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1983 Colina Ct RES20-0017 Bathroom Remodel RESIDENTIAL PERMIT PERMIT NUMBER ��.. CITY OF ATLANTIC BEACH RES20-0017 \'r ISSUED: 2/4/2020 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 8/2/2020 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. 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1983 COLINA CT RESIDENTIAL ALTERATION BATHROOM REMODEL $39028.00 RESIDENTIAL TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169506 1064 SELVA NORTE UNIT 01 COMPANY: ADDRESS: CITY: STATE: ZIP: PILLAR LLC 3167 ST JOHNS BLUFF ROAD #205 JACKSONVILLE FL 32246 OWNER: ADDRESS: CITY: I STATE: ZIP: EGAN SHANNON TODD 1983 COLINA CT ATLANTIC BEACH FL 32233-4530 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $250.00 BUILDING PLAN CHECK 455-0000-322-1001 0 5125.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.38 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.25 TOTAL: $435.63 Issued Date: 2/4/2020 1 of 2 S'All RESIDENTIAL PERMIT PERMIT NUMBER I `- Sis CITY OF ATLANTIC BEACH RES20-0017 800 SEMINOLE ROAD ISSUED: 2/4/2020 -yrs v%' ATLANTIC BEACH. FL 32233 EXPIRES: 8/2/2020 Issued Date: 2/4/2020 2 of 2 r (To,i 01A1,-,..4_,A.12 City of Atlantic Beach APPLICATION NUMBER :� Building Department be assigned by the Building Department.) 800 Seminole Road {� T.3 ` Atlantic Beach, Florida 32233 5445 ' \ (Tif! Phone(904)247-5826 • Fax(904)247-5845 i o,; q7 %' E-mail: building-dept@coab.us Date routed: I Z ( ( _O City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: n2:. 0._.0,,,,A ( ment review required Ye No Buildir _. Applicant: P 1 (.....Lock 2._ L -0--- Planning &Zoning Tree Administrator Project: i-7 -{Rc-Dom Rvroü _- Public Works Public Utilities Public Safety Fire Services Review fee$ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers /\0.- Division of Hotels and Restaurants N. Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. Denied. ❑Not applicable (Circle one.) Comments: CBUILDIN PLANNING &ZONING Reviewed by: / Date:/-a7'9O TREE ADMIN. Second Review: t Approved as revised. ❑Deni d. ( Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: /Pk- Date:di 1 ,I C) FIRE SERVICES Third Review: ❑Approved as revised. Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY Revision Request/Correction to Comments **ALL INFORMATION rS'°L1 HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. laiv 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES20-0017 ❑Revision to Issued Permit OR 0 Corrections to Comments Date:01/27/2020 Project Address: 1983 Colinas Ct. Contractor/Contact Name: Pillar LLC.Construction Contact Phone: (904)545-4993 Email: Shawn@PillarFl.com Description of Proposed Revision/Corrections: 1. From the 6th Edition of the FBC-Existing Building Code, choose a method of construction compliance/alteration level, C Chapter 3 & 5, and place it on the S1.0 structural page under DESIGN CODES. 2 copies needs. 'Pillar LLC. Construction affirm the revision/correction to comments is inclusiEf tbo Oretabsed changes: ' (printed name) • Will proposed revision/corrections add additional square footage to original submittal? JAN 2 8 2020 QNo EJ Yes(additional s.f.to be added: ) Buiic!inn Department • ill proposed revision/corrections add additional increase •. •..iding value to original suf r►'it al'? 'fir)?, Lf_JNo ❑*Yes(additional increase in building •e:$ )(Contractor must sign if increase in valuation) *Signature of Contractor/Age : 441111111111:00/ , (Office Use Only) 2<,-pproved ❑ Denied ❑ Not Applicable to Department Permit Feeue$ 60•o a Revision/Plan Review Comments Department Review Required: Building _) "Panning&Zoning '711Reviewed By Tree Administrator Public Works Public Utilities g 3 ^(9C) Public Safety Date Fire Services Updated 10/17/18 i 6s ' 'i, CITY OF ATLANTIC BEACH J s 800 SEMINOLE ROAD 5 ATLANTIC BEACH, FL 32233 (904) 247-5800 —Oil 9 BUILDING REVIEW COMMENTS Date: 1/27/2020 Permit#: RES20-0017 Site Address: 1983 COLINA CT Review Status: Denied RE#: 169506 1064 Applicant: PILLAR LLC Property Owner: EGAN SHANNON TODD Email: SHAWN@PILLARFL.COM Email: SEGAN7@ATT.NET Phone: 9045454993 Phone: 3236469647 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments 1. rom the Edition of the FBC-Existing Building Code, choose a method of construction ompl. ce/alteration level, Chapter 3 & 5, and place it on the S1.0 structural page under DESIGN S. 2 copies needs. (PI- a/31 ° Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us E rna;lei 2.40v,e w s /- 2-7 a 0 rrt r Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left A within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. DocuSign Envelope ID:734AFF9A-C2CC-4438-84B6-FBFCB468ABCA OFFICE COPY ;q" 9 ; , 1 xr� .gyp JAN 21 2020 _- -,, Building Permit Application Budding n-,�= � red1o,9/18 J u' City of Atlantic Beach Building Department City f 1 t ( " ALL INFORMATION ,,l_____ , 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY ,l31 IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: /fV c �i?/%2l K/ • 1/24T%%,44 / Permit Number: I\C-J c -v - V U ( Legal Description >�y"'! `!/ e el-v7 S_-?96 RE# / fj�6!—/ce 9r Valuation of Work(Replacement Cost)$ 3q;0..35' Heated/Cooled SF 72 Non-Heated/Cooled ..--71e'7 • Class of Work: New ❑Addition glteration ❑Repair ❑Move ❑Demo OPool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial Clekesidential • If an existing structure,is a fire sprinkler system installed?: ❑Yes lN'INo • Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed: Q7Ur7,,',fy f/I'c 'J 4 r, 'P ,itO1lv-t,moi-) ��a&fea/Ak. e/5- �t>,r'7 DX/ ' i4A ' Y" r*i ,e«A . Florida Product Approval# .Sec er/`�/,,,, for multiple products use product approval form Property Owner Information Name,f/G./,n .77, C�6 Address 1s-�{/cfi�% City /,r. J�pd/. - State C_Zip rJ 6fJ Phone J,?3 -65 -96 7 E-Mail 5 ,_ 4-/1 7 atr; .7-- Owner or Agent(If Agent, Power of Atto ney or Agency Letter Required) Contractor Information Name of Company A/4,�4,/,4,/, 7/1,...AfrA, Qualifying Agent $, c/S' , Address57/1-7c/:-/44� �{/u Es_S-1 b'2 City ,VX State ,/C''-- Zip ,.�jTy.0 Office Phone y 193" 'f9 S Job Site Contact Number ...5-,-,ie State Certification/Registration� # e4e."/,ie.2Z2cc' E-Mail , 5-7/a..0‹..)77 "://,,,,e,..,/, e',74--,Architect Name&Phone#9 f`.7./4/,/4'c J A, -72a-/,•e Engineer's Name&Phone# .6‘21‘,55-;-e, sz/5 9z.'121 -.-i/,,7-�iln5J Workers Compensation Insurer / /c<<-) ic:ti`/d/--e--5y,td OR Exempt❑ Expiration Date Application is hereby made to obtain a permit to do the work and inst Ilations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. 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. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN - ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Sta.in,lnaln, ffein, 1/20/2020 Ille°,,,ie _ `----733808427,-D941C (Signature of Owner or Agent) C roo— (Signature of Contractor) Signe and sworn to(or affirmed)before me this 9Gday of Signed and sworn to(or affirmed)before me this i4 day of '24,4,by 5 ivi, T- , "-c.0- -.1(" ."-T 030,b t/Krt � � 7• -41jIc3-CL D"-- -t (10 g is 4, (Sign ure of Notary) ( :nature of Notary) [ i Personally Known OR personally Known OR Produced Identification [ ]Produced Identification Type of Identification: C--13,40i0.0- pt- 10l430N; Type of Identification: II ;?,, HALEY ELISE BAKER 1 'r'�e HALEY ELISE BAKER `' , = Commission # FF 989863 q;. k, Commission # FF 989863 ?;Y� �_ ii%, �• My Commission Expires 1I= ?ji.o; OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH FLORIDA *RE UIRED � 3.237 ( ) *Project Address: /9cf Y //'1%-2‘; �? "7/4,-740/6:12n-7"/ C� Permit#: 4/C S — 0 0 /7 *Owner/Project Name: - � ,�i1 / /> .511,<-7 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1.Swinging 2. Sliding 3. Sectional 4. Garage Roll-Up 5.Automatic 6. Other B.WINDOWS 1. Single hung 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 6.Awning 7. Pass-through 8. Projected 9. Mullion 10.Wind breaker 11. Dual action 12.Other Page 1 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1.Siding 2.Soffits 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7.Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1.Asphalt shingles 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7.Single ply roofing 8. Roofing tiles 9. Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16.Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E.SHUTTERS 1.Accordion 2. Bahama 3.Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F.STRUCTURAL COMPONENTS 1. Wood connector/anchor � ��'G' �,�_5 2.Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10.Deck-roof 11.Wall 12.Sheds 13.Other G. SKYLIGHTS 1.Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. *Contractor Name(Print Name): , 7Contractor Signat. e: 111tr— Xar."''' ,-fid moo. , *Company Name: .74 */�— �G�T.S•.?/ /`'/b----"' *Mailing Address: 717. T Aird04.,, S A► e �� i �/ / *City: *State: �� *Zip Code: _/ ��C� *Telephone Number: 05' / /l�� *E-mail Address:5/6v)-74)A7r,,,, ,G' 01 Cell Phone Number: Fax Number: Page 4 of 4 Updated 10/17/18 • Categor /Subcate or Product Description or — __ _Y_ G Manufacturer M-ode!No. Product 7.STRUCTURAL COMPONENTS ��-• —�-- -=-=s->___-__ __.__ LIN11iS of Use A. nlu5srl.nrt — — = T �-.- ..., -ala Mifek hmlusuks,Inc. MI16.16 Ila,buss Connector Plate _ Mifek Indusl °s,bu' MTlB•18', Apmovud for use outside hlVl lZ Ft 2197.1 Truss Connector Plato nnp roved for use Inside J outside IIVW MiTOk hulusbl°s,Inc. MT20.20 I a,Truss Connector Plate FL 2�19%.2 MitOk industries Inc. MT20HS•201la.Muir Strength Truss Canr,egor Plate �/it°vett for use inside and°ankle HVI IL 197.4 ITW Ilulldln Cmn Decors M 1 rovul lar us outside HVHZ Fl 2197 3 AI doe Ill;bnr Strut;ae H&5 AnnmvuJ for usu InshM v,J alslJu I IVIIZ fl 2--�- 11W[Marlin onenls FL 1999.1 ITW Disdains,Cmm�oncols Al stn`Wave A rf Proved for use old°and out'IJu IIVIIZ ITW OuildlrVt Cu ni om nls Ili(N r.Plate A I moved fur us¢Insklc and alsklc IIV11Z FL 1999,2 N. WOOD CONNECTORS — Turku ______________2_.) A,',mud for use MAIL:and uulsklc IIVIIZ hl 1999.3 Sinwson SuoMhll•Co Ft 1999.4 Simpson StI0110IO Cu, A35 Anglo hlDlltl linlrlown ANProvotl for us0lnsWc and uul•kln IIVIIZ 1110441.1 Approved for use inside and outside 111/112. Suppllmenlaf Connectors must be used to achelve FL IOA4G.4 Simpson Strong-lie Cu- 0511 Double Stud Plate Ile zn— x Ilio for HUNT Approved for orususe Inside and outside HVI i2. FL 10.156.1 Suppllmenlal connectors may In,required lu acbeive Simpson Strong-lie Co. %008 uplift for 111/112 1125 Hurricane Tie Approved for use Inside and outside HVHT.. Suppllrnental cOnneClorS must be used to achelve FL 10456.11 Simpson Stiong•il°Co. -- --21,10__uojl.t for En/117 Simpson Slran6.11e Co 11T520 dean Twist Stra s A strayed for use hsklu rod oulsirir IIVI1%_ M7 S12 Medium Twist Sim Approved for use Inside;roil ou1•kl•HVI IZ EL 10456.33 .33 Simpson Strong.Tlu Ca SP114 Ilea Snit/Plate Tie 11 104564G Simpson 5ironf-lie Co A'moved for use Inside usd outside 11V1 17. 1'L 104 G 4G 51111611caw Stud Plate Tie Approved far use Inside and°aside IIVNZ Simpson Wont:-lie Co. SSP Single Stud Plate Connector FL 104 G 4% Simpson Strong-Tic Ca HUAnproved Mr use Inskl and outside 11V112 Slsun.11'Co C41o1oisl Ilan ar Approved for use Inside and outsid•IIVHZ FL 10456.48 MSTA12,MSTA122 MSTA1 S,MSTA15Z Straight Strap A s Roved for t150 inside andmuside IIVNZ FL 10 85 .8 Simpson Strong-lie Co. MSTAIB,MSTAI8Z,MSTA21,PISTA2IZ,MSTA24,MSTA24Z, MST/130,MSTA302,MSTA3G,MSTA362,MSTA49 Straight Approved fort.c Inside and outside 111/117. FL 102 FL 10852.9 Simpson Slrrn,g Tic Co HU41017,IIU412TF,HU414TF,1111416TF Joist Hanger — Simpson Shoot-Tie Cu. HUS210.2TF,HU5212-2TF,111.15214-2TF,HUS26-2TF,I IU57.0 Approved for Asn Approved for use in6,sid0 amt outs iAc e usd outsde IIVHZ PL 108SG.% 2TF,HUS410TF,h1U5412TF,NU5414TF,HU54 GTE,HU548TF IIVH7. FL 10E156.10 Singsmn Slronl'•Tit•Co. �LJdaorr IIB lion isanO lie Approved for use inside and outside HVHZ.T'wo --�. connectors are required In HVIll when using SPF FL 114%0.3 Simpson Strung-Ile Co. MGT,VGT,VGTR,VGTL-Medium Girder Tledown,Variable Ia arilug,a'nils-2nn lis` I All C e TlpMApproved for use Inside and outside IIV11L FL 11470.7 I Simpson Tdror4l-TIc Co. MGT,VGT,VGTRw,u VGTL Simpson Strong-Tie Co. Simpson SlronO-Tlo Co, STHDO/STHDORI,STIiD10/Sl'HD10RJ,5'(NO14/STIIDl4ft) Approved for use Inside and outside HVHZ FL 11476.12 1.12A,H2,5T Flurrlcan0 Tie When resisting wind uplift,supplemental connectors must be used to admire 700/%uplift Fl.11478'3 Slur'son Slrons-lie Co. I ITN IITT}Temkin Ties rnr-NVSIT C. ANCI10115 PLEASE SEE ABOVE D. 'roved for use insidd e anoutside HVHZ COMMCOMMCOOLERS•FREEZERS N/A FL 11496.2 N/A E. IASI/01ED FORM SYSIIir;IS N/A N/A N/A N/A P. ENGINEERED LUMBER N/A N/A Georgia Pacific GP Luuslnalcd LVL's Not for u50 in 11VI12.Adherence to PR-L257 and PR-L266 and the manufacturer's installation FL 203.1 Mkroliam LVL•laminated veneer lumber ApAp unvorl fonuefor use Inside. ,dti Je IIVHZ W erhaeeser Paralfanr PSL- amtici strand lumber FL 1630.1 mcuscr _ Ap ELfar_,se Imide and outside IIVbIZ G. WALL COMPONENTS •sbcrStrand LSI..laminated strand lumber A'ironed for use Inside and outsWe IIVHZ IL 1630.2 WeVerl . I1/A N/Afl 1630,3 K_ROOF.— _. ,---_— ------.----- ---_ _`-_ N/A N/A H�DI:C 475/ 7-r- ,<•,-y..4/4 7,143,/ fes- Z7,,f 1983 Colina Ct-- EXISTJ NG-- Bath 2 a -- Si........... OFFICE COPY Pillar Construction I CBC1.262295 (3167 St. Johns Bluff Rd S #205 Jacksonville, FL 32246 1904-545-4993 OFFICE COPY Pillar Construction I CBC1.262295 (3167 St. Johns Bluff Rd S #205 Jacksonville, FL 32246 1904-545-4993 ,1.983 Colina Ct--RE -- Bath 2 LEGEND OFFICE COPY Pillar ConstructionCBC1262295 1 1 3167 St. Johns Bluff Rd 9 #205Jacksonville, FL 32246 1904-545-4993 V47* ty&`��m �� 821 0 N LEGEND M Existing vanity I fight I* Existing light ,A& Existing exhaust fan V F j Pillar Construction I CBC126-�!295 1 3167 St. Johns it Rd S #205 Jacksonville, FL 32246 1904-545-4991 LEGEND Existing vanity light Exist -Ing light Existing exhaust fan Pillar Construction I CBC1262295 1 3167 St. Johns Bluff Rd S #205 Jacksonville -01� F FL 32246 1 904-545-4991 Construction I CBC1262,29S 13167 St. Johns Bluf'f Rd S #205 Jacksonville FL 32246 1 904-54S-4993 LEGEND i` Vanity IIght XYZ Lights Exhaust fan DESIGN CRITERIA & LOAD DESIGN CODE: 2017 FLORIDA BUILDING CODE - RESIDENTIAL, AND CURRENT REFERENCED CODES AND STANDARDS 2017 FLORIDA BUILDING CODE - EXISTING BUILDING ALTERATION 2 TABLE 1: FLOOR AND ROOF LOADING LOAD TYPE/PLACEMENT ROOF (Cd = 1.25) TOP CHORD DEAD 7 20 PSF (SHINGLES) PSF (TILE) TOP CHORD LIVE 20 PSF BOTTOM CHORD DEAD 5 PSF BOTTOM CHORD LIVE 10 PSF TABLE 2: ROOF AND FLOOR DEFLECTION CRITERIA FRAMING TYPE LIVE LOAD TOTAL LOAD ROOF L/240 L/240 0.75" MAX DEFLECTION UNDER ANY CASE TABLE 3: WIND LOADING BASIC WIND SPEED (ASCE 7-10) 130 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT ±0.18 Cd 1.6 COMPONENTS AND CLADDING ___tSEE TABLE 4 TABLE 4: COMPONENT AND CLADDING DESIGN PRESSURES (PSF) EFFECTIVE WIND AREA (SQUARE FT) WIND ZONE DESIGNATION INTERIOR ZONE END ZONE END OF HEADER 0 - 10 +18.2 -19.8 DESIGNATES BEAM OR TRUSS +18.2 -24.4 DESIGNATES LTT20B. SEE DETAIL 2/S1.0 11 - 50 +16.3 -17.9 STUD SIZE AND SPACING +16.3 -20.6 9'-1" MAX 51 - 100 +15.5 -17.1 2x4 @ 12" O.C. OR 2x6 @ 16" O.C. +15.5 -18.9 14'-0" MAX 101 - 200 +14.7 -16.2 1 +14.7 -17.3 12'-0" MAX 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 LOADING FROM UPLIFT LOADS, GRAVITY LOADS, AND SHEAR LOADS FOR THE WALL FRAMING MODIFICATIONS BEING SHOWN TO THE RIGHT. ITEMS NOT DESIGNED INCLUDE, BUT NOT LIMITED TO, OR ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/ INSTALLATION OF ALL WATER PROOFING. IMPORTANT RENOVATION NOTES 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. (2)2x4 SYP#2 POST. FASTEN TOP W/ (1)HTS16.. FASTEN BASE W/ LTT20B. CONTRACTOR SHALL BEAR NEW POST DIRECTLY OVER EXISTING CONTINUOUS FOOTING MINIMUM 8" DEEP STRAP HEADER TO STUDS W/ (1)MSTA24 AND BASE OF STUDS TO FOUNDATION W/ EXISTING POST AND BEAM TO REMAIN AS IS. WALL REMOVAL FRAMING PLAN x 12d NAILS FROM OTHER SIDE OF 2nd A-. PLY. (3) 10d (? 12" OC EA. SIDE ` (2)2x - BEAM 2x6 or 2x8 2x4 POST POST NOTES: 1. TYPICAL CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POSTS, ETC. 2. SEE FASTENMA.STER FOR TRUSSLOK INSTALLATION RECOMMENDATIONS BUILT UP MEMBER FASTENING SCALE: NTS NOTES: 1. SEE FIRST LEVEL FRAMING PLAN FOR ANCHOR LOCATIONS, 2, LTT20B HOLD DOWNS ARE ONLY REQUIRED TO BE RECESSED INTO SLAB WHERE FRAMING IS PACKED TIGHT AND PREVENTS INSTALLATION WITHIN THE WALL. LTT206 MAY BE REPLACED WITH DTT2Z IF THERE IS ADEQUATE ROOM IN THE WALL FOR INSTALLATION BASE ANCHOR SCALE: 34" = 1'-0" 0 -0w �CN ° m J -I h M l - C N C,1 ° °' Ma N c ,U) y L) co U4 m Uci�rnc� Cz { MIN (2) STUDS OR SCAB SYMBOLS LEGEND (2)2x6-1 /1 DESIGNATES HEADER SIZE, NUMBER OF PLIES, AND NUMBER OF JACK/KINGS REQUIRED EACH END OF HEADER DESIGNATES INTERIOR LOAD BEARING WALL OFFICE COPY DESIGNATES BEAM OR TRUSS DESIGNATES LTT20B. SEE DETAIL 2/S1.0 WALL STUD SCHEDULE LOCATION PLATE HEIGHT STUD SIZE AND SPACING EXTERIOR 9'-1" MAX 2x4 OR 2x6 @ 16" O.C. EXTERIOR 10'-1" MAX 2x4 @ 12" O.C. OR 2x6 @ 16" O.C. EXTERIOR 14'-0" MAX 2x6 @ 16" O.C. INTERIOR 10'-0" MAX 2x4 OR 2x6 @ 16" O.C. INTERIOR 12'-0" MAX 2x4 @ 12" O.C. OR 2x6 @ 16" O.C. DATE _ _ 3 /o WALL STUD NOTES: I. WALL STUDS SPECIFIED ON PLAN SUPERCEDE THIS TABLE 2. MIN STUD SIZE AND SPACING IS SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQMTS 3. ALL STUDS AND POST SHALL BE SPF#2, LION 4. USE SYP#2 FOR TOP PLATES 5. USE SYP#2 PT FOR BOTTOM PLATES 6. FASTEN BOTTOM PLATES OF INTERIOR LOAD BEARING WALLS TO SLAB W/ 16d MASONRY CUT NAILS @ 16" O.C. SEE PLAN FOR ADDITIONAL ANCHORS AT SHEAR WALLS GENERAL FRAMING NOTES 1. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADERS, STUD COLUMNS, ETC.) FASTEN PLIES PER DETAIL 1/S1.0 2. UNLESS OTHERWISE NOTED, PROVIDE STUD COLUMNS BELOW ALL MULTI -PLY BEAMS AND GIRDERS THAT MATCH BEAM/GIRDER PLIES. PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AND EQUAL SIZED STUD COLUMN ON FIRST LEVEL IF STUD COLUMN IS LOCATED ABOVE 0 -0w �CN ° m J -I h M l - C N C,1 ° °' Ma N c ,U) y L) co U4 m Uci�rnc� Cz { MIN (2) STUDS OR SCAB 36" STUD TO FULL HEIGHT STUD W/ (12) 10d OFFICE COPY CONTRACTOR MAY FIRECESSED IN SLAB w AO 0 REVISION "O THREADED ROD Q =, _j z BP# 02ESa0-D017 -2P�x6EDTITEMIN N HD OR a U z - DATE _ _ 3 /o 2E u p� 9 �- SIGNED /III L) L4 o oZ O CA t } u�I(n DCS O SIMPSON LTT20B �'" C� Vj u I A w >. 0- cc m N J 0 2020 �- w m a LuUWLu w tt Lu cc Lou Ponrigo and Associates, Inc. 4745 Sutton Park Ct., Ste, 204 Jacksonville, Florida 32224 Ph: 242-0908 FL: CA # 8344 SF O ; N 311 c T OF. /0NAL /1/1111114f 1111, `, ` Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO e ASSOCIATES MAY RESULT IN ` ADDITIDNAL ENGINEERING OR ` INSPEC( ION FEES. / J Ce � W f U oU Z U W Q W � Z m W J U n/ � Z Z 00�J- LD _Q WALL REMOVAL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR � CONTACT THE E.OR LPA JOB NUMBER S EGA -19-00707 DRAWN/DESIGN/CHECK SAL / WAC/ LAP DATE 01/27/20 SQUARE FOOTAGE SHEET S1.0 SHEET 1 OF I