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Home My WebLink About6109 16th StNotes PLAN -OF -REPAIR FOR ADDITION JON S' RESIDENCE 6109 16TH STREET Z PIHYRHI S, F 33542 SHEET LIST ID SHEET NAME REV. SO General Structural Notes S 1 Existing VS Proposed Floor Plans S2 Roof Framing Plan S3 Demo &Foundation Plan S4 Framing Plan &Section Detailing SS Electrical Layout Plan &Elevation Drawing PROJECT DESCRIPTION: This project is to repair and or replace an existing unpermitted addition on the rear of the home. The current unpermitted addition is not structurally performing and is not currently safe. The existing home is CMU block framed, but the addition is wood framed. The licensed contractor will need to verify structural components of the existing structure and replace if not up to current code or as detailed in this plan -of -repair. PROJECT LOCATION REV IFW DATE iJAN Z 3 2024 1. '7F 7_EPHYRHII _' Pb AMINER - PRIOR TO THE COMMENCEMENT OF ANY WORKS, THE BUILDER IS TO CHECK AND/ORDETERMINE ALL CONSTRUCTION DETAILS, INCLUDING CHECKING EXISTING SITE LEVELSAND DIMENSIONS. THE DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHERPROJECT DRAWINGS, CONSTRUCTION NOTES AND/OR PROJECT SPECIFICATION. ALLDISCREPANCIES SHOULD BE REPORTED IMMEDIATELY. H. % \��Q� ••��C E NSF•.089�; * No. 91898 * ' Digitally signed by ESCOBAR.GRANT.Tl'4 ESCOBAR.GRANT.TIM TE OF ;'Q; OTHY OTHY • 4, HERBERT.1263317315 , .�` 0 HERBERT.1263317315 Date:2023.09.28 �''�, S/pNA1-E 07:47:36-04'00' / ''1111111110 No. I Date I Revisions Client JUSTIN JONES LEVEL Job # 17985 Job Title PLAN -OF -REPAIR FOR ADDITION 610916th ST. ZEPHRYHILLS, FL 33542 Drawing Title Scale Date 09/26/2023 1 Drawn by GTE Drawing No. Revision COVER - GENERAL STRUCTURAL NOTES All work shall conform to the 2020 7th edition of the FBC & the FBC Existing Building DESIGN LOADS: • Roof Live Load 20 psf • Roof Dead Load 20 psf • Floor Live Load 40 psf • Floor Dead Load 15 psf • Ultimate Wind speed (Vuit) 150 mph, Exposure C, Risk Category II • Nominal Wind speed (Vasd) 116 mph ADDITIONS AND REMODELS OF EXISTING CONSTRUCTION • Verify in field (VIF.) all existing (EXIST) constriction and dimensions noted on plans prior to construction and notify Level Engineering and Architect of any discrepancies in writing. • The Engineer's seal applies only to the structural components of this document. The seal does not include construction means, methods, techniques, or safety precautions, which shall remain the responsibility of the contractor. • All shoring of existing constriction is the responsibility of the contractor. Any shoring shown on the plans is conceptual only. • Observations of foundation reinforcing or framing required by the Owner, lender, insurer, building department or any other parry will be accomplished by the engineer at the Owner's expense. At least 48 hours advance notice is requested. WOOD FRAMING: • All framing and details not specifically specified shall comply with the prescriptive (non -engineered) requirements of the FBC & IRC. • Sawn Lumber and Timbers: All wood load bearing components to be #1 SYP or equal; Non load bearing components may be SPF (utility grade or better) All exterior lumber shall be #1 SYP or equal. All lumber in contact with ground, masonry or concrete shall be SP pressure treated or natural durable wood. • Plywood and OSB Sheathing: All plywood and oriented strand board (OSB) sheathing shall be engineered grades with APA grade stamp indicating appropriate maximum spacing of supports. Exterior Wall sheathing: 15/32" CDX plywood or 7/16" OSB, APA 24/16, all edges blocked and nailed. Roof sheathing 19/32" minimuun thickness supported over 24" maximum span. Minimum nailing shall comply with IBC Table 2304.9.1 or IRC Table R602.3(1) except where more or larger nailing shown on drawings. Alternate attachments size and spacing shall comply with IRC Table R602.3(2) • Wall, Floor, and Roof Framing: All wood framing shall comply with the latest NDS edition for wood construction. All wall studs shall be continuous from floor to floor or from floor to roof. Interior load bearing walls, U.N.O., shall be 2x4 SPF or SP #2 or equal at 16" O.C. max. Exterior walls, U.N.O shall be 2x4 minimum SPF or SP 42 or equal at 16" O.C. for walls 9'-5" or less Install blocking at all wall studs over 8'-0" at mid -height. * All beams and headers shall be braced against rotation at points of bearing and shall be a minimum of (2) ply U.N.O. At built-up stud columns, nail all laminations with 16d ) 12" full height, staggered. • All columns must have a continuous load path to foundation. WOOD FRAMING: HARDWARE, CONNECTORS, AND FASTENERS: • All screws, nails and bolts shall comply with American Institute of Timber construction requirements and shall match material and coating of hangers and other connectors. DO NOT mix stainless steel with galvanized products. All nails exposed to the exterior shall be galvanized. • FASTENERS: Nails in roof, wall, and floor sheathing, as well as nails designated as "8d" nails on plan, shall be 8d ring shank gun nails (0.113" diameter x 2 1/2" long) unless noted otherwise. Nail all sheathing with 8d a, 6"/12" minimum unless noted otherwise. Framing nails in 2x lumber shall be 12d common nails (0.131" diameter x 3 1/4" long) unless noted otherwise. These nails are commonly referred to as "short sixteens" or "I6d gun nails". Nails called out as "16d" on plan shall be 12d common nails except as noted below or on plan: • SDS SCREWS -1/4" screws with length indicated, per SIMPSON STRONG TIE. NO SUBSTITUIONS. SOIL: • Design assumes minimum allowable soil pressure of 2000 PSF U.N.O. • Soil must be compacted to 95% standard proctor utilizing vibratory compactor; Contractor to field verify • Bating systems and Pesticides applied to wood or Termite -treat exposed soil prior to construction IAW IRC R318 are acceptable forms of termite protection FOUNDATION: • Foundation is designed based on presumptive safe minimum allowable soil bearing pressure of 2000 PSF; the contractor shall verify the minimum bearing capacity prior to footing placement. • Grading, soil, and foundation construction shall comply with the requirements of the geotechnical report and the Florida building code. ANCHORAGE: • Sills or plates resting on concrete or masonry shall be pressure treated lumber. Cast -in -place bolts shall be 1/2" diameter, embedded 7''. Use 10" long anchor bolts at 2x plates U.N.O. Anchor bolts shall be frill body and have cut threads or nominal diameter rolled threads. 3"x3"x0.229" plate washers shall be used. • Expansion anchors in concrete shall meet the requirements of ACI 355.2. Pre -approved expansion anchors shall be: Simpson Strong -bolt 2. • Adhesive anchors in concrete shall meet the requirements of ACI 355.4. Pre -approved screw anchors shall be Simpson Set-XP or Simpson AT-XP. • Screw anchors in concrete shall meet the requirements or ACI 355.2. Pre -approved screw anchors shall be Simpson Titen HD and can only be installed in dry, interior, or non -corrosive environments. Not intended for exterior exposed applications. • Bolt holes shall be 1/16" maximum larger than the bolt size. Use standard cut washers under bolt heads or nuts against wood. • Connection hardware shall be Simpson Strong -Tie. CONCRETE: • Operation, installation, and procedures to comply with ACI 318 and ACI 332 Standards. • Minimum Compressive Strength (fc)of 2500 PSI at 28 days U.N.O. • Steel reinforcement shall comply with the requirements of ASTM A615, A706, or A996 and have a minimum yield strength (fy-) of 40,000 PSI (Grade 40) • Concrete shall be mixed and delivered IAW requirements of standard specs for Ready -mix concrete (ASTM C94) or concrete made by volumetric batching and continuous mixing (ASTM C685) • Polyethylene Vapor Retarder shall be 6-mil thick and shall be applied over the porous layer (base course or subgrade) and/or the concrete floor slab (below the slab and footers); all joints to be lapped minimum 6" and sealed. • Slabs are designed as unreinforced plain concrete slabs on ground. • One of the following methods of crack control shall be used: • Contraction Joints shall be cut or tooled in the slab a minimum of 1" and to be made within 24 hours of concrete placement. Contraction joints in a 4" slab shall be placed no more than 10' apart in both directions. • 6x6 W l AxW I A Welded Wire Reinforcement Fabric (WWF) shall conform to ASTM A1064 / A1064M • Micro- or Macro- Synthetic Fiber Reinforcement shall be 1/2" to 21/4" in length; Dosage amounts shall be from 0.75 to 3.0 pounds in accordance with the manufacturer's recommendations. Synthetic fibers shall comply with ASTM C1116 • Minimum concrete cover over reinforcement shall be 3" for concrete placed against earth, 1'/2" for structural slabs on ground, and 2" for formed concrete with earth backfill. • Keep reinforcement clean and free of dirt and oil; check for corrosion prior to placement and replace if necessary. Notes PRIOR TO THE COMMENCEMENT OF ANY WORKS, THE BUILDER IS TO CHECK AND/ORDETERMINE ALL CONSTRUCTION DETAILS, INCLUDING CHECKING EXISTING SITE LEVELSAND DIMENSIONS. THE DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHERPROJECT DRAWINGS, CONSTRUCTION NOTES AND/OR PROJECT SPECIFICATION. ALLDISCREPANCIES SHOULD BE REPORTED IMMEDIATELY. 001111111111 H. ESCOBAR.GRANT.T Digitally signed li* : No. 91898 ; IMOTHY ESCOBAR.GRANTTINEOT HERBERT.1263317 HY HERBERT.12s�3 TE OF •: Date:2023.09.28 P Z 315 •• 07:48:03-04'00' SC 0 R I��G�\``,. 'UNA1- '/'IIIIIII W\\\ No. I Date I Revisions Client JUSTIN JONES LEVEL Job # 17985 Job Title PLAN -OF -REPAIR FOR ADDITION 610916th ST. ZEPHRYHILLS, FL 33542 Drawing Title Scale Date 09/26/2023 I Drawn by GTE Drawing No. Revision So - Notes r-- EX/ST/NC FL 00R PLAN PLAN NORTH 114" = 1' 0 • Current sing/e-family residence was built in 1980 and has 2-bedrooms and 2-bathrooms tofa/mg 1,144 SF • The original home is strucfuro//y comprised of o slab -on -grade foundation, CMU block exfer/or walls, and eny/neered trusses • At on unknown point /n lime, a wood framed add/lion was constructed on the rear of the home to later be discovered that /t was not perm/fled,- this odd/flan was not structurally perform/ng nor safe for the homeowner,- this add/lion is approx/mofely 240 SF • A fireplace was o/so built within fh/s addition of the home Cb 0 PROPOSED FL OOR PLAN PLAN NORTH 114 = 1'-0 • Proposed addition will not change existing foofprinf or SF,• fhe p/an-of-repair will address fhe existing unpermiffed oddiflon ensuring that it /s up to code and constructed according to fhese engineered drawings • Al/ dimensions will remo/n the some • Fireplace will be removed and demo'/ during the repo/r process • Xndow along fhe western wall to be centered during the repair process PRIOR TO THE COMMENCEMENT OF ANY WORKS, THE BUILDER IS TO CHECK AND/ORDETERMINE ALL CONSTRUCTION DETAILS, INCLUDING CHECKING EXISTING SITE LEVELSAND DIMENSIONS. THE DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHERPROJECT DRAWINGS, CONSTRUCTION NOTES AND/OR PROJECT SPECIFICATION. ALLDISCREPANCIES SHOULD BE REPORTED IMMEDIATELY. ESCOBAR.GRA Digitally signed by * : No. 91898 •'.•�* ESCOBAR.GRANT.TIfth NT.TIMOTHY OTHY - - HERBERT.1263 HERBERT.126331731 TE OF ' Date: 2023.09.28 ..4.0 R 10 P••G��,� 317315 07:48:24-04'00' S/NA\- /�///,Iltlllll,ll�l\\ No. I Date I Revisions O E R E`1g, Client JUSTIN JONES LEVEL Job # 17985 Job Title PLAN -OF -REPAIR FOR ADDITION 610916th ST. ZEPHRYHILLS, FL 33542 Drawing Title Scale Date 09/26/2023 I Drawn by GTE Drawing No. Revision S1 - i Notes ROOF FRAM/NC PLAN PLAN NORTH 1/4" = 1'-0 • The roof framing over the oiigina/ home is comprised of engineered trusses spaced at 24" O.C. with a J-12 roof slope (Contractor to veil'�Y) • A gable roof covers the main body of the original home and then hips over the garage forming another gob/e roof • The existing roof framing extends over the rear screened -in patio as well as over the front entrance walkway as shown • A repair of the roof framing over the wood framed odd/t/on recently occurred, but was never completed by the roofing compan); /t appears that they were uf///z/ng 2x6 rafters ® 24" O.C. for the framing over the odd/t/on only, but the roof /s not complete or finished • During the demo process, IF the contractor can salvage and reuse the 2x6 rofters current/y over the unperm/tted add/Mon, then roof over odd/t/on to be 2x6 rafters ® 24" O.C. with part/ol overfrom/ng on the or/gIna/ roof,- IF the ex/stmg rafters cannot be salvaged, then roof over odd/t/on to be engineered trusses ® 24' 0 C (SEE TRUSS SUPPLIER NOTE • Contractor to verify a// d/mens/ons pr/or to order/ng engineered trusses • Engineered Truss Framing for Hip Roof not intended to serve as a truss design. These are preliminary loynuts to be utilized by the truss system engineer and manufacturer • Truss spacing shall be at 24" O.C. MAX U.N.O • Align trusses so ol/ Gypsum wall board w/lI be continuous from floor to ce///ng. • Provide bracing and blocking per 905I--B.3 Summary Sheet (Bui/ding Code Sofety /nformolion) In addition addition to bracing and blocking shown on truss /oruts provided by the delegated truss system engineer. • All truss -to -truss connections, both gravity and uplift, are delegated to the truss system engineer and called for on the manufacturer's /ayouts ALL OkERFRAM/NG MEMBERS TO ALL MEMBERS BELOW,• FASTEN BOT. OF TRUSSES TO LO#El? FRAM/NO MEMBERS H/ $ "r6" TOE -SCREW OR 112.5,• SHEATH 0kERFRAM/NG PER TIP ROOF SHEATHINO AND NA/LING TRUSS DESIGN LOADS ARE AS FO'10#5• DEAD LOAD BOTTOM CHORD = 7 PSF DEAD LOAD TOP CHORD = 1.T PSF TOP CHORD ZME = 20 PSF DES/GN TRUSSES FOR MAX/MUM ZlkF LOAD DEFLECAON OF L/360. MAX/MUM DEFLECTION UNDER TOTAL LOAD (DEAD LOAD PLUS FULL LIME LOADS) SHALL BE THE LESSER OF Z 1240 OR .3 4" ALL TRUSS -TO -TRUSS CONNECTIONS SHALL BE DESIGNED BI TRUSS SUPPLIER. PRIOR TO THE COMMENCEMENT OF ANY WORKS, THE BUILDER IS TO CHECK AND/ORDETERMINE ALL CONSTRUCTION DETAILS, INCLUDING CHECKING EXISTING SITE LEVELSAND DIMENSIONS. THE DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHERPROJECT DRAWINGS, CONSTRUCTION NOTES AND/OR PROJECT SPECIFICATION. ALLDISCREPANCIES SHOULD BE REPORTED IMMEDIATELY. •.H. SC, No. * ; No. 91898 ; ESCOBAR.GRANT. Digitally signed by TIMOTHY ESCOBAR.GRANT.TI , TE OF HERBERT.126331 ] HY HERBERT.126331 Date:2023.09.28 '''�. Sj0NA1-��v�,,� 315 07:48:42-04'00' // No. I Date I Revisions I Client JUSTIN JONES LEVEL Job # 17985 Job Title =E C-5 Ar40 INSPECTIOPQ1,11 PLAN -OF -REPAIR FOR ADDITION 610916th ST. ZEPHRYHILLS, FL 33542 Drawing Title Scale Date 09/26/2023 I Drawn by GTE Drawing No. Revision S2 - II - I -I L I i -- -Li I I - — I I 'L -- - 11, 1 1 1..,1 Notes L DEMO PLAN PLAN NORTH 1/4' = 1'_0 • Demo exterior walls, ce/l/nq, roof, doors, and w/ndows of ex/sf/nq unperm/tted odd/t/on; ver/fy with homeowner to determ/ne if they Intend to reuse windows and doors prior to d/scordinq • Oo not remove ony load beanng portions of fh/s bu/ld/ng without proper/y shoring a// loads above • Do not remove any walls not spec/Red in this demo plan • /dent/fy then cap or remove a// of///f/es pr/or to demo//tlon • Exist/ng concrete slob and monolithic footer to be assessed after demo of oddit/on to determine /f foundotloo will need to be demo'/ (refer to foundation plan) • Any portion of orlgina/ walls or roof framing that moy be damaged during demolition or appear to hove any structural damage are to be reported to OOR for further invest/gal/on and inspecf/on EXIST CONC. SLAB —— -------I ENO CIIANCE) NEW 1YONOL/7111C FOOTINCS INSTALLED I I a AT SLAB ELEVATION OVER COMPACTED i FILL SOIL PER DETAIL (DA511E0) NEW 4" THICK CONCRETE SLAB 25/12 SLOPE ,- I 20" MIN. 6' I II � II INSTALL J4 DOWEL @ 36"' 0. C. W/ 6" MIN. EMBED. IN TO EXIST. FOUNVATION W/ EPDXY PER MFR S SPECS , EXIST. CONC. SLAB ENO CHANGE) I I I I I I I EXIST. MONOLITH FOOTER UNDER CMU BL Oa WALL ENO CIIANGEj FOUNDATION PLAN PLAN NORTH 1/4" = 1'- 0 • Contractor to verify the existing slob and footer dimensions and condition once the wofls and roof are removed,- if ex/st/nq slob and footers meet minimum requirements of new design per plan, then do not demo the foundofion underneath the ex/stlnq onoermitfed addition; /f existing foundofion /s found to be structurally inadequate or damaged, contractor to demo the ex/sfinq foundation and prep for new foundof/on as per plan; contractor to contact OOR for questions or clar/f/cotion • Contractor to verify ex/Wing conditlon of foundat/on of the orlq/nal structure,- notify Lellel Eng/neering and /aspect/on of ony damage • Term/le Treat exposed so/l pr/or to pour (/f foundot/on /s demo'o' and replaced ent/re/)' • See 6enero/ Notes for add/Ilona/ soil, concrete, and foundat/on defa/ls 2x4 STUD WALL PER PLAN THICKEN SLAB EDGE AS 5110M W/ 2 #5 REBAR CONT. 2x4 CONT. P. T. SILL PLATE W/ /110rg'° ABs 9 96' 0. C. ,-- 4' THl( CONCRETE SLAB M/L. VAPOR BARB/ER TYPICAL ® NEW YONOL17H FOOTING DETA__ Z1 2"1' 0 EXIST. 8" CMU EXT. WALL INSTALL 14 00#EL 0 T6- 0. C. W/ 6" #/N. EMBED INTO EXIST. F007FR SET W/EPDXY PER #FRS SPECS EXIST. CONCRETE FOOTER / AND SLAB (DASHED) 20" MIN. TERM/TE 7REAT#ENT 50/L lilF 12"#IN. TYPICAL ® EXIST. F01INVATION CONN. DETAIL s@ 12"-1'0 PRIOR TO THE COMMENCEMENT OF ANY WORKS, THE BUILDER IS TO CHECK ANWORDETERMINE ALL CONSTRUCTION DETAILS, INCLUDING CHECKING EXISTING SITE LEVELSAND DIMENSIONS. THE DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHERPROJECT DRAWINGS, CONSTRUCTION NOTES AND/OR PROJECT SPECIFICATION. ALLDISCREPANCIES SHOULD BE REPORTED IMMEDIATELY. 1,•.H. ESC'''% * No.91898 ESCOBAR.GRANT.T Digitally signed by IMOTHY ESCOBAR.GRANT.TI TE OF HERBERT.1263317 Y HERBERT.12633173 ORI�P•'�• Date: 2023.09.28 07:48:�......... 315-04'00' �''�,,S1.0NA`� No. I Date I Revisions ENGINEERING AND INSPECTION Client JUSTIN JONES LEVEL Job # 17985 Job Title PLAN -OF -REPAIR FOR ADDITION 610916th ST. ZEPHRYHILLS, FL 33542 Drawing Title Scale Date 09/26/2023 I Drawn by GTE Drawing No. Revision S3- Notes FRAM/NG PLAN PLAN NORTH 114" = 1 0 • Addition to remain wood framed, 2x4 framing ® 16" 0. C. as per plop; tie info existing CMU block walls • Contractor to verify condition of existing CMU block walls prior to construction and notify OOR for any signi>icant crocks, gaps, holes, or other damage to the exterior walls at the new addition connection VERIFY CMU REINF. IN GROUT SOL 0 AT ENDS AND CONI /ECT P. T 2X TO EXIST CMU MALL l// 2 "� X 6" T/TAN /0 SCREE C� 24 " 0. C. TIE—D000N PER SECTION DETA/L� TYP. 2X4 FRAMING § 16 " 0. C 2X4 P. T. CONT SILL PLA TE NEB MOM/T1/. REINF. FO0TER AN SLAB —ON —GRADE PER DETAIL CONT. 2W BRACING R-38 INSULA TION MTS 2X4 DOUBLE " STRUCTURAL ROOF SHTG. ON 1L VAGED RAFTERS OR ENOp" 'USSES 9 24" 0. C. PER PLAN ?1v6 CONT. SBFASCIA 011 3--16d @ EA. TRUSS CONT. 32 " STRUCTURAL SHTG. `Fd'� -2X4 FRAMING' PER PLAN TYPICAL 9 141009 ADDITION BRG. LYZ 12 " 01 DETAIL S4 3 4 -1 ' 0 SIMP50N STRONG- TIE MTS12 CONN 4-� DOUBLE TOP PLATE AS PER TYP. FRAMING' DETAIL %/2 '�--- SAL VAGED RAFTER OR ENCD -� TRUSS @ 24 " 0. C. ti1AX (14)-0.148'X 1 2 " NAILS (TOP) (14)-0.148';r 3" NAILS (BOT) TYP/CAL 9 01009 ADDITION BRG. W/ 12 01/ERHANO DETAIL S4 3 4 =1 At ' 0 ASPHAL T ROOF SHINGLE 011ER R-38 INSULATION — \ UNDERLA I'MENT TO MATCH EXIST. ROOF IVT512 CONN DOUBLE TOP PLATE PRIOR TO THE COMMENCEMENT OF ANY WORKS, THE BUILDER IS TO CHECK AND/ORDETERMINE ALL CONSTRUCTION DETAILS, INCLUDING CHECKING EXISTING SITE LEVELSAND DIMENSIONS. THE DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHERPROJECT DRAWINGS, CONSTRUCTION NOTES AND/OR PROJECT SPECIFICATION. ALLDISCREPANCIES SHOULD BE REPORTED IMMEDIATELY. H * ; No. 91898 ESCOBAR.GRANT. Digitally signed by TIMOTHY TE OF ESCOBAR.GRANT.TIMOT ricr HERBERT.1263317 HY HERBERT.12633173 Z O R�DP.;:�<v Date:2023.09.28 '% G�,�; •• 315 07:49:22-04'00' ��,,OINA��`�� No. I Date I Revisions Client JUSTIN JONES 15 „ 2x4 STUDS 16 0. C. GV STRUCTURAL /32 NE81 ROOF DEC/(/NG ON EXIST. SAL VA CEP SHEATH/NG' AND R 19 INSULATION LEVEL Job # A, 17985 RAFTERS OR I —WO TRUSSES 9 24 0. C. lie16 e' 'i d Od 'e V e Oe a A a•. a• d' .. . a ' e w f .e e A. e 12 0" 700, NEW WOOD FRAME TO CMU BLOCK CONN. SECTION S4 > 2`-- 1' 0 EXIST 8" CMU EXT. WALL EXIST REINF. CONC. FOOTER NEB 00HIEL CONN INTO EXIST FOUNDA TION PER DETAIL P. T. SILL PLATE 6 M/L. VAPOR BARRIER 12„ TERM/TE TREATMENT SOIL TYPICAL 9 NEGy MOO FRAIVINO SECTlON�3/4Al=1' 0 F--. SPECTION Job Title PLAN —OF —REPAIR FOR ADDITION 610916th ST. ZEPHRYHILLS, FL 33542 Drawing Title Scale Date 09/26/2023 Drawn by GTE Drawing No. Revision S4- Notes F ELECTR/CAL LEGEND j &0t s»wto� ®µ 57we / Cabo #aox* Oe/echr `IY sta""d Ara 110 AIM Stmdod 110 adlet - Ovwd Fad1 Craoit hiffWta- ,il� srmafad AFa Im aAer bot Fixture - L:MW //bunted L10t and Fm Cameo - CWpg MowW i NO CHANGE TO EX1ST.- J ELECTR/CAL LA POUT PLAN PLAN NORTH 114- = 1'-0 • All electr/col work shall be done in accordance with the 2017 Edition of the Nof/ono/ Electrical Code, 2018 Edition of NFPA 101, 2019 Edition of NfPA 72, and 2017 Ed/f/on of FW as well as ony other State and Local codes • The electrical contractor shall furnish and install all required items to provide a complete electrical instollof/on wdh oll equipment /n proper working order • The electrical contractor shall visit the site and examine all conditions affect/ng the execuf/on of this electr/cal layout plan • All new and ex/sting circuits and fixtures to run Through electr/cal panel as per plan • Electr/col contractor to coordinate e%tr/cal work defined within the document with all trades and shall be responsible for the full coord/nofion of their work • Smoke Detector shall comply with NFPA 72 and shall be hordw/red with battery backup to a non—sw/tchab/e kitchen or bathroom l/ghfmq circuit and shall not be connected onto the load side of ground vault circuit interrupter and shall not be 0/aces with/n J feet of ony A/C Grill, bathroom, kitchen doors or ony for blade • These plans do not show every m/nor defa/l of construct/on, the electr/cal contractor IS expected and responsible to furnish and install al/ items for a complete electrical system and meet oll requirements necessary for equ/pmenf to beplaced /n proper work/ng order • Electr/cal contractor shall check and verify equipment furs/shed against those specified or intended and rev/se branch circuits as moy be requlred with prior approval of engineer or architect NEW 1100z SN/lV�' F//L A ll-lA/ 17/7 A A,1/A //1 A n1-)1 T11-)A / T/? ELEI/A TION 1/2n 1 ' 0 SlD/NG F1N/SH (NO ClLIANOE) PRIOR TO THE COMMENCEMENT OF ANY WORKS, THE BUILDER IS TO CHECK AND/ORDETERMINE ALL CONSTRUCTION DETAILS, INCLUDING CHECKING EXISTING SITE LEVELSAND DIMENSIONS. THE DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHERPROJECT DRAWINGS, CONSTRUCTION NOTES AND/OR PROJECT SPECIFICATION. ALLDISCREPANCIES SHOULD BE REPORTED IMMEDIATELY. ESCOBAR.GRAN Digitally signed by ' * : No. 91898 T.TIMOTHY ESCOBAR.GRANT.TIMOT= HY TE OF •; HERBERT.12633 HERBERT.1263317315 •'•. 17315 Date: 2023.09.28 ' , ,� • , c 0 R I D ..-'* 07:49:42-04'00' No. I Date Client Revisions .. ENGINEE—FE—RING ANDN`COS JUSTIN JONES LEVEL Job # 17985 Job Title PLAN -OF -REPAIR FOR ADDITION 610916th ST. ZEPHRYHILLS, FL 33542 Drawing Title Scale CCO ( Date 09/26/2023 I Drawn by GTE Drawing No. Revision S5 -