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320 Plaza RES21-0128 Kitchen RemodelOWNER:ADDRESS:CITY:STATE:ZIP: JEWELS WILLIAM C 320 PLAZA ST ATLANTIC BEACH FL 32233-5442 COMPANY:ADDRESS:CITY:STATE:ZIP: FUTURISTIC HOMES, INC.13694 BETTY DR JACKSONVILLE FL 32224 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169958 0000 ATLANTIC BEACH JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 320 PLAZA RESIDENTIAL ALTERATION RESIDENTIAL KITCHEN REMODEL $34695.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $225.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $112.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.81 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.88 TOTAL: $397.19 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 5/19/2021 PERMIT NUMBER RES21-0128 ISSUED: 5/19/2021 EXPIRES: 11/15/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 5/19/2021 PERMIT NUMBER RES21-0128 ISSUED: 5/19/2021 EXPIRES: 11/15/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION RES21-0128 Building Permit Application City of Atlantic Beach Building Department 800 Seminol e Road , Atlantic Beach , FL 32233 Phone: (904) 247-5826 Email: Bui l d ing-De pt@coab.us Updated 10/9/18 **ALL INFORMAT ION HIGHLIGHTED IN GRAY IS REQUIRED. Job Add r ess : :3.cAD ?\a."Z.a-. A. B . t L 3aa3 '5 Permit Number:---------- Legal Description L o+ C\ \ :::is.}oc;...\( \ 'D I ]>b..,\-No~\ SW:>&v,s;n\"l f\.RE# ________ _ Valuation of Work (Replacement Cost)$ 3'1,,9$".oc:J Heated/Cooled Sf ____ Non-Heated/Cooled ____ _ • Class of Work : □New □Addition ~Iteration □Repair □Move □Demo □Pool □Window/Doo r • • Use of existing/proposed structure(s): □Commercia l ~sidential □Yes ~ If an existi ng structure, is a fire sprinkler system in stalled?: • Will tree s be removed i n association with ro osed ro·ect? □Yes must submit se arate Tree Removal Permit QNcj Describe in detail the type of work to be performed: 0#/ j iir\.e.t ,-or ~l\o 'h e,CC6tv o Florida Product Approval# ___________________ for multipl e products use product approval form Property Owner Information Name W ·, \ \~a...yY"\ C... ~~ e. \ <.. Address .~D City '::'°:::'":: =~ State J::L Zip 39~ 3 3 E·Mail ~~i~----1=l.3~ €, ~1\ · w,,~ }>\a:zr-/\-:B-£L 3c>~33 Phone 9Qlj te,f?& 5'00 Owner or Agent (If Agent, Power of Attorney o r Agency Letter Required) _________________ . __ _ Contractor Information Name of Company Y°itvfi"bfr C. i-fo V'\f;, of tLu. Tnr... Qualifying Agent 'S, '5~Urvy f:foyd Address /?,~({1 &@f D{, City J~. State fl Zi p ·'IJ);;J,l{ Office Phone 9oi/ · 710 -1Jo~ Job Site Con~ct Number 9cJ'I -]ID ~1i6~ ::SrH (l;y~ !~~,~~ru~:'~~o;/PRh~;~;t;oa ~,-}it,1:._~~"-q_o~'"31A~t~1 @/l"'"T • '°'"' Engi neer's Name & Phone# £o;he-;~ ¥«~-3<foL.J-~7 R -MD! Workers Compensation lnsurer c OR Exempt !il"""Expiration Date 5'--:J(),.3/ Application is hereby mad e to obtain a permit to do the work and installations as indicated. I certify that no wor k or inst allation has commenced prior to the issuance of a permit and t hat all wor k will be performed to meet the standards o f all the laws regul ating construction in this jur isdiction . I u nderst and that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BO IL ERS, HEATERS, TANKS, and AIR COND ITIONERS, etc. NOTI CE: In additi on to t he requirements of this p erm it, there may be addit iona l r estrictio ns app li cab le t o this property t hat may be found i n the public r ecords o f th is county, and there may be addition al permits requi red from other governmental entities such as w ater managemen t districts, state age n cies, o r f eder al agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurat e and that all work will be done in compliance wit h al l applicable laws regu lating construction and zoning. WARNING TO OWNER: YO UR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PRO PERTY . IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO ING ~R OTIC E OF COMMENCEMENT . ...-~~··.,._v ~ti~,;;-.. SCOTT P DAVEY {~: ';(\~ ~) Notary Public • State of Florida ;_.-~ · 0~/ Commission# GG 34 1534 ······'?': .. ":',/ My Comm . Expires Jul 29, 2023 I Known OR ] Produced I entificatio~ Q /} J 1 \ 0 /l [.,ffiroduced Id entification rL l'\ Type of Identification : --;-:\.-':::'.=--~-v<-_1 ___ v __ C.._'<../_ ,y<--_ Type of Identification: t' _ ., ~Jft lftf,S L, CC'l)S~ NOTICE OF COMMENCEMENT State of __ F_l-"-~-rl_~--------Tax Folio No. ____________ _ County of b)v~c..\ To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Lo~ C/, (b1-0Js /(), Pl,J-No , 1 svb d,v,Sta,a ll- ' I Address of property being improved: 3g O ?b,z...a_ Genera l description of improvements:-------------------------------- Owner's interest in site of the improvement: -'~e.~~_vo~l_-t,_tc_·'t., _______________________ _ Fee Simple Titleholder (if other than owner): _____________________________ _ Name:--:-::---:----~------------:,---------------------- Contractor: ~s:vH: <p/o/J ~v+vti~-hc Ho.cres 0~ Pl(<_, Tvil • Addcess /Jl,l/1_ &flv _ i.JI, \I<U,k,oev<llt, p{, W:t f Telephone No.: <]fj_'-/-?/{ /%()6 Fax No : __ -________ _ Surety (if any) ______________________________________ _ Address: _______________________ Amount of Bond$ _________ _ Telephone No: __________ _ Fax No: ___________ _ Name and address of any person making a loan for the construction of the improvements Name: ____________________________________ _ Address: ______________________________________ _ Phone No: ___________ _ Fax No: ___________ _ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name:--------------------------------------- Address: ______________________________________ _ Telephone No: __________ _ Fax No: ___________ _ In addition to himself, owner designates the following person to rec '··-----.. ~' +hn ';..,....,_,,c l\lntir<> ;l<: nrovid ed in Section 713.06(2) (b) Florida Statues. (Fill in at Owner's option) Doc# 2021110966, OR BK 19703 Page 20n 1 Number Pages: 1 ' Name:___________________ Recorded 05/03/2021 08:56 AM , Address: _________________ _ Telephone No: __________ _ Fax No : JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 Expiration date of Notice of Commencement (the expiration date is one (1) year from tne date-or recoramg ames:.d-unren::111. ua-.-c:·,...- specified):---------------------------------------- THIS SPACE FOR RECORDER'S USE ONLY ti•~~-~~, AW M. !RUMLEY 1{~ ,.l Not1ry Public• State of Florida S \~i Commission II HH 038233 S ·-.. ~.f:i.-· My Comm. Expires Sep 18, 202'4 I OWNER or Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us 0 Revision to Issued Permit OR rnCrections to Comments **ALL INFORMATION HIGHLIGHTED IN GRAV IS REQUIRED. PERMIT#: R rs J 1 -oic2i Date: S--& -J,/ Project Address: __ 3""":);:;_t)=-_;_P_h_:z_a._R_d_, _____________________ _ Contractor/Contact Name: -~:\~J...,____{_r_/l_of.,._J._ ..... 1~6--'-vb=ri~'5_-h·c~t-lo-~CS~of~A~'fr._~, -~-(:_-• --------- Contact Phone: __ q_o_tf_-J~I_D_--_t/~£~6~'---Email : +ht1'1le, i @c11) ,C0 1- Description of Proposed Revi sion/ Corrections : __ 5-·_. 3_e_U_ro_1~t-~ ..... J~ _____ affirm the revision/correction to comments is inclusive of the proposed change s. (printed name) •~oposed revision/corrections add additional square footage to original submittal? ~No ~ Yes (additional s.f. to be added: · ) • Wil~oposed revision~~orrec~ions ad~ addi_ti~nal increase in building value to original submittal? ~~. @*Yes (add1t 1onal increase in building value: $ ________ ) (Contractor must sign if increase in valuation) *Signature of Contractor/ Agent : -Lf!----·-Jc~,,.,.,------------------- (Office Use Only) MApproved D Denied D Not Applicable to Department Permit Fee Due$ _____ _ Revision/Plan Review Comments ____________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updat e d 10/17 /18 This item has been digitally signed and sealed by Stephen L. McCorvey on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. DESIGN CODE· \ 2020 FLORIDA BUILDING CODEI-RESIDENTIAL, AND CURRENT REFERENCED CODES AND STANDARDS ◄ AL TERA TION: LEVEL 2 I ---.. " _,.,,._ ~ (Cd= 1.25) TOP CHORD LIVE LOAD - - - - - - - - - - - -20 PSF TOP CHORD DEAD LOAD (SHINGLE OR METAL) - - - - -7 PSF TOP CHORD DEAD LOAD (TILE) ---------20 PSF BOTTOM CHORD LIVE LOAD - - - - - - - - --10 PSF BOTTOM CHORD DEAD LOAD -- - - - - - - - -5 PSF FLOOR LOADING (Cd= 1.0D) TOP CHORD LIVE LOAD - - - - - - - - - - - -40 PSF TOP CHORD DEAD LOAD - - - - - - - - - --10 PSF BOTTOM CHORD LIVE LOAD - - - - - - - - - --0 PSF BOTTOM CHORD DEAD LOAD - - - - - - - - - - 5 PSF ROOF FRAMING DEFLECTION CRITERIA FLOOR FRAMING DEFLECTION CRITERIA LIVE LOAD-- --L/240 LIVE LOAD-- --L/360 TOTAL LOAD - --L/240 TOTAL LOAD - --L/240 MAXIMUM DEFLECTION-- - - --0.75" ROOF AND FLOOR LOADING NOTES· 1. UNINHABITABLE ATTICS WITH LIGHT STORAGE SHALL HAVE ROOF TRUSS BOTTOM CHORD LIVE LOAD INCREASED TO 20 PSF. CONTACT EOR IF ANY OTHER LOADING REQUIREMENTS ARE NEEDED. 2. ROOF TRUSS MAY BE DESIGNED WITH ROOF BOTTOM CHORD LIVE LOAD (10 PSF) APPLIED NON-CONCURRENTLY WITH ROOF TOP CHORD LIVE LOAD ( 20 PSF) 3. FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. 5 PSF TOP AND BOTTOM CHORD DEAD LOAD. 4. REACTIONS SHALL BE REDUCED PER ASD LOAD COMBINATION D + 0. 75 (L + Lr) WJND LOADING (ASCE 7-16} BASIC WIND SPEED - - - - - - - - - --130 EXPOSURE CATEGORY - - - - - - - - --D BUILDING RISK CATEGORY - - - - - - - - -11 BUILDING ENCLOSURE CLASSIFICATION - - - - -ENCLOSED INTERNAL PRESSURE COEFFICIENT - - - - - -±0.18 DRAG COEFFICIENT (Cd) - - - - - - - --1.6 COMPONENTS AND CLADDING - - - - - - - -SEE TABLE BELOW WIND LOADING NOTES: 1. FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. WIND UPLIFT REACTIONS SHALL BE REDUCED PER ASD LOAD COMBINATION: 0.6D + 0.6W SHEATHING SPECIFICATIONS SPECIFICATION TYPICAL NAILING 23/32 T&G OSB OR PLYWOOD 10d COMMON @ 6" O.C. EDGE, 6" O.C. SHEATHING FIELD FLOOR SHEATHING NOTES· 1. FLOOR SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION PERPENDICULAR TO THE SUPPORTS 2. PANEL EDGE BLOCKING IS NOT REQUIRED 3. SHEATHING GAPS SHALL BE MIN. Ys" AND MAX. '¾,", SEE DETAIL 3/SD1 4. SEE TABLE 6/C1 FOR NAIL SIZE LEGEND NAIL SIZE LEGEND PLAN REFERENCED NAIL LENGTH DIAMETER 8d COMMON 2Y," 0.131" 8d RING SHANK 23/a" 0.113" 10dx1);/' 1 Y," 0.148" 10d 3" 0.131" 10d COMMON 3" 0.148" 10d RING SHANK 3" 0.148" 12d COMMON 3¼" 0.148" 16d COMMON 3Y," 0.162" NAIL SIZE LEGEND NOTES· 1 USE THIS LEGEND FOR ALL NAILS NOT SPECIFICALLY NOTED WITH THE DIAMETER AND LENGTH WITHIN PLANS AND DETAILS. 2. USE BORED HOLES WHERE NEEDED TO PREVENT SPLITTING OF WOOD. BORED HOLES SHALL NOT BE GREATER THAN 75% OF THE NAIL DIAMETER 3. NOMINAL NAIL LENGTHS AND DIAMETERS FROM TABLE 10 SHALL BE MET PRIOR TO THE APPLICATION OF ANY PROTECTIVE COATING SCOPE OF SERVICE MEANS AND METHODS· THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: STRUCTURE TO SUPPORT GRAVITY LOADS, RESIST UPLIFT, AND RESIST LATERAL LOADS, AND MAINTAIN CONTINUITY FROM THE STRUCTURE TO SOILS BELOW. ITEMS NOT DESIGNED INCLUDE, BUT NOT LIMITED TO, PRE-ENGINEERED TRUSS DESIGN, TRUSS-TD-TRUSS CONNECTIONS, OR ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/ INSTALLATION OF ALL WATER PROOFING. VERY IMPORTANT NOTES FOR RENOVATIONS, ADDITIONS AND ALL EXISTING STRUCTURES INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS-BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. MATERIAL SPECIFICATIONS ANCHOR BOLTS &; THREADED ROD· SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B) NjJ_TS;_ SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS· ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED OR BETTER. RETROFIJ REBAR/ROD INSTALLATION· EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE ¼" LARGER THAN REBAR SIX AND 1/8 " LARGER THAN THREADED ROD SIZE. (UON) EEOla;_ SIMPSON SET-XP (MINIMUM EDGE DISTANCE PER MANUFACTURES SPECIFICATION) REINFORCING STEEL-SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL· SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC /WWF}: SHALL BE ASTM A1064. LAMINATED VENEER LUMBER (LVL}: ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES -ELASTIC MODULUS (E)2,000ksi, BENDING STRESS (Fb) 2600psi, PLY WIDTH OF 1.75" CONCRETE SPECIFICATIONS· ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301, 318 AND ALL OTHER APPLICABLE REFERENCED STANDARDS. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. CONCRETE MASONRY SPECIFICATIONS· MASONRY SHALL BE DESIGNED, CONSTRUCTED AND TESTED IN ACCORDANCE WITH ACI 530, ACl530.1 AND ASTM C90. MASONRY UNITS SHALL BE HOLLOW LOAD-BEARING, GRADE N, TYPE 1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT AND MORTAR SHALL BE DESIGNED, CONSTRUCTED AND TESTED IN ACCORDANCE ASTM C476, ASTM C1019, ASTM C270. GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 psi AND A MAXIMUM COURSE AGGREGATE SIZE OF 3/s" PLACED AT AN 8" TO 11'' SLUMP. MORTAR SHALL BE TYPE M OR S. CELLS CONTAINING VERTICAL REINFORCEMENT SHALL BE GROUTED IN 5'-o" MAXIMUM LIFTS. WHEN LIFT SHALL EXCEED 5'-0", PROVIDE CLEAN OUTS IN BOTTOM COURSE OF MASONRY WALL. CLAY MASONRY /BRICK}· BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. TYPE N MORTAR MAY BE USED IN BRICK VENEER. GENERAL FOUNDATION NOTES FOOTING AND FOUNDATIONS· FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTINGS HAVE BEEN DESIGNED WITH A MJN1MllM. SOIL BEARING PRESSURE OF 2000 PSF. A SOILS INVESTIGATION REPORT BY OTHERS IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE EOR SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC AND COHESIVE (CLAY) MATERIAL. EXISTING SOIL AND STRUCTURAL FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS. PROVIDE #3 @ 48" DC OR ROD CHAIRS PER FOUNDATION DETAILS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING SHALL BE 48 BAR DIAMETERS, WHERE PERMITTED. STEM WALLS CONSTRUCTED W/ MASONRY UNITS SHALL BE COURSED W/ RUNNING BONDS. STACKED BONDS ARE NOT PERMITTED. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT AS SPECIFIED ON PLAN AND AT CORNERS, WALL ENDS, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEM WALLS CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, EVERY OTHER COURSE. VERTICAL REINFORCING SHALL BE INCREASED AS NOTED ON PLAN. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". SLABS ON GRADE· CONCRETE SLABS ON GRADE SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUT CONTROL JOINTS SHALL BE INSTALLED THROUGHOUT ENTIRE SLAB ON GRADE. 1" DEEP SAWCUTS SHALL PLACED IN A 12'x12' GRID WITHIN 4 TO 12 HOURS OFCONCRETE PLACEMENT GENERAL FRAMING NOTES PRE-ENGINEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. WOOD FRAMING SPECIFICATIONS· ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NOS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. ROOF COVERING SPECIFICATIONS· THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS GUARDRAIL$ AND HANDRAIL$· SHALL BE DESIGNED PER FBC. COMPLIANCE WITH THESE REQUIREMENTS IS THE RESPONSIBILITY OF THE RAILING MANUFACTURER. PRE-ENGINEERED MISCELLANEOUS STRUCTURES: ANY EYEBROW, CANOPY, ALUMINUM COMPONENT OR ANY OTHER BUILDING APPENDAGES NOT SPECIFICALLY DETAILED HEREIN SHALL BE DESIGNED BY OTHERS AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MISCELLANEOUS ATTACHED STRUCTURES TO THE MAIN STRUCTURE INDICATING CONNECTION POINTS, REACTIONS AND FASTENER REQUIREMENTS PRIOR TO FABRICATION OF MISCELLANEOUS STRUCTURE AND PRIOR TO CONSTRUCTION OF MAIN STRUCTURE. CONTRACTOR SHALL COORDINATE LOADING REQUIREMENTS WITH ANY OTHER PRE-ENGINEERED COMPONENT SUCH AS ROOF FLOOR AND ROOF TRUSS ENGINEERING. FORTRESS ENGINEERING GROUP, LLC FL. CA# 34117 904-821-7300 4651 SALISBURY RD. SUITE 400 JACKSONVILLE, FL 32256 PROJECT JEWELS RENOVATION 320 PLAZA. ATLANTIC BEACH, FL 32233 FEG JOB # FEG21 - 7 4 PAGE# DATE 5-4-21 STEPHEN McCORVEY FL. P.E. #88723 Rl Futuristic Homes of Fl. Inc. 13694 Betty Dr. Jax. Fl. 32224 Jeff Floyd 904-710-4806 CBCl 256999 FHFinc 1@gmail.com Below is a list of proposed work to be done for Chad Jewel at 320 Plaza Rd. 1. Remove all kitchen cabinets and appliances 2. Remove existing tile floor 3. Remove east and north wall of kitchen 4. Remove sub floor as/if necessary for relocation of plumbing and electric 5. Move electrical and plumbing to accommodate new kitchen cabinet and appliance lay out as per plans and install vent for new hood over stove 6. Build new platform in garage and construct new wall to form new laundry room location 7. Miscellaneous framing in kitchen and laundry area 8. Install 1 new door between kitchen and laundry and 1 new door between laundry and garage 9. Install new drywall and patch existing drywall in kitchen and laundry where necessary 10. Install new flooring in kitchen, laundry room and dropped down den area off of kitchen 11. Install ship lap siding on west kitchen wall 12. Paint kitchen and laundry room walls and ceilings 13. Build stairs in garage for access to laundry room Summaries Electrical -Move wiring for appliances, install can lighting in kitchen and laundry area, install new GFI plugs in kitchen area above counters, move wiring for washer and dryer plugs, swap out electrical panel and have it face into the laundry room, run new wiring for outdoor tankless hot water heater. Price includes labor, wiring, can lights (basic contractor grade with trim kit) and new panel. Plumbing-Move sink water lines and drain line per plans, move refrigerator water line per plan, hook up sink, faucet set dishwasher and disposal, reroute plumbing for new out door tankless water heater. Price includes labor, piping materials. Demo -Remove cabinets, counters, t i le flooring, 2 walls, appliances and existing hood and soffit. Price will include labor and dumpsters Framing-Build new platform outside of kitchen for new laundry area , build new wall between garage and laundry area, adjust kitchen walls as necessary per plan. Price will include labor and material Shiplap -Install nickel joint shiplap as an accent wall in kitchen on west wall. Price will include labor and material MAPS H O W I N G B O U N D A R Y S U R V E Y O F LOT9, B L O C K 1 0 , P L A T N O . I S U B D M S I O N " A " A T L A N T I C B E A C H , AS RECORD E D I N P L A T B O O K 5 P A G E S 6 9 O F T H E C U R R E N T P U B U C R E C O R D S O F D U V A L C O U N f Y , F L O R I D A . 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M A P P A N E L 0 o o 1 C ) D A T E D 1 t ~ 1 i - f ) , • F L O O O Z O N E M A P S A R E S U B J E C T T O C H A N G E L A N D S U R V E Y O R P L S N 0 . 5 6 8 4 N O T V A L I D w r n t O U T T H E S I G N A T U R E A N D T H E O R I G I N A L R A I S E D S E A L O F A F L O R I D A S U R V E Y O R A N D M A P P ~ Product approval numbers for 320 Plaza H2.5 -FL10456 HUS28-FL10531 HTS16 -FL13872 HUS26 -FL10531 HTSM16-FL13872 LTT20Z-FL11496 LGUM28-2-SDS-FL13904 ABU44-FL10860 Futuristic Homes of Fl. Inc. 13694 Betty Dr. Jax. Fl. 32224 Jeff Floyd 904-710-4806 CBCl 256999 FHFinc 1@gmail.com T-jESE PLANS HAVE BC:EN DRAW~ IJ~DC:R CC~TRACT 3Y T-jF HCMF CWNFR OR 'l LI rJFR. THF rJFSIGNFR ASSUMFS ~O RFSPCNSIR I TY FOCI A~Y SIMII AR TIFS TO A, v rJC:AWl~GS. RF~lFRINGS, 'll l.FPRINTS, FTC. AND, Al I FF 0 0RTS HAVF Fl FF~ MADF TC NSIIRF THAT T 7F 81M 0 ,SICNS AC:F CORR"C T A~rJ THA-TH"S" Pl A~S ~FFT Al I 8FS GN CRITFRIA RFO,JICIFD 'JY THF STATF OF Fl CCIIDA. THC: co,TRACTOR S RC:SPONSl3l_c FOR VERIFYING THAT A_L THE IN"ORVAT::JN S COC:RC:C-BC:FORE CONSTRLCTIO~ EEG NS . ---------- Legend Clouded Area Represents Proposed Area's Of Renovation Legend Shaded Area Represents Walls Or Kitchen Elements To Be Removed -0 I -co U) C 0 I -I" "1- -0 I 0, s C •-0 _µ u .~ C X ,_ ws (J) s 0 u C § / 0, C _µ (J) X w (J) s / Existinc Windows 0 Existing Bedroorn 8' Clg Existing Bedroorn 8' Clg 26'-6" (/) l <':I °' 35' -o" Existing Windows Existing Bedroorn 8' C lg ' IL-----R & S I 8'-6" 0, s C C 0 0 I _µ u (J) L - X § I" w ~ Existing Door 1 (5) I; - sef. 39" -··v-in _J Existing Kitchen 8' C lg · ... Ex ·stin oak ,8· C lg -(D I Cv n ' (J) s 0 u C § 0, C _µ (J) X w 0 / / 2' ~ °'s ~ / 15' -o" 3' -8" 4' -o" .· (WH 1_2' _14~ ~ £\ :;::; -n------------71----,----------;ftt-:;ff~rf:IaIL=-□coot-;::-:-:-;-:-_:-~ ~ Laundry I Existing w 8 , c lg LO Door I ··.. .·· / / / 0, s C ,_ 0 _µ u .~ C X •- W 5 Existing Fa.rniiJ11 Roorn 8' C lg Fxistinc; Windows 16'-4" 15'-8" EXISTING I I I I Existing . Door -I 5'-10" +---- 6'-6" 35' -0" I, IA/C -0 I =-xist·ng 4" Step n:Jw'l Existing Garage 8' C lg -0 12'-10" FLOOR PLAN SCALE 1/4" = 1"-0" 0, C _µ L (J) 0 ·x o 111n -0 I -co U) CONSTRUCTION TYPE: Type 5B OC C LJPANC Y CLASS: Group R-3 DESIGN IN ACCORDANCE WITH ALL APPLICABLE CODES: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EXISTNG 2012 FLORIDA ACCESIBILITY CODE f/ BUILDING CONSTRUCTION, 2014 ADA/ADAAG/FHA/FB A 2017 INTERNATIONAL FUEL GAS CODE FB C, 2017 7th EDITION 2014 NATIONAL ELECTRIC CODE, NFPA 70 2017 FLORIDA FIRE PREVENTION CODE FLORIDA ENERGY EFFICIENCY CODE f/ RESIDENTIAL BUILDING CONSTRUCTION 2017 FBC SEVENTH EDITION REVISED DEC. 31 2020 NOTE: All Exterior Walls Are Concrete Block Unless Noted Otherwise. NOTE: All Angled Walls Are 45 Degrees Unless Noted Otherwise. NOTE: All Existing Dimensions Are As Derived From Either Field Measurements Or Existing Drawings And Should Be Verified Before Construction Begins. NOTE: See B ldr f/ All Floor & Ceiling Finishes @ All Exterior Spaces Not Specified. Project Overview The Intended Goal In This Project Is To Renovate An Existing Kitchen Space & Remove Two Existing Interior Walls To C reote A More Open Living Space. Remove The Non-Load Bearing Wall's As Shown On The Existing Floor Pion, Between The Existing Kitchen & Living Room. Absorb The Existing Laundry Space & Remove Existing Woll Between The Kitchen & Laundry Room And Expand the Size Of The Kitchen Into That Space. Frame New Heated Floor Space Over The Existing Concrete Slob @ Garage & Match Main Finished Floor @ 0'-O". Add A New 32" Exterior Door, Sheetrock & Finish The Interior Of The New Laundry Room As Per The New Floor Pion & Condition The Space. Remove All Kitchen Cabinets & Equipment And Renovate As Per The New Floor Pion & Additional Kitchen Drawings (By Others). Existing Square Footage EXISTINC HEATE.D: 1484 EXISTINC CARA CE: 286 EXISTINC ENTRY: 84 EXISTINC TOTAL: 1854 -: . u C en Cl) 0 C 0 0... +-en Cl) m lfl ~ oJJ 4- 0 • ..------i ..+-) Q) Q) ~ UJ. I ) lfl G) ~ (]) u ~ (]) 'D •rl lfl (]) ~ lfl ,..., (]) ~ (]) '"J (]) ~ r-, . +' lfl (1j N (1j ,..,, µ, 0 N CY) N ~ lD co 7" ,--, CJ) 0 ['-- 0 ,--, I I C\2 C\2 (J) CJ) Q) C\2 C\2 u I I ~7" ><:7" 4-< 0 (lj 0 Q(J)µ..,(J) if). Q) CD s 1:J 0 . ,..., H X 0 .---, ~ s .---, 0 .---, +..l <r: if). ~ u L~ ~ =--==1 -"'~'::::: I " ,,/ ·'--,.,_ __ .,_,..~-'"' T l[S[ PLANS I IAV[ □TN DRAW~ UI\D=R CC~TRACT JY TI[ I IC\,I[ CWNrn OR ]UI_Drn. Tl I[ D[SIGN[R ASSLM[S 1\0 R=SPCJNSIOI_ TY rn, A~Y SIMILAR Tl[S TO Al\ V D,AWl~GS, R[~J[RINGS, JLL[PRIN-s, [TC. AND, ALL [,-ORTS I IAV[ 0 [[~ MAD[ TC NSUR[ Tl IAT T I[ CIM=I\SICNS A,[ CORR=c T A~D Tl IA-Tl i=s= "LA~S 1/[[T ALL C[S GN CRIT[RIA R[CJ!s[D JY Tl I[ STAT[ or ,LC\IDA. TH" COi\ TRACTOR S R"SPONSl'll ° FOR VFRIFYING THAT A I THF IN"ORVATCJN s CO,RcC-BcFORE CONSTRLCTIO~ EEG NS C 0 I -co LO C 0 I -I"- -sj- -0 I 0, s C •-0 _µ u .~ C X ·-LJ s 0, s C •-0 _µ u -~ C X ,- LJ s (/) s 0 0 C 3: u, c- ~ (/) •- X w (/) s 0 0 L 3: u, C ·-~ (/) •- X w 0, s C ·-0 _µ u -~ C X •- LJ s Ex·sting Windows Existing Bedroorn o' Clg 26'-6" r ~/ R & S ~,&,- I R & S --. Existing Bedroorn 8' CI CJ (/) I 35' -0" Existing Windows Existin_g Bedroorn 8' C lg L-----= R & S I • Ne-w Kitchen 8 Clg 8'-6" u, s C C 0 ~ 0 I (/) u C - X 3: I"- I I I ~ Existing Door E -lD I -co DW 1 I isting oak 8' Clg I I I I I ~ (/) s 0 u C ~ 0, C _µ (/) X w 15'-o" 7'-8" 12'-4' °'s f---+--------------~e---~------+---------_j__ ___ __,__/ .S_ o Existing Farnily Room. 8' C lg Ex·sting Windows 15' -8" NEW =xisting Door -I 6'-6" 35' -0" Rer. -;Etock "' W/D CD X -co I N Laundry--s1- p,' c:: g 8'-10" Existing Garage 8' Cl g -0 Existing Do r 12'-10" FLOOR PLAN SCALE:: 1/4" = li-0" _µu -~ ·c X . -, w s, 0, L _µ '-- (/) 0 ·x o WO C 0 I -co LO ,, , ., Q) I.... ::J +-' u ::J I.... +-' U) CT1 C +-' (J) X w C 0 +-' u ::J I.... +-' (J) C 0 u 5 Q) z CONSTRUCTION TYPE: Type SB OCCUPANCY CLASS: Group R-3 DESIGN IN ACCORDANCE WITH ALL APPLICABLE CODES: 2017 FLORIDA BUILDING CODE, RESIDENTIAL 2012 FLORIDA ACCESIBILITY CODE f/ BUILDING CONSTRUCTION, 2014 ADA/ADAAG/FHA/FB A 2017 INTERNATIONAL FUEL GAS CODE FBC, 2017 7th EDITION 2014 NATIONAL ELECTRIC CODE NFPA 70 2017 FLORIDA FIRE PREVENTION CODE FLORIDA ENERGY EFFICIENCY CODE f/ RESIDENTIAL BUILDING CONSTRUCTION 2017 FBC SEVENTH EDITION REVISED DEC. 31 2020 NOTE: All Exterior Walls Are Concrete Block Unless Noted Otherwise. NOTE: All Angled Walls Are 45 Degrees Unless Noted Otherwise. NOTE: All Existing Dimensions Are As Derived From Either Field Measurements Or Existing Drawings And Should Be Verified Before Construction Begins. NOTE: See B ldr f/ All Floor & Ceiling Finishes @ All Exterior Spaces Not Specified. Legend EXISTNG Clouded Area Represents Proposed Area's Of Renovation .Existing Square Footage .EXISTINC H.EAT.E.D: 1532 .EXISTINC CARA CE': 23B .EXISTINC .ENTRY: B4 .EXISTINC TOTAL: 1B54 □ ~ N 0 f J , i • .. . () C . (I) C 0) (I) (I) 0 C 0 0.... +- (I) (I) (I) .. +- _c 0) ·-L >-- Q_ 0 u w ~ Q[) • ..------i w Q) L() 4- 0 N ~ Q) Q) ~ c.o LD ~ UJ. ~ cd ~ ) w Q) co '"\ ,,;~, , ".\~ ~:::~---=-_ '!a: ,,;~ ,\ \ Q) u ~ Q) 1j ' .-1 Ul Q) ~ Ul c----, Q) ~ Q) I-;) Q) ,C r-, C() aJ I '7"' aJ C() '7"' 0 m +> lfl (lj N (lj ,....., P., 0 C\l CY) N ~ CD aJ "T ,-, u.l 0 ['-- 0 ,-, I I N N u.l u.l QJN N u I I ~ '7"' ?<: '7"' -0 cd 0 OCJ.lµ:..,CJ.l VJ. G) CD s ~ 0 . ,....., H ::r: 0 r---, µ., s r---, 0 r---, ...,..) ~ VJ. ~ u -rESE P_/\NS HAVE BEEN JRAWN UNCE, CCNTRACT BY -rE HCME OWNER o, BUILDER. THC: DC:SIGNC:R /\SSLMES ~o RC:S"ONSl31LITY FCR /\NY SIVILARIT ES TC A~ Y C~AWINGS, ,ENDER ~GS, BLJEP"NTS, ETC. AND, /\_L EF"ORTS H/\Vc BEEN M/\Cc TO ~SURE -H/\T TrE DIMC:NSONS ARE CORRECT A~J TH/\-T7ESE PLANS MEE-/\L_ DESIGN CRITERIA RECJUIREJ BY THC: STATE OF "LOR DA. 1-jl CO~ 1-JAC IOR IS RcSPONSl~ILl fOR VcRI-Yl~G 1-jA ALL I He INfORMA 0~ IS CORRlC I 8lf0Rl CONS IRUC IICN cllCINS 8' C lg Dbl To:i Plate Existing 2x4 Woll Existing Bedroom -e-r.r. [/ev 01 -0 · (["><is_ting) Existing Floor Framing Sole Plate Existing Crawl Space Existing Structure Existing Roo Framing 1/2" Clg B s' ©liti] Tep Plate 3/4" T&G Decki g Sole Plate ./ New 2x8 Fir. Jst..1 i " I •. @ 16 O,C. Existing Slab -~ CJ j: R-30 I .su/ 1 /2" Drywall 2x4 Studs @ 16" R-13 Insulation Min. See Attached Engineering oc New (2) 2x8 B earn Frame In & Finish New Steps Beyond Existing Garage / -,,.,1 '1 ( ,+, t I ~/ _/1_6'\'f f/ \ -tp-.. r. ~,E'V 1 ., - ([.xis tiog\~ Go.r.dge) ------__ ,., Existing Slab Compacted Fill -Existing Step Down @ Garage -New 2x Ledger (Only As Req.) New Construction Wall Section SCALE: Not To Scole ' ' ' I I I r--. --_-_-1 I I ' I I I ' I_ I I I ::< ,, /, I ~~ - - -~ :~--:--: ::: ~: ~ - - ~ ' ' Neu; Kitchen 8' ~lg B 'r.F. Elev 01 -0' 1 (Mo tch [xi~ting) I I L - -_J New Stock-. W/D Existing Door L. --~---------= New (2) 2x8 eam- 5' -10" f---- - - - ! -$-r.r. [/ev ··. ((><isJin9?\, -----71 -• 11 . ,, _____ _JI C = = I J_L_~ I IU ____ J ow t;; II -oU roO X N' (D 11 I I ·-------· 8'-10" 4' -o" +/-+/- I '• -$-Fr. [/ev -l 1 -6Y ·· .. ((xi s_t Ing> ·------· Existing Garage 8' C lg +/- lxisting l)oor C co I -co ~ -N I -lD I . 0 + G) L ::J .µ u ::J .· L .µ lf) 01 C .µ en X w C -0- .µ u ::J L .µ en C 0 u 5 G) z CONSTRUCTION TYPE: Type SB OCCUPANCY CLASS: Group R-3 DESIGN IN ACCORDANCE WITH ALL APPLICABLE CODES: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EXISTNG 2012 FLORIDA ACCESIBILITY CODE f/ BUILDING C ONSTRLJC TION, 2014 ADA/ ADAAG/FHA/FB A 2017 INTERNATIONAL FUEL GAS CODE FB C, 2017 7th EDITION 2014 NATIONAL ELECTRIC CODE, NFPA 70 2017 FLORIDA FIRE PREVENTION CODE FLORIDA ENERGY EFFICIENCY CODE f / RESIDENTIAL BUILDING C ONSTRLJC TION 2017 FB C SEVENTH EDITION REVISED DEC. 31 NOTE: All Exterior Walls Are Concrete Block Unless Noted Otherwise. NOTE: All Angled Walls Are 45 Degrees Unless Noted Otherwise. NOTE: All Existing Dimensions Are As Derived From Either Field Measurements Or Existing Drawings And Should Be Verified Before Construction Begins. NOTE: See B ldr f/ All Floor & Ceiling Finishes @ All Exterior Spaces Not Specified. -Fur Out Woll Behind The New Washer & Dryer As Needed 1 New (2) 2x8 B earn / I ' 2020 New 4x4 Post Existing Step Down ~ N 0 ('.I 10·, \, __ / . 0 C: . (/) C: 0) (/) Q) 0 C: 0 Q_ +- (/) Q) [I] .. +- _c 0) L >- Q_ 0 u Framing Plan SCALE: 1/4 11 = 1 1 -0 11 Ul LO ~ oD 4-- 0 • ..------l n ~ Q) Q) Ul G) ~~ ....c1 m CCJ OJ ~~ cd~ ~ ~ u.l Q) u ~ Q) +l 'D w . .-1 [/J Q) Cu ~ N Cu ,....., [/J µ, ,......, Q) ~ 0 Q) N I-:) C0 Q) ,C t""' OJ --tj- rl u.l 0 I'- 0 rl I I N N u.l u.l QJ N N ul I .,...., --tj-x --tj- ::::: 0 mo om µ:-, u.l s r---, 0 r---, +.J <C lfl ~ u TYPICAL WOOD MEMBER FASTENING SCHEDULE LUCAIIUN CONNECTION FASTENER C :]LING ..,c ST L/\PS cv:::R (3) ·5c _)ARI IIClNS -AC[ ~Al_ ( 4) CUN NAIL ( 3) 'Oc CO_LAR TIE TC RA"-ER =-ACE \JAi_ ( 3) GUN NAIL ( 3) Bd RAITR TO FLAT I 0-NAI ( 3) 0UN NP.II (.3)10d TOc NAI_ ( 4) C;LJN NAIi -.1/\CK R.t,=-r=-~ rn HI::::, (2) 16d =-ACF \JAi (.3) GUN NAIL RCOF RA"ER TO (2) PLY (2) · 6c Of NAI CJR RIDGE BEA\11 ( 3) GUN N1\IL FACE ~.I\IL (3)15d ,JOIST T:J :3 AI\D JCIS-=-ACE \JAi_ ( '1 ) GJN N/1_ [3 LOCKING G [TW[[N JOISTS CR (3)Sd RAFTERS TO Tcr-r-1LAE =~c N /\IL ( 3) 0UN NP.II 8 @ 5" O.C. :;: I Iv' JOIST TO Tor• 7 LATE TCE NAIL (3) CL~ I\AIL @ 6" O.C. (7) '6c rnr rLA TES, LA'S A\D FACE NAI_ INTRs=c TIONS ( 3) GUN NAIL @ 6" O.C. ( 3) 8d C[UNG .... c1s-s T:J ::::, _AT[ TO= NAI_ (5) CUN NAIL (3) 8d JCIS-TC SI_L OR f-cACER TOc NAI_ (2) GUN NAIL ;;" SU 1-l 1--1 OCR I Cl J LIND OR JCIS-OR GIRDER (2) 15d "ACE ~Al_ 16d @ 16" c.c. SOLE PLA.TE TO TY-:; CA.L =-A.CE .JCl'..-0 (JR H CJC KIi\(; (.3) GUN NAIL @ 8" O.C. (2) • Ge 101--' 1--'I A II-0 S LJIJ =~c N.AIL ( 3) GUN NAIL ( 4) Bd TO=-NAI GUN NAIL S l,J IC SC:L=-PLA I=- ( 4) 3'' 2" 3" (,) , fa: =-\Jr, NAIi ( 3) GUN N/\IL IY-'ICAL cASlt:.Nt:.~S X 0.131" c·CJ. ~ CLN \AILS 2" x 0.1' 3" cfc. ~ RI\JC S---IA\JK X 0.1' J" diu. ~ 6d 2 1/2" X O.H8" d·a ~ 1Dd 3 1/2" 1/2" X D.118" dia ~ 10d ' 1 1/2" 1 1/2" DESIGN SPECIFICATIONS DESIGN CODE: 2017 I_ORIJA. GU _DING CODE ~:'::SIDENTIA_ DESIGN LC ADS: ACTUAL ANC L \JIFORM Roo=-LOADING: TOP CHORD LI Ve LOAD TOP CHORD DEAD LOAD TOP CI IORD D[i\D L01\D B OTTCM CHORD L VE LOAJ FJOTTCM CHCJRr) [)FAD I CAD lJ[J-LC~ IC:I\ CRIICKIA: l<OCI (cd 1.25) 20 psf 7 pc' (ARCH SHl~GLES) 20 pd (Tl_[ SI IINGL[S) 10 ::isf Spsf Roo=-FRAMI\JG: LIVE LC.",D _/2LO -□-A_ LOAC L/' 80 ,LOCR rn.111/INC: L/36C & TOTA_ LOAC L/240 WIND LOF.DI1\G: X 8.131" cfu, X 0.162" d·a X D.' 31" dia. /\SC::: 7/10 FOR \VND UPLIFT, nJSSES Sl-1\LL BE DESIGI\EJ WITH /\ tvl N )-Al; I OAIJ CONIJl II0\J :J-:, 1-'SI-OP CHCKI; A\11) ~ -'~;1-H:J I 011/ CHORD_ = Sc ~ 16d ~ Sd ' I _COi! (cd 1.80) '10 psf 'O pd , C· psf 0 ::isf 5 '.)Sf ~:::/\C-ICI\S C /\LC U_,'\TEJ FOR THE B :::/\RI\G POIN-S OF ~COF -RUSSES S---1/\LL ~F ~F-l.JCFIJ. s=i=-cI=-1cAI I Y, ATTIC Fl OCR Iv=-I CAIJS '.':OvlRINFD 'NIT!-~C:JF _II/[ _0/\DS SI I/\LL [3[ 'vlULTIPLl=C DY C,75 W =\J COvl □I\J[D w/ D[/\D L0/\0, 3ASC W\JD s=i::::::c (ASCE 7-1C) \AEAN ROCF H:::IC-T 'WOF PITCH 3UI_DING Ci\E~ORY 26.0 "T :,/12 =xPosu~c c,'\TGCJRV ---------------------a NT[R\JAL PR[SSUR[ =:o=Tc [\JT COlvPONFNTS & C AIJIJl\10 All~WA~IF PR=-ssuRFS TRIBUTARY NE'lOR ECGE STRIP (:: SF): ARCA ( sf) LCJN[_ (PSI-) n ~ L'-6" 1C 113,2 19.8 18.2 24.4 50 +16 . .3 -17.9 -16.3 -2C,6 1 CD +15.5 -17.C +15.D -19.0 ENC _OSED I .rn GARAGE DCO'l PRESSURES (PSF) 1 CAR G.A.RAG[ +16.3 JCOR (8'x7') -17.9 2 CAR -15.5 GA.RAG[ JCOR -17.0 (H/x/') TI-E VA_UES A30v''=--A;:.:_ AL_OVv'AB_E WII\J =i~:::SSURE VALL'=--S (ASC). THE A30VE \NII\-) :i~=-ssL,RFS H/\VF RFFN RFIJL,C =-D Fl Y CJ.68 /\S FFRlvlTTFD Fl Y -H=-/111 O\N1\RI F s-RESS DESG~ McTHCCOLOGY. co FJRT7c, RECLCTION Sf-ALL BE 0 c,~ITTED. ljCOtv1rONEN-& CLAJJING 'vVALL :::LEtv:=::\JTS SHA_L BE CESIG\JEC FOR BOTH FOSITIV= AN=:; l\[GATIV[ PR[SSUR[S SI IOWN N TA □L= AGC\/=. ~. LINC.AR INT[RPOLAT Cl\ S F[RMISSAG L[. \3FLUS = FR[SSUR[ A\JC MINLS = SUCTION. ~ IH=-lJISIANCC 'CJ' 1-R:JM O,J ISIL::l CORI\CRS 01-8l, LlJII\G SHALL cil CESICN:::c FOR EDGE STRlr rR:::SSURES. °CE ICN OF WNDO'NS/DOCRS =-ASEI\INC TO Tl-::: 'NALL FRA!iv1INC IS THE RI-PCI\Sl-l I IY 0-IHI-WINl~~)W/IJOOR Mt-.\lUI-./Sl,PPI 11-R & SHAI I Ml-I-I TH ABOVE I\OEC POSIT VE ANC l\:::CA-IVE PRESSURES. 1/2" FULL ANCHORING HEIGHT SPECIFICATIONS ANCHORING SYSTEM THE THREADED ROC ANCHORING svs-EM SI 1/\LL C QNSIST QF 3/8" DI/\. /\307 Tl IRE/\DED RODS, ORIENTED VERTICALLY AI\D AT-ATCf-ED TC THE FCUNlATIOI\ AND TO -HF UPPFRMOST Pl ATF AT -H~ LOCATIONS INDICATED IN THESE D:JC UMENTS. ABOVE TCP PLATE, PROVIDE A 2" x 2" x 1/8" S-EEL WASHER. FAS-E\J WITH A NUT AND ALLOW AT LEAST 3 Tf-READS TC EXTEND ABOVE TIGH-E\JED NUT. (TYP) RUlJ INS I ALLA I IUN: A I ALL PLA It:. Pt.Ne. I RA I IUNS, PROVIDE A H:JLE IN THE PLATE 1/4" LARGER THAN THE DIAVETER OF THE THREADED ROC USED. WHILE SI\JG_E CONTINUOUS RODS ARE PREFERRED COUPLERS (SIM-'SUN, C NW UR t:.CUAL) MAY tl t:. US=-lJ IN C ASt:.S WHERE ONE CONTINUOUS ROD IS UNFEASABLE. Tf-E ROD SHALL BE II\STALLED ArrROXIMATELY CENTERED IN HOLE. RODS MAY BE SLAN-ED FROM TRUE Vt:.R IC AL tl Y A MAXIMUM Oc 2 INC Ht:.S IN 10 c t:.t:. I I U AVOID CONFLICTS Wl-f-FLOOR AND WALL FRAVII\G. Tf-E NUT ABOVE THE urrERMOST rLATE SHALL 3E SECURED OVER THE WASHER TO A S\JUG-TIGHT CUNlJIII0N PLUS UNc.-HAL-IURN Uc A SIANlJARlJ WRENCH (APPROXIMATELY 30FT. -LBS. OF TORQUE). DUE TO SHRINKAGE AND COM 7 RESSION CF B UILCING CON TRAC TORS SI IAL_ R[-TIGI IT[N NUT T:J 30 FT. LBS OF TORQUE AFTER ALL TRADES ARE ATTIC SPACE 2x ROOF TRUSSES HEATED SPACE 8' Pll Hl -/- (MAY VARY) 2x WALL ROOF DEC KING 2x ROOF TRUSSES GARAGE ATTIC SPACE 2x FRAMING 5/8" TYPE X "OR" EQUIV. GARAGE NOTF: MFC HANIC Al PFNFTRATIONS AS PER R302.6, FB C 2014 CNE LEG OF 2x4 X G RAC= @ 48" O.C. SIMPSON A3.3 CLP CS20 STRAP Vi/ 14 10d \Al S (7 EA E\D) -(7) 17rl ~All S 12d NAILS © 4" O.C. -.. 3 OTTO\A CHORD OF G/\oLl lND IR~SS W/ 12d TOE NAILS @ 8"0.C. -o :::ouB LE TOP "LATE GOTTOM Cl IORD cr:~- C.: O\AMON I RUSSlS © 24" C.C. ISO. END -Cs) 12d N111i:s @ EA. nuss CCNTINLCUS 2 x 4 x 8' #? SYP I A TFRAI BRACE @ 48" O.C. -DCUB LE TOP ~LA-:: H5 CI IF FRCI/ clLOC-<ING 10 ]cl_ TO" PLAT= 2x4 '--~_OCKING@ '1~" O.C. 3cTWEcN GAB_E END TRUSS A\D F RST C OM\/1CJN -~uss OF LATERAL BRACE TRUSS PLATFORM TO GAB LE FRAMING SCALE: 1/2" = 1'-0,, N 0 N 'O' '~ _ _/' . u C . (f) C 0) (f) (I) 0 C 0 0... +- (f) (I) rn +- _c 0) L lfl ~ oJJ • .-----i lfl Q) ~ CD LD (Y) co ~ I '7"" Cu co (;J ~ '7"" 0 0) I ) lfl Q) ~ ~,\ ,{ ''\~ \'.,. ', ~"-' ' -~,>-"c._ --1 = ,',,.Y ., \\ Lil 4- 0 '7"" ..+--) Q) Q) ~ w '7"" I"" N ~ cti ,......, p_, ~ N ~ C.D ~ ~ n Q) ..+--) cti Q COMPI FTF ANn PRIOR TO INSUI ATION. FF@ MAIN SPACE 2x4 ou-LOOK['? © 24" O.C. A_IGN O~l OU I LOOKlR w/lA~ H X cl Ri\C.: l O'i 2xL BLOCK @ 48" O.C >--f-------~--f--- [PCXY ANCI IORING: ALL Tl IR[AC[J R:JDS SI A_L [3[ DRILLED & EPOXY ANCHORED. SEE INSTALLATION CHAR-~oR FMR ~oMFNT Al\ l FDGF DISTANC F RECUIREMEI\ TS NOTE: A. R0CF SHC:ATHING SI-ALL BE STAGGERED AS SHOWN WITH _ONG :::I REC-ION OF PLYWOOD TRANSVERSC: TO TRUSSES OR JOISTS. ROOF SHEATH NG S-IAL_ BE FASTENED TO R0CF FRAMING W/ 8d RING-S-IAI\K NAILS W/ THE FO_LOWING MINIMLM DIMEI\S ONS 1. 0.1' 3-INCH N0M NA_ SHAI\K DIA. 2. R NG DI/\. o~ 0.012 OVER SHANK DI/\. 3. 16 TO 20 R NGS r'ER INCH 4. 0.280 INCH FULL RCUND HEAD DIA. c, 2 INCH NAIL Le.NG I H FULL HEIGHT ANCHOR INSTALLATION CHART (i\\l ,· '\ '/E\ <C) D :: '· } THREADED ROD ./ '-._ _ __/ "·-_,I FF @ GAR. J C DWELLING / GARAGE FIRE SEPARATION DETAIL (F) EJG::: o=-SHE1\R\'\,'i\LL :JR lJ=-C KING I\AII SPACING A- SUPPO=s:TED EDGES, 6" o_r::_ MAX. @ RCCI 4'· O.C. 'WALLS U.O.N. S-1EA-7ING S:'::E '1VALL --.· .· s-CTOI\S mi Tl IC><\JISS SCALE 1/2" = 1'-0" 0 • ··-. ', ':·----•• .,,__ ., o,, • o,,, ,., , , , , , , , , , c·',,,, ,-... , , , , , , , , , , , o •,, o •,, o •,, o , • <, '< <,.' < •• ' < •• ., i :I ., i 2x4 B_OCK@ X BRAC::- (4) 16d \AILS - (4) 12d (2ES) TOE NA LS FA. FNO, "'iOM RI OCK IC /RUSS 101' CHORD SI\APSCN A 33 CLIP (2) 12d NA LS - 2x1 cl LOC KI\G @ S l=A-1 I NC cOINT ROOf SHcAlf-lNG PE'i PLA~ = /. (3) 17cl ~All S TYrlC AL AT V,RTIC Al S SEE \OF #7 -'. (4) 12d TOE NAILS (? , A. SIO,) ?x4 X lR C,. @ '18" O.C , , C SFF NOTE #2 12d @ 4" O.C. FROM LA -::RAL BRACE TO · .. BLCC-< E_OW- ',,, ',, 2x4 SC □ \AIL[□ TC TRUSS 1 V,Fn. WEB IS NOT RESE\T 2 x 4 BLCC-<ING © 48" O.C. □[TW[[N GA □L= AND 111ST IRUSS MATCI FXIS-ING HURR CANE C_IP H5 @ EAC f- OULOCK::R TO" C HO'iD ,F GA3 _E END -R,JSS OROP 3 . /7" Q_ 0 u ~-----B 'iAC E VER TIC AL VEMB ERS I 01 GAll, ,NO TR.,SS P,R /RUSS Mr~ DllAI_S .--(2) 12d \AI_S C S20 ST'iAP W/14 10d NAI_S --R OTTCJI/ C -IOR8 CF GAB Le E\D -,USS (2) 2x -op P _ATE ~----2x STUDS PER PLA~ * \0 llS: DA. WUUlJ PLA It:. C UNC Rt.It:. WASHt:.R t:.Mtl c.lJl/t:.N I t.DG:. CCNT. 7 x 4 x R' #7 SYP _• LA -ERAL BRACE @ 48" O.C. w/(3) 17d INTC ,ACI I TRUSS clC OM Cf-CRU HS CLIP © 48" 8.C. F'iO\A ~· B LCC KINC -o DBL Tor rLA -:: 1) WHE'iE "H" EXCEE:::S 7'-8" X 3RACES Sf-/\LL BE 2x6. HULt:. H0Lt:. SPt:.C. lJt:.PIH 3/8 1/2" CIA 1/2" CA 2 X 2 X 1/8" DIA. 4" 4" 1/2 5/8" JIA. 9/16" DA. j X j X 1/,J'' lJI/\. 6" 5" 5/8 J/4" JIA J/4" DIA 3 x 3 x 1/'1" r:JI/\_ 7 c;" ,v 1 c" MONO STC:M THREADED ROD INSTALLATION CHART (2) 2x TOP PLA TC:S ~-.. (SYP #2) \ / .,_ er .. . "' -· .-2 X -FRAf ING I . ·· / / n/ 11111 Ill II I 111111 111 __ TYPICAL WINDOW FRAMING SCALE: 3/8" = 1 '-0" j" x j" x 1/8 " IHICK WASHER W/ NUT PLA It:. HI .. HF ArlFR, SFF FRAMING Pl AN 2x SIUJS@16"C.C. (SPF 1/2) (2 K NGS (2) oAC KS 1/2 ' lJIA. 11-Rt:.AlJU) RUlJ TO::, OF SUFl ~1 OOR 2x P. -. DAS[ ::,LAT= 1/2" COUPLER F.F. S[[ ANC I IORAG[ SYST[M NOT[S FOR ATTATCHMC:NT lJIS I ANC t:. 2" 3" 2 1/2" 3" 2 1/2" 3" MONC STEM (?) ?x_ -op Pl ATFS (svp #2) cm " 1,, I NAILING -o INT:::;:f,1ECIATE SJ::PORT S 12" O.C, \IIAX, R:J:JI, 4" o_c. W.4II S UO\ PROVIDE 2x4 WJ RI :-:CKI\J(; A O\JG UNSU' >OK =-lJ 1-WU- S-ffA-7ING EDGES TVP. STUDS o:;: ROCF -:;:usSES /' I C ., ' " " " " . Iii 11 . " " " f l1V 2) Wf-ER:: "H" EXCcEDS 10'-6" X BRACE MEMB ::Rs SHALL BE NAILED TO v::RTIC AL WFR (OR SCAR) AT FACH -RUSS PLATFORM FRAMING GABLE END '"AILING REQUIREMENTS FCR SHEATH NG -OR R0CJf lJt:.C K & SH~ARWALL lJt:.I AIL SCALE, 1/4" = 1'-0" SIMPSON LSTA 24 W/ 18-10d NAILS, TIE - [NOS 01 WC PLAT[, & I l=AD[R ALONC INTERIOR SIDE OF WALL 9'-1'' PLATE HT. Lx10 HOR W/ (2) SIM:::,SOI\ LST/\ 18 STRAPS TIE END o~ HCR TO FN0 OF wr; POST CONN TC 4x6 WD 2x10 DOX[C □[AM PCS I W/ (2) 1/2" lJI A SIUlJ ti OLIS ,-3'' x .3" x '/8 " T IIC K WASHt:.R W/ NUI PLAT[ I IT .. HEADER, s::::: FRAMII\G PLAN 2x STUDS @ 16" O.C. (SPc #2) 2x~ Ji\ 01 4x 6 CKS WD E/\ SIDE PCST 4x6 W )x4 K D ::,OST IN(;S fA Slllf OF 2x ~ J/\C K I ICLC S 1/PSON I D.305 W/ :i/8" lJIA. A.ti (2) 5/8" DIA. ST COWN ' 6" t:.1/ ti t:.lJ& JD BOLTS ------ . ' ' ' --------II :: II II -~ f· ~ ~ II ')Hf II ,,(~'· '~ .••-II -·" ~ II - " " ' ~--·--·-- ----. •. -~ ' ·-... ··• • SCALE 1/2" = 1'-0,, I ' ' ' ' ' j" x j" x 1/8 " IHICK WASHER W/ NUT ' ' ' ,-j" X j" WASHER X 1/lo " II-ICK W/ NUT@ BOT ---(?) SIMPSON STA 1 R FA FN8 TO FA J/\C KS E/\ SIDE OF HOR (2) 2x JACKS FASTEN W/ 10d NAILS STACCERED SPACED 6" 0 C. EA CJ _y TYP (2) 2x KINGS ATTATCHED -o AJJAC EN - STUDS W/ 10d N/\ILS STAGGERED SPAC C:D 6" O.C. EA PLY TYF, UON 7 /16" Ar'A RATEC WALL SH:::ATI-ING !\AILS @ 4" 0.C. EDGE & 8" C,C. W/8d LD FIE CF HOR (2) KINGS 2x P.T. B ____ ... · ASE PLATE '..,, ,,t ... .. -~ ATTA TC I I TCP & DCTTOM "'LA T[S W/1 Od NAILS @ 3" 8.C. (2) J/\CKS 1/2 ' DIA. Tl IR[AD[D ROD TOP OF SUB FLOOR 2x P.T. EASE PLATE 1/2" C OU:::,LC:R SEE ANCI-ORAGE SYSTEM NOTES FOR ATTATCHMFNT .· .. ,t ... .. -~/ "•--~ ; I THICKEN SLAB EDGE FOO-ING SLIDING GLASS DOOR FRAMING SCALE 3/8" = 1 '-0" Structural F.F. Details TYPICAL DOOR FRAMING SCALE· 3/8" = 1 '-0" SCALE: Vories Q) u ~ Q) +l 1:1 Vl ' .-I V1 Q) (1J ~ N (1J V1 rl 0., ,..., Q) ~ 0 Q) N 1-;J ('!) Q) ~ b (X) '7"" ,---, 0) 0 ['-- 0 ,---, I I N N 0) 0) GJ N N ul I ~ '7"" ~ '7"" 4-,Q cd 0 om µ.., 0) rn (]) cd s ~ 0 •r, H X 0 ,......, ~ s ,......, 0 ,......, +J <C rn ~ u _JL___, \:;.•••c L, 2x4 ST vD SHEATHI\JG , , We A I HcR cl ARRlcR ( I yvek "or" S-UCCO FNISH =-gu1v. J C ONC: RETE SLAB . i-: L 1/4''. · -DRIP , ·1' ')" AJQY"' Grode SC REED (f.friMJrr) ~ (lnstnllerl Per ASTlvl s-o~rlc:nJ 106.J-C:,J) Stucco Termination @ Bose Of Wood Frame Structure (Slob) NOTE: · INISHllJ S lJING ScRVlS AS C CLNTER FLASHI\JG W80D s-RuC-URAL FAN"L-, @ CADL[ -AC[ LAP SICII\G "OR"--.. ,, STUCC8 FINISH >---- Cl M \I I SI IINC;I IS-, TC FLASHING ROOFING Scale· 3/4"-1' o" NOTE: WlA I HlR-RlSIS I IVl BARRI ER \!UST EXTENJ DOWN OV[R 1LASI 111\G (INC: I ,Jl;f Mf I Al A I H w/ STUCCO "INISI-) / -,, RCOF rJFC KI\JC '-:/'x ')" GAIV. flASI-II\C; C 0\1-INUOJS (76 Go, Gelv, \Joi In Lppcr 1 /3 rort'on) ROOF TO WALL FLASHING (Perpendicular) Scute: J/4"=1' ()" NOT": W· A I -If R-Rf SIS IVf BA~~ ER MUST EXTEND COWN OV[R 1LASI IING 10, LAP SIDING (INCIUrJF MFTAI IATH w/ S-UCCO FNISH) WOOD STRUCTURAL PANEL S-EATHING ROO, C[C ,<ING ROO, D[C <:11\G ~c<1:::KCT/SADCL= s"x s" GALV, FLASHING C ONTII\UOUS (26 Ge, Gav,) CHIMNEY FLASHING (All Exteriors) Sco,'c: J/4"=!'-o" Designed 1n Code, 2017 NOTE: Accordance With The Seventh Edition, Rev. Note: \JOTE: WOOD STRLCTLRAL PANEL S l[ATI 11r,,G M"TA I AT-E AND WH"RE WOOD CON-ACTS STUC C 0, COVER WITH TWO-LAYERS OF Wf A I Hf R-Rf SIS I IVf BARRI ER I/UST EXTEND lJOWN OVLI, I LASI 11r,,G w-AT I[, R[Sl"-IV[ BARRIEC( STUCCO--.. \ffTA IA-H" -~ - FLASHING (26 Go, Galv,)-· ... TREATED LUMBER WIT!--·-. HOI rJ-rJOWN ANC I-OR lJRIP CAP c;RAllf - - I- i Stucco Termination @ Bose Of Wood Frame Structure (Off-Grode) Sca,'e: J/4"-1' o" WOOJ STRUCTLRAL PANEL-. SHlA I HING W[A T H=R-R[SIS-IV[ - B ARRIC:"? T HROLGH WALL FLASHING _ 1 WEEPHOLES -/I ;: ' STEEL LIi\ -EL ___ .. -ITTlcc--', SEALANT--"" BRICK VENC:C:R 3EYOND AT IAMO SEALANT-, ' SLOPED B" CK SILL - W"EPHOLES THROJGH-WALL FLASHING ,, (INSTALLED BEFORE WINDOW) •:,uj, WOOD ST~JC TUR/IL PANEL - ----1•,_1 WJi~~fE~ RcSISIIV-----:·::-,, - BRICK Ve NEER-. ' AIR SPAC:f .. --·· (DOORS SIMILAR) CROSS-SECTION @ WINDOW HEAD AND SILL (Brick Veneer) Scu,'e: J/4"=1' O" NOT": WEA THER-RC:SISTIVE BARRI::" MJST EXTEND DCJWN OVFR F ASHINC (INCLUDE \IETAL LA-H w/ STUCCO FINISH) WOOD S-RIICTIIRAI PAN"I - SHEA H NG LAP S D11\G "QR"-, STUCCO FINISH s"x 5" CALV, 1 ASI IING CONTII\UOUS (26 Ga. Galv., Neil In Upper · / j ~ortian) ,-CEMENT S-111\CLES TO 0 LASI-I\JG ------~---- -ROOF J"C KING ROOFINC ROOF TO WALL FLASHING (Perpendicular) Scctc:: 5/4"=7'-o" Florido Building Dec. 31, 2020 SEALANT-., S Dl~G WEA THC:"?-RESISTIVE BARRI ER METAL FLASH NG (26 Go, US[ [] [ARING PLA T=s, WASHE"?S, OR PREFA3 SPACfRS Q AIIQW fQR J~AINAGE JSE STAGG"REJ BOLTS OR SCREWS WOOD STRUC TURA_ r A \JEL TREATEC LUI/BER WEATHER-RESISTIVE SYSTEM AT AN EXTERIOR DECK Sccte: 3/4"-1' o" WOOD STRUC-URAL PANEL-, T\NO LAYERS OF WEATHE~-.• RES STIVE B /\RRIER MflAI ;~~~CO--r,1•,. HEAD "LAS I-ING (26 Ga, Galv,) /2 j ~>-] ---- Sf Al AN I .. -- SILL FLASHING (26 Ga, Galv,)-~,~ TWO AYFRS OF W"ATHFR 1 1 =( RESISTIVE-BAR~ ER "j~$ J \IETAL LATHE -------~; "TUCCO-· · . -- wocin STRUCTURAi PANFI -' - (DOORS SIMILAR) CROSS-SECTION @ WINDOW HEAD AND SILL (Stucco) S::cile: J/4"=1' :/' 16" WIDE ROLLED--- VALLEY FLASHI\JC (26 Go. Galvinized) -CEMENT S-IINGLES TC "LASI-II\G Galv,) "-ROOF DECK NG ROOFING VALLEY FLASHING DETAIL See E:xoct E: ngineering Structural Specif/co tions, Attocheo/ For FLASHING DETAILS SCALE VARIES WINDOW~· WOOD STRUCTURAL PANEL-. S1-EATHI\JG ~RICK Ill B CC(::: K VENEER- TC(EA TED LUM3 ER- WEATHER-RES STIVE B /\RR ER W· f P HOI f S ,-THRCJUCH WAI I FLASHING (26 Ga. Galv.) GRAD[ -_,_ 1::::-,--- FLASHING SECTION @ BRICK LEDGE Scoi'e: .3/4"-J' o" -SHC:ATHl~G ,, r L:: 1 ==J=;--;--------,--W-E-A Tl-ER BA ~RIER . . (Tyvck "Or" Ecuiv,) I -F .ASHING A~PLIEJ B El-IND WINJOW FLAI\GE SEA LA NT APPLIED B ETWEENc ·I ANCc & fl ASHINC SELF-FLASHING WINDOW INSTALLATION TYPE "A" (Top View) Scc,'e: J = 1 -0' WINDOW TYPE "A" ( Self-FIClshing) NOTE /-WFA-HFR-~"SIST VF fl ARRlf" - I AP OVf R I OP Of MUAL HcAL; fLASHING WOOD SIDING GED OF SEA.A NT .-HEAD F _ASH INC (26 Cc, Calv,) WOCC STRvCTJRAL PAN[ SI l[A-1 I NG SU\L/\N I '~I.I __ ,,-----SILL ,_ASIIING (26 Ge, Galv,) ---.. C~ P EDGE -... _ -:::AULK NG/SC:ALAI\ T WITH BACKER ROJ -WII\IJCJW fl ANC:f -woc1; Sllll\J(; WOCC STR,,C:T.IR/\1 FANE SHEA H NG (nOORS SIMII AR) CROSS-SECTION @ WINDOW HEAD AND SILL (Siding) 5ccte: 3/4"-1' o" SEAL WINCOW orENII\C WI-H SELF ADHESIVE TAPE AS REQLIREC -J'\YWAI I BY WNDOW M/\NJF/\CTU~"R -S1-EATHI\JC r •-==1=:::;--:;;~-----~--Vl-'E_A_T_H"R BA~~ ER (Tyvck ":J•" C:qJiv.) ----"-"---- WNCOW ~/ SEALANT APPLIED BEHIND -' w Nl:ow f I A~Cf AS Rf OU Pf I) BY WINDOW MA \JLFA::: T JRER -F .ASHING APPLIED OVER WINJOW FLAI\GE (Use Sel" Adhesive Tepe) WINDOW INSTALLATION TYPE 5 ~:,~ ·;,,~,,-~,Top View) STEPS: AS REQUIRED BY WINDOW MANUFACTURER II\ WA ER SHEDJ NG FASHION STARTI\JC AT THF RASF OF THF WALL & WORKING TOWARCS THE TOP, INSTALL T-E TYVEK "QR" EQUIV. TO THE FACE CF THE SHEATHI\JG, 2. APPLY SI_L FLAS-IING 3, APPLY JAMJ -LASI ING ~, /\PPL Y B E/\D OF SE/\L/\NT /\ROUNJ 1111 Pl 1111/1 II , Cll 1111 Ii ACK SI JI ( NTERIOR SJRFACE) OF WINDOW F_ANGE. 5. 11/MFl ATFI Y INSTA I WINrJOW ,JSINC ,-AN HC:AD SCREWS TO FACILITATE I\JSrECTION. 6. APPLY BEAD OF SEALANT AC ROSS THE FACE OF THE MOUNTING FLANGE AT HEAD. 7, /\PPL Y HE/\D "LASHING. 8, R[MOV[ PR[VOUSLY APP.ICC TAP[, ALLOWNG TYVC:K "QR" EQUIV, TC _/\ v F _/\ T OVER HC:/\C 1LASI 11\JC, APPLY \J[W SI l[AT IING TAP[ OVFR r; ACONAI CUTS A-C CR\JFRS. WINDOW TYPE "B" STFPS: II\ WA ER SHEDJ NG FASHION STARTING AT THE BASE OF THE WALL & \I\IORKING TOWARCS THE IOP, INSIAI I 1-f IYVfK ''cJR" EQUIV. TO THE FACE CF THE SHEATHI\JG. 7. APPi Y SI I fl AS-IINC 3, ArrL Y BEAD OF SEALANT AT BACK CF WINDOW F _ANCE & SC:T W NDOW USINC FAN HC:AD SCREWS TO FACILITATE I\JSPECTION. 4. APPLY BEAD OF SEALANT AT SIDE JAI/B S (DOOR OPENINGS ARE SIMILAR) -lllAlJ ·LASI ING -TYV[K "OR" 10UIV, -WCOD STRUC -UR/\L PAN[L/SI l[ATI IING ,-SI LL FLASH 11\ G & EXTENJ AS RECJIREJ BY WII\DCW MANUFAC-URER 5. APPLY JAM3 "LASI-ING 6, APPi Y flfAIJ Of Sf Al AN I A I HfAIJ. 7. APPLY HEAD "LASHING. B. Rf MOVf PRf V OUSI Y APP If 1; I APf, Al I OW NC TYVC:K "OR" EQUIV, TC _Av F _AT OVER HC:AC FLASHI\JC. APPLY \JEW SHEATHING TAPE OVER C AGONAL CUTS A-C CR\JERS, WINDOW OPENING DETAIL Scale: 1/2"-1'-o" Revised: 02/4/21 . u C -(/J C 0) (/J (1) 0 C 0 0... +- (/) (1) m +- .£: 0) L >- Q_ 0 u Ul ~ Q[) • ..----i Ul Q) ~ I ) Ul Q) ~ Q) u ~ Q) 1j , c-1 Vl Q) ~ Vl c--1 Q) ~ Q) I-;, Q) ,C E-, CD LD CJ co I -tj' co CJ -tj' 0 v.l +l m lD N lD r-, µ, 0 N C0 L() 4- 0 L() --+,-) Q) Q) ~ U]_ -tj' ['-.,, N ~ (1j .----, P-, ~ N ~ lO ~ ~ n Q) --+,-) (1j ~ aJ -tj' ,---, o:i 0 l,'-- 0 ,---, I I N N o:i o:i Q)N N o I I ~ -tj' >< -tj' '+-< 0 coo 0 o:i µ-, o:i • r-, H 0 ,........, µ., ,........, ,........, <r: Vl Q) s 0 X s 0 +,) Vl ~ u SYP#2 LEDGER ATTACH TO EAP::t SJJ!p QB mtJSS Hrn PER SCHEDULE BELOW WALL SlUDS O 15• DC oa 1RUSS HEa 0 24" oc UON I EPGfB 51Zf ,t NAIi ING 2ll6 w/ 5-0.l31ll3" ~ 2lcB w/ (4)0,1J1x3" PLUS (4)1/,1. •1ttx~" SOS SCREWS 2x10 w/ (4)0,l31x3" PLUS (6)¼"Wx4½." SOS SCREYl'S 2ll12 w/ (5)0.131x3" PLUS (6)¼•ell4,lS:. SOS SCREYl'S WALL Sl U O S O 16" o c oa muss H m 0 24" o c -F'ASTEN LEDGER TO EACH WAI I SJJID DB m1tss Hta (MAX 24" OC FASTENING) = 1. SEE PLAN FOR SPECIFIC LEDGER SIZE 2. INSTALL LEDGER m!Eli, WALL SHEATHING WHEN SPECIFIED ON PLAN J, muss TO LEDCER CONNECTION BY TRUSS ENGINEER. NOT SHOWN F'OR CLARITY LEDGER CONNECllON , t : - t ( 3 } 1 2 d : 1 C O M M O N ~ O 1 2 " O . C , E A . S O E ( 2 ) 1 2 " O R S M A U ! R 1 . 1 1 . , ; t J f t = ~ , ; , 1 [ 1 ~ - S C R E W O 2 4 • . . . , ~ o c • ~ ( 2 ) 1 0 d ~ ~ ~ o i ~ . ~ c o G R E A T E R ~ ~ ( 2 ) 1 2 " ~ ~ ~ f l ( 3 } 6 ¥ . . ~ { 3 ) 5 • " ' F A S T E N l , V . S T E R ( 3 ) P L Y 1 . 1 1 . = ' ! R U S S I . O K W O O D S C R E W O , S - O C ' h F A S T E N M A S T E R 1 R U S S L O K ( 4 ) P L Y 1 . 1 1 . W O O D S C R E W 0 1 6 " O C 2 l ! U L 2 l l l e l l S I 2 l i e l l S I 1 , T Y P I C A L C O N N E C T I O N A T S T U D C O L U M N S , J A C K - T O - K I N G A S S E M B L I E S . C O R N E R P O S ' I S , E T C . 2 . S E E F A S l E N M A S T E R F O R l R U S S L O K I N S T A L l . A T l O N R E C O M M E N D A T I O N S 2 B U I L T U P M E M B E R F A S T E N I N G S01 ONLY WHERE NOTED ON PLAN S D 1 T Y P I C A L . A P P L Y ' M - I E R E A P P L I C A B L E MSTA24 POST SlRAP~BELOW '\._HTS16 SlRAP Pl AN YlfW OE BEAM AI ~ Pl AN YlfW PF BEAM AI = @POST FASTENING SD1 TY'PlCAL. APPLY VtHERE APPLICABLE = 4 l l 4 P O S T : A 8 U 4 4 6 x 6 P O S T : A B U 6 6 POR C B l l 8 P O S T : A B U B B SL A ¾" EPOXIED 6 M l N B EY A T I P N O F B f A M = - - - - - - - ~ [ Q ] = 1 . S E E F I R S T L E V E L F R A M I N G P L A N F O R A N C H O R L O C A 1 1 0 N S . ~ ~ i ~ ~ o f ! r o 1 r E P O X I E D 7 ½ _ " ¾ " e T H R E A D E D R O D E P O X I E D M I N 7 1 $ . " 2 . ' T H E E M B E D M E H T O E P ' T H S S H O W N A R E l ' l ' P I C A L G R E A T E R E M B E O M E N T D E P ' T H S M A Y B E R E Q U I R E D W H E R E S H O W N O N P L A N ( L E . A T G A R A G E R E l t l R N S ) 3 . L T l 2 0 8 H O L D C O W N S A R E O N L Y R E Q U I R E D T O B E R E C E S S E D I N T O S t . A B W H E R E F R A M I N G I S P A C K E D 1 1 C H T A N D P R E V E N 1 5 I N S T A L L A T I O N W l l H I N ' T H E W A L L L T T . 2 0 8 M A Y B E R E P L A C E D W l l H D T T 2 Z I F l H E R E 1 S A D E Q U A T E R O O M I N ' T H E W A L L F O R I N S T A L L A T I O N @ P O S T B A S E A N C H O R S 0 1 O N L Y V ! H E R E N O T E D O N P L A N = - = ~ 1 : o l d • n . l o l g " o d " " ° " " " l o d P t \ d l t i o o l g n . U . e m i l l l l b e w m f l o d o n a r , y e l ! o d r o n l c " " ' " ° . _ F O R T R E S S E N G I N E E R I N G G R O U P , L L C R E C E I V E D S y T o n i G l n d f o t S # ) f t r g e u t 1 2 : 2 1 p m , A p r 1 9 , 2 0 2 1 F L C A # 3 4 1 1 7 9 0 4 - 8 2 1 - 7 3 0 0 4 6 5 1 S A L I S B U R Y R D . S U I T E 4 0 0 J A C K S O N V I L L E , F L 3 2 2 5 6 J : B Q ! f i l J E W E L S R E N O V A l l O N 3 2 0 P L A Z A . A T L A N l l C B E A C H , F L 3 2 2 3 3 F E G 1 0 B # F E G 2 ! - 7 4 4 - 6 - 2 1 S T E P H E N M c C O R V E Y F L P . E . # 8 8 7 2 3 S 0 1 W A L L R E M O V A L F O U N D A T I O N P L A N S C A L E : ~ o = 1 ' - D " F O U N D A T I O N L E G E N D - - 1 F O O T I N G E D G E F O O T I N G N O T E S , . T H E F O U N D A T I O N P L A N S H O W N O N L Y C O N V E Y S s m u c T U R A L I N F O R M A T I O N . D I M E N S I O N S S H O W N O N P L A N A R E F O R R E F E R E N C E O N L Y . 2 . S E E A R C H I T E C T U R A L P L A N S F O R A L L D I M E N S I O N S . D I M E N S I O N S S H O W N O N P L A N A R E F D R R E F E R E N C E O N L Y . N E W F D D T I N G S A N D F O U N D A T I O N S S H A L L B E I N A C C O R D A N C E W / C U R R E N T . L O C A L B U I L D I N G C O D E S . 3 . S E E " G E N E R A L F O U N D A T I O N N O T E S " . D N P A G E C 1 , F O R S I T E C O M P A C T I O N S P E C S , S A W C U T S P E C S , A N D F E A T U R E S N O T I N C L U D E D W I T H I N T H I S P L A N . E X I S T I N G F O U N D A T I O N S H O W N F O R R E F E R E N C E O N L Y H U S 2 6 - 2 L G U M 2 B - 2 - S D S M A S O N R Y H A N G E R I N T O S O L I D G R O U T F I L L E D C M U W A L L R E C E I V E D B y T o n f G l n d h i l P O l ' f l « ' " t 1 2 : 2 1 p m , A p r 1 ( J , : Z O Z 1 T h . . l t e m l l o o i - , , d ~ l a l f y o l g n o d a n o . . , . . o d b . , D l • ~ ! > o n L . ! , l o C o r , o y o n l h o l A l l o o d j o c u n l t o U I O o e o i . ; : : : . - - - L - = ~ t : - = . : . : : . F O R T R E S S E N G I N E E R I N G G R O U P , L L C F L C A # 3 4 1 1 7 9 0 4 - B 2 1 - 7 3 0 0 4 6 5 1 S A L I S B U R Y R D . S U I T E 4 0 0 J A C K S O N V I L L E . F L 3 2 2 5 6 P R O I E C T J E W E L S R E N O V A l l O N 3 2 0 P L A Z A . A T l . A N T I C B E A C H . F L 3 2 2 3 3 S T E P H E N M c C O R V E Y F L P . E . # B B 7 2 3 F E G J O B # F E G 2 1 - 7 4 . ! : . 6 § U . Q f i l 4 - 6 - 2 1 S 1 W A L L R E M O V A L F R A M I N G P L A N S C A L E : 3 / , , " = 1 ' - 0 " R E C E I V E D L O A D B E A R I N G W A L L T O B E R E M O V E D S T R A P B E A M T O E X I S T I N G S O L I D G R O U T F I L L E D C M U W A L L W / ( 2 ) H T S M 1 6 S T R A P B E A M T O E X I S T I N G S O L I D G R O U T F I L L E D C M U W A L L W / ( 2 ) H T S M 1 6 W A L L F R A M I N G N O T E S 1 . S E E S D 1 F O R S H E A T H I N G S P E C I F I C A T I O N S 2 . W H E R E F R A M I N G M E M B E R S C O N S I S T O F M U L T I P L E P U E S ( B E A M S . H E A O E R S . S T U D C O L U M N S . E T C . ) F A S T E N P U E S P E R D E T A I L 2 / S D 1 . 3 . U N L E S S O T H E R W I S E N O T E D O N P L A N . P R O V I D E S T U D C O L U M N S B E L O W A L L M U L T I - P L Y B E A M S A N D G I R D E R S T H A T M A T C H B E A M / G I R D E R P L I E S . P R O V I D E S O L I D B L O C K I N G W I T H I N F L O O R S Y S T E M A N D E Q U A L S I Z E D S T U D C O L U M N O N F I R S T L E V E L I F S T U D C O L U M N I S L O C A T E D A B O V E . R O O F F R A M I N G L E G E N O H T S 1 A 6 I H I G H U P U F T C O N N E C T O R . S E E N O T E 3 B E L O W R O O F F R A M I N G N O T F S · 1 . 2 . 3 . 4 . U N L E S S O T H E R W I S E N O T E D O N P L A N , E A T R U S S O R R A F T E R M U S T B E F A S T E N E D W / M I N . ( 2 ) 1 2 d T O E N A I L S & ( 1 ) S I M P S O N H 2 . 5 A U S I N G ( 1 0 ) 0 . 1 3 1 ~ • x 1 J ! , • N A I L S . S E E T A B L E 1 / S 1 A F O R T Y P I C A L R O O F S H E A T H I N G S P E C I F I C A T I O N S . W H E N U S I N G ( 2 ) S I M P S O N C L I P S O N 1 ½ " W I D E L U M B E R , P L A C E C U P S D I A G O N A L L Y A C R O S S D O U B L E T O P P L A T E F R O M E A . O T H E R T O A V O I D S P U T T N G W O O D . S E E S 1 A F O R T Y P I C A L D I A M E T E R S A N D L E N G T H S O F C O M M O N L Y U S E D N A I L S I N T H I S P L A N . S H O R I N G I S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R F O R T R E S S E N G I N E E R I N G G R O U P , L L C F L C A # 3 4 1 1 7 9 0 4 - 8 2 1 - 7 3 0 0 4 6 5 1 S A L I S B U R Y R O . S U I T E 4 0 0 J A C K S O N V I L L E , F L 3 2 2 5 & ~ J E W E L S R E N O V A T I O N 3 2 0 P L A Z A . A T L A N 1 1 C B E A C H . F L 3 2 2 3 3 F E G J O B # F E G 2 1 _ 7 4 P A G E # S T E P H E N M c C O R V E Y F L P . E . # 8 B 7 2 3 B y T o n i G l n d l o • p o r g o r o t 1 ~ : 2 1 p m , A p r 1 9 , 2 ' t 2 1 D A T E 4 - 6 - 2 1 S 2