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WS-13-2290Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BU ING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 64 NW 111th Street FBC 20 Permit No. Master Permit Noa) 5 /3 ROOFING City: Miami Shores County: Miami Dade Zip: 33161 Folio/Parcel#: 11-2136-003-0380 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): Barry University, Inc. Phone#: 305-899-3995 Address: 11300 NE 2nd Avenue City: Miami Shores State: Florida Zip: 33181 Tenant&,essee Name: NA Phone#: Email: CONTRACTOR: Company Name: PP3 Construction, Corp. Phone#: 305-389-0065 Address: 750 NE 96th Street City: Miami Shores State: Florida Zip: 33138 Qualifier Name: Gabriel Rodriguez Phone#: 305-389-0065 State Certification or Registration #: CGC1516905 Certificate of Competency #: Contact Phone#: 305-389-0065 Email Address: gabe@pp3construction.com DESIGNER: Architect/Engineer: NA Phone#: Value of Work for this Permit: $ 850.00 Square/Linear Footage of Work: NA Type of Work: LIAddition DAlteration Description of Work: Replace Rear Exterior Door Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ ❑New UlRepair/Replace ODernolition Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) NA Bonding Company's Address City State Mortgage Lender's Name (if applicable) NA Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARMING 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 RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Z -W, Owner or Agent The foregoing instrument was acknowledged before me this _ day of . , 20 , by U naa N - f0romcn, who isrsonally kno to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: (�1 6 hm t-- �- Print: L6�f i L. My Commission Expires: 6 APPROVED BY 'l d Signature ontrac r The foregoing instrumen was acknowledged before me this day of C��i' , 20 3 by Ckab-) eA A y L who is ersonally known tom or who has produced as identification and who did take an oath. NOTARY PUBLIC: w ANACRiSTINA R. ROt'g!E LORI L. CAJAS MY COMMISSION # EE 181068 Notary Public - State of Florida ` EXPIRES: July 18,2016 06 ly Gomm. Expifes May , 2014 Sign. a »vu Pu Commission #t DD 979550 Print; ClC4rtSh u `�y �, Ondid I hmugna na o ary Assn. , My Commission Expires: 7 � Plans Examiner Zoning Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06110/2009)(Revised 3/15/09) Clerk Oct 11 13 08:34a P.1 ''ktt� CERTIFICATE QF LIABILITY INSURANCE �`a( 10MMAVDWVY"' 12093 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THIS POLICIES BELOW. THIS CERTMCATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING, INSURER(S), AUTHORIZED REPRE TENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT- If the CGFUf GtD holder Is an ADDITIONAL INSURED, the Policy(les) must be endorsed. If SUBROGATION IS WAIVED. subject to the terms and conditions of the Policy, certain policies may require an endomement: A statement on this certificate does not carrier rights to the certificate holder In Ifou of such endo38me s . PRODUCER CONTACT Stad AUrchant Merchant Insurance - Marl LgtM(305 Sao - 2989 FAX C866) 405 - 4983 PO Box 173WS ---- - _ INSURED FL PP3 CONSTRUCTION, CORP 750 NE 96TH STREET Mid Continent FUSA THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED Y INDICATED. NAMED ABOVE FOR THE POLICY INDICATED. NOTVdiTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICPERIOD H THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. OENERAL UABILITY COMMERCIAL GENERAL UAWLn'T CLAIMS -MACE '�i OCCUR A GEAR AGGREGATE UfdITAPPUES PER: XX POIJU-Y r7 P LO;, AUTOMOBILE LPauTY ANY AUTO AUTOSALL SCHEDULED HIREDAUTOS A ON N ED AUTOS L%WRE7IA lL1BOCCUR EXCESS LIMB ,,, ....- . LIABILITY B 041211-0008M90 11011012013 f 10!102014 N rA1 1 106-49201 13114/2013 1 3!14!2014 DESCRIPTION OF OPERATIONS I L0CA110NS 1 VEIgCLEB (ASaah ACORU 101. AddI90W Rem Selmqute, E mors ePW* re wquh** OCCULZ«21 E 1 � IAUOicI E � oNTED S MED Exp (Any ass person)S Pr1280NA1 & ADV INJURY S 1 GENERALAGGREGSATE S 2 PRODUCTS -COMP AGG S 2 s EM,MNGLE UNT HOD! LYINJURY (Pa perwn) S BODILY l NJURY (per acGMeM $ PE DAMAGE $ S CMENT Is 1 -EA EMP S 1 -POLICY LIMIT 19 1 The Village of Mland Shores SHOULD ANY OF THE A13OVIE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, HOME WILL BE DELIVERED IN 10080 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVINONS, Miami Shares FL. 3313$ AUTH01MED REPRESBNTATNE ACORD2b 2010/0 tv Vol ISD-tu7uAl:VKUJRPORATION.Allrightsreserved. ( 5) The ACORD name and logo are registered marks of ACORD Oct 081312:37p Miami Shores:Village Business Tax Receipt VALID THROUGH DATE BELOW GABRIEL RODRIGUEZ 750 N.E. 96TH STREET MIAMI SHORES, FL 33138 Business Name: PP3 CONSTRUCTION CORP. Location Address: --- ----760-N:E-96TH-STREET- Number/Class: 222 / General Business Issue Date: Expiration Date: License Fees: 1 Total: Comments: Restrictions: 9/26/2013 9/30/2014 General Business Office $132.96 $132.96 SUBJECT AND ISSUED ACCORDING TO BUSINESS TAX RECEIPT ORDINANCE CHAPTER 14. This Business Tax Receipt does not permit the holder to operate In violation of any Village law, ordinance, or regulation. Any change in location Or ownership must be approved by the Village, subject to zoning restrictions. This Business Tax Recelpt does not endorse, approve, or disapprove the holders skill or competence or of the holders compliance or non-compliarce with other haws, regulations or standards. MUST BE POSTED CONSPICUOUSLY AT BUSINESS LOCATION "Miami Shores Village" 10060 Northeast. 2nd Ave, Miami Shores Village FL 33138 Phone: 305-762-4851 DUSINS SURVEYORS & ASSOCIATES, IN 3921 SW 47TH AVENUE, SUITE 1011 DAVIE, FLORIDA 33314 CERTIFICATE OF AUTHORIZATION : LB I# 6448 PHONE (954) 689-7766 FAX (954) 689-7799 SKETCH OF SURVEY NAS 111TH STREET 22.5' ASPHALT PAVEMENT DRIVE ASPHALT DRIVE T PROJECT NUMBER : 7052-13 CLIENT BARRY UNIVERSITY '" 4.5' CONCRETE WALK hFIP i'%Z")oma 9�q O� ��hp 0.11 C TY cad, j I � IGON 4 x % 1 Lff i 9 :i 151' • ... FLOOD ZONE {NFORMATION COMMUNITY NUMBER 120852 PANEL NUMBER 0139 L ZONE X BASE FLOOD ELEVATION N/A EFFECTIVE DATE 09/11/09 PROPERTY ADDRESS " NW 1 i 1 TN STREET SCALE: 1 " = 20' SHEET 2 OF 2 zw — x 1.2' 1Q ' x ,' p 0.7' ;D.r i n8�2W CBS'Fb- .N �fAALAAFff FLOOR ELEVATION=12.88' 1' -'12.7 � A/C - x Replace Existing 2'-8 cn N LOT 8 X 6'-8" exterior door with new JELD-WEN ` ❑ w g l � Contour DoorFL # 15558.1 ' 311 I CONC m� j 1.4' .0 4 �C oo / / CHAIN LINK FENCE e " E_ 5T (bE ER)1 ' E c N ' WM 7'5.0 3� I— w � W (•- ane a Q04 EAST „a`� ASPHALT PAVEMENT 15 ALLEY o z ❑ � a Q ❑ d Q ISI m to to FLOOD ZONE {NFORMATION COMMUNITY NUMBER 120852 PANEL NUMBER 0139 L ZONE X BASE FLOOD ELEVATION N/A EFFECTIVE DATE 09/11/09 PROPERTY ADDRESS " NW 1 i 1 TN STREET SCALE: 1 " = 20' SHEET 2 OF 2 , Florida Building Code Online Page 1 of 1 IF LI* Tune Manufacturer Validated By Status f1j t� BaS Hone I LagIn I User Registration I Hot Topics I Submit Surcharge i Stats & Facts I Publications I FBC Stan I BctS Site Map I Unica I Search I Busines Professional Product Approval proved FL#: 171-15558.1 USER: Public User Model: Energy Saver/Contour (804) 684-5124 Description: Opaque Wood Edge Steel outswing Product Approval Menu > Product or Application Search > Application list Search Criteria - — Reflne Search Code Version 2010 FL# 15558.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL SMarch RdauMs - Annllcatlnna IF LI* Tune Manufacturer Validated By Status ,F1,1555 New ]ELD-WEN National Accreditation & proved FL#: 171-15558.1 Management Institute, Model: Energy Saver/Contour (804) 684-5124 Description: Opaque Wood Edge Steel outswing Door w/ or w/o;Sidellte Category:'Exterior Doors 11 Su o : Swinging Exterior Door Assemblies •Approval by DBPR. Approvals by DBPR shall be reviewed and ratified by the PDC and/or the Commission H necessary. Contact Us :: 1940 North Monroe Street. Tallahassee FL 32389 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: P rvacy Statemm :: Accessibility Statement :: Reftmd Under Florida u law, email 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licence under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the Iloensee. However email addresses are public record. If you do not wish to supply a personal address, pease provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick JIM. Product Approval Accepts: WINED http://www.floridabuilding.org/pr/pr_appjst.aspx 10/2/2013 Florida. Building Code Online Page 1 of 2 jv Cy3Csi>BCtS Home Log In ( User Regtutration Hot Topim { Submit Surcharge Stats & Facts 0 Publications FBC Staff SCIS Site Map LMks Search Busines , 7%) Profess) al `J Product Approval USER: Public user Regulation Product Approval Menu > Product or Application Search > Application Llst > Application DetaB FL * FLIS558 Application Type New Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DSPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc@jeid-wen.com Janet Gerard fbc@jeld-wen.com Steve Saffell 3737 Lakeport Blvd Klamath Falls, OR 97601 (541)882-3451 Ext 2900 stevesa@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 hq://www.flori&building.org/pr/pr appdtl.aspx?par=--wGEVXQw0gyYUnQdl0UM... 10/2/2013 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 05/01/2012 Date Validated 05/01/2012 Date Pending FBC Approval Date Approved 05/06/2012 Page 2 of 2 Summary of Products FL * Model, Number or Name Description 15558.1 Energy Saver/Contour Opaque Wood Edge Steel Outswing Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL15558 RO C CAC NI011082.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2015 Design Pressure: N/A Installation Instructions Other: Refer to installation instructions S-2104 for FLISS58 RO II S-2104 SS.odf sizes, configurations, design pressure ratings, and Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Installation details. Created by Independent Third Party: Yes Evaluation Reports FLiS558 RO AE PER2035 SS.odf Created by Independent Third Party: Yes Back Nett Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EED employer. ComMght 2007-2013 State of Florida.:: i :: Refund Statemmrc Under Florida law, email 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 tradtftwl mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the Iiconsee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emall address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please rick haL. Product Approval Accepts: a No 99 IR sarri �AFE http:/lwww.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgvKmQdlOUtQt ... 10/2/2013 NOTICE OF PRODUCT CERTIFICATION Company: JEL,D-WEN Exterior Doors Certification No.: NIOL1082 3737 Lakeport Boulevard Certification Date: 05/01/2012 Klamatb Falls, OR 97601 Expiration Date: 08/31/2015 Product: "Energy Saver/Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelites (wood frame) Specifications Tested To: TAS 201%102!203-94 The "Notice of Product Certiftatloa" is only valid If the NA.MI Certification Label has been applied to the product as described within this document. Thecertification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www. Nam icertiticatlon.com. NAM1's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation & Management Institute, Inc./4794 George Wasbington Memorial Higbwaylllayes, VA 0 Tel: (804) 684-S124/Fax: (804) 684.5122 NAMI AUTHORIZED SIGNATURE: Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact & Outswing Opaque Size Pos/Neg Pressure Rated Comments X O/S Opaque I 312"x6110" +6600 10.0 psf Yes CTLA-696W Single Max Panel Size: 3'0" x 67" +66/-70 10.0 psf Installation Details: S-2104 14 OX/XO O/S Door -Opaque 415" x 6110" Door -Yes CTLA-696W Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 31" x 08" Sidelite DLO: 6" x 513" (1/8" Tempered Glass) Installation Details: 5-2104 I.8 OXO O/S Door -Opaque 5710" x 6110" +6600 10.0 psf Door -Yes CTLA-696W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 503" (t/8" Tempered Glass) Installation Details: S-2104 1-8 XX O/$ Doors -Opaque 6'3" x 6'10" +_57_/-_57-7 8.55 psf Doors -Yes CTLA-696W Double Max Panel Size: 3'0" x 6'8" Installation Details: S-2104 1-9 a OXXO O/S Doors -Opaque 8111" x 6110" +57/-57 8.55 psf Door -Yes CI'LA-696W Double w/Sidelltes Sidelites-Glazed Sidelites-No Max Panel Sire: 3'0" x 618" Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S-2104 1.8 National Accreditation & Management Institute, Inc./4794 George Wasbington Memorial Higbwaylllayes, VA 0 Tel: (804) 684-S124/Fax: (804) 684.5122 NAMI AUTHORIZED SIGNATURE: 74.5' MAX OA FRAME WIDTH - JEL DVM@ Steel .815' TIM. .125' 38PANE MAX OA S. MAX OA B�IQY8At0 . P�A�t881P1d Q Y1NQ PANEL Ow -1 -- T— �+ACf DfADRlRtl18'!BH�LfBIDi�!!F8 F 1. no PRAT IS DEQ TD COMPLY WIN THE CURRENT now mom DOD' AND fm VELOCRY fiffiffrCANE ZONE low REOMIENOM 2 W= 81 X8 8Y OTHERS, MUST ! r mmm PROPERLY TO MMMLOADS TO TIE S -1 PRDDUCT ANt2l0lTS SHALL M AS MO AND SPACED PER ANCHOR WCAR Nd OtbIBt M mom EMBEQMEIVT TO BASE Mmft SWILL 8E ITEYONO WALL simm 0R Sll=. 4. SEE TABLE 1 ON TO SHEET FOR DE = PRISM INS= S. Tt85 PRf7fluCT,1fEQ$ THE WATER 20(AREMENTS FOR WANT ZONES SEE iNE DERV PRESSUi� CWIRi BELOW. 8. 000RS ARE IMPACT RATED AND DO MOT REQUIRE OW -WE APPROVED W= RESI5TANT SH07ERS. 7. Mt1Mi-1h10E APPROVED Ofi= WWNr SHUTTERS ARE REQUIRED FOR swam 8 SiDEUTE5 ARE AN OPTION AND CAN BE USED 0V A MOLE OR DOUBLE 0ONFMIJIMM Feee sheets: 24 ga.(D020 Mk* wn Oklmse, Gdvor&ed Std A-525 irorxrt WW 9�y ' per ASTM 820 wffi overage adWrmn yidd strength Fy(ave)m24,8D0 pal JE1D- E pdyatyrm with 1.0 to 125 Rs./M dm*. by Dear &net Cmainettmc The active art hwetive panels are mftcted from 246L (x020' mhf.) golvat*ed steel The face &bad tops mW bottom are bsbt DO' awn 0m tap and battam raft flw top LVL mil momm 1.87 wlde x 1.042' btgh The deal bottom roe Is m5 lammed 0,021' gofvm bed stetsrr�� 1.57' wile x 121" high. The aides of Nw faces me MR for mrto Ste LVL tom so mid Pandaoso Pine NW s8te whkh rneosore 1.87 x 1.0'. The fmtetbr aov4 is tined va pofyslyrmw. The AM sheets are to ft paystyrene. itxertfie to from 244.0 (0.020°a&) galvanised std The edges of @w face sized ore bed W ON the care mt gluedto B The gkb ponds we routed to receive the ODL Lip Lb Frame or Uw opgod TA* Ught Frames. (See AM 7 for gtaft stow Are ft how are U d w/ compotow on Hw exterbrfmrrro Csi;stn,ettan The frarrwe are oortshacted from Pond"so Pine joas ftowbtg 125' rW x 4.5825' deep The dear mtd smote head jwnbs are mortised art butt johwd to 0m tilde lambs ort oft ched with (3) l0k 2' x 7/IB' crown Are staples. The wdts we o slandord bunp face Pwage threshold awoswtmg 4.041'#v x 1.0' h4OL The Undxttd M attadwd to 7025' MAIL OA FRAC WITH M 75' 75' ULL. iYP. I.W. TYP:as1DTH , r SO' WX OA PAM low 8125' MAX. OA FRAME HEI O R75' -j O.Or .875, iYP 37.75' MAX. OA FRAME WIDTH 38' MAX. OA RAVEL WIDTH Ow mnn m mAPACi llMT lJtkt vrtsvr0 FROM EXIEI�OR J75' Up. 107 MAIL OA FRAME WIDTH - .125• .75' MULL 3&825` MAIL OA 8AR Tin PANEL Win 3' MNL OA W/ASiPACM. PANEL am ® ® ® c +57 87 psl ® ® BURM own Rww 407-644- 8D' 80" MAX. MAX OA OA PANEL Fri. HBDHT ttEtglT ® 8125' 81.25' MNLMAL OA ® OA 0 94ME FRAME HW HEIDHT � go 0.75' -1 p,B2g• TAS99 t: M" ROM RANO-10M WIl1FR NXII96111 allow is N1= r) u� 00) +57 87 psl rVO411=4 Ngitatly signed by Hermes F Norm PZ asson: am approving this document W& 2012,05.0117:5135 -04W F. 15.5' MAX OA SIDELtTE FRAME WETH 14' MAIL OA PANEL WITH s' MAX. OA DAA WIDTH 83. t2r MAX. OA Ua HEIM It ,p:x'r i1�'iTa:�eT�'TlTa.axaa; 15.5" MAX. OA SWELBE FRAME WIDTH 14' MAX. OA PANE. WIDTH S-2104 _.L oF. u� BURM own Rww 407-644- S-2104 _.L oF. 075* MIN. cmatw 0175, WK CONCIRETEI Em O)ST. MASOW n5l EDM USE MASOW I.W By 0 I.SD* By AM AM aa aa 1 44 1 waff FRAW kM SAL AND OAW (FAW =0 PONDBOA FM I MOD I PMPWW Ar MAX SEE DETAIL 7 $ HIM SEE DETAIL 7 an -Cfw 5 ON SHEET 5 5EE NOTE 6 ON SHT. 4 SEE NOTE 3 ON 0 Siff 4 1.750* MIN. PANEL Tw PANEL 711K. SEE NW 2 ON SHT. 4 AM 4 am THK offnm 81.25" 80.01 alz 80.0' MAX MAX MAX. SEE GLAZING MAX OA OA UEIX(LS, SHEET--,, OA PANEL FRWE HOW FRAME 7 HEM HOW SEE WE 2 ON SHT. 4 SEE NOTE 6 ON 10 SHE 4 2 U K= 8 ON 1 SEE3 SHT. 4 SEE SEE DETAIL 7 WE 3 8 12 ON SHEEP 5:. t. ON 4 311 is. ............. • 1.25, COWAMI EMIL --i 1.75' 150 CONCIREW MASON11Y MIN.M4S0NW aa BY apm Aft EDGE By OTHERS (D CAC N.0 ATSMIDELAE WSASHIm 1 44 1 waff FRAW kM SAL AND OAW (FAW =0 PONDBOA FM I MOD I PMPWW Ar SEE NOTE 4 is O 4 5 7 1 15 ON SPIT 4 2 21 4 34 f 6 5 8 3 20 f 9 2 SEE NOTE 7 ON SHE 4 a. gig 1.750° MIN. +O a PANEL THK. '• '' CONCRETE/ MONRY BY OTHERS 0.75!51 10 •' 1 f SEE 0ETDETAIL5 f i 10 5 /// / • a •" 0.75" AOL�e a ON SHEETS SEE DETAIL 5 / EDGET .. +• ON SHEET 5 '� • e 0.250' MAK �i RI ON's CROSS S_ ECifON H Z NTAL CROSS SECTION a . • • g � r SHIM `�✓✓ LA H JAbi �0 �17CT� �3_/ H1NGE J Oi SUUC (�— 0.250' MAX CONCRETE/ EMBED. SHIM umm EMBED. •' � r BY OTHERS -4 SEE NOTE i ON SHT 4 28 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 1 15 1 7 40 5 7 i f S 21 4 34 iL31' DIA x 9.0° LG AT 7OP & BOTfOM INA of :a SEE NOTE � 1 SHt 4 8 1.750° AN ASS]FAGAL TO SAL119�11E91i PANELINK NOTE REM 24 NOT SHOWN THIS ._ VIEW FOR ,C'rrurhq�i �..� �O S F. �i� {y OSi {OK SEE NOTE 4 4 tONO� C�� '•'�•• '• p �'� onTFr 9-11-01 ON SHT 4 SHEET 10 1 1* 7} Premed By: N TLS on. ft H RIZONTAL CROSS S ft1TONj� T •,.ru,. ®taL A PERM A ? et1Z1 0R0f5 �• S-2104 Phorre: 407-844-8857 ease wase Foy 407-844-2366 mw - or —8 L• ► s �s , rTZ 1.750' MqN. r PA NET. THK SEE NOTE 5 2 ON SK 4 SEE DETAIL 5 ON SHEET 5 1. SPAMW FOR ITEM 126 THE 110 x 1" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO TME 1NACiNE DOOR IS 51 19 20 4 31 SIR. 43 AS FOLLOWS: fMM RE TOP DOWN & RE BOTTOM LIN 1.0*, 2.5. 4.0. 5.5", 13.0. 1&0" & 26.0'. BY OTHERS 2 SPACING FOR ITEM 123 THE 18 x 1 1/2' PLASCREW is AS FOLLOWS: ATP & BMX HORIZONTALLY. SIDEL" PANEL 3.0' IN FROM EACH CORNER. 3 36 4 � ON ME MM VERTICALLY, FOR THE MELff PA+U- 30: 13.0. 2&0', 39.0', 520" & 63.01. °e ' A SPACING FOR ITEM /31 TIIE 160A x 3/4" BRAD TRY NAI. ATTACHING THE QUARTER ROM TO THE SIDEUTE AND y ITEM 19 THE 169A X 1" BRAD TRAt WJL ATTACH THE MULLION CAP TO THE MULLION LIAR VERTICALLY, 6 AS p FOLLOWS: TOP & AMR HORIZONIALY &FOR THE 34TER NEU 1.25' 91 FROM S" CORNER WITH ' (1) NAB. MID -SPAN. e \ ON THE SIDES VERTICALLY (x M' QUARTER gouND & MULION Go 1.25' FROM EACH END & SW MORE °. EQUALLY SPACED ON THE FIELD. " 4. WHEN ATTAMG THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 124 A /8 x 2 1/2' PFM WOOD SCREW. WHEN ATTAMING THE STRrrQ: PLATE TO THE JAMB AND SCUM JAMB AT THE MULLION USE ITEM J24, A i8 x 2' �. PFH WOOD SCREW. . • . 5. SPACING FOR ITEM 125 TK I8 x 2 112' PFH WOW SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULUOK ° a • ° • �. 6 AS FOLLOWS: 6.0' FROM EACH VERTICAL. CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, SLE NOTE 2 6. THE SIDELITE PANEL IS SECURED INTO T'HE maw JAMB W1 ITEM 129 SNLICONE CAULK ON THREE SIDES AND a ON SHT. 4 318" QUARTER ROUNDS SECURED WITH ITEM #31 BRAD TRIM NAILS x 314' LONG. 0.75" A N. SEE NOTE 6 � 29QN 7. MaATTACHINGTHE HINGE TO THE JAMB AND &a USE ITEM 127, A 110 x 2' FM SCREW. WHEN ATTACHING EDGEDlST 4! • SHT. 4 THE HINGE TO THE JAMB AND SMIE JAM8 AT THE MULLION USE REN /14, A J10 x 1 314' PFH WOW SCREW. ° 8. SPACING FOR ITEM 10 THE 16 x 1 1/2' PANNFAD SCREW (TRIAVTY UIEFRAME) IS AS FOLLOWS- s, SEE DETAIL 5 M= LIMAAK MM DIE TDP DOWN WMCet LY: 3.25. 18.0625. 328125. 47.5825' & 62625. 'e ON SHEET 5 SI CZE LIZURAME TOP & BOTTOM. FINN Ern, ONE (1) SCREW AT 4.4375'. 0.250• LGUL y 9. ALTERNATE CONCRi14USQNRY INSTALLATION ANCHORS OF EQUNALENT PERFORMANCE CIMC1DWO CAN BEL - Shw USED UPON APPROVAL OF THE ARMIECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE ITEM 151 WNEN INSTALLING INTO WAD SUBSTRATE AT HEAD & JAMBS USE 11134 125 WHEN INSTALLING INTO EMBED '; MLI.UM USE ITEM #16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SCUM SILLS. + NOTE 7 SHE 4 SEE NOTE 2r ON Siff. 4 ,SEE NOTE 6 ON SHE 4 0.750" SEE GLAZING DETAB.S, SIM 7 SSEE GLAZING AILS, SHEET 7 EXTERIOR 0.125' MIN. INTERIOR GLASS THK. HORIZONTALE:K�EC U :S F Ampumf n 11U11m NMI W. Rhos 407-844-M57 low en JWJ dei. as S. SAFFELL S-2104 --4--. 74.50' MAX. OA FRAME WID SEE:DETA,IL 2 _/- ON D' TYP 12.so° S. Or TYTYR _ V1/tl TYR 6 TYP. TYP. TYP. 5 SPACES ® 13.85° SEE DETAIL 5 sur ON THIS SHE MAIC oA FRt 1 AME SEE DETAIL 4 ON THIS SHT. I NOTE SHEET 4 MAX. OA FRAME / V— snw PL4 ASTRA a - DETAIL SMKE RATES TO JAMB 4 SEE DETAIL 4 ON THIS SHE g .15° MIN o C -SINK 16512 SEE NOTE 10 ON SHEET 4 1 F u1i1� NK FOR TM ANCNORs W •, •p '•� a 8-11-1 7 .i0 Prepmed ✓8^WAMMT.S iv sa 'moo'stem Dws, W. s-2104 Mmm 407-644-M57 er -_ of Fina 407-544-2366 m 94X OA FRAME IOZOD' MAX. OA FPAVE 0 - `ON s WAIL 4.50" TYP. iB.A1" IYP. 3.00• W. M 13.41' TVP. j 3.00` 6 T R TYP. 5 SPACES 0 13.85' 3.00' UP. - 10 SEE DETAIL 4 DN SHEET 5 6�n SEE DETAIL 4 ON SMEE7 5 SMIGLE ICOR lS9tH0i1T SiDELDES ANCHOR LOCATIONS tihfiM FROM WTEFWR 00' 1YP. �" 8.�` lYP .�° TYP 11 1 111 111 I it I. . O 5 5t mm 9-11-1 TYP. 1YP. SEE HOTS 5 grim= M)a ON SHEET' 4 SEE OETA9. 5 .. ON SHEET 5 a 18 35. TYR 11 ii 1i1 300'00" iYF ,. 7.OD" rm.. 7 nA• TVV SEE DETAIL 4 DN SHEET 5 6�n SEE DETAIL 4 ON SMEE7 5 SMIGLE ICOR lS9tH0i1T SiDELDES ANCHOR LOCATIONS tihfiM FROM WTEFWR I. . O Pr red 8r mm 9-11-1 SMA N.T.S mam Ph 407-644-6957s-2104 Ahe 407— W-9368 grim= M)a SHW 8 OF /AN\ BUILDING DROPS 127 W. Fairbanks Ave. Suite 438 A Perfect Solution in Every prop Winter Park, FL 32789 Cerdfirate of Authorization: 29578 407.644.6957 PH407.644.2366 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN. ine. Energy Saver/Contour Wood Edge Opaque Steel Ontswing Door w/ or w/o Sidelites for Florida Product Approval Florida Building Code 2010 Per Rule 9N-3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Dors Swinging Exterior Door Assemblies Enemy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sddelites Steel/Wood 107"X 81.25" (Mwdn:um) Prepared For. JELD-WEIR, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 05/01/2012 Contents: �S F ♦♦�� . 'Z�. - ;O, _ - Evaluation Report Pages 1— 4 "lir `r/ONAI- E ♦♦♦ Installation Details Pages 5 1141,111111111140` Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date. 2012.05.01 17.42:30 -"W I /g/A\\ BUILDING DROPS 6 A Perfect Solation In Every Drop Certificate of Authorization: 29578 Manufacturer. JELD-WEN, Inc. Piroduct Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies FL*: Date: 05/01/2012 Report No: 2035 Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, Inc. based on Rule Chapter No. 9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will 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. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See installation Instructions S-2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. I. This product has been evaluated and is in compliance with the 2010 Florida Building Code, Including the "High Verity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non -impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. S. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See installation Instructions S-2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS FL*: Date: 05/01/2012 A Perfect Solution in Every Drop Report No: 2035 Certificate of Authorization: 29578 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201-94 • TAS 202-94 • TAS 203-94 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management institute (FBC Organization #: QUA 1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 /2/,\\ BUILDING DROPS 6 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: FL*: Date: 05/01/2012 Report No: 2035 Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. 8. For concrete or masonry substrate where one by (1X), non-structural, wood bucking Is employed, use 3/16" diameter I1W Tapson type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter I1W Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (S-2104) for anchor spacing and more details of the Installation requirements. Design Pressure xx, oxxo x, oxo, xo, ox Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 6 TYP. 5 SPACES 13.85' BUILDING DROPS A Perfect Solution In Every Drop Certificate of Aathorizatim: 29578 FL#: Date: 05/01/2012 Report No: 2035 installation Method JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 4.50' TYP. 16.41" T1P. 3.00' F0101001-,* TYP.13.41' TYP. A0TYP.6.00' TYR i0w TY . oo" TVP. 6 1 1 11 I t Ill III 1 1 11 1 1 6.00" TYR 1 1 r ! I ! 1 00" TYR 1 1 ! 3.00' TY 3.0 L- ` 3.00" TYP� 3.00• TYP-•! L- 7.00' TYP. � j�7*0Go- Typ. �«J _7.00' 7YP. 4.50" TYP. 9.00" TYR 3.00" 6.58" f 6.00" TYR 100' r I r_7 00" TYR 6 TYP-M I 1110111 1 1 1 1 nllllfff 5 SPACES 13.85" ( I 1 !r 00" TYR 3.00' 7.00" TYP. SP @1 6 SP, 1 io" 25' P. Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5