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390 Main St RES19-0317 Siding Repair RESIDENTIAL PERMIT PERMIT NUMBER '73 � CITY OF ATLANTIC BEACH RES19-0317 800 SEMINOLE ROAD ISSUED: 10/23/2019 s'> ATLANTIC BEACH. FL 32233 EXPIRES: 4/20/2020 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: 390 MAIN ST RESIDENTIAL ALTERATION T1-11 SIDING REPAIR $2400.00 RESIDENTIAL TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170900 0600 ATLANTIC BEACH SEC H COMPANY: ADDRESS: CITY: STATE: ZIP: South Edge Construction 14333 Beach Boulevard Suite 33 Jacksonville Fl 32224 OWNER: ADDRESS: CITY: STATE: ZIP: WEST GROUP ACQUISITIONS LLC 623 MAIN ST ATLANTIC BEACH FL 32233-2530 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 $65.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $32.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $101.50 Issued Date: 10/23/2019 1 of 2 .S RESIDENTIAL PERMIT PERMIT NUMBER r3 RES19-0317 it r eV� CITY OF ATLANTIC BEACH ISSUED: 10/23/2019 800 SEMINOLE ROAD �`oli 9ATLANTIC BEACH. FL 32233 EXPIRES: 4/20/2020 Issued Date: 10/23/2019 2 of 2 r (ToLAP.it City of Atlantic Beach APPLICATION NUMBER s rA Building Department be assigned by the Building Department.) 800 Seminole Road Rr �` _/C ( `7 Atlantic Beach, Florida 32233-5445 G 1 r Phone(904)247-5826 • Fax(904)247-5845 ^'I.on 9''' E-mail: building-dept@coab.us Date routed: ) r I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 39v R\p. rc S 7 Department review required Yes No Co •rdinq Applicant: -O U7N ---C- (J,c--,c, -.L� Planning &Zoning Tree Administrator Project: [ L — I I 1 Cl it p r- Rcpc t (a. 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 Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First iew: ❑Approved. Deni::. II Not applicable (Circle one.) Corn a ts: BUILDING PLANNING &ZONING 2'�9 Reviewed by: Date: /+ TREE ADMIN. Second Review: Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: /�//y�A)., Date: IC)•2-2.•as 7 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY ............... ,,, ,. . Building Permit Application , 11 City of Atlantic Beach Building Department rrdut MATY J 800 Seminole Road, Atlantic Beach, FL 32233 "ALL INFORMATION rHIGHLIGHTED IN GRAY Phone: (904) 247-5826 Email: Liuilrlinl,�f-7r,I1t.(r�� c�-i IS REQUIRED. Job Address. 390 Main St. Atlantic Beach, FL, 32233 Tm RE r 1^ -r:_ , �— q �— Permit Number: I Es y i Legal Description 3 y —2 S-� � //74/5.5.0t.' _ fZ..__ _-- yLav6 ��v2Y /7ogaao 60 Valuation of Work (Replacement Cost) _Heated/Cooled SF _ _ - Non-Heated/Cooled • Class of Work: (New C Addition L_IAlteration i ifiepair Cltvlove +;IDemo CIPool CIWindow/Door • Use of existing/proposed structure(s): ilComrnerrial LJftesidenti;+I • If an existing structure,is a fire sprinkler system in;Lalled?: t:DYe;; C;No • WIII trees be removed in association with .iro meed oro ect?f7 s mus submit se ara a Tre R m I . • it Describe in detail the type of work to be performed: s' c1"l I I11 — 0&s iyr6 G ; K _ Florida Product Approval # for multiple products use product approval form Probertwner Information Name est Acquisltionroup AR 'L U E S V Lf N City Address SE-Mail Brandon a est mtatr Zip Phone 904-537-n-90 P @9maiLco Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) Contractor Information — Name of Company '.•0(411 Vic/., Coi cIrj✓e}f el'lQualifying Agent CV/A4"I /�Qa� r Address 13749 Sand Creek Dr City. Jax FL —32224 Office Phone 0-47-11°97 :1413sSlate /+p loh Site Contact Number 904897-8949 State Certification/Registration ti C t G-OS �O1 - E•Mail info©southedgeconstruction.com Architect Name& Phone If Engineer's Name& Phone II s� Workers Compensation Insurer M OR Exempt DX Expiration Date 08/14/2021 Application is hereby made to obtain a permit to do the work and installations 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 he 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 ATTORN Y BEFORE RECORDIBC, ICE OF COMMENCEMENT, (Six • \: J,Ja_..-- nature of Owner or Agent) (Signate of Cott Signed and Sworn to(or affirme before{ate this --- ay of Signed and sworn to(or affirmed) before me this day of OC...-40 her , 20)12, by �(mrIG1:rr _� bt�wYsw '� VA ,by ltto ek4' 1,11uf� (( + na re of otary) ��'� Mil +9APO Nattily PLINK 4,Judith S M fWrt1.g f. . ur rrpphh��rr ►�ycomn„arronGGCI2t pi • Comm.IGG901997 ( al I q rs020 I I Personally Known OR Mt E1� �August 27,2023 r ( I Produced Identification • ,'" BondedThru Aaron Notify Type of Identification: Type of Identification: n. I OFFICE COPY Landmark Title,LLC ALTA Combined Settlement Statement 4540 Southside Boulevard Suite 202 Jacksonville,FL 32216 (904)998-9733 File#: 19.1048 Property 390 Main Street Settlement Date 09/30/19 Prepared: 09/30/19 Atlantic Beach.FL 32233 Disbursement Date 09/30/19 Closer: Johnni Nicole Causey Buyer West Group Acquisitions LLC 623 Main Street Atlantic Beach,FL 32233 Seller Vera H.Sumlin 116 Derek Lane LaPlace,LA 70068 Lender 315 Real Estate Capital,LLC 3721 Dupont Station Court South Jacksonville,FL 32217 Seller Buyer Debit Credit Debit Credit Primary Charges&Credits $145,000.00 Sales Price of Property $145,000.00 Deposit $5,000.00 Loan Amount $147,438.06 Prorations/Adjustments $575.64 County Taxes 01/01/2019 to 09/30/2019 $575.64 Lender Escrow Holdback $10,000.00 Loan Charges 2%of Loan Amount(Points) $2,948.76 Prepaid Interest($48.47279 per day from 09/30/2019 to 10/01/2019) $48.47 Payoffs/Payments $133.174.36 Payoff to Celink Government Recording and Transfer Charges Recording Fees $88.00 ---Deed:$18.50 ---Mortgage:$69.50 Affidavit Recording Fees to Landmark Title Recordings Account $18.50 $1,015.00 Documentary Stamp Tax(State Deed Taxes)to Landmark Title Recordings Account Documentary Stamp Tax(State Security Instrument Taxes)to Landmark $516.25 Title Recordings Account Intangible Tax(State Security Instrument Taxes)to Landmark Title $294,88 Recordings Account LLC Affidavit to Landmark Title Recordings Account $18.50 Commissions $4,350.00 Listing Agent Commission to Berkshire Hathaway Home Services Florida Network Realty $4,350.00 Selling Agent Commission to Keller Williams Realty Atlantic Partners Title Charges $650.00 Title-Closing Fee to Landmark Title,LLC Produced by Landmark Title,LLC Using Qualia Page 1 of 2 19-1048 Printed on 09/30/19 ,� Seller Buyer Debit Credit Debit Credit Title-Lender Title Services Fee to Landmark Title,LLC $250.00 Title-Lender's ALTA 8.1-06 Endorsement to Fidelity National Title $50.00 Insurance Company Title-Lender's Title Policy to Fidelity National Title Insurance Company $250.00 $85.00 Title-Title Search Fee to Fidelity National Title Insurance Company Title E-Recording Fee to Landmark Title Recordings Account $18.00 $800.00 Title-Owner's Title Policy to Fidelity National Title Insurance Company Miscellaneous Charges UCC Lien to MBC Investments LLC(Water Treatment System) $7,708.96 Seller Buyer Debit Credit Debit Credit $145,000.00 $145,000.00 Subtotals $167,210,32 $153,013.70 Due from Buyer $14,196.62 $0.00 Due from Seller $145,000.00 $145,000.00 Totals $167,210.32 $167,210.32 See signature addendum Produced by Landmark Title,LLC Using Qualia Page 2 of 2 19-1048 Printed on 09/30/19 Signature Addendum OFFICE COPY Acknowledgement We/I have carefully reviewed the Settlement Statement and find it to be a true and accurate statement of all receipts and disbursements made on my account or by me in this transaction and further certify that I have received a copy of the Settlement Statement. We/I authorize Landmark Title.LLC to cause the funds to be disbursed in accordance with this statement. West Group alai ns LLC.a 'da Limited Liability Company "Lt.I i i t ....� By: Vera H.Sumlin , Date Brandon P.West. anager Date 477-- Settlement Agen Date Produced by Landmark Title.LLC Using Duaga 194048 Printed on 09/19/19 OFFICE COPY Electronic Articles of Organization L19000182941 FILED AM For July 16, 2019 Florida Limited Liability Company Sec. Of State mdjohnson Article I The name of the Limited Liability Company is: WEST GROUP ACQUISITIONS, LLC Article II The street address of the principal office of the Limited Liability Company is: 632 MAIN STREET ATLANTIC BEACH, FL. US 32233 The mailing address of the Limited Liability Company is: 632 MAIN STREET ATLANTIC BEACH, FL. US 32233 Article III Other provisions, if any: ANY AND ALL LAWFUL BUSINESS. Article IV The name and Florida street address of the registered agent is: ADAMY LAW, PLLC 2850 ISABELLA BOULEVARD SUITE 10 JACKSONVILLE BEACH, FL. 32250 Having been named as registered agent and to accept service of process for the above stated limited liability company at the place designated in this certificate, I hereby accept the appointment as registered agent and agree to act in this capacity. I further agree to comply with the provisions of all statutes relating to the proper and complete performance of my duties, and I am familiar with and accept the obligations of my position as registered agent. Registered Agent Signature: YASMIN WARDIE ADAMY Article V L19000182941 FILEDThe name and address of person(s) authorized to manage LLC: July 16,8:2 0 A M P � ) g July 2019 Title: MGR Sec. Of State BRANDON P WEST mdjohnson 632 MAIN STREET ATLANTIC BEACH, FL. 32233 US Signature of member or an authorized representative Electronic Signature: BRANDON P. WEST I am the member or authorized representative submitting these Articles of Organization and affirm that the facts stated herein are true. I am aware that false information submitted in a document to the Department of State constitutes a third degree felony as provided for in s.817.155, F.S. I understand the requirement to file an annual report between January 1st and May 1st in the calendar year following formation of the LLC and every year thereafter to maintain "active" status. Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG... PSApICA DtiAAt1TM.GM 01= OFFICE C O P Y Business & Professional Regulation irOdPP.NOME', BCIS Home Log In ! User Registration Hot Topics I Submit Surcharge i Stats&Facts I Publications Contac Florida rc?- l Product Approval USER: Public User Product Approval Menu> Product or Application Search>Application List>Application Detail I.OFFICE OF THE FL # FL8702-R4 SECRETARY Application Type PP yP Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Schulte Building Systems, Inc. Address/Phone/Email 17600 Badtke Road P.O.Box 609 Hockley, TX 77447 (281) 213-6067 tannerm@sbslp.com Authorized Signature Tanner Moy tannerm@sbslp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Structural Wall Compliance Method Evaluation Report from a Florida Registf Florida Professional Engineer Evaluation Report - Hardcopy Receii Florida Engineer or Architect Name who developed Locke Bowden the Evaluation Report Florida License PE-49704 Quality Assurance Entity Farabaugh Engineering and Testing, Inc Quality Assurance Contract Expiration Date 04/03/2022 Validated By Zachary R. Priest, P.E. 1 of 3 10/14/2019, 12:23 PM , ■-Wall Construction A single layer of wood structural panel siding,since it is strong and rack resistant,eliminates the cost of installing separate structural sheathing or diagonal wall bracing.Panel sidings are normally installed vertically,but may also be placed hori- zontally(long dimension across supports)if horizontal joints are blocked.Maximum stud spacings for both applications are given in Tables 19,20 and 21. When installing panel or lap siding over rigid foam insulation sheathing,drive the nails flush with the siding surface, but avoid over-driving,which can result in dimpling of the siding due to the compressible nature of foam sheathing. Sidings are occasionally treated with water repellents or wood preservatives to improve finishing characteristics or mois- ture resistance for certain applications. If the siding has been treated,allowing the surface treatment to dry will avoid solvent or chemical reaction with the foam sheathing. When rigid foam insulation sheathing is used,building codes also generally require installation of 1/2-inch gypsum wallboard, or other materials of the required thermal barrier rating,on the inside surface of the wall for fire protection. See Figures 8 through 12 for panel and lap siding installation recommendations for the Sturd-I-Wall system or for siding installed over nailable sheathing.See APA's Build A Better Home:Walls,Form A530,for additional recommended details to avoid moisture penetration in walls. All panel siding edges in Sturd-I-Wall construction should be backed with framing or blocking.Use nonstaining,non- corrosive nails as described in Tables 19,20 and 21 to prevent staining the siding. Where siding is to be applied at an angle,install only over wood structural panel sheathing. Note:Gluing of siding to framing is not recommended due to the increased potential for panel buckling. A PA A PA FIGURE 8 RATED SIDING RATED SIDING APA STURD-I-WALL(Vertical Panel Installation) LAP 307-185NJ 107-30-SM1V 160c GROUP I 16oc GROUP 1 SIZED FOR SPACING EXTERIOR EXTERIOR Building paper or code- THICKNESS 0.151 IN. THICKNESS 0.578 IN. 000 T' 000 recognized weather-resistive PS'49 PS1-09 barrier required behind siding "® PR0.199 TEGORY ,�PR0.1G1 T G-UN-19 V INZ CATEGORY v 19/13 CATEGORY Panel siding meets code APA A PA requirements for wall bracing RATED SIDING RATED SIDING LAP 24oc GROUP 16oc SIZED FAA SPACING APA RATED SIDING panels. EXTERIOR 4 KNESSIOR gsupported by framing THICKNESS 0.�51IN. THICKNESS 0.5781X. All edges ' 000_ —.o00— or blocking. PRP.IOI HUD-UN-AO PS1-09 ANSIIAPA PR0.E10 -�PRP�195 NUPUNJO v IS'IZ CATEGORY v 1533 CATEGORY 1/811 spacing is recommended , at all edge and end joints unless otherwise indicated by panel manufacturer1,1 6"minimum clearance, siding to grade 47 I ENGINEERED WOOD CONSTRUCTION GUIDE•FORM NO.B360P•©201 1 APA-THE ENGINEERED WOOD ASSOCIATION•WWW.APAWOOD.ORG ' 1 Wall Construction Siding Fasteners Hot-dip galvanized nails are recommended for most sid- ; FIGURE 9 ing applications. For best APA STURD-1-WALL(Horizontal Panel Siding Installation) performance, stainless steel Building paper or aluminum nails should or other code-recognized See Tables 19,20 and be considered. APA tests weather-resistive barrier 21 for maximum also show that electrically stud spacing or mechanicallygalvanized Battens at 4'or 8'o.c. Panel siding meets steel nails appear satisfac to conceal butt joints at1 ` code requirements panel ends.Nails through for wall bracing tory when plating meets or battens must penetrate exceeds thickness require- studs at least 1". Seal panel edges ments of ASTM A641 Class 2 APA RATED SIDING �" 1 2x4 blocking at coatings,and is further pro- panels(nailing as required / horizontal joints for vertical installation) .— ' tected by yellow chromate 1 coating.Note that galvanized 1/8"spacing is / . A\ fasteners may react under wet recommended at all conditions with the natural edge and end joints \� unless otherwise i extractives of some wood spe- indicated by panel I manufacturer cies and may cause staining if j left unfinished.Such staining 6'minimum clearance, can be minimized if the sid- siding to grade j ing is finished in accordance with APA recommendations, or if the roof overhang protects the siding from direct exposure to moisture and weathering. Wood Structural Panel Sheathing as a Nail Base for Siding The recommendations in Tables 22 and 23 for panel and lap siding apply to siding installed over wood structural panel sheathing.Unless otherwise indicated in the local building code,nailable sheathing includes: 1. Nominal 1-inch boards with studs 16 or 24 inches o.c. 2. APA RATED SHEATHING panels with roof Span Rating of 24 inches or greater installed with strength axis either parallel or perpendicular to studs 16 or 24 inches o.c.(except 3-ply plywood panels must be applied with strength axis across studs when studs are spaced 24 inches o.c.). 3.APA RATED SHEATHING panels with roof Span Rating less than 24 inches installed with strength axis either par- allel or perpendicular to studs 16 inches o.c.(except plywood panels 3/8 Performance Category or less must be applied with strength axis across studs). Lap siding joints,if staggered,and panel siding joints may occur away from studs with wood structural panel sheathing. Note: In addition to panel edge spacing and the use of straight studs,nailing sequence can also be a factor in maintaining a uniformly flat appearance of the finished wall. Installation procedure: First,position the panel,maintaining recommended edge spacing,and lightly tack at each corner.install the first row of nails at the edge next to the preceding panel from top to bottom. Remove remaining tacking nails.Then nail the row at the first intermediate stud.Continue by nailing at the second intermediate stud,and finally,at the edge opposite the preceding panel. Complete the installation by fastening to the top and bottom plates. 48 I ENGINEERED WOOD CONSTRUCTION GUIDE•FORM NO.B360P•©2011 APA-THE ENGINEERED WOOD ASSOCIATION•WWW APAWOOD ORG Wall Construction For other fastener types,refer to Table 22.It provides the withdrawal resistance for a number of different fastener types (smooth-,ring-and screw-shank nails;wood screws and vinyl siding nails). Together with the wind load tables in the 2006 and 2009 International Residential Codes,IRC Tables R301.2(2)and R301.2(3),the attachment schedules for any combination of siding type, continuous wood structural panel sheathing,design wind speed and exposure can be determined.See APA Technical Topic:Wood Structural Panels Used as Nailable Sheathing,Form TT-109 for more information including wind load tables and a sample calculation. TABLE 22 FASTENER WITHDRAWAL LOADS FOR THE ATTACHMENT OF SIDING TO CONTINUOUS WOOD STRUCTURAL PANEL WALL SHEATHING') Rin Shank Nails(b)10 9- Withdrawal Loads(lbf) Wall Sheathing Nail Diameter(in.) Performance 0.097 Category 0.091 0.094 0.099 0.113 0.120 0.128 0.135 0.148 3/8 31 32 33 38 41 43 46 50 7/16 36 37 38 45 48 51 53 59 15/32 and 1/2 39 40 41 48 51 54 57 63 19/32 and 5/8 49 51 52 61 64 69 73 80 23/32 and 3/4 59 61 63 74 78 83 88 96 Wood Screwsltd)Withdrawal Loads(lbf) Wall Sheathing Screw Gauge/Diameter(in.) Performance #6 #7 #8 #9 #10 #12 #14 Category 0.138 0.151 0.164 0.177 0.19 0.216 0.242 3/8 48 52 57 61 66 75 84 7/16 56 61 66 72 77 87 98 15/32 and 1/2 60 65 71 77 82 93 105 19/32 and 5/8 76 83 90 97 104 118 133 23/32 and 3/4 92 100 109 117 126 143 161 Vinyl Siding Nailst'lt•ltn Smooth-Shank and Screw-Shank Nails(rlt•I Withdrawal Loads(lbf) Withdrawal Loads Wall Sheathing Nail Diameter(in.) Nail Diameter(in.) Performance Category 0.092 0.099 0.113 0.120 0.128 0.131 0.135 0.148 0.122 0.125 3/8 8 8 9 10 11 11 11 12 10 10 7/16 9 10 11 12 13 13 13 14 12 12 15/32 and 1/2 10 10 12 13 13 14 14 16 13 13 19/32 and 5/8 12 13 15 16 17 17 18 20 16 17 23/32 and 3/4 15 16 18 19 21 21 22 24 20 20 (a)Withdrawal capacities are based on the duration of load factor of 1.6 for wind applications.Adjustments for wet service and temperature are normally not required for attachment to the wood structural panel nailable sheathing. (b)For ring-shank nails,the withdrawal capacities(W)are based on specific gravities(G)of 0.70 in accordance with APA TT-039 and W= 1380 G2-5 D Cat,where:W=Withdrawal capacity(lbf),G=Specific Gravity,D=Nail diameter(in.), Co=Duration of load factor(1.6 for wind loads),and t=wood structural panel thickness(in.). (c) Fasteners shall be long enough to fully penetrate wood structural panel sheathing by at least 1/4 inch. (d)For wood screws,the withdrawal capacities(W)are based on specific gravities(G)of 0.45 in accordance with APA TT-051 and W=2850 G2 D Co t,where:W=Withdrawal capacity(lbf),G=Specific Gravity,D=Nail diameter(in.), CD=Duration of load factor(1.6 for wind loads),and t=wood structural panel thickness(in.). (e)For smooth-shank,screw-shank,and vinyl siding nails,the withdrawal capacities(W)are based on specific gravities(G)of 0.40 in accordance with APA TT-039 and W= 1380 G25 D CD t,where:W=Withdrawal capacity(lbf),G=Specific Gravity,D=Nail diameter(in.), CD=Duration of load factor(1.6 for wind loads),and t=wood structural panel thickness(in.). (f) Vinyl siding nails shall have a head of at least 3/8 inch in diameter. J cZ (el.'s/A— C*-ie 6Gr 641Qahfz lI na))f49 ENGINEERED WOOD CONUCTION GUIDE•FORM INO.B360P•©2011 APA-THE ENGINEERED WOOD ASSOCIATION•WWW.APAWOOD.ORG Wall Construction FIGURE 10 APA STURD-I-WALL(Horizontal Lap Siding Installation)(°I Building paper or other code-recognized weather-resistive barrier required Leave 1/8"spacing and caulk vertical joints unless otherwise recommended by siding manufacturer APA RATED SIDING(lap siding),maximum width 12". Minimum headlap 1". 6"minimum clearance,siding to grade 1-1/2"-wide starter strip,thickness to match lap siding (a)For engineered shear wall segments or wall bracing requirements,use APA Rated Sheathing r ` for wall sheathing under lop siding(see Figure 12).Other methods permitted by model building codes for braced wall segments may also be used. FIGURE 11 APA RATED SIDING(PANEL SIDING)OVER WOOD STRUCTURAL PANEL SHEATHING Building paper or other code-recognized weather-resistive barrier required APA RATED SIDING panels applied over sheathing 6"minimum clearance,siding to grade 1/8"spacing is recommended at all edge and end joints unless otherwise indicated by panel manufacturer Panel siding or APA RATED SHEATHING meets code requirement for wall bracing FIGURE 12 APA RATED SIDING(LAP SIDING)OVER WOOD STRUCTURAL PANEL SHEATHING APA RATED SHEATHING meets code requirement for wall bracing Building paper or other code-recognized weather-resistive barrier required APA RATED SIDING(lap siding),maximum width 12".Minimum headlap 1". ��s ate, Siding joints,if staggered may occur away from studs with nailable sheathing 6"minimum clearance,siding to grade Leave 1/8"spacing and caulk vertical joints,unless otherwise recommended by siding manufacturer 1-1/2"-wide starter strip,thickness to match lap siding 50 I ENGINEERED WOOD CONSTRUCTION GUIDE•FORM NO.B360P•©2011 APA—THE ENGINEERED WOOD ASSOCIATION•WWWAPAWOOD.ORG SPL ERROR - Incomplete Session by time out POSITION : 0x14515b (1331547) SYSTEM : h6fwsim/os hook LINE : 1560 VERSION : SPL 5.73.04 06-10-2014 ERROR CODE : 11-1112 - 'r �l ,, CITY OF ATLANTIC BEACH BUILDING DEPARTMENT y t '• }J ,-) 800 SEMINOLE ROAD -' ATLANTIC BEACH, FL 32233 CERTIFICATE OF COMPLETION RES19-0317 RESIDENTIAL ALTERATION RESIDENTIAL ISSUED: JOB ADDRESS: REAL ESTATE NUMBER: ZONING: 10/30/2019 390 MAIN ST 170900 0600 RG DESCRIPTION OF WORK: T1-11 SIDING REPAIR OWNER: CONTRACTOR: WEST GROUP ACQUISITIONS LLC South Edge Construction 623 MAIN ST 14333 Beach Boulevard Suite 33 ATLANTIC BEACH, FL 32233-2530 Jacksonville, Fl 32224 APPROVED: Dik---4.AkciiroA CHIEF BUILDING OFFICIAL VOID UNLESS SIGNED BY BUILDING OFFICIAL