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HomeMy WebLinkAboutPLANS - 2 HUARTE Metal roofing and underlayment intstalled per Product Approval as 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 1 over CDX decking - see roof sheeting attachment diagram on roof plan. 12 S/8" thick light textured stucco on typical concrete 4 SLOPE block construction 12 SLOPE 12" 8'-l" BEARING O.H. COVERED I 2 2„ PORCH 3 H DRESS H O (D COVERED PORCH d) 2 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7F-Irlsh Columns with 5/8 thick x 8 W cut _ coral finished stucco bands - - - - - - - - - - - - - - - - — — — — — — o'-o" = Finished Floor � 5/8" thick cut coral finished stucco bands ;/8" thick light textured S/8" thick x 8"W cut stucco on typical concrete Truss mfg to provide level return to be I" short of wall coral finished stucco bands block construction C] N U L E F T E L E VA T I0 N ,� � . R E SCALE: I/4" = I'-O° AR ELE \// /4 TIC N 4; [] U Q Aluminum Drip ( U Edge � Fascia SCALE: 1/4" = 1'-0" (� 2" x 4" Sub-Fascia 12 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 Metal roofing and underlayment intstalled per Product Approval Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over CDX decking - see roof sheeting NTS as shown on sheet I over CDX decking - see roof sheeting attachment diagram on roof plan. attachment diagram on roof plan. t!- 12 1/8" Thick cut coral stucco over paper IV backed wire lath nailed to substrate through U SLOPE1 -4 one layer of 15 lb felt using 8d nails. Substrate w to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized 12 nails into truss webbing. z �J 8'-1" BEA ING �{ SLOPE U p Q EGRES EGRES — E PER D O.H. 8'-I" BEARING � 0 3 W1. 12" 12„ • H. H. - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — Q, O,� —Finished Floor 11� oke. 5/8" thick light textured B stucco on typical concrete � El ED � El El � � o'-o" = Finished Floor � N block construction w RIGH7 E L EVA T IO N E 00 �/8" thick x 8"W cut LU � Y O SCALE: I/4" = I'-O" coral finished stucco bands FRONT ,� T IO �l zOIL_ z w oo m �' O CV CV SCALE: 1/4" = 1' O" 010 � s � ' Q- r r Q HHu � r � 0 73 C-4 C� a FERMITTING INFORMATION (FORM 100) � o >- >- � O rr n- Product Approval Submittal Affidavit Florida Building Code Residential: "ITH Edition and ASCE �-16 for Wind Loading 2R 1 3E 2N 3R2N W U rn Building Design is: Enclosed Risk Category: II Wind Speed: 165 mph ultimate � • _ Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows t Skylights Mean Roof Height: 13'-8" Roof Pitch: +12 (-1°-20°) 2E 3E — W x -1 Internal Pressure Coefficient: ± O"I8 3E l L ~ � N Opening NOA/FL TEST Design Pressure 1/2" dr wall ceiling on truss bottom cord Sub ectabilit to dams a from: Weatherin Negligible Termites: Ver Heavy 2 2E 5 L Product Model � Manufacturer Glass Attachment method Expiration 9 2" x 4" to late y g � y g �_ �� g' yff)Type NUMBER Date of Approved Tests P P M Width of Roof End Zone: � O 3R � 3E � ,� � I/4" dia. tapcons w/ min. 1 3/8" penetration to be Wind Exposure Classification: C 1,2,3 Single Hun SH-��OOA 5/16" 65.0/-80.0 PS FLU 239.4 g g PGT spaced per product approval. Contractor shall adhere to + Adjustment factor for Exposure Height Using Allowable Stress Design and Impact min. edge distances specified in Product approval � p g g g 5 „eta x uc to concrete lockwit ao a cellwith Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.6WL Overhead Model 824/811 (1) #5 bar vert. using 3/8' x 6" Hilti HLC Sleeve anchors at 8" o.c. ,4 FLU 153�1.� 18'-2" max. width th 1.25" dia. weahers with min. 4" edge distance. Install track to buck + I.00 — GABLE ROOF FROM DAB sin (1) 5/IL" x 15/8' full thread la screws in each bracket maintains„ 50.0/—�O.O PSF EX Hei ht Ad Factor: x Load Combo Factor 0.6 0.6 a lied below Garage Door 14'-0" max height g g g p g pp 2:12 TO 8:12 PITCH g g min. of Lro edge distance - GC to strictly adhere to product approval Door Compan Provide l/I6" pco washer min roller shafts. GABLE ROOF Components t Cladding Wind Pressure: Smooth I/4" dia. tapcon with min 1.25" embedment at 6" max Zone: 1, B FL# 15213.1 Fiberglass Fiberglass Plast—Pro from corners and 14.5" o.c. max. thereafter in jambs. +65.0/—�0.0 2E +15.0/-39.0 psf 73 Zone: 2N, 2R, 3E +15.0/-51.0 psf 2R Sliding Glass Series 110 1" nom 1/4" dia. tapcons w/ min. 1 3/4" penetration to be Zone: 3R +15.0/-69.0 psf 2R 1• 3 2E Q C FL# 251.4 SGD PGT spaced per product approval. Contractor shall adhere to + 60.0 PSF 1/2 drywall On 2E 3 L Door Type spaced 2 I/2" edge distances specified in Product approval — HIP ROOF Components t Cladding Wind Pressure: 2" x 4" studs at 16" o.c. Zone: I +18.0/-31.0 psf 2R TEST Zone: 2E/3E +18.0/-41.0 psf 2E I, Product NOA/FL Model *r Manufacturer Attachment Method Expiration Design Pressure Zone: 2R +18.0/-53.0 psf 3 I' 2R NUMBER Date of Approved Tests 2E L r, For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment Components >t Cladding Wall End Zone Width: 3'-0" 3 SHEET I�l O: 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 FLU 15353.8 vertical mullion and doors self tapping screws per clip as shown in product approval. + 118.9 PSF Zone 5: +23.0/-31.0 psf 4" concrete slab with fibermesh OR Components t Cladding Wind Pressure (NET) on Garage Door: 5 26 �g a. 5v crimp metal roofing attached to pl wood deck using 49-15 x 1.5" Roof Zone Zone 5: +32.0/-41.0 psf HIP ROOF 2:12 Roof FLU 33818.2 5V Crimp Gulf Coast Supply HWH wood screws with self sealing washer at 12" o.c. max spacing�per System 1/2E/2R: 6"x6" # 0/ 0 WLUM 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 5V type 2 clean compacted termite treated fill Shear Walls Considered for Structure? Yes OF 5, and manufacturing for max. pressure of —131.0 psf. Fasteners shall be installed through underlay— — g4.25 PSF ment and attached to/through I wood per sheeting attachment detail on roof Continuous Load Path Provided? p�yy 2N/3/3E/3R: 2 x 4 P.T, bottom plate Yes � = Roof Zone 1 plan. Plywood to be 19/32 CQX. —131.0 PSF base-board Are Components an Cladding Details Provided? Yes Walls Zone 4 JOB NUMBER: Minimum I psi, Presumptive: X B Test: psi Install two layers of Tyvek horizontall in shingle style fashion using 4" and 0 p p y p DuPont Protec 160 y " 6 overlaps. Install using I dia. metal or plastic cap nails at 12 o.c. along Underla FLU 208�6.1 DuPont P 9 P P g Is a ® _ /2R END ZONE y Th Building Shall Have th Following: Roof Zone 2E Tyvek course and end laps an a single row 24 o.c. along middle line of the field X Walls Zone S 21 I.A.W. the product approval installation instructions. Stagger top layer using APPROVED SHUTTERS: IMPACT GLASS: BOTH: NEITHER: 24" undercourse strip parallel to eave edge and cover with full sheet. ODOO Overlapsuccessive sheets b 26" I.A.W. product approval installation instructions. CORNER ZONE interior Nor— Bearing F a r t I t I on ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 psf Attic w/out storage: 1O psf = Roof Zones 3/3E/BR �0� OP Ffl, � Siding Stucco on Block FLOOR LIVE LOAD: � sf FLOOR DEAD LOAD: 10 sf Attic with stora e: 20 sf Roof Zone 2N �� o��....... %o nts �0•��°°°°° ° � o Install using 2" x 4" PT battens attached to wall using 3/14" dia. Soffit FLU 16503.1 12" Tripple 4 with 1" min. embedment into wall. Attach Soffit channel to wall usin o ��fL R.BRAD Full-O-Vent Single Kaycan LTD 0.091" dia. x 1.5" T-rails at 12" o.c. per detail C in P.A. Install J" ± 55.6 PSF Digitally signed by �° o a ® oo SPAN VINYL SOFFI channel to bottom of fascia using staples into soffit and same T-nalls Daniel Re at hem and in vanes er detail A in P.A. ( roduct a roval) ELEVATION NOTES: ALL CONTRACTOR UUARRANTIES BEGIN UUHEN THE CLOSINGS Daniel R. Braden AR9770 - RETURN ALL STUCCO BANDS TO WINDOW OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORf= , ° Date: 2021 .11 .05 0�0 °° have reviewed the above and approved it bg mg Seal below. ( Architect or Engineer of Record ) OR DOOR. AND lU I L L C O N T I N U 1=O R O N Y A R R O 1" THAT D A T Braden ��0�'' °°°° 0.000 18:08:34 -04 00 00. QED°per ao0 ��0000D�O FLOOR F L A N Opt. PATIO/SLAB 4„ 35'-01, TYPICAL NOTES: SCALE 1/4" = I'-C" I< >I CRASH POST DETAIL 12" x 12" Concrete column 12" 8'-10%2" 12" 8'-10%2" 15'-3" block filled with concrete and - '%2" �2" 1. Contractor to verifyALL notes and dimensions prior to _ N.T.S. (2) #-1 bars Vert. tied Into p Water Heater 36" high by 4" diameter lintels above 2 proceeding With work. steel crash post. Floor Flange with 4 - 3/8" 00 00 00 00 2. Contractor to STRICTLY enforce ALL OSHA Requirements. ° ° ° expansion bolts into 0 EGRESS 0 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5o ksi steel plate) Filled cell under a minimum fiber stress. 6„ girder above 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2�2" 2r2" o 0 PORCH o ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o '2 '2 _ WIRE LATH t STUCCO 0 shall be 3,000 P.S.I. concrete and/or -4,000 P.S.i. grout mix , o CEILING �. Drywall at ceilings shall be leveled and attached to bottom chord X3i8" 2%2" of trusses with screws per FBC R102.3.5. 0 2y2„ 16'-0" 3' q" O 1. ALL wood in contact with concrete shall be pressure treated. 0 0 ° MAST ° 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. • O `i. ALL plumbing fixtures to be low flow. �2 C O BEDROOM � _- _ � ) 10. Contractor to Provide Drain at water heater in accordance 00 O O 00 00 8'-O" 110 A.F.F. with the current edition of the Florida Plumbing Code. O I Flat Ceiling N 11. Contractor to Provide a 2 8 wide door at one bathroom for 1 handicap accessibility requirements. 2'2" 2r2" O O 12. Lowest finished floor to be set b Governin Building Department � " " Recess to late 4% x 3/8"d Counter top - verify type 1 , � y g g p �2 6" /2 for steel support angle with contractor surveyor t0 Set In field. see detail on this sheet 1 N N 13. Separation between residence and garage shall be per FBC R302.� O I O Vanity to be v 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door 1 34 r2"high iY 15. gall and Ceilin Shall have a flame-s read classification of not greater than 200 Der FBC R302.9.1 Steel countertop support angle 0 g p g install 6" from each end and Base cabinet 8'-O" to 9'- A.F.F. = Rod t Shelf l�. gall and ceiling finishes shall have a smoke-developed index of not greater than 450 per FBC R302.`1.2 one in center of counter. Vaulted Ceiling - - - 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant See angle detail 1 r - - o p 2" x 8" wood studs 0 4" 3" 4° flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation at 16" o.c. _ p 1 U materials exposed on the underside of the roof deck or on the attic Walls Shall comply 1/2 drywall L6 With F.B.C. R31� - see permit info box of code edition 2" x 8" PT wood plate GRE ,4 � �"� n1 cc • ! U 3 p 18. Gypsum board material shall conform to ASTM C3�, C19, C-415, C514, C�30, C931 I J U C`��0, C1002, CIO'41,C1111, C1118, C1218, C1395, or C13`l and shall be installed I of OSE ° according to the following: (FBC R102.3.5) • - I WI KITCHEN ISLAND FRAMING DETAIL Dr wall Framing Max, spacing v,rn °i y Location Orientation P 9 Nail sizing options for i � � I L - H.B. Member installation of dr wall into �n v v Thickness of fasteners U spacing y _ oo U, cv I Rod t Shelf Maximum wood framing members "r n;�OL Nails Screws 2" x min, thickness Perpendicular 24" 13 a 1 3/8" longwith 19/64" head 3„ 12 0 I o 31„ 0 O Gelling P � 12 9 OR - ®- 0.098" diameter x 1 1/4" long m\ g I WASHER DRYER 2" 3 -4 Q annular-ringed or 5d cooler nail 1 - W /2 OR Verify attachment LO 5 3 �" O 0 W Either 16 0.080" dia. x 1 5/8" long with hole location with CSC O LAUNDRY W Walls " 8" 16" I - O 9'-5" Direction 15/64 head - 0_ OR prior to fabrication I u, O LU Gypsum board nail 0.086" dia. 3/8" thick 6„ W Q- x 15/8" with 9/32" head, steel bracket O 8'-O" 0 9'-8" A.F.F. N H Ceiling Perpendicular 24" -1" 12 13ga 1 5/8" long with 19/64" head Vaulted Ceiling ` LL OR �311 DiNiN0 1 0 = o O 0.098" diameter x 13/8" long annular-ringed or 6d cooler nail 34nitg o b O `i " OR 1 = I I 42" Walls Either 16" g 16" 0.092" dia. x 1 1/8" long with COUNTER TOP BRACKET DETAIL O 0 3/8" thick steel counter to 5" Direction 1/4" head 1 overhang wall 1.5" <r I I V O OR cou ter top supports Gypsum board nail 0.0915" dia. counter tops to eq eq- x 11/8" with 19/64" head. a' JIL -� 2"1 overhang wall � I JIL MASTER �� I 1-! 19, ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.�, \ 1 k , -" BATH I 2' 1 1 U A 10 8.1, All 8.l, All 8.3, A 13 .1 and A131.1 KITCHEN WM-I I I 1 LAv-i I 0 S O PANTRY 0 - 20. Cement, fiber-cement or lass mat sum backers In accordance with ASTM 2' AAV I \ �i� 1 `A"-' 1 2" o `) (U CAB � [--- , - - -4" g gyp JIB LAUNDRY 2„ 1 3„ - C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations Shall 2" 1 1 I I 1 DW ° ° +41 high wall U be used as backer for the wall tile in tub areas and wall panels in shower areas. O SECOND LAV-I 21. insulation including facings such as retarders or vapor permeable members installed 2" 2„ 2" 2" LAB I � 'I c-' � O I � KITCHEN � F BEDROOM within floor-ceiling assemblies, roof-ceiling assemblies, wall, crawl spaces and attics 2 2„ 2„ SHWR-1 3 1 s'-C to 9'- " A.F.F. ' ' I Shall have a flame spread index not to exceed 25 with an accompanying smoke we-I 3„ I o_ Vaulted �e111ng pper cabinets to 1 Flat Ceiling LU developed index not to exceed 450 when tested in accordance with ASTM E 8-4. 2" T, I extend ove Ref. Insulation shall comply with F.B.C. R31L BATH #2 3" I 1 1 - D ( W install doors thru buck into 3 1 NON VENT REF 1 -1 block using tapcons as stated SANITARY RISER 38" CLEAR " 24' 12'-8" _ Install windows thru buck into in product approval form on sheet 1. INSTALL VULKEM BLOCK SEALANT _ H.B. L - - - OPENING _ block using tapcons as stated Exterior face Buck to be 2 x 6" PT ON ALL JAMB, HEADER, AND nts to septic/ m � N Exterior face in product approval form on sheet I. of wall SILL BLOCK PRIOR TO BUCK sewer system o (� W m of wall INSTALLATION - - - - 1- st aries E O Varies �y LU � O m -II Batts Insulation O O O O A/C W.H.O Provide auto ' Z Lll oo t�l _0 O See product approval for $$1 0 4"0 Steel Ballard closer THIRD t� Z > M 00 U Q See detail on this sheet E c�1 O < N(A! b U I x4 P.T. Buck Walled to hinge screw into wall req. r W _ BEDROOM < 00 0 block with case hardened nails prior to window attachment r - - - - - 1 �, p- D �tall at l.Ulndows Detail at Door 2' x 54" 1 _ Metal roofing and underlayment Intstalled per Product Approval I Attic Access 8 1 O = 1 1 O 0 1 N ## NTS NTS as shown on sheet I over COX decking - see roof sheeting I with light I a 1 Q 1 J Z attachment diagram on roof plan. 0 L - - - - - w Q Simpson HETA 20 or equal 8'-C" A.F.F. J Flat Ceiling (� hurricane anchor at each truss - CV 12 g m `r U O rr � Flat Ceiling Window schedule with (10) ) s x l ling nails - ( 24" o.c.) supporting Max. PRE-ENGINEERED TRUSSES O 0 18101bs. uplift 4 at 24"o.c. TYPICAL O � LLI m Mark Size Rough O en. Window Descrl tion PRESSURE ZONE (shop drawings by manufacturer) © _ uj x J Truss mfg to provide level 4' 4I m 12'-8" " I. 4'-5%6"x 5'-3%" 54i8"x 63%4' Single Hung ZONE 4 return to be I" short of wall 0 - m L Lo LL +_ 2, 6'-2%B"x 5'-3 %e" �5" x 63%4' Single Hung ZONE 4 Aluminum Drip O Block wall In LL m U cn garage to be O O MT O O O - r L_ Ede & Fascia N struck block 0 2'-8" 0 0 '�21�2"x 38ia" Single Hung ZONE 4 9 R-30 blown fiberglass S. 12'-2 x 3 -2 I/2 In bottom chord of trusses 2 x 4 Sub-Fascia I2, 13'-O" R-II Batts Insulation +' 4. 4'-5i6"x 4'-2%" 54%e"x 547'a" Single Hung ZONE 4 V-1/2" drywall with smooth finish 0 Provide auto 15Panel P � Kaycan full o vent vinyl soffit installed EMERGENCY Closer ALL Windows to be aluminum windows w/ tint per product approval form on sheet I. Two rows of beam block filled with concrete 0 EGRESS and (1) #5 bar cont. in each row. Substitute ° r--- -------------1 r-----------------1 ° and mullions per elevations. O O precast lintel filled with concrete and (1) 45 1 I 41.25" x 82.5" I ALL windows to withstand pressures in permit info box On sheet i I" x 4" nailer attached to bar cont, for bottom row over openings 3' I I 0 I ough opening M O ALL windows in bathrooms to be tempered level return with (2) 8d I I i for this door All rough opening dimensions to be verified b contractor ring shank nails with min. 1.5" 1/2" drywall over 1" x furringg I I 1 b g p penetration into soffit framing strips at W' o.c, with R4.1 Pi-foil 1 I 0 0with manufacturers specs prior to construction ° - `t ° p p insulation on typical 8 Block walls O I I I I 0 5/8" thick light textured _ All drywall to be installed per FBC R102.3.1 \ i i OD 11G O L. F CART Door Schedule stucco on typical concrete and shall meet all pertaining ASTM codes. I I I Mortar to be Type M on proportioned er FBC R601.1 I\ block construction yP g P P I I I I and Mortar Joints shall comply with FBC 601.2.1. ;,, 1 I Mark s1Ze Rough Opening Door Description PRESSURE ZONE Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) I I I I A 9'-0" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 45 bar vert. w/ 0 0 - - - - - 0 0 SHEET I�l 0: 3 30" overlap Fill cell with grout and 0 0 0 0 0 0 0 B 3'-0" X 6'-8" 41 /4"x 83%" Fiberglass Panel - Inswing ZONE 4 at each filled cell (I) 45 bar Vert. (typical). �4" x 81 �2" ;p e e't- Max. spacing shall not exceed C 6'-O" X 6'-8" Sliding Glass Door ZONE 4 Masonr Beam 2'-s" A 9'-O" 2'-8" 6'-4" 2'-8" 9'-O" 2'-8" Wood 48 unless otherwise noted y D 2'-0" X 6'-S" Solid Core - Wood - 6-Panel -BI-Fold Finished 24" x 81 �z' >< see foundation plan notes for 35'-O" ase spacing at openings I" x 6" P.T. Buck nailed to E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel " x " T. B k nailed to block with case hardened nails I 6 P. Buck n d 4" concrete slab with fibermesh OR block with case hardened nails ,� „ prior to door attachment head F 5'-0, X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 6 x6 410/10 WWM on 6 mil V isqueen over nd jambs prior to door attachment JOB NUMBER: s 20 min. rated at garage clean compacted termite treated fill G 2'-S" x C-S" x 1/," Solid Core Wood, Steel, or Masonite Door 9 g _ TF p00 - H 2'-8" X 4`81" Solid Core - Wood - 6-Panel Install SGD Frame thru buck into 2 1 3 O 1 block using tapcons as stated Grade 1n product approval form on sheet I. Masonry Wall OQ�D.DO� J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - BI-Fold Square Footage Breakdown �17� 0� q g a0 �o rJ� Head sliding door Total A/C Space = _ 1,153 sq. ft. 2 H U A R T ALL Exterior doors to withstand pressures stated in permit Info 14% x 18 Concrete footing Covered Porch Total = 212 sq. ft. 00 �o° xfLR 8 °°� o box on Sheet #I p p 1 1 with (2) #5 bars cont. and #5 Verify sill attachment req. Install SGD Frame thru buck into Garage = 45`l S ft. 0° o® �,v . O Typical Flooring block using tapcons as stated g q' Di Ita�� $I Wed b �° so b transverse bars at 48" o.c. with product approval on in g Y g y O. 0 . GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL 14 sheet 1. product approval form on sheet I. Under Roof Total = 2,484 sq. ft. Daniel qDaniel R. Braden o•�°o ��977® °a�o WITHSTAND THE PRESSURES STATED iN PERMIT INFO BOX ON SHEET 41 Jamb o °° °C� 0 0 All rough opening dimensions to be verified by contractor T Y i C SECTION i �2 S 11 d 1 n Door D t a 1 l _ Date: 2021 .1�1 .05 ooa�°°°°o 0� 0 ��0 with manufacturers specs prior to construction _ Bottom Track Total Cubic Ft - 14,024 Braden 18:08:22 -04 00 o ��D Scale 1/2 - i -O Sill At Masonry Wall NTS 12" x 12" concrete column block filled Opt. PATIO/S L A with concrete and (2) 1*1 bars Vert. tied I 35' O" z 9 F C IN D /4 T 1 C INF L /4 � into lintels above{ 12" 8'-10%2" 12" 8'-10%2" - 15'-3" v F4 STRUCTUR /4L 1�lOTES : SCALE: I/4„ - I, _O„ N II. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY I. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE T — Filled cell under I FI ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 0 0 girder above 1 CONSTRUCTION 1 0 18 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 12. CONTRACTOR TO PROVIDE SOLID FILLED CELL AND 45 BAR VERT. AT O 1 OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF -48" O.C. MAX. PROVIDE (1) FILLED CELL ON EACH SIDE OF OPENINGS o r ° UP TO 5'-11" WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS 1 I 1 CONSTRUCTION p Rear Porch Slab to L FI 6'-O" WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION o 1 W - be poured separately 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL PLAN. 1 (>_ from House Slab. BEARING CAPACITY. IF ANY SUB-SOIL, MUCK OR NON-UNIFORM I O I N CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN 13. DESIGN LOADS ARE AS FOLLOWS: PROPER ENGINEERING DATA FOR DESIGN. SEE PERMIT INFO BOX ON SHEET I. Thicken footing to 1 O 1 24"w x 14"d x 24"1 ° `�.. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS a O under filled cell - ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI 1-4. ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A-I6, t 00 O O 00 00O I under girder bearing. I - �Um BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. Elr — — — — — — — — — — — — `�— _ I O �U - v 5. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 2-4 HOURS. NO 15. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR I FI Rear Patio/Slab to BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. I be flush with bottom of O SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. sliding door recess. I N FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, El Sloe I„ p SLAB ON GRADE TO BE A MINIMUM 4" THICK W/ 6X6 10/10 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. OI i I 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: 1 I pC (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOOTING: 3" -� MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BEAMS: 1-1/2" 1 FI I 0 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 11. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. I o BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI • 1 I U ,Nln U PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND Iq. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM I I 0 3 p` U (, COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: I U U PROCTOR VALUE. 2" x 4" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI ��200 PSI 2" x 12" - Fb q�5 PSI 0 I 8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 2" x 6"/8" - Fb 1, _ I 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 �m "x6" 410/10 WWM on 6 mil Visqueen over I H g ATTENTION OF THE ARCHITECT. PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. U,M 1 clean compacted termite treated fell 1 O " I o 9- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 21• CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH FOUNDATION PLAN). PROVIDE 11/2" RECESS FOR OVERHEAD DOOR TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD WASHER DRYER 1 � 10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS Termite Protection for New I FI I O FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... Construction as per F .B .C . R318 .1 o 45 bar Vert. w/ CONTRACTOR TO REFERENCE F.B.C-R _ � 1 30" overlap Fill cell with concrete and FOR FURTHER REQUIREMENTS OL at each filled c (I) 45 bar vert. (typical). Max. spss acing shall not exceed 48" unle otherwise noted _ LL Wood see foundation plan notes for Thicken edge to 8"x8" 'O` Base spacing at openings with concrete and 4" concrete slab with fibermesh OR -� I U 4" concrete slab with fibermesh OR one #5 bar continuous 6 xcleanOcom acted termWWM on itemtr til reated fill en over 6 x6 410/10 WWM on 6 mil Visqueen over p O clean compacted termite treated fill GRADE I FI O O Grade cn - 7r � . a.� �- - _ O Il —� � 11 , 14"w x 18"d Concrete footing _ � O I i DW i o � 0 1 —� i l with (2) 45 bars coat. and 45 POH SLAB EDGE DETAIL 0O I F_ U transverse bars at 48 o.c. RC D - 1 3" 3" SCALE 1/2" = I'-O" 1 � F- 1.4 �11145 bar Vert. w/ I 1 O —1 TYPICAL FOOTING DETAIL 30" overlap I 4" concrete slab with fibermesh OR FI 1 L 1 at each filled cell 6 x6 410/10 WWM on 6 mil Visqueen overLH SCALE 1/2" = 1'-0" 1 clean compacted termite treated fill 1 4 concrete slab with fibermesh OR 1*5 bar cont. in curb Fill cell with grout and I 1 (U 45 bar Vert. (typical). MNON°-VENT 6"x6" #10/10 WWM on 10 mil Visqueen over Max. spacing shall not exceed � I REF. I clean compacted termite treated fill 48" unless otherwise noted H g OPENING, Curb height 4L 2 38" CLEAR #5 bar cont. Verify based on WOOd see foundation plan notes for 1 O O a1 I 0 N foundation plan Base spacing at openings r � I W W O O Step per 4" concrete slab with fibermesh OR — — — — — — — — — " u foundation planT L 6"x6" 410/10 WWM on 6 mil Visqueen over W H. = 16.25 Step 1 Z Z N O •- CE t treated can comp termite rea e i -o 0 '� Steel Ballard ' clean acted t # 4' S e Ilar "1 F_ Z w � pmp u � cy Grade ���____� I See detail on this sheet $ ep 1 i N 0 - - �- + V V . _ O I I w � 1 00 00 < 3" (2) #5 bars cont, bottom steel = 1— O � 1 ' < QO o0 < 3" to I � Q � I � I z N N � # 12" -� _ 14"w x 18"d Concrete footing - I O " with (2) 45 bars cont, and 45 w I I I O r r 6- F 2 DETAIL AT GARAGE STEPDOWN - transverse bars at 48" o.c. E I A- I I I O SCALE 1/2 - I O m 12" x 12" concrete column 1 F5 N I I FI Q. I ° Meter and panel (� ~ w X —1 block filled with concrete 1 _ _ Q- _ _ _ _ F6 n either side of � LL O Contractor to provide ° and (2) #1 bars Vert. tied GARAGE CURB DETAIL m roper foundation chairs � — — — — — — — � — — — J ouse field verify N ~L N into lintels above p p U I%2" Min, SCALE I/2" = I'—O" for proper steel installation 1 1 O O O 00 _ — service location m r Top of footer t o,:` I 1 0 O O N I o I tep 16" below finished floor ::. .._.. ........: .:....: .......:.:: :::.. .:.�:.:.:_ .. � 5 12" ° _ _ o l I 5.5" Sep - w 1 - of I I ° I F5 w 1 0 . 71 i flH 30" min. -� I Fs I I F5 1 = 30"x30"xl6" concrete 0 13'-0" O o = column footing with (�4) " —IIII IIII 95 bars each way I I 3' 2" x 6" PT wood secured with Corner Steel L. a p I I I 30" 1/2"dia. x 6" expansion anchors F� a 1 F� with 2" sq. washer at 18" o.c. overhead door track secured to wood n t S O L — — — — — — — — — — J O _ _ O L — — — — — — — — — — — J O 3 COLUMN FOOTING DETAIL iamb per manufacturers product approval — SHEET 1�O SCALE I/2" = I'-O" Garage Door Jamb D�ta11 00 O 1.5" Recess for O 00 00 O 1.5" Recess for O 00 9 Garage Door Garage Door Ln GARAGE DOOR TO WITHSTAND PRESSURES STATED ' 3 , IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT T 5 5" Step 5" Step APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. OP S. Filled Cell Masonry Column With One JOB NUMBER: 45 From Footing To Beam Each. Filled Cell Masonry Column With One 2 I O 1 B Grout fill To Be 3000 PSI 45 From Footing To Tie Beam 2'-s" �'-o" 2'-s" 6'-4" -s �'-o" 2'-8" 3 FOOTING SCHEDULE See Floor Plan For Location Grout fill To Be 3000 PSI Mark size Description See Floor Plan For Location O��DO00000000 p I I //�� T O�,0.00, �o FI 14"W x 18 1) MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS :..Q... _ -:.: 2 H U A R I °°° °°°°' F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUSR•8 ?� F 30" x 30" x 16"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY oa ® ®�� °° o Digitally signed by o, ° Daniel R• : ?�°�o AR 9770 F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS 5 I n g l e Filled Cell Column Dan 1el R. Braden oo °° c�000 14 W x 18 D Doubly Filled Cell ColumnNTs Date: 2021 .11 .05 0��0°°°°°° 000 �o 00 FS MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB e 0'-0" NTS Braden 18:08:12 -04'00' With Curb at Garage Q ��0000�0 1*5 Cont. beam steel to run Strap truss to wall using Simpson MGT with Simpson HETA 20 Provide #5 bars with 12" min. lap through lintel and tie to O O S T Trusses at 24" o.c. 5/8" dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam and 48 bar dia. into g see shop drawings into beam either wet set or in epoxy with down rods in iamb cells. y 2,4" o.c,) supporting 1IdX, vert. filled cell. A b others (22) IOd nails into truss. Add blocking to h truss leg per detail on this s eet 1810 lbs. uplift ° p. 0 I. Minimum Nail Size = 8d angular ring shank (min. 2.5" long) R-3 Batts N z -- ----------- 2. Minimum Screw Size = #8 x 2.5" - 3. Minimum Sheathing Thickness 19/32" CDX PI wood i 4. Use nails or screws based on pressure for roo stated L90B IOOB60 in ppermit info box on these plans for appropraite roof R-19 Batts Provide Cast-Crete i i Yones. R-19 batts 8UI6-IBAT precast l 3E 4 FT 2E 3Q O BI lintel set in mortar Min. 8" Bearing W TYPICAL ,r,,l (L BI 1; GABLE I Fill lintel solid with ; grout. Provide PT Buck 1 Grout Felled Cell 2N HIP Frame ceiling transition O I 1: .... attached per iamb as needed using metal studsH. N etails into filled cell 3® 4 FT 2R R 2E field verify exact configuration L90B j 2R 4 FT and sizes Drywall ceiling LL Pre-cast '• Sill �` I j,��' � see typical section 4 FT Ceiling transition Insulation D &tall o..- N .. .. . ... ... .. . ... . 3E 4 FT nts 0 4 FT Provide #5 bars with 12" min. lap 2E 1 into footing and 48 bar dia. into vert. filled cell. Ke Area Edge Field Fastener Pressure uJ I BI Zone I 8d x 2.5" ring shank 45 psf = BI/Z L �' • 1 1 11Z I Zone 2E, 2R, 2N 4" �" Sd x 2.5" ring shank �6 psf 0 N Zone 3E/3R 1 4" 4" 8d x 2.5" ring shank 84 psf 1 /Z 2 N p ANY ZONE I 6" 1 6" 3*8 x 2.5" Screw 1 263 psf ^Concrete Footing H. N See foundation plan for Qj for exact sizes W p[ � X I L DET �4IL AT JUIND0JJ OFENING� IN � L� BI IIIIII — � C B S w � L L Scale: 1/2" = I'-O" SIN LE PL REAR IRDER TRUSS ON �' �� l Ln Q U G Y G Qu o— �{ OP Q) uQ = Q Nail 2" x �{" block ing to vert. leg of W p ui 19' BI U truss with IOd x 1.5" nails at 4" o.c. = u o U 18'r6" �r Install Simpson MGT into wall using �' N 5/8" dia. threaded rod set min. 12" L- _ N into wet beam and (22) IOd nails into truss cE W L X Verify with Plan L N +' L � Concrete 12"x 12" s � O� � Lintel Column Block BI L22 N v }, a ,4ULTlED RE �� N OWL LL #� TRUSS BLOCKING DETAIL < � � � N Rebar W < o c U QL Reber 48 Bar Did. . AT GIRDER STRAFFING� o O O Min. Overlap �4T CE >�ITER BE �4RI >�lG POI >�lT ��� L�f5 I � � EC � — E � U N C olumn t0 L Intl /4 ttac � m � nt l8'-61' BI s � O NTs l U O 12 O SE /4 M SCHEDULE < SLOPE S m � 11J Z o U Mark Size and Description W BI L31 LU � Two rows of beam block filled with concrete and I #5 bar � l � LH BI continuous in each row. Hook vert. bar over top bar with W #5 90' bend bar with a 10" min. lap at top bar. nn// 2" I Met roof g and u der ment intstalled per Product Approval 11� W H as shown on sheet I e CDX decking - see roof sheeting tach nt diagram n ro f Ian. Additional Precast Lintel #5 bars -« Lintel Bar Clear "A" "B" Aluminum Drip \ Edge t Fascia Brace Gable end (y LEAR n g t e n g t pan a r S a r S 1/8" thick light textured stucco installed per with 2" x 4" SYP #2 f1 c ASTM C 926 over ASTM D t e 2 a er backed 8ft back nailed to bottom ]�1— U O yP P P QL W 2'-IO" 2'-8" I'-6" 2,#3 none wire lath nailed to substrate through one layer of of top chords using (2) IOd = O ASTM D Tye 2 felt paper using 8d nails. Substrate nails at each truss P Flash and Counter N Z ui 3'-6" 3'-4" 2'-2" 2,#3 none to be 19/32' CDX Plywood nailed at 6" o.c. in field flash Z W 00 c(1 +-' and edges with IOd ring shark rails into studs. Z U 8F8-OB/IT 8F8-IB/IT 8F8-IB/2T > Ln Q g ail led er ru BI L31 _J CV N Additional 4'-0" 3'-10" 2'-8" 2,U3 none g O < U #5 bars able end truss - - 00 00 CLEAR .4�. 4'-6" 4'-4" 3'-2" 2, 3 none with (2) l0d n ils N U One Row of "H" at each web 1 22 x 54 r r Block Above 5'-4" 5'-2" 4'-O" 2, 3 none Metal roofing and underlagment intstalled per Product Approval BI 1 Attic Access 1 1 O �{ I E ## as shown on sheet I over COX decking - see roof sheeting with light Z Q) attachment diagram on roof plan. J1J O �4 2,#4 none J U r r Precast Lintel N � ,••.( i i2, 4 none Sim son HETA 20 or e ual l2 Additional p q n` U XX 0 r r #5 bars hurricane anchor at each truss 'V *------ IL----- PRE-ENGINEE�€D WOOD TRUSSES I I I I m �'-01, 6'-2" 2,US none with (10) IOd x 1 1/2" nails 4 „ ( 24" o.c.) supporting Max. 24 o.c. TYPICAL I /I 1\ I �y -Q 8FI6-115AT 8FI6-IB/2T 1810lbs. u lift ( shop drawings by manufacturer ) I / I BI I I (� _ W X LL NOTES: 2, 5 none P Q LL I I L31 I � I � (n 1L _ I. min. coverage of steel=l.5" Truss mfg to provide level 12 I I I I U N 2. min. bearing required 9 ea. end=8" ALL reinforcing steel is grade 60. +-' 3. standard for reinf. steel=ASTM ALlS return to be 1" short of Wall I I I I W �[ T PI ,4L LINTEL SE TION Aluminum DripXXXXXXXXXxxx V9 y)(V99yV199yy �gLD SLOPE I I I 8 \ MAX I X Y C C Ede ff Fascia `l PRECAST CONCRETE ) g � R-30 blown fiberglass 2" x 4" Sub-Fascia 5/8" thick stucco on 3/8" hi-rib lath in bottom chord of trusses I I I I 12 attached to horizontal and vertical wood ODD SPACE framing with nails or staples to provide 1/2V " drywall with smooth finish I I I I Kaycan full o vent vinyl soffit installed no less than I-3/4" penetration into per product approval form on sheet I. horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete C I I into vertical wood framing members and (l) #5 bar Cont. In each row. Substitute L I N T E L SCHEDULE precast lintel filled with concrete and (I) #5 L22 BI $1 BI L22 I" x 4" railer attached to bar Cont. for bottom row over openings 73 level return with (2) 8d Window Rows of Max. Max. Max. ring shark nails with min. l.5" 1/2" dr wall over I" x furringg or Door "H" Block Gravitg Uplift Lateral penetration into soffit framing 5/8" thick light textured stri s at l6" o.c. with R4.1 fi-foil N 0 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 - T,4 O (� 12" x 12" concrete column block construction yp r LJ-1 L22 2'-2" a'-6" 8FI6-IB/IT ONE I u5 1 #5 Lila 354� 2854 block filled with concrete = All drywall to be installed per FBC R-102.3.1 BI B1 BI and (2) #7 bars vert. tied Varies - see plan and shall meet all pertalnlng ASTM codes. BI BI L31 2'-6" 4'-0" 8FI6-IBAT ONE 1 #5 1 #5 2931 3019 2128 into lintels above Mortar to be Type "M" only proportioned er FBC R601.1 2'-8" #5 bar Vert. w/ L90 L60 a and Mortar joints shall coin ly with FBC Rp 01.2.1. rj T O thicken ed a to 8 x8 30" overlap _ _ L90B Provide Dur O Rock at a I wet areas (ex, showers tubs etc...) . . . .... .. . L45 4'-5" 5'-10" 8FI6-IB/IT ONE 1 #5 1 #5 4360 2093 946 with concrete and at each filled cell = LBO 5'-O" 6'-6" 8FI6-IB/IT ONE I u5 I u5 348o 1880 1204 one #5 bar continuous Fill cell with Grout and o BEYOND L60 6'-8" 1'-6" 8FI6-IB/IT ONE I #5 1 #5 2661 1634 891 Rear Patio/Slab to (I) #5 bar vert. (typical). HET,4 20 ET,4 20 be flush with bottom of Max. spacing shall not exceed LBO 8'-0" 9'-4" 8FI6-IBAT ONE 1 #5 1 #5 1843 1133 -139 48" unless otherwise noted Provide for utter 0 . sliding door recess. Wood p SI pson HET,A 20 L90 9'-O" 10'-6" 8FI6-IB/IT ONE I #5 I #5 1533 914 5l9 spe f gundatiopn lags notes for ��p * 1 Top of footer Base s acin at o enin s P vie w u � Provide downspout L90B 9'-0" 10'-6" 8FI6-115AT ONE I #5 I #5 I5a3 914 5-19 1C below finished floor anchor at each truss JOB NUMBER: L100 10'-0" 11'-4" 8FI6-IBAT ONE 1 #5 1 #5 1366 -198 604 Step per foundation plan 4" concrete slab with fibermesh OR O.C. SUp Ortin aX. 6"x6" #10/10 WWM on 6 mil Visqueen over - OVERH,4NGS AT I' -O" UNLESS OTHERUJISE NOTED ON T$�I� IRo LIOOB 10'-O" 11'-4" 8FI6-IBAT ONE I #5 I #5 1366 �98 604 Slope per foundation plan °p clean compacted termite treated fill - ROOF PITCH ,4 T 4:12 UNLESS O T H E F W I S E NOTED O N THIS S H E E T 2 1 — 3 01 B L120 12'-0" 13'-4" 8FI6-IB/IT ONE 1 #5 1 #5 Iol5 606 433 L120B 12'-0" 13'-4" 8FI6-IB/IT ONE I u5 I u5 Iol5 606 433 _ - TRUSS S�­IOF DRAWINGS TO BE FROVIDED BY �IANUFACTURER ��QO.O.DO000 L140 14'-O" 15'-4" 8FI6-IB/IT oNE I #5 I #5 1250 485 341 _ �4NY CH,4NC�ES TO THIS PL,4N SH,4LL BE SUB1`1ITTED TO THE 0 L160 16'-0" ll'-4" 8F8-IB/IT ONE 1 #5 1 #5 950 404 25� . : _ - ARCHITECT FOR ,4PPROVAL IN UJfi�ITINC Pfi�IOR TO ST�4RTINC CONSTRUTI}6�U.,L� RTE LE LI60B I6'-0" Il'-4" 8FI6-IBAT ONE I #5 I #5 950 404 25� III- L L T IZ U S S T O T P U S S CONNECTIONS B Y Digitally S I ned �` ° �o�L fn ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS ° ° ° TRUSS M,4NUF,4CTUI�E1� g o° oa ®� ® ® oo e - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE _ a III - �1 — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR Daniel R. by Daniel R. � � o° REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING 14 TO CONSTfi'UCTION FOR L,4YOUT ,4ND UPLIFT VERIFIC�4TION off `° AR 977® LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. 1 " Braden00 REQUIREMENTS F3 T p cal S G C t I or at F r On t � Or C � - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO oQ .�O - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. = PROVIDE FORM BOARD SURVEY TO TRUSS COMP,4NY PRIOR TO Braden Date: 2021 .11 .05 �C�ooO� Scaly I/2 I O TRUSS CONSTRUCTION 18:08:02 -04'00' f=ANEL "A" Opt. FATIO/SLAB Opt, FATIO/SLAB Poles BR Load Wire Description circ# circa 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 I.S kw 412 Kitchen S.A.C. 5 6 Dr er 410 5.0 kw 30 2 I 20 1.5 kw #12 Kitchen S.A.C. 1 8 1 ElI 20 412 Bathroom Recepts 9 10 Air Cond sor #10 5.0 kw 30 2 1 20 1.2 kw #12 Dishwasher 11 12 � - - - - -124 CFM 1 1 20 1.2 kw #12 Microwave 13 14 Air Handler 410 6.0 kw 30 2 1OXIOx6 I IS #14 General Lighting 15 14 I M /4 5 T F_ R 19 I IS #14 General Lighting 18 WH #10 5.0 kw 25 2 I I / 0 C \ D O 0 I 15 414 General Lighting 19 20 � O � � f� I 15 414 General Lighting 21 22 GDO 412 0.81 KW 20 1 y I> WP GFCI I IS #14 General Lighting 23 24 Spare I I Spare 25 26 Spare Spare 21 28 Spare I I I Spare 29 30 Spare I M ,4 5 T E R I � � DROOM I / PANEL "A" LOAD CALCULATION SHEET I V Load Description Qt . Watts Total(Watts) I I I I / General Lighting (3 watts sq. ft.) I135 3 5.205 I 12xl2x10 Small Appliance Circuit(s) 2 1,600 3,000 I B/A I I ' N r / 1� 124 CFM I o I Range I 12,000 12,000 I i Refrigerator 1 1,200 1,200 14� CFM 14� CFM L-J IOXIOx(. - - J S Microwave 1 1,500 1,500 IOxlOxl I IOxlOxl �� I SO Q) Dish Washer I 1,200 1,200 � Clothes Washer 1 1,200 1,200 I 1 m ,'� FCI Clothes Dryer 1 5,000 5,000 - - - - - 1�1I� I I - - - - - I N xdx10 Water Heater 1 4,500 4,500 I B/A Ci 16° Garage Door Opener I 810 810 i - Q I 8x4x4 Total Watts 35,615 I 9 CFM = Q U Q I E First 10000 Watts 5100% I 10,000 10,000 G R E � T I R O O ,any Q Remainder 25,615 s'40% 1 O 10,246 I BX I LOSE I LO5F_ T N Electric Heat or A/C 10,000 865% 1 10,000 10,000 - - - FCI Calculated Load Watts 30,246 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 i - ®o Sx4X4 Vent thru I o \ Panel Size Required = I50 Amps wasHER DRYER 50 CFMu� \ WASHER DRYEf2 / Electrical Sgmbol Legend I LAUNDRY DI I � I LAUNDRY VP I4� CFM Sx4x4 I � I � Cj Single Pole Switch ® Recessed Can Light IOXIOx- I 12 O 0 I \ / (V Double Pole Switch ® Egeball Recessed I ° I ° O LL_ P Push Button Switch Exhaust Fan / I F ® / � W Duplex Outlet Ceiling Mounted Light D I �l I �l � I S 16 CFM Special Receptacle Wall Mounted Light O O M I I �- 8x4x4 CM `! O �c Waterproof ground fault circuit 1 interrupter Light with Pull Chain (attic) I `�T i � (� ® Floor Duplex Outlet © Computer Connection Jack / U! cn Carbon Monoxide Detector Flood Li ht I 1�t12 B/A cj3 TQ Thermostat m Electrical Panel PANTRY NT Y PANTRY I © Central Vac g Electrical Meter 1 1 -I g;X CAB - - S \ 5 C OLH S Smoke Detector 1 DW ° mi Ceiling fan 1 Television Jack III CFM 1 1GFc1 I © Telephone Jack I I 12x6x� N I -I= I I \ � \ - III n/ ❑1 P AC Disc A/C Disconnect I 124 CFM I I 5 C O �l DM WP GFc1 GF 1 I 4§ I I I C.M. Detector ® I x 4 Florescent Light ® 2 x 4 Florescent Light I lOxlOx6 I C I�„ I j D O O q i I T CI1"I E o 1 pe BC I \\ ' ' I SPKR Speaker Hook-Up 11/� I R314.3 L�l 3 TON I I Install owlet � ® I 3 MICROWAVE I under disc. FB = JUNCTION BOX TO SUPPORT A FAN SEE MANUAL I NON-VENT 20x2o not shown for o GF 1 MICRO-1 AVE �5 REF. --- �Nt3N-VENT - REF. "J" and Energy O 38" CLEAR T fRi A I I clarity U 38" CLEAR \ \ O OPENING ei in - - - T = THERMOSTAT LOCATION Calculation O L - - - - � - - � __ g� � L OPENIN \ for Unit info 1 m B/A = BALANCE[) AIR m mmmm \ n _- ,I I2XI2x8 GFCI % o GFCI - - y "'� (Y LL] O 116„ _J B/A W.H. GFCI � LU � U O 14/C I W.H. Z Z ui 4"e Steel Ballard I ,4/C S T I R D Z W 00 `c) FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW �� T �-I I R D 4"O Steel Ballard o See detail on this sheet I $$� / CM !� Op See detail on this sheet > U _ DROOM - - - BDfi� 00M 060� I A/C disc. A/C disc. m - - - - - I W *r/ r W�� �� l r- 92/0 AL SER Cable 22" x 54" I > / 100 CFM m - - - - - �/ L1- > rr (3) 91 THHN Copper With #1 Grnd I Attic Access I I = I IOx6x6 I Ati is Access, - sj 0 I \ 1 00 00 c # 2" PVC Schedule with light ISO 2" PVC Schedule L - - - - - Q ® L -with ww J m /�Q Z N 40 conduit - - I f - - - Q I 0 AMP 40 conduit sleeve A� Za�R MCB into attic MCB gx4x4 / I \ \ U r r PANEL AHU PANEL AHU 48 CF ® n` U O r r 200a rated 200a rated I S4 ' / I \\ -Q ~ U meter canLL meter can 't` � '�` I - LQ x O O OPTION LOCATION / > 1PMETER METER �/ 1 LQ ~LL Inters stem bondingInters stem bonding \ \ (� _ +-' Termination point Termination point GFCI WP GFCI J-�-1 N (a / r 2" PVC ( FPL�� 2" PVC ( FPL)� / GFCI150 AM `fi schedule 80 schedule 80 / +--) B Panel P GFCI / / totcohrn r\ I GFCI 15Panel 0 AMP � 2" rigid service FPL 2" rigid service FPL --------- ----------------- -------- �-------- -------1 f T--�- --------I GEC Bare #6 co per wire GEC Bare 44 co per wire I I I � O L F C ,4 I\ T I I I �i I to (2) 8'-�' Galvanzied to (2) 8'-&' Galvanzied I I I I I Garage I Garage ground rods ground rods I I I I I Door I I Door I W W W I I I I I Opener I I Opener I73 ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER C O L F C ,4 F T ' Q - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS I I I I Wire For - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. I I I I Front Post I I I I 0 � R � 0 I L manufacturers recommendations Which manufacturers recommendations which I I I I I I I I I GFCI shall be verified prior to construction shall be verified prior to construction I I I I Light I I to garage lights GFCI I I - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment I I I I I I I I SHEET u T *I O: - - - - - - -I- - � I I�l ELECTRIC NOTES: /� Y / 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 ED U C T L 1"C O u T \ / / E 1 2. Provide and wire all required smoke it 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. OF S. ear from closing sale of house. L EC T C 3. Contractor to verify location of electrical y g C O Post Light with service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans gH4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. Photo cell JOB NUMBER: 5. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. Center Post Light4 22. All racewa s and pipes laced in or through an concrete between driveways 6. Recessed cans to be installed per NFPA requirements. 16. It is not the intent of these plans to show every minor detail y P P P g y 1. Tamper resistant AFC1 receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the 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 ��OQO.O.DO000 9. A/C Refrigerant lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT II II O�0 � D[� [�QD Qom sleeved In VC 11. All work shall be done in accordance with the N.E.C. and conduit. H 2 U A R T E 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 11. All work shall be performed b a licensed electrical y P �'� p y meet all standard requirements of the local electric utility FBC RM1502Attic: Venting / Q° p �R.8 contractor, the completed system shall be fully operative. and tale hone com an A t t I C Y e n t l n Calculations � o �� � O 12. Contractor shall a for all P company. DI Itall signed b �° ° ® '� .o b pay tees, permits, testing, and B C 2 3 0 Daniel R g y g y o° ° o Inspections Including blower testing where required. 18, The electrical system shall be completely and effectively Total Attie S ace = 2701 S f t. � Daniel R. Braden � °°° AR9770 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.e. p _ q �� S�° interference with the progress of construction. V &n t I n Ratio 1 / ISO - 18 .00 S f t. r C u l r C d o �p°°° ��?Q 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' gDate: 2021 .1 1 .05 00 �j °° �� against the public liability and property damage for the labels where applicable. P r O V I CI e A Continuous V e n t C d Soffit Braden 1 8:07:52 -04i001 duration of the work. ���000D�D