606 433 v Slope per foundation plan ao clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO T H E L120B 12'-0" 13'-4" SFI6-IB/IT ONE 1 #5 1 #5 1015 606 433 - ,ARCHITECT FOR ,4PPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. 00000.000000 L140 14'-0" IS'-4" SFI6-IB/IT ONE 1 #5 1 #5 1250 485 341 _ LI60 I6'-O" I�'-4" 8F8-IB/IT ONE I #5 I #S 950 404 25� — L L TRUSS T O TRUSS CONNECTIONS Y 52 C D /� O C ° I`'Y J I TRUSS MANUFACTURER oo 10 °°o0 o L160B I6'-O" 17'-4' 8FI6-IB/IT ONE 1 #5 1 #5 950 404 251 _ ° - ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS -I — ,4 R C H I T E C T TO REVIEW TRUSS SHOP DRAWINGS PRIOR Digitally signed by0 o b LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE l a : p,e , o• : l l l FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION � a ®� 0 0 REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING _ 4 0 — Daniel R. Braden Oo 7 0 A11971® "a.0 LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. l CONTRACTOR T O P R OVI D E FORFORM B O,�R D SURVEY �4 N D T O o �0 REQUIREMENTS I— F3 T I e a l Section at Front P Or e PROVIDE CORM B0�4RD SURVEY TO TRUSS COMP�4NY PRIOR TO Date: 2021 .09.21 0�09 °°° 011 ono LINTELS OVER 14 O LONG ARE TO BE PRESTRESSED. 1 1 :1 1 :57 -04'00' Scale : 1/2" = I'-0" TRUSS CONSTRUCTION PANEL "A" *I FATIO/SLAE Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles I 20 1.2 kw ttl2 Refrigerator I Range >kb 12.0 kw 50 2 PATIO/SLAE 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw U12 Kitchen S.A.C. 5 t 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 Cond sor #10 5.0 kw 30 2 I 20 1.2 kw U12 Dishwasher 11 12 I 20 1.2 kw 412 Microwave 13 14 Air Handl r 1CI0 5.0 kw 30 2 � \ txl4 General Lighting I5 16 1 15 1 15 414 General Lighting 1-118 WH #10 5.0 kw 25 2 163 CFM 1 IS 414 General Lighting 19 20 I IOXIOX6 I / 1 15 U14 General Lighting 21 22 GDO #12 0.81 KW 20 1 I I I I A S T E R 1 15 #14 General Lighting 23 24 Spare PATIO/SLAE I I ( I M Spare 25 26 Spare I I I I D O O Spare 2l 28 Spare Spare 29 30 Spare I I \� WP GFCI / PANEL "A" LOAD CALCULATION SHEET I I V Ev Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) 1-Il35 3 5,205 I C Small Appliance Circuit(s) 2 1,500 3,000 M S I I )4 T E R EDROO >�f GA Monoxide Range I 12.000 12,000 R � T I O Refrigerator 1 1,200 1,200 I I Smoke / Carboni M de Detector � Microwave 1 1,500 1,500 R A T I I O Combo v Dish Washer 1 1,200 1,200 q 011 I I Clothes Washer I 1,200 1,200 - I - - - - - - \ s �L Clothes Dryer 1 5,000 5,000 I L - J 6 O3 x CF M - - M s Water Heater 1 4,500 4,500 L I GFCI Garage Door Opener 1 810 810 I 12xl2x99 I r - - - `N, 03 Total Watts 35,615 Center Registers r r 0)--T Q3 03 169 CFM on ceiling fan 169 CFM I / ______ _____ a i l I � [] U Q IOXIOXI I OXIOX� d� r - - - d� U L O S E T Q First 10000 Watts 5100% 10.000 l0000 12xl2x9 44 Remainder 25,615 40% o I B/A 1 Electric Heat or A/C 10,000 5% 10,000 10,000 H.B. LoJ E T r Calculated Load Watts 30,246 I 8 CFM ® :14 I I I 8 N O Box x4x4 N Voltage 240 I GFCI Calculated Wattage Divided by Voltage = Total Amps 124.02 Panel Size Required = 150 Amps I I I m Exhaust Duct n L 8x4x4 � QOM GFcI F--- Thru Soffit E lectri - al S m b ol Legerd I ,';� F---� 34 12 M III , _ G CI �{ / IGFCI GFCI p C� S Single Pole Switch ® Recessed Can Light D I I�l I I�l I �� i' / - - _ ____----1 vent _t fir u \ I �� ° _ _ 5 F AN 9 9 ROOI�f , ' '' 1 / I Soffit \ I I / ® -- � (V U ,% Double Pole Switch ® Eyeball Recessed I ��/ ° 4 T I ° I O 1 I O PB LL Push Button Switch Exhaust Fan � I Duplex Outlet Ceiling Mounted Light 1O K 1 T C H E � \ I Smoke / Carbon P � 9 9 < I - Monoxide Detector - � I iwng Special Receptacle Wall Mounted Light BoX I �om-5o - I I Exhaust 0 Z �c Waterproof ground fault circuit interrupter PCLight with Pull Chain (attic) - - - - - - - - I CI HinEs s 3'-2" 3'-21, 24 \ Duct Thru ® Floor Duplex Outlet © Computer Connection Jack 153 CFM H.B. \ CM Wall - Q ° 12x12x� E(7) �i / WP GFCI cn Carbon Monoxide Detector Flood Li fit HB \ g � I _ GFCI � Install oulet �_ U Q Thermostat m Electrical Panel Vent t h r U -- _ _ 14 ___, I I II (� O CFM Z F I\ I O GFc !-IL under disc. - 8x4x4 Exhaust Duct � � �_ - - -� g x4 fR/A I \ - - not shown forLH © Central Vac g Electrical Meter S Of f It T �ei�ing� I I Thru Soffit \ Fcl o clarity SQ Smoke Detector G Ceiling fan 20x12O O - - - - - - - L;-0 \ "h GFCI Q 1 U Tv Television Jack I T = 1I Tele hone Jack I I ❑1 P ,C o,sc A/C Disconnect - - - - - - , ® enter ? I 1� 22 x I x 4 Florescent Light ® 2 x 4 Florescent Light I #1 Attic Access SPKR Speaker Hook-Up 16" I I I�"' - - - - _ _ _ _ I,,,,{ I with fight 22" x 54"- 1 1 q L - - - / n 1 0 Attic Access _ _` (,! FB = JUNCTION BOX TO SUPPORT A FAN 232 CFM ; 1 = I with light - J N SECOND i 12x6x-I I Q J L - - - - E D R 0 0 I Optional P 15`0 Amp Meter X O = THERMOSTAT LOCATION L16 'Z\��J 150 ,4m // S \ ® panel location Pull chain Panel Panel P ,� - \\ light in attic / / W W m Meter ® � � � O B/A = BALANCED AIR /�, m SECOND >�x4xF 42"h GFCI 0 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW B E D R 0 0 I"1 i 3 C 0 )4 R )4 0 E Z W � 0 O PB / \ < < > NNE U A/C disc. A/C disc. r✓a pp M 12xl2x8 I /I < # Garage AL SER Cable B/A K/ g Q- (3) #1 THHN Copper With 91 Grind d // \ r OD U 2 PVC Schedule -3 Door ~ r r � 40 conduit 2" PVC Schedule I O = I Z �y �y I50 40 conduit sleeve 150 Wire F r/ \ I I O MCS into attic MC1AMF 3 r-----------------i Front Post `� U a- PANEL AHU PANEL AHU I I Light WP GFCI / \ I I U O r r 200a rated 200a rated I I \\ I I -Q W U �3 (<l meter can meter can O O COVERED i i T\ \ i i � T L0 Ali IL METER METER Intersystem bonding Intersystem bonding C) Termination point Termination oint PORCH / I I )r 2" PVC ( FPL)� 2" PVC ( FPL�� p i i �QVERED schedule 80 schedule 80 I I } 0) 2" rigid service FPL 2" rigid service 1=PL GEC Bare 46 co�R"per wire GEC Bare #6 co per wire to (2) 8'-f7 Galvanzied to (2) 8'-f Galvanzied ground rods ground rods �lJ W W W W �1 E /4 N /4 L F L /4 N E L F- 7 F-, /4 L F L /4 73 ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor Shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS //�� dd dd L - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. S C 14 L E : 1 / -f - I i - O // S C AL E : 1 / ,4 �� - 1 ' -- 0 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 SHEET I I E E T *I O: ELECTRIC NOTES: o �\Post Light with .71-i I I�l C.-) I Photo cell 1. Use copper wire onE I ly from panel to devices 15. Contractor shall guarantee all materials and Workmanship 20. All equipment and panel sizes shall be verified before 6'-3"' o /� \ / 2. Provide and wire all required smoke Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to �1 '4t t I C Y e n t I n C a 1 C u l a t I on s 1- S C 2309 , 7 Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. OF S. 3. Contractor to verify location of electrical year from closing sale of house. _ o x _ �d( service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans O LH Total A t t I C S p a C e - 2 1 2 -f sq ., f t . JOB NUMBER: 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected bg others. MZn \ / 5. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. N Y n t I n g Ratio 1 / 1 S O - I 1 So s q. f t. required 2 1 - 2 8 6. Recessed cans to be installed per NFPA requirements. 16. It 1s not the intent of these plans to show every minor detail 22. All raceways and pipes placed in or through any concrete E> -4 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 o \ / ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 1"O V I d /� C O n t I n U OU S Y le n t G�d S O f f I t r4r , 8. A/C Return Air Balance Must comply W/ FBC RM1602 the requirements necessary for the equipment to be placed in 23 All ex osed Wire below 9'-I" shall be installed in metal EMTLL 9. A/C Refrigerant lines that are run thru slabs must be proper working order. P III � �Asleeved in PYC 17, All work shall be done in accordance with the N.E.C. and conduit. 52 CALLE DE L A G 0 S °°°°°° �o10, 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 er °II. All work shall be erformed b a licensed electrical y P ° °Fp y meet all standard requirements of the local electric utility FBC RM1502 oR.8 O contractor, the completed system shall be full operative. and telephone company. DI hall signed b 0° ° ® °'o 20 12. Contractor shall pay for all fees, permits, testing, and Digitally g y o o O inspections including blower testing where required. 18. The electrical system shall be completely and effectively O°xoo q����® 13, All work shall be coordinated with other trades to avoid Daniel R. Braden grounded as required bg the latest edition of the N.E.C. . I interference with the progress of construction. o,�°°°° 14. All required insurance shall be provided for protection 19, All material shall be new and shall bear underwriters' Date: 2021 .09.21 a�S� °°°° o. ° against the Public liabilit and ro ert damage for the labels where applicable. oo.�� g P y P P y g Q�DD duration of the work. U l 0:25 -04 00 00 • . o �000OD�O