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176 Pine St RESA19-0010 Add Bathroom rS'"'''''✓f RESIDENTIAL ADDITION PERMIT PERMIT NUMBER RESA19-0010 CITY OF ATLANTIC BEACH -6111 ;, ISSUED: 12/4/2019 800 SEMINOLE ROAD EXPIRES: 6/1/2020 Pf.911 ATLANTIC BEACH. FL 32233 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: RESIDENTIAL ADDITION SINGLE add bathroom over existing 176 PINE ST OR TWO FAMILY RESIDENTIAL $6421.05 ADDITION foundation TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170628 0010 SALTAIR SEC 03 COMPANY: ADDRESS: CITY: STATE: ZIP: OWNER: ADDRESS: CITY: STATE: ZIP: COMMANDER RONALD E 240 INLAND RIDGE WY ATLANTA GA 30342 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. 1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. Issued Date: 12/4/2019 1 of 2 RESIDENTIAL ADDITION PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RESA19-0010 J� 800 SEMINOLE ROAD ISSUED: 12/4/2019 4tir ATLANTIC BEACH. FL 32233 EXPIRES: 6/1/2020 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 4 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 5 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking must be removed from job site by Contractor. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $85.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $42.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.66 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL: $332.16 Issued Date: 12/4/2019 2 of 2 ;51.:14-;-,‘ City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) /// i 800 Seminole Road IG ES TA(G11- Colt 0 ! Atlantic Beach, Florida 32233-5445 G � Phone(904)247-5826 - Fax(904)247-5845 ;.,—�%- E-mail: building-dept@coab.us Date routed 5121(i I (7 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: nIto Pt ALM- ' artment review required Yes No Buildin Applicant: (�ie4V2 / Planning &Zonin Project: Ka ba-t At dsi� 'Ski Tree Ad istrator Public Utilitie .Aa,41 1 'Dt' 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 Review: F 'Approved. FiDenied. ❑Not applicable (Circle one.) Comments: 1> E_e, L0..-A.'-'\ -, rS DING PLANNING &ZONING Reviewed by: Date: 6.7'2'!9 TREE ADMIN. Second Review: XlApproved as revised. ❑Deni d. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: ply Date: /2 11 9 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ;c,�` '''`s , Building Permit Application Updated 10/9/18 r } Clay of Atlantic Beach Building Department **ALL INFORMATION , :, ��;�. 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY c:=�".A IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: ! ' / /' iti r:. p Permit Number: 1� el"OD 10 Legal Description -S C C'— f7(o,e—it-.. .,- --_!_-) RR i'7/pe 2 e - O ) %o Valuation of Work(Replacement Cost)$ �C6 ' — Heated/Cooled SF , 4 Non-Heated/Cooled • Class of Work: ❑New Kkddition 4Iteration DRepair DMove :Memo :Wool DWindow/Door • Use of existing/proposed structure(s): DCommercial ' Residential • If an existing structure, is a fire sprinkler system installed?: DYes XNo • Will tree(s)be removed in association with proposed project? DYes(must submit separate Tree Removal Permit) No Describe in detail the type of work to be performed: / Gc.'-7R Re, c) ' C sZ—A, l if 1) c -6-71)--(: m 1''— Florida Product Approval# for multiple products use product approval form Propert Owner Information • Name U+t ki l: C:2/ �2 d Address /1-6 f( 72.� .4: City / —/- Z . State 'F(.. Zip v2 3_' Phone rg w a p E-Mail C-7/?s- 'Lz,vd> rrr-'ea 9-4--11-44' '".sAcs--/' Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information / Name of Company 7'7 .6-=- -)C-Jr dN Qualifying Agent Address City State Zip Office Phone Job Site Contact Number State Certification/Registration# A E-Mail Architect Name &Phone# Ina 5e or re f Wv22.1 3 k `10 7 — g ?2.- — 0 51 70 Engineer's Name&Phone# Workers Compensation Insurer OR Exempt❑ Expiration Date 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 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 ATTORNEY BEFORE RE • ' I ING YOUR N 0_ • (Signature of Owner or Agent) (Signature of Contractor) Signed and sworn to(or affirmed)before me this�Jday of Signed and sworn to(or affirmed)before me this day of • 2D1c1 , b ,by �''' i • 4;;'''aiA',„ CHERYL JEA RBEeki� 2; = NotaryPublic-StateofRorionat e of Notary) (Signature of Notary) , Commission N GG 128079 •;?.t.o-',,e• ,`.• My Comm.Expires Jul 26,2021 13ru,deda:ughNafionalNt„dry Ass,,. [ I Personally Known OR ' roduced Identificati. [ ] Produced Identification Type of Identification: - -a 14, Type of Identification: "*ALL INFORMATION fs--,`Il;,;, Owner Builder Affidavit "`` s 4'� ?"�' HIGHLIGHTED IN t,, City of Atlantic Beach Building Department 5 s �"' C ° GRAY IS REQUIRED. :�,, , 800 Seminole Rd, Atlantic Beach, FL 32233 \''�u;111. Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT is V2eS"_c3 0 I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR.YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY_STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY;SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE,THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. . III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES.OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO.455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA"CONTRACTORS CERTIFICATE"TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT(904- 247-5826 OR BUILDING-DEPT[r-z7COAB.US ) IF IN DOUBT. V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. lob Address:_146_, PIA . . 1.-re --/-- _.,4-�A_"-i311/c /S ---4.--e---.17----f l 3 5 Owner Name: Xv NCF-I - C'f1I'h-Z .1 (41_, r--- PhonelNumber: L/ 54 (4 2 e.„,‘ a Mailing Address: / /k'm- S y" /4W.City: .g'd-�i State: 'Fl. Zip: ' ?2 3 - , j „....----- Notarized Signature of Owner A �-� 1• The focggoing instrument was acknowledged before me this day of kcit-AA , 20 V9, in the State of Florida, County T Signature of Notary Public L1 � iccovi ..,1',',:;3;: u CHERYL BARBER . .o Notary Public-State of Florida ', Commisslon4GG12B6/9 [ ] Personally Known OR 0j Produced Identification �i �,F M Comm.Expires Jul 26,2021 ''�.'Focto�;, y P Bonded through Natonal NularyAssn. Type of Identification: 05-0)(116_, L, Updated 10/24/18 Y u1 1-IUE COPY C r;, Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN 9"' City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 p r Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: &SA tq,-0 to Revision to Issued Permit OR Corrections to Comments Date: i7 �/9 Project Address: `l-'‘;:2 Pt"Ar"��-� Contractor/Contact Name: f4C7/S12-- L. -- ,),.4. .ii9' "i0 i � ` � Contact Phone: 44-fg _ 0 . Email: �� -/ s: /-1 -÷ Description of Proposed Revision/Corrections: DEC 2 2019 `Budding` Deportment City r i t be do E'1 ,z ria W-it.coL nt-O��-� d'' affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) •)WjII proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) RI • I proposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) LiApproved ❑ Denied ❑ Not Applicable to Department Permit Fe Due$ 540. 0 0 Revision/Plan Review Comments De,artment Review Required: n :uilding Panning&Zoning Reviewed By Tree Administrator v Public Works *� Public Utilities / 2 r ? d 0, 9 Public Safety Date Fire Services Updated 10/17/18 14 ,rj >>A1 ��" ,; CITY OF ATLANTIC BEACH - 1;) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 6/3/2019 Permit#: RESA19-0010 Site Address: 176 PINE ST Review Status:denied RE#: 170628 0010 Applicant: Property Owner: COMMANDER RONALD E Email: Email: commanderr@bellsouth.net Phone: Phone: 4044882068 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. 2 sets of s't ed and sealed plans will be needed for this project an architect ore ineer. The sub ' -d reproduced drawings do not have such seals and are outdated. 3 Code changes have taken pl. e since these were approved. You will have to submit updated plans to the current Building Code ' tandards. . The product approval number submitted for the metal roof(FL1391.2) does not exist in the DBPR Product Approval website. Please submit the correct number for the metal roof. Also supmit 2 copies of the manufacturer's installation instructions as well as the Evaluation Report associated/with the metal roof FL#. 2 copies of both. 3. Include the FL# for the roofing underlayment. To be written in on the FL informt ion sheets, both copies. z- 4. A second set of Florida Product Approval Information Sheets is needed. One of the set submitted was incomplete. 5. The product approval number(FL 20100)has 10 models und- - eath that primary number. Submit the correct FL# for the window and include the whole num.- to include the decimal number. Installation 'nstruction from that exact FL#will be needed • . an review. 0-(C.- in/ q-il iv' Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 L� (904)247-5844 ern-0/1-ed �d co- KA. rn e et/F' -7' 2-- /, /�Ae Email:mjones@coab.us I • 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 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. r-)' AP". s,, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD :j10 ATLANTIC BEACH, (904) 247-5800 FL32233 '�Jiil>r� PUBLIC UTILITIES REVIEW COMMENTS Date: 6/17/2019 Permit#: RESA19-0010 Site Address: 176 PINE ST Review Status: NOT APPLICABLE TO DEPARTMENT RE#: 170628 0010 Applicant: Property Owner: COMMANDER RONALD E Email: Email: commanderr@bellsouth.net _ Phone: Phone: 4044882068 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: Public Utilities 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 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. 7t11.Vit•J'7'I, it "ir'F!i - • tt,t ft' (K)g z -: 0*)... iiV ,1-;‘ 1.‘: TUTU 711.18 ki(7' P; . _ 1c'. 'PAH bA ; t3;.1. lit••,1•,.114 0100 C :114 114'•-• :I917.1V:4111194f.rr:i A Ft' • ',0•144 *AA C. 31450 à . . 3P. trIt&C?:-ZiCe; t F= of I ,•• t c. ,;112t.11,ft: .01w ft0'14:45"10:3 r rto :s1 '3. • 3!14..)t)1,61 .,; •;16fiZ ."art1/21./CILI'' ;.v ziti4L trF31:: Val!".LAP9P: ‘)C41 triit6.70/11 rbiriwk.:•"•• ..td t)rt4 1/91V rt tai.ti!;. .., 1 :1! • r,;.r.zi'r-11 a "Ifi , I.. , 4: 9(.: 0,itaik JAii1)1 47.04.4.V.-.‘141'41¢1C,; ,1; Ai4DtJ '''ttai41413C (---- �s� CITY OF ATLANTIC BEACH c) 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 w (904) 247-5800 `�U 131 9'" PUBLIC WORKS REVIEW COMMENTS Date: 6/17/2019 Permit#: RESA19-0010 Site Address: 176 PINE ST Review Status: APPROVED W/CONDITIONS RE#: 170628 0010 Applicant: Property Owner: COMMANDER RONALD E Email: Email: commanderr@bellsouth.net Phone: Phone: 4044882068 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: See Conditions of Approval that will be printed on Permit. Public Works 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 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. • , , . . , , .„ . a 14-1 )11 j '17.1r1 fT4 1•F )i 4.14 •V 2TV.34111‘40.7) IN311. - - atol\ t‘e ; •ifiel :4'..231;;CIA Oil4 "Si Ne..313 .1',11-t9 :t1353 C13 . ?JiS ' i34 _ . . . . i:"•1011Mr!"..., triOtialsw.c-144 i . _ !iisrrO• ; IV314 rj 3 rflAqh,,!. :V! I Vt./:.;!ki7ie 2 .110):4: I A ibiTttivt;!.:e*:,1,d tort11 1r) bitOtt4r',•,12UIVI tIci tea illw n9frIPP761 rtait)9110:1 t,l-it.act Pt)1--e-”r !o. ..,-;0'..:t•bc4-.‘'.,) • : 1 firi 't(13i.ts•49't 6 1"`• 9d.? .t" : .74-1.2 1.);'S ZiKft2i'41:41, yit _ , iiti;Mcrrrti".0 '.:14S (Iral:311 31-AfIk•ilt r!Di...iver el-1;1 strij rt; .111 11;(1 s-Jrizt 1:i if:4_2E; 4.1 ;r4e4;1,44nt-• !I ctiftvs - (33Pli,t13.11 3e Ion 11/1,-/ .?.21i14,4-'01tL.Ple.est n1:12lui I1i21,1 earl JAVil 4C; Y114!A.,E)till afA1C$43430 • • CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 SUBMITTAL COMPLETENESS REVIEW COMMENTS Date: 6/17/2019 Permit#: RESA19-0010 Site Address: 176 PINE ST Review Status: APPROVED W/CONDITIONS RE#: 170628 0010 Applicant: Property Owner: COMMANDER RONALD E Email: Email: commanderr@bellsouth.net Phone: Phone: 4044882068 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: recorded NOC required prior to first inspection Jennifer Johnston 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 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. • ,‘,741,` - , • . , : , • - • • • • r•- V 14*• t .!.; .:; . • . .`" Mk:• • 10 iii.!. 11.1‘,11 DI) W31\119 OD JAll'IPISU ,'* • Qicr,\%: ;'•• cY)-r! 714 2.601 WFAV,-.th -1AtNIOD:1111,140 yllecto)ci, 3dOce8:,r,ilk •_efierio .ZW 'r3 M1P1O 3Jt1r :1m 3 c tr.). -eat3R ZINT i..)3111,ntlivz 9d tti.„n ‘.41 .41r,Irf",•0 bocti:.,41 7,e1-1T44 rigii1361:!o) r•f7.019(4?r! ii•••:•: '1)t)1,1 b9bit,„.9.1 • • •.'d4lkidl!O.tqd)rtdi.i...], •;',.'d u •!c. s tt:1,?-.41 511:fl:c.o. stc v-•.,! ti•:•• •—•••• ."tttlit411 --,.Yrr,,;;;;10 r.4F; f•::.•ia;-•heal let Alt* i•-•.!•1, cA _id .50;4 l'if/J i216 ,1904-1!!,1ir ;11 , ',4:nlf194 IGietir;; : ,t•e . Jr) I= iqrflAt:Lf.._.• •.q f .7.-; lAtn'"Aliint; •tFL••.,.17..-;,._.•.•„.! .4. • -d2;!..914jIV. ..A.3;v1Fi CAA 101011ANI.AC1:Liti ;•.!3.4GSU .D01,:11/13C3‹.1 .• • • c)" * os, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD i) 7 ATLANTIC BEACH, FL 32233 (904) 247-5800 N\ I�J2IU ZONING REVIEW COMMENTS Date: 6/17/2019 _ Permit#: RESA19-0010 Site Address: 176 PINE ST Review Status: APPROVED RE#: 170628 0010 Applicant: Property Owner: COMMANDER RONALD E Email: Email: commanderr@bellsouth.net Phone: Phone: 4044882068 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: Zoning 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 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. 11% Z.)i / .4.‘k. '1 ) r11 .) • _, 's)) kAst.1?;‘,173;-« FT7.)1411WYSe !r• • 7 1! !t•1"; 0 t(10 ; .9F4 - -• - • •,J e , .•• •• yrottgoit! • - -- • 4 • :Vh,r113 ! • 3mAq i..111-clUM Q 012V32 IHT . •.11 itr• 'tZ4Al aitakiVIct E • 15P.:1, • " a;dtjttrICOP at4; I at.'?di ,'Sr. trt • f• k4:0:;rr.iikf,'9 ':•••• ?f, •• 41 r?ir, r4.1!"Ir 3 Jr. lintit fic,,te! ; • thn. nts".4 ‘Eitt.i..4.4.4roc•j , ;: • Isdi 11,r 41fAt ri..Aw lc? • ' ,/ -t bt-:162L:„.i-; so , t10 /exi hrls : al , 1..) la Ai:Jr4,1 „e.,,1J,130 (4,1-1(,1 fic;"Aei, !-1.!•ij • _ off* . 03Sics_1,;: 4,1,111C,i1171.1f3i; ;•..,;1!stp ,y,,i31‘;•-4.13 r.1311:'"AsiLW .1.1Ar4.14 Pl. 40 V!.-M,A.; vtorrAV..,'iolmt ....:V143•3 .1w-1 ,t• . , • .s-=Lir City of Atlantic Beach rAPPLICATION NUMBER s sES ABuilding Department (To be assigned by the Building Department.) AA!) 800 Seminole Road (9_ 00(0 7v Atlantic Beach, Florida 32233-5445 e Phone(904)247-5826 - Fax(904)247-5845I !o;;/EE-mail: building-dept@coab.us Date routed: 512r(109 (9 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: rilto Pl j\,L,SA- ' artment review required Yes No Ali n / Buildin Applicant: Dt4AJl�I/ ree is rator Project: "dd ba-t I'i1 ' 6LJP-17 Lt Sti Public Utilitie cOiA.Aetteli 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 Review: Approved. ❑Denied. ['Not applicable (Circle one.) Comments: BUILDING OffailiMMINIF Reviewed by - Date: ,x,31 "( ct TREE ADMIN. Second Review: Approved as revised. Denied. pp ❑ I Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ['Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ;; City of Atlantic Beach APPLICATION NUMBER - r 800 Building Seminole oaC C A (9- 0 '-',.. ' Atlantic Beach, Florida 32233-5445 l/ t 0 Phone(904)247-5826 • Fax(904)247-5845 %D;t1�9r E-mail: building-dept@coab.us Date routed: slat( I 5 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: nle Pt At Si- ' artment review required Yes No Buildin Applicant: DiAJ MA Planning &Zonin Tree Administrator • Project: ot�dd bit tarn O Lt S4 A 4 Public Std 'CV AA a _€ti 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 Review: ❑Approved. (Denied. of applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b . `�._ — Dater 3/7 TREE ADMIN. Second Review: ❑Approved as re sed. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 rsim City of Atlantic Beach �r APPLICATION NUMBER js �, Building Department CEI i/ EO (To be assigned by the Building Department.) `� 800 Seminole Road x' r) MAY 3 1 2019 e �I�- 0010 ,�.. Atlantic Beach, Florida 32233 5445 Phone(904)247-5826 • Fax(904)2 5845 ' 7, E-mail: building-dept@coab.us Date routed: 3-14?" I� 6 15 City web-site: http://www.coab.us BY: APPLICATION REVIEW AND TRACKING FORM Property Address: r i Pt f\LS 1 - 'artment review required Yes No Build in• Applicant: (71. Planning &Zonin Project: Kdd bkilvaM d�� Tree Ad inistrator ;)iA.A(iteti Public Utilitie � 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 Review: Approved. ❑Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING • / Reviewed by' i/,/ ,, Date: 721 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable 11111111.1111111. Comments: PUBLIC UTILITIES • PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY - )' PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: 176 Pine Street Permit#: e.S/9`9 — d G/O *Owner/Project Name: Ronald Commander 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 Atrium Companies Inc. Reliabilt 150, 2'x3' FL20100.3 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 ► t Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1.Siding T1-11, 5/8'X4'X8' 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 Sentry Building Innovation; Roofnado Laplock PSU FL 23333.1 3. Roofing fasteners 4. Nonstructural metal Metal Sales F\Pro-Panel II 14645. 14-F 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 c `.-S 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): TO b2 Determine *Contractor Signature:` *Company Name: .f *Mailing Address: *City: ✓'T—51—[ —/-d L *State: l- *Zip Code: 3 3 *Telephone Number: *E-mail Address: ›11 --�✓(4-tom Cell Phone Number: Fax Fax Number: Page 4 of 4 Updated 10/17/18 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: / ev /`/Nr-� 7'Ti ��c'�� r-�-��-�'�"/ � /� Permit#: /��r *Owner/Project Name: /2DI'�--./d C�Ul/_, I-- As `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 /r Ice._6l -7 Flo '1 )(32)1 (C/a?Q/ CaC>, 2. Horizontal slider /‘t 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 77-- ` , S/21"L 9-1X `2.Soffitspl r SC cid 4 3'kik 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 G'.l7X pL.i 0c 3. Roofing fasteners I 4. Nonstructural metal -746_a.>ci <7-114 . /S roof tires/ S l _ -4 f42/ 3. i /3''9/, Z- 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 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): 7'' 'v+ t vP fe 4 *Contractor Signature: *Company Name: *Mailing Address: *City: *State: *Zip Code: *Telephone Number: *E-mail Address: Cell Phone Number: Fax Number: Page 4 of 4 Updated 10/17/18 OFFICE CC ' 4 :{ EnQIneerInQ Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Evaluation Report "RoofnadoTM LapLockTM PSU" Roof Underlayment Manufacturer: Sentry Building Innovations 1209 Orange Street, Wilmington, New Castle, Delaware, 19801 for Florida Product Approval # FL 23333.1 Florida Building Code 6th Edition (2017) Method: 1 - D Category: Roofing Sub - Category: Underlayment Product: "LapLockTM PSUTM" Description: Self-Adhered Underlayment Prepared by: Facsimile of digital copy signed by p James L.Buckner,P.E. James L. Buckner, P.E., SECB Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61615-23. Florida Professional Engineer#31242 Florida Evaluation ANE ID: 1916 \ L. Bun / Project Manager: Diana Galloway sy-..•'•\\GENSF''•,ccp ; Report No. 17 192 LapLPSU ER • No 31242 Date: 09/24/17 =1:1 . * Z. 0 '• STATE OF ' .FLORIDP,.‘-c, Contents: ''/,,!ONA�E0\\ Evaluation Report Pages 1—5 CBUCK,Inc.dba CBUCK Engineering 2017.10.05 18:45:19-04'00' Phone:(561)491-9927•Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net Business:1374 Community Dr.,Jupiter,FL 33458•Corp/Mailing:2637 E.Atlantic Blvd,#34069,Pompano Beach,FL 33062 FL#: FL 23333.1 Date: 09/24/17 r. Report No.: 17-192-LapLPSU-ER - .1 a :N '' i'. Page 2 of 5 Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Manufacturer: Sentry Building Innovations 1209 Orange Street, Wilmington, New Castle, Delaware, 19801 (740)622-2645 http://www.sentrybuilding.com/ Product Name: "LapLock1M P5WTM" Product Category: Roofing Product Sub-Category Underlayment Compliance Method: State Product Approval Rule 61G20-3.005(1)(d) Product Description: "LapLockTM PSUTM? is a self-adhering membrane for sloped roof applications with multilayers consisting of a synthetic top facer, polymer modified bitumen and a release liner. 40-mils thick(nominally) Roll size: 36" wide x 67' long Product Material/ Material Type: Self-adhering polymer modified bitumen Standards: Material shall comply with ASTM D 1970 per Florida Building Code FBC 6th Edition (2017), Chapter 15. Substrate(s): Plywood Deck,Oriented Strand Board (OSB)or Wood Plank (Design of support is outside the scope of this evaluation) Installation: Installation Instructions: (Refer to the end of this evaluation report.) Installation shall comply with FBC Section 1507.1.1,applicable code sections of the current FBC, and in accordance with the installation method described herein subject to the Limitations and Conditions of Use listed in this Evaluation Report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Performance Standards: The product described herein has demonstrated compliance with: • ASTM D 1970-15a —Specification Self-adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roof Underlayment for Ice Dam Protection Standards Equivalency: The ASTM D 1970/D 1970 M-16 standard version used to test the product meets the prescribed standards in ASTM D 1970-15a standard version adopted by the Florida Building Code 6th Edition (2017)for use as evaluated in this report. Code Compliance: The product(s) described herein have demonstrated compliance with the performance standards listed above as referenced in the current Florida Building Code. FL#: FL 23333.1 Date: 09/24/17 Report No.: 17-192-LapLPSU-ER Page 3of5 Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Evaluation Report Scope: This product has been evaluated in compliance with the building envelope requirements of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Product Limitations and • Deck shall be in compliance with applicable building code. Conditions of Use: • Product is evaluated for use with approved roof coverings that are mechanically fastened through the underlayment and is attached to the sheathing or rafters. Use of this product with tile roof installation shall comply with FBC 1507.3.3 and 1507.3.3.1. • Product is acceptable for use with any roof covering system which specifically references product in the FBC approval. If not listed, an application may be submitted to the local building jurisdiction for approval based on this evaluation combined with supporting data for the roof covering and its attachment to support. General Limitations and • Scope of"Limitations and Conditions of Use"for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under"Optional Statewide Approval". • Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to comply with Florida product approval rule (FAC) 61G20-3. This evaluation report is part of the Florida Building Commission approval for the listed code related criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a design certification of code compliance construction submittal documentation, per FBC section 107, for any individual structure, site specific or permit design. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade &Broward Counties) FL#: FL 23333.1 Date: 09/24/17 CBUCK Engineering Page Report No.:4 17-19 92 LapLPSU-ER Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through QAI Laboratories, Inc. Referenced Data: 1. ASTM D 1970-01 Test By QAI Laboratories, Inc. (FBC Organization ID#TST 9808) Report No. RJ5365P-3, Date: 4/26/17 2. Equivalency of Test Standard Certification By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) 3. Quality Assurance QAI Laboratories, Inc. (FBC Organization ID#QUA 7628) 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) . • FL#: FL 23333.1 Date: 09/24/17 Report No.: 17-192-La pLPSU-ER CBUCK Enc lneerin�i Re 1 of 5 Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Sentry Building Innovations 354 7741 114 =MAW LapLocr PSU Installation Method Evaluated Installation Method: (Installation shall be in accordance with this report,the FBC,the underlayment manufacturer's and roof covering manufacturer's installation instructions) • Adhere LapLock""PSU directly to the entire roof deck. OR • Adhere a minimum 4-inch-wide(102 mm)strip of LapLock'PSU over all joints in the roof decking. Apply an approved underlayment in accordance with FBC Table 1507.1.1 for the applicable roof covering over the entire roof over the 4-inch-wide(102 mm)LapLockT"PSU strips. Use of this product with tile roofing shall comply with FBC 1507.3.3 and 1507.3.3.1. Manufacturer's General Installation Instructions: Deck Preparation: • Deck Integrity - Roof decks should be structurally sound and meet or exceed minimum requirements of the roof deck manufacturer and local building codes. Repair and replace any damaged or rotted sections of deck before installing LapLock"" PSU underlayment • Dry Deck-Deck must be completely dry and free of moisture before installing LapLock""PSU underlayment. • Clean Deck— Make sure to remove all debris, protruding nails/staples which could potentially damage LapLockT" PSU underlayment. Application Instructions: • LapLock'PSU must be applied only when the ambient air and substrate temperatures are above 40°F(4.4°C). • The membrane is cut into 10- to 15-foot (3.05 to 4.57 m) lengths and rerolled. The release film is peeled back approximately 1 to 2 feet(0.3 to 0.6 m)and the membrane aligned with the lower edge of the roof and set in place with the printed side up. The remainder of the membrane is applied directly to the roof deck by removing the release film and firmly pressing the membrane in place. • Alternatively,starting with a full roll of membrane,an approximately 3-to 6-foot(1-2 m) piece of membrane is unrolled while the release liner is left in place.The membrane must be aligned and rolled in the intended direction of membrane application. The release liner on the bottom of the roll is cut carefully in the cross direction without cutting of the membrane.Approximately 6 inches(152 mm)of the release liner in the opposite direction. •The membrane is pressed to the roof deck by applying hand pressure followed with a 40 lb or heavier pressure roller to smooth and secure the membrane, especially at the overlap layers.The lower edges must be rolled firmly with a seam roller. • Install LapLockT" PSU horizontally (parallel) to the eave with the printed side facing up using 3" horizontal laps and 6" vertical laps. • Optimal adhesion results are achieved when Installed in temperature's over 40°F (4.4°C). For temperatures below 40°F (4.4°C)a primer should be applied and 3/8"head roofing nails should be used in the overlap area. • Priming is not required for attaching LapLockTM PSU to wood surfaces when the temperature is above 40°F. • Start installation from the lowest point to the highest point of the roof.Apply LapLockT" PSU in valleys before applying it to the eaves. Install "LapLock PSU" in compliance with applicable code sections of FBC 6th Edition (2017), this evaluation report and manufacturer's installation instructions subject to the Limitations and Conditions of Use listed in this Evaluation Report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. • OFFICE COPY EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION '29 GA. PRO-PANEL II' FLORIDA BUILDING CODE 6TH EDITION(2017) FLORIDA PRODUCT APPROVAL FL 14645.14-R3 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street,Suite 200 Louisville, KY 40202 Telephone: (502)855-4300 Fax: (502)855-4200 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer#62240 1216 N Lansing Ave., Suite C Tulsa,OK 74106 Telephone: (918)492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) ,`�t1�:i mill Installation Details (1 Page) ��.` SOCKAt. /°°°°1/4 °,, . No 62240 it � �• • STATE OF •'i Report No. C2182-14 :0, •x\...:424 • Date: 9.9.17 '�.FS' 4 0 R 1 v..' �`• • FL 14645.14-R3 C2182-14 9.9.17 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: Pro-Panel II Panel Description: 36"wide coverage with (5) 5/8" high ribs Materials: Min. 29 ga., 80 ksi steel or min. 26 ga., 50 ksi steel Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel(ASTM A755). Deck Description: Min. 15/32" thick plywood or min. 3/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c. (Minimum) in the field and edges. Designed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Substrate (optional): Min 1" x 4" No. 2 SYP wood purlins over min. 15/32" thick plywood deck fastened to supports at maximum 24" o.c. Wood purlins shall be fastened to wood rafters with(2)#9 x 3" long wood screws. The wood purlins will be spaced same as panel fastener spacing along panel length. The wood purlin, purlin to the rafter connection and rafters must be designed by others to the carry the load imposed on the panels and installed as per FBC 2017. Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 41.6 psf @ fastener spacing of 24" o.c. (Factor of Safety=2) 71.5 psf @ fastener spacing of 12" o.c. Panel Attachment: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". At panel ends @ 6"-3"-6" o.c. across panel width At intermediate @ 9" o.c. across panel width Sidelap Attachment: %"-14 x 7/8" long SDS with washer @ 12" o.c. Recommended for (Optional) roof slope less than 3:12. Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofmg Systems' and FM 4470 Section 5.5 `Resistance to Foot Traffic'. FL 14645.14-R3 V C2182-14 9.9.17 Page 3 of 3 Test Equivalency: The test procedure in FM 4470 (1992) comply with test procedure prescribed in FM 4470 (2012). Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofmg materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: TAS 125 Test Report Farabaugh Engineering and Testing Inc. Project No. T257-06,Reporting Date 11/14/06 FM 4470 Test Report ENCON Technology Inc. C1587-3, Reporting Date 5/17/08 • a. cstrsa,or s Ss PANEL FASTENER PER ALLOWABLE PRESSURE TABLE ON THIS SHEET. SPACED MAX 9' H PRO-PANEL II O.C.ACROSS RIBS IN FIELD AND TWO SEE DETAIL 1 9'(TAP.) 1 FASTENERS AT EACH RIB AT PANEL ENDS 412" X 7/8'LONG SCREW THIS SHEET (6'-3'-6'SPACING). 12'O.0 WASH(OPTIONAL)D AT • '1 _ :__ MINIMUM ATTACHMENT: PLYWOOD ' Ali. 8d x 2.5'LONG RING SHANK NAJL 15/32'THICK(NLN.) OR 18 x 2'LONG WOOD SCREWS SPACED 0 6'O.C.IN THE FIELD& u MIN.2X_WOOD RAFTER/JOIST/ AT PlYW00D EDGES o c TRUSS AT MAX.24'0.C. 0 N 0 zt TYPICAL PANEL INSTALLATION X—SECTION `.7- =h` 0 Ngo -}} 4 VI -1. ALLOWABLE UPLIFT PRESSURE I nim PANEL PRESSURE 6 ‘" ( FASTENERS P5 SPACING 29 ALONG RIB 24' 41.6 .L . 12' 71.5 o 8 h._1 1/2' 1 1/2'-.I 1.ARCHITECTURALROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE a E �g 1/4'-14 X 7 B'LONG SCREW I FLORIDA BUILDING CODE(FIX). ¢ / 2.ROOF PANELS SHALL BE MIN.29 GA.(t =0.01351.EFFECTIVE COVERING 0 Pi 811H WASHER SPACED AT /9-16 OR 110-14 WOODSCREWS WIDTH OF PANEL=36'. 12.O.C. (OPDONAL) WITH SEF SEALJNG WASHER AT 3.THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING&STRUCTURE AS a "' MAXIMUM SPACING OF 24'O.C. SPECIFIED ON THIS DRAWING. bpi N 1 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS _ PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS IMISNI PRO-PANEL II ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. ii MIN 29 GA. 5.ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING&THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING&THE CODE,THE CODE SHALL CONTROL -f _WWMIL‘MXIIMMIIIIMII0i_-�� 6. RAPIERS/J0ISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS i^ -- --.--i'•Mt REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. ;t-.11111111MINIIIMIWW/►WWIIIMILWS-ice PLYWOOD UNDERLAY1ENT 15/32'THICK (MIN.) DETAIL 1 MAS. NO xeV. 1 2182-14 �ro 1 a 1 • NOTICE OF PRODUCT CERTIFICATION sommimiEw ,,t9 CERTIfic.4 O c,4 "'r,� CERTIFICATION NO: NI012954.02 F r DATE: 12/07/2015 N • I CERTIFICATION PROGRAM: Structural t r COMPANY: Atrium pRl'+f ,,�`'��G� CODE: 1373-1 9A'En pfto To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Atrium Companies,Inc. Series "150/160" 9001 Ambassador Row Vinyl Single Hung Window Dallas,TX 75247 w/Fin Installation Configuration:O/X Glazing:Insulating Glass(Annealed) Frame: W-914mm(36") H-1880mm(74") Sash: W-846mm(33.31") H-921mm(36.25") DLO: W-794mm(31.25") H-848mm(33.38") SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/LS.2/A440-08 Class LC-PG50 914 x 1880* (36 x 74*)-H AAMA/WDMA/CSA 101/LS.2/A440-05 H-LC50 914 x 1880* (36 x 74*) Design Pressure: +2400 Pa (50 psf) Water Penetration Resistance Test Pressure:360 Pa(7.52 psi) Product Tested By: Architectural Testing, Inc. Report No: B8797.01-801-47 Expiration Date: December 31.2019 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804) 684-5122 EXTERIOR / \ SPF OR DENSER Table 1 -Verified Installations FINISH Certification OP (psi) WIDTH (in) HEIGHT (in) NB Screw 1.5" MIN 1/4' MAX See Note 2 \ EMBEDMENT SHIM SPACE Single +/- 30.0 48 96 Single +/- 35.0 36 96 L o Single +/-50.0 36 74 Voc________ err 770L ...,_ 1 , __ r7, ii, 04 - j I _ ,.,.__ t EXTERIOR mu FINISH ( ) ®�� NOTES: �_ o `� �� 1. INSTALLATIONS SHOWN ON THIS DRAW NG HAVE BEEN VERIFIED AS THE AS-TESTED INSTALLATION FOR THE _-",._ PERFORMANCE LEVEL SHOWN. VERIFIED PRODUCTS ARE LISTED IN TABLE 1. THIS DRAIMNG APPLIES ONLY TO THOSE 118 Screw PRODUCTS. See Note 2 2. INSTALLATION ANCHORS SHALL BE #8 PAN HEAD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 01 v 1.5" INTO WOOD FRAMING MEMBER. SCREWS SHALL SATISFY NATIONAL DESIGN SPECIFICATION FOR MATERIAL PROPERTIES =7.11P 1.5" DIMENSIONS. EDGE DISTANCES SHALL BE MINIMUM 3/8" '� " =it 12" 2" PER THE CURRENT NDS. M " >F' MAX, 3. WOOD FRAMING SHALL BE SPRUCE-PINE-FIR (G=0.42) OR ■ �,, I DENSER. O 1 0 Y •' 4. INSTALLATION ANCHORS ARE SHOWN GOING THROUGH Ir EXTERIOR FINISH. ANCHORS MAY BE INSTALLED DIRECTLY I INTO WOOD FRAMING MEMBER WITH 1.5" MINIMUM EMBEDMENT STILL REQUIRED. 5. ANCHORS SHALL BE LOCATED WITHIN 2" FROM CORNERS AND 11,11 12" MAXIMUM ON CENTER SPACING. 6. THESE INSTRUCTIONS ADDRESS STRUCTURAL REQUIREMENTS ONLY. WINDOWS SHALL BE INSTALLED PER ASTM E2112 OR • FMA/AAMA 100. • 7. SMALLER WINDOWS OF THE SAME CONSTRUCTION AND EQUAL OR LESSER DESIGN PRESSURES ARE COVERED BY THIS Q869... DRAWING. THIS APPROVAL APPLIES TO BOTH J-CHANNEL AND NON J CHANNEL FRAMES. fill 8. GLAZING TYPE, GLASS TYPE, AND GLASS 1HICKNESS ARE 1"" ..4% M 12" ESTABLISHED BY THE CERTIFICATION AND SHALL COMPLY WITH REQUIREMENTS OF ASTM E1300. GLAZING TYPE SHALL Lithiall. MAX' BE INSULATING GLASS. u ri MAX.2" . PRODUCTS LISTED IN TABLE 1 ARE NOT IMPACT RESISTANT. IF USED IN WIND-BORNE DEBRIS REGIONS, APPROVED PROTECTION DEVICES ARE REQUIRED. . 10. PRODUCT OR INSTALLATION IS NOT APPROVED FOR HIGH Devotion View VELOCITY HURRICANE ZONE (HVHZ) ^© 1/4' MAX I(/ I [SHIM SPACE nes memo a PROM[TAIIT ANO caNPIDDIRAL TO ATNNM aORPORATNM. No. Date Revision Description ANBy ECN #ATSIUO MOLL NOT SE REPRODUCED.COPIED,OR NIACE0 IIMOUT THE EXPRESSED WRITTEN PERMISSION Or ATRIUM CORPORATION. I &woo SO(IMI,ne cu.are.or . Y 1711171 . Mill; ' t � material(Too-May-TommX t.Ana(N I,NA TA ..XJM.Axis 1.5" MIN r WNW(!/11) NA WOO-E EMBEDMENT II Te. OY.n eP raver eP MIN ear. [KY OW N. ADW-01 08 JTS t DJC 16 JULY 2008 3:4 ANSI B 150/160 SH FIN INSTALLATION EON OMNI low ON Nem UM I/1 ECR-2008-1395A ADMOe ISO IED sI Inldaenn M*,.Uo,. f `4)1 .� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map links Search dbpr ` )Product Approval ` o` ( C¢_ 1 USER:Public User i"" Product Aooroval Menu>Product or Application Search>Application List>Application Detail FL# FL10864-R4 /r i 1- 13 Application Type Revision lX Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Simpson Strong-Tie Co. Address/Phone/Email 2221 Country Lane McKinney,TX 75070 (800)999-5099 Ext 3027 kcullum©strongtie.com Authorized Signature Keith Cullum kcullum@strongtie.com Technical Representative Keith Cullum Address/Phone/Email 2221 Country Lane McKinney,TX 75069 (800)999-5099 Ext 3027 kcullum@strongtie.com Quality Assurance Representative Shelby Short Address/Phone/Email .5956 W. Las Positas Boulevard Pleasanton,CA 94588 (800)999-5099 sshort@strongtie.com Category Structural Components Subcategory Wood Connectors Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service,LLC Quality Assurance Entity Benchmark Holdings, L.L.C. Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ted Berman,PE Validation Checklist-Hardcopy Received Certificate of Independence FL10864 R4 COI ICC-ES Cert of Independence 2017-12-06.pdf Referenced Standard and Year(of Standard) Standard Year AISI S100 2012 ANSI/AWC NDS 2015 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option C Date Submitted 10/05/2018 Date Validated 10/26/2018 Date Pending FBC Approval Date Approved 10/30/2018 Summary of Products FL# Model,Number or Name Description 10864.1 HSS2-SDS1.5, HSS2-2-SDS3, Heavy Stud Shoe HSS2-3-SDS3, HSS4-SDS3 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10864 R4 II ESR-2608.pdf Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure:N/A Evaluation Reports Other: FL10864 R4 AE ESR-2608.pdf 10864.2 LTB20,LTB40 Bridging Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10864 R4 II ESR-2608.pdf Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure:N/A Evaluation Reports Other:This product has not been evaluated for uplift FL10864 R4 AE ESR-2608.odf resistance. 10864.3 NCA2x10-12, NCA2x12-12, Bridging NCA2x8-16, NCA2x10-16, NCA2x12-16 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10864 R4 II ESR-2608.pdf Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service, LLC Impact Resistant:N/A Created by Independent Third Party: Design Pressure:N/A Evaluation Reports Other:This product has not been evaluated for uplift FL10864 R4 AE ESR-2608.pdf resistance. 10864.4 RCWB12,RCWB14 Wall Bracing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10864 R4 II ESR-2608.pdf Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service, LLC Impact Resistant:N/A Created by Independent Third Party: Design Pressure:N/A Evaluation Reports Other:This product has not been evaluated for uplift FL10864 R4 AE ESR-2608.pdf resistance. 10864.5 RPS18,RPS22,RPS28 Repair Plate Strap Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10864 R4 II ESR-2608.odf Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service, LLC Impact Resistant:N/A Created by Independent Third Party: Design Pressure:N/A Evaluation Reports Other:This product has not been evaluated for uplift FL10864 R4 AE ESR-2608.pdf resistance. 10864.6 SS1.5, SS2.5,SS3,SS4.5 Stud Shoe Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10864 R4 II ESR-2608.pdf Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service, LLC Impact Resistant:N/A Created by Independent Third Party: Design Pressure:N/A Evaluation Reports Other:This product has not been evaluated for uplift FL10864 R4 AE ESR-2608.pdf resistance. 10864.7 TB20,TB27,TB30,TB36,TB42, Tension Bridging TB48,TB54,TB56,TB60 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10864 R4 II ESR-2608.odf Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service, LLC Impact Resistant:N/A Created by Independent Third Party: Xi Ste/ y immisimmossimadt- 3-O 31-$1 � . 2?I-gI - F31->31_r_ i T. • • TURN G�vdN --;'----I'7:-:}.11ANG.SAAB I _ 0 J Iel pe W12-v 5 I I w,/ I/Io W.W'F.DI a '¢' (21-& THICKI,I 5LAE5 c-1 tII�IIII�I(f1111111)11 I1111lfIlI14Itlillllll1llllplltjlll�Ifllllllll� -- � ��I_6" 351-0° ?I-611- »,------CIA lou GONG. 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I f ►, yam" GYP3i„A c FRAMING �LAI�I 9.25} —I—' e.% - 9/b" pt-Ywknu �i�u.3s Sc.„5,1...6 11111111111111111 -, V2" IN6u�ATio1J acAgp /4 = I'_at; —a;. - CONE P�UNITY DEV • "'°�' `� FLOP Y,,.,� T je. .41 ., r.T 2"4 ,�/1,2� Ar�cHoR MENT RI3e1C6 2 OC G'b.c• eot T Q 4&"O.a• .; ip 4'conic. 5t.^6 ,V4.6. APPROVED/ ,LS ILSM1 .EIR rg 40/10 w,w.F. `� V E 2 wJICA,oll.ks vvArt',1C ARIGE . Alt I "-4-1r-- --ebN conic. et_DcK E� � • • •, 10"v 20"cor.L• F126.•v4/8-11`5 S TA I K. META I L. S EC T I O r-.1 1 ` 4 ATLANTIC �AcH t FLoRPO,. SALa 5/4 'G" l_ '1 a Ii3GAC 1/2" s Ii-O" 1 C. 17c,(7$ PIN- uo-�I = u7i/i 8-tdo8 11C:;.-II = ui'/C �1sYOS .� va12�"l N0vG9 ��N`C'IlQ H O Id I 1 S "-I I dl�a I d1 ile=a0111101, 411111101r5iF SIM 5ld olvoo Hen, u� IiiWM xG-»na ,in9 -r.: 1vl0vyg{rZ '2191'W 20."9 bGddA m _ . tIi s • 'PAW ai/ 1 r'iJ iS91,41N16ZIX. 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TIOWJ a- , n`;/Gs S-I`q J S 11 1I SNQ1Iv'nG-1 G NgNolI7i - ca J INn _ x z I• _ lull poi; Tiar..:rrl�1 L..�__..._1 �a>l C �,I "'I-„ .--. `�.o,on91 �alxZ _ "-- JJ�-.lora 11��0� —J,..t as --/_ ` g9rvvsl � a n ,t ' A tTi i fl21 4 >11v1s t I I I 0 p �1INIa aan„a L N Q — ----17 '4 ---._. - 11d�og 1I ,Dc .U4-Jos —CO 4 Idk. § gib , • ra 'VW r n - • 142 uhle itV. 0 Mt, ,• t I L' /\ J INITIALS DATE ;: Viri'?V,C/DRA I NAGE I C P ARTMFNT 41 12. : ',..1SIWAT.ERISEWER . :7.:NTS O EXCEPTIONS •••••• •••••••Oeff te7 /175 vine, 5±-, 6) Are n t d � L7- 3 ` 3 -=,'` MEMORIAL DAY SALE STARTS NOW + FREE SHIPPING ON THOUSANDS OF ITEMS WITH MYLOWE'S. SHOP NOW> Open until 9PM! Prices, promotions, styles, and availability may Lo vary. Our local stores do not honor online pricing. W E'S N.E. Jacksonville Lowe's Prices and availability of products and services are subject to change without notice. Errors will be corrected where discovered, and Lowe's reserves the right to revoke any stated offer and to correct any errors, inaccuracies or omissions including after an order has been submitted. Item #633026 Model#719801227614150SH ReliaBilt 150 Vinyl New Construction White Exterior Single Hung Window (Rough 1 24 35 Opening: 36-in x 36-in; Actual: 35.5-in x 35.5-in) • The most popular of the ReliaBilt new Have an construction single hung windows, the... opinion? 4 • Designed for new construction and No Reviews Help others decide. Community remodeling applications, the window ... Write a Review View Now • The bottom sash tilts in and operates Q easily with both an integrated, full-... Ships to Store Delivery FREE Ready for iel Ready for delivery: pickup: Estimated on Estimated by 06/05/2019 06/05/2019 In use lifestyle image. accessories not included; see specifications for correct number of locks Qt CHAT WITH LOWE'S Get 5% OFF' EVERY DAY or 6 Months Special Financing" "Oftee sJpject to credit approval aro cannot oe co^'oined Mtn othe'cred t offers.ilk %``-t CETAILS Minim ar^ocrchase repaired.Exclusions apply. Product Information ODescription • The most popular of the ReliaBilt new construction single hung windows, the Series 150 showcases a brick mould exterior to complement any home's style • Designed for new construction and remodeling applications, the window installs easily with a pre-punched, integrated nail fin and J-channel included (Series 160 available without J-channel) • The bottom sash tilts in and operates easily with both an integrated, full-length, slim-line lift rail, and block and tackle balance system t • DP-50 rated (Design Pressure rating) on windows up to 36-in W x 74-in H • Features energy-efficient Low-E glass to cr su help reflect the sun's heat back away from 0 your home in the warm summer months and to help hold the warmth inside your home during the colder winter months • Features a 5/8-in contoured grid pattern between the glass panes to enhance the style and appearance of your home without creating the extra cleaning complexities of grids outside the panes • Window comes standard in white and includes a half screen; additional sizes, factory mulling, glass, wood jamb extensions, grid and colors are available; see your local sales associate for available custom options Q.1 CHAT WITH LOWE'S . . , 7 V#4.1 . . jubci -• - -Jo" <". )41. '' ; ••.4 • • in)1."'"!'ilt!)t !.:fir; 1.1 • f ; • •; '!`.,•;(.1,,6 Pi 4'!':).)riir,` 1.1A 14"';:.•••: :• Obi ;f 4f • ..t • • ' ' ' • • • • ., ,4 3 s .< Jcbv • bce -.'" • . 1• • Standard manufacturer's Limited Lifetime Warranty included on all vinyl materials and all parts under normal use, as well as a 25- year prorated warranty against seal failure (see actual warranty for details) • All ReliaBilt windows are manufactured exclusively for Lowe's and made proudly in the USA �® Specifications Actual Height 35.5 J Channel Integrated (Inches) Mulling N/A Actual Width 35.5 (Inches) Wood Jamb None Extension Jamb Depth 3.25 (Inches) Number of Locks 2 Series 150 Ventilation Latches N/A Interior White Tilt Mechanism Flush Color/Finish High Altitude Rated Exterior White Color/Finish Hurricane X Approved Hardware -n Color/Finish White Miami Dade X Q Approved eL Paintable >•. v Florida Product Color/Finish Family White Approved Frame Material Vinyl Texas Department of Insurance Grid Type Between the glass Approved Grid Width 5/8-in Meets CA Forced Entry Grid Profile Contoured Requirements Grid Pattern 1 hx2v Sound Argon Gas Transmission Control (STC) Insulated Rated Glass Strength Single strength Design Pressure 50 (DP) Rating Obscure Glass X 1.35 �� CHAT WITH LOWE'S Frame Profile Brick mould i 1716)7i'iPtc7; * i••• 7.3 vie:1.116W • ••:: it i)."i;•1 1?1, F.9v 101 ;. i;f4F1) ryTE. lc: 117$ •0 I'%Pr ti:C1 •111'.1.MH 0•-;411-11k, •; el. •). 1 W1-1 f:;;;*,.• zeiis;i2; 3 ffeeihI vit'••7 . • leg* • &.:it.;'.• 7.1tni:7•11 • thr, Pi”)1c1 : . trii!•-4;C. 's'cit)) . ' • • Screen Included Half Solar Heat Gain 0.27 Coefficient(SHGC) Screen Type Fiberglass mesh Grid Included Screen Frame Type Roll-form UNSPSC 30171600 Balance System Block and tackle Rough Opening 36 Tilting , Height(Inches) Warranty Limited lifetime Rough Opening 36 Width (Inches) Lowe's Exclusive Glazing Type Double pane Project Type New construction Glass Insulation Dual-pane Meets Egress X Requirement ENERGY STAR Certified f°' Lock Type Cam North/Central Zone Nail Fin Integrated ENERGY STAR Certified Northern X Zone ENERGY STAR Certified %,= South/Central Zone ENERGY STAR Certified Southern :, Zone For Use with Mobile Homes m co a 0 v c) x Projects, Tips & Services b_ kw, , { n h ' F .\,. ., N9 1/4, 1 b „ir , , tiH 7 .24 CHAT WITH LOWE'S , . • ., • • \:.' .il t,.;.t r:f it7,41-:1:4,1cce: '',,-:i b-1,1)L4.-.411 ri,•'e,s!r::::1 '.).)/Y.f1:)Tt 8-!..).:41:•ii.?: ,..% ',, .• t--c.,- -,, qz•,.:,,,,,nj $?''ic: c:srill4;i4e iii3i:;r:,1 ...,... 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Permit Number: B0619273.000 Address: 176 PINE ST Apt: Jun 01 2011 8: 37RM HICKMANMETRL 3523774656 p- j ;1""% ,04 _, CITY OF ATLANTIC BEACH 1"' 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 � INSPECTION EMAIL. REQUEST: J; y Building-dept�caab,us Application Number 07-00000893 Date 6/22/07 Property Address 178 PI ST Application type description ROOF Property Zoning TO BE UPDATED Application valuation . . . 5250 Application desc RE (ROOF Own4r Contractor JONES HICKMAN METAL ROOFING • 178 'PINE STREET Q/C:HICKMAN, DONALD LAWERENCE ATLANTIC BEACH FL 32233 PO BOX 5515 GAINESVILLE FL 32627 (904) 779-5786 Permit . . . . . . ROOF PERMIT Additional desc . PerrO.t Fee . . . . 35 . 00 Plan Check Fee . . 17 . 5 Iss9e Date . . . . Valuation . . . . 52E Expiration Date . . 12/19/07 1 Feesummary Charged Paid Credited Due Permit Fee Total 35 . 00 35 . 00 .00 .00 Plan Check Total 17 . 50 17 . 50 .00 . 00 Grand Total 52.50 52 . 50 .00 . 00 •• • •• PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODE* i +' '',:!::. . CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD • :' 4°- '';";:ii .' : ATLANTIC BEACH, FL 32233 .Y INSPECTION PHONE LINE 247-5826 r. li > .` INSPECTION EMAIL REQUEST: Building-dept@coab.us Application Number . . . . . 07-000008 . Date 6/22/0'. Property Address 176 PINE ST Application type description ROOF Property Zoning . . . . . . . TO BE UPDATED Appliication valuation . . . . 5250 • Application desc RE (ROOF -4 Owner Contractor JONES HICKMAN METAL ROOFING 1761PINE STREET Q/C :HICKMAN,DONALD LAWERENCE ATLANTIC BEACH FL 32233 PO BOX 5515 GAINESVILLE FL 32627 1 .4 (904) 779-5786 Permit ROOF PERMIT Additional desc . Permit Fee . . . 35 . 00 Plan Check Fee . 17 . ! Issue Date Valuation . . 52! Expiration Date . . 12/19/07 Feelsummary Charged Paid Credited Due Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total 17 . 50 17 . 50 . 00 . 00 Grand Total 52 . 50 52 . 50 . 00 . 00 i 1 1 I \‘‘‘4‘ .----\ ,....:---. )\,g\-•••-- .,N 1.130 1 \\1)-Ikk/4.1VA - _ r—. -- ---- Ii—i'i)..,..:—. A\ k:\ ‘ •::: • 1 ti C75 — k 'ksS .-lkik1 I, PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i l ROOF SLOPE-1 :12 to 3:12 SYNTHETIC SOLDERED SEAM STITCH SCREW SM5227 "TACKY TAPE" BUTYL TAPE SEALANT ASTM E 1646 CERTIFIED / AAMA 804.3 &807.3 1:12 TO 2:12 12"O.C. +2:12 TO 3: 12 24"O.C. WOODSCREW WOODSCREW iI) • t� { ca. • ` WOODSCREW r STITCH SCREW (RECOMMENDED AT ALL SIDE LAPS ON ROOF ONLY.) / FASTENERS RECONENDED AT ONE SIDE OF MAJOR RIBS. 8M5227 "TACKY TAPE"BUTYL TAPE SEALANT I / ASTM E 1646 CERTIFIED / AAMA 804.3 &807.3T I tea`"�_• Ken Ehlers. P. E. PRO - PANEL I Licensed Professional .-' E +i (.0 � F:•� Metal RoofingSystem Engineer No. 18243 `� .4,11e. • � 531 S. SR. 434, STL. 2005 :r . R ,r Altamonte Springs,FL 32714 . No 56243 • a ri Phone(407)-290-2799 :•0 STATE NOTE: ` ; r01 . THIS STRUCTURE HAS BEEN DESIGNED 0.• REQUIREMENTS TO MEET OR EXCEED THE 120 M.P.H.WIND ' REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Page 13 ....n.vuNSED TECHNICAL REFERENCE P " O- PANEL II® Al IALHMbNI DETAIL GENERAL INFORMATION #'G-14x'/e"Stitch Screw ► Slope i - The minimum recommended slope for Pro-Panel IIS roofing panel is 3:12. ► Substructure Pro-Panel II'is designed to be utilized over open structural #12-14 x11/4" framing,ora solid substrate. To avoid panel distortion,use a Panel Self Driller properly aligned and uniform substructure. nii ► Coverage — Pro-Panel fig panels are available in a 54'rib height with a coverage width of 36'. -Siphon 10- LengthGroove / Minimum factory cut length is 5'-0`. Maximum recommended 1------ --1-"Arriti , panel length is 45-0'. Longer panels require additional consideration in packaging,shipping,and erection. Please consult Metal Sales for recommendations. ► Fasteners The fastener selection guide should be consulted for choos- ing the proper fastener for specific applications. Quantity and type of fastener must meet necessary loading and code FASTENING PATTERNS requirements. NOTE:All panel are subject to surface distortion due to improperly applied fasteners. Overdriven fasteners will #'4-14 x'/e"Stitch Screw #12-14 x 1'/4"Sett Driller cause stress and induce oil canning across the face of the panel at or near the point of attachment. ► Availability Finishes:Acrylic Coated Galvalume•,MS Colorfast30®, or various Kynar 500(PVDF)colors. Gauges:26ga and 24ga standard ALLOWABLE UNIFORM LIVE LOADS PSF''" '' SECTION PROPERTIES (3 or More Equal Spans) Top in Compression' Bottom In Compression'• Inward(Gravity/Deflection) Outward Uplift(Stress) GA. Width Yield Weight r — --- Load" • Load' (in.) KSI PSF Ixx Sxx Ixx Sxx 1W/ft Ina/ft Ino/ft In'/ft 2' 2.5' 3' 3.5' 4' 5' 2' 2.5' 3' 3.5' 4' 5' 29 36" 80 0.71 0.0067 0.0134 0.0053 0.0137 93 60 42 26 18 9 121 78 55 40 31 20 26 36" 80 0.87 0.0087 0.0179 0.0067 0.0173 117 76 63 34 23 12 161 104 73 54 41 27 1. Theoretical section properties have been calculated per AISI 1996. "Specifications for the design of cold formed steel members." Ixx and Sxx are effective section properties for deflection and bending. 2. Tabulated loads are allowable loads calculated in accordance with good engineering practices and with AISI 1996 specifications for bending stresses.Panel weight has not been subtracted from allowable gravity loads. Allowable load does not address web crippling requirement, or fasteners/support connection. 3. Allowable loads are calculated in accordance with AISI 1996 specifications,and have been increased by 33V3%for wind uplift. Contact Metal Sales Technical Services Department for more information. 4. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. metal sales Kent,WA(800)431-3470 Spokane,WA(800)572-6565 Independence,MO(800)747-0012 manufacturing corporation Temple,TX(800)543-4415 Jefferson,OH(800)321-5833 Fontana,CA(800)782-7953 Longmont,CO(800)289-7663 Rock Island,IL(800)747-1206 Anchorage,AK(866)640-7663 "40'111P•441.. Antioch,TN(800)251-8508 Sellersburg,IN(800)999-7777 Bay City,MI(888)777-7640 Recommended Roof Fastening Guide. • Applicable ONLY to Metal Sales herein listed products. metal sales manufacturing corporation TTE3 Mean Raaf Haight(ft)I"3 �t c=211 3)12<ROaf slope x5:12 Roof slope>6:12 ' Design Pressure(psf) pi'Iw Design Pressure(psi) i2"6) Feld_-26.66 psi Edges:44.39 pal COMM:-121.21 psf Field:-36.58 psi Edrics:-6&N psi Co-turs:-65_1t vsf Substrate Substrate Substrata Substrate Substrate Substrate Steel t`'51112-Ply rsl 3:5'Pty t'• Seat r+xs_1F2'Pty r{y5-Ply s Steel aur.1tr Py4s e'PA'S Steel t41511i2"Ply's'sits Ptyt' Steel''1:"_tr2-Pty(c'5f5•Pty 6 Sbsl PIM tri. ':6,•5'P:v n orc spsoni serl!panel fndtes) CuC Spotlng along panrt{Imre') O'tSax-:ngJean Nine(ndvs) C.'C SbzcnpatmppscN(licher) Ott Spew.;at,nq party pn—es) OC Spe:np atorg panel fore s) Product Name: 1 i Pro-Panel 1136"-29 ga. 36 31 36 24 15 24 14 9 15 36 J1 r 36 24 t 7 24 24 17 24 Fast �'across panel width Pro-Panel 1136 26 ga_ 42 31 42 22 15 24 14 9 15 42 31 42 24 17 26 24 17 26 Fast 1i��",crass panel width _ _ - _ Note f�-curs (1)Roof Mean Height- ave he ht from lowest de point+rid a height from laves) �A-r.u.�. rat (E g !}ra P� 9 9 grade point)12 2 -,......n ^ (2)Atlowa Cie spacing are calculated per AtS1 1996 Cold Formed Steel Design Manual for 3 or more equal span ed tion. =Q-�' w:u� �m ,met ... a-, Fig 11 INGREAE tLLQWiZESOR Yt�(tJ {3)Design pressures are based on ASCE 7-98.Lund spend up m 12O MPH,Exposure C.Importance!=1.0 With OVERHANGS. ,JO Jr�, Kzt=1 ,Kd=0.85 Grailly loans is assonw�5 tu1\y susmetlby the subs\sate s�•akem. :,.- ✓(4)22 ga n,:n(0.0336')steel deck substrate with min.Yield Strength Fy=33 kSi (5)AJ/owabre spacing are based Strictly on Metal Sates herein fisted products line and on the following sv j fasteners(as manufactured and tested by ConsYuction Fasteners,Inc.) j a-Steel Substrate:4 12-14 x L self driller.(L=appropriate length.Fastener must exitnd by min.of 3 threads from J bcEom of substrate) — b-P}wood Subs!rate:4 S-15x L woodscrew.(L=appropriate length.Fastener must extend by min.of 3 threads from bottom of statx_trate) - i (6)Allowable spacing has been checked against panel uplift capacity as determined per AlSI 1996 wily supplement 1. Contact your Metal Sales representative for use of other types of fasteners and substrates. • 14`t R - 1 . .r i', e 'iN' v I_()N1)111N IS1) I VA-111.1\-111.1�L.1 A............P ' 0- PANEL Il® IAnti-Siphon Groove 6/9.3- 1 2" --I 31/4," k_ --I 21/4" L- 36" 36"Coverage APPLY OVER OPEN COMMERCIAL DIRECT 36" MINIMUM FRAMING OR ARCHITECTURAL FASTEN COVERAGE 3:12 SLOPE SOLED SUBSTRATE PANEL HIGHLIGHTS ► Finishes: Kvnar 500(PVDF), MS Colorfast30®, and Acrylic Coated Galvalume ► Gauges: 26ga standard ► 36" panel coverage,5/8" rib height ► Trapezoidal ribs on 9" centers ► Applies over open framing or solid substrate ► Exposed fastened,low profile panel ► 3:12 slope minimum ` i i :-1 /,, TESTING ► Texas Windstorm Approved Pro-Panel II metal sale* menutecturin0 Wrporat•a ► UL 2218,Class 4 Impact Resistance Approval #: 1391.2 ► UL 790,Class A Fire Resistance Rating ppg 1 � ASTM#: A792 or A653 . s,,,, . -1.. QUESTIONSHfCKMAN &ANSWERSMETAL ROOFING WE DO METAL RIGHT! METAL 1 -800-662-8897 Typical Questions Concerning Metal Roofing Systems for Residential Applications QAren't Metal Roofs Noisy? Q How Is Metal roofing Ordered? The noise generated by a metal roof that is Metal roofing is custom cut to the inch based on Aproperly installed over a flat deck is no greater A individual project measurements and panels can than that of a shingle system. be provided up to 40' in length. Color matching trim is available in 10' or 12' lengths and flat sheets in 10' lengths. QWhat is the Life Expectancy of a Metal Roof? A quality metal roof that is properly installed How is Metal Roofing Applied? To What Ashould last the lifetime of the owner. In fact, Q Substrate? Do I need to be Experienced at because metal withstands so many elements, Working with Sheet Metal? metal roofing is known for it's attractive life cycle. Metal roofing should be applied over a flat deck Awith wood screws as recommended be the How Well Do Metal Roofing Systems Stand manufacturer.An extensive knowledge of sheet Q Up to the Elements? metal work is required for trimming panels,cutting valleys, hips and penetrations, fitting of trim and Properly installed metal roofing will withstand proper application of fasteners. Ainclement weather (high winds, hail, snow and rain)better than any other roofing material.Metal does not absorb water which can lead to cracking What is the Cost of Metal Roofing Compared and rotting. Q to Shingles?Compared to Shakes?To Other In testing,metal systems have withstood winds Materials? up to 200 M.P.H. and have historically survived hurricanes and wind storms when other materials Although the initial cost of metal roof systems have failed. In addition, metal does not burn, rot, A may be higher than shingles,the cost/benefit ratio warp,split,or crack and is impervious to termites over the life of the roof is superior to that of a and pests. shingle system and far superior to either shake, slate,or tiles.Material cost alone(retail)for metal ranges from $150.00 to $350.00 per square depending on the gauge,configuration and finish. QWhat Does Metal Roofing Weigh Compared Installed cost ranges from $300.00 to $700.00 to Other Roofing Materials? per square. The material cost of shingles varies from $50.00 to $150.00 per square with an installed cost ranging from $200.00 to $400.00 Steel roofing weighs from.7 to 1.3 lbs.per square per square. Shakes will show an average Afoot depending upon the gauge and installed cost of approximately $600.00 per configuration. Shingles average 2 to 2.5 lbs. per square and Clay/Concrete Tile and Slate square foot. Clay tile weighs approximately 10 Systems will usually cost more than shake.These lbs. per square foot. costs vary according to region. BUILDING INSPECTION DIVISION CITY OF JACKSONVILLE, FLORIDA �.. ROOFING PERMIT: 130619273 .000 40. 00 ',- ! DATE ISSUED: 04/03/O6. DATE PAID: 04/03/ob..PERMIT FEE - $ 4 E TOTAL FEE $40.00 CONTRACTOR LICENSE: CCC057887 d.b.a.: HICRMAN METAL ROOFING FOR: RUSSELL JONES AT: 176 PINE ST CITY INSPECTOR: GALV IN, ROBERT M. 509-1933 TO SCHEDULE AN INSPECTION CALL 630-2973 OR - HTTP ROOFING .,UNITS: NET/PW/BID/PERMITSTATIIS/ USE - RES: SINGLE FAMILY NUMBER OF SQUARES : 0025 CONSTRUCTION COST: $14, 300 TYPE OF ROOF: Metal Re-roof SLOPE OF ROOF: 06 .12 THE WORK DESCRIBED HEREIN SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. LOCAL ZONING CODE. AND OTHER APPLICABLE REGULATIONS OF THE CITY OF JACKSONVILLE, STATE OF FLORIDA, AND FEDERAL GOVERNMENT. IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT. THERE KAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THE PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORD OF THE COUNTY (CITY), AND THERE MAY BE ADDITIONAL PERMITS REQUIRED. IF NO WORK IS DONE ON THE PERMIT DURING A SIX MONTH PERIOD. PERMIT NAY BECOME VOID. THE PERMIT HOLDER MUST CONTACT CALL SUNSHINE (1-80D-432-4770) PRIOR TO COMMENCING ANY EXACAVATION OR SITE CLEARING. TTA HEEPERMIT PERMIT IS SHALL DELIIVER AD TO ORK COPYNTHE OF THISTY'S PERMIT AND ALLIGHT OF AY OR FORMS RECEIVED WITHH THISNTACT HE PERMITLTOMENT THE RE�PROPERTY OWNER 630-1105. C MENCEMENT MAYYRESULT IN YOUR PAYING TWICE FOR OF IMP YOUR PR PERTY. I Y U INTEL o OBTAIN VE E 8FWITH UU�Rt LEND R RAN ATT RNEY j 'IN ' YOUR N TICS OF M ENCEME T. ,EF COPIES OF THIS PERMIT, A SET OF APPROVED PLANS (IF AN AND TIIE RECORDED NOTICE OF COVLMENCEMENT(OR A NOTARIZED STATEMENT THAT THE NOTICE OF COMMENCEMENT HAS CONSPICUOUS PLACE ON TTHGE JOB SITE�FOR VERIRFIICAATION COPY OUR INSSPECTORS. POSTED D IN A BELOW IS A LIST OF THE MINIMUM REQUIRED INSPECTIONS FOR THIS PERMIT ONLY. THERE MAY BE OTHER INSPECTIONS REQUIRED. FAILURE OF THIS LIST TO INCLUDE A REQUIRED INSPECTION DOES NOT GRANT YOU PERMISSION TO PROCEED WITHOUT OBTAINING INSPECTIONS REQUIRED BY THE FLORIDA BUILDING CODE. THIS LIST DOES NOT INCLUDE REQUIRED INSPECTIONS FOR SUBCONTRACTOR'S ASSOCIATED PERMITS. IF THIS IS A BUILDING PERMIT. THE LIST WILL INCLUDE A LISTING OF OTHER REQUIRED PERMITS. REQUIRED INSPECTIONS FOR THOSE PERMITS WILL BE LISTED ON THOSE INDIVIDUAL PERMITS. THE ORDER IN WHICH THE INSPECTIONS ARE LISTED IS NOT NECESSARILY THE ORDER THEY NEED TO BE REQUESTED. REQUIRED INSPECTIONS ARE MARRED WITH AN 'X' (X)53 ROOFING I - -•••• .,L..mrinnnt I r-IL 3523774656 p. 4 f i c i ,t r / /� -1- r L . tis `> I-•-c-� Contract land Agreement' 1 14 5: CONTRACT AM0l1NT: $ /0, 5a c- , mar DOWN PAYMENTi: $ 1, S''-[? 0. ''" ETAL ROOFING TOTAL BALANCE $ city a• "" DATE: Q8/2402 2405 NW 66th Court • Gainesville, FL 32653 it �l�� icy - /� 1-800-662-8897 endh I/We, the Owner( (jointlyand several) t mo to han a reRNses r ow, hereby engage and hire HICKMAI CONSTRUCTIONINC.,dlb/a HICKMAN METAL ROOFING("Contractor),to furnish and install all necessary materials and labor;fc improvements, m dernization, rehabilitation, repair, or alterations to the real property located at the address below, which we warrar and represent that we have good record title to as Owners,in our own narne(s). As Owner(s),I/we agree to accept said materials an labor as provided by the Cont30 in accordance-with-Mthe following specifications,terms and conditions outlined below. OWNER=S NAM (S): / t 4.5*-11. c.14..3 lI - PHONE: 674-303 -5'9z, /VT -Grzc3- 2,0z7 /4,'1 �� jjMtsG. �F ADDRESS: l G -// c"..1 p/"4 '5'� "� �11 ZaUfOrs� CITY: /41 Ih4''f4°vC.- / t STATE: zip: 3 Z-i33 , DESCRIPTION Co .WORK TO.BE DONE SND MATERIALS TO BE USED: Color: ////4 L. . 1ST -04 0 _27; 764/ AZ Lc- ' 4 .1 .5 ...._ a r) 44,4 .7)14.0' ..ft z>c ; ao ' r a2 4, ( L �J k.,,- 7/2 ,,,, .0/lrL s e -. / if-r t.-4.2,-A n.-r ,rte- U 5.1're..-.4 IN f ovn- .6,-le-s..,s use tp," i7/ 4r pOw-(1' poboa 71-5 !''sem 40 ) Lf SG s Y ,w 1-/u2 l �v � w CZ) r..,, h -- L,- ' -43 - dth ,. ' _745 -(L /� /31!ca p10-' e pS-e. r'/ LAG+ ' —4- 75440.1_1 ) //et.? x a L'du - •1 -)Glial. a J.JG,... (k 4 r 5 Yi .•- k 7( I 12t. "9644 -14 i ‘`t _ s .o1 o - a L+ kX orf �1��IG - SEE ATTACH Er"A' FOR AlUST OF PRE,-EX -TING CONDITIONS. y= Cdr ESTIMATED START DATE (GP ESTIMATED COMPLETION DATE_ -13-43 NOTICE TO OWNER 1. Do noti sign this Contract and Agreement ("Agreement") in blank. 2. You are entitled to a copy of this Agreement at the time you sign it. Keep a copy for your records to prot ct your legal rights. 3. All Provisions of the Agreement on the reverse side of this_page and Attachment A are part of this Contract and AnrAAmPnt TU Rr-! �+J►.1 _ ..__ .�----t^ 4" Gf�t�1G , "�' i..A �. _ i f ' FITwtq/, w& W/5 v5 f sm 11 a f f rr 010 1 � � I i ,. _� --- i 54 F -C> Li N Li'\ -T i a N L- /\ I f I (PROPOSED BATHROOM ADDITION ON 2ND FLOOR 8 r{ PSE OF F(p9 SyFicP � 9 WA N UAEfiWA A • 1A a ��W ,. ��N �1 PROPOSED BATHROOM ADDITION 1 176 Pine St., Atlantic Beach, FI. OLC ARCHITECTS- T 407 992 0470 2295 South Hiawassee Road - Suite 310 - Orlando, FL 0�. W � l l JUQO CL 0 i= :E W -0 w U U Ca V Ulm p d fr z 0 0 ::x U� 0i„- COc 0- In Lj �w W Ucnw W W w cc 0C TUR04 cz'-W►4 y 4" GSC• 9t.Ab "is w%2-•o�s ( � W%f"'xG„ so/to W.W.F. TR 41 0"' zam CP►.1G f EuEEv. J' -OP t •�" l...G�1G. 9t -A e! irJ � TN:Grt1 �tx.E f ; cK� loitia vV•w.F.6w! w/,z -#-s ve FSR bAKRiGe v ors si I N f" -ON rii,Jf! '5TK55T • • • i : iii • • Wkswe •r 5V1-0 ?{ G10 t 1 ii•� A n �Ep_F F O LS 9 999 LOT 666 PLAT OF SECTION NO. 3 SALTAIR PLAT BOOK 10, PAGE 16 DUVAL CO, FLORIDA Eo_ aR PROPOSED BATHROOM ADDITION 1 W U 176 Pine St., Atlantic Beach, FI. J O JOLC ARCHITECTS- T 407 992 0470 2295 South Hiawassee Road - Suite 310 - Orlando, FL U' ®-d0H n W W U J O U' ®-d0H n W UCO U 0 L a w H -<=p Cc) IT - Z U�i'u-ai CC Q t z 0� LL a ® ul WCL j- Uj SLLI U V 0) [A" cc W w ■ # P-YJG� t7CG`K 13 15ECP Nc)\F-L-c)cDK 5c--^l-C 9,I4." s tt-caM i n �u 1 NON-STRUCTURAL METAL ROOF BY METAL SALES MFG PRO -PANEL 11 - FL 14645.13 F', f —�^ Fz- 5_ L. 5 V^7 I CD N\ `XISTING SKYLIGHTS Sims Ll v, I i - �SINGLE HUNG WINDOW BY ATRIUM COMPANIES, INC RELIABILT 150, FL 20100.3 PROPOSED BATHROOM ADDITION 176 Pine St., Atlantic Beach, Fl. LC ARCHITECTS- T 407 992 0470 RE 5 South Hiawassee Road - Suite 310 - Orlando, FL - - MUM Nil F', f —�^ Fz- 5_ L. 5 V^7 I CD N\ `XISTING SKYLIGHTS Sims Ll v, I i - �SINGLE HUNG WINDOW BY ATRIUM COMPANIES, INC RELIABILT 150, FL 20100.3 PROPOSED BATHROOM ADDITION 176 Pine St., Atlantic Beach, Fl. LC ARCHITECTS- T 407 992 0470 RE 5 South Hiawassee Road - Suite 310 - Orlando, FL - - FASTEN RAFTER TO'WALL WITH 4 EACH #10 - 3" WOOD SCREW (METAL ROOF 112X6 AT 16" O.C. ISIMPSON STRONG TIE I H2.5A OR H1 AT EACH RAFTER - FL#10456.2 SIMPSON STRONG TIE': RSP -41 AT EACH STUD - F016456.9 ISIMPSON STRONG TI SDWF 2716 -TU WITH BOLT 16"O.C. FL#9589.3 (EXISTING WALL tG" FwRCst.'S fslil.ATlt�ai R1e HUPMX:: t.�C CL-jr �,,�• fA4--H MUSS a4 �/'2." GYPruM 0�1.fCC7 Zm4 Q N5JL-ATow Kali syb" PD.FCTIGI..0 f�aRp iiiiii RII �1sL `11W oYrlswt �I1e AW 31&" P�Yv ;31C» Scn� t4it = Er pu W wc�a crse "-T Z + 4 .V f 1j2` d>, 1e�.iGt (a6 Q 49- q. PROPOSED BAT tG" FwRCst.'S fslil.ATlt�ai R1e HUPMX:: t.�C CL-jr �,,�• fA4--H MUSS a4 �/'2." GYPruM 0�1.fCC7 Zm4 Q N5JL-ATow Kali syb" PD.FCTIGI..0 f�aRp iiiiii RII stip HF�s .o AR 99999 /STARED PR�'��\ 0 (L q • icy Fi.crxt ,1c,�-T C �'' c.� . `11W oYrlswt �I1e AW 31&" P�Yv ;31C» Scn� t4it = Er pu wc�a crse "-T Z + 4 .V f 1j2` d>, 1e�.iGt (a6 Q 49- q. PROPOSED BAT �►o,p w,w. �. PROPOSED BATHROOM ADDITION 176 Pine St., Atlantic Beach FI. E(%T I (D � OLC ARCHITECTS- T 407 992 0470 a�� ;� : ,1-�« 2295 South Hlawassee Road - Suite 310 - Orlando, FL stip HF�s .o AR 99999 /STARED PR�'��\ 0 - GENERAL_ CONDITIONS: October 15, "1.019 176 Pine Street, Atlantic Beach, Florida 32233 1.Reference Standards: a.Comply with the Florida Building Code, 2017 Edition, Chapter 23, Wood and all other applicable chapters. b.Comply with wind load category 130 MPH, Exposure "C" a.Comply with Specifications and Installation for the following products: i.Metal Sales Mfg. Corp, Metal Roof, Pro Panel 11, FI.# 14645.14-R3 ii.Century Bldg. Innovations, Underlayment, Roofnado Laplock PSU , Fl.#23333.1 iii.Atrium Companies, Series Reliabilt 150, Single Hung Window, FI.#20100.3 iv.Simpson Strong Tie, Stud to plate hold down strap, RSP4, FI.#10456.9, ESR 2613 v.Simpson Strong Tie, uplift tie down bolt, SDWF2716-TUW, FI.#9589-13, ESR -3406 vi.Simpson Strong Tie, rafter hold down strap, H2.5A or H1, FI.#10456.2, ESR 2613 vii.Deck Plus Exterior Screws, #10 X 3" ceramic coated wood screws, attach 2X6 rafter to side of the existing 2X4 exterior attic wall 2.Existing Conditions: The new bathroom will be constructed above the kitchen on the existing building foundations and on the existing second floor 2"X 10" floor framing. 3 -Demolition: a.Remove existing metal roof, plywood decking and rafters above the first floor kitchen to the wall line of the first floor walls. The remaining roof overhang, metal roof and cornice to remain. b.Remove the plywood T1-11 siding and wall insulation on the second floor South elevation bedroom and attic wall from the Southeast corner of the building to the existing bathroom to expose the stud wall. The T1-11 plywood siding on the North face of the existing bathroom wall to remain. Cut a hole in the bedroom wall to accommodate a 2068 interior door. c.Remove the facia and soffit materials on the East and North elevation gable and existing bathroom shed roof that will be impacted by the new metal hip roof that will be built above the new bathroom. d.Demo drywall on the first floor as needed to accommodate new sanitary waste lines. LIM U- I r