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HomeMy WebLinkAboutPLANS - 2 JACARANDA Metal roofing and underlayment Intstalled per Product Approval Metal roofing and underlayment Intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting as shown on sheet I over CDX decking - see roof sheeting attachment diagram on roof plan, attachment diagram on roof plan. 12 12 4 SLOPE E 1 -4 '-I" T.O.B. 8'-1" T.O.B. 12" 2" 2" 12" S/8" thick light textured stucco on typical concrete 5/8" thick x 8"W cut block construction coral finished stucco bands O 0'-0" = Finished Floor. O'-0" = Finished Floor 0 N — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — [Y 5/8" thick x 8"w cut Finish Columns with ;/8" thick light textured Finish Columns With coral finished stucco bands S/8" thick cut coral stucco on typical concrete 5/8" thick cut coral _ finished stucco bands block construction finished stucco bands cy _U fQ Q Ln U IY LEFT ELEV /470N RE /4R ELEV /4TION u � Q SCALE: 1/4" = 1'-0" SCALE: I/4" = I'-O" Q Q U Metal roofing and underlayment Intstalled per Product Approval as Shown on Sheet I over CDX decking - see roof sheeting attachment diagram on roof plan. Metal roofing and underlayment Intstalled per Product Approval as shown on sheet 1 over CDX decking - see roof sheeting attachment diagram on roof plan. 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nallS into truss webbing. 12 12 SLOPE 4 LL SLOPE �{ O z U � 8'-l" T.O.B. +t 4; 12" 12" OZ � 8'-I" T.O.B. 12" 12" U 5/8" thick x 8"w cut �" 5/8" thick x 8"W cut � ❑❑ ❑❑ coral finished stucco bands O ° coral finished stucco bands — 3 3 LH 5/8" thick x 8"W cut U coral finished stucco bandsLH ;/8" thick light textured _ _ _ _ _ — — — — — stucco on typical concrete z block construction — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O'-O" = Finished Floor FIY1ISh Columns with „ Gara 0F1�sh F or 5/8" thick cut coral �/8 thick light textured finished stucco bands stucco on typical concrete block construction RIGHTELEV /470N FRONT ELEV /4TION W N m SCALE: I/4" = I'-O" SCALE: 1/4" = 1'-0" W a O O Z W OD ( O v ODOR < CL r r OD OD Z CA CA ADDRESS : 2 J � C � R �4ND � � O , Cr N� rr� a- PERMITTI�IC.� INFORMATION (CORM 100) U O rr � 2N m Product Approval Submittal Affidavit Florida Building Code Residential: -ITH Edition and ASCE I—I6 for Wind Loading 2R I. 3E 3R2N � 1U U Buildin Des1lngn is: Enclosed Risk Category: II Wind Speed: 165 mph ultimate �_ x J Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows t Skylights Mean OOf Height: 13'-$" Roof Pitch: 4:12 (�°-20°) 2E 3E `Q � ILL Internal Pressure Coefficient: ± O.I8 3E I' LL Opening NOA/FL TEST Design Pressure 1/2" dr wall ceiling on truss bottom cord Sub ectabilit to damage from: Weathering: Negligible Termites: Ver Heav 2N �2E 5 r L Type NUMBER Product Model Manufacturer Glass Attachment method Expiration of Ag roved Tests 2" x 4" top plate y g 1 y g g4 Date Pp Width of Roof End Zone: 4 —O 3R 4 3E 1,2,3 Single Hun SH-7700A 5/16" I/4" dia. tapcons t min. 13/8" penetration to be Wind Exposure Classification: C LO FLU 23`1.4 g g PGT spaced per product approval. Contractor shall adhere to + 65.0/-80.0 PS 4 Impact min, edge distances specified in Product approval Adjustment factor for Exposure Height Using Allowable Stress Design and nets x uc to concrete blockwit aoi a ce wit Load Combination per ASCE 1-10 Section 2.4 DL+LL, DL+0.6WL, 0.6DL+0.6WL 5 ` Overhead Model 82,4/811 I) as bar vert. using 3/8" x G" Hilti HLC Sleeve anchors at 8" o.c. A FLU 15371.7 18'-2" max. width ith I.26" dia. washer. with min. 4" edge distance. Install track to buck + DAB sin (1) 5/I6" x 1 5/8" Pull thread la screws in each bracket maintaining 50.0/—6 0• PSF 1. GABLE ROOF FROM Garage Door 16'-0" max height g g g Exp Height Add Factor: x Load Combo Factor 0.6 0.6 applied below 2:12 TO 8:12 PITCH g g min. or 1.5" edge distance — n r to strictlg adhere to product approval Door Compan rovide �/IG" ushnut washer on roller eharts. 1/4" dia. tapcon with min 1.25" embedment at 6" max GABLE ROOF Components t Cladding Wind Pressure: �l,J Smooth from corners and 14.5" o.c. max. thereafter in jambs. 15.0/-39.0 p 73 B FLU 15213.1 Fiberglass Fiberglass Plast-Pro � Zone: I, 2E + psf Zone: 2N, 2R, 3E +15.0/-51.0 psf 2R Sliding Glass Series 7�0 1/4" dia. to cons w/ min. 1 3/4" penetration to be Zone. 3R + psf 2R 1. 3 2E FLU 251.4 g PGT nom spaced per product approval. Cotractor shall adhere to 1/2" dr wall On 1�.0/-6q.0 C Door SGD Type spaced 2 1/2" edge distances specified in Product approval + 60.0 PSF y HIP ROOF Components � Cladding Wind Pressure: 2E 3 2" x 4" studs at 1�" o.c. P g Zone: 1 +18.0/-31.0 psf 2R TEST Zone: 2E/3E +18.0/-41.0 psf 2E Product NOA/FL Model u Manufacturer Attachment Method Expiration Design Pressure Zone: 2R +18.0/-53.0 psf 3 Date of Approved Tests 2R NUMBER Components t Cladding Wall End Zone Width: 3'-0" 2E 5 SHEET NO: For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment 4 3 FLU 15353.8 CM-18531 Mi Windows penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" WALL Components t Cladding Wind Pressure:Zone 4: +23.0/-25.0 psf Mullions vertical mullion and doors self tapping screws per clip as shown in product approval. + IIS.q PSF Zone $: +23.0/-31.0 psf Components t Cladding Wind Pressure (NET) on Garage Door: 5 4" concrete slab with fibermesh OR P 9 9 26 ga. 5v crimp metal roofing attached to plywood deck using #9-15 x 1.5" Roof Zone Zone 5: +32.0/-41.0 psf HIP ROOF 2:12 Roof FL# 33818.2 5V Crimp Gulf Coast Supply HWH wood screws with self sealing washer at 12" o.c. max spacing er System I/2E/2R: 6"x6" ttl0/10 WWM on 6 mil Visqueen over P TO 8:12 PITCH Metal Roofing no. 5V—Type I for max pressure —94.25 psf. Install per system 5pV type 2 clean compacted termite treated fill Shear Walls Considered for Structure? OF �. and manufacturing for max. pressure of —131.0 psf. Fasteners shall be installed through underlay— — 94.25 PSF yes ment and attached to/through I wood per sheeting attachment detail on roof 2N/3/3E/3R: 2" x 4" P.T. bottom plate Continuous Load Path Provided? Yes = Roof Zone I plan. Plywood to be 19/32 cpr`x. -131.0 PSF base-board p Are Components an Cladding Details Provided? Yes Walls Zone 4 JOB NUMBER: Install two layers of Tyvek horizontallg in shingle style fashion using 4" and :.......::. . .: MinimumBearing P O psi, Presumptive: X By Test: psi — DuPont Protec 160 6" overlaps. Install using 1" dia. metal or plastic cap nails at 12" o.c. along ` Underla FL 208�6.1 DuPont p g p p gNZONE21 311 y Tyvek course and end laps an a single row 24" o.c. along middle line of the field " ' T1115 Building hall Have sthe .Following: � = END one 2E/2R I.A.W. the product approval installation instructions. Stagger top layer using APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: Walls Zone 5 26" undercourse strip parallel to eave edge and cover with full sheet. Q�DOO overlapsuccessive sheets b 26" I.A.W. product approval installation instructs ns. CORNER ZONE interior Non— S e a r I n g P d 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 Siding Stucco on Block Y1tS FLOOR LIVE LOAD: 40psf FLOOR DEAD LOAD: 10 psf Attic with storage: 20 psf Roof Zone 2N oOQ�Q��°°°°°°° Install using 2" x 4" PT battens attached to wall using 3/16" dia. Soffit FLU 16503.1 dull O�pVent Single Ka can LTD with I" min. embedment Into wall. Attach Soffit channel to wall using + 55.6 PSF Digitally signed 0 o®041-R. ��°o b 9 y 0.09�" dia. x 1.5" T-nails at 12" o.c. per detail C In P.A. Install J" _ �° o ° ,o SPAN VINYL SOFFI channel to bottom of fascla using staples Into soffit and same 7-rails Daniel R• by Daniel R. �° ° o�at hem and in Valle s er detail A in P.A. ( roduct a roval) ELEVATION NOTES: ALL CONTRACTOR UJARR,4N71ES BE01N UJHEN THE CLOSING AR9770 o RETURN ALL STUCCO BANDS TO IJINDOW OCCURS BETIJEEN THE BUYER 4ND WYNNE BUILDING CORfi. Braden �o�Q'° ° have reviewed the above and approved it bg mg seal below. ( Architect or Engineer of Record ) OR DOOR. ,4>�l D lU I L L C O l�T I>\l U FOR ONE YEAR R O 1,1 T H,4 T D�4 T Date: 2021 .11 .15 00��°0°° ���'°ono Braden �oo. Q�o 14:17:24 -05'00' ��000000a� FLOOR PL ,4N1 < 36' TYPICAL NOTES: SCALE 1/-f" = 1'-0" CRASH POST DETAIL 12" Io'-o" " F 10'-01, 1. Contractor to verif ALL notes and dimensions prior to N_T.S. � p w.H. _ Water Heater 36" high by 4" diameter proceeding with work. steel crash post. Floor 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with 4 - 3/8" Opt. PATIO/SLAB expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5o ksi Steel plate) a minimum 1,400 F.S.I. fiber stress. 6„ AREA CALCULATIONS 4. No dissimilar metals to touch. 2%Z 2%2„ Living A/C = 1,41.4 sq. ft. CIA ° ° ° ° 00 00 00 00 S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. Front Porch = 153 s ft. O EGRESS O ALL Concrete used for vertical filled cells, cont. tie beams etc.. to q. shall be 3,000 P.S.I. concrete and/or 4,000 F.S.I. grout mix o Rear Porch = 11� sq. ft. o r— — — — — — — — — �. Drywall at ceilings shall be leveled and attached to bottom chord Garage = 321 sq, ft. 1 0 12" x 12" Concrete column I 1 block filled with concrete and of trusses with screws per FBC R-102.3.5. 2%" Total Under Roof= 2,124 s ft. r (2) 41 bars vert. tied Into I 1 1. ALL wood in contact with concrete shall be pressure treated. o o q' lintels above 12'-8" 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. Total Cubic Ft = ll,-192 Covered Porch O I I `l. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance 2" ILR O i _ with the current edition of the Florida Plumbing Code. 00 O O 00 O 00 N 11. Contractor to Provide a 2' -8" wide door at one bathroom for 1 I © I MASTER 1 handicap accessibility requirements. 2%2" 2%2" 1 I I - 12. Lowest finished floor to be set bg Governing Building Department %2" 6„ %2" 1fl2f' VTR 8'-0" to 19'-8" A.F.F. I BEDROOM 1 - U 0 C o surve to field. y or o se in /� I '-�' Vault d Ceiling I 8'-6" A.F.F. m� 13. Separation between residence and garage shall be per FBC R302.� Master th r 1 i E T I Coffer Ceiling I O l� 14. Door between garage and residence shall be 1-3/4f t 20 min. rated door 15. Wall and Ceiling shall have a flame-spread classification of not greater than 200 er FBC R302.9.1 1Lay. l�. Wall and ceiling finishes shall have a smoke-developed index of not greater than '4 per FBC R302.`i.2 2" iLay. — — — — — — — — - 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant 1 _ p ,I„ 1 2" VTR N N flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation W.C. 3" 1 �1L I U ,�, UO3 materials exposed on the underside of the roof deck or on the attic walls shall comply 3" i 1 I Rod Shelf i with F.B.C. R31� - see permit info box of code edition Z„ I °; = U v (� 18. G psum board material shall conform to ASTM C3�, C19, C-f15, C51-4, C�30, C931 Shwr. 3' I =" I 21'-8" �j C��O C1002 CIO-41,CI111 C1118, C1218, C13`l5, or C139� and shall be installed Kit. sink 1 N U 1 1 1 -C anitg to be H.B. according to the following: (FBC R102.3.5) Kitchen �" I - 1 N 1 z r2°high , 1 .., Drywall Location Orientation Framing Max. spacing Nall sizing options for I m 8'-O" to 9'-8" F.F. 2" x 6" knee-wall ° 1 OD -� Thickness Member of fasteners installation of dr wall into cli /�� o Spacing y Lav Vaulted Ceilinyg below counter top pL 1 J M rr ° Maximum Nails Screws wood framing members II 2" x min. thickness 1 L )SET Ceiling Perpendicular 24" -11, 12" 13ga 1 3/8" long with 19/64" head a W.C. [DINING _ _ _ LINEN 0.098" diameter x 1 1/4" long R O O M �� aF '8„ LRod Shelf ABNET annular-ringed or 5d cooler Hall Bath Shwr. t i O 0 /2 OR install doors thru buck into Walls Either W, 81, 16" 0.080" dia. x 1 5/8" long with block using tapcons as stated Direction 15/64" head R in product approval form on sheet I. C.o. — Exterior face Buck to be 2" x 6" PT To Septic Gypsum board Hall 0.086" dia. of wall I I \I b C O Vanity to be 1 34 3/4"h i �� ° B A T 0 �W �- x 15/8" with 9/32" head. "': Varies i P L. U M B i l�l G I\ i S E R 34 %2 'high knee wall 1 1 v LL Ceiling Perpendicular 24" �" 12" 13ga 15/8" long with 19/64" head 1 13 -03/4" 9 4 O Lc' 0.098" diameter x 1 3/8" long O 1 3'-8" <1i T C H E N� "' O Z annular-ringed or 6d cooler nail See product approval for 1 - I O U 8 " OR hinge screw into wall req. c i � I-I/2" -1 Vent ryer — — J cv I throng wall Walls Esther 16" 81, 16" 0.092" dia, x I �/8" long with — Zsverfiang Direction I/4 head Detail a t D OOr 8'-0" A.F.F. OR Flat Ceiling � G psum board nail 0.0915" dia. NTS i„i ° —y x I 1/8" with 19/64" head. 4'-I" 10'-5" 6'-O" 0 O r Upper cabinets to �Itfl 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.�, Ld Io"-2 "'3'-0' extend over Ref. - N INSTALL VULKEM BLOCK SEALANT A108.1, A118.1, A118.3, A13�.1 and A131.1 ON ALL JAMB, HEADER, AND ri — � 2" fillerc-4 — SILL BLOCK PRIOR TO BUCK B A T 1—I — _ a _ — 20. Cement, fiber-cement or glass mat gypsum backers in accordance with ASTM INSTALLATION �penig U1 C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall O o Rod t Shelf _ U be used as backer for the wall tile in tub areas and wall panels in shower areas. — — — — — — 18" CA v Lfl ( /O l� 1-3 21, insulation including facings such as retarders or vapor permeable members installed m N N q 1 :� 4"(P Steel Ballard at a insulatia A/C o Install windows thru buck into r ee etail on this sheet 1 within floor-ceiling assemblies, roof-ceiling assemblies, wall, crawl spaces and attics block using tapcons as stated O W I o � `t Z Exterior face in product approval form on sheet I. F L > shall have a flame spread index not to exceed 25 with an accompanging smoke of wall cv 0 1�'" r 22" x 54'°- 1 Provide auto developed index not to exceed �50 when tested in accordance with ASTM E 8�f. varies O 4 Attic light I closer , v Insulation shall comply with F.B.C. R31�. - 8'-0" A.F.F. L 22" a (_ _ _ 9_ @ U Flat Ceiling I"x4" P.T. Buck nailed to U v a 00 6'-p" 4"" a 150 mp Meter m Panel ' block with case hardened nails �N m\ S E 0 DLO _ N prior to window attachment Detail at I,Uindows E ERGEN Y � � � � � Om UJ � ndo�u Schedule NTS N BEDROOM GRESS GARAGE = ' z z y o 00 T 0El 8'-4" A.F.F. O O m Z LU u 0 Mark Size Rough open, Window Description PRESSURE ZONE O O Flat Ceiling O < > CA CA �; O I. 4'-5%8"x 5'-3 %8" 54%8°x 63j4" Single Hung ZONE 4 O 0 ° N N 1 < ' r- i t- < 2, 6'-2%8"x 5'-3 %8 �5" x 63 %"' Single Hung ZONE 4 Metal roofing and underlagment intstalled per Product Approval I N N � # as shown on sheet I over COX decking see roof sheeting - Z v EGRESS r-----------------� O 3 2'-2" x 3'-2 1/2" 21 '/2"x 38%" g g attachment diagram on roof plan. OO O O DO = I Block wall in I U Single Hun ZONE 4 O I '-5%"x '-2 %" 5 %"x 5 %" Single Hun ZONE 4 1 struck block 4 e 4 e 4 e 4 e g g 12 garage t l be 4 PRE-ENGINEERED TRUSSES 3'-I" O O_ O I I O p U m ALL Windows t0 be aluminum Windows W/ tint at 24"o.c. TYPICAL _ C VER D (shop drawings bg manufacturer) _ O 12 x 12 concrete column block filled I I X and mullions per elevations. Truss mfg to provide level 1 with concrete end (2) 41 bars Vert. tied ORC I 14'-6" I r6 Qi return to be 1" short of wall Ln into lintels above I I L if) lL +' LL ALL windows to withstand pressures in permit info box on sheet I 6" 12'-6" T- Aluminum Drip I I U r L ALL windows in bathrooms to be tempered Edge >l Fascia R-30 blown fiberglass O I I 0 All rough opening dimensions to be verified b(g contractor 2" x 4" Sub-Fascia 12„ VIn bottom chord of trusses N o 00 00 00 00 with manufacturer s secs prior t0 construction 1/2" drywall with smooth finish - ° ° p Kaycan full o vent vinyl soffit installed per product approval form on sheet I. Two rows of beam block filled with concrete 6'-4„ 5'-2'" 2"-8" 2'-8" 3'-5" 9'-O" 3'-5" and (I) 45 bar Cont. In each row. Substituteir J D o �+ S I I precast lintel filled with concrete and (1) 1*5 C 0 I e U 1 I" x 4" nailer attached to bar Cont. for bottom row over openings II'-6" 5'-41, level return with (2) 8d Mark Size Rough Opening Door Description PRESSURE ZONE ring shank nails with min. 1.5" 1/2" dr wall over I" x furring 36'-0" g p g p penetration into soffit framing strips at 16" o.c. with R4.1 Pi-foll A 9'-p" X -1'-0" 108" x 84" Overhead Garage Door ZONE 4 insulation on typical 8" Block walls L 5/8" thick light textured All drywall to be installed per FBC R102.3.1 B 3'-O" X 6'-8" 41 %"x 83%"" - stucco on t glcal concrete _1 and shall meet all pertaining ASTM codes. (� Fiberglass Panel Inswing ZONE 4 yP oo Mortar to be T e "M" on proportioned �pper FBC R601.1 From bottom block construction and Mortar joints shall compylypwi th FBC R601.2.1. C 6'-O" X 6'-8" �4 x 81 /2" of recess Sliding Glass Door ZONE 4 Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) D 2'-0" 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 4'-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 48" unless otherwise noted Masonry Beam prior to door attachment F 5'-O" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold Wood see foundation plan notes for 3 „ ase spacing at openings G 2 -8 x 6 -8 x 1 /4 Solid Core Wood, Steel, or Masonite Door 20 min. rated at garage P 9I" x `" P.T. suck nailed to OF S. block with case hardened nails 4" concrete slab with fibermesh OR prior to door attachment head ' H 2'=8" X 6'=8" Solid Core = Wood = 6-Panel - - 6"x6" #10/10 wwM on 6 mil Ylsqueen over and iambs JOB NUMBER: clean compacted termite treated fill O O Masonry Wall 2'-C X 6' 8" Solid Core Wood 6-Panel Bi Fold aD install SGD Frame thru buck into 21 K a block using tapcons as stated v 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold Grade in product approval form on sheet I. 1,_6„ X 6'_8" BI-FOLD O�OUo� ALL Exterior doors to withstand pressures stated in permit info -� 1 � III - Head sliding door Install SGD Frame thru buck into ADDRESS : 2 JACARANDA p p nlockoduct approval formcons as I. box on sheet 91 P pP �. c2jo° 14"w x 18 Concrete footing Yerif sill attachment re R.8 with (2) #5 bars cont. and #5 y q Typical Floorin Jamb Digitally signed 0 0 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL I � I I � li�l„ with product approval on g 0. o . ® � oo b WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET I transverse bars at 48 o.c. sheet 1. Daniel R by Daniel R. o10Sliding Door Detallo��o AR9770 � o ,2 Braden o o All rough opening dimensions to be verified bg contractor At Masonry Mall NTS a °°°° °moo with manuf acturer s specs prior to construction T Y P f C SECTION Bottom Track " Braden Date: 2021 .11 .15 po��Q°°o ° ��000� Scale I/2" = I'-C" Sill 14:17:12 -05'00' ���00000 -�o O L� N ED T 10 N FL ,4N 12" 10'-O" 12" - - - - - - 14'-p„ F4 SCALE: 1/4" = I' —O" STRUCTURAL MOTES : 10pt. FATIO/SL.Aq 1. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE 11. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY I F4 v F41 ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONSTRUCTION 0 1 BE ° 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 12. CONTRACTOR TO PROVIDE SOLID FILLED CELL AND 45 BAR VERT. AT �� — — — - — — — 4 —L — r- — — — — — — — — — — — O OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF 48 O.C. MAX. PROVIDE (I) FILLED CELL ON EACH SIDE OF OPENINGS UP TO 5 II WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS CONSTRUCTION O 0 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. I - Z Rear Patio/Slab BEARING CAPACITY. IF ANY SUB-SOIL, MUCK OR NON-UNIFORM W to be poured separate CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN 13. DESIGN LOADS ARE AS FOLLOWS: 18 W from the house slab. 12'-8 PROPER ENGINEERING DATA FOR DESIGN. SEE PERMIT INFO BOX ON SHEET I. O 1 J �I Thicken footing to `�.. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS `_n 24"w x 14"d x 24"L FI 1 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI 14. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 1 L -1 under filled cells BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. - O I under girder bearing. I 00 0 0 00 0 0o N I 5. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 2-4 HOURS. NO 15. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR r — — — — — — — — — — — — — — — — — Rear Patio/Slab to I 0 SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. 1 be flush with bottom of - FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, FI sliding door recess. 1 SLAB ON GRADE TO BE A MINIMUM 4" THICK W/ 6X6 10/10 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. O� I Slope 1/2" u �� N WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: -4 (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOOTING: 3" 1 I O (Y MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BEAMS: 1-1/2" _4 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 11. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 1 I — BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF O 1 N CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI 103 0 Lin PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE 0 1 FI I O U STRUCTURAL FILL IN LOOSE LAYERS OF 12 IN THICKNESS AND Iq. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM I � Q COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: '� U PROCTOR VALUE. 2" x 4" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI i Vanity to be�ol 2" x 6"/8" - Fb 1200 PSI 2" x 12" - Fb q�5 PSI �� H.B. , 8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 4 concrete slab with fibermesh OR DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 20. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE 1 6"x6" 410/10 WWM on io mil Visqueen over O ATTENTION OF THE ARCHITECT. PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I clean compacted termite treated fill q. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 21. CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH 1 FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD 1 FI 1 10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS Termite Protection for New �ii T I o FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... Construction as per F .B.C . R318 .1 �- #5 bar vent. w/ CONTRACTOR TO REFERENCE F.B.C-R - -� 1 � / \ iCC 30" overlap Fill cell with concrete and FOR FURTHER REQUIREMENTS O O �- at each filled c (1) #5 bar vert. (typical). -' I 1 • Max, spacing shall not exceed �! 48" unless otherwise noted u' -� I FI u' OLL Wood see foundation plan notes for Thicken edge to 8"x8" ° ' 1 Base spacing at openings with concrete and 4" concrete slab with fibermesh OR 4" concrete slab with fibermesh OR one 45 bar continuous 6 xclean0/10 WWM acted on 10e mil tr treated n over 1 1 6 x6 #lo/10 WWM on 6 mil Vlsqueen over p clean compacted termite treated fill GRADE Z Grade D - = LH' ' I Q 0 Am _i 14"w x 18"d Concrete footing 8 ° O � — —� — — " 111 IIII with (2) #5 bars cont. and #5 PORCI—I SLAB EDGE DETAIL I — U 3„ transverse bars at 48 o.c. _ - — — — — — - —•-� — 0 (�� 3 SCALE I/2 - I O 1 - - 1 A/C o � Jfl OZ 1-3 � 14" 45 bar vert. w/ 1 30" overlap � � 1 4"� Steel Ballard TYPICAL FOOTING DETAIL 1 1 w i I ®filled w/ Concrete 1 at each filled cell 1 O Ti _ > SCALE 1/2" = I'-O" O 1 � 1 �I I � 'C`-/ v W #5 bar cont. in curb Fill cell with rout and — 4 concrete slab with fibermesh OR (1) #5 bar vert. (typical). _ US, 1 - - 1 1 n 1 6 x6 410/10 WWM on 10 mil Vis ueen overy `� 4 Max, spacing shall not exceed °D - v� I FI 1 1 cr� 1 clean compacted termite treated fill Curb height Wood 48 unless otherwise noted `r " �' �' 45 bar cont. Verify based on see foundation plan notes for 1 1 1 +'>Q I 0 N foundation plan Base spacing at openings �_ E m foundation plan 4 Step per with fibermesh OR � � 1 1 E o 0 concrete slab th1 � F 6„ 6„ # J E .:. x 10/10 WWM on 6 mil Vlsqueen over 1 r — — -.r — — 1 �� � _ 1 � Z z N termite treated fill OO OO ,, O = +� Z ° ° o I � a0 c� Grade I N - _ m rr clean compacted t I FI N O Ln crl _ u� (2) #5 bars Cont. bottom steel • IIII- • 1 x /O — 1 Q- EL Q) I 00 00 Io° _ 1I 1 O 00_ I _ 1 Z cam,cam, � � 12" 14"w x 18"d Concrete footing U CA CA With (2) #5 bars cont, and #5 _ 1 �#- F5 1 r r 2 DETAIL AT GARAGE STEPDOWN I .. transverse bars at 48" o.c. W p I X�r I U Co SCALE 1/2 I O 12" x 12" concrete column = _ p 10 CL 1 1 x J block filled with concrete O 1 Qj and (2) #, bars vert. tied a . GARAGE CURB DETAIL Contractor to provide Lo I -1 N � +, LL into lintels above (n proper foundation chairs 6" to 12'-6" 1%2" Min. SCALE I/2" = I'-O" for proper steel installation 1 1 >r. ., D a9Q r F4 I � F O - - - - - �cess—or ' — _J 0 Top of footer cy - - - - - - - - - - - - 16" below finishedi� � 00 00 age 00 00 ° I j Czar Door 6' 1 12„ 2 x concrete column block filled with concrete and (2) #1 bars vert, tied 3 -5" q'-O" 3'-5" Q3 30"x30"xl6" concrete 30 min. 73 into lintels above column footing with (4) II'-6° 3'-4" 5'-4° 15'-l0" � i 1 I I IIII #5 bars each way 3' 2" x 6" PT wood secured with Corner Steel Lap p 30" 1/2"dia. x 6" expansion anchors with 2" sq. washer at 18" o.c. jambhead door track secured per manufacturer's product o approval wood n t s SHEET I�l 0: �j COLUMN FOOTING DETAIL SCALE I/2" = I'-O" Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT NTS APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. OF 5, Filled Cell Masonry Column With One JOB NUMBER: #5 From Footing To Beam Each. Filled Cell Masonry Column With One 21 - 311 Grout fill To Be 3000 PSI #5 From Footing To Tie Beam F O O T I N G SCHEDULE See Floor Plan For Location Grout fill To Be 3000 PSI Mark Size Description See Floor Plan For Location O� O��QQo�o FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS ADDRESS : 2 JACARANDA F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS Digitally signed o° o® ��LR.8���°0o e F 30" x 30" x 16"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY • �O°. ° o ° O o Daniel R. byDanielR. '0, AR 977® 0 F4 8"W x 8"p THICKEN SLAB EDGE WITH I 45 BAR CONTINUOUS S I n g l Filled Cell Column Braden oQ��°°°° ° o° F5 14"W x I8"D # Doubly Filled Cell Columnp.� ° ° °°�o�o° With Curb at Garage MONOLITHIC FOOTING WITH 2 5 BARS CONTINUOUS CURB 0' 0" NTS NTS Braden Date: 2021 .1 1 .1 5 Q��°p�3 14:17:02 -05'00' ��ob000a�� Provide 45 bars with 12" min. lap 45 cont. beam steel to run I Trusses at 24" o.c. into beam and 48 bar dia, into Athrough lintel and tie to H I P R C C f S H E E T I I �l see shop drawings vert, filled cell. b cells, by others own rosin dam �4TT ,4CHMENT DET ,41L 'I --==-----=------ ---------- --------------= ------------- - ----------- --- S 8 r 5ng shank min. 2.5 log -30 Batts h t /8'p d n12 GT ent I. Minimum Nail Size 8d angular h k ( long) Simpson sing Simpson 2. Minimum Screw Size # x hurricane anchor a each truss 5 iausthreaded rod wit min embeidm 3. Minimum SheathingThickness 1`1/32" COX PI wood into beam either wet set or in epoxy with ( 2�f o.c.) supporting Max. 4. Use nails or screws based on pressure for roof stated R-19 Batts pp 9 (22) IOd nails into truss. Add blocking to I I in permit info box on these plans for appropraite roof 1810 lbs. uplift ETA 20 truss leg per detail on this sheet Provide Cast-Crete permit R-19 Batts 8UI6-IBAT precast l 3 4 FT 2E 3� lintel set in mortar Min. 8" Bearing ' ' t TYPICAL Fill lintel solid with i:.. GABLE LI00 100 L40 -I grout. Provide PT Buck l ZN ��2 I TYPICAL BI HIP — — attached per iamb I Frame ceiling transition BI Grout Filled Cell r— B+ details into filled cell - - - as needed using metal studs l 3® 4 FT 2R R ZE field verify exact configuration 4 FT and sizes a F Drywall ceiling 4" Pre-cast i 2N 1 F,c � see typical section L90 W OD l SIII W ; • ; 4 FT I C IIIng transition Insulation Detail N ° r. IF. - - - - L O �n 3 3© 4 FT ZE 4 FT n t s N I I B >l Provide 45 bars with 12" min, lap I into footing and 48 bar dia, into cy N vert, filled cell, Max. Ke Area Ede Field Fastener < (.,. 9 Pressure s.9, W 60 m Zone I �" �" 8d x 2.5" ring shank 45 psf - 'l L .__I ,... u u �� Co crete Anchors Per I 1'-6" �'-8" 2 - ;. Zone 2E, 2R, 2N �{ 8d x 2.5 ring shank �6 psf (n N Mar u acturers Specs C ' 9 s d" d" 8d x 2.5" ring 84 p sf Poured Concrete or I IZ N Zone 3 E/3 R 4 4 concrete block wall I/4"Max. '. ANY ZONE 1#8 x 2.5" Screw 263 psf L45 I �/ SLOPE �{ Concrete Footing See foundation plan for v tit for exact sizes i n I QL I n Aluminum Panel I Sizes per manufacturer I I 2 2 v'• , DETAIL �4T I� I �IDOI� OP >�lI >�lG� Ill _ z v' See Typical Stud Detail I I a�• CBS WALL Scale: 1/2" = 1 -O SINGLE PLY REAR GIRDER TRUSS I � � o Ln 3� U 12 i Lm ~ //f 03 j /8" x 3/32" Wing Nut w/ E N — Q I � appropriate washer and spacing I L `m per manufacturer's Details SLO E Nail 2" x 4" blocking to vert. leg of Min. Se. i IL 063" L X U from glass (� Q truss with IOd x 1.5" nails at 4" o.c. 099" Q I I ', 00 - O � rn <r Install Simpson MGT into wall using ' +, dia. threaded rod set min. 12" ' u C.- into wet beam and (22) IOd nails into truss I E� - __ Verlfg with Plan i — I I W CL � Concrete 12"x 12" I .�a,s.. < � Lintel Column Block u Stud Detail � — v7 I O Poured Concrete or I NTS —�� N Q 0 concrete block wall \ I Stud w/ Die CasWing Zinc n \p Nickel Plated Win Nut U- v9" Ems ; Concrete Anchors Per 2. (1/ I BI L31 V N TRUSS BLOCKING D E TA I L Manufacturers Specs � � 45 InL 48 Bar Dia- Rebar AT GIRDER STRAPPING W Rebar /� *I /� *I Flush Mounted Shutter Detail I '�` Min. Overlap AT CENTER BEARING G POINT ntS Z z M O V Z Column to Intel t tac � m � nt Z � � W - - to Z W � iro (V Metal roofing an underlayment intstalled per Product Approval ~ Z N T S as shown on sheet I over COX decking - see roof sheeting W 0 W O attachment dia r m on roof Ian. _ Ld S F1 1 U Z3 4' Lei�ingj BEAM SCHEDULE �D W wL UO N Uj Mark Size and Description _ 1 BI /C 0Z � Lfl Two rows of beam block filled with concrete and 1 45 bar N o O rI Z BI continuous in each row. Hook vert. bar over top bar with — 1 1�"" 22" x 54"— #5 90° bend bar with a loll min. lap at top bar. 12 Brace Gable end en Attic Access I SLOPE 1,4 with 2" x 4" SYP 42 min. L N I with light 8ft back nailed to bottom - - -of top chords using (2) IOd I I AH S orte I I Additional Precast Lintel nails at each truss BI I AT 2) 1 S 8'-O" MAX. 45 bars ,_ Lintel Bar Clear �c B Aluminum Drip I 1 ON 2) U ES Len t11 Len th S an Bars Bars Edge Fascia Brace Gable end (y CLEAR 9 9 p �/8" thick light textured stucco installed per with 2" x 4" SYP #2 I IN TT I Z I (ll N ASTM C 926 over ASTM D type 2 paper backed 8ft back nailed to bottom I I _ _ - - - I I (][ W Ep 2'-10ll 2'-8" I'-6" 2,#3 none wire lath nailed to substrate through one layer of of top chords using (2) IOd 12" I I V 0 ASTM D T e 2 felt paper using 8d nails. Substrate nails at each truss yP p p g Flash and Counter - Z Ui to be 19/32' COX Plywood nailed at 6" o.c. in field I I I Z +� 3'-4" 2'-2" 2.u3 none flash O W o0 c<l 0 and edges with IOd ring shank nails into studs. 8F8-OB/IT 8F8-IB/IT 8F8-IB/2T I I I -bD I BI L31 Z �. Ln ( 0 Additional 4'-O" a,-loll 2'-8" 2,#3 none Nail ledger to BI +, U 0300 #5 bars .7:'' gable hle(2)nd�dussils � I I u < CLEAR �• �.' �'-6" 4'-4" 3'-2" 2,#3 none I I I I ' >l)- One Row of "H" at each web BI I BI I I I prp 00 Block Above 5'-4" 5'-2" 4'-O" 2,43 none Metal roofing and underlayment intstalled per Product Approval I Z N N ib # as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. 0 B I L45 = 0 a 5'-loll 5'-8" 4'-loll 2,u4 none � Precast Lintel N I N L i .•:.'... 6 6„ (0'-4" 5'-4" 2,#4 none W .� r- i XK Additional i i Simpson HETA 20 or equal 12 BI i 45 bars i i hurricane anchor at each truss [L - U D 'o ----� ----'' with (10) IOd x 1 1/2" nails 4 PRE-ENGINEE�D WOOD TRUSSES 50 N ° m llJ U Co �'-6" �'-O" 6'-2" 2,#5 none 24"o.c. TYPICAL LU SI son ET 2 - ( 24" o.c.) supporting Max. J o � X � SF16-IB/IT SF16-IB/2T 1810lbs. uplift ( shop drawings b manufacturer ) none p P g y = h scan ant r a eat trus N BI (� � !�I v � �; � NOTES: ( 24 .c.) uppo ting lax. V cfJ LL +' I. min. coverage of steel=1.5" Truss mfg to provide level 2. min. bearing required ® ea. end=8" ALL reinforcing Steel IS grade 60. 1810 lbs. U Ilf t 3. standard for reinf. steel=ASTM A615 return to be I short of wall I BI BI �, � >r L 20 TO L90B �j TYPICAL LINTEL SECTION Aluminum Drip Edge t Fascia R-30 blown fiberglass ( PRECAST CONCRETE ) � � 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 framing with nails or staples to provide 1/2" drywall with smooth finish Kaycan full o vent vinyl soffit installed no less than 1-3/4" 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 T S C H D Vf L• into vertical wood framing members and (1) 45 bar Cont. in each row. Substitute Q3 precast lintel filled with concrete and (1) 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 W dow " R Block Gravity Uplift Lateral ring shank nails with min. 1.5" 1/2" dr wall over I" x furring penetration into soffit framing 5/8" thick light textured strips a 16" o.c. with R4.1 fi-foil L Mark Unit Lintel Above Bottom Top Load Load Load P 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 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-102.3.1 and (2) 47 bars vert, tied p and shall meet all pertaining ASTM codes. L31 2'-81 4'-0" 8FI6-IB/IT ONE 1 #5 1 #5 2931 3019 2128 into lintels above co Mortar to be Type "M" only proportioned��pper FBC R601.1 2'-8" 45 bar vert. w/ and Mortar joints shall compl with FBC R601.2.1. 3'-I" thicken edge to 8"x8" 30" overlap Provide Dur O-Rock at all ywet areas (ex. showers, tubs etc...) SHEET O L45 4'-5" 5'-10" 8FI6-IB/IT ONE 1 #5 1 #5 4360 2093 946 with concrete and at each filled cell L50 5'-0" 6'-6" 8FI6-IB/IT ONE 1 #5 1 #5 3480 1880 1204 one #5 bar continuous BEYOND Fill cell with Grout and N L60 6 -S" -I'-6" 8FI6-IB/IT ONE 1 #5 1 #5 2661 1634 891 Rear Patio/Slab to (1) #5 bar vert. (typical). O L80 8'-0" 9'-4" 8FI6-IB/IT ONE I #5 I #5 1843 1133 �39 be flush with bottom of Max, spacing shall not exceed sliding door recess, Wood 48" unless otherwise noted 0 F 5• L90 9'-O" 10'-6" 8FI6-IB/IT ONE I #5 I #5 1533 914 519 To of footer Base see foundation plan notes for - OVERHANGS AT 1' -0" UNLESS OTHERWISE NOTED ON THIS SHEET L90B 9'-0" 10'-6" 8FI6-IB/IT ONE 1 #5 1 #5 1533 914 519 p spacing at openings 16" below finished floor JOB NUMBER LI00 10'-0" ll'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1366 -198 604 Step per foundation plan 4" concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6°xC' 410/10 WWM on 6 mill Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER 21 - 311 S LIOOB 10'-O" II'-4" 8FI6-IB/IT ONE I #5 I #5 1366 �98 604 Slope per foundation plan ao clean compacted termite treated fill L120 12'-0" 13'-4" 8FI6-IB/IT ONE I #5 I #5 10�5 606 433 — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE L120B 12'-0" 13'-4" SFIb-IB/IT ONE 1 #5 1 #5 10-15 606 433 a ��OO.D00000 a. . ARCHITECT 1=0R APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. L140 14'-0" 15'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1250 485 341 _ 0�� OO L160 16'-0" I-'-4" 8F8-IB/IT ONE I #5 I #5 9so 404 25� - ALL TRUSS T O TRUSS CONNECTIONS �Y ,ADDRESS : 2 J A C A R A >\l D � QED of��°°...... °° °�° o LI60B I6'-O" I_'-4" 8FI6-IB/IT ONE I #5 I #5 950 404 25� TRUSS MANUFACTURER OQQ -I � — — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR K � �'0 e ALL LINTELS SHALL BE MADE BY CAST CRETE OR LOTTS LINTELS Digitally signed by - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE via v,e .p ,o- v� �1 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Daniel Ro REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING _ 14" Daniel R. Braden o.�° ° AR9770 LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. - —I — CONTRACTOR T O PROVIDE FORFORM BOARD SURVEY AND T O o.� REQUIREMENTS T I e a l Section at Front Pore PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO Date: 2021 .11 .15 a�� °°°°°°°°°°°°°°°°°�o o� LINTELS OVER 14 O LONG ARE TO BE PRESTRESSED. " Braden ��'���Dp�� 0� Scale I/2 = I —O TRUSS CONSTRUCTION 14:16:50 -05 00 000000000��� PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 1 20 1.2 kw #12 Refrigerator I Range #6 12.0 kw 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 6 Dr er 1 #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 Opt, T I O/S L,A B I 20 1.2 kw #12 Dishwasher II 12 n I 20 1.2 kw 412 Microwave 13 14 Air Handl r #10 5.0 kw 30 2 Opt. 1`'t ,A B 1 15 414 General Lighting 15 I6it I 15 414 General Lighting 11 18 WH #10 5.0 kw 25 2 I 15 #14 General Lighting 19 20 / \ - - - - - I 15 #14 General Lighting 21 22 GDO #12 0.81 KW 20 1 ' 1 14 Is T F R 1 15 414 General Lighting 23 24 Spare \ M 1 Spare 25 26 Spare 149 CFM J I D O O Spare 21 28 Spare i 10X10X6 I Cover gd Porch Spare 29 30 Spare � 1 PANEL "A" LOAD CALCULATION SHEET Covered Porch I I w.p. GFI(p Load Description Qt . Watts Total(Watts) 1 I V ,�j5�/ Y / General Lighting (3 watts sq. ft.) 1135 3 5,205 Small Appliance Circuit(s) 2 1,500 3,000 I M C I 1 I 1 Range 1 12,000 12,000 1 S T I E ,4 T O M / _ Refrigerator I 1,200 1,200 1 E D O O I O M M Smoke Carbon Smoke Detector � 1 1 Microwave 1 1,500 1,500j T 1 I 1 Combo 1 \ \ Dish Washer 1 1,200 1,200 II�1 Clothes Washer 1 1,200 1,200 O O M 1 I 1 S S Clothes Dryer 1 5,000 5,000 1 1 I 1 M Water Heater 1 4,500 4,500 a 149 CFm I Garage Door Opener 1 810 810 1 IOXIOx6 - - GFc1 1 [� Lo 3 1 12x12x10 - - - - - - - 1 = 1 U u Total Watts 35,615 B/A 20 I a I c� Ca Q UO3 Center Reglst 8 CFM I�208 CFM on ceiling fgqn First 10000 Watts 8100% I 10,000 10.000 IOXIOx1 OXIOX- __J _________ __ Q � 16 1 I V I " �Remainder 25,615 4 12x12x10 H.B. 0% I O 10,246 r- - - - - B/A ° 1 � p� I �,'� Electric Heat or A/C 10,000 �65% L 1 10,000 10,000 1 1 I ,� S E T 1 9 CFM Calculated Load Watts 30,246 Voltage 240 1 Iwng 8x4x4 1 I 1 GFC1 - 1 Box 1 I LiCalculated Wattage Divided by Voltage = Total Amps 126.02 ° Panel Size Required = ISO Amps 1 ^ O [DINING 1 I L � Exhaust Duct LL- 1 1 ROO 1 XGFI /' � �� Thru Soffit OL Electrical S mbolLegend12" L - - - x4x4 ;, F � F GF1 1 54 M 1 1 nj l�7�7 Single Pole Switch ® Recessed Can Light , 1 / Vent t r U \ ,/ ° 53 Double Pole Switch ® Eyeball Recessed M 1 i 1 1 S of f i t \ / V- LL � 001 I i B � T 1 �� EO O � P Push Button Switch Exhaust Fan 1 ✓'° ° 1 1 \ I I T C 1� �l \ / ` Duplex Outlet Ceiling Mounted Light ° QQ �J Special Receptacle Wall Mounted Light Iwn J - _Smoke / Carbon _ 1 e I Monoxide Detector J I I .4" Exhaust � Waterproof ground fault circuit Box 1 _ HIMES g Combo Duct Thru P. Fc Light with Pull Chain (attic) - - - - - - - - GFI 3'-2" 3'-2" 24" \ Z CV � ® Floor Duplex Outlet © Computer Connection Jack I H.B. _ - \ M \I- C5Wall O 162 CFM 21 C M 0 � � \ GFI cn Carbon Monoxide Detector 12xbx-I _ _ _ Flood Light ° � � lJ 10 x6 I 50 M 1\ - Install oulet - ■ H.B. F N under disc. TQ Thermostat I� Electrical Panel Yent thrU I5 CFM 24�x16" �" Exhaust DuC �\ `n not shown for ill© Central Vac g Electrical Meter 8x4x4 �Ri p` 1 1 I Thru Soffit GFI mm m =Aw FI clarity � - g --- Soffit--- - lei in � SQ Smoke Detector Ceiling fan //�� _ 9� O oo \ 42"h GFI Q 11 11 II Tv Television Jack G 1� T I - - O O - - - - - - - - - - - JL�jH. 1-�l Telephone Jack I T = \ 1 A B C ❑1 p AC DISC A/C Disconnect i , ( F W 1 1 #1 ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light I H C enter O 1�„ m - - - - - i 22 x 54 SPKR Speaker Hook-Up _ _ , I $$I \ Attic Access 1 ? I -S F- C O 1�l D Q L with fight J / 1 D R O O Optional U I�O ,4 m p FB = JUNCTION BOX TO SUPPORT ,A FAN 146 CFM ��'i/ 1 j � = r Attic Access 1 anel location e O = THERMOSTAT LOCATION lOx6x6 �\ �� d JI I -with light - J i V s ® p /� / Panel M�t�r BALANCED ,AIR ���\�'� L ISO Amp , light inl attic / (L W E c� ' a CF Panel Meter / m W � o O 00 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW M 42"h GFI Z ap u A/C disc. A/C disc. E3EDROOI 1 ( � C PB � \ < < N � O #2/0 AL SER Cable 12xl2x8 /I Garage (L - r r / \ � 1 Q (3) #1 THHN Copper With #1 Grind B/A ICJ -3 / \ Door � op ap ra 2" PVC Schedule Opener _______ - I Z CA Cy # 40 conduit 2" PVC Schedule 150 15o Wire or y I I cf) AMP 40 conduit sleeve AMP \ f---------- l O CV CV L MCB into attic MCB Front Post / \ I I `� OU r r PANEL AHU PANEL AHU Light p. / \ I I (� U r r -----------------� Ll w. GFI \ 200a rated 200a rated meter can meter can I I \ \ I I - x J 0 0 r6 LL METER METER Intersystem bonding Intersystem bonding COVERED Y D � N COVERED / i i L U Termination point Q) Q \ i�ORCH 2° PVC ( FPL 2° Pvc ( FPL�� Termination point i=ORCH _ - _ � schedule 80 schedule 80 2" rigid service FPL 2" rigid service FPL I I GEC Bare ub co ,per wire GEC Bare #6 co per wire to (2) 8'-G ' Galvanzied to (2) 8'_ f8) Galvanzied ground rods ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS ED L� T L /4 "r T L - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendatlons which manufacturers recommendations which _ /� shall be verified prior to construction shall be verified prior to construction S C ,4 L. E : 1 / 4 " - I � - O ii SC L. E : 1 / 4 " - 1i - O // - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment o SHEET - EET * O:r \Post Light withELECTRIC NOTES: Photo cell ,4ttle Venting Calculations 1= C 2309 . 7 - 1 15. Contractor shall guarantee all materials and workmanship 20. All equipment and anel sizes shall be verified before I. Use copper wire only from panel to devices g Pp 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 Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. u T o t a 1 t t 1 e Space - 2 12 S q. t. O F S. 3. Contractor to verify location of electrical year from closing sale of house. X service and provider. Correction of defects shall be completed without additional 21, Furnish and install all fixtures as called for on the plans WCJVenting Ratio I / 1 O - 1 . I sq . f t. r qu1r d 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. 5. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. N 21 - 311 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 7. 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 fi r oY 1 d& 4 Continuous Vented Soffit ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must comply w/ FBC RM1602 the requirements necessary for the equipment to be placed in rrP O.D00000Q 9. A/C Refrigerant lines that are run thru slabs must be proper working order. 23, All exposed wire below 9'-I" shall be installed in metal EMT sleeved in PVC conduit. D D S S : 2 J C R >� D °°°°°° 11. All work shall be done in accordance with the N.E.C. and 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 er °11, All work shall be erformed b a licensed electrical y P p y meet all standard requirements of the local electric utility FBC RM1502 � �•8 � contractor, the completed system shall be fully operative. and telephone company. 0° ° ® o b 12. Contractor shall pay for all fees, permits, testing, and Digitally signed by Oa o - . O inspections including blower testing where required. 18. The electrical system shall be completely and effectively DanielR. ,o AR9770 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 00�° o O� interference with the progress of construction. o,0"° o 14. All required insurance shall be provided for protection 19, All material shall be new and shall bear underwriters' Date: 2021 .11 .15 p °°°° °�CS�O against the public liability and property damage for the labels where applicable. Braden , i ,����°p� duration of the work. 4:16:38 -05 00 ��oo000D����