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416 Sargo Rd RESA21-0007 Enclose Patio to Living SpaceOWNER:ADDRESS:CITY:STATE:ZIP: MARCO & FRANCINI BORBA 416 SARGO RD ATLANTIC BEACH FL 32081 COMPANY:ADDRESS:CITY:STATE:ZIP: TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171533 0000 ROYAL PALMS UNIT 02A3.00 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 416 SARGO RD RESIDENTIAL ADDITION SINGLE OR TWO FAMILY RESIDENTIAL ADDITION ENCLOSE PATIO TO LIVING SPACE $5000.00 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 EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 3Issued Date: 5/21/2021 PERMIT NUMBER RESA21-0007 ISSUED: 5/21/2021 EXPIRES: 11/17/2021 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 5 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 6 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Owner. 7 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Owner. 8 BUILDING IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: IN-PROGRESS INSPECTIONS ARE REQUIRED FOR EXTERIOR SIDING, WINDOW, AND DOOR INSPECTIONS, AND SHOULD BE SCHEDULED FOR THE FIRST DAY OF WORK. 9 BUILDING ROOF IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. b. All roofing projects require an In-Progress Inspection. c. Sheathing installation and replacement guidelines per APA. d. Underlayment must conform to FBC-R Table 905.1.1 e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F 10 BUILDING ROUGH TRADES INSPECTION INFORMATIONAL Notes: THE ROOF MUST BE COMPLETE AND THE BUILDING DRIED IN BEFORE SCHEDULING ROUGH TRADES INSPECTIONS. 2 of 3Issued Date: 5/21/2021 PERMIT NUMBER RESA21-0007 ISSUED: 5/21/2021 EXPIRES: 11/17/2021 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.55 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $374.55 3 of 3Issued Date: 5/21/2021 PERMIT NUMBER RESA21-0007 ISSUED: 5/21/2021 EXPIRES: 11/17/2021 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $374.55 RESA21-0007 Address: 416 SARGO RD APN: 171533 0000 $374.55 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $80.00 BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN REVIEW $40.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 PUBLIC WORKS PLAN REVIEW $100.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $4.55 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.55 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R15882 $374.55 Printed: Friday, May 21, 2021 1:05 PM Date Paid: Friday, May 21, 2021 Paid By: MARCO & FRANCINI BORBA Pay Method: CREDIT CARD 458129286 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R15882 ~+; CENTRALSQUARE Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION RESA21-0007 -~ Building Permit Application \ City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach , FL 32 233 Phone : (904} 247-5826 Email : Building-Dept@coab .us Updated 10/9/18 **ALL INFORMATION HIGHLIGHTED IN GRAV IS REQUIRED. Jo b Address: ..___t\._\"-'~---->lau..:Ptr-n.~G"--6 __ ~_;:::; ________ ~J Permit Number : _________ _ Legal Description ..... ! _1)-=--1.Jl)j,._,~......,.O'--____,;_-=-----=-__...a.=.;:;...;.......:....::c...:..,_ _________ _,! RE# c..._ ________ __, Valuation of Work (Replacem ent Cost)$[ · .oc:.,oO Heated/Cooled SF ____ Non-Heated/Cooled ____ _ • • Class of Work: □N ew 'Addition □Al tera tion □Repair □Move □Demo □Pool □Win d ow/Door Use o f exist ing/proposed structu re(s ): □Com mercia l '8esidential If a n existing str ucture, is a fire sprinkle r system installed?: □Yes □No • Will t ree{sl be removed in association with orooosed oroiect? □Yes /must submit seoarate Tree Removal Permit} ~o • Describe i n detail t he type of work t o be performed: ·\too""' + Q.~•"" '1\-C)b i Y ,o-..> ~o ~'-\'~Ti,JI, Co.JE.~~ ~ft;,o . •. Flo rida Product A p proval # _________________ for multiple products use p roduct approval form Property Owner Information N ame ~~.t.to: b-o~~-=~~--___ ! Ad d.:..:r e;;::ss:.,-----=Lr...,[c=.._____,,t ~~-'---'=--",O.,.......,=---=--=--------,-_ City ~"r f.A~,·c. ~fJ\0½ State y\Jlt Zip ~l':l~'.?> Phone , qf(f1 -;).\~"?,,.:tq E-Mail fV\ ~\t,,C.0 S.v~Ei l ~Lo..11) • Co"" Own er or Agent (If Agent, Power of Attorney or Agency Let t er Required) __________________ _ Contractor Information Na me of Company ::M!>iitca t,d"tP.>Pt C]iih~~ Qualifyi ng Agent~---:--------:------:~-~ Ad dress• l\lt, ~ ~ CitvdtT LM)C:. ~State f=\!\: Zip 1)2'1~:?) Office Phon~ J q o\\ ~ ?,i.14'1\ Job Si te Contact Number State Certification/Registration # ... ---------. E-Mail IV\~Co.:..:..:.;;.,......,o~M'.:~f ,r"'<\~(:.a=:L""-,/l.~u()~."'=c~O:N\========,;., Architect Name & Ph one# ________________________________ _ Engineer's Name & Phone#-~.....------,--------::---.------,,----------.-------- Workers Compensation Insu rer :So.;r~f.A:SL OR Exempt o Expi r ation Date~~..,,..,,~~---' Application is hereby m ade to obtain a permit to do the work and installations as indicated. I certify that no work or installation h as commenced p r ior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regu l ating construction in this jurisdictio n. I unde rstand that a separ ate permit must be secured for ELECTRICAL WORK, PLUMB ING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit, there may be additional restrict ions applicable to this properly that may be found in the public records of this county, and there may be add it iona l permi ts requi red from other governmental entities such as Willer management districts. state agencies, or federal agencies. OWNER'S A FFIDAVIT: I certify that all the foregoing informat ion is accurate and that all work w i ll be done in compliance with all applicable laws r egulating 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 CORDIN YOU NO TI F COMMENCEMENT. Personally Known OR roduced Identification ~~ (}) e of Identification: __ ____,~.,_...~~------ RESA21-0007 Owner Builder Affidavit City of At lantic Beach Building Department 800 Se minole Rd, At la ntic Beach, FL 3223 3 .. ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone : (9 04) 247-5826 Email: Building-Dept @coab.us PERMIT#: ______ _ I. FLORIDA STATUTES; CHAPTER 489, FLOR IDA STATUTES, PART 1 "CONSTRUCTION CO NTRACTING" RE QUI RES OWNER/ BUI LDER TO ACKNOW LEDGE THE LAW : DISC LOSURE STATEMEN T FOR SECTION 489.103{7), FLORIDA STATUTES: STATE LAW REQUIRES CO NSTRU CTION TO BE DONE BY LICE NSED CO NTRACTORS. YOU HAVE APPLI ED FOR A PE RM IT UNDER AN EXEMPTION TO TH AT LAW. THE EXEM PTION ALLOWS YOU, AS THE OWNER OF YO UR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVE N TH OUG H YO U DO NOT HAVE A LI CE NSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF . YO U M AY BUILD OR IMPROVE A ONE OR TWO FAMILY RESI DENCE OR A FARM OUTB UILD IN G. YO U MAY ALSO BU ILD OR IMPROVE A COMMERC IAL BU ILDING AT A COST OF $25,000.00 OR LESS . THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BU ILT FOR SALE OR LEASE . IF YOU SELL OR LEASE A BU ILDING YOU HAVE BUILT YOURSE LF WITHIN ONE YEAR AFTER THE CO NSTRUCTION IS COMPLETE, TH E LAW W ILL PR ESU M E TH AT YOU BUILT IT FOR SA LE OR LEASE, W HI CH IS IN VIOLATIO N OF THI S EXEMPTION. YOU MAY NOT HIRE AN UNLICEN SED PERSON AS YOUR CONTRACTOR. YOUR CONSTR UCTION MUST BE DONE ACCORDING TO THE BU ILD ING CODES AND ZO NI NG REG ULATI ONS. IT IS YOUR RESPONSI BILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQ UIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. 11 . INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJ URIES TO WORKERS THEY HIRE, THE BUILDIN G DEPARTME NT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED .. 111 . IRS WITHHOLDING ; OWNE RS HIRIN G WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBS ERVE IRS WITHH O LDI NG TAX A ND/OR FORM 1099 REQUIREME NTS ON TH E WORKERS THEY EMPLOY ON THEIR IMPROVEM ENT TRADES . IV. PENALTY ; UNLI CE NSED CONTRACTORS CAN NOT BE EM PLOYED UNDER ANY CIRCUMSTANCES . OW NERS BEING SUBJECT TO $5,000 PENALTY UND ER FLOR IDA STATUTE NO. 455-228(1). AN "OCCUPATIO NAL LI CE NSE " IS NOT ADEQUATE. T HE OWNER SHOULD PHYSICALLY SEE THE COU NTY "CERTIFICATE OF COM PETE NCY" OR THE FLORIDA "CONT RACTORS CERTI FICATE" TO ASCERTAIN IF A PERSON IS A LI CENSED CONTRACTOR. CO NTACT THE BUI LDING DEPARTM ENT (904- 247-5826 OR BUILDING -DEPT@COAB.US) IF I N DOUB T. V . ACKNOWLEDGEMENT; I HEREBY ACK NOWLEDG E THAT I HAVE READ TH E ABOVE DISCLOSURE STATEMENT AND THAT I COM PLY W ITH AL L THE REQ UI REMENTS FOR TH E ISSUANCE OF AN OW NER-BUILDER PERM IT. Jo b Ad dress: ,,,,,,....-4_l, .............. ~ __ .,, __ ~~-~--=-=-----------~~~--~~--- Owner Nam e:~_f"\_~___. ___ .......... -\So=tt-~ .... --'-'------------Pho ne Number: C\_o':1 -l l<\ '!) i l9 . ~~=..:...;____:::,;;;M_~"--State: ,._,f lA ~ Zi p: :l ll.}'J Notarized Signature of Owner ,,....-_=',,..,..P--....1¥-.......i~-k----=~-----------------'- -day of ~ 2~ in the ~t;te-~~ Flor~da, Th ~going ins[ument was acknowl of ..)Ya BJ.EN R. THIGPEN 11YCOlilllSSl0NfGG144798 EXPRS: 0c.t)ber 23, 2021 lonlildllwuNaaryMicUndellt'ltllrl Co un t y Signat ure of Notaoy Publi c d)J_~,~ I I Perso na ll y Known OR y(Produced ldent ifi ca: Type of Ide ntificat ion: Cw:k Updated 10/24/18 RESA21-0007 t-,.:s:(i>-)'7 '°"'1-°'))" ~--- 'b ll) l~\O ~ .T ii{o "1"0 ~OS..- ~ in\-~)S0""'-\>'100 ',, ~l..,.-lAAl.. $~.S t)~~"~ P.:,J l'\AAco '?>~~ 1efj- E.~,S--iyl, L\'tl\ ~rhr ~ '" ~Ot£t) i ~o foJ.,)~~ei) ~oor ...,~~ St\~i..Ti.lG: 3/~ c.bi. ?lyvvoo~ 'fittSr' l.l'f)'FR + 11:t_ ~ 5~o~ U\-f~ ~'l.f.t> L\" o~ ~&~.s-'7" ei-l f,~P "';,,-~ a•':y<a ~~~~ S.\\\\i~ \J{).1&.,S, ~QOt ,~f-: \>~EL ST,'Ck., (t)~1 ,.)) f'()l ~tt.lllL -t,,, 't \ .2.' G,I\L "A-t..>,~ s~l S V c.~, "'P \toor ~ \.S RESA21-0007 416 Revision Request/Correction t o Comments City of At lan tic Beach Bu ilding Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone : (904) 247-5826 Email : Building-Dept@coab.us EJ Revision to Issued Permit OR D Corrections to Comments 0 AU INFORMATION HIGHUGKTED IN GRAY IS REQUIRED. PERMIT #: _______ _ Project Address: ___ l\...J..:...I .:b;..__.S...,_f\..2.=b.._o __ --'\t::S?:.....c:. _____________________ _ Contractor/Contact Name: _...,!t'-A.---!.JB:'1..tt..=c"'"2'--~~Q~~~&=.:..£'1....__ ___________________ ---' Contact Phone: __ q....>..=co_l-\.._----""a'-','-q........_.,)'-"42'--"J."'-q-.L..-___ Email: --~----',.;....__.o ___ S"-'-:>;..;;U-;:;..a..,p>i::;__.,L\ l,c.Lc.0;::;.V;:;...D~,:..:~:;..;:O::;..f".). ....... ______ _ Description of Proposed Revision/ Corrections: ---'"t'\'---'-'~""'"~..;.;;...;:""'O"'--_ _..S:2"""'cR."-=->S?-c...;_~.;._ __ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? DNo 17) Yes (additional s.f. t o be added: ____________ ) •~ill proposed revision~c_o rre~ions ad~ add'.ti~nal increase in building value to original submittal? lJNo @Yes (add1t1onal increase In building value: ,-___ .__ _____ ) (Contractor must sign if increase in va luation) (Office Use Only) ~Approved D Den ied D Not Applicable to Department Perm it Fee Due $ ------ Rev ision/Plan Review Comments _____________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updated 10/17/18 t. -~,' -. ,_ ..... ,..." Fu:Jlll).I, QU'All~~• 0, >·.Bus_ine_ss & Professional Regulation tf BCISHome I Looi/I I U..Re,;W.llb, ' Hat~ I Wlnllt~ I Stlts•Fldl I NlllcallDlw I '-Us I IICJSSb-~ s-dl QJj~r•~-=- Product AQll!'l!'@I l1e!1V > Prpdu<1 gr Apgllqtlqn Sarti).,, !PotklUm IJst > Appllcatlon Dalall Fl# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Yea r (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated R.22363-RS Revision 2017 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Masonite International 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiberCmasonlte.com Steve Schreiber sschreiber@masonlte.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard ASTM El886 ASTM E1996 A5TM E330 TAS 202 Method 1 Option A 01/25/2019 02/25/2019 !Hr 2005 2009 2002 1994 ... .r·;.: -~=·~J ~· :·· . • ' -ri.~ "1'.U:W .. ~ (!< t ~au,.?~es.s & Professional Regulation ~..: .. •. ·,•: ,-·.. . . ffi ·Fh lff§At◄d-bri,l.:.'.Y easHome I Loeln 1--~ I 1tat11,pa I -...~ I -•-I ,...,.__ I ea.cazu. J IICISSb,_. I i.m 1 -. ' ;1 I ~ 0 .::r 0 e:Ddsst Aqpnz,!11 Nl!nU > Pmdyg qr AnnlceStar $wd! > !nP1c!tkm U!ll > Appllc_._ Dlllall FL# Appllcatlon Type C.odeverslon Applk:atlon StabJs Comments Archived Product Manufacturer Address/Phone/Email Authorized SlgnabJre Tec:hnlcal Representative Address/Phone/Ema II Quality Assurance Representative Address/Phone/Emal! category Subcategory Compliance Method Certification Agency Validated By Referenced standard and Year (of standard) Equivalence d Product Standards Certified By Product Approval Method Date Submitted Date Valldat2d Date Pending F8C Approval Date Approved Fl140391-RS Revision 2017 Approved •Approved by OBPR. Approvals by OBPR shall be reviewed and ratified by the POC and/or the CommlsSlon If necessary. Ply Gem Windows 433 N. ~lain St. Rocky Mcount, VA 24151 (614) 53,z-3596 luanne.harrisOplyqem,com Luanne ~lanis luanne.harrtsOplygem.com Windows Single Hung Certlflcatilon Marte or Ustlng National ,'-<Xredltatlon & Management I nstftUte National ,Accreditation &. Management Institute Slandarc( AN4A!WDMAiCSA 101/I.S.2/A440 Method 1 Option A 06/11/20119 06/12/20119 06/19/20!19 :rar. 2005 8CIS Homa I Log I n I User Registration I Hct TOl)lcs I Submit sun:harva I Si.ts II. Facts I Publications I Contact Us I BCIS Site Hap I Unks S-rch I d~[.),_ r ~Product.Approval l~~t-' ~USER: Public User PmdYd: APPCPYII Menu > Prpdug QC AppJJcotjpn Surd, > APPllcation Ust > AppUcadon Detail FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Ph one/Emai l Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Ph one/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Eva luation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of I ndependence Referenced Standard and Year (of Standard) FL13223-R4 Revision 2017 Approved 0 James Ha rdi e Building Products, Inc. 26300 La Alameda Ste. 250 Mission Vi ejo, CA 92691 {909} 545 -8359 chad.diercks@jameshardie.com Chad Diercks chad.diercks@jameshardie.com Pingsheng Zhu 10901 Elm Ave. Fontan a, CA 92337 {909) 349-2927 pingsheng.zhu@jameshardie.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 (909} 349-2927 pingsheng .zhu@jameshardie.com Panel Wa lls Siding ~~lio ~04 f\t)D\ T\o0 t.~,~,o~ 5~t)y.) 6 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report -Hardcopy Received Ronald I. Ogawa PE-24121 Intertek Testing Services NA, Inc. -QA Entity 12/31/2020 John Southard, P.E. EJ Validation Checklist -Hardcopy Received FL13223 R4 COi RIO -Certificate of I ndependence pdf standard A5TM C1186 ASTM E330 Yue 2007 2002 .-, 11 :, floridabuilding .org/p r /pr _app_d ti.as px? pa ram =wGEV ... vR k6bsv Z 66FCwkdpAqhl Y H N lydCyTGM PIGg ZQ 1 Qy By70% 3d % 3d 11 /3 /19, 7 :47 PM Page 1 o f 3 RESA21-0007 ----------~ I Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Bu ilding-Dept@coab .us 0 Revision to Issued Permit OR LJ Corrections to Comments ••AU INFORMATION HIGHUGKTED IN GRAY IS REQUIRED. PERMIT#: _______ _ Date: OS//6/'J..\ Project Address: __ L\ ......... \.,...~_ ..... ,S:...i.~~C,=01t...-_%__;:=--------------------- Contractor/Contact Name: __ ..... t\_.a.;..~_,__='----~~o-'-~-~-\\,.,__ _________________ _ ContactPhone: 9ot.\-;;;l\C\'.;(4 QB Email : Y\\P&c.oS...!>&:r:'2? \,L.~.CoM --~---------'-"-'-......... -----.__-------..&a..1=~,c..= .......... ---------'--------- Description of Proposed Revi sion/ Correctio ns: __ ffi1qz---'------''----.... ~"""""=--.......... ----affirm the revision/correction to comments is incl usive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? 0No [~'.·J Yes (additional s.f. to be added : ____________ ) •~ill propos~d revis ion~c_orre~ions ad~ add~ti ~nal increase i n build ing value to original subm ittal? LJNo [Zrves (add1t1onal increase in building value: ...,_ _______ ., Co ntractor must sig n if increase in v a luat ion) (Office Use Only) [YApproved D Denied D Not Applicable to Department Permit Fee Due $ ------ Revision/Plan Review Comments ____________________________ _ Department Review Required: Building Planning & Zoning Tree Admini strator Public Works Public Utilities Public Safety Fi re Services Reviewed By Date Updated 10/17/18 I I I RESA21-0007 ~ PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OFATIANTIC BEACH, FLORIDA ('REQUIRED) *Project Addre ss: ___ L_.\ ...... \-=G,_-..::~-~_.,:::....,boo::..::::.._....:~~D'--_______________ Permit#: _________ _ *Owner/ProjectName : ____ ~__.:...f\;...:_\t..~C::;.;:O:;__ __ ~~o'-'Q'-'=~=~_,__ _________________________ _ As required b y Fl o rida Statute 553.842 and Florida Administrativ e Code Rule 9B -7 2, please provide the information and product approval number(s) for the building components listed below as applicable t o the build i ng 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.floridabui lding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A . EXTERIOR DOORS ~Pi:<.,,._i,)~ ·,t'f\~IJ~ ~'l,~o~ c~ FL U. '."'l?, -R «; 1. Swing ing 2 . Sliding 3 . Se ctional 4. Garag e Roll-Up 5 . Automatic 6. Other B.WINDOWS 1. Single hung ~ LY &t..l'-\ w·,v~..,c:_ ~\~~ \.):\,)~~ t:J 11-i O"'l.,0. ;\t. < 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 Pa ge 1 o f 4 Updated 10/17 /18 Category/Subcategory Manufacturer Product Descript i on Limitation of Use State # Local# C. PANEL WALL 1. Sid ing 'tl.-t:C~ \\ ~~ r"l't't'W I ~'o ~~It-f L \'l.w .11., • ~ '-1 2. Soffit s 3 . EI FS 4 . St orefront s 5 . Curtai n wa lls 6 . Wa ll louvers 7. Glass bloc k 8 . Membr ane 9 . Gree nho u se 10. Synthetic stucco 11. Oth e r D. ROOFING PRODUCTS 1. Asp h alt sh ingle s 2. Underlayments 3 . Roofing fasten ers 4 . No nstru ct ura l m eta l r oof 5. Bu ilt-up roofing 6 . M odifie d bitumen 7 . Sing le ply roofing 8. Roofing tiles 9 . Roo fi ng i nsulat ion 10. Wat erproofing 11. Wood sh ingle s/shake s 1 2 . Roofing slate 13. Liq uid applied roofing 14. Ceme nt -ad he sive coats 15. Roof tile adhesive 16. Spra y applied p o ly urethane roof 17. Other Page 2 of 4 Updated 10/17/18 In addition to completing the above list of manufacturers, product description and State approva l number for the products used on this project, the Contractor shall maintain on the job site and avai lable to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions a long 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 d ifferent components other than the ones listed in this document must be approved by the Building Official. •contractor Name (Print Name): ¥\~ t,~~~ •contractor Signature: •company Name: ~ ~CQ~ ~~ <;t-~\)~ \t-L . •Mailing Address: l\ }<o S~c;o ~D •city: &tb0:~ ~w>n •state: _ _____,f_L~A: ____ *Zip Code: __ )_l......;l_:,""-1)_,__ _____ _ ~elephone Number: q (Q l\-d-\q ~"~C\ *E-mail Address : ---~---ll.l.==-_s__,;:_;_~....:::._;=--\_(.,_L_o-...l)--=-· =(,,-'-ol"\--'-------- Cell Phone Number: ____ __. ______ ._\.__ ______ Fax Number: _______________________ _ Page 4 of4 Updated 10/17/18 I 'I . • .• •• t -♦'l.~5'WAA™a.V! a< } ~s~~}~ess & Professional Regulation -... ,._ . IIClS Harne I 1.11g 1n I u.-n at Ille.., I Hat 1bpica I Mllnlt 5urd-,e I Stlllll • ~ I j ' ~ 0 .::r - 0 a PnductApp.uwal .WIit: Mlc:U... Prndnrt ¥PflNII Menu> "'rrfllr1 grAPCtcl1!9n Sws;b > &nnlcJlleo Ult:--.AfJI d rn lllllall fl~ Application Type Code Version Appficatlon Status Comments Archived Product Manuracturer Address/PhOne/Emall Authorized Signature Technical Representative Address/PhOne/Emall Quality Assurance Representative Address/PhOne/Emall category Subcategory Compliance Method Certfflcatk,n Ar,Jencv Yalldated By Refel eoced standard and Vear ( of Standard) Equivalence of Product Standards Certified By Product Approval Method Date SUbmltted Date VaUdab!d Date Pending FBC Approval Date Approved FL14039-RS Revision 2017 Appl'OYed •Approved by OBPR. Approvals by OBPR shall be reviewed and ratified by the POC and/or the CommlsSlon If necessary. Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 (614) 532-3596 luanne.harrisOolYQem.c:om LuanneHants luanne.hants@plygem.com Windows Single Hung Certification Marte or Ustfng National Accreditation a Management Instftutll National Accreditation & Management Institute Slandanl AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 06/11/2019 06/12/2019 06/19/2019 :IHt 2005 .. I Summary of Prod ucts FL• Model, Number or Name Desatptlon 14039.1 4712/4812 Single Hung 4712Fl/4712F/4812F Single Hung UmltsofUN Certification Agency Certificate Apprond for UN In HVHZ: No ELHOJ!l BS C CAC f:UQ10J66,01-BJ,ggf Approwd for UN outllde HYHZ: Yes ELHQJ~ BS C CAC rHQlQJ6!i,QZ-BJ,Ddf Impact Resistant: No El.1~032 BS C CAC til!!l!!J66,!!J-R4,~f Design Preaure: N/A ELl~!!J!l BS C CAC til!!10J66:BJ,Qgf Other: See Installation detail for sizes and ratings. ELH!!J!l BS C CAC tH!!l!!J6Z,!!2.-B2,!Hlf ELHOJ!l BS C CAC ~l!!lOJ6Z,OJ-B2,Rdf Quality Assurance Contract Expiration Date 08/31/2022 Installation lnatructlons ELH!!J!l BS 11 f~W!!Z!l-C ~ZlZ Sl:1,12df Verified By: National Accreditation &. Management Institute Created by Independent Third Party: Evaluation Reports -ELl~OJ!l BS At tll~IBt:12Q11-PGWQ22;1;,Rdf Created by Independent Third Party: Yes ~ :: 2§01 IHIIC StpM Rpad. n111bluce fl. 32399 Phone ; 85Q:1§7-1824 The state of Aofida Is en AA/EEO employer. Copyrjgbt 2007-2013 Sq,tc gf Agrtda :: PJ1yacy StataDcot ·· AcrmRIY"" Statcmcot :: Bcfuod SJmrncnt Under Rorlde law, emaJI addresses are publJc reairds. If you do not want your e-mal address released In t'eSPOIIR to a publk-reconls request, do not send electronlc mall ID this l!nllty. Inmad, cantac:t the offlce by phone or by tradltlonal mall. If you have any questions, please CDlltllCI: 850,487.1395. -i>ursuant to Section 455.275(1), Florida Stabll2s, effedlve Odaber' 1, 2012, licensees Uaensed Under Olaptm' 455, F.S. must provide the Department Wltll an emall addnss If they have one. The em.alls proYllled may be used ror offlc:lal communlcallon with the llcensee. -email addresses are publk record. If you do not wtsh to supply a per90NII addnss, please provide the Oepartment with an email address whk:h can be made avaftable to the publlc. To determine If you are a lk:eMee under Chapt,er 455, F.S., pleae dldc blm,, Product Appro¥111 ~· c-=1111ii~■ Credit Card Safe 'l '-LI: J 1 \ \; • I J~ I ( "'- .... PLY GEM WINDOWS 4712/ 4 8 1 2 S I N G L E - H U N G ( N O N - I M P A C T ) NOTES: I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ. AND WHERE PRESSURE REQUIREMENTS A S DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. 2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES TH E U S E OF APPROVED IMPACT PROTECTIVE DEVICES (SHUTTERS}. 5. ANCHOR TYPE, SIZE, SPACING, EHBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECI F I E D IN THESE DRAWINGS. Use APPROPRIATE ANCHORAGE FROM TABLE I ACCORDING TO SUBSTRATE TYPE. A MINIMUM CENTER-TO-CENTER SPACING OF 5" SHALL BE MAINTAI N E D BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION. 4. ANCHOR EHBEDHENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. F O R MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-1/2" THICK, EHBEOMENT SHALL B E BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD BUCKS WITH HA.SONRY ARE OPTIONAL. 5. Wooo. METAL, OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS, S H A L L BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER SUPERIMPOSED LO A D S TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVED THESE LOADS S H A L L BE VERIFIED BY THE CONTRACTOR OR AUTHORITY HAVING JURISDICTION (AHJ}. 6. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS APPRO V E D BY THE AHJ TO SELECT PLY GEH PRODUCTS TO MEET ALL APPLICABLE LOCAL LA W S , BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR EACH INSTALLATION. 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16" EXIST BETWEEN OPENING A N D FRAME. MAX. SHIH STACK IS 1/4 •. SHIMS SHALL BE LOAD-BEARING AND CAPABLE O F TRANSFERRING LOADS TO THE SUBSTRATE. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE O F THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING ASTM E 2 1 1 2 AND IS NOT ADDRESSED BY THIS DOCUMENT. 9. INSTALLED GLAZING SHALL COMPLY WITH ASTM E 1500. 10. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. II. A WINO LOAD DURATION FACTOR CO = 1.6 WAS USED FOR THE ANALYSIS OF WOOD SC R E W S ONLY. 12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL CERTI F I E . D TESTING LABORATORIES 110-15259-1, 110-15262-1, 110-15264-1 & 110-15451-1. 15. DESIGNATION ·x· IS FOR OPERABLE PANEL AND ·o· IS FOR FIXED PANEL. 14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I -SEALAN T SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS. 15. Use A BACKER ROD ON ALL JOINTS >5/4" DEEP ANO/OR WIDER THAN 1/4". FINISHED CAULK JOINT SHOULD BE A HINIMUH OF 5/8" DEEP. 14059 S I Z E C H A R T O V E R A L L S I Z E P R O D U C T P R O D U C T M A X . D E S I G N W I D T H H E I G H T R A T I N G P R E S S U R E 4 8 ' 8 5 . 9 5 • H - L C 5 0 + 5 0 / - 6 0 P S F 4 7 1 2 F L 5 5 ' 7 2 " H - R 5 0 + 5 0 / - 6 0 P S F 5 5 ' 7 2 " H - R 5 0 + 5 0 / - 6 0 P S F 4 7 1 2 F 4 8 ' 8 5 . 9 5 " H - L C 5 0 + 5 0 / - 6 0 P S F 4 8 ' 8 4 " H - L C 5 0 + 5 0 / - 6 0 P S F 4 8 1 2 F 4 8 " 9 6 ' H - L C 5 0 + 5 0 / - 5 0 P S F T A B L E O F C O N T E N T S S H E E T S H E E T D E S C R I P T I O N G E N E R A L a I N S T A L L A T I O N N O T E S 2 E L E V A T I O N S a A N C H O R L A Y O U T S 3 4 7 I 2 F L V E R T I C A L a H O R I Z O N T A L S E C T I O N S L u c a s T u r n e r 2 0 1 9 - 0 5 - 2 1 1 6 : 5 7 + 1 9 : 0 0 4 4 7 1 2 F V E R T I C A L a H O R I Z O N T A L S E C T I O N S 5 l . 8 I 2 F V E R T I C A L . H O R I Z O N T A L S E C T I O N S a G L A Z I N G D E T A I L S T A B L E I : I N S T A L L A T I O N F A S T E N E R S T A B L E I D S U B S T R A T E T Y P E A N C H O R T Y P E M I N . E M B E D . M I N . E D G E D I S T A N C E A 2 X M I N . S O U T H E R N P I N E W O O D ( G = 0 . 5 5 ) B 2 X M I N . S P R U C E - P I N E - F I R W O O D ( G = 0 . 5 5 ) F I N I N S T A L L A T I O N 8 0 C O M M O N N A I L ( 0 . 1 3 1 ' M I N . ) O R 0 . 1 3 1 ' M I N . R O O F I N G N A I L # 8 W O O D S C R E W 2 - 1 / 2 ' 1 - 5 / 8 " C 1 6 G A U G E ( 0 . 0 6 0 " ) S T E E L 3 6 K S I M I N . Y I E L D O R 1 / 8 " A L U M . 6 0 6 3 - T S M I N . # 1 0 - 1 6 S E L F - D R I L L I N G S C R E W F l A . . L , P L U S 3 C T E K S / D R I L - F L E X / K W I K - F L E X ) T H R E A D S M I N . D C O N C R E T E ( 2 K S I M I N . ) G 2 X M I N . S O U T H E R N P I N E W O O D ( G : 0 . 6 5 ) F R A M E I N S T A L L A T I O N 3 / 1 6 " I T W T A P C O N 3 / 1 6 ' I T W T A P C O N 3 / 1 6 " I T W T A P C O N # 1 0 W O O D S C R E W 1 - 1 1 2 · . . 1 - 3 / 8 " 1 - 3 / 8 ' H 1 6 G A U G E ( 0 . 0 6 0 ' ) S T E E L 3 6 K S I M I N . # 1 0 - 1 6 S E L F - D R I L L I N G S C R E W F U L L , P L U S 3 Y I E L D O R 1 / 8 ' A L U M . 6 0 6 3 - T 5 M I N . C T E K S / O R I L - F L E X / K W I K - F L E X ) T H R E A D S M I N . 3 / 8 " 3 / 8 ' 3 / 8 " 1 - 1 / 8 " 2 · 7 / 8 " 7 / 8 ' 1 / 2 ' N O T E : A L L S C R E W S A N D T A P C O N S S H A L L H A V E M O D . T R U S S . P A N , O R H E X W A S H E R H E A D , 0 . 4 2 " M I N . H E A D O R W A S H E R D I A M E T E R F O R F I N A N C H O R S , 0 . 3 5 5 " M I N . H E A D O R W A S H E R D I A M E T E R F O R F R A M E A N C H O R S . A L L N A I L S S H A L L H A V E F U L L R O U N D H E A D ( O R U S E C A P S / W A S H E R S ) , 0 . 4 2 " M I N . H E A D O R W A S H E R D I A M E T E R . 4 3 3 N . M A I N S T . , P O B O X ! 1 5 9 . R O C K Y M O U N T . V A 2 4 1 5 1 P H : 5 4 0 - 4 8 4 - 6 3 4 ! F X : 5 4 0 - 4 8 4 • 6 6 1 1 3 w I - < 0 ► C I I ~ t i i : u u , w 0 z 0 i n > w D : : 0 z : : ! a : . N , . . : 0 l C e n ~ ~ ~ j : : : i 5 w : : c I - . . . , u . . . . . . . " ' ~ 5 ! : 0 0 N , . . , c o 0 . i 0 : : c : : c : I : : I : . . . J . . . J . . . . i : ; i . . . . . e n ~ . . . J - ~ ' : I : : c . . . . . ! ~ - . . , ' : I " ' w ~ . . . . . . . . . . 0 0 z w 0 . . . . . w < 0 0 ~ C L : : : , . . . u 5 / 2 1 / 2 0 1 9 L U C A S A . T U R N E R , P . E . f ' L P E # 5 8 2 0 1 T U R N E R E N G I N E E R I N G & C O N S U L T I N G , I N C . ( C O A # 2 9 7 7 9 ) 2 4 2 8 O L D N A T C H E Z T R A C E T R A I L , C A M D f : N . T N J 8 . l 2 0 P H . 9 4 1 - J S 0 - 1 5 7 - 4 D W G # : P G W 0 2 9 S H E E T : I O F 5 4• MAX FROH CORNER 9• l'Wt. O.C, Sl"ACING 4" MAX FROM CORNER "O" "X" MAX. FRAME HEIGHT SEE SIZE CHART, SHEET I 9" MAX. O.C. SPACING FIN ANCHOR LAYOUT M A X . F R A M E W I D T H S E E S I Z E C H A R T , S H E E T I " O " E L E V A T I O N 4 " M A X . F R O M C O R N E R 1 2 • M A X . O . C . S P A C I N G I I I I - - " O " - - - , - I I X " - - I / F L A N G E A N C H O R L A Y O U T t 1 2 · M A X . P A C I N G o . c . s t ! 4 " M A X . F R O M C O R N E R 4 3 3 N . M A I N S T . , l ' O B O X 5 5 9 , R O C K Y M O U N T , V A Z I J 5 1 P H : 5 4 0 • 4 8 4 - 6 3 4 8 F X : 5 4 0 • 4 1 4 - 6 6 1 3 w : : ! ! ' ! I - , ; . 0 ~ " ' " ' 0 " . ; 0 0 ► ~ : : i : : I D ~ . . J e n , - : : , 0 z ~ 0 . . J j : : : C , ~ Q . , z : , : i ' i : : : , u u : : i : : ~ ( i ) w ~ ~ _ , w , - 0 ◄ ! c , e n z ~ ~ ~ 0 " ' - i i i ~ C l ~ ~ " ' C l ) > : ; : j : : : ~ ~ ~ ~ c i w 0 - w : , : z " ' , - 0 ; : : : : , 0 w ~ < . J 0 a , ~ ~ I . . . c : i ◄ m z . • 0 ► ► ~ ~ w - I D e n I D I - 0 z ( i ) ~ . . , . . : 0 . 3 ~ : r u z C l ) 0 u e n 5 / 2 1 / 2 0 1 1 1 L U C A S A , T U R N E R , P . t . F " L P E I 5 8 2 0 1 T U R N E R E N C I N E ( R t N O • C O N S U L T I N G , I N C . ( C O A I 2 1 1 7 7 9 ) 2 4 2 8 O L D N A T C H C l f A A C T R A I L , C A M O t N , l N J 8 J 2 0 P H . 9 4 1 - J S 0 - 1 & 7 4 O W G • : P G W 0 2 9 S H E E T : z O F V SUIISTRATf IV 01'1-fERS F'fR!METER SILICONE~ SEE. NOTE:$ IC. I 15, SHEET I E.!OlBil!I! PERIMETER SILICONE tAI.U(_ S!:E NOTES IC. I IS, SHUT I fL ll.Ol9 M I N . E H 8 £ D . S E E T A S 1 . e I , S H E E T I 1 / t . ' M . A . X . J ~ 1 1 ' 1 S l ' A ( E VERTI C A L S E C T I O N H W > 4 7 U F L A N ( j ~ VERTICAL S E C T I O N SI U . 47UF U H G E ! . l i l l ! I I . ! ! ! ! . M 1 N , E t ' I I I E D . S E E 1 : A 8 l f I , S H E E T I S l . 8 S l R A T E B Y O T H E R S I N S T A l L A T I O H A N C H O A S E E T A B L E I , S t f E E T I H I N . E D G E 0 1 s r . S f . I ! T A B L ! ! : I . S H e n ' S E E G L A 2 1 N G D E T A I L I P E R I M £ T £ R S I L I C O N E C M . U < S E E N O T E S 1 4 a I S . S H E E T I H O R I Z O N T A L S E C T I O N l ! f i l B ! l l ! ! S E E G U . Z I N G O E T A J L I P E R I M E T E R S I L I C O N E C A U . J ( S f l E ~ O T E S l l . 8 , 1 5 , s . H E E T I - · 4 7 1 2 F L A N G E t ' I I N . E t > C i E D I S T , S E E T t . 8 1 . f I . S l - t f E T I S U B S T R A T E 8 Y O T H E R S H O R I Z O N T A L S E C T I O N J A M I 4 7 l 2 f l A N G E 1 , 3 3 N . . t t t . l N S T • • l " O I O I : , ~ , . R O C K Y K O U ! C l , V A 2 4 1 ~ 1 ! t ; ~ ~ ! ~ ~ ! ~ : ~ g t i : ; " ~ . i ~ ~ " ' - ~ ~ ► ~ ~ ~ r H : ~ o l . 0 - 4 M . - 0 3 4 a F X : U O " ' - l t . - 6 6 » ~ ~ " i ; i . i 0 : ; g ► ~ i . , ~ i = . . § i i l ! : ~ u l ! e ~ " " e i i i i ! ~ i g ; , ; ' " " ' ~ . . . . 0 . ; 1 ~ g ~ ~ ; : ! , ' ; Z . . . . S / 2 1 / 2 0 1 9 L U C A S A . r u R N l ' . R , P . £ n . p f I $ 1 1 : Z O I t ~ N E R E t « ; l , l , , I E E R f N r ; I t . C O N ' i u t . ~ G . l ' , I C , ( C O . A I 1 ' 9 ? 7 9 ) 2 : - 4 - 2 8 O l D N A T C H E Z l R A C C T R A I L . C M ! D t N . T N J . f t J : 2 0 P H , 9 4 1 • . . ) : 1 0 - l ~ i ' ~ D W G f : P G W 0 2 9 S l i E E T • 3 O F 5 see T MIN. EMBED. ABLE I, SHEET I PERIMETER see NOTES ~~L~CONE CAU..K .,. IS, SHEET I exTERll)R see GLAZING_/ DETAIL I I N S T A L L A T I O N A N C H O R S E E T A B L E I , S H E E T I 1 / 4 " M A X . S H I M S P A C E S l . l 3 S T R A T E B Y O T l i E R S J M I N . E D G E D I S T . s e e T A B L E ' · S H E E T I I N T E R I O R (I)r-V_E_R_;_T..:..:1c=A~H~:;:;;s~E~ C T ~ • o ~ N . ! _ EXTERIOR SEE GLAZING DETAIL I PERIMETER SILICONE CAULK SEE NOTES 14 8 15, SHEET I MIN. EMBED. SEE TABLE I, SHEET I CB 4712 FIN I N T E R I O R 1/4" M A X . SHIM S P A C ~ M I N . E D G E D I S T . S E E T A B L E I , S H E E T I S U B S T R A T E B Y O T H E R S I N S T A L L A T I O N A N C H O R S E E T A B L E I , S H E E T I VERTICAL S E C T I O N SIU 4712 FIN M I N . E D G E D I S T . S E E T A B L E I , S H E E T I S U B S T R A T E B Y O T H E R S I N S T A L L A T I O N A N C H O R S E E T A B L E I , S H E E T I M I N . E M B E D . S E E T A B L E I , S H E E T I · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · - · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · 1 / 4 " M A X . S H I M S P A C E - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : - : . . - - . . . . . . . . . . . . . . . . . . . . I N T E R I O R S E E G L A Z I N G D E T A I L I E X T E R I O R P E R I M E T E R S I L I C O N E C A l A . K S E E N O T E S 1 4 a 1 5 , S H E E T I ( [ ) E X T E R I O R H O R I Z O N T A L S E C T I O N J A M B 4 7 1 . 2 R N V E R T I C A L S E C T I O N M E E T I N G R A I L I N T E R I O R 4 5 5 N . H A I N S T . . P O B O X 5 5 9 . R O C K Y M O U N T , V A Z l J S I . . J ~ P H : S l . 0 - 4 8 4 - 6 3 4 8 F X : 5 4 0 • 4 1 1 4 - 6 6 8 5 w : : : t ! ! I - 0 , 0 c f N " ' 0 , . . : c i 0 0 ► ! i : r ~ - - - - - t - + . . . . ; ; . - + - - + - - - 1 1 . = w m X : - ' w t - - + - - + - = - i - + - - - 1 1 : c " ' i . = u w ( / ) . . , ; i z ~ ~ ~ w a : . J O . . , : : c z . i i . i ~ N 2 . ; t ; J w - e n N . . J ; : : : : ~ J . = z 0 . : = Q . a : u U ) w Q z 0 i i i > w a : : w w . . . - ' ◄ ~ ~ ~ ~ , 0 e n . = w Q ~ w 0 i = z 0 , 0 w u 0 I D a : ~ ~ t - - : - - - t - - t - - - , l - - + - - 1 ~ . . . c i ◄ I D z . . 0 w - : I - 0 c f , , . , Q C l 0 ► m e n z e n 3 J : 0 ► w U ) m ~ ; ; J , I - : : r u z V e n 5 / 2 1 / 2 0 1 9 L U C A S A . T l J R N E R , P . E . f " \ . P E f 5 8 2 0 1 f U R N E R E N C I N E E R t N C & C O N S U L T l N C , I N C . ( C O A f 2 9 7 7 9 ) 2 ♦ 2 8 O L D N A T C H E Z T R A C E l " R A J L , C A M D E N . T N J 8 3 2 O P H . 9 4 1 - J S 0 - 1 5 7 4 D W G • : P G W 0 2 9 S H E E T : 4 O F S . .. . ' MIN. EMBED. SEE TABLE I, SHEET I PERIMETER SILICONE CALLK SEE NOTES 14 6 15, SHEET I EXTERIOR INTERIOR I N S T A L L A T I O N A N C H O R S E E T A B L E I , S H E E T I S l . . 8 S T R A T E B Y O T H E R S M I N . E D G E D I S T . S E E T A B L E I , S H E E T I M I N . E D G E D I S T . S E E T A B L E I , S H E E T I S U B S T R A T E B Y O T H E R S I N S T A L L A T I O N A N C H O R S E E T A B L E I , S H E E T I 1 / 4 " M A X . S H I M S P A C E I N T E R I O R S E E G L A Z I N G D E T A I L I E X T E R I O R (1) VERTICAL SECTIO N 5 / 4 " O . A . I N S U L A T E D G L A S S n f i l I B ! Q B . P E R I M E T E R S I L I C O N E C A U L K S E E N O T E S 1 4 8 , 1 5 , S H E E T I SEE GLAZING DETAIL I EXTERIOR PERIMETER SILICONE CALLK SEE NOTES 14 6 15. SHEET I MIN. EMBED. SEE TABLE I, SHEET I HEAD 48UAN INTER I O R I N T E R I O R D O W 1 1 9 9 S I L I C O N E / ' \ 1 / 4 " M A X . S H I M S P A C E 1 / 2 " M I N . G L A S S B I T E I \ \ \ I G L A Z I N G D E T A I L 1 N O T E : G L A S S T H I C K N E S S A N D T Y P E S H A L L C O M P L Y W I T H A S T M E 1 5 0 0 G L A S S C H A R T R E Q U I R E M E N T S M I N . E D G E D I S T . S E E T A B L E I , S H E E T I IN S T A L L A T I O N A N C H O R S E E T A B L E I , S H E E T I (I) VERTICAL SEC T I O N SILL 4812 FIN FL 14059 E D H O R I Z O N T A L S E C T I O N I N T E R I O R S E E G L A Z I N G D E T A I L I E X T E R I O R 1 / 4 " M A X . S H I M S P A C E J A M B 4 8 1 2 F I N M I N . E D G E D I S T . S E E T A B L E I , S H E E T I ~ . _ ; . ; . ; ~ - - ' - ' - _ S l . . 8 S T R A T E B Y O T H E R S I N S T A L L A T I O N A N C H O R S E E T A B L E I , S H E E T I M I N . E M B E D . S E E T A B L E I , S H E E T I P E R I M E T E R S I L I C O N E C A U L K S E E N O T E S 1 4 6 1 5 , S H E E T I C B H O R I Z O N T A L S E C T I O N J A M B 4 8 1 2 F I N 4 J 5 N . M A I N S T . . P O B O X 5 5 9 , R O C K Y M O U N T , V A Z l . 1 5 1 P H : 5 4 0 - 4 8 4 - 6 5 ~ F X : 5 4 0 - 4 8 4 - 6 6 8 5 U J : : ! ~ : ? ; 0 . J I - N . . < ( . . . : . ; . . . 0 0 0 w 0 i : : c " ' ► " ' : : c z C D . . . J ; : : . : ' . l " ' . . . , ; z 0 z ; : 0 u t = w " ' " - ~ ; i i i : ~ ! z u ~ ~ C l ) ~ § w 0 ~ ! " ' " ' z z O - : , ; ; 0 ~ . , " ' i i i ~ ~ " ' > ; : w . , 0 w 0 . . . . . ; : a : w 0 _ u : , ; ; z N l l l . . . C ' . ; j . , w u C I D C W I ~ . . . . . . . . J w 0 I - > . . . I D t = z . . 0 ► ► ~ ~ L U - ; C D < l l C D I - 0 z C l ) X : < ( " ' ~ : : c : c u z 0 . " ' a o 0 u 5 / 2 1 / 2 0 1 9 L U C A S A . T U R N E R , P . E . l ' L P E # 5 8 2 0 1 T U R N E R E N G I N E E R I N G & C O N S U L T I N G , I N C . ( C O A f 2 9 7 7 9 ) 2 4 2 8 O L D N A T C H E Z T R A C E T R A I L , C A M D E N , T N J B . ' 1 2 0 P H . 9 ◄ 1 - 3 8 0 - 1 5 7 ◄ O W G • : P G W 0 2 9 S H E E T : 5 O F 5 I • 1--... Fl.cRlOA Cli>AO ,,.,.€¾' 0" ,· ·.Business & Professional Regulation ,. eas Home I 1.og 1n I uw, a .,., I 1t1t-.. I ..,. Sllrl:fla9e I Sltlb • ,-is I l'lelallonl ! 011c.1 Us I IIClS 5111 Mllp L)lb s.rtt1 •WFICEOl'"ft<E ', SECR TAAY ll ~ ol 8 a • Product A41pronl lmll:PUblcUW Prpduct Aponzyaf HaN > enes sr !nPlrz!!nn sww ~ &dmlPD us > ..,, ........ DetaN FL# Appllcatfon Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email category Subcategory Compllance Method Certification Agency Valldated By Referenced Standard and Year (of Standard) Equivalence of Product Standards c.ertffied By Product Approval Method Date Submitted Date Validated R.22363-RS Revision 2017 Approved •Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Cl Masonite Intematfonal 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschrelberOmasonlte.com Steve Schreiber sschrelber@masonlte.com Exterior Doors Swinging Exterior Door Assemblies Certification Marie or Listing National Accreditation & Management Institute National Acaeditation & Management Institute standard ASTM E1886 ASTM E1996 ASTM E330 TAS 202 Method 1 Option A 01/25/2019 02/25/2019 I.Ht 2005 2009 2002 1994 Die Pending FBC Approval DateApprvwd C13/f15/2019 -ofProduda R.• Model,........,or....,. o-tpllon 22363.1 Aberglass Side-Hinged Door Unit 6'-8" Opaque J/S Sinole Door UmttsofU.. c.tlflc:atlon A/;IMcY C.tlftcala Af11N owd for -In tMtZ: Yes El ZZJ6J RS C ~ tfJIUJZlZ 12-B.2 ml APfl4"0¥N for ... outllide HYHZ: Yes Quallty ANunlnm Contnct ~ ... .,... lmpactRMlstant:No 05/31/2021 o.l9n Pr-..re: +60/-65 lnatallatlonlMtruc:tlons ottier: Evaluated for use In locaUons adhering to the Ror1da FJZZl§J RS D flD187.pdf Bulldlng C.ode, Including the High Velodty Hurricane zone, and Verffled By: National Acaedlt.atlou & Management Insatubt where pressure requirements do exceed the design pressures Created by Indepei dent Third Party: listed. 3•-0• x 6'-8" max nominal size. Hun1c:.ane protective Eflluatfon bports system required In tNHZ, but not In the Wind Borne Debris A,22,36J RS AE S14Q10A,pd{ Region . See DWG-MA-Wl.0187 for details. B ZZlfiJ RS Af 514Q14A,Qdf Created by Independent Third Party: Yes 22363.2 Aberglass Side-Hinged Door Unit 6'-8" Opaque 0/S Single Door UmttsofU.. Certfflc:atlon Agency Certlftaite Approved for._ In HVHZ: Yes 8-22363 BS C !:AC t!jlQlJZ1Z,lZ-B2 adf -'PIM owed for UN oublde HVHZ: Yes Quality ANuranc:e Contract ~ o.c. Impact ...... nt: No 05/31/2021 Design "-re: +60/-60 Installatlon ~ Other: Evaluated for use In locations adhering to the Florida A,2ZJ6J RS 11 FtDtBZ,adf Bulldlng Code, Inducting the High Velocity Hurricane Zone, and Ver1fled By: National Accreditation & Management InsUtute where pressure requirements do exceed the design pressures Created by Independent Third Party: listed. 3'-o• x 6'-8" max nominal size . Hurricane protective Evaluation Raports system required In HVHZ, but not In the Wind Borne Debris A.2ZJ6J RS AE 51401QA.pdf Region. See DWG-MA-WL0187 for details. A,22JfiJ RS AE 514014A,odf Created by I ndependent Third Party: Yes 22363.3 Aberglass Side-Hinged Door Unit 6'-8" Opaque US or 0/5 Slngle or Double Door w/ or w/o Sidelltes UmttsofUse Certification Agency Certificate Approved for -In HVHZ: Yes ruiJ§J f!.S C Q.C tHQ1J712 -lZ-BZ,12!tl Approved for use outside HVHZ : Yes Quality Assurance Contract IE)(plratlon Date Impact Resistant: No 05/31/2021 Design "'-Ire: +50/-50 Installation Instructions Other: Evaluated for use i n locations adhering to the Florida El-223§3 BS ll Fl0187.pdf Building Code, i nduding the High Velocity Hurricane Zone, and Verified By: National Accreditation &. Management Institute where pressure requirements do exceed the design pressures Created by Independent Third Party: listed. 12'-0" x 6'-8" max nominal size. Hurricane protective Evaluation Repora system required In HVHZ, but not In the Wind Borne Debris FL223§3 BS AE 514008A,odf Region. See DWG-MA-WL0187 for details. fl2ZJ§3 BS AE Sl40t2A.odf Created by Independent Third Party: Yes ... Flberglass Side-Hinged Door Unit 6'-8" Glazed 1/5 or 0/5 Single or Double Door w/ or w/o Sidelltes UmltsofUse Certification Agency Certificate Approved for use In HVHZ: Yes fl223§3 RS ~ CA!: ~1013712,03-BZ odf Approved for UN outside HYHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/31/2021 Design Pressure: +40/-40 lnstaNation Instructions other: Evaluated for use in locations adhering to the Florida fL2Z3!i3 BS II fL0189.pdf Building Code, induding the High Velocity Hurricane Zone, and Verified By : National Accreditation &. Management Institute where pressure requirements do exceed the design pressures Created by I ndependent Third Party: listed. 12•-o• x 6'-8" max nominal size. Hurricane protective Evaluatlon Raports system required In HVHZ and the Wind Borne Debris Region . Fl.223!i3 RS AE S14008A.odf See DWG-MA-WL0189 for details. Fl.223!i3 BS AE S14012A,pdf Created by Independent Third Party: Yes 22363.5 Aberglass Side-Hinged Door Unit 6'-8" 3/4-ute Glazed 1/5 or 0/5 Si ngle or Double Door w/ or w/o Sldelites UmltsofUH Certification Agency Certificate Approved for UN In HVHZ: Yes fl.223!i3 B.5 S:: s::AS:: ~1QlJZlZ,Q~-B2,odf Approved for.,.. outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/31/2021 Delign Preuure: +50/-S0 Installation Instructions Other: Evaluated for use fn locations adhering to the Aorlda R22J~J ~ II FL019J,pdf Building Code, induding the High Velocity Hurricane ZOne, and Verified By: National Accreditation &. Management Institute where pressure requirements do exceed the design pressures Created by Independent Third Party: listed. 12•-o• x 6'-8" max nominal size. 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WO O D BU C K S BY OT H E R S MU S T BE AN C H O R E D PR O P E R L Y TO TR A N S F E R LO A D S TO ST R U C T U R E . 5 . MI N I M U M DE S I G N VA L U E ST R E N G T H OF AN C H O R S 15 5 LB S . I- ' 40 . I SE E DE T A I L •o • SH T . 2 j w w ~ .. . 40 l TY P I C A L MA S O N R Y AN C H O R IN S T A L L A T I O N 3• I $ "! ; . II ) ori 11 · 6" 3• 3 " e · ~ I 11 I -• u, -I i w ~ 2 -.. . '° 3" u • • - w - - S r . H , n t II C: 1. 2. KW I K S E T SE R I E S 40 0 GR A D E 3 CY L I N D R I C A L LATCH AND SE R I E S 98 0 GR A D E 1 DE A D L O C K HARDWARE TO BE INSTALLED AT 5 - 1 / 2 " CE N T E R L I N E . 4" X 4" FU L L MO R T I S E BU T T HI N G E S . 1 ") ( 1 /2 " CORRIJG4TED 3" fR O M ~H END AN O 7 OC I f10X2" WOOO SCREW 11· FROM WH END AND 12 OC m-. •1-1" 7 , ·•:·• : . . : , ._ . ·~·.·. 1X BU C K MA S O N R Y CO M B I N A T I O N WOOD COMBINATION WOOD 1 M~f r - AN C H O R IN S T A L L A T I O N MU L L I O N (BOXED) MUWON (BOXED) . I _ _ t : ! = : i ~ ~ _ 0, 2 5 ' ( ~ O ~ ~ • ~ U. C H EN D TY P I C A L WO O D BU C K AN C H O R IN S T A L L A T I O N ~ IN T E G R A L WO O D MU L L I O N (C H S ) (~o~~• EACH END ~ INTEGRAL WW MULLION (CHS) I •• a, i Qjlll, 4 26 17 _., H ,T .S . -.sr , sws CHI(. l'ft _ND., OM)-MA-FI.O 1118-17 NIT ...J.. Olf . --~,,11 _, Pl00i0A 0 6PAATh•CNT Of , • ' ~ • Business & Professional Regulation ~il--~-~ BCIS Home I Log In I UMr Raglllmlon I Hot TopkS I Submit Surdwrve I 5'lb a Ftdl I Publlaltlonl I c:ontact Us I BCJS Site Map I Unkl I Search I Q-~tur .Product Approval .~~I"" USU: Public UNr prpdug Apprpyal Menu > f'mdug PC AAPIIGIIIPo stna;h > Appl(gtlgn Ust > Awllcatlon ~II FL# Application Type Code Version Application Status Comments Arch ived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Eva luation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL13223-R4 Rev ision 2017 Approved 0 James Hardie Building Products, Inc. 26300 La Alameda ~ A--li O ~~4 f\t)D \ T\o0 '\:."',~,o~ Ste. 250 Mission Viejo, CA 92691 (909 } 545 -8359 chad.diercks@jameshard ie.com Chad Diercks chad.diercks@jameshardie.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 !909\ 349-2927 pingsheng.zhu@jameshardie.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 (909} 349-2927 pingsheng.zhu@jameshardie .com Pane l Walls Siding .s \i)~ b Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Eng ineer 0 Evaluation Report -Hardcopy Received Rona ld I. Ogawa PE-24121 Intertek Testing Services NA, Inc. -QA Entity 12/31/2020 John Southard, P.E. ~ Validation Checklist -Hardcopy Received FL13223 R4 COi RIO -Certificate of Independence,pdf Standard ASTM C1186 ASTM E330 lHC 2007 2002 https:/fwww.floridabuilding.org/pr/pr_app_dtl.aspx?p ar am=wGEV ... vRk6bsvZ66FCwkdpAqhfYH NfydCyTGMPIGgZQ1QyBy7Q%3d%3d 11/3/19, 7:4 7 PM Page 1 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Sun .. of Ploduc:b - FL# Moder, Number or Name 13223.1 Cempanel Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/ A Rorida Ucensed Professional Engineer or Architect fl13223 R4 Equiv RJ0-269 2B-17 ASJM c11a6 egujya[ency,pdf Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 . Description fiber-cement panel siding Installation Instructions . , . :·· \··-.-.. ~ :_. -- EL1J22J M lI ,ern12aoel -iomllatigo,12df EL1J22J Mil NQA l2·Q~Qfi,Qfi,12df EL1J22J RA 11 BIQ 2§62-12 eaoel tg Eucriog,12df . ' . FLJ,3223 R4 II RIO -2686-17 Ps!n~I WQ QQ M~tal Frame.P-df Other: For use inside a HVHZ install in accordance with NOA Verified By: Ronald I . Ogawa 24121 17-0406.06 Created by Independent Third Party: No Evaluation Reports FLJ,J223 R4 AE NOA l.Z-0406.06.Rdf EL1J22J BA Af BIQ 2§62-12 eaoel t2 Eurriog,12df EL1J22J BA AE BIQ-2§8§-12 eaael Wggg M!i:till ECiilCD!il,1:!df Created by Independent Third Party : Yes 13223.2 HardiePanel Siding fiber-cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes EL1J22J RA II tis1rd i eeaoe l-I ostall atigo,12df Approved for use outside HVHZ: Yes EL1J223 R4 II NQA 12-Q~Qfi,Q2,12df Impact Resistant: Yes EL1322J R4 II BIQ 2§62-lZ eaoe l to Eurriog,12df Design Pressure: N/ A EL1J22J R4 II B.IQ -2§8§-12 eaoe l Wggd Metal Frarne,12df Other: For use inside a HVHZ install in accordance with NOA Verified By: Ronald I. Ogawa 24121 17-0406.06 Created by Independent Third Party : No Evaluation Reports EL1J22J BA AE NQA 12·Q~Qfi,Qfi ,12df FL13223 8,4 AE RI Q 2689-lZ ea nel t Q Furring .r2gf EL1J22J M Af BIQ -2§8§-12 eaae l Wggg Metal Etame,12df Created by Independent Third Party: Yes 13223.3 Prevail Panel Siding fiber-cement panel siding Limit.of UM Installation Instruction• Approved for use in HVHZ: Yes EL1Jl2J R4 II ~QA J.7-04Q2 .06.r2gf Approved for use outside HVHZ: Yes EL1J22J R4 II ere~ail -eaoel-Iomillatigo, 12df Impact Resistant: N/ A EL13Z2J M II RIQ 2fi62 -1Z eaoel t2 Eurri og,Rdf Design Pressure: N/ A EL132 2J 1M II BIQ-2fi6fi-1Z eaoel Wggd M~tal Ecame,12df Other. For use insjde a HVHZ install in accordance with NOA Verified By: Ronald I . Ogawa 24121 17-0406.06 Created by Independent Third Party : No Evaluation Reports EL1J22J M AE ~QA 1Z-Q1Qfi,Q2,12df EL1322J M AE RIO 2682-12 eaoel tQ Eurdag,12df EL1J22J M Af B.IQ-2fi6fi-1Z eiloel Wggg M~tal Eu1rne,12df Created by Independent Third Party: Yes Contact us : : 2601 Blolc $toot 8904 DllloboSMI FL 32399 phone · 8SQ:48Z·1824 I Florida Product Approval HardiePanel® Siding • For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 17- 0406 .06 . Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements . • For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule , and installation shall be in accordance with Engineering Evaluation Reports RI 0-2686 -17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements . ardiePanel~ ,::,110. Vertical Siding (¢,!?J •JamesHardie EFFECTIVE SEPTEMBER 2013 ~ INSWLATION REQUIPEMENTS RESlOENTw. SING..E FM1lLY ONLY -PRIMED & COLORPl.J.SP PROIXJCTS Visit w«« j.me;lmtfe,m for the most recent YerSlon. SMOOTH • CEDARMILL0 • SELECT SIERRA 8 • STUCCO IMPO RTANT: FAILURE TO INSTALL AN D FINISH llilS PRODUCT IN ACCORDJIN CE WITH APPUCABLf BUILD ING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LfAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOlATE LOCAL BUILDING CODES, AND VOID THE PRODU CT ONLY WARRANTY. BEFORE INSTAUATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTAUATIO N OF HZ1 O™ PRODUCTS OUTSIDE AN HZ1 0-LOCATIO N Will VOID YOUR WARRANTY. TO DETERMINE WHICH HAROIEZONE APPLIES lOYOUR LOCATION, VISIT WWW.HARDIEZO NE.COM OR CAl.l 1-866--942-7343 866 9HARDI STORAGE & HANDLIN G: ~ CUTTIN G INSTRUCTIONS Store flat and keep dry and OOTOOORS 1. Poslbl cuttilg station oo 11lat Yiixl 1'111 bb,y wst i1Ni1f frorn user and others In~ -2. Use om cf1he ~ methods: a Best I. ScQ'8 and~ INDOORS 1. CUI only using score and soap, or shears (manual, eleclJlc or pnet.matlc). 2. Position cutting sta1lon In well-ventilated atea covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry plan~ on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused i. Shears (mmal, e1et1J1c « JX1ellllllk:) -NEVER use a power saw Indoors b. Better. I. Dust redJcr1g cbtular saw llC)JQ)0d YAth a -N&m use a cmAar saw lirl31hal ooes rd carJ 1he lmle81ad8 saw bale 1radenBk HartieBlcD!" saw b1ooe and HEPA vocwn ll)(jlracilon -NEVER dry sweep-Use wet S1JW18SS1on « HEPA Vacuum by improper storage and handling of c. GJod: i. Dust reciJciDJ cirroat saw will a Ha!lieBlade1 saw tild? (ori; usef«bilto rrailraleruttkJJ) the product IIT4)0l1ant t«m: For maxirrum ~ (k7M!SI respirable o.~ production), James Harde recoominds i!N1iffS using "!le&"-lewl cuttilg lllflllm, v.tiere feasllle. ~ resprms can be used In conjundioo v,;tt, ,m,,e cuttirg ixacoces to further rec1Jce dust eltp0SIJ'8S. Mlllonal 8l1Jl06Ull lnformatloo Is awilable at www.jameslmle.C0111 to het>you de1emine 1he roost !ffllqiriale art1i1YJ method !«your Joo~-W concern stl 8ldsls aba.t 8llP(l6ll8 ilr,'llis « you ck> net~ v,;tt, 1he alxMl ~. you shed! ai-Nif/S com.Ill a (JJi!lified mistrial hygienlst orcootact Jirnes Hime b-hither lnfamalkln. llDD105 GENERAL REQUIRE MENTS: I • These instrucoons to be used for residential single family installations only. For Commercial l Multi-Family i~tion re(Jlirements go to www.JamesHardeCommercial.com • HarciePalel8 vertical oong can be installed CNef bra:ed wood or steel studs spaced a maxinnum of 24" o.c. See genemal fastening re(J.Jremeols. hE9Jlarities in framJ arxl sheatting can mirror thfOU(,tl the filished ~-James Hardie recanme11ds instalting HarciePanel on a capllay break (rainsaeervTtrmg) as a best Jr.lClice. • Information oo installing James Hardie products over foam can be located in JH Tech Bulletin 19 at WWN. jamehardie,com • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requ irements:. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap• Weather Barrier. a non-woven non-perforated housewrap1 . which complies with buildi ng code requirements. • When installing James Hardie products all dearance details in figs. 5,6,7,8,9, 1 O& 11 must be followed. • Adj acent finished grade must slope away from the building in accordance with local building codes -typically a minimum of 6" in the first 1 o·. • Do not install James Hardie products, such that they may remain in contact with standing water. • HardiePanel vertical siding may be installed oo vertical wall applicatioos only. • DO NOT use HardiePanel vertical sidin.9 in Fascia or Trim applications. • Some application are not suitable for ColorPlus. Refer to CoforPlus section page 3. • DO NOT use stain. oiValkvd base paint. or powder coating on James Hardie• Products. • For larger projects, inciudin.9 commercial and multi -family projects, where the s~ olf the wall is significant in length, the desig ner and/or architect should take into coosideralioo the coefffcient of thermal expansion and moisture movement of thei product in their design. These values can be fou nd in the Technical Bulleti n #8 "Expansioo Characteristics" at www.JamesHardie.com. INSTALLATION : Fastener Requirements Position fasteners 3/8" from panel edges and no closer than 2" away from comers. Do not nail into comers . Han:tlePanel Vertical Siding Installation Julnt Treatment • Vertical Joints -Install panels in moderate contact (fig. 1 ), alternative ly joints may also be covered with battens, PVC or metal jointers or caulked (Not applicable to ColorPlus• Finish) (fig. 2). • Framing must be provided at horizontal and vertical edges for nailing. • Horizontal Joints -Provide Z-flashing at all horizontal joints ~ig. 3). Figure 2 Figure 3 • HardiePanel vertical siding must be joined on stud. • Doub le stud may be required to maintain minimum edge nailing distances. Rgure 1 -~m~ BattAM'IJolnt UH" Joint ~r- -· ~ I~ belw_.. panele, then ceulk" Caulk Joint ~t awllcable to ColorPtus• Arish) •Apt;t-J cauk In accordamce with cauk marufactlXer's written application i'ls1ructlons. 'R>r additional Information on HardleWrao™ Weathe r Barner, consult James Hardie at 1-866-4Hardle or www.hardlewrao.com WARNING: AVOID BREATHING SILICA DUST water-resls!IYe ~ -bamer ~ water-resistive -banler -upper panel -upper panel Do not 1/4" gap ~ ' Do not 1/4"gap C!uk -, ,..._Z-flasling f -1ower panel ~Z-flashing t ~ decorative ~ -ba111boanl ~ lower -panel Figw.4 Installing Sierra 8. provtde RecolMlendallon:'Mlerl s a doli>le stud at panel joints to avoid nallng through QrOOYeS. ..lilnes H.rdie" produclls anain resp1niJ1e aymllile sllka, wlich ls knD¥ffl 1D the State of Calfomla 1D c:ause cancer and ls consldeled 1)¥ IARC and NIOSH 1D be a cause of cancer from some ~ sources. Breathing a:enYe anotJlls ol re!pnl)le aica OJSI cat also Cllla a dl.,abtlg and polentiat/ falal kmg clsease Cllled slicosls, and has been llri<.Bd wtil other disea1;8S. Some sllJdies suggest smoldrG m:r, lncnase 1hese risks. During nialatlon or tadng: (1) work In otadoornas wMh llfT1)le ventiallon; (:Q use fl>ercem«ll shears for cutting or, Wherlt notleasllle, use a HardleBlade-saw blade and dust-reoocing dn:ular saw attached 1D a tEPA vacuum; ~ nTI titas In tile lmmeclale area; (4) wear a 1JRJ1)811y-litmd, NIOSH~ dust mask or re!l)lra1Dr (e.g. N-9!;j In accord.rol v.1th appllcall4e ~emment regula1ions and manuladurer Instructions 1D further limlt ~ slt:a e,,poues. Olli1g dean~. ISi ·HEl'A vacUIJllS or wet clear1t4) methods -neYer dfy sweep. !Qr further lnformaUon. refer 1D OIi" Installation lnstruCtlons and Material Safety Oala Sheet available at -.j.wneSlllrlle.a,m ot 11f call'lg 1·800-9IWlllE (Hl00-942-7343). FAWlE TO ADHERE TO Olll WARNNGS, MSOS, ANO itmAl.lAllON ll-l.5TllOCTIONS MAY LEAD TO SEAOOl PEPSONAL IIU.ffi OR OEAT!i. -HS1236 -P1/3 1/13 cifARANCES . I tall siding and lrim products in ns "Id" cod compliance with local bu1 ing e Maintain a minimum 1 " -2" clearance between James Hardie• products and paths, steps and driveways. Maintain a minimum 1" -2• dearance between James Harde im1Jcts and dedQng material. requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 6 ~·min. I Flgu,.8 Figure 7 siding --.. deck material Do not bridge floors with HardlePanel9 siding. Hortzontal joints should always be created between floors (fig. 10). Maintain a minimum 1" gap between gutter end caps and Water- Resistive Barrier ---f~ Franlng siding & trim . Flgure9 HardiePanet• gutter and end cap I BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 ½" or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS Flooring Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid dimates. • Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. • NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing . • Fastener heads should fit snug against siding (no air space). (fig. A) • Do not over-drive nail heads or drive nails at an angle . • If nail is countersunk, fill nail hole and add a nail. (fig. B) • For wood framing , under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace naiQ. • NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should only be used when tradiUonal framing is not available. • Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush @~ Figure A ~ Counter.ulk, ~ flit & add nail Figures @® do not under DO NOT drtve nails ITAl'll! Af. the jurcil.lre of the r<Xt and vertical Sllfoces flasti and . smll be instal~ per~ manufacb.Jrer's ~-PrtMde a minirrum 1 " -2" dearillCe between the roofing ~ the lxltnn edge cl the sking and trim . Figure 8 KICKOUT FLASHING Maintain a 1 /4 • de.ranee between the bollom of James 1-atie prtXim and hoozoo1alflanlg. Do not cauk gap. Refer lo fig. 3 on page 1. Because of the volume of water that can poLJ ctw.,, a sloped roof, one of the moot critical flashing details ClCCUS ~ a roof intersects a sidewall. The roof m~t be flashed Y«th step flashing . Where the roof terminates, install a kickoot to deflect water away from the siding. It Is best to install a self-adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then oome back to install the klckllut Rgure 11, Klckout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickour as required by IRC code R905.2.8.3 : • ... flashing shall be a min . of 4" high and 4" wide." James Hardie recommends the kickout be angled between 100° -110° to maximize water deflection PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer -Does not apply for installation to steel framing). HS1236 -P2/3 8/13 g 11110_. r ~ For beSI results use an Elastomeric Joint Sealant corrv,ing Wlh /ISTM C920 G-ini NS, aass 25 or higher or a Latex Joint Sealant complying wi1h /ISTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant ~s v.,itten nstru;tioos. Nole: CS~ as wel as soma cta adilg manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. I DO NOT use stain, oiValkyd base paint or IX)Wder coating on James Hardie-Proru:ts. James Helde Jmix:1S must be painted within 180 days for primed prowct and 90 days for unprimed. 100% aayoc topro!.1s ~ recommended. Do not paint when wet Rlr awication rates refer to paint manufocturers spedficatloos. Back-rolling is recommended tt the siding is sprayed. COLORPLUS• TECHNOLOGY CAULKING, TOUCH -UP & LAMINATE I • Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe oft any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus®Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel® siding with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Colorflluse product dealer. • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up , will not be covered under the James Hardie ColorPlus limited Finish Warranty. The following outli nes the recom mended applications tor ColorPlus and Primed panels. Not all designs will be suitable for every application: I • Exposed fasteners or battens is the recommended application for ColorPlus panel products • Do not use touch -up over fastener heads for smooth ColorPlus products -primed panel recommended • For ColorPlus panel applicatio ns that require fasteners in the field , it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover j oints when appropriate. PAINTING JAMES HARDIE• SIDING AND TRIM PRODUCTS WITH COLORPLUS• TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure tlle surface is clean, dry, an d free of any dust, dirt, or mildew • Reprim ing is normally not necessary • 1 00% acrylic topcoats are recommended I • DO NOT use stain, oiValkyd base pain~ or powder coati ng on James Hardiee Products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and appllcation temperature I RECOGNTION: klacconlarawilh ICC-f.S Ew1ua11on l\e!X>ft ESll-1844, Hcltlef'anel® Yll1k:al skilg Is recogized as a~ alternate II> 1hatspocilled In: lhe 2005.2009, & 2012 lntemalklnal Resldentlal Code !Of Ore-and Tv.o-f'cwrif ~ aro too 2006, 2009, & 2012 Wemaliooal 81.iktog Code. lmiePanel Ylltk:al sloo,J ls aloo rec0jJized f« appk:a!lon In too~: City ol lm Angaes Resean:11 Report No. 24862, State of Florida is1DJ R.1889, Didi Qmy, Ronda NOA~-O'l-0729.0'l, US. 1Je1t. ol ltD Ma!Brials Release 1263c, T~ IJepJJ1ment ol klSIJ'arce PnxiJct Evaluation EC-23, City ol New YOik MEA 223-93-M, and C8liloma DSA PA-019. These dtomns slnJd also be mndlld la' adcltblal llbmalkln coo:ellilg too SLilabilily of ttis IJMO f« specllk; ~. C 2013 James Hardie BuMng Products. All rights rese!Ved, TM, SM, and~ denote~ or registered trademarks of James Hanle Technology Umited Ill ls a registered 1rademar1< of James Hardie T eclvlology Limited . Additional Installation Information, Warranties, and Warnings are available at www.jameshardie.com ~-JamesHardle HS1236 -P3f3 6/13 GENERAL NOlES ENGINEERING DESIGN RESfONSIBILJTIES· TI-lE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTI.JRAL ENGINEER ARE LIMITED TO THE FOLLOWING: STRUCTURAL COMPONENTS SUCH AS THE FOOTINGS, BEAMS, COLUMNS, POST, STUDS, SHEATI-llNG, ETC TO SUPPORT CODE SPECIFIED LOADS. ITEMS NOT DESIGNED INCLUDE PRE-ENGINEERED WOOD FLOOR AND ROOF "TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED AND TRUSS-TO-TRUSS CONNECTION. ITEMS NOT DESIGNED ALSO INCLUDE ARCHITECTIJRAL FEATIJRES SUCH AS EYE BROW ROOFS, CORNICES, NON-STRUClURAL FRAMING, WATERPROOFING, MECHANICAL OR ELECTRICAL SYSTEM. GENffiAJ NOJES: THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTlON. THE CONTRACTOR SHALL PROvlDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GU't1NG OR OTI-lER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF lHE ABOVE ITEMS. TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED 011-lER\IJISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND SAFETY REQt,IT'S. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. FOR DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS, SEE ARCHITECTIJRAL DRAWINGS. DO NOT SCALE FOR DIMENSIONS NOT SHOW'N ON DRAVi'INGS. SEND WRITTEN REQUEST FOR INFORMATION TO THE ARCHITECT FOR DIMENSIONS NOT PR0'1DED. All DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. RESOLVE All DISCREPANCIES WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. DO NOT SCALE DRAl\1NGS. COORDINATE THE STRUCTURAL DOCUMENTS 111TH THE ARCHITECTURAL& MECHANICAL. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. CONTRACTOR HAS SOL.£ RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY REGULATIONS FOR ITS EMPLOYEES. NO STRUCTURAL CHANGE FROM THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE IN THE FIELD UNLESS \\RITTEN APPROVAL IS OBTAINED PRIOR TO MAKING SUCH CHANGE. CHANGES l\1THOUT THE WRITTEN APPROVAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONDITION SHALL BE REPAIRED OR REPLACED AS DIRECTED. ROOF COVERING SPECIBCADONS· THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WAJFBPBOOFJNG· THE CONTRACTOR SHALl. BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. GI.JABPBAH S THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF GUARDRAILS WOO FRAMING NATIONAL FOREST PRODUCTS ASSOCIATION, AF & PA NDS-05, WITH 2005 SUPPLEMENT, AND AF&PA SPECIAL DESIGN PROVISIONS FOR WIND & SEISMIC, SDPWS-05. ALL LUMBER, EXCEPT WHERE SPECIFICALLY NOTED OTHERl\1SE, SHALL BE MILL SIZED AND SURFACED ON ( 4) SIDES. ALL SHALL BE STRAIGHT STOCK, FREE FROM WARP OR CUP, AND SINGLE LENGTH PIECES. SPLICES l\1LL NOT BE PERMITTED EXCEPT WHERE SPECIFICALLY SO DETAILED OR AS DIRECTED BY THE ENGINEER. EACH PIECE OF STRUCTURAL LUMBER, SHEATHING AND TIMBER SHALL BE MARKED WITH THE GRADE BY SUCH COMPETENT AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS IS TO ESTABLISH LUMBER GRADES. UNLESS NOTED OTHERl\1SE, USE SPRUCE-PINE-FIR (SPF) OR SOUTHERN PINE (SYP), 19% MAX. MOISTURE CONTENT, AS FOLLOWS:SPRUCE PINE FIR #2 SPECIFICATIONS: Fb=775 PSI, Fc(PARALLEL)= 1000 PSI, Fc=(PERP)=335 PSI, Fv=135 PSI, Ft=350 PSI, E=1100 KSI SOUTHERN PINE #2 SPECIFICATIONS PER LATEST SOUTHERN FOREST PRODUCTS ASSOCIATION (SFPA) ALL WALLS SHALl. BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. ANY WOOD IN CONTACT 111TH CONCRETE, MASONRY, OR SOIL, SHALL BE PRESSURE TREATED. ALL WOOD-TO-WOOD CONNECTIONS SHALL EMPLOY METAL ANCHORS. NO TOE OR END NAILING SHALL BE PERMITTED (UON), EXCEPT FOR AT TOP AND BOTTOM PLATES IN WALLS. METAL CONNECTORS SHALL BE FASTENED IN ACCORDANCE Vi'ITH MANUFACTURER'S INSTRUCTIONS TD DEVELOP THE PUBLJSHED CAPACITY. TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF JO DEGREES TO THE PIECE AND BE STARTED AT 1/J THE NAIL LENGTH FROM THE END OF THE PIECE. MULTIPLE STUD PACK COLUMNS SHALL BE CONNECTED LATERALLY TO ONE ANOTHER PER DETAIL INDICATED HEREIN. TIMBER FASTENING SHALl. BE PER FBC mMINIMUM FASTENING SCHEDULEM UNLESS NOTED AS GREATER ON DRAWINGS. ROUGH HARDWARE, JOIST HANGERS, STRAPS, HOLDOWNS, ETC. SHALL BE MANUFACTURED BY •sIMPSON STRONG-TIEM COMPANY OR APPRO\IED EQUAL. THE MAXIMUM SIZE AND NUMBER OF FASTENERS SPECIFIED BY THE MANUFACTURER SHALL BE USED UNLESS NOTED OTHERWISE. BLOCKING AND FIRESTOPPING TO BE INSTALLED AS REQUIRED TO SUPPORT ALL ITEMS OF FlNISH SUCH AS BULKHEADS AND BUCKS. PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, BETWEEN CEILING AND FLOOR AREAS (AS REQUIRED BY BUILDING OFFICIAL AND ARCHITECT). D'PICAL HEADER NAlUNC _____________ DPICAI PQUBIE TIP V,NDDW SILL SOiEPLILE D'PICAL TOP PLATE NAILING; •-o• MIN. SPLICE LENGTH w/ ROUGH DROPPED HEAD Ml~MUM END GENERAL NOlES (CONTINUED} FOUNDATIONS; FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE 111TH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED 111TH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. 0 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. ·SHALLOW FOUNDATIONS BEARING 12" BELOW GRADE. ALLOWABLE BEARING PRESSURE = 2,000 PSF FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT THE STRUCTURAL ENGINEER. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE J" IN FOOTINGS AND MESH SHALl. BE CENTERED IN SLAB ON GRADE USING SUPPORT BARS AND CHAIRS. IN ALL CONTINUOUS FOOTINGS PROVIDE #4 @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLJNG CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS WHERE FILL IS REQUIRED, IT SHALL BE PLACED IN ACCORDANCE WITH INSTRUCTIONS OF THE PROJECT GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN BEARING PRESSURE. f«ONCBfTF SI ABS ON f-BAPE· CONCRETE SLABS SHALl. HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. SLABS SHALl. BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILl. WlTH APPROVED CHEMICAL SOIL TREA lMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. CONCRETE SLAB HCONTROL JOINTS" SHALL BE CUT INTO THE SLABS AT A DEPTH OF ¼ TIMES THE THICKNESS OF THE SLAB 'MTHIN 12 HOURS OF PLACING THE CONCRETE. MAXIMUM SPACING OF INTERIOR SLAB CONTROL JOINTS, UNLESS NOTED OTHER'MSE, SHALL BE 15'-0" (MAX.) IN EACH DIRECTION. LOCATION OF CONTROL JOINTS SHALL BE LOCATED SUCH THAT THE AREA CONTAINED IS JOO SQUARE FEET MAX., 'MTH A MAXIMUM RATIO OF LONG TO SHORT SIDE OF 2 TO 1.. MAS0NBY SPECIEICATIQNS: MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACl530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF ¾i PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. SJEMWAU,S· ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS 111TH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT 111TH 3DOO PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT 111TH -/14 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINlt.tUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON S1.0. UNLESS NDTED OTHERl\1SE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". EPOXY ANCHORS IN CONCRETE; ADHESIVE FOR REINFORCING DOWELS IN EXISTING CONCRETE SHALL BE EITHER THE HIT HY150 MAX INJECTION ADHESIVE SUPPLIED BY HILTI FASTENING SYSTEMS, EPOXY-TIE SET EPOXY ADHESIVE SUPPLIED BY SIMPSON STRONGTIE COMPANY, POWER-FAST EPOXY INJECTION GEL SUPPLIED BY POWERS FASTENERS, EPCON GS EPOXY ADHESIVE SUPPLIED BY ITW RAMSET/RED HEAD OR APPROVED EQUAL. MIN. EMBEDMENT LENGTH SHALL BE 12 BAR DIAMETERS, UNLESS NOTED OTHERl\1SE. PRE FNGINEFRFEP wnro Fl DOB AND ROOF IBLJSSFS· "GANG-NAIL" PRE-ENGINEERED WOOD TRUSSES ARE TO BE CONSTRUCTED WITH METAL PLATE CONNECTORS AND DESIGNED BY A DELEGATED ENGINEER. TRUSSES SHALL COMPLY WITH NFPA, TPI, AND AITC 100. THE TRUSS MANUFACTURER SHALL PROVIDE DESIGN CALCULATIONS AND SHOP DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER (CONTRACTED BY TRUSS MANUFACTURER) FOR REVIEW PRIOR TO FABRICATION. PROVIDE ALL REQUIRED BLOCKING AND BRACING REQUIRED BY THE MANUFACTURER FOR CONSTRUCTION AND ERECTION IN ADDITION TO BLOCKING SHOWN ON THE STRUCTURAL DETAILS. MEMBERS OF A COMPLETED TRUSS ARE NE\IER TO BE NOTCHED OR CUT. THE DESIGN SHALL ACCOUNT FOR ALL UNIFORM LOADS AND EQUIPMENT LOADS. CONTACT THE STRUCTURAL ENGINEER FOR UNIFORM LOADING AND REQUIREMENTS IF REQUIRED. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. PRE-ENGINEERED WOOD TRUSSES SHALL BE BRACED IN ACCORDANCE WITH TRUSS PLATE INSTITUTE'S "HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91" AND " BUILDING COMPONENT SAFETY INFORMATION BOOKLET SCSI 1-03" AND RELATED SUMMARY SHEETS. GENERAL CONTRACTOR SHALL NOT CUT OR ALTER ANY TRUSS t.tEMBER. FLOOR TRUSSES SHALL CDNNECT TO BEARING WALLS 111TH A MINIMUM OF (2)-16d TOENAILS. FLOOR TRUSSES SHALL CONNECT TO BEAMS AT FLUSH CONDITIONS 111TH SIMPSON HANGERS AS SPECIFIED BY TRUSS DESIGNER. IIEW. -AND CINE:IIIR FASlEIINII IIEW. -All> CINE:IIIR FASlEIINII IIEW. -All> CINE:IIIR FASlEIINII SIMPSON USP FASTENERS SIMPSON USP FASTENERS SIMPSON USP FASTENERS ANCHORAGE CONNECTOR FLI CONNECTOR FL# CONNECTOR Fl! CONNECTOR FL# CONNECTOR FL/ CONNECTOR FL# A35 10446.1 MPA1 17244.23 12-0.131x1½" LSTA12 10456.7 LSTW12 17244.8 6-0.14Bx3" EA END HTTS 11496.2 HTT5 17324.2 26-0.162x2½" % "91 ROD EPOXIED 8" MIN CS16 10852.2 RS150 17244.27 11-0.148x3" EACH END MSTA24 10852.9 MSTA24 17244.18 9-0.148x3" EA END LTT208 11496.3 LTT208 17219.3 10-0.148x2½" ½ "x6" TITEN HD H2.5A 10456.3 RT? 17236.11 5-0.131x 2½" EA. END MTS12 10456.8 MTW12 17244.8 7-10dx1 1 2" EA. END ABU44 10860.4 PAU44 17239.13 12-0.162~½" % "111 ROD EPOXIED 6M MIN H8 10446.13 RT8 17236.11 5-0.131x 2½" EA. END ABU66 10860.4 PAU66 17239.13 12-0.162~½· % "91 ROD EPOXIED 6" MIN HTS16 10456.6 HTW16 17244.8 8-0.148x1 1" EA. END DTT2Z 10441.1 DTB-TZ 17219.1 8-4X12 SDS ' ,, TITEN HD D'PICAL SJUP NAILING· 0.131x3" END NAILS: (2) @ 2,4, D.131 X3 TOE NAILS 2X6, 2,B = (5) NAILS 2,10, 2,12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OPENING OR SILL PLATES FASIDER EAD--1 END 1tlc~ J1xJ" NAILS E'v£Nl y ,.~.~. -~4~. =,,~),~,=.=S~P=,~,,=+-,-.)-1~2,=TO=E=N~Al~LS~~---1 (3) 0 2,6, (4) @ 2,B. 2x_E1LOCKING ONLY REQUIRED IF SHEARWALL. FASTEN LOWER SlUD TO TALLER STUD w / 2-ROWS OF 10d COMS @ 12· o.c. D'PICAL SCU PLATE NAILJNG; 0.1Jh3 TOE NAILS: (3) II 2,4, ( 4) II 2,6, 5 0 2,B. PT. SYP#2 SOLE PL.A TE. .-·. ·., .. '• ..... :•. ': .' · ..•... ··~·. . •:· .. ··:_.._.· .• ·,.:\ ....... · . .a~·· ........ WALL FRAMING AT PLATE CHANGE CONDITION OF .1J1xJ C 12" O.C. STAGGERED. SYP#2 DBL TOP PLATE. RAISED HEADER ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILl. SIZE AND CONNECTION EACH END. SYP#2 HEADER, PER PLAN. WALL FRAMING AT RAISED HEADER CONDITION . •·· . . : .. • .. TYPICAL WOOD WALL FRAMING . • FULL HEIGHT ANCHOR SEE PLAN FOR LOCATIONS, SEE 13/SD.1 FOR INSTALLATION\ • I KING STUD TO FRAMING BELOW: CS1B STRAP w/11-1Dd,1!f NAILS EACH END. STRAP ATTACHMENT\ CAN BE INTERIOR OR EXTERIOR SIDE OF WALl.. SEE PLAN FOR LOCATIONS • • ~ SOLE PLATE ANCHOR PER SCHEDULE SINGLE STORY @ TYPICAL WALL UPLIFT ANCHORAGE .;;; 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS 4'-0" MIN. .;;; B'-4" (3)2x4 SYP /12 (1)A34 + (4)12d TOE NAILS " 12•-o• (3)2x6 SYP {12 (1)A35 + (4)12d TOE NAILS 12 1, 1 DROPPED HEADER SYP#2 HEADER, PER PLANS. WINDOW SILL SEE r SCHEDULE. ABA:IEP JBANSQM CPTION· 2x SPF DIAGONAL BLOCKING FASlENED w/ 3-0.131mx3" EA. END TYPICAL SHEATHING MAY EXTEND 2• PAST BLOCKING- WINDOW ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL JACK AND KING STUDS, SEE PLAN. AT TWO STORY CONDITIONS, PROVlDE SOLID BLOCKING l\1THIN FLOOR SYSTEM AT All UPPER UEVEL POSTS & JACK Sl\JDS. BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CDNDITION OR RAISED HEADER CONDITION. MAX. MIN. sg F Pl.Alf ANQ::IQR: FROM SOLE PLATE BREAK WALL FRAMING AT SEE ,;s~o DRPPPEP HEADER CONDITION FULl. HEIGHT ANCHOR SEE PLAN FOR LOCATIONS SEE 13/S0.1 FOR INSTALLATION\ ~ 2-ROWS OF Bd @ 6 I II II ___ .. ---~--- 1-ROW ~--- Bd O 3" OVERLAP SHEA THING .-SEE 9/S0.1 I II II / HEADER STRAPPING NOT ._ REQUIRE UNLESS SPECIFIED ON PLAN • II MULTI STORY (STACKED WINDOWS) • II I/ II ___ .. ---~--- 1-ROW OF lid II 3• \ • MULTI STORY /NO WINDOWS} II • II II UPLIFT CONNECffiR AND (2)12d TOENAILS EAC SIDE OF RAFTER. ROOF RAFTER PER PLAN FASTEN EACH RAFTER TO HIP/VALLEY/RIDGE w/ (5)10d TOENAILS. CBLING JOISTS PER PLAN. (8)10d FACE NAILS @ CONVENTIONAL ROOF DETAIL SO.O I • HEADER STRAPPING NOT {REQUIRE UNLESS SPECIFIED ON PLAN II • II MULTI STORY /UNSTACKED WINDOWS} I • TYPICAL WALL FRAMING NOTES: 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS .. 2. USE SYPf2 FOR ALL TOP PLATES AND SOLE PL.A TES. 3. USE SYP#2 FOR ALL HEADERS 4. All WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INlERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/10d MASONRY CUT NAILS @ 48• O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS INTERIOR BEARING WALL· 2-ROWS OF Bd O 6" ,- 1 I I I L __ _ SYP#2 DBL TOP PLATE. BLOCKING AT PANa. ..OINTS Bd II 3" ,-- SEE PLAN FOR STUD SIZE AND O.C. SPACING. CONTINUOUS BLOCKING WITHIN FLOOR SYSTEM WHERE POST IS ABOVE. I I _J l SEE 3/SO.O. SEE DETAILS LON S1.01 --, ,--- 1 • • • ROOF SHEA THING, SEE SPECIFICATIONS. PERMANENT TRUSS BRACING BY OJHFR FULL HEIGHT ANCHOR AT INTERIOR WALLS TYPICALLY l&" FULL HEIGHT THREADED RODS u 5•-0· o.c. BLOCKING AT PANEL ..OINTS 16d COMMONS o a· o.c. [_ SEE 3/SO.O. -----7 2-Rqws OF Bd 016" I I ____ _J WAll SHEA THING SEE DETAIL 9/SD.1 FOR SPLICING OPTIONS. FLOOR SHEA THING, I -- SEE SPECIFICATIONS. I 1-ROW OF Bd @ 3• I I SEE 9/S0.1._)--- BLOCKING AT PANEL ..OINTS -INTERIOR BEARING WAIJ.:_SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. 2-ROWS OF Bd O 6" WALL SHEA THING SEE DETAIL 9/SD.1 FOR SPLICING OPTIONS. WALl, SHEATHING TO SOLE PLAJE RAISE }," FROM SEE DETAILS BOTTOM OF SOLE PLAN _/ ON S1.01 ............ AND FASTEN w/Bd @ -1 -7 ,--~ 3" o.c. ·L. I I .· ... . . .· , • I '" •.· I ;• , I F+"--'-.._,, • I . .. _. I I ,. . ' • I ·. ·: ... ,, . ·, I ~: _ _'.:°'{~:-. ·~•. :.'.:'.:: I • -"'~ · ·~··•·•·• .. I L _______ _J L ________ _J L ______ _J SINGLE STORY MULTY STORY @ TYP. WALL SECTIONS s BUILDING CODE OESIGN COOE: 2020 FLORIDA BUILDING CODE -RESIDENTIAL ASCE 7-16 FLOOR AND ROOF DESIGN CRITERIA FLOOR LOADING (Cd = 1.0) ROOF LOADING (Cd = 1.25) TOP CHORD DEAD 10 PSF TOP CHORD DEAD 7 PSF (SHINGLES) TOP CHORD LIVE: TOP CHORD LIVE 20 PSF BALCONIES 60 PSF BOTTOM CHORD DEAD ALL OTHER AREAS 40 PSF 5 PSF BOTTOM CHORD LIVE: NO STORAGE 10 PSF BOTTOM CHORD DEAD 5 PSF LIMITED STORAGE 20 PSF BOTTOM CHORD LIVE 0 PSF STORAGE 30 PSF LIVE LOAD DEFLECTION L/360 LIVE LOAD DEFLECTION L/240 TOTAL DEFLECTION L/240 (0. 75" MAX) TOTAL DEFLECTION L/180 Yl1NO CRITERA l\1ND SPEED Vul1 130mph WIND SPEED Vnom 101mph EXPOSURE CATEGORY D BUILDING ENCLOSURE CLASSIFICATION ENCLOSED RISK CATEGORY II BUILDING HEIGHT < 30' ROOF PITCH 2:12 Yl1NDOW AND DOOR DP (C&C) PRESSURE EFFECTIVE 'MND AREA 'MND ZONE DESIGNATION (SQUARE FT) INTERIOR ZONE END ZONE 0 -10 +24.61 -26.70 +24.61 -32.95 11 -50 +23.42 -25.51 +23.42 -30.58 51 -100 +22.01 -24.09 +20.91 -27.74 GARAGE DOOR (1) CAR B',7' +23.42 -25.51 +23.42 -30.58 (2) CAR 16',7' +22.01 -24.09 +20.91 -27,74 WIND I OAPll:!IG NQIE5i 1. THE VALUES SHOWN ABOVE HAVE BEEN REDUCED PER ASD LOAD COMBINATION 0.6W. NO FURTHER REDUCTIONS SHALL BE PERMITTED 2. PLUS = PRESSURE AND MINUS = SUCTION. COMPONENT AND CLADDING ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE 3. DESIGN OF WINDOWS AND DOOR FASTENING TO WALL FRAMING IS THE RESPONSIBILITY OF THE l\1NDOW/DOOR MANUFACTURER AND SHALL MEET BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE 4. SEE SCHEMATIC BELOW FOR END ZONE LOCATIONS I END ZONE 'MDTH 'a' = 1•-1• I ~LI:: ~ :::!l} -t'af- "' .. -·-.................. , ...... -· ~'" ·~'"· FLOOR SHEATHING SCHEDULE FLOOR SHEATHING SPECIFlCATION rtPICAL NAILING 23/32 T&G OSB OR PLYWOOD SHEATHING TETRA GRIP .113x21f @ 6" EDGE AND FIELD El COB SHEAlJ::IING t!ltUES· 1. FLOOR SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION PERPENDICULAR TO THE SUPPORTS 2. PANEL EDGE BLOCKING IS NOT REQUIRED WALL SHEATHING SCHEDULE WALL SHEATHING SPECIFICATION TYPICAL NAILING MIN. 7,fo", 24/16, APA RATED OSB OR 0.131",2½" @ 6" O.C. EDGE, 12" O.C. FJELD . PLYWOOD STRUCTURAL 1 SHEATHING 0.131",2½" ii 3" O.C. AT TOP AND BOT PLT WAIi SHEAilllNG NOTFS: 1. SHEATHING MAY BE INSTALLED FOR FLEXIBLE OR BRITTLE FINISHES. 2. SHEATl-llNG MUST EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER PLY OF DOUBLE TOP PLATE. 3. SHEATHING MAY BE INSTALLED HORIZONTALLY DR VERTICALLY. 4. PANEL EDGE BLOCKING IS REQUIRED AT PANEL JOINTS. THE BLOCKING SHALL BE FLATWISE 2x4 SPF#2 OR BETTER FASTENED EA END W/ (J) 10d TOE-NAILS. 5. AT SHEARWALLS, EDGE NAILING IS DECREASED TO 3" O.C., SEE PLAN FOR LOCATIONS ROOF SHEA THING SCHEDULE ROOF SHEATHING SPECIFICATION SHINGLE 19/32" 32/16, APA RATED 0.131X2 j" RING SHANK. @ 6" O.C. EDGE AND OSB OR PLYWOOD SHEATHING FIELD. ( 4" O.C. l\1THIN 4' OF ROOF EDGE) METAL 19/J2M 32/16, APA RATED 0.131X2 f RING SHANK. @ 6" O.C. EDGE AND OSB OR PLYWOOD SHEATHING (SEE NOTE 1 BELOW) FIELD. ( 4" O.C. l\1THIN 4' OF ROOF EDGE) TILE 19/32" 32/16, APA RATED 0.131X2 j" RING SHANK. @ 6" O.C. EDGE AND OSB OR PLYWOOD SHEATHING FIELD. ( 4" O.C. l\1THIN 4' OF ROOF EDGE) (SEE NOTE 1 BELOW) NOTE 1 -VERIFY 111TH MANUFACTURER'S FLORIDA PRODUCT APPROVAL ## NAIL SIZE LEGEND NAIL LENGTH DIAMETER NAIL UENGTH DIAMETER 8d COMMON 2½" 0.131" 10d COMMON 3" 0.148" Bd RING SHANK 2¾" 0.11Jn 10d RING SHANK 3• 0.148" 10d,1}f 1}f 0.148" 12d COMMON 3]r 0.148" 10d 3• 0.131• 16d COMMON 3)," 0.162" 03.02.21 Christopher J Sabourin FL PE#7!461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH, FL32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME BORBA RESIDENCE SSE No. 21-0094 ISSUE PERMIT REVISIONS DATE 03.02.21 DATE ....J LL FIELD ALTERATION CONTRACTOR. SHALL CONTACT SABO STRUCTURAL ENGINEERING PRIOR TO MAKING ANY STRUCTURAL FIELD MODJFICATlONS WHJCH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENG!Nf.ERJNG OR INSPECTION HES. SCALING DO NOT SCALE DIMENSIONS FROM rHESE DRAWINGS. If A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. DESIGN CRITERIA AND GENERAL NOTES SHEET SO.O SHEET 1 OF 3 #3x20" DOWEL BAR EPOXIED 4", SPACE @ 32" O.C. SEE DETAIL 6/S1.01 . "' I FOUNDATION PLAN SCALE: 1/4" = 1'-0" CONNECT NEW FOOTING TO EXISTING W/2-#5X30" DOWEL BARS EPOXIED 6" (TYP.) NEW STUD TO EXISTING POST w/10d @ 16" O.C. (TYP.) NEW 2X6 @ 16" O.C. STUD WALL BELOW BEAM EXISTING BEAM TO REMAIN NEW STUD TO EXISTING POST w/10d @ 6" O.C. (TYP.) 2X6 SYP#2 CEILING JOISTS @ 24" O.C. FIRST LEVEL WALL FRAMING PLAN DRILL 4" AND EPOXY 1-#3x20" HORIZONTAL DOWEL BARS @ 32" O.C. (TYP) 4" CONCRETE SLAB w / Fl BERM ESH @ 1.5 LBS/CU. YD. OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARRIER IN PREPARED GRADE. CLEAN COM PAC TED FILL SCALE: 1/4" = 1'-0" qSLAB ON GRADE, SEE PLAN. 4 NEW SLAB JOINING EXISTING MONOLITHIC S1.0 SCALE: 3/4" = 1'-0" 2X8 P.T. SYP#2 LEDGER. FASTEN RAFTER TO LEDGER w/5-10d TOENAILS FASTEN LEDGER TO BEAM & WALL w/5-10d @ 16" O.C. 2X6 SYP#2 RAFTER @ 24" O.C SCALE: 1/4" = 1'-0" TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & 1-SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE NOTED T/FTG. EL. MATCH EXISTING EXISTING WALL *ADD (2) #5x30" CTR'D DRILL & EPOXY GROUT (6" MIN.) INTO EXISTING FTG. NEW WALL USE RED HEAD EPCON GS EPOXY CONT. BOTT. REINF. (SEE FTG. DETAILS) EXISTING FOOTING CONN. z :::, 'io z ,ii 'i:, "' z :::, • 1/> "' - t ... •· .. . ii . ,"<# SYMBOLS LEGEND (2)2,8-1/1 FOUNDATION NOTES: DESIGNATES FOOTING LINE DESIGNATES lHE NU~BER OF PLY'S or HEADER, HEADER SIZE, & JACK/KING STUDS NEEDED FOR HEADER OPENING. ~M A307 DIAMETER FULL HEIGHT THREADED ROO, SEE DETAIL 4/52.0 DESIGNATES SLAB RECESS BEAM OR TRUSS, SEE PLAN 1. TI-11S FOUNDATION PLAN ONLY CONVEYS SlRUCTURAL INFORMATION RELATED TO THE FOUNDATION, FOR GENERAL FEAnJRES. DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC. SEE ARCH PL.AN. ARCH PLAN SHOWN HEREIN FOR REFERENCE ONLY 2. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A t.ilN OF 95,r; PROCTOR IN ACCORDANCE WITH ASTM D 1557 4. PROVIDE MIN 3" CLEAR COVER BETmN SOIL AND FOOTING REINFORCING TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. SLAB ON 4, GRADE, .. SEE PLAN. .• . 4 '4· r:: x---<--~~ :'\~ .;· /~1 ~ 12" i---i 1-STORY, w/(2)#4 CONT. @ MONOLITHIC EDGE FOOTING 1 #4 CONTINUOUS, PROVIDE CORNER BARS 3' EA. SIDE OF RECESS. (TYPICAL) , 2" MONO FOOTING WITH CURB -.S1.0,,1 SCALE: 3/4" = 1'-0" . , ., . ;;---- IA:---'/ . -----/. .. ,,4 .. 4. STEP, SEE ARCH. (6" MAX.) EQUAL TO SLAB THICKNESS. 3B@ SLAB RECESS WALL FRAMING"' STEP, SEE ARCH. PLAN. 3" BRICK VENEER IS ACCEPTABLE WITHOUT INCREASE OF FOOTING SIZE. a"x16" 1-STORY, w/(2)#5 CONT. -i'--~~~,I<- @ MONO. .0 FOOTING AT STEP-DOWN 03.02.21 Christopher J Sabourin FL PE#7!461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH, FL32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME BORBA RESIDENCE SSE No . 21-0094 ISSUE PERMIT REVISIONS DATE 03.02.21 DATE ....J LL FIELD ALTERATION CONTRACTOR. SHALL CONTACT SABO STRUCTURAL ENGINEERING PRIOR TO MAKING ANY STRUCTURAL FIELD MODJFICATlONS WHJCH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER. SABOURIN MAY RESULT IN ADDITIONAL ENG!Nf.ERJNG OR INSPECTION HES. SCALING DO NOT SCALE DIMENSIONS FROM rHESE DRAWINGS. If A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. RENOVATION PLAN SHEET S1. 0 SHEET 2 OF 3 NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 2. ,__ DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL 3. @ DENOTES FULL HEIGHT ANCHOR, SEE PLAN 4. • DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN LOCATE FULL HEIGHT ANCHOR ON SIDE OF CORNER WHERE UPPER TOP PLATE OVER LAPS STUD BELOW LOWER TOP ----+-<~ PLATE AT BREAK 2x4 BLOCKING @24" O.C. FASTEN EACH END w/3-10d TOENAILS OVER LAP DOUBLE TOP PLATES 4-10d COMMONS ORTHOGONAL VIEW OF CORNER WALL INTERSECTION CONDITIONS • @ CORNER CONDITIONS • @ FRAMED WALL CORNER AND WALL INTERSECTION CONDITIONS 1 INTERSECTIONS STUDS CONFIGURATIONS SCALE: 3/4" = 1'-0" S2.0 2X4 SYP#2 BLOCKING @ 48" O.C. w/ 2-10d TOENAILS EA/ END 2-H2.5 ROOF SHEATHING WALL SHEATHING BALLOON-FRAMED WALL PER PLAN EXISTING RAFTER BOUNDARY OF---- SHEATHING. EXAMPLE OF PANEL EDGE w / BLOCKING WHERE REQUIRED BY GENERAL NOTES. NAIL SPACING AT SUPPORTED EDGES,~---11 GENERAL NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED} PANEL EDGE (TYPICAL). NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX. (UON}. RA TED SHEA THING, SEE GENERAL NOTES. 1-----ROOF TRUSSES, OR FLOOR JOISTS. 2 ROOF AND FLOOR SHEATHING NAILING S2.0 SCALE: N.T.S. EXISTING BEAM WALL SHEATHING 2x_ PLATE TO MATCH WALL STUDS FASTEN TO BEAM w/2-ROWS OF 0.131x3 @ 12" O.C. WALL STUD @ 16" O.C. SOLE PLATE ANCHOR SEE DETAIL 6/S2.0 PT PLATE ,---E-XltlNG FOUNDATION s WALL SECTIONS BELOW EXISTING BEAM SCALE: 3/4" = 1'-0" S2.0 (3) ROWS 12d AT 12" O.C. EA. SIDE. 2 PLY BEAM. 3 PLY BEAM. (4) ROWS 12d AT 12" O.C. EA. SIDE. 2 & 3 PLY BEAMS ( 3)ROWS OF 5" TRUSSLOK ENGINEERED WOOD FASTENERS @ 24" o.c AS SHOWN (3)ROWS OF 6¾" TRUSSLOK ENGINEERED WOOD FASTENERS @ 24" o.c AS SHOWN 3-PLY 4-PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS 1½" 1½" (3) ROW OF 10d • NAILS @ 8" O.C . • • STAGGERED • • • ~ • ~ " " • 2x4 MEMBERS: • • (1) ROW OF 10d 0 0 • NAILS @ 4" O.C . • • 2x6 MEMBERS: • • • (2) ROW OF 10d NAILS @ 4" O.C. STAGGERED 2x4 OR 2x6 POST 2x8 POST 1-@-:- 0 -1--B_U_I_LT_-U_P_M_E_M_B_ER_F_A_S_T_E_N_IN_G ___________________ _ 2¾" 6 S2.0 3x3x¼" SLOTTED WASHER PUSHED TO OUTSIDE FACE OF WALL. 2¾" PLAN VIEW 3x3x¼" SLOTTED WASHER PUSHED TO OUTSIDE FACE OF WALL. SOLE PLATE ANCHOR QB. HOLD DOWN. BUTT JOINT ½" THREADED ROD EPOXIED 4" OR ½"¢x6" SIMPSON TITEN HD. PT. SYP#2 SILL PLATE. I • 12 " • I 1.½:' I MAX. MIN. SOLE PLATE BREAK SECTION VIEW SOLE PLATE ANCHOR SCHEDULE ANCHOR EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE SPACING SPACING SPEC. DEPTH DISTANCE ½"¢ EPOXY 42" 24" 3x3x0.229" 4" 2¾" ½"¢x6" TITEN HD 42" 24" 3x3x0.229" 4½" 2¾" NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"X)f PLATE WASHER, A 3"X3"X 1/8 " W/ 1½"¢ ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR □ET AIL & SCHEDULE SCALE: 3/4" = 1'-0" 03.02.21 Christopher J Sabourin FL PE#7!461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH. FL32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME BORBA RESIDENCE SSE No. 21-0094 ISSUE PERMIT REVISIONS DATE 03.02.21 DATE ....J LL FIELD ALTERATION CONTRACTOR. SHALL CONTACT SABO STRUCTURAL ENGINEERING PRIOR TO MAKING ANY STRUCTURAL FIELD MODJFICATlONS WHJCH MAY VARY FROM THE JNTENTOF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENG!Nf.ER!NG OR INSPECTION HES. SCALING DO NOT SCALE DIMENSIONS FROM rHESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FRAMING DETAILS & SECTIONS SHEET S2.0 SHEET 3 OF 3 2 / 1 6 / 2 0 2 1 8 : 5 5 : 2 0 A M 21.02.09BORBA RESIDENCE SARGO ROAD ATLANTIC BEACH, FLORIDA REVIEW SET -21.02.15ARCHITECTdig ARCHITECTURE LLC 13500 SUTTON PARK DR. SOUTH, SUITE 301 JACKSONVILLE, FL 32224 904 -553 -2698 www.dig -architecture.com DR A W I N G N O T E S : DR A W I N G S A R E N O T T O B E S C A L E D F O R I N F O R M A T I O N . AL L E X T E R I O R W A L L S A R E 2 x 6 . AL L I N T E R I O R W A L L S A R E 2 x 4 E X C E P T A S N O T E D . AL L W A L L T H I C K N E S S E S A R E A C T U A L 2 x 4 = 3 - 1 / 2 " , 2 x 6 = 5 - 1 / 2 " , 2 x 8 = 7- 1 / 4 " , E T C . TH E S I Z E A N D Q U A N T I T Y O F A L L E X T E R I O R S T E P S A R E T O B E F I E L D DE T E R M I N E D B Y O T H E R S . AL L P L A T E A N D C E I L I N G H E I G H T S A R E T A K E N F R O M ( T O P O F ) H O U S E SL A B / B L O C K . AL L A N G L E S A R E 4 5 ° U N L E S S O T H E R W I S E N O T E D . NO T E D D I M E N S I O N S T A K E P R E C E D E N C E O V E R S C A L E D D I M E N S I O N S . AL L D I M E N S I O N S A R E T O F A C E O F B L O C K O R S T U D W A L L . AL L W O O D I N C O N T A C T W I T H M A S O N R Y , C O N C R E T E O R E A R T H S H A L L BE P R E S S U R E T R E A T E D A P P R O P R I A T E L Y F O R T H E C O N D I T I O N . H = H A Z A R D O U S G L A S S L O C A T I O N S . VE R I F Y T H E K I T C H E N A N D V A N I T Y L A Y O U T S W I T H T H E D E T A I L S D O N E BY O T H E R S . CE I L I N G H E I G H T S A R E D I M E N S I O N E D I N R E L A T I O N S H I P T O T H E FI N I S H E D F L O O R A N D / O R D E C K . 1.2.3.4.5.6.7.8.9.10 . 11 . 12 . 13 . X. X X X EX T E R I O R E L E V A T I O N I D E N T I F I C A T I O N W A L L S E C T I O N I D E N T I F I C A T I O N X. X X X TY P I C A L D E T A I L D E S I G N A T I O N RO O M N U M B E R I D E N T I F I C A T I O N X. X X X DE T A I L N U M B E R SH E E T W H E R E DE T A I L I S S H O W N DO O R N U M B E R I D E N T I F I C A T I O N W I N D O W N U M B E R I D E N T I F I C A T I O N X CE I L I N G H E I G H T I D E N T I F I C A T I O N W A L L T Y P E I D E N T I F I C A T I O N X. X X X IN T E R I O R E L E V A T I O N I D E N T I F I C A T I O N 10 0 MA T E R I A L X' -X" A F F A 10 0 RO O M SY M B O L L E G E N D LO C A T I O N M A P ATTACHMENTS NOT INCLUDED:LEGAL SURVEY TRUSS ENGINEERING FLORIDA ENERGY SHEETS1.2. 3. PR O J E C T L O C A T I O N IT I S I N T E N D E D T H A T T H E S E D R A W I N G S A R E P R E P A R E D F O R B U I L D I N G S T H A T W I L L C O N F O R M T O TH E 2 0 2 0 F L O R I D A B U I L D I N G C O D E , R E S I D E N T I A L . TH E M A X I M U M A L L O W A B L E N U M B E R O F S T O R I E S A N D H E I G H T P E R L O C A L ZO N I N G O R D I N A N C E S A N D P E R T H E 2 0 1 4 F L O R I D A B U I L D I N G C O D E , RE S I D E N T I A L , A R E A S F O L L O W S : A. M A X . N O . O F S T O R I E S = ( 3 ) B. M A X . H E I G H T = 3 5 ' F R O M G R A D E TH E B U I L D I N G C O N T R A C T O R I S R E S P O N S I B L E F O R C O M P L I A N C E T O T H E CO D E R E G U A R D L E S S O F A N Y M I S S I N G O R I N C O M P L E T E D E T A I L S O R N O T E S . TH E B U I L D I N G C O N T R A C T O R A N D H I S S U B C O N T R A C T O R S S H A L L C O N F O R M TO A N Y L O C A L O R D I N A N C E S A N D S H A L L V E R I F Y A L L D I M E N S I O N S , M A T E R I A L S , AN D C O N D I T I O N S A N D S H A L L N O T I F Y T H E A R C H I T E C T O F A N Y D I S C R E P A N C I E S PR I O R T O P R O C E E D I N G W I T H H I S W O R K . VE R I F Y A L L F I E L D C O N D I T I O N S A N D N O T I F Y A R C H I T E C T O F A N Y DI S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H W O R K . MA I N T A I N A C U R R E N T A N D C O M P L E T E S E T O F C O N T R A C T D O C U M E N T S A T TH E J O B S I T E . TH E E L E C T R I C A L F L O O R P L A N I S I N T E N D E D T O O N L Y S U G G E S T L O C A T I O N S FO R F I X T U R E S , O U T L E T S , A N D S W I T C H E S . E L E C T R I C A L , M E C H A N I C A L , PL U M B I N G , A N D O T H E R B U I L D I N G S Y S T E M S , I F A N Y , A R E T O B E D E S I G N E D , EN G I N E E R E D A N D A R E T H E S O L E R E S P O N S I B I L I T Y O F O T H E R S . AL L I N T E R I O R A N D E X T E R I O R F L O O R & S T E P F I N I S H E S S H A L L H A V E A N O N - SL I P F I N I S H T O M E E T A S T M C 1 0 2 8 S T A T I C C O E F F I C I E N T O F F R I C T I O N M I N . O F 0. 6 . ER E C T A N D M A I N T A I N , A S R E Q U I R E D B Y E X I S T I N G F I E L D C O N D I T I O N S , TH R O U G H O U T T H E E N T I R E P O R T I O N O F T H E W O R K , A L L S A F E G U A R D S A N D BA R R I C A D E S F O R S A F E T Y I N C L U D I N G P O S T I N G W A R N I N G S I G N S , E N F O R C I N G SA F E T Y R E G U L A T I O N S A N D P R O T E C T I O N O F P R O P E R T Y . CH E C K A L L C E I L I N G H E I G H T S A N D P O S S I B L E C E I L I N G P L E N U M C O N D I T I O N S FO R C L E A R A N C E O F D U C T - W O R K A N D A L L O T H E R C O N S T R A I N T S T O A S S U R E TH E L O C A T I O N O F T H E L I G H T F I X T U R E S A S S H O W N O N T H E L I G H T I N G P L A N . AN Y D I S C R E P A N C I E S S H A L L B E B R O U G H T T O T H E A T T E N T I O N O F T H E AR C H I T E C T I N W R I T I N G B E F O R E P R O C E E D I N G W I T H T H E W O R K . CO N T R A C T O R T O P O S T A N D M A I N T A I N S I G N A G E F O R B I D D I N G T H E U S E O F NI C O T I N E P R O D U C T S T H R O U G O U T A L L P H A S E S O F C O N S T R U C T I O N . NI C O T I N E P R O D U C T S A R E N O T T O B E A L L O W E D W I T H I N T H E P E R I M E T E R O F TH E B U I L D I N G F O O T P R I N T . GE N E R A L C O N S T R U C T I O N N O T E S : BU I L D I N G C O D E S U M M A R Y GE N E R A L N O T E S 1.2. 3. 4. 5. 6.7. 8.9.10 . 11 . TY P E V B U N - P R O T E C T E D OC C U P A N C Y C L A S S - G R O U P R - 3 TH E 2 0 2 0 F L O R I D A B U I L D I N G C O D E , R E S I D E N T I A L : DRAWING INDEX SHEET NO.SHEET NAME REVISION 1 REVISION 2 REVISION 3 001 INDEX ARCHITECTURAL A202 SITE PLAN AND FIRST FLOOR PLAN A203 FLOOR PLANS BUILD :NOT FOR PRERMITTING AND / OR CONSTRUCTIONSCHEMTIC:BID :REVISIONSPERMIT: 2 / 1 6 / 2 0 2 1 8 : 5 5 : 2 0 A M 21.02.09 BORBA RESIDENCE INDEX21.02.15 -SARGO ROAD ATLANTIC BEACH, FLORIDA 001-- 0 c: : : : J C J 0 ? 0 LJ • □ □ ■ ~--~□ -- • EX I S T I N G R E S I D E N C E NO W O R K GU E S T B A T H 10 1 EX I S T I N G R E S I D E N C E 10 1 1 1 ' - 1 3 / 4 " 3 ' - 7 " 11 ' - 0 " 5 ' - 2 1 / 4 " 9 ' - 6 1 / 2 " 10 0 A 10 0 B A GU E S T B E D R O O M 10 0 1 4 ' - 8 3 / 4 " 5 ' - 0 " 6 ' - 1 3 / 4 " 3 ' - 7 " 5 ' - 2 1 / 4 " 2 ' - 0 1 / 2 " 7 ' - 6 " 1 4 ' - 8 3 / 4 " SA R G O R O A D EXISTING DRIVE5' REAR YARD SETBACK 20' REAR YARD SETBACK 25' FRONT YARD SETBACK 7 . 5 ' S I D E Y A R D S E T B A C K 7.5' SIDE YARD SETBACK EX I S T I N G R E S I D E N C E EX I S T I N G CO V E R E D PA T I O LO T C O V E R A G E C A L C U L A T I O N S 7,500 SF 1,564SF 38 SF 332 SF 263 SF 5,303SF 5,303SF 2,197 SF LO T EX I S T I N G H O U S E PR O P O S E D A D D I T I O N T O C O V E R E D P A T I O EX I S T I N G C O V E R E D P A T I O EX I T I N G D R I V E GR E E N S P A C E PE R V I O U S IM P E R V I O U S 100%20.9%0.5%4.4%3.5% 70.7%70.7%29.3% PR O P O S E D R E S I D E N C E BUILD :NOT FOR PRERMITTING AND / OR CONSTRUCTIONSCHEMTIC:BID :REVISIONSPERMIT: 2 / 1 6 / 2 0 2 1 8 : 5 5 : 2 1 A M 21.02.09 BORBA RESIDENCE SITE PLAN AND FIRST FLOOR PLAN21.02.15 -SARGO ROAD ATLANTIC BEACH, FLORIDA A202-- DO O R S C H E D U L E - F I R S T F L O O R DO O R N O . T Y P E M F G . S T Y L E F I N I S H C O M M E N T S 10 0 A 2 ' - 8 " x 6 ' - 8 " T B D T B D P A I N T E N T R Y D O O R 10 0 B 3 ' - 0 " X 6 ' - 8 " T B D T B D P A I N T B A R N D O O R 10 1 2 ' - 6 " x 6 ' - 8 " T B D T B D P A I N T WI N D O W S C H E D U L E WI N D O W S I Z E HE A D HE I G H T TY P E CO M M E N T S A 3 ' - 0 " x 5 ' - 0 " 6 ' - 6 " S I N G L E H U N G E M E R G E N C Y E G R E S S 1/ 4 " = 1 ' - 0 " A2 0 2 2 FL O O R P L A N - F I R S T F L O O R 1/ 8 " = 1 ' - 0 " A2 0 2 1 SI T E P L A N 0 C ) C ) ~ -- ~~- - - - - - - - - - ~ - - - - - ~ ~ - - = ~ - - - - - - - - - - - - - - ----------7 I I ----- L 1 I I I I I I I I I I I I I I I L □ □ ■ □ G F I GF I 220WPGFI 3 DTVT4 EX I S T I N G C O V E R E D P A T I O SL O P E SL O P E : 2" / 1 2 " 6 " 6" 6" EX I S T I N G C O V E R E D P A T I O SL O P E 4" CONCRETE, REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION ON CONT. VAPOR BARRIER OVER TREATED AND COMPACTED FILL 3 ' - 6 " 11 ' - 0 " EX I S T I N G S L A B C O V E R E D P A T I O 3 ' - 3 " 4' - 1 " T S S 3' - 7 " 6' - 11 1/2" 2 ' - 9 " 2 ' - 9 " 1 ' - 7 1 / 4 " 5' - 2 1/4"9' - 6" 3 ' - 7 " 1 ' - 7 1 / 2 " 9 ' - 6 1 / 4 " 4' - 0 1 / 2 " 6' - 11 1/2" A 100A 101 10 0 B 9 ' - 8 3 / 4 " 7' - 2 3/4"7' - 6" 11 ' - 0 " 6 A203 C A AA B A A 1 0 ' - 3 " RE W I R E E X I S T I N G LI G H T N I N G ELECTRICAL NOTES24"X48" FLUORESCENT FIXTUREPRE-WIRE AND BRACE FOR CEILING FAN W/ LIGHTPULL CHAINWALL MTD. LIGHT AT 72" A.F.F.PENDANT LIGHT FIXTURE UNDER CABINET LITES 12"X48" FLUORESCENT FIXTURE110 V. FLR. MTD. DUPLEX DIMMER SWITCH AT 42" 4 -WAY SWITCH AT 42" A.F.F.3 -WAY SWITCH AT 42" A.F.F.SWITCH AT 42" A.F.F.SURFACE MTD. CEILING PRE -WIRE AND BRACE FOR CEILING FANPUSH DOOR FLOOD HOLLYWOOD A/C THERMOSTATELEVISION JACKTELEPHONE ELECTRICAL METERELECTRICAL PANELELECTRICAL LEGEND 220 V. OUTLET110 V. DUPLEX 1/2 SWITCH DUPLEX OUTLET 110 V. G.F.I. DUPLEX WEATHER PROOF (SEE NOTE RECESS (EYEBALL) RECESS LIGHTING SMOKE EXHAUST FAN WITH LIGHTCEILING MTD. EXHAUST E.B.SD T PFP FAN/ LIGHT LOCATE ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS, SMOKE DETECTORS, FANS, AND EXHAUST FANS PER ELECTRICAL/ BUILDING CODES. VERIFY WITH BUILDER ANY SPECIAL HOOK -UPS. (RANGE HOODS, FIREPLACE FANS, LANDSCAPE LITES, SPRINKLER SYSTEM, SECURITY SYSTEM, INTERCOM SYSTEM, VACUUM SYSTEM, SWIMMING POOL, PUMPS, ETC.) INSTALL WATER/VAPOR PROOF FIXTURES IN SHOWERS AND OVER TUBS AS REQUIRED.1. 2. 3.GENERAL ELECTRICAL NOTES ELECTRICAL SERVICE IS LESS THAN 600 AMPS. CALCULATION TO BE PROVIDED BY ELECTRICIAN.PROVIDE SMOKE DETECTORS PER NFPA72 A -81.2.1. 2.CONTRACTOR ELECTRICAL NOTES SPECIFICATIONS, PRICE SUMMARY AND CHANGE ORDERS SUPERSEDE THIS ELECTRICAL PLAN.THE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRICAL PERMIT. FIXTURE, SWITCH AND RECEPTACLE LOCATIONS SHOWN MAY VARY DUE TO FRAMING, MECHANICAL CONFLICTS, SITE CONDITIONS OR LOCAL BUILDING CODE REQUIREMENTS.THE PURCHASER WILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT MANAGER DURING CONSTRUCTION. THIS WALK THROUGH WILL IDENTIFY THE PREDETERMINED LOCATION OF RECEPTACLES BY THE ELECTRICIANS FOLLOWING LOCAL BUILDING CODES. AT THIS TIME, SELECTIVE LIGHT FIXTURES, PHONE AND TV JACKS WILL BE DETERMINED BY THE PURCHASER AS TO THE PREFERRED LOCATIONS.1. 2.3. FI R S T F L O O R 0" GR A D E -6" (2 ) 2 " x 6 " # 2 T O P P L A T E 1/ 2 " G . W . B . 2x 6 W O O D S T U D S 2" x 6 " P . T . B O T T O M P L A T E 4" C O N C R E T E S L A B , R E F E R TO S T R U C T U R A L D R A W I N G S FO R M O R E I N F O R M A T I O N 6 M I L V A P O R B A R R I E R O V E R TR E A T E D & C O M P A C T E D F I L L CE M E N T I T I O U S B O A R D A N D BA T T E N S I D I N G ( P R I M E A N D PA I N T ) 1/ 2 " S H E A T H I N G CO N C R E T E F O O T I N G , R E F E R TO S T R U C T U R A L D R A W I N G S FO R M O R E I N F O R M A T I O N OP E N C E L L S P R A Y F O A M IN S U L A T I O N , F I L L C A V I T Y RO O F R A F T E R , S E E ST R U C T U R A L F O R MO R E I N F O R M A T I O N AR C H I T E C T U R A L S H I N G L E ON P L Y W O O D S H E A T H I N G 1/ 2 " P L Y W O O D G. W . B C E I L I N G ME T A L D R I P E D G E FA S C I A BUILD :NOT FOR PRERMITTING AND / OR CONSTRUCTIONSCHEMTIC:BID :REVISIONSPERMIT: 2 / 1 6 / 2 0 2 1 8 : 5 5 : 2 2 A M 21.02.09 BORBA RESIDENCE FLOOR PLANS21.02.15 -SARGO ROAD ATLANTIC BEACH, FLORIDA A203-- 1/ 2 " = 1 ' - 0 " A2 0 3 5 RO O F P L A N 1/ 2 " = 1 ' - 0 " A2 0 3 4 FO U N D A T I O N P L A N 1/ 2 " = 1 ' - 0 " A2 0 3 1 FL O O R P L A N - E N L A R G E D 1/ 2 " = 1 ' - 0 " A2 0 3 2 CE I L I N G P L A N - F I R S T F L O O R 1/ 2 " = 1 ' - 0 " A2 0 3 3 EL E C T R I C A L P L A N - F I R S T F L O O R LI G H T I N G F I X T U R E S C H E D U L E - I N T E R I O R FI X T U R E F I X T U R E T Y P E M O U N T MO U N T I N G HE I G H T CO U N T A 4 " C A N L I G H T 5 B C E I L I N G F A N I N T E R I O R 1 C S C O N C E WA L L T B D 1 WI N D O W S C H E D U L E WI N D O W S I Z E HE A D HE I G H T TY P E COMMENTS A 3 ' - 0 " x 5 ' - 0 " 6 ' - 6 " S I N G L E H U N G E M E R G E N C Y E G R E S S DO O R S C H E D U L E - F I R S T F L O O R DO O R N O . T Y P E M F G . S T Y L E F I N I S H C O M M E N T S 10 0 A 2 ' - 8 " x 6 ' - 8 " T B D T B D P A I N T E N T R Y D O O R 10 0 B 3 ' - 0 " X 6 ' - 8 " T B D T B D P A I N T B A R N D O O R 10 1 2 ' - 6 " x 6 ' - 8 " T B D T B D P A I N T 1/ 2 " = 1 ' - 0 " A2 0 3 6 W A L L S E C T I O N 0 1 f I I 1 _ l p. - t _ _JJ J I ' - I - - - - - - - , - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _J I I I I H - - - - - , - -; : : : : = = = = = : ; " " I " ' - - - - , ~. - I 1 ~ - - - ~ I I I - (f f D - - - - - - - -~ □ - 1 I I I I ff i - a I I ~= = = = = = = = = = = : : J I - I J : j - - - - - - - - =e - - 1 D 1 D I I I I I I ~ - - $ - - - - - - - - - ~ i 0 -( o ~ • • • .. . . -- • ~ r C JI - I " • I / . ' I ~ ' I , -, ' . -.. . ,- _,, - ' -, '- ' ". ' .' ' - " CJ ~ ~ . \ " ' CJ w . ' ' I \ :, 1' \ ) ,· .·:' \: ', ·• ·, '·. , - '' / ••'.,~, " ' ', " ' -" ,' ', -'.' : . ' ' ,_ --" · ~ ' ' - ' ' . ' I / : ' ' .~ i1v- - ' . - ~ - - - - - - - ~ (' V qjl f qjl qjl qjl • ~ ~ ~ ~ ◊ -(;)-◊ ' -< )-\ II II D ' ,, ' ~ -• ----• : ' ,, I, • □ □ ■ □ 0 0 [Z] l!0 0 l l □ ~ ---i:;;, --i;:::r 4P 8 Io o o I G G L + ' fl 01 FIRST FLOOR 0"GRADE -6"PLATE -FIRST FLOOR 8' -1"PLATE -PATIO 10' -0"TOP OF PATIO 11' -1" 01 FI R S T F L O O R 0" GR A D E -6" PL A T E - FI R S T F L O O R 8' - 1" PL A T E - PA T I O 10 ' - 0" 01 TO P O F P A T I O 11 ' - 1" 10 0 A FIRST FLOOR 0"GRADE -6"PLATE -FIRST FLOOR 8' -1"PLATE -PATIO 10' -0"EXISTING HOUSETOP OF PATIO 11' -1" EX I S T I N G H O U S E 01 A 45 ° C U T AL L F L A S H I N G S H A L L B E S E L F A D H E R I N G A N D R O L L E D F L A T A N D S M O O T H WI N D O W S A N D F L A S H I N G S H A L L B E I N S T A L L E D I N A C C O R D A N C E W I T H F B C -R7 0 3 . 8 A N D A M M A 7 1 1 , 1 0 0 , 2 0 0 A N D 2 5 0 EX T E R I O R W I N D O W F L A S H I N G D E T A I L S - W O O D 9 " 9" 6 " 6"2"2" 1 / 2 " 1 " 1" 1" 2" FO L D T H E B O T T O M A N D S I D E FL A P S O V E R A N D B E H I N D T H E IN T E R I O R S I D E O F T H E F R A M I N G . CU T H O U S E WR A P I N T O MO D I F I E D " i " P A T T E R N . CU T H O U S E W R A P AN D F O L D I N T O OP E N I N G A T J A M B S . TA P E T O P F L A P U P TE M P O R A R I L Y . CU T S I L L F L A S H I N G T H E L E N G T H OF T H E S I L L A N D U P T H E J A M B S 6" T O F O R M A N E N D D A M . THE FLASHING SILL PAN SYSTEM SHALL COVER THE SILL TO AT LEAST THE DEPTH OF THE WINDOW PLUS 2" ONTO THE FACE OF THE HOUSE WRAP DRAINAGE PLANE. RU N A C O N T . B E A D O F S E A L A N T O N TH E B A C K S U R F A C E ( I N T . F A C E ) O F TH E M O U N T I N G F L A N G E O F T H E W I N D O W A T T H E H E A D A N D B O T H JA M B S . A P P L Y S E A L A N T I N L I N E W I T H AN Y P R E -PU N C H E D H O L E S O R S L O T S IN T H E M O U N T I N G F L A N G E . CO N N E C T T H E B E A D O F S E A L A N T AC R O S S A N Y J O I N E R Y O N T H E W I N D O W F R A M E A T A L L F O U R CO R N E R S . A P P L Y A D I S C O N T I N U O U S BE A D O F S E A L A N T O N T H E I N T . SU R F A C E O F T H E M O U N T I N G F L A N G E AT T H E S I L L . T H E B E A D O F S E A L A N T SH A L L H A V E A M I N I M U M O F T W O 2 " VO I D S N E A R T H E E N D S A L L O W I N G AN Y L I Q U I D T H A T H A S E N T E R E D T H E W I N D O W O P E N I N G T O E X I T . FA S T E N T H E W I N D O W P E R I M E T E R SE C U R E L Y I N T O P O S I T I O N AC C O R D I N G TO T H E M A N U F A C T U R E R S IN S T R U C T I O N S . AP P L Y F L A S H I N G O V E R T H E M O U N T I N G FL A N G E S O F T H E W I N D O W A T B O T H JA M B S . T H E S E L F -AD H E R I N G F L A S H I N G SH A L L B E A M I N I M U M O F 4 " I N W I D T H AN D E X T E N D 1 " B E L O W T H E B O T T O M O F TH E S I L L F L A S H I N G A N D 1 / 2 " B E L O W W H E R E T H E T O P E D G E O F T H E H E A D FL A S H I N G W I L L B E I N S T A L L E D . AP P L Y H E A D F L A S H I N G EX T E N D I N G 1 " B E Y O N D T H E OU T S I D E E D G E O F O F T H E FL A S H I N G A T T H E J A M B S . RE L E A S E F L A P O F H O U S E W R A P O V E R T H E H E A D FL A S H I N G A N D C O V E R DI A G O N A L C U T I N H O U S E W R A P WI T H T A P E 2 " L O N G E R T H A N CU T . INSTALL SHIMS AS NEEDED TO MAINTAIN A MINIMUM OF 1/4" SPACING AROUND WINDOW FRAME. INSTALL BACKER ROD AS NEEDED TO AIR SEAL AROUND FRAME. USE SEALANT TO CREATE A BACK DAM TO DIRECT LIQUID TO THE OUTSIDE OF THE WINDOW AT THE SILL FLANGE. INSTALL SEALANT AROUND THE INTERIOR PERIMETER TO COMPLETE THE INSTALLATION. 45 ° C U T AL L F L A S H I N G S H A L L B E S E L F A D H E R I N G A N D R O L L E D F L A T A N D S M O O T H EX T E R I O R D O O R F L A S H I N G 9 " 9" 8 1 / 2 " 10 " 2" CU T H O U S E W R A P AN D F O L D I N T O OP E N I N G S A T JA M B S TA P E T O P F L A P U P TE M P O R A R I L Y IN S T A L L D O O R S I L L S E A L N A T A T TH R E S H O L D P E R M F G ' S RE Q U I R E M E N T S , I N S T A L L D O O R PL U M B A N D S Q U A R E AP P L Y J A M B F L A S H I N G T O B O T H SI D E S O F D O O R , D O O R F R A M E A N D HO U S E W R A P E X T E N D I N G 8 1 / 2 " AB O V E D O O R H E A D AP P L Y H E A D F L A S H I N G EX T E N D I N G 1 0 " B E Y O N D BO T H D O O R J A M B S RE L E A S E T O P F L A P A N D C O V E R DI A G O N A L C U T I N H O U S E W R A P WI T H T A P E 2 " L O N G E R T H A N C U T 6 " 3 ' - 0 " FI N I S H E D F L O O R T O P O F S P L A S H 3 ' - 8 " T O P O F C O U N T E R 3 ' - 0 " 3 ' - 3 1 / 4 " 8 " 1 0 " EL E C T R I C A L DE V I C E S , TH E R M O S T A T S , E T C . SH O W E R CO N T R O L TO W E L BA R B O T T O M O F R O U G H I N B O X C O F A L L D E V I C E S L 4 " C E N T E R O F R O U G H I N B O X FI N I S H E D F L O O R BUILD :NOT FOR PRERMITTING AND / OR CONSTRUCTIONSCHEMTIC:BID :REVISIONSPERMIT: 2 / 1 6 / 2 0 2 1 8 : 5 5 : 2 4 A M 21.02.09 BORBA RESIDENCE BUILDING ELEVATIONS21.02.15 -SARGO ROAD ATLANTIC BEACH, FLORIDA A301-- 1/ 4 " = 1 ' - 0 " A3 0 1 2 FR O N T E L E V A T I O N 1/ 4 " = 1 ' - 0 " A3 0 1 1 RE A R E L E V A T I O N 1/ 4 " = 1 ' - 0 " A3 0 1 3 EA S T E L E V A T I O N 1/ 4 " = 1 ' - 0 " A3 0 1 4 W E S T E L E V A T I O N ELEVATION LEGEND NUMBER DESCRIPTION 01 H A R D I E B O A R D A N D B A T T E N A301BPERSPECTIVE1 A301APERSPECTIVE2 1/ 2 " = 1 ' - 0 " A3 0 1 5 TY P I C A L M O U N T I N G H E I G H T D I A G R A M / ' ··· · • • · ~ / / ~ / □□ C I I I DD I I I I l DD ' ' - - - - - - □□ □□ DD DD DD DD - " ' -- - - - ' is - I I I I I I I I I I - - - -m a - j_ - ® 8 - - ~ 1 - - - - - - < s > - . - i - -' I . - - == = = = = = t - ~ - - - - __ W _ - - - I / I , " ( ; - - - - \ ' ' \ ' - - - -- - - [ ] ] 'k ; - ~ - - ' ~ - - ~ - \ \ \ \ \ ~ [C J \ \ \ ' " - - l - - -> - - ~ - ~ - - - - - - - - ~ ' ' I ~ ' ' I v ' ' □ ~ - - ,_ _ I ' / ' / 7 I I I I I I I ) " " ' " ' " V . ,, / ,- _ . -- ' '" ~ _ , , , . _ ... . _--~ □ □ □ ., ~ II ~ -ll F . ... " / / / v " ' I I - r -. ' I I rr ' 'I '" i Ir I, , v- - V □ ~ I u - -> , I -- I - - .. 1 , 1 , I ' - I I P 1 ~ " I ' - ,, ~~ - -I '~ ,7 - · -I I 11 □ ,.. . , -~ -~ -~ ~ --~ I ~ I I □ □ ■ □