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751 Sailfish Dr RES21-0357 One DoorOWNER:ADDRESS:CITY:STATE:ZIP: SAILFISH DR FAMILY TRUST C/O MICHAEL MANGANI ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171235 0000 ROYAL PALMS UNIT 01 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 751 SAILFISH DR RESIDENTIAL WINDOWS/DOORS ONE DOOR $1558.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $60.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $30.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 12/6/2021 PERMIT NUMBER RES21-0357 ISSUED: 12/6/2021 EXPIRES: 6/4/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $94.00 2 of 2Issued Date: 12/6/2021 PERMIT NUMBER RES21-0357 ISSUED: 12/6/2021 EXPIRES: 6/4/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $64.00 RES21-0357 Address: 751 SAILFISH DR APN: 171235 0000 $64.00 BUILDING $60.00 BUILDING PERMIT 455-0000-322-1000 0 $60.00 STATE SURCHARGES $4.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R18196 $64.00 Printed: Monday, December 6, 2021 11:51 AM Date Paid: Monday, December 06, 2021 Paid By: SAILFISH DR FAMILY TRUST Pay Method: CREDIT CARD 556154617 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R18196 ~+; 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 Building Permit Application City of Atlantic Beach Building Department 800 Seminole Road , Atlantic Beach, FL 32233 Updated 10/9/18 Phone: (904) 247 -5826 Email: Building-Dept@coab.us **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Job Add ress: ·-r-s ( JO~\ f 5H Oil, J ~P.d ~,;;:FL t>~u/J ,Z,??1 Pe r m it Number : R E-S z t -035 7 Leg al Descri ption '30 -C.o 1 ;-q -'J..5-;).jE' l!dfc-(@,/,.,.{) V(",,~1,1. (o,:J-'? fl:JX P RE# [~ / z33-z,D.::o Valuation of Work (Rep lacement Cost) $ /)5S. 2 s,.. Heated/Cooled SF -Non -Heated/Cooled ____ _ • Class of Wo rk: □N ew □Addition □Al teration □Repair □Move □D emo □Poo l B!Window/Doo r • Use of existing/propose d structure(s): □Co mmercial ,:gResidential • If an existing structure, is a fire sprinkler system installe d ?: □Yes □No • Will tree s b e rem oved in ass ociation w ith ro must submit se arate Tree Re moval Permit ~o Des cr ib e in detail th e typ e of work to be p erformed : Property Owner Information Name /Ill ,·d-/Nl { f\Aa; o:='0~ Address 7'5/ .1.·, / & Win... City A--\( .... "'-c,~c.J-l State----'Fi---'-(_Zip 3-Z.2.3 5 Phone 9or&3 9J 7o E-M a i I C--A. 0 et;;y, e_<:::,@J-(o--t Wlc, ~ l • ~ Owner or Agent (If Agent, Power of Attorney or Agency Letter Re q uired) ___________________ _ Contractor Information Nam e of Co m pany ___ Q_(A...n£ __ YL~· ___________ Qualifying Age nt _______________ _ Add ress Cit y ________ State '--__ Zip'------- Offic e Pho ne Job Site Co ntact Numb er _______________ _ State Cert ificati o n/R egistrati o n# ________ E-Mai l _____________________ __; Arc h itect Name & Ph one# _________________________________ _ Eng i neer's Name & Pho ne# Workers Compensati o n lnsu;:::re:;r~~~~~~~~~~~~~~~~~~~~==-==-~=:==-~~~-=-~O;;;R-;:E:-:;-x:em=pt~o~~Ex;-::p:ir:at~io:n~D~a::-;t:e--:======.:-----.- Application is hereby made to obtain a permit t o do the work and installations as ind icated . I certify that no wo rk o r installation has commenced pri or to the issuance of a permit and that all work wi l l be performed t o meet the standards of all the la ws regulating construction in this jurisdiction . I understand t hat a separate permit mu st be secured for ELECT RI CAL WO RK, PLUMB ING, SIGNS , W ELL S, POOLS, FU RNA CES, BOI LERS, HEATERS, TA NKS, and AIR CON DITIO NERS, et c. NOTICE: In addit ion to the requirements of thi s permit, there may be additional restrictions app li ca bl e to thi s property tha t may be found in the public rec ords of this county, and there may be additional permits required from other governmenta l en t ities suc h as water m anagemen t di stricts, state agencies, o federal agencies. OW NER'S AFFIDAVIT : I certify that all the foreg oing information is accurate and that all work will be done in co mpliance with all ap p licable laws regulating con st ruction 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 RECOR ~OUR NOTICE OF COMMENCEMEN,_T_. -=_-=_=_-=_-=_-=_-=_ _________ _ (S ignature of Owner or Agent) Signed and sworn to (or affir Ol;G -. 2021 . [ ] Personally Know n OR [4roduced Identificat ion Ty pe of Identification: (Signature of Notary) (Signature of Contractor) Signe d and sw o rn to (or affirmed) before me this __ day of ----~---~by __________ _ (Signature of Notary) Owner Builder Affidavit City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904} 247 -5826 Email: Building-Dept@coab .us **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. PERMIT#: ______ _ I. FLORIDA STATUTES; CHAPTER 489 , FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING " REQUIRES OWNER/ BUILDER TO ACKNOWLEDGE THE LAW : DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES : STATE LAW REQUIRES CO NSTRUCTION TO BE DONE BY LICENSED CONTRACTORS . YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW . THE EXEMPTION ALLOWS YOU , AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE . YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROV E A ONE OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING . YOU MAY ALSO BUILD OR IMPROV E A CO MMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CO NSTRUCTION IS COMPLETE , THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE , WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONI NG REGULATIONS . IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNER S MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE , THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED .. Ill. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO . 455 -228(1). AN "OCCUPATIONAL LICENSE " IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY " OR THE FLORIDA "C ONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT (904- 247 -5826 OR BUILDING -DEPT @COAB .US ) IF IN DOUBT . V . ACKNOWLEDGEMENT; I HER EBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I CO MPLY WITH ALL THE REQUIREMENTS FOR THE ISS UAN CE OF AN OWNER -BUILDER PERMIT. Job Address : %\ ~(lf;Sf-1 D'2 A-l/cir-.1 ,C--fuc-cMW '522 33 Owner Nam e: /\4; CJ./c, o ( J-f focz_'.n:e._s:-,, M Cw-~,' Phone Number: 9$@:lJ'J .2 "9o Marnng Addre ss, 75 l Sc., lf\5 ,-/ ~ Citv , f'rl /r;,,1, r i&I-I State, fl Zip , '3 Z? 3 3 Notarized Signature of Owner_-~"'---'------------------------------ The fore~oin__g instrument was acknowledged before me this ~day of DEL -, 20..2.L in the State of Florida, County of D\JY8L Signature of Notary Public ~ .,., .. :;;:••,.. CHRISTIAN GILES t/!!'J;.i;~ MY COMMISSION# HH 117153 ~~--J~\;,/.;rf EXPIR6S: April 13, 2025 ---~~f"i,•;,~~1_.-Bonded ThN Notary Publicl/nderMil&rt .......... [ ] Personally Known OR [ "{P roduced Identificatio n Type of Identification : __,_F_L_. __,_D_---=L=----______________ _ Updated 10/24/18 CAD Drawing Quote# SQFJW000698_1 Millwork Sates Orlando 1925 Park Oaks Ave Orlando , FL 32808 R.{)GJ.).f. \ALLEY jJOOr Entered By: Frank Seibert fra~ks@msifamily .com ___ 1_0_12_s_,2_0_21_ -==========~--jooor Info Thickness 1-3/4 Pattern 4626 Species OF Width 3/0 Height 6/8 Stile 5-1/2 Sticking Mod Ovolo Sticking Top Rail 4 9/16 Bottom Rail 9 1/8 Glass Type IG Panel Type 1-3/8 HRP Rogue Premium !Additional Details Door Model -4621 6-LT, Glass Thickness 5/8", Bar Profile 1 3/8" TDL, Stile and Rail Dimensions Includes 1 /2" Sticking Width , Standard Lead-Time 1 ■1 ■11111111nu ■11 MWSALESO ----36 " ------ 6" __ _ 9 16" 1 3/f>J' 51/2" ..{__.__.__,__ _____ ___.___, ,_____,9 ~~ ~s:: ~ P-771412-1 All images are interior view Est Weight: 92 Our Valued Customer Page 2 of 2 Fl orida Building Code Online Page 1 of3 ... . . :··;:, . . ·,.. • > JJi.Qtl!'QJ\ C£PAA'Ttt'"6t.(f pr. . : ·: .·.,' : ,.': :.,~ Business & Professional Regulatio·ij / ' . -' '. .·, ' " _., ~ ··: . . ' ,. , ·, . .... . · ·.::-:: .. .'·L.:;·x .... :~ Flonda Dep.3rtment~ BCIS Home I LoQ In User Registration Hot Topics I Submit Surcharge Stats ll Facts Publications FBC Staff BCJS SIie Map Unks Search [ Busines~ Professibnal Regulation • El,IE'lGEtJC'I , M~A.OE.ME..'iT t •.);FICE c,r-TliE SEC!IETPR'I • Product Approval USUI: Public User Product Approv•I Neou > Prpduct or Appt1cat10n SCocdJ > Appllcatton Ust > App11cat1on Detall Fl# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Ema II Quality Assurance Representative Address/Phone/Email category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL13137 New 2007 Approved Rogue Valley Door 123 NE Beacon Drive Grants Pass, OR 97526 (541) 479-5354 Ext 117 ry@rvsdoor.com Vivian Wright rlckw@rwbldgconsultants .com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .; Evaluation Report -Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2015 Ryan J. King, P.E. ,,, Validation Checklist -Hardcopy Received FL13137 RO COi CERTIFICATE OF INDEPENDENCE,pdf standard AAMA/WDMA/CSA101/l.S.2/A440 fim: 2005 {:;./1 "/')f\1 ") Florida Building Code Online Page 2 of3 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pend ing FBC Approval Date Approved 10/13/2009 11/06/2009 11/16/2009 12/09/2009 Summary of Products FL# Model Number or Name Description 13137.1 a. Glazed or Opaque Wood Door Up to a 3'6 x 8'0 Non -Impact Stile and Rall Wood Door - Opaque or Glazed 3/4 Lite Insulated Glass with or without Non -Impact Insulated Glass Sldelltes -(X, XO or OX. OXO Configurations) lnswlna or Outswlng Limits of Use lnstallatlon Instructions Approved for use In HVHZ: No El.lJlJZ BO II msr 1J1JZ,1 ,12!lf Approved for UH outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party : Yes DHlgn Prff ■ure: N/ A Evaluation Reports Other: See INST 13137 .1 for Design Pressure Ratings, ELAJ!JZ BQ AE E~AL 1J1JZ,l.12!lf any additional use llm ltatlons, Installation Instructions Created by Independent Third Party : Yes and product particulars . 13137.2 b . Gla zed or Opaque Wood Door Up to a 3'0 x 8'0 Non -Impact Stile and Rall Wood Door - Opaque or Glazed Full Lite Insulated Glass with or without Non-Impact Insulated Glass Sldelltes -(X, XO or OX OXO Configurations} Inswlng or Outswlng Limits of use lnstallatlon Instructions Approved for use In HVHZ: No El.l:.UJZ BO II msr 1J1JZ,2,12!l! Approved for u ■e out1lde HVHZ: Yes Verified By : Lyndon F. Schmidt, P.E . 43409 Impact Re1l1tant: No Created by Independent Third Party : Yes DHlgn Pres1ure: N/ A Evaluation Reports Other: See INST 13137.2 for Design Pressure Ratings , EL1J1JZ BO Al; l;~L lJlJZ.Z,1211( any additional use limitations, Installation Instructions Created by Independent Third Party: Yes and product particulars . 13137 .3 c. Glazed or Opaque Wood Door Up to a 6'0 x 8'0 Non-Impact Stile and Rall Wood Door - Opaque or Glazed Full Lite Insulated Glass with or without Non-Impact Insulated Glass Sldelltes -(XX or OXXO Conflauratlons) Inswlna or Outswlna Limits of U ■e Installation Instructions Approved for use In HVHZ: No ELlJlJZ BO II msr 1J1JZ,J,12!lf Approved for u ■e outside HVHZ: Yes Verified By : Lyndon F. Schmidt, P.E. 43409 Impact Rfflstant: No Created by I ndependent Third Party : Yes DHlgn Pre11ure: N/A Evaluation Reports Other: See INST 13137.3 for Design Pressure Ratings, ELlJAJZ BQ Al;; !;~I. lJlJZ,J,12!lf any additional use limitations, Installation Instructions Created by I ndependent Third Party: Yes and product particulars . 13137.4 d . Glazed or Opaque Wood Door Up to a 3'6 x 8'0 Non-Impact Stile and Rall Wood Door with Transom -Opaque or Glazed 3/4 Lite Insulated Glass with or without Non -Impact Insulated Glass Sldelltes -(O/X, O/XO or O/0X, O/OXO Configurations} lnswlna or Outswlna Limits of U1e Installation Instructions Approved for Ul8 In HVHZ: No EL1J1JZ BO II rnsr lJlJM,12df Approved for u ■e outside HVHZ: Yes Verified By : Lyndon F. Schmidt, P.E . 43409 Impact Re1lstant: No Created by Independent Third Party : Yes De1lgn Pressure: N/A Evaluation Reports Other: See INST 13137.4 for Design Pressure Rat ings , EL1J1JZ BO Ai; f~AI. lJlJM,12!lt any additional use llmltatlons, Installation Instructions Created by Independent Third Party : Yes and product particulars . 13137.5 e. Glazed or Opaque Wood Door Up to a 3'0 x 8'0 Non-Impact Stlle and Rall Wood Door with Transom • Opaque or Glazed 3/4 Lite Insulated Glass with or without Non -Impact Insulated Glass 11 Sldelltes -(O/X, O/XO or O/0X, O/0XO Configurations) Inswlno or Outswlng Limits of U ■e Installation Instructions Approved for use In HVHZ : No FblJ1J7 BQ II IN~T n1;p.S,12!lf Approved for use out1lde HVHZ : Yes Verified By: Lyndon F. Schmidt, P.E . 43409 Impact Re1lstant: No Created by Independent Third Party : Yes Design Pressure: N/ A Evaluation Reports Other: See INST 13137 .5 for Design Pressure Ratings , FL1J1JZ BQ AE EVAL 1JlJZ.S,12df Florida Building Code Online Page 3 of3 • any additional use llmltatlons, Installation Instructions and roduct arttculars. Back Created by Independent Third Party: Yes Next ~ : : 1949 North Monroe Slrftt Il!lltbassee fl 32399 Phone · 850•182·1821 The State of Ronda ts an AA/EEO employer. Ccpyrtght 2001-2010 State q(Flgrtda :: Prjyacy Statement:: Acqsslblllty Statement:: B•[uod Statement Under Aor1da law, e-mail addresses are public records . If you do not want your e-mail address released In response to a public-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaste1@dbpr state fl us . Product Approval Ac:cepta: Dilil&l ■ httn·//WUTU1 tlonil~h111liHno oro/nr/nr ~nn iltl ~~nY?n~r~m=wl1FVXOwtnntc::1r0/4?hl1nl Tw1 R W Buildini! Consultants. Inc. Consulting and Engineering Services for the Building Indu stry P.O. Box 230 Val rieo. FL 33595 Plione l\13 .659.9 197 Facsimile 813 .754.99R9 PloriJa Bo,mJ of Prof es ·ional Engineers Ccnificatc of Au1hor1,ation No . 9813 Product IS:vaJuatlon Report Report No;: FL-131:37-.1' Not1-ember 5, 2009 Date_; Product Sub Category Manufacturer Product Name Category Exterior Swinging Rogue Valley Door Glazed or Opaque Wood Door Doors Exterior Door 123 NE Bcncon Dr. w/ Sidelites Assemblies Grants Pass, OR 67526 lnswing / Outswing Phone 5-11.:179.5354 "N on-Impact'; Scope: Product Evaluation repo rt issued by R W Bui lding Consultants , In c. & Lyndon F. Schmidt, P .E. (System ID# 1998) for Rogue Valley Door, based on Rule Chapter No. 9B-72 .070, Method 1A of the State of Florida Produ ct Approval , Dept. of Community Affairs -Florida Building Commission. RW Butrding Consultants .and Lyndon F. Schmidt, P .E. do not have nor wi ll acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval .process of the product named herein . Limitations: 1. Thls product has-been evaluated and is In compliance with the 2007 Flo rid a Building Code (FBC) structural requirements excluding the "Hig_h Ve locity Hurricane Zone~ (HIJHZ). 2 . Ptoduct anchots shall be as listed, and spaced as shown on details. Anchor embedment to base material sha ll be beyond wall dressing Qr stuoco. 3. When used in areas requiring wind borne debris protection, this product is required to be protected with an impact resistant covering that complies with Sectton 1609.1.2 of the Florida Building Code 4 . for 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry con·struction . 5. Site conditions that deviate from the deta ils of drawing F=L-13137.1 require further engineering analysis by a licensed engineer or re_gislered architect. 6. See drawing FL-13137 .1 fo r size and design press ure limitations . S·upponfng Do.cument's: 1 . Te1;t Report No . TEL 01740160 TEL 01740161 2. Drawing No. No . FL-1313.7.1 3. _Calculations Product Anbhoring Buck,Anchoring 4 . guallty Assurance Test Standard ANSI/AAMA/NWWDA 101/I .S ,2/A440-05 ANSILAA~NWWDA 1C1/I.S.2/A440-05 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, In c . (CA #98 13) RW Building Consultants , Inc. (CA #98 13 ) Testing Laboratory Testing Evaluation Laboratory Testing Evaluation Laboratory Certlficate of Pa rtlcip;3tion issued by National Accred itation and M imagement Institute , certifying that Rogue Valley Door is manufacturing products within a quality assurance prog r am tha t complie s with 1SO/IEC 17020 and Guide 53. PF 1500 Sheet 1 of 1 Signed by Lyndon F. Schmidt, P .E. Lyndon F . Schmidt, P .E. Signed & SeaJed by Lyhdon F. Schmidt, P .E. Signed & Sealed by Lyndon F . Schmldt, P.E . Lyndon F. Schmidt, P .E. Lyndon F. Schmidt, P.E. FL PE No. 4340.9 1 1/5/2009 1. 2. ~ ! 3. t ~ M M 4 . ..!, ~ I 5. !< g l;i ~ c:i ~ :!; "' ~ ~ 0 .. I ~ ~ ~ i e ~ ~ 'e' 0. ~ ii 123 NE Beacon Dr . Grants Pass, OR 97526 GLAZED OR OPAQUE WOOD DOORS WI SIDELITES INSWING I OUTSWING "NON-IMPACT" GENERAL NOTES This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). Product anchors shall be as listed and spaced a s shown on details. Anchor embedment to base material sha ll be beyond wall dress ing or stucco. When used in oreas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the 2007 FBC. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIP110N 2 3 5 6 8 9 10 11 12 Test elevations, design pressures and general notes Door panel detai~ (opaque) Sidelite pone! details {3/4 llte) Door and sidelite pone! details (tull lile) Horizontal cross sections Horizontal cross sections Vertical cross sections Buck and frame anchoring -{XX) Buck and frame anchoring -IOXXO) Lock details Components Bill of materials, components and glazing detail r ~ c., w :,: ~ < fl: ~ ;;;! "" w > 0 >< < :; ~ <ri 0- L r 74.rrMAX. --j OVERALL FRAME WIDTH I X X ,:.': --OVERA CL ,. · :,,'":C'FRAMf · -~:p1'fli:Ns10,f:. OPAQUE 113.0" X 98.25" N/A 113.0'' MAX. OVERALL FRAME WIDTH -----1-19 .50'' FRAME WIDTH 74.0'' MAX. FRAME WIDTH ---j I I j X X 0 /' i -- 1-11:::!:::==::::llt:::~=====:!:::======:::::::11 27.00" X 82 .25" +30 .0 -35 .0 G1 FULL LITE 113.0" X 98 .25" 27.00" X 82.25" 27.00" X 82.25" +30.0 -35 .0 a.: 8 0 i';; ...., ~ ~ Cl ~ w U) ::, ~ ~1~ 0: 0 .... f;i! 0: < 0.. 0.. z~ S2o t:3:z o...., vi~ Zz Ow ~<..:, ~<'<! ...., Wv, w ...JO,: ()::, _v, ~~ a.. >-co w ~ 0 0 z (/) z 0 vi ~ 0:: O,<TE, 10/06/09 SCALE: N.T.S. owe. BY: JK CHK.BY! LFS ORA.WING NO.: FL-13137.3 SHEET 1 or 12 <i ! . ~ < 5 . z 0 u 0 ! 9 s m ~ • "' 0 0 N 0 R:\A • Projecls\Project Folders\proj 140 1-lSOO\PF 1482\D. RWBC Drawings\lab\FL-13I37 .dwg, 2.3 '2 s I"' !i1 I;.:; 0, 0 ...,.,.. ~ ... n ,0 g "' g 0 :z: NW ~ ,0 :::! n )>, ... n ,0 0 "' "' "' "' n :::! 0 :z: .... ~ ~ ,0 :::! n )>, ... n ,0 0 .,, .,, "' "' n ::I 0 :z: .,, I~ 'i" (Ii~ ~p <.,, r- :-,I ;;i <.,, >----------------96" MAX . PANE L HEIGHT --·---·--· 1-----39 .00' ...... ··- EB EB -----~ EBH-}11--'-' G:~ ~ i ! ~ 0 ;z: a- r_ :-t 0) :,;: y, 0 co --22 .87"- --39 .5" -----8.37'1J (II @) I ..., I I y) I t--+---+------------+---1~ ROGUE VALLEY DOOR I--+----+------------+--< PART OR ASSEMBLY: NO DATE REVISIONS BY DOOR PANEL DETAILS (OPAQUE) (.') 2009 R.W . 81JILOIN C3 CONSULT.,6.NTS INC . ...,..., Oocum•nt• Prepared 8y: CD BUILDING CONSULTANTS, INC. Jl, q A f P.O. Box 2.30 Vatt1co Fl... .33~9~ VV Phone No.: 813,659.9197 Flor1do Boord of Profeaalonal Engineer• Certlflcote Of ~thor..'!,o~n No. 9813 Lrl4--. //C S-o, Lyndon F. Schmidt, P.E. No. 43409 R:\A • Projects\Project Folders\p roj 1401-1 500\PF 1482\D. RWBC Drawings\jab \FL-13137.dwg, 3.3 i----------·-96" PANEL HEIGH T-------~-l -----51.87" D.L.O. HEIGHT ~ .., 0 :..., ~6 "l i~ LEB _;;:, !:; ~ :z: :,!! c.,-c.,..., :z: :z: 0 0 ~ "' ;::;. 0 0 2: 2: > > ... ,- (') (') "' "' 0 0 t: .,, .,, .,, .,, n, n, (') ------© (') :::! :::! 0 0 ..,, 2: 2: 0- """" ~ "' :::! (') )> ,- @ I (') "' 0 t: .,, n, (') :::! 0 2: ~ ~1~ I"' I !!j -z ~p ,;i "' r- IN " ;;i ;.,. ~ .~. ~ 1--+---+------------+--l PRO DUCT: r;; ROGUE VALLEY DOOR ~ O t--+----1-------------+---i :z: a,·>--+----+-------------+--+---------------1 <.. :-i o, !--+----+------------+---; PART OR ASS EM BLY : ;,;; y, g NO DATE BY SIDELtn: PANEL /)£TAIL S REVIS!ONS (J/4 UT[) 0 20 0 9 A:.W . BLHLOl,.,,O CCP.1 8 1.Jl.r A N TS INC . --® Documents Prepo r•d By: CD q A (BUILDING CONSULTANTS, INC. J~ VV P .O. Bo• 2.30 Votr1co FL 335g ~ Phon• No .: e 1J.6~9.9 197 Florido Boor d of ProfeHlonol Engine•~ Cer tifkot e Of Authorf~tl~ No. 9613 Lrl-4--//. .,..,,, Lyndon F. Schmid t , P .E. No. 43-4-09 R:\A • Projects\Projcct Folders\pro j 1401-lSOO\PF 1482\D. RWBC Drawlngs\lab\FL-13137.dwg, 4.3 ~ s 1~ ~ 1~ A,C:., ~ ,., ::! ~ ,... (') ,., g ... ?l ::! 0 :z .,, I~ ~ 15 ~ ~p ~ ~ A, ..... :z: 0 ,., ;:::. 0 :z ~ ,.. (') ,., g .,, "' (') ::! 0 :z ~ ~ 0 ~o (,a r c.... :-! m " ;:;J :>; !'> 0 "' "' EB @1 , ©' I 96" MAX . PANEL HEIGHT ~ 82.2S' MAX . D.L.O. HEIGHT EB ··--1 I I <l 0 I----·-39 .5" ___ __, ... A, ~ 96" MAX. PANEL HEIGHT 1 1 ~,sMm ,oseo$ 0 ...,_ :z: 0 ,., ;;:; 0 ~ ,.. (') ,., 0 .,, .,, "' "' (') --® ::! 0 :z -----® --·----'I l--+---+-------------1--l PRO DUCT: ROGUE VALLEY DOOR t--+----+-------------t---1 PA RT OR AS SEMBLY : NO DATE REVISIONS BY DOOR AND S/J)_fLITf PANEL DETAJLS (FULL LITE) e :.:!009 R .W . 0UILOtNrci C!ONSULT AN·rs ING. Doc1,,1m enl • P,...po red By: CD BUllDINC CONSULTANTS, INC. J\... q A f P.O. Box 2 30 Vol ri co FL 3.3595 VV Pho ne No.: 6 13 .659 .9197 Florido Bo o rd of Pro fes■[ona l Englnoera Ce rtiflcotc Of AU1horlzotlon No. 981 J /,r-U-,.,,. • d)? Lyndon F. Schmidt. P .E. No. 43409 M .,; t i:; M ~ I . ., 3 ~ I i 0 ... C, H/◄"MIN. EMB. [TYP.J . ' " i •• I I \ . ·i©\(C c.' I cb 1-1/4"MIN. EMB. ITYP.) -+---' © ·1 " . " .:::,.1. I I l \ I ' ! I ! I N T E R I O R L C R O S S S E C T I O N s u b - b u c k s u b s t i t u t i n g i w s f o r w o o d s c r e w s p e r S e c t i o n 1 7 1 4 . 5 . 4 2 o f t h e F B C E B E B " " ' . . , : : . / E B < ) ! , I / I p 1 / ' ' E B ' O ' X l f e > x - ~ ~ ~ - ~ - / < l j E B E B 2 6 E X T E R I O f l . . " ' . . . . . ~ ~ r ' ) s : ; ; . . . . ~ - : 2 ~ 1 ~ 1 ' 9 0 i - 0 . . . Z 8 : g z ~ . , - . c · c - , o c ' \ ' . : ~ ~ ~ ~ 5 . . h i Q ~ ~ o ; ; 0 ~ ~ ~ 0 : : i · ; . t : 5 ] ) t O . . . . : , C J - 0 ~ o Z O < , l 1 1 1 ~ § ~ ~ E a l ' ' . . : ! S ~ i 8 0 ' - ! 8 Q . m ~ a . . m o , , : ~ i ! ! ; ; i o - > ~ - e E \ : > J G : : ~ ! a : : § ~ . . J . . J ~ w : , r t ; a : : 1 5 [ ( / ) 2 . . J O ~ ; : : c l 2 ( / ) 0 : : ( 1 ) ~ § w ' < 0 0 z 1 / ) z 0 v i ~ a : : c : e l ' 1 ; . 2 ~ " ~ 2 0 u I ~ ,,l@ i A ~(£) © lV \.8J I N T E R I O R 2 3 o , m o 1 0 / 0 6 / 0 9 - ~ ! t J l ! ; R I O R 2 H O R I Z O N T A L C R O S S S E C T I O N 5 3 5 H O R I Z O N T A L C R O S S S E C T I O N l n s w i n g s h o w n • o u ! i w i n g a l s o a p p r o v e d S C A l . t N . T . S . o w e . a v : J K a . K . B Y : L F S O R A W I N C M O . : i l ~ ---Ul ) U U µ f J l ' U V t , U , . . _ , . . , , . . . , , . , . . fn s w i n g s h o w n - o u 1 s w i n g al s o o p p - · · · - ' F l - ! J ! J 7 . J :$. S H E E T 5 O f . 1 l . . ii g 5 ! I I i . , i . . 0 0 I ~ i I EB EB ' <l ' I ;'.,," ! / / v' 3 6 v' EB 0 X X 0 '7 EB I , ,,,.✓ ,;• 1-1/4"MIN. EMB . (TYP .) -7 - / \ \ I . I , \ · .. I 11 ~ ®\ ~/ 1 @SEE ~ (0 © © NOTE2 ~ HORIZONTAL CROSS SECTION 6 lnswing shown -outswing also approved 0 SEENOTEl~ ~\ \ I 1-1/4"MIN. EMB. (lY P.) / i I I @ I'\\ SEE"ii'·\◊ NOTE2\EJ~ © 4 6 HORIZONTAL CROSS SECTION Shown w/ 1 X sub-buck substituting concrete screws for wood screws per Section 1714 .5.4 .2 of the FBC EXTERIOR NOTE : 1. Attach sideltte panel to lhe fra me with screws (#10 X 2-1/'l' pfh) 'l' from ea ch end and 6" o .c. 2. Staples located l " from each end and fr o.c. thereafter 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 6 lnswing shown -outswing also approved 6 lnswing shown -outswing also approved a:: 0 0 Q j>;:; ::j § "-' ::, I~ 0,0.'!E, 10 SCALE, DWG. BY: CHK . ff(: 5 ., al V) !/2 0: 0 ~ a. V) z -JO ~6 o"-' NV) ~~ :i:~ u >--<Il L,J ~ 0 0 z Vl z 0 vi cS a:: 06/09 N.T.S. JK LFS DRAWING NO.: Fl-13137.J l '------------------------------------------------------------------------_.J=:.....a=...:,;_;=_J SHEET _§_ Of 12.. 0 ~ . ' < _, ;; z 0 0 ~ ~ a: .. a a " '" 60?'£1> "O N ·3·d ':WJWlPS ';J uopu,(7 .{•-Jw -x-r---t....7 £~96 'ON uoif'~zµo4}nv W QlDOWlJlil:) eJ••u16U3 JDUOJH•)OJd )0 ?JC>OB DP!JOIJ L6l6'8'9'Cl 8 :'ON OU04d 'i61i£r 7:J o:iµjDJ\ OCZ ICOB ·o·d JJtL '\r 'ONI 'S1.NVl.7nSNO:J ~NI01tne (1,:) ('d.uJ '9W3 'NIW .. i'/t-1 ' " . " :,<a P•JOdQJd 111u•wn~ Cl " ., .. .. w @) co (0 I ~ I I I SN0/103S SSO~:J l't:JU~3/\ 'A 78VOSSV l!O .l~d ~ooo AJTIVA 3noo~ :.L:JnO◊lJd O< 0 52 w I->< w ii O< 0 52 w 8 ii z 0 ;:: (J ... .,, .,, .,, 0 "" (J .... '< (J & ~ .., ..... AB w O< 0 52 ~ w ii O< 0 52 w I- ~ O< 0 52 w I- ~ SNOISIA3~ .,.,,.._ 0 \ \ I .. ·:1 , .. , . ..,, l_-1 NIW .. i'/1 ·1 &i i,! ~ .; ~ ~ ~ I") ,.,: J I") !il ::2 &i ~ _!, ~;~ z 0 ;:: lrl .,, ~ "" (J 5 ;:: ; Nr-,. ~, ~ "'' 8 ili £'L 'fi•IP'LEl[l·lcJ\Qe~s6u1MeJQ J8Ml! 'O\Z8vl cld \0051-I0t,J foJd\SJi)J)iOcJ :pafOJd\spa/OJd • v\:l! 2X BUCK II II II II TYP.HEA D II ANDJAMBS )I / II MULLION SHOWN FOR REF. _ _./ II ~[ ----r _j L t "l 0- 2X BU CK FRAME MASONRY OPENING II II II II II II II II [ MASONRY ! BUCK ANCHORING CONCRETE ANCHOR NOTES: DETAIL I 2X BUCK 2X BUCK 0:- ~ b .,; N HINGE JAMB 1. Substitution of equal concrete anchors from a different supplier may have different edge dis tance and center distonce requirements. 2. Concrete anchor locations at the comers may be adjusted to main tain the min. edge distance to mortar joints. If concrete anchor locations noted as "M AX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "M AX . ON CENTER" dimensions are not exceeded. 3. Concrete anchor table· ANCHOR ANCHOR MIN. MIN. CLEARANCE TO MIN. CLEARANCE TO TYPE . SliE ·EMBEDMENT MASONRY EDGE ADJACENT ANCHOR ITW 1/4" 1-1/4" 2-1/2" 3• ELCO 1/4" 1-1/4" 1" 4" ITW 3/16" 1-1 /4" 2-5/8" 2-1/4" OPENING FRAME ANCHORING Masonry construction 2X buck L HINGE JAMB _i ' MASONRY OPENING \ I I HINGE DETAIL 2X Buck HINGE DETAIL IX Buck Xffi <- _-···· SEE DETAIL 2 I :, iii fnU -: z :! 0 FRAME ANCHORING Masonry construction l X buck !a "' ~ 0:: 0 0 :r 0 0 C z <( Ci We' ::I ~ ~~ :l: "' ~ ue!2. w V> 0 ::, ~ ~ "' ii@ a: "" 0 0 ~ ::, < co a. >-<D w ~ 0 a z DATEC 10 06/09 SCALE, N.T.S . OWG . BY: JK CHK. BY: LFS DRAWING NO.: FL-1 3137.3 l l_--------------------------------------------------------------------'---==--=;:::. SHEtr .JJ_ or ..12.. 0 !: . .. z ; , . z 0 u 0 !: ~ 3 m ~ "' "' □ ::, N Q. 4" (TYP) • a:-.... ~ ;':'rif;=;=::::::;=;~~==;::;::::::::;::;===;=;::;;;:;~=_J 2)( BUCK MASONRY OPENING \ lff ID 1H 1H m Ill 111' ,lll Ill "'-MULLION _/ UI In '--SHOWN Ill ID FOR REF. nJ 1H HI 1H DI IH HI ID DI IU II m m IU HI sue,: ANCHORING @2xsucK OUTSWING INSW ING @ _0)2XBUCK ~ ~ D~All ~ C ONCRETE ANCHOR NOTES: 14 "' I -' ------. HINGE DETAIL 2X Buck I. Substilution of equal concrete anchors from a different supplier moy hove different edge dista nce ond center distance requirements. 2. Concrete anchor locations ot the comers moy be adjusted to maintain /he min. edge distance to mortar joints. If concrete anchor locations noted os "MAX . ON CENTER" must be adjusted to maintain the min. edge distance to mortar join/s, oddilionol concrete anchors moy be required to ensure the "MAX. ON CENTER" dimensions ore not exceeded. 3. Concrete anchor tobte· ANC_HOR ANCHOR. ... Ml/',/, "4/N. CLEA-RANCE TO MIN. CL-EARANCE TO TYPE SliE EMBEQMENT ' • MASONi?Y EDGE · A.fJJACENT.ANQ-!9R .· JTW 1/4" 1-1/4" 2-1/2" 3" ELCO 1/4" 1-1/4" 1" 4" JTW 3/16" 1-1/4" 2-5/8" 2-1/4" J_ __ _ HINGE JAMB HINGE JAMB FRAME_/ MASONRY OPENING \ I lX BUCK FRAME -' MASONRY OPENING \ \ :41f=-1 tt FRAME ANCHORING Moson,y corisfrucfton 2X buck I I I I FRAME ANCHORING Masonry consfrucf,on lX buck 7 X °" <w ~z . w MU ~6 j T I x"" < w ~z . w MU "". z ::,0 l 1 <!) ~ °' 0 0 :c 0 u Cl ;z < ts "-'o' ~~ ...J ~ ...J ~ a, a .._2, CJ ::, <!) r t; °' :::, 0 ~ a. V, ~ 0: 0 i C ;z < "' u ::, (Il ~ 0 z '"'"' 10/06 09 SCAL.£, N. T.S . OWG . BY, JK CHK. BY, LFS OP.AWING NO.: Fl-13137.3 (/) z 0 vi ~ a:: ; L.. _______________________________________________________________________________ ._SH_EET_=9=-0F-=J2;;;;;.._, u ! ID >-z ; ~ z 0 tJ 0 z g 5 III 'i ri. "' 0 □ " Q R:\A • Projects\Project Folden;\proj 1401-I 500\PF 1482\D. RWBC Draw ingsVab\FL-1313 7.dwg , 10.3 c.,, ~ "" :;;2 \ 9"~ ,, ,-~ ~ <§7> ~ f.6 C t, 'f ¥ / \ ( /) ~) 3 !:!l ~ ;:::: ~ @? ~ ~~ r ! -~ I \ I I ):,, ( l 2) ~ Z-e •Z Z·f ( Z·"i:.·Z ~ ---® ~ \ \ \ \ ~ ,-·qiJ ( ...,,..,.. . . <=~ . . NF l I I __ ,.--L.. ~\ J , ______ ... / a ?I ~ J "'~ PRO DU CT : D ocu m ent■ Pre pot"ll d By: ~ el ROGUE VALLEY DOOR ;ft W BUlLDINC CONSULTANTS, INC. ~ ~ .. ~ P.O. Box 230 Volr1co FL 335'95 la 0 ~~ ~~ Phone No .: 8 1 J .659.9 19 7 PART OR ASSEMBLY: Florido Boor d of Profenloool Engln••r. !il V, r c... ,-;~ Ce rtlflcote Of Au th orlzotlo n No. 91313 I.; " ul "' !Jl 0 Lr c-C.,,c. s-. .,.., "' "' NO DATE BY LOCK DETAILS REVIS IONS Lyndon F'. Schmidt, P .E. Ho. 43409 {; 2009 R .W . 8 U II..O I NG CONSULTANTS I NC . R:\A • Projects\Project Folders\proJ 1401-lS00\PF 148 2\D. RWBC Drawings\lab\Fl-13137.dwg, 11.3 ~ 1.75"- w .... -1.75"-, l--1.7S' -----9.'lS' -----------; f-------------9.25" ---- 0 :,.. ~ 0.5' -1.75" ,__ ____ ◄.S'----_, p 0- 1 ~--! . { 2;j :::.s. . - F~1 t----------7 . .5" ________ _, "' ....., -& 1!! i ~ 0 ~ i! PRODUCT: S ;i i . ~ f;; " t--+-----1-----------+--t ROGU£ VAU.EY ODOR I-I ~ ~ o t--+-----1-----------+--t -~ p :Z a,l----+---+------------+--+--------------1 !;l "' r-'-:--< o, PART OR ASSEMBLY : ,..... :-..i ~ ~ y, o , ..,_,-e-+-__ __, ___________ ____, N "' '° t'N~O~=D~AT~E~~----=REV=1s"'1""'0"N""S---~~B~Y--1 COMPONENTS f 2009 R .W. 8UtLOING CONSULT.-.N'TB INC i 0 7.5" . e; Docum•nt• Prepared By: CD BUILDING CONSULTANTS, INC. J\,, q If P.O. Box 230 Vollico FL 3359~ VV Pt,one No.: 813.55Q ,V1 97 Florido Bo0r:d of Profess1onal Engin eers CerUflc:ote Of Author1:totlon No. 8 8 13 Lrc?. "·J'-o~ Lyndon F. Schmidt. P.E. No. 43.(og BILL OF MA TERIAL.S fT£M t DESCR/l'rlON A IX BUCK SG >-0.55 B 2X BUCK SG >= 0.55 C 1/4" MAX . SHIM SP ACE D 1 /4" X 2-3/4" ELCO OR ITW CONCRETE SCREW E "'""'v""' -J,l92PSIMIN .<....UN<....t<tlt--_ '•"0 TO AC I ,n, l"ID ul"\11 l"lw 01 nrl( rrn,Jf""""'" rn «T .. ron F 1 /4" X 3-3/4" ELCO OR ITW CONCRETE SCREW G 3/16" X 2-3/4" ITW CONCRETE SCREW H 3/16" X 2-1/4" ITW CONCRETE SCREW I 1/4" X 2-1/4" ELCO OR ITW CONCRETE SCREW K 3/16" X 3-1/4" ELCO OR ITW CONCRETE SCREW 1 DOOR HEADER AND JAMB 1-1/-4" X -4-9/16" jSG =>0.42 PSF) -4 SIDELITE HEADER AND JAMB 1-1/-4" X -4-9/16" ISG => 0.42 PSF) 7 WEATHERSTRIP 8 #10 X 2-3/-4" PFH WS 9 #9 X Z' PFH WS 12 HINGE 14 1/4" X 3/4" PFH WS 15 DOOR SWEEP 16 #6X 1/2"PPH WS 17 PANEL INFIL 18 5/8" DIA. X 5" PIN 19 .375" GLAZING SPAC ER 20 SEALANT 21 3/8" X 1/2" PANEL STO P 22 1" BRAD 23 MULTI-POINT STRIKE PLATE 26 ASTRAGAL 28 1/4" X 1" 16GA. STAPLE 33 THRESHOLD (INSWING ) 34 THRESHOLD (OUTSWING) 35 INS WING SIDELITE ADAPTER 37 SIDEUTE STILE 39 SIDE LITE PANEL (FULL LITE) 40 SIDEUTE PANEL (3/4 UTE) 41 DOOR PANEL (FULL LITE) 50 DOOR PANEL (OPAQUE) MATERIAL WOOD WOOD STEEL CONCRETE STEEL STEEL STEEL STEEL STEEL WOOD WOOD FOAM STEEL STEEL STEEL STEEL ALUM STEEL WOOD/COMP WOOD ALUM SILICONE WOOD STEEL STEEL WOOD STEEL WOOD 51 TOP RAIL WOOD 52 LOCK RAIL WOOD 53 BOTTOM RAIL WOOD 54 HINGE AND LATCH STILE WOOD 61 63 64 65 66 67 70 #10 X 2-1/'Z' PFH WOOD SCREW STEEL FLUSH BOLT LOCK ASSEMBLY STEEL LOCK ASSEMBLY 5 PO INT LOCK !DOUBLE DOOR) W&FTRILLEN IUM STEEL #lOX 1-1/Z' PFH WOOD SCREW STEEL #8 X 1-1/4" PFH MACHINE SCREW ST EEL FLUSH BOLT STRIKE PLATE DOUBLE DOOR STEEL #14 X 3-1/Z' FLAT SQU ARE DRIVE WOOD SCREW STEEL [------~~------~ 0 o □o □o or : 67 STRJKE PLATE Rush boll -------5.83" -----~ i -~ ~ 6.56" -------1 @INSWING THESHOW t-------S' -------l I !:l ~ ~ ci 1 /Z' GLASS BITE @ /i I /Z' THICK GLASS 1 I /,,--l /8" TEMPERED GLASS \Jl:~::==::;l;;,il' AIR SPACE f-------4.63" -----1 ~ 0 Q: vi~ 0 0 ~-0 §~ ~ ...J ~ ~~ ~ a, ::E ...... w ,., ~~ V) ::::, !!.1 '-' I@ "' a;~ 0 0 lie Q_ ~ < 0 a. u >-(Il V) z 0 iii ~ <>:: w ~ 0 55 MID STILE WOOD 9,-0; 56 GLASS STOP WOOD I /8" TEMPERED GLASS ~ .; 57 BACKING PLATE STEEL ,,.Tl', IO 06 09 ~ 58 MID RAIL WOOD = N.T.S. l 59 #8 X 3/4" PFH MACH INE SCREW STEEL @OUTSWING THESHOLD DWO . BY, JK '1> C',;\G l GLAZING DETAIL CHk. BY, LFS I ~ ~-£ Fl-JJ137.J t ,._ _______________________________________________________________________ i:SHEU=:...::::l=:2..:"'::..:::'=2:....J ,; ! ~ z ; , . z 0 u 0 z § 5 m i oi ~ 0 0 "' Qo