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WS-13-1364 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-193790 Permit Number: WS-6-13-1364 Scheduled Inspection Date: August 16,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: WHITNEY, ELIZABETH Work Classification: Door Replacement Job Address:10928 NW 2 Avenue Miami Shores, FL 33168- Phone Number (786)329-9000 Parcel Number 1121360020210 Project: <NONE> Contractor: SAB CONSTRUCTION SERVICES INC Phone: (786)413-4101 Building Department Comments REPLACE 3 IMPACT DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 15,2013 For Inspections please call: (305)762-4949 Page 4 of 29 g ORES Miami Shores Village Building Department Moog go 10050 N.E.2nd Avenue Miami Shores, Florida 33138 LN-%Z-fV Tel: (305) 795.2204 L0R1pP► Fax: (305) 756.8972 June 29, 2013 Permit No: ws13-1364 Building Critigue Review 1. This is not a viable solution for a garage door. Please provide impact resistant garage door. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. St�oREs ... n.�.� Miami Shores Village � Mo�o Building Department RiD�► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: W u� DATE: k �2 113 i V�h (NAME) • Contractor • Owner •Architect Picked up 2 sets of plans and (other) 10 0 N W Z Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building D rt en to continue permitting process. Acknowledged by: c (Signature) PERMIT CLERK INITIAL: RESUBMITTED DATE: ��/ r /1 .�D, r PERMIT CLERK INITIAL: � d Miami 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 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No. ws- -13 13(o Permit Type: BUILDING ROOFING JOB ADDRESS: 10928 t4V Z Ave r ue_ City: Miami Shores County: Miami Dade Zip: a3i(o8 Folio/Parcel#: // 213 (coo 2.0210 Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): l;XAfff' rhone#: 8 3Z qoo• Address: 107-8 2 4ve-nye_ City: Aam i TAoe*s State: Zip: 3,31(P e, Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: s� 4 9 Cnlm��j A v s.,:c�c• Phone#: ts� 413-,gl01 Address: q7-3,? Sw 22-.7 :54. _27 City: CuA_'— ' 3 'State: Fior;d a, Zip: 33 1 RO Qualifier Name: U\JC A C• ovatft Phone#:f?$(o�2Z7-(o38O State Certification or Registration#: /50 / Certificate of Competency#: Contact Phone#: (of 5"93-qo-T/ ss: AKrA Gu,^-tAetATonScS -ger5_ee>oA DESIGNER:Architect/Engineer: Phone#: Value of Work f 's 't: Square/Linear Footage of Work: Type of Work: tan ti '"` ONew ep iti Descriptio or frti azf q4 I VE M, Colo"thru d1e: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ TraininglEducation Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ i V Bonding Company's Name(if applicable) ` Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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. "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 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 Signature Owner or Agent e� Contractor The foregoing instrument was acknowledged before me this ! The foregoing instrument was acknowledged before me this day of L/ ,20 1.3,by day of�J l ,20/-3,by , JD�- Jb r� who is lersonally l�ow>1 to me or�v}zo has produced who is perso lly known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Si Print: t Pry-S COW.Wnn 4W 14. #► 9�18� My Co es: 0"60l1� s i ft"hm toaOU IIMWgI lkYry 1111 APPROVED BY 1 Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Itevised 7/10/2007) J Miami Shores Village g p -- Building Department JUL 0 1 . u13 10050 N.E.2nd Avenue Miami Shores Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 T' \/ INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 BUILDING ._ Permit No. PERMIT APPLICATI , 9 19 s Permit No. Permit Type: BUILDING 1 OOFING JOB ADDRESS: viz Z /Tang City: Miami Shores County: Miami Dade Zip: dz Foho/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): ;,ems .'Z�-i 1A.4neu Phone#: t 7Z Address: Aa-a l A1 4z City: bA,d S L-r`81 State_ Tenant/lessee Name: Phone#: Email: fgLA- CONTRACTOR: Company Name: 6 t1 hone#: 7AK° "�(�� Address: 92. sat -�„ City: Stater_= Qualifier Name: Mo"On 7' Phone#: 7,?Z.- ?Z.2d,"jfa a State Certification or Registration#: G l.0 3 Certificate of Co m etency#: Contact Phone#: '7f 6- *13 -4,401 Email Address: er, �t� f' � /�'��✓G1� C-n.� DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ , yoy Square/Linear Footage of Work: Type of Work: .` °" ` A,too Aai� era ioq. ONew r , eit�30 ,•��:pnolition Description of et6o� 6eB�°�V , • '' R t .pS 4pP� 9tiYa� waenCe.s' s.F S NIUSAS T , �2A��t9M�s°,::ot�tt.��"�•y��o� .�„ � ,�a�l ttsta_�A� COZOP thru d1e. Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ . ° I Bonding Company's Name(if applicable) . F z Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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. "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 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, Owner or Agent Contractor The foregoing instrument was acknowledged before me thisJ°-C The foregoing instrument was acknowledged before me thine, day of 2"1 ,20 13 ,by :1,.q b A WLJAe day of 2 ,20 13 ,by ('c,ao� �• , v �: , who is personally known to me or who has produced who is personally known to me or who has produced DL, As identification and who did take an oath. h J as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ` •y �.•�"r Print: GMA �+ • �h► .Elm Nhr 21.2017 � 1W 21.2017 My Co •., �• �i ff 000tH s• ��, s3d� Ff 000101 " Q�d�d N Ape B Tkup [bury�4ff1 APPROVED BY 4 Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009XRevised 3/15/09XRevised 7/10/2007) I 1 JUL ® 1� REV FIELD COPYv -H 4D 1 IV L'ML' N� 1 } Z M V) Z s M ,i i Shores Village a® r( � APPROVED BY DATE ZONING DEPT B'_DG DEPT t SUBJECT 10 CC;P,IPlYNCE WTRrI ALL FEDERAL STATE ANv C jN i f r tjL-_S AND REGULAMNS I 02ST � �v RAMMS - ENGINFFRING, I.N.C. Kd = .85 : 2100 W 76 Street, .Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. FI# 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Intarlor&Exterior Zones(445-Walls)-Positive Pressures Exposure C For the :175 mph Wind Zone CATEGORY 2 Effective Wind Area' or, Tri utarry Area in Square Feet Height 10 20 .30. 40 50 60 (Mjwdmum) 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 -38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 .44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 - 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 .44.2 43.6 50 , 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 ;.Walls) Negative Pressures Exposure.0 For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30 40 50 60 Maximum -1.10 .-1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43,2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 . 40 -53.6 -51.4 -50.1 . -49.1 -48.4 -47.8 - 50 -56.2 1 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 1 -55.8 -54.4 -53.4- -52.6 1 -52.0 Exterior Zones(5-Walla)-Negative Pressures Exposure,C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, TH utary Area in Square . eet Height 10 20 30- 40 50 60 a)dmU -A A0 -1.29 -1.23 -1.19 -1.15 -1.13 'E5 54.1 -50:4 -48.3 -46.8 -45.6 • -44.7. 20 -57.2 =53.4 -51.1 -49.5 48 P =47.3 ` 25 -59.8 -55.8 -63.4 51.7 Q -49.4 a 30 -62.3 -58.1 -55.7 -53.9 '4=52.6_- r: .0 A 40 -66.1 -61.7 -59.1 -57.2 -55: 50 -69.3 -64.7 -61.9 -60.0 -58.5 60 -71.9 -67.0 -64.2 -62.2 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whit evor is sma r, but not less-than 4% of least horizontal dimension or 3 ft. (h = mean roo height in feet). NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. i MIAM MIAMI DADS COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11905 SW 26 Sheet,Room 20 . AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(986)315-2590 F(786)3I5-2599 NOTICE OF ACCEPTANCE (NQA) I +mlaaaegov�t: Amarr Garage]DOOM/ 1165 Carriage Court Winston Salem,NC27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami--Dade County PERA-Product Control Section to be used in Miami Dade County and other arm where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade Comity)and/or the AHJ(in area other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform In the accepted manner,the manuthchm will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction.PERA reserves the rl&to revoke this acceptance,If it Is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRI MON:'Xodel 950 Heritage&655 Oak Summit 100%2000 Steel Sectional Garage Door-up -to 9#-0-VrAk APPROVAL DOCUMENT:Drawing No.IItC95W180-21,titled"Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000,Short,Long,Flush and Oak Summit Panels",sheets dthrough 3 of 3,dated 03/14!2003,with revision B dated 10/13/ 011,prepared by Amarr Garage Doors,signed and sealed by Tomas L. Shelmerdine,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. bUSR E 11WACT RATING:;Large and SmaRMIssile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,3800 Greenway Circle,Lawrence, Kansas,model number,the positive and negative design pressure rating,indiede impact rated if applicable, installation instruction drawing reference number,approval number(NOA),the applicable nest standards,and the statement reading`Miami-Dade County Product Control Approved'is to be located on the door's side track,bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been Sled and there has been no change in the applicable building code negatively affecting the performance ofthis producer. TERMINATION of this NOA will occur after the expiration date or If there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be causes for termination and removal-of NOA_ ADVERTISEMENT:The NOA number preceded by the words Miami Dade County, Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A.copy of this entire NOA shall be provided to the user by the manuiircturer or Its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#09-0604.03 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos X Utrera,P.E. NOA No 1 ARX121 Expiration Date:September 4,2013 Approval Date:May 3,2012 v •i P1ge 1 t t Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000,Short,Long,Flush and(ink Summit Panels",sheets lthrough 3 of 3,dated 03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and sealed by Thomas L.Shelmerdine,P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654&ASTM B117,prepared by Architectural Testing,Inc.,Test Report#A7420.01-106-18,dated 04/12/2011,signed and sealed by Joseph A.Reed,P.E. 2. Test report on Forced Entry Test per FBC,TAS 202-94,prepared by American Test Lab,Inc., Test Report#ATl[NC 0912.01-11,dated 10/l Y2011,signed and sealed by David W. Johnson,P.E. "Submitted under NOA#I2-0228.09» "Submitted under NOA#08-071&01" 3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 9'x 7'Model 950D Heritage with Durasafe,24 ga.Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test Report No.ATL 0311.01-a3R,date.06122/2006,signed and sealed by David W.Johnson, P.E. "Submitted under NOA#0"50101 4. Test report on Tensile Tat per ASTM E8,prepared by Metallurgical,Inc.,Test Report No. 3DM 297,dated 04/09/2003,signed by Robert Kelly. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions,P.A.,data}01/25/2012,signed and sealed by Thomas L.Shehnerdine,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions,PA.,dated 04/18/2012,signed and sealed by Tomas L.IWImerdine,F.E. �DtZ• Carlos RL Dtrera,P.E. Product Control Examiner- NO*No 12-022&11_', Expiration Date: September 4,2013 Approval Date:May 3,2012 E-1 I CAMO OADJLWP=rApEDD W 00 1/4 p IUMiE anMDiB GA Mfl aRArIW AnAM To V®a e e e X LT°NUT PER _ ,/f� V/4W4). V VTRACK /W k x-I-x�6R SILTS AND m e•TIDIX � A Aaaa ai TS earn 3 6/B•=A R- AnAcm tpyO,�{v�{vp�xg� 81�V8 13 BMV.C dr. V/Be HM x 5/B' VW U"4 M 1AP T ATT y rDl IPJ1D SCE AT �pp LW IQAD jg;z @'1a BALL BTFEL I�NTfat e/aAIiPD�ON�Pp.T687at goal= LDDMWN .. MUM= tN BTER R®ASR LTtnPAl �38+J'Ut14JI�S- fo-ao TAANf �a18 A ra�TS .4DIB ww DLL.1 LAO B= BP��1P ,s s a mare PLR sm7um am1`, 1!rZ ' x ' GP eTRYT WARM 2 R8 a 1 a o a A 3w"xu6A a6/e• 0 • MAI R-Ta m 6ALV.gm R-TRlp3 ATTp V/W LM x B/8• �� TABLE 4 DN PAID:3 3EE RABIE D @1 PAtg e - ffi ' IEx!R'AD MW AT V=END Fmt STII.E 0.A NT PoR DTmr ` sm ARB 161 v4•x WW!�f MA% R$=a AT Ow mm tA�SIDE ELEVATM AN A%X 61.19E Bun= IP DA DDNABAP'L P T UrT ELBM mx A4 Mfig` Win 14 M 4C �6 lo'X iffJ�D aIREYS, 7yp Rpyg /�� mmo B(8'_P�g1.R- V,@1m AnA91ED VHiT6 ERWL6 ', A A3N W88�8RDI(® n x Ue�7c TV V/ v4 - SMON k—A�VrEV7l<' a tffimm 7d@ Ei/m BE tit � w.4s. 4 °enaurar IF.14 4 St1E rr. 3 vea 11Pt36NAi EEt a�°� Py Cr.,�ij�03OV v /r"Nix Laac a+ro vERTreAL fi tom:. o��;.•�� AR a�� 1�'aB slTr�+s a+�p lg�x H0 6t►4@679 �' r;N BA6 x1B/0'L(W LARGE MI SSLE � � .. �`; eD DA a1 v.git�t r]ra BTaE m PER e'80BA aT rn *,,V'•.Q f;:�'J'e�t9�� 3 ►0ID 9 g Anaa¢a m1n1 rn Tat-1 wua T B,g• ,'��ic�H�IA,*- ,� TLiW ATtO+NID m3-Ti-°r r6� AT IMPACT RESISTANT •• sDmal ro A Fff Ad.T RE►AIIB Ap e �7 ROfIFA e ----- � -- 166 CM WBOTWOLM NB. 00 sumom Sam sum= im em lYwm ULM sgasr. on PAN= aD WLT A=WT PER VCR_qg ,.rtnauNN t3€TAtL c 4 �� R SUKI er u9 oes maps 010-959-18-21 �¢me=WLtryPLMNx=W$W 1 9 3 T. 1 i TABtE2 SPECFIQATIONS AND NOTES DQj SgWr.SP (AS W ON RECOMMEMED 1.ALL IME LOAD FROM THE�t Oi 7RANE�ED TO THE VERTICAL TRAM — _ -DOM ---�EG'E�4MF�HF�; FROM THE TRICK THE LOAD IS'IRAN D To TF{g V0ti1CJ1L JAM SBOMN C(��JRA'F�ON MP THE MORMMM JAMB OR HEADER RECEVES NO PdtT10N OF THE LOAD A' B D D. E F t3 H 7 t T Mm � #3 #4, #6 #6 #7 #8 FROM THE DOOR. 2 EACH CAL JAMS MA70MUM DESIGN LOADS OF: a a o n a a a u « +230.0 LOSST –271.4 LBS 13'60 12101210 21 21 21 8 18 21 3.DOOR AND HARDWARE YMI BE DESIGNED.MANUFACTIJRED T 5 1!2° 18" 761 AND BISTALLED TOTH STANDARDS AS SET FORTH BY DAW A. 12'60 21° 18• 18° 18" 18° 18° 18° 21" �TP/ �tee 'ExrE�oR�aN 8' 61/2° 16° 340 62° 7W 88 9!2° a DOORS UPTO 7V MON WNW OF(4)SEOVONS AS SHOWL USE(1)3 8/6•R–TRUSS PER SECTION 8' 6112° 13° 31° 49° 67° 86° 1001/2° 11'8" 218 21" 21" 180 18" 18° 21° & P��(4)SECTIONS REFER TO TAKES 1 AND 2 7.SUPPORTDIO STRUCTURAL ELBMTS SHALL BE OESIONED 10' 61/2' 18° 370 68° 76" 84° 1121/2° 10'60 21" 21" 210 210 21° 21• TED TO O�L°ON THIS DRAWNG IN AMMON& THIS APPROM AMMMS THE AMNUFACNRER TO DO TESTING OF ALL W n « « a OF02 FWMATE DOOR ENS SHALL BE CUT FROM EACH COL�ACCE"ANCE. 11 51/2° t60 34 70° 88° 108° 1241/2 9'8 121F118"118" 1 18 29 TESTED ACCORDUS TO ASTId E-9 BY A WOE COUNTY APPROVED LAB SELECTED AND PAID BY THE MORWACR�ER. EVERY 3 MONTHS,4 TAMES A 12 6112° 1 37' 68° 79° 100° 118° 138112" 8'8° 1" R MD TIONS"�n+AT'Ti�TOSPECDaF�WERE SELECTED FROM COLS AT THE MWXACiTIAER P�DUOTION FAC3ITM AND A NDTARMED STATEIAW FROM 7HE MANIMCTt M THAT ONLY COILS VATH YM.0 STRENGTH 13' 61/2° 98° 37° 68° 78' 94" 112° t30° 1481/2° T 8° 180 °FCOUN�rr NOTICE of A�cxEPiar PaN41s F�DANE 14' 61/2.11 6° 37° 68 1008 121° 942° 180.1 2° -gF6" INTERIOR of OARac TABLE 3 MAX WIDTH 90* t 0!C OR TRACK AFfAGH EN7p, SPLCE r 119 1 N LOADS TM +230.0 LBS/Fr SEE NOTE 2 –271.4 LBS/FT ! AtWMDWFM,MYB.WAWAM SM W. 3" 14" 2T' 38" W. 56" �" 78 88" a IITI�DRICY96 9 3" 14" 27" 38" 46" I 56" 68" 78" 88" 100" +'�Pg 4• F sarr ag 4�@�°�v�C�Po19fi qQ/i"' - �PST +°Z`: M 0040579 .10' S' 14" 2T' 38" 146' 15(r I 68" I 78" I 88° 110(ri I 112" �+• LAW MWSLE OF 1,14 11' 3" I 14"I 27" I 38014W 1560 88" 100" 110• 124" R WAANCE �.,��''•.-4 aft.... NA °jttNrlBIMSN�� 46" I 56" 68" 78" W. 100" 110" 122" 136" 1 R R R F 13 3 14 27" 38 1 � 46 56 R 88" 4 R 122 a 134 140" M WM„WWjMMM 1 redwim mom on MftngL M oaTC eT� Y�iY 1e4 io00.9060- em onam 160” - - _ SKI ' 'on o1/�m ° I Ara.TRAt9C ATCACd0tEN1'SPAC&VG+/-2°AC1.CVIED�SYP Otr.sT�Na E OR e��Y,. 51 Mom Aal on -09-1&9-21 -- I WOOD JAMB ATTACHMENT TO STRUCTURE �Y 6 VERYMAI:laem A7TAMMqu Y[I�F SIIIVROre aiu•x a'LA6 sQmvs sTARTtr�t.•FROH ENDS THEN elr ac a I/8'FroIEM=m eB x%s6 vr�ncat�s attaeNH¢H►To ease ast r��?e FOLT�KVOf 8mT 3!@'X4•STARTOA3 B•IRON EN0.S TMJO 84•LC.OI IM DMOMM HRJT SLEEVE ANCNBi 3/8'%L+-0/4•STAR71*Hi b'iRmt EM TM W=G 1/4•DMEMT) ITY/RNTSET REOFR;AAT tTIdJ-8®.A 3/8•X 4•STARTIIIG 8•ill ENDS 7M 84.O.C.M IM 4'R U'TITEN &W CT•AP AT b•_AC.C 1/8• b• PAIRS OF FASnatERS HEM arA CC-f.'Oti II aSCVR4E•HS 6•FRID/ETm3. PAIRS Dp' TI V4• EMBEMOM ML USE FASTS FOR F MLW C-W X= ■LAOS AND RILTS CAN BE COUNTESS M TO PROVIDE A FLUSH KMNTDO SURFACE. IPREPARATIDN OF WM JAM 3T OMM STRUCTURE STMITIM � G�UTED fit'11D1 8-3/� 1-L8•m 1 im o P R!T emamcwm mm A mammW1vWR1CN03M&FMXOj±_LMW B 110T®AR09lRI S?/I!(II qd.' eeeee>srs•�6E�3t��G i 9 - Y.1SE -Sa3 PSF '-Az a�• No 8048579 g LARSE CT -�, •+cC SOP•"�Z'rr a ROBSTANM �unrna� AWA7 in rrnPrmlerem Nm 9=VWVAVALM NEM go im em MODM IBM.Lm SMUMUM an ou eomam 4 loco.am PaIUM fit+ TS c OZFMRAMM =I oney ou B a�P�r AS i�o own ow J Q J eI6L8 R -21 • I JUL 01 2013 REVISON (; ITYV ¢ CopyC3 I' �o z � ' vi t ' as • -Z -Z : 9Y W x IM P—mi Shores Village APPRObE_L) BY DATE ZONING DEP F � 31 DG DEPT SIjBJECT 10 C(,NIZV NCE WCPri ALL FEDERAL T";TE ANJ CC-UN t f rtCL=S AND REGULATIONS RAMMS - ENGIN.EERING, [N.C. Kd = .85 : .. a 2100 W 76 Street, .Hialeah, Florida 33016 FLORIDA BUILDING CODE,2010 Robert S. Monsour, P.E. FI# 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DA►DE 175 M.PH WIND ZONE Interior& Exterior Zones(4&5 Walls):Positive Pressuresa Exposure C For the ;175 ' mph Mind-Zone CATEGORY 2 Effective Wind Area or, Tcibuta Area in Square Feet Height 1-0 20 3Q 40 50 60 Mum 1. 0.95 o.92 0.89 0.86 15 38.5 37.5 36.7 36.1' 35.7 20 42.7 40.8 39.7 38.9 37.8 25 .•44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 . 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 .44.2 43.6 50 . 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2- 49.8 48.8 48.1 47.4 Interior Zone (4 Walls) Negative Pressures Exposure.0 For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30 40 50 60 Maximum -1.10 .-1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 .-43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -4342 30 -50.5 -48.4 -47.2 -46.3 45.6 -45.1 . 40 -53.6 -51.4 -50.1 . -49.1 -48.4 -47.8 - 50 -56.2 -53.8 -52.5 -51.5 -50.7 L -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 1 -52.0 Exterior Zones (5-Walls)Negative Pressures Exposure G For the 175 mph-Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30- 40 50 60 mum .A A0 -1.29 -1.23 -1.19 5 -1.13 :16 -50.4 .. -48.3 -46.8 5.6 -04.7. 20 -57.2 -;53.4,, . -51.1 -49.5 ' -4 : 47.3 . , 25 -59.8 -55.8 -53. -51.7 ::5, a=t°` 4 9.4 30 -62.3 -58.1 -55.7 '-53.9 `-52.6_ 40 -66.1 -61.7 -59.1 -57.2 50 -69.3 -64.7 -61.9 -60.0 -58.5_ VA7.3 60 -71.9 -67.0 -64.2 -62.2 6 Q, Length of End Zone (a): 10% of least horizontal dimension or .4 h, whic everis sma r, but not less-than 4% of least horizontal dimension or 3 ft. (h= mean roo height in feet). NOTE:AN 8%REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS: MI MI� NIIAMI DADS COUNTY PRODUCT CONTROL SECTION D®T OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Sheet,Room 209 . AFFAIRS(PERA) Misaki,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(78G)315-2599 NOTICE OF ACCEPTANCE (NOA) miaa��lM1n�� Amarr Garage Doors. 165 Carriage Chi .. Winston Salem,NC-27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction mateials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade Coumy)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufactiuer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction.PERA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approval as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Model 950 Heritage&655 Oak summit 1000,2000 Steel Sectional Garage Door up to 9V411 Wide APPROVAL DOCUMENT:Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000,Short,Long,Flush and Oak Summit Panels,sheets Ithrough 3 of 3,dated 03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and sealed by Tomas L. Shelmerdine,P.E.,bearing the Miami-Dada County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,3800 Greenway Circle,Lawrence, Kansas,model number,the positive and negative design pressure rating,indicate impact rated if applicable, installation instruction drawing reference number,approval number(NOA),the applicable nest standards,and the statement reading`Miami-Dade County Product Control Approved'is to be located on the door's side track,bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been Sled and there has been no Change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change In the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with arrjr section of this NOA shall be cause for termination and removal of NOA_ ADVERTMMEN1:The NOA number preceded by the words Miami-Dade County,Florida,and followal by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the uasr by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 0 09-1604.03 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos 1VL Utrera,P.E. NOA No 12-8228.12 Expiration Date:September 4,2013 a�IZ�41- Approval Date:May 3,2012 Pie 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS' 1. Drawing No.EW-9509-180-21,titled"Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000,Short,Long,Flush and Oak Summit Panels",sheets lthrough 3 of 3,dated 03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and scaled by Thomas L.Shelmerdine,P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654&ASTM B117,prepared by Architectural Testing,Inc.,Test Report#A7420.01-X06-18,dated 04112/2011,signed and sealed by Joseph A.Reed,P.E. 2. Test report on Forced Entry Test per FBC,TAS 202-94,prepared by American Test Lab,Inc., Test Report#ATLNC 0912.01-11,dated 10/13/2011,signed and sealed by David W. Johnson,P.E. "Submiged under NOA#12-02211:09" "Submitted under NOA#08-071&4X" 3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 9'x 7'Model 950D Heritage with Durasda,24 ga.Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test Report No.ATL 0311.01-03R,dated 06/221006,signal and sealed by David W.Johnson, P.E. "'Submitted under NOA#03450101" 4. Test report on Tensile Test per ASTM E8,prepared by Metallurgical,Inc.,Test Report No. 3DM-297,dated 04/09/2003,signed by Robert Kelly. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/251012,signed and sealed by Thomas L.Shelmerdine,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code c ortformance to 2010 FBC and no financial interest issued by Structural Solutions,PA.,dated 04/1812012,signal and sear by Tomas L.11WImemrdine,P.E. Carlos K Utrera,P.E. Product Cgatrol Examiner._ NOANo_12-+ d=12 ' Lspiration Date: September 4,2013 Approval Date:May 3,2012 E-1 • AM � � Ei� �iLAa ln t Arta©®To v® ,T 6wr PER u ATMOU �6 � V/l31 8pS WA.%1-8/8'�p 88LT8 AND T6,•/ .. IDCf HTAD b' t8 8'TIQCIC QA I�DDIDCiAL iRaLTI Y/Tp 1/4'-80 x aR TRAaf SPo.iCE PDlTW6 ATTACHED Y/ MLU An MRS (B 1/4•uag8/8' rS7A 18 W CALV.CMINDMIAL a 8/8'B800.V 0 1/{x SM IM L4'. r Lg= ..k T8P IF]I IFAB WR AT MRS w EMfi CEATER 3TRE PER$PACKET N BMTEHRO<IA:R �j 81WRB M"LOO/ArogN�, -- B 14-DOS , q yaw WIN CIA.s 1-a !8 RAffiE 0 ON PAW 8FM �5+ OEMUN cmDlmau �--- ----- - - d D%b:T"am - 4-Im Pia 3m== ��'. Ar tJ1CUm iOa W R . CN TV VwfM 1 @6Y worm G 7) p AgvFm3T%uT +'a'* LT E AA A CFAKE W ON F" 6 Y 1 im am 7iw*cwfmw A'Odglm w[l:1p_UO3V-%" C R-T QaLV.SIFT A-TMMS SGT:TAMLE 4 CR PASS:3 SEE RABLE O ffJ PAS B �M T'a' J 1 YWI V4 EAtl&W LT8!SURE PiACE%EM PCR STAtIT SPAlm SM AND 0 1/4'■N8'H®1 HEAD mm AT Em CEHRA -r MAX S= ; E U"AM NJ ADJIMTABLE 8L�DNM= MTa . ATTACHED Y/fID 1/4-M m DD®Hum]/p ATFAMUATI U ROM PANEL 9/S'TRACK DCLT3 AMID w�NFAD••8� 14 GA A. AMSTAXE 7yp ppyg /�GMT ILE •%am IR1f HO�Y� ATTAEHED VFMS ESIMLa 1 A A I7pA91m►1m&64FWmID N-9-1 6A1 MTp �pS vi 1/a><are' ► -A-A-(�E-yIE>1r}-- 0 �ID�� WO uc O sDSays caraw� --r -� __ __ ----- 1 s¢� a�ODUUDDOAOo a�� r r4 °°oe� 00, 43 n� sLme 1Hra v �P1I�OAL HE7 �.. +514 ESE qs®°° �1...... EN F•9p�•y NEW smss � A ��x - -�s t� ��+�'�'•Ido tlt148b79 $S W4 READ SUM LARGE M{ SSLE LAM •• F �� e, Q..dtis• SAW 1qp. 8A8 %1 8/8'LAS S,A v 81PACT OiyQ�1.4 efl O'A•�`��` 00�A p'ppy{g7µm'g�g1 > 'M%�' IMPACT RESISTANT ° �hi is TCH-L-LOC AT Tld Tfp AICt T "MGM AM1 BTT®A TRARB T S 2 W✓ O HID DACE�Qfl RR NO _-_ momm ONO>MWA08 $4 OR 10D0. 6'8101 1BS1.LR /�0yA�a//4 i4 --. imm an ux BIi76�-sE6 @A)1000.! Mew%SD VA NT1t Iff.AM i aH01�'.148E AMID OAS OMOW FARM V ■8/B'TtS%JC aw R-1liAISbY T ----- _ __ - _ = MR Ow DE Oi/Iv mm mm JAND mrancr °r PER a- rP erP rr� 'tP* 310001 A¢ DO Qa IRC-M-180-21 _. --- " __- QJO68 WEfO1L0E11011fEPLIR.Im $tfiJ 1 OF 3 TOP TABLE 3 W. 1 3" I 14° I 2T' I 38-- 144r 156- 1 68" 78° 3° 14" 27" 38" 46" 56" 88" 78" 9 46° 56" 68" 78° 10' 3° 14- 12r 38" 156. 11' 3" 1W 1 27" 38" 46" 46" 15T 48" 56° 68" 78" 14" 27° 38° 46" 56° 68" 78u 14' 3" r ALL TRACK ATTACIMM SPACING-+/—r AUMM TA8LE2 T11'FfI SYP QR SW-NO:2 CR BETTER ONLY j SPEOWICAnONI.4 AND Mobs 1.ALL THE LOAD Fawn THE OOOR IS TRANSFERRED TO THE WTICX WO*- FROM HOR MTAL AM OR HEAOERR FM VM NO PW11 THE LOAD ELLOAAD TRANSFIJFIED FROM THE DOOR. 2 EAM WOCAL JAMBS MMV¢MA1tMUM DESIGN LOADS OR +MO LSS & —271.4 LSS/FT 3.OM AND HARDWARE WILL BE DESIGNED,MANUFAMRED AND INSTALLED NTH STANDARDS AS SET FORTH BY DASMA. DOLLED F�i�M W BAKED ON POLYEM(.0216)MK E%iEtmOR SIGN 5 USE (1i 8 TO R Ar H=CONSIST—TRUSS PER SECTION OF(4)SEOMM3 AS OHM S. ��R(4)SECTIONS$EM TO TABLES 1 AND 2 ON MIMM OF GARAGE -+I MAX WIDTH WO', DESIGH LOADS +230.0 LSS/FT 91 NOTE 2 - -271.4 N84/F7 10 1 01SWU W Imm [am 181 I DEMNti- -- -: met DJ WMIMM MC-M-lW21 1RI1 2 W 3 WOOD ATTJAMB ' ATTACHMENT TO STRUCTURE FglT�i X 4`fi'fI�T 49 -P�1 amS TIEN 8a•DEC.M Ur WOMM Im n SLEEVE ANIDRN&W X R-aia•X=am FRI]M or TM le•=tl 1/4•EIODW#m 2TV/RA)ISE'f FAWW(TRU-NMT)3/8•X a•STARTNO b•FROM SIMS TM 84•0•C,tlR Ur 114MMM CY APARn AT 6'OC tl 1/@'0T) b EM6S,IM E PAIRS OF FASTENERS HILTI 1/4*�9APlZ4WMAT�O�G tl L��a'O DO 6 FROM ENDS,USE PAIRS OF UM E)IDED)ffiiT)90 USE FASTENERS FOR NOLLOV C-W SIMO ELAM AND IMTS CNi DE COUNIEMM TO PROVM A FLUSH MWINO SURFACE. WREPARATIEN OF V00D JAMSS BY OTHERS STRUCTURE 8TRUCTURE 7URE STRUM= 1/E' —4--6 1-f/R'MOi T7P.JAMD r R7t �Op101t Di0 A RI/i81RIASIQlR1C 408.9f6BRAAOD Gt-D-09 SAI . D O�AREffiD 10/0(0 � DU)X S03i ee/K/tlP/IqI 9'r 1M ♦♦♦♦p♦��,,, $lit/,/�11,I��i _GM3 F6fi ati No 8048579 •• $ LANE NO WAIDT y9p' At 0 RESTAPRM °+Y��is�OPIAea♦♦♦ ++++nt1/t�Ae cauears aom Nm e»vwm xotl>�oDO>MAW W4 go lom> 3 bD6 aes aQI1.-(84 Sy 100%am x NLAO IMCK cwuFtauRAtto ul mast od = WW COM mm _q TS r of eta #11 on IRC-M-•18D•-21 MM MWL00IMPLURNa W 3 E 3 Miami Shores Village 1 ' JUN 18 2013 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 FBC 20 t`3 BUILDING Permit No. PERMIT APPLICATION Master Permit No. 1 3° 1_62 ( 4 Permit Type: BUILDING ROOFING JOB ADDRESS: I d q2$ Af Vf )-- #4Ye- City: Miami Shores County: Miami Dade Zip: 331(08 Folio/Parcel#: /1- 2.13f0 -002 0210 Is the Building Historically Designated:Yes NO Flood Zone: i OWNER:Name(Fee Simple Titleholder): r/iZabctl.I VJ1,W,.e Phone#; 8 )3w- -7(.4 Address: f092-8 aw Z I\re.. City: 1 I &o S State: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: %? �� Ii� r-yic¢��°w�c. Phone#:fz q/3.q10 L Address: 543q z w 2.2-7 4 . W 27 City: 6+ter -944 State: Zip: 8s i$o Qualifier Name: 70CL^ C, 2vCc(e_ Phone#: State Certification or Registration#: C GC /J O ANS/ Certificate of Competency#: Contact Phone#: (8� coo J " : DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$° Square/Linear Footage of Work: Type of Work: ❑Addition a L(Alteration ONew ORepair/Replace ODemolition Description of Work: c� t v g p Q c� o y+S W n j;n g ®o , Color thru tile: o� Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE VA s it Bonding Company's Name(if applicable) ' Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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. "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 RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be prove and a rAeims� tioon fee will be charged. �u� 3 0�- 1 W�� J Signature Signature Owner or Agent Contractor The foregoing instrument w a owledged before me this The foregoing instrument was acknowledged before me this day of ZUAe., ,20[3 y day of Z70h 2 ,201a I y , who is personally known to me or who has produced .G . who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: " Sign:CAyr Print: Gr L 54-t4 �� .-- M Ae4w Perez Print: in No , aY E� Perez M Commission Ex ires: _' • + `•� 6n2 7D3976TT2 eCC:':ca..:��•id�DD97 M Commission Ex �' °EXPREScFAP:R.30,2014 s g20I4 VA 'JA.:iuNNOTARY.COm °peewlnla �n„"°(., rF'.Ut?(�OTARY.COm IDIIlS9 Ili SY iGi��3C3.'��CS�i��i��11"At'�C�t�C 9Y�3t'.1C��C7lCiGiti�itiSti'�"3C'1C 7C7}C7Q7Y3G7Y�'7ti'7Y�'x3C��G�iY�t32>Y3t3CitiSYS$SF3G��7ti'JC�C�'x'JG�C��C�C��7Y��.'�$G�iC�7Y�t��7$7Y7TCiC3C7ti��C� 7Y��G3t3t�2$��C , APPROVED BY Plans Examiner Zoning Structural Review Clerk MIL �I (Revised 5 (2/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Q JUN Is CITY COPY r C�,G.fLESS� I®,q;L8 g,tiw 2- AVI:: M(AMI SPRINCAS,Ft- gl�� PE4 IT Miami Shores Village APPRO\EO BY DATE ZONING DEPT BLDG DEPT SUBJECT I O CC NIPI-i INCE WTTH ALL FEDERAL STATE ANLj CUiN 'f HULES AND REGULAIIONk—' rSS) 5S'.5 FJ� A riAa"1 I } r Elizabeth Whitney 10928 NW 2nd Ave Miami Shores, FL 33168 Worst Case Scenario Outswinging Impact Doors Dimensions Opening# Width Height Zone Neg.PSF NOA# 1 36 80 Zone 5 54.1 FL#15255.5 2 33 811/4 Zone 5 54.1 FL#15558.1 3 33 811/4 Zone 5 54.1 FL#15558.1 Main Height: 15' MMS: ENGINEERING, I. Kd= .85 2100 W 76 Street, .Hialeah,. Florida 33016 FLORIDA BUILDING CODE,2010. Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE '175 MPH WIND ZONE Interior&Exterior Zones (4&5 -Walls).Positive Pressures Exposure C For the .175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10' 20 .30. 40 50 60 Maximum 1.00 0.95 0.92 0.89. 0.88 0.86 15 40.4 •38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 .•44.6 42.6 41.5 '40.6 40.0 39.4 30 46.5 44.4 43.2 - 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 .44.2 43.6 50 . 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 512 49.8 48.8 48.1 47.4 Interior Zone (4 -;.Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Td utarry Area in Square Feet Height 10 20 30 40 50 60 Maximum -1.10 .-1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 . 20 -46.4 -44.4 .-43.3 42.5 -41.9 -41.4' . 25 -48.4 -46.4 -45.2 -44.4 -43.8 -432 30 -50.5 -48.4 -47.2 -46.3 45.6 -45.1 . 40 1 -53.6 -51.4 -50.1 . . -49.1 -48.4 -47.8 - 50 -56.2 -53.8 -52.5 -51,5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4• -52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zonis. CATEGORY 2 Effective Wind Area or, Tribute Area in Square Feet Height 10 20 30- 40 50 60 Maximum =1:40 �-1.29 -1.23 1.5 -54.1 . .-50'.4 -48.3 -46.8 45.6 -44.7. 20 ' -57:2 =53.4 -51.1 ;` -49.5 -48.3 -47.3 ' 25 -59.8 -55:8 ..'-53. -51.7 -50.4 -•49.4. ° 30 -62.3 -58.1 -55.7 -53.9- -52.6 . '-51.5 40 -66.1 -61.7 -59.1 x57.2 •-55.8 -54.6 50 -69.3 -64.7 -61.9 -To-. -58.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 1 -60.6 5 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is I r but not less-than 4%of least horizontal dimension or 3 ft. (h = mean roof height I fe NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT 0 r Page 1 of 3 E � 0 p BCIS Home 11ghi SUserRegistration l [lot 1 Sulnnit 1&is a Publications 1 F�1 Site 1 Links 1 Search 3usines Top,cs Surcharge Facts stagy Mai) ofeSSi I Product Approval Regulation USER:Public User Mimi Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL15255 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Trinity Glass International Address/Phone/Email 4621 192nd Street East Tacoma,WA 98446 (253)875-7300 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Lyndon F.Schmidt,P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15255 RO COI Certificate of Independencemdf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM G155 2004 '� https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yWKJZIQ... 6/17/2013 Page 2 of 3 f X TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15255 RO Eauiv OfStandards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/26/2012 Date Validated 04/13/2012 Date Pending FBC Approval 03/08/2012 Date Approved > 04/18/2012 Summary of Products Go to Page = 0 W 6 Page 1/20 FL# Model,Number or Name Description 15255.1 a.Fiberglass Door 68 Single Opaque"Impact"Fiberglass Door-Outswing Configuration(X) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO 11 INST 15255.1.pdf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.1 for Design Pressure Ratings, FL15255 RO AE Eval 15255.1.0 any additional use limitations,installation instructions Created by Independent Tbird Party:Yes and product particulars. 15255.2 b.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with "Impact"Sidelite or Sidelites-Outswing Continuous Head and Sill Configurations(OX or XO;OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO II INST 15255.2.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.2 for Design Pressure Ratings, FL15255 RO AE EVAL 15255 2.Ddf any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. 15255.3 C.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with "Impact"Sidelite or Sidelites-Outswing Configurations (OX or XO;OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO 11 INST 15255.3.pdf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 15255.3 for Design Pressure Ratings, FL15255 RO AE EVAL.15255.3.pdf any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. 15255.4 d.Fiberglass Door 68 Double Opaque"Impact"Fiberglass Door with or without"Impact"Sidelites-Outswing Configurations (XX;OXXO) https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param—wGEVXQwtDgv3yVVKJZ1 Q... 6/17/2013 Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO II INST 15255.4.1 df Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.4 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.4.adf any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. 15255.5 e.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door-Outswingf Confi hop Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO II INST 15255.5.ndf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 15255.5 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.5.pdf any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 6/17/2013 I N T F R A T 1 0 N A 1. " 4621192nd MW EAST TACOMA,WA 98446 3771 37StYidtAlEL A- g GLAZED FIBERGLASS 8 ,vmPAcr DOOR Wl G GBJERAL NOTES product has beets evaluated and h 1n oompHance with the 2ft10 FWdd*kM � f tFBCt shuck!requtements hducgng the"0 Vetac�y Zone"-- ® I o 2. Product anchors be as Ned and spaced as shown on detafts.Anchor h ernbedrnent to bow mntelal dx6 be beyond wall dress or stucco. I 3, when used in the 1iVt4P'this product compgas with Section 1626 of the ffartdo kWM Code and does riot require an lrrpoact reptant cover . 4. When used in areas oulside of the°wvwt'm%kbV wind bonm debris protection this product cornpgas with Section 1609.12 of the F®G aid does not requba on hnpact reststont covetng.Thb product meets mWe lave V and Includes VWnd Zorn 4 os dellned to MW Ft996 and Section 1604.124 of#10 FOC. 5. 1a 2x stud kunN construction,onchorkV of these snits#xd be the sarno as that OVAL shown for 2x buck mosomy construction. 6. Site cordflons that deviate from the detaft of ft drawing requfe Punter engineering analy0s by a flcensed engineer or regblered omtftct. 7 prf- —v�ater nts °1TV#tP TARE OF COMM 1 TVW40 roles - Mond V - x t - ,0 02/27/12 ftma N.T.S. NEW FL-15255.5 35.76 MAX. PANEL WIDTH PVC STILE CAP G3 G2 GI SM3WR LOCK BLOCK PVC STILE CAP 2100° LVL STILE MAX D.L.O. III o i5�m� , LL 2 0 P SEE DETA0.2 INTERIOR -1.66 o f i SEE HARDWARE 1 0 A C N TOP RAI ':r O LVL/COMP. o � CHART POLYURETHANE ., ad �n A3 ..i GLASS BYTE FOAAhED FIBERGLASS STRUCTURAL 1°OA 7d THK GLASS a X YARN REINFORCEMENT �'4 S BEE SEE � 118 TEMPERED :. OPTIONS BELOW GLASS - AIR SPACE G3 G2 GI SEE DETAIL 1 '�` GLASS 33 a' 0.090'PVB INTERLAYER #$X1-1/85EF 1DUPONT�NBU�OR CAPSTONE EXTERIOR INTERIOR DETAIL2 FIBERGLASS SKIN THREADING SCREW GLASS PYCIALUM,ORPOLYPROPYLENE/ALUM. o STRUCTURAL SUCONE COMBINATION GLAZING SPACER )IYP.4 PLCS.)SEE OPTIONS BELOW , T 7 DOOR A3 GLASS BYTE FvL Lte 1°O.A.THK GLASS S GLASS BYTE GLASS GLASS STRUCNRAI.SILICONE 1"OA THK GLASS "•' AIR SPACE PP.4 PLCS.)SEE 1/8°TEMPERED 6 OPTIONS BELOW GLASS z I ff ANNEALED #8X I-1/8"SELF AIR SPACE GLASS THREADING SCREW #8 X 1-118 SELF 0(190 PVB INTERLAYER THREADING SCREW DUPONT BUTACTIE OR CAPSTONE LYL GLASS ALUMINUM&BUTYL. U8 ANNEALED 4 01W PVB INTERIAYER SPACER SYSTEM C'� ALUMINUM&BUTYL DUPONT BUTACTTE OR CAPSTONE � 7 E "' G1 GLAZING 09AIL SPACER SYSTEM 1/8 ANNEAL® ° GLASS + 1.5' PVC m' 124° � $}� COMPOSITE BOTTOM RAI. catE 02 - scams N.T.S. -� wffi en X SIRUCTURALSIUCONEOPTIONS: cm ft LFS 3 KNOB. SIGNATURE SERIES SILICONE BY CAPSTONE(4PL) Q1/ERT1CAi CROSS SECAON � DETAR 1 GLAffO FRAME MANOGAMN(TIE FRAME KiNIKSET LOW 995 STRUCTURAL SILICONE 2 FL-95255.5 n o A3 or q DEADBOLT:SIGNATURE SERIF nq__j SILICONE BY DONGYANG SILICONE CO. �$ w a 35.75°MAX. LVL STLLE PANEL WIDTH' PVC STILE CAP G4 G3 G2 GI EXTERIOR LOCK BLOCK PVC STILE CAP 15.57 MAX.DLO. z p j g A6 n 1.66• ° 3 037 SEE DETAIL 2 INTERIOR —1.68' 8 ,� T EHAROWARE 1 HORIZONTAL CROSS N.` 248 TOP RAIL ART.nS GLASS BYTE G4 G3 G2 G1 WLLI B3 A3 J �, � a Pi 1°OA THK GLASS o 1/8"TEMPEREDGLASS EXTERIOR INTERIOR a 't AIR SPACE DECORATIVE INSERT o i AIR SPACE &I 1/B°ANNEALED GLASS DUPONT BUTAarE OR CAPSTONE a a MAR PANlI STRUCTURAL SRICO 1/8°ANNEALED GLASS 7 z FOAMED E FIBERGLASS OPTIONS BELOW ALUMINUM YARN REINFORCEMENT 05 DETAIL 2 SKIN r LVL RAC. � HAADI>l...... �.. coMr °z o mti � SLY. o N.LS. STRUCTURAL SILICONE OPTIONS: ers JPC m' :..;.... SILICONE BY CAPSTONE(4PL) KWOM KNOB: SIGNATURE SERIES DOW 495 STRUCTURAL SJCONE cmc W. LFS DEADSOLT.SIGNATURE SERIES(M) SIUCONE BY DONGYANG SB.ICONE CO. 2 VERMAL CROSS SECTION'': ° H DEfAAT, 3 FL-(5255. n swu 3 or 8 m 31 1-1/4°MN. i 2 EMB.jlrr.) N. 3 5 1 2 3 F C 40 ° v 4 12 ; INTERIOR ° c y O4 3 EXTERIOR 23 M A r 4 E 3 HORIZONTAL cm SECTION 1-1/4°M1N, 4 Sfrovanw/1Xarbbuek 1-1/4"MIN. .. WB.(iYP.j EMB.[IYP.) L 6 $ L d c o.1s 0.1s, c CSNK (TYP•) •i ° CSM 1 2 3 1 2 3 a INTERIOR INTERIOR o — 12 40 40 12 la a v a o ° z � v° 'a z 24 2d EXTERIOR EXTERIOR 23 64 ML. 2 27 12 a � N.T.S. D B 18 a � um M JK mm E ant.S* LFS 3 E 1 HORl1ONTAL CROSS SECTION 2 EONTAL CROSS SECTION 4 4 FL-15255.5 m 0 4 or 8 %0 ` y p EXTERIOR U11UM 3 VWK— L CROSS SECTION 8 OubwbeSil-high dam I a d: ° a EXTERIOR "` ° IMERIOR INTERIOR ri l VERTcm CROSS sr,=m 5 shownw/1X.bhwck EXTERIOR fa: MEMOIR-- P ,y a YENWAL CROSS SEMN 5 ()UMWQ sm a m x ag � J n"Y"- or 8 E DSEE ETAIL I °^ a b"Ryp.) g tJ $�- .°' D et • • - ° L BUCK dya • yY�, TYP.HEAD F 1X BUCK AND JAMBS _ $ $ TYP.HEAD 2X BUCK c3 2 BUCK AND JAMBS X 0 L . . DAR � ci FRAME �O 6 SEE 64 2X BUCK z MASONRY OPENING HINGE OBVINNG _ M 1X BUCK J DETAIL 2 TYP.SILL a STRIKE PLATE DEfA1L BUCK ANCHORING HINGE JAMB FR MEN CHOKING STRIKE JAMB s N CONCRETEANCHOR NOTES: i.Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2 Concrete anchor locations at the comers may be ousted to malntatn the min.edge J 2X BUCK J 2X BUCK distance to mortar Jobrts.if concrete anchor locations noted as MAX ON CENTER must be a*Wed to mahfain the min edge distance to mortorJolnts addiHortd concrete anchors H 1X BUCK H 1X BUCK may be requ ked to ensure the MAX ON CENTER"cknen0ons are not exceeded. 3.Concrete anchor taWa., 26 26 �kNCfIt AN+�iIr1k f�#t.. t4li •�If/tTt , I�ITN StkKA4 'Tt7: 24 0 StZi= .... . l�N.... ftASQW FDGK..: kAJA 1tTAN HKlI ,? 24 ....:........ 18 TB o 0212 TSt2 9 sm N. ITW 1!4° 1.114° 2-1/2° 3° urn X m' BLCO 1/4° i-1/r 1° 4" CWL er LFS TTVY 3116° 1-1/4 2-5/B° 2•T!¢' NINGE DETAIL 1 HINGE DETAIL 2 N04 FL--15255.5 erg�a=g °m 4.W 2-v-4 &HjllANOJAM W 4.W 4.57" 4-W 1.27 4W 2.44'-----1 I r-T 0 114 =0: 0 0 FL-15255.5 rl BILL OF MATERIALS Mm# nucwwm MAIEW A 1 X BUCK SG>=0.55 WOOD z °� B 2X BUCK SG>=0.55 WOOD �a C 1/4 MAX.SHIM SPACE - D 114-X 2-3/4 PFH ELCO OR flW CONCRETE SCREW STEEL E MASONRY-3,192 PSI MIDI.CONCRETE CONFORMING TO ACI CONCRETE z `� 301 OR HOLLOW BLOCK CONFORMING TO ASTM 090 $ F I 1/4X"14 PFH ITW CONCRETE SCREW STEEL rin H 1(4°X3.1/4 PFHIIWCONCRETESCREW STEEL - J #9 X 2-1/4 PFH WS STEEL L #8 X 2-1/2°PFH WS STEEL M 3/1 6'X 3-1/4*PFH ITW CONCRETE SCREW STEEL P IN X 2-3/4 PFH ELCO OR ITW CONCRETE SCREW STEEL I JAMB(FINGER-JOINT PINE-SG-0.4 WOOD 2 JAMB PVC 3 JAMB RBERGLASS/COMP 8 #6 X 1-1/4 PFH DRYWALL SCREW STEEL 12 WEATHER STRIP O BD6504LON 18 3.983"X 4.0°FBNGE MAN 0.098°THICK STEEL 19 SILA KEY PC/ASA m 22 DEADBOLT STRIKE PLATE STEELI FE 23 STRIKE PLATE STEEL 24 #9 X 5/8°PFH WS STEEL a 25 OUISWING HIGH-DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. 26 #9 X 1.0"PFH WS STEEL 27 OUTSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. 40 DOOR PANE.-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 64 #8 X 2'PFH WOOD SCREW STEEL s 0 ri z 4 j raa� 02/27/1. i s N.T.S. 9 ery LFS 3 FL-15255.5 " ro d Page 1 of 2 orida ggg a BCIS Home Log In User Registration Hot Toplcs i Submit Surcharge Scats&Facts Publications FBC Stag i BCIS Site Map a Links $ Search Bus*nes �I��eJ�� Product Approval USER:Public User Regulation poduct Aooroai Menu> , >Aooikation List>APPlicadon Deceit ' FL# FL15558 Application Type New Code Version 2010 Application Status Approved *Approved by DCA.Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbc @jeld-wen.com Authorized Signature Janet Gerard fbc @jeld-wen.com Technical Representative Steve Saffell Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (541)882-3451 Ext2900 stevesa@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute, Validated By National Accreditation&Management institute, Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQt... 6/17/2013 Page 2 of 2 Summary of Products Fl.!f Model,Number or Name Description 15558.1 jEnergy Saver/Contour Opaque Wood Edge Steel Outswing Door w/or w/o Sldelites Umits 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 Data Impact Resistant:Yes 08/31/2015 Design Pressure:N/A Installation Instructions Other:Refer to installation Instructions 5-2104 for sizes,configurations, FL1S558 RO II S-2104 SS.Ddf design pressure ratings,and Installation details. Verified By:Hermes F.Norero,P.E.Florida P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL15558 RO AE PER2035 SS.odf Created by Independent Third Party:Yes I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQt... 6/17/2013 NOTICE OF PRODUCT CERTIFICATION f X - Company: JELD-WEN Exterior Doors Certification No.: NIOI 1082 3737 Lakeport Boulevard Certification Date: 05/0112012 % Klamatb Falls,OR 97601 Expiration Date. 0813112015 r „ , r Product: "Energy Saver/Contour" Opaque Wood-Edge Steel Door w/or w/o Sidelites (wood frame) Specifications Tested To: TAS 201/202/203-94 The"Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification 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.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact & Outswing Opaque Size Pos/Neg Pressure Rated Comments s X O/S Opaque 312"x 6110" +6600 10.0 psf Yes CTLA-696W Single Max Panel Size: 3'0".r 6'8" Installation Retails: S-2104 1-8 OXIXO O/S Door-Opaque 4'5"x 6'10" +66/-70 10.0 psf Door-Yes CTLA-696W Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 3'0"x 618" Sidelite DLO:6"x S13"(118"Tempered Glass) Installation Details: S-2104 1.8 OXO O/S Door-Opaque 5'110"x 6'10" +661-70 10.0 psf Door-Yes CTLA-696W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3,01,x 6'8" Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Installation Details: S-2104 1-8 XX O/S Doors-Opaque 6'3"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W Double Max Panel Size: 3'0"x 6'8" 1nsta11[ati.on Details: S-2104 1-8 OXX0 O/S Doors-Opaque 8'11"x 6'10" +57/-57 8.55 psf Door-Yes CTLA-696W Double W/Swites Sidelites-Glazed Sidelites-No Max Pagel Size: 3'0"x 618" Sidelite DI;,O;6V'x 5'3"(11/8"Tempered Glass) Installation Details: S-2104 11-8 National Accreditation&Management Xztstitute,IncJ4794 George Washington Memorial Highway/Hayes,VA 0 Tel: (804)684-5124/F'ax: (804)684-5122 NAM1 AUTHORIZED SIGNATURE: }pQ 74.5°MAX. OA FRAME WIDTH 70.25°MAX. O.A.FRAME WIDTi Steel 875°M. 125° 75° 75°MULL 15.5°MAX. ME Typ 36625°MAX. OA 36°MAX OA 875° 36"MAX OA 14*S1Dt FRAME WIDTH EHE ROYSAVAWCOMOURIr-r WOOD EDOEOPAOUESTEEL011TB1IIII W PANEL WIDTH T1P. r PANEL WIDTH PANEL WIDTH IMPACTDOORUMTS IIII N9THOUFSFDELFTES GENERAL NOTES ® ® ® ® ® ® CS m INACTIVE ACTIVE 6°MAX• Z C vi 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUNTING W. 80. OA D.L.O. a CODE 2 WOOD HIGH VELOCITY HURRICANE ZONE%W OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER MAX. MAX. WIDTH OA OA i-C LOADS TO THE STRUCTURE PANEL PANEL 63.125° t3 3 DRAWINGS ANCHOR � N HEIGHT EMBEDMENT 10! E MATERIAL SHALL BE BEYOND HEIGHT MAX UJ DRESSING OR STUCCO. 81.25" 9 81,25' ® D.L.O. 4.SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. MAX, MAX HEIGHT 5. TNIS PRODUCT MM THE WATER REQUIREMENTS FOR INV19°ZONES. SEE OA OA 0 THE DESIGN PRESSURE CHART BELOW. FRAME FRAME 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADS HEIGHT HEIGHT APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI IDADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED z 8.SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE tO� CONFIGURATKIN. I SINGLE OUTSWING IMPACT t� �z UNIT(W) NON-IMPACT ¢ 0.625° 0.75° 0.625° SIDELTTES VIEWED FROM EXTERIOR RESIDENTIAL INSULATED STEEL DOOR(Common fo all barren cardlAft DOUBLE OUTSWING IMPACT UNR(XX1 w-p Zvi COMPONENT CONSTRUCTIONS: 37.75°MAX OA VIEWED FROM EXfER1OR ln�W/ASTRAGAL 107'MAX OA FRAME WIDTH <°=z } 125° 75"MULL 15.5"MAX. OA a Face sheets:24 ga. (0.020'minimum thickness, Galvanized Steel A-525 FRAME WIDTH FRAME o 0 o m commercial quality-AKDO per ASfM 620 with average minimum yield 25°MAX. OA w 36°MAX. OA 36°MAX.OA 14'MAX OA Mgt y� o strength Fy(ave.)=24,600 psi. 875'TYP. PANEL WIDTH ANEL WIDTH PANEL WIDTH PANEL WIDTH Gtr E Core design:Expanded polystyrene with 1.0 to 1.25 1hs./cf density,by c,a1 raD-aEN.wc. & Door Pan(.020'min.): active and inactive panels are constructed from ® ® ® ® ® ® a a 24GA 0.020°min. galvanized steel. The face sheet to and bottoms are 6'MAX bent 90°over the top and bottom rods, The top LVL rail measures 1.67° wide x 1.042'high.The steel bottom rail is roil formed 0.021"galvanized WACTNE ACTIVE OA WIDTH D.L.O. S R +F F steel measuring 1.67'wide x 121°high. The sides of the face sheet are 80" 80° rob formed onto the LVL latch stile and Ponderosa Pine hinge stile which MAX. MAX measure 1.67°x 1.0° The interior cavity is fAled with polystyrene. The OA OA face sheets are glued to the polystyrene. PANEL PANEL 63.125° o Faed Ute Cont.:The sash is constructed from 24GA. (0.020°min.)galvanized HEIGHT HEIGHT MAX N w steel.The edges of the face sheet are bent 90'over the polystyrene core e ® OA w w and glued to it The sidelfte panels are routed to receive the ODL Up Life 81.25° 81.25° D.L.O. o HEIGHT z z Frames or the optional irinity Light Formes. (See sheet 7 for glazing MAX O MAX ® o details.) The Its frames are sealed w/OSD glazing compound on the OA3 exterior. FRAME FRAME f2 R �y Forme Conshuc6an:The frames are constructed from Pondemso Pine jambs HE" HEW measuring 1.25°wide x 4.5625°deep.The door and sidefite head jambs Kill are mortised and butt joined to the side jambs and attached with(3) 16GA. 2'x 7/16°crown wire staples, The units use a standard bump fete Peadw L9 threshold measuring 4.041°deep x 1.0'high. The threshold is attached to the frame with 3 16GA.2'x 7118*crown wire staple& L Attlittt UNIT OXXO)�y/NONIMM ACT el TABLEOFCONiEMS 0.625° 0.75' 0.625" `�� F zj SIDELITES VIEWED FROM EXTERIOR ^° SHT DESCRIPTION SINGLE QUTSIMNG DAPACi UNR(X) ,. m¢ 1 GENERAL NOTES AND TYPICAL ELEVA71ONS VIEWED FROM EXTERIOR �� <(r �� no 9-11-Oil TABLE 1: ,? :'••• '.O SCAM' N.T.S. 2 VERTICAL CROSS SECTIONS AND BILL OF MATERWS DESGN PRESSURE RA1P1G-WRME WARR 7 Prepared By. 3 HORIZONTAL CROSS SECTIONS DIRITWITCAI FRUDOMIT B NOM _* . ;*_ owe av: dwd 4 HORIZONTAL CROSS SECTIONS AND NOTES 5 ANCHORING Lomms AND DETAILS SAYGIE DOOR I1MT(X O!G xO,0X0) _� A T CNK art S. SAFFELL 6 ANCHORING LOCATIONS AND DETAILS W/� SmIIl16 gitally signed by Hermes F Norero,P.E owi vaaa Ho 7 GLAZING DETAILS OOL�E DOOR IAbI(70f O10(,)D(Q OXXO) +57 57 n:lamapprovingthlsdocumeM �O ••i:.na'P•••?�� BUILDING DROPS, INC. 5-2104 8 UNIT COMPONENTS W/WO NON-W)ACT SMIIDES - PM sL �$` Phone:407-644-6957 te:2012.05.0117:5135-04'00' �� Fox:407-644-2366 SHEEP 1 8 0.75'MIN CONCRETE/ 0.75°MIN CONCRETE/ MEW DESCRIPTION EDGE DR. MASONRY 51 EDGE DIST. MASONRY I DOOR STEEL FACE SHEET 24G& (0020-M) STEEL 1.50' BY OTHERS 1.50, BY OTHER' F2 FRAME HEAD(FINGER JOINTED PONDEROSA PINE) WOOD MIN. H" 3 FRAME HINGE JAMB(jAM JOINTED PONDEROSA PINE) WOOD I MIN. 4 FRAME LATCH JAMB(FINGER JOINTED PONDEROSA PINE) WOOD 0.250 EMB. 5 19 EMB. MAX 5 4"x 4"BUTT HINGE 12oa. BY HAGER) Sim 6 19 X I"PFH WOOD SCREW(HINGE TO DOOR) SHIM 20 7 DOOR LATCH STILE LYL 8 OUISWING PEMKO BUMP FACE THRESHOLD ALUMINUM 2 434 Ci !2 0.2,50" T w MAX. 10 COMPRESSION WEATHDMERIP FOAM zd SHIM 32 11 DOOR TOP RAIL LVL SEE DETAIL 7 SEE DETAIL 7 12 DOOR BOITOM RAL STEEL ON SHEET 5 ON SHEET 5 13 DOOR HINGE 7W JOINTED PONDEROSA PINE) WOOD . ......... 31 14 #10 x 1 314-PFH WOOD SCREW STEEL 1 3.� SEE NOTE 8 ON Hu. 29 SEE NOTE 3 Oh 15 LOCK BLOCK(FINGER JOINTED PONDEROSA PIN WOOD SHT. 4 16 3116-ITW TAPCON ANCHOR W1 1 1/4-MIN. EMBED. STEEL SHT. 4 10 17 1EXPANDED POLYSTYRENE(1.0 to 1.25 lb.Zcf DENSITY) BY JELD-WEN FOAM 1.750°MIN 1.750"MIN. 18 NOT USED PANEL THK PANEL THK. 36 19 2x WOOD SUB BUCK WOOD 20 SHIM(0,25'MAX. THK. HIGH DENSITY PLASTIC OR GREATER) 17 21 KVKSET 400 SERIES KNOB STEEL o. SEE NOTE 2 ON 22 KVKSET 77TM 700 SERIES DEADBOLT T SHOWN) STEEL SHT. 4@ 38 23 #8 x 1 112-PIASCREW(ODL LATE FRAME) Sim 45 24 #8 x 2 PFH WOOD SCREW STEEL x 2 lj�6PFH WOOD SCREW 25 STEEL 0.125"MIN. 4 10 Ig WOOD SCREW IMPERIAL ASTRAGAL TO DOOR) STEEL GLASS THK. 27 #10 x 2'PFH WOOD SCREW Sim Vi 28 MULLION CAP WOOD la, INTERIOR EXTERIOR )NTERK)R EXTERIOR 29 SILICONE CAULK WCR(ffliKE:33 C) SILICONE yob SO By C 81.25' 80'0° 81.25' 80.0, 30 GLAZING COMPOUND(M BY ODL) SILICONE ooe MAX. MAX. MAX. SEE GLAZING AM. -31 16"x 314- FOR 318-QUARTER.ROUND.) STEEL OA OA OA DETAILS, SHEET--,,. OA 32 3M18-00-R—OUND SIDELITE STOP WOOD PANEL PANEL 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF FRAME FRAME 7 HEIGHT HEIGHT HEIGHT HEIGHT --jT-SRAGE—INO3 SET JF51 STEEL 35 SCHLAGE DE40BOLT#M(NOT SHOWN) STEEL 36 9DEUIE STEEL FACE SHEET 24GA. (0 020-MIN STEEL) STEEL 37 CLASS BY PPG) GLASS ;I RI MI p=-1 i4t�I SEE NOTE 2 O%� 3 3-8 k—LrFXE SG(SFAffffCH POL=M PP553D CI.3) POLYPROP. SHE 4 "x 4 9116 x l 1/4) P.T. WOOD 39 PRESSURE TREATED MULLION BAR (3 14 El 40 ALUMINUM EXTRUDED Nw IMPERIAL ALUMINUM Jd 41 ASTRAGAL STRXE PLATE(BY IMPERIAL) STEEL 42 YALE KNOB HERIAGE SERIES STEEL 36 43 YALE DEADBOLT HERITAGE SERIES NOT SHOWN) STEEL Al 17 17 44 SIDEUTE FRAME HEAD SILL AND JAMBS(FINGER JOINTED PONDEROSA PINE) WOOD NOTE 6 ON 10 SHE 29 4 45 LITE FRAME BY TRINITY FOR 1/2'Lail. POLYPROP. ;EE NOTE 8 ON 32 46 112*INSULATED TEMPERED MASS BY TRIMLY AKPAC) F? GLASS 47 1 FOR I 16 I�ff FRAME BY TRINITY POLYPROP. 48 1-INSULATED TEMPERED GLASS%89y��AC GLASS ;EE NOTE 9 ON 33 SHT. 4 16 SEE UIE FRAME SCREW#5 x 1 112'LONG PANHEAD(BY �SHT. 4 49 TPJN" Sim SEE DETAIL 7 NOTE J 49-1 1 1 ON HT 4 50 GLAZING COMPOUND DOW 1199 SILICONE 8 ON SHEET 5 51 -410 WOOD I—NSTALLA77ON SCREW W/1.50,MIN.EMBEDMENT STEEL 31 52 MR LATCH STRIKE PLATE STEEL. I Na DOOR LATCH DEAD BOLT STRIKE PLATE STEEL w WV 1.25' DATE. SCAM' N.T.S. MIN 0% Prepared Sr. 1.25' CONCRETE/ MIN CONCRETE1 EMB. ma 13y. JWJ I MIN. 1.75' 2.50'MIN- MASONRY I MASONRY cm By.S. SAFFELL GE DIST. MIN. EDGE DIST.� By OTHERS Elwa. BY OTHERS 'pon Z 10 DRAWRQ NO-- VERTICAL CROSS SECTION B VERTICAL CROSS SECTION ma INC.n DROPS. S-2104 WITH HIGH DAM THRESHOLD T s, ELITE SASH Phone.,407-644-6957 — rave -- ------ For 407-644-2366 SEU_L OF-jL SEE NOTE 4 25 19 20 4 52 7 1 15 13 6 5 6 3 20 19 2 SEE NOTE 7 ON SHT. 4 21 42 34 ON SHE 4 cb €K�@IOR OtTERIO R U m 1.750°MIN. _Z °° PANEL THK. YXCC a CONCRETE/ MASONRY BY OTHERS ° s 1 INTERIOR INTERIOR 0.75°MI a ° \ 51 10 1 17 17 1 10 51 /// " 0.75°MIN. EDGE DI °° SEE DETAIL 5 SEE DETAIL 5 °°. EDGE DIST. oQ ° ON SHEET 5 ON SHEET 5 ° a HORIZONTAL CROSS SECTION 0 HORIZONTAL CROSS SECTION o a Or o W ° 0.250°MAX• LATCH JAMB TO BUCK HINGE JAMB TO BUCK 0.250°MAX. o§S m zN 1.50°MIN. SHIM CONCRETE/ EMBED. SHIM 50°MIN $1 _ EMBED. v le MASONRY s• o BY OTHERS _ SEE NOTE 1 ON SHE 4 26 40 ASTRAGAL THROW BOLTS(2) TOTAL; (I EACH) 0 1 15 1 7 40 52 7 yl 15 21 42 34 EXTERIOR 0.31°DA x 9.0°LG.AT TOP&BOTTOM 5 3 in INACTI ACTIVE 0 N N SEE NOTE 26 g 1 SHT 4 -177 / iii/ ice/ • / iii/ii/ � DETAIL 1 ASTRAGAL TO STILE ATTACHMENT o 0 0 0 1.750°MIN NOTE ITEM 24 NOT SHOWN THIS PANEL THK VIEW FOR CLA`IW11111111" NSF. ` ;.Q 9-11-01 SEE NOTE 4 24 1E ON THIS 10 1 17 "`,?•• 7 .0s Prepared By: SCAM' N.T.S. ON SHT 4 SHEET _* . *= DM ar. JWJ cwc.er,S. SAFFELL HORIZONTAL CROSS SECTION :p0 P;'•kiw: m�nwwa"o AT IMPERIAL ASTRAGAL �� v.e.ra• ��` BUILDING DROPS,INC. 5-2104 �rL Phone:407-644-6957 FWE `aeme Fax:407-644-2366 %w 3 of 8 I 3 SEE NOTE 4 24 44 28 9 4 52 7 1 15 21 42 34 13 6 5 6 3 28 9 44 1 4 SEE NOTE 7 ON SHT. 4 ON SHT 4 32 4 4538 1.750°MIN. SEE NOTE 4 31 DMIOR PANEL THK. 36 17 3 Z INTERIOR SEE GLAZING 36 10 7 \. SEE NOTE 2 2 DETAILS' / 10 SEE NOTE 5 \ ON SHT 4 SHEET 7 ON SHT. 4 25 SEE III SEE NOTE 6 29 /// \\ 25 ON SHT. 45 1 17 17 1 // \\ 29 ON SEE NOTE SHE 46 `O ON SHT. 4 SEE DETAIL 5 SEE DETAIL 5 °x 0.750° ON SHEET 5 ON SHEET 5 0.750° SEE GLAZING 39 39 DETAILS, SHEET 7 wiz °z F HORIZONTAL CROSS SECTION G HORIZONTAL CROSS SECTION oa°z °o 4 AT SIDELITE TO LATCH JAMB AT SIDELTTE TO HINGE JAMB i� :A S NOTES: CONCRETE/ SEE NOTE 3 a� o 1. SPACING FOR ITEM 126 THE 110 x 1'PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY D• 51 19 20 4 31 ON SHE 4 3 & 51 AS FOLLOWS: FROM THE TOP DOWN& THE BOTTOM UP: 1.0', 2.5", 4.0" 5,5, 13.0', 18.0'&26.0'. a 2. SPACING FOR ITEM J23 THE#8 x 1 112'PLASCREW IS AS FOLLOWS: 32 36 38454 SEE GLAZING TOP&BOTTOM. HORIZONTALLY, SIDELTIE PANEL 3.0'IN FROM EACH CORNER. DETAILS, SHEET 7 ON THE SIDES, VERTICALLY. FOR THE SIDEUTE PANELS: 3.0, 13.0", 26.0, 39.0, 52.0'& 63.0'. 3. SPACING FOR ITEM 131 THE 16GA x 314'BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDEUTE AND ITEM 19 THE 16GA. X 1'BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS \ o g FOLLOWS: TOP&BOTTOM HORIZONTALLY OR THE 318'QUARTER ROUNDS 1.25°IN FROM EACH CORNER WITH n \ EXTERIOR (1) NAIL MID-SPAN. ON THE SIDES VERTICALLY(FOR BOTH 3/8'QUARTER ROUND &MUWON CAP): 1.25'FROM EACH END&SIX MORE EQUALLY SPACED ON THE FIELD. e. \ 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 112'PFH WOOD SCREW a°O•. \ 0.125'MIN-J INTERIOR Re WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM 124,A#8 x 2' GLASS THK• RR PFH WOOD SCREW 5. SPACING FOR ITEM 125 THE$8 x 2 112'PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, a a• o ° IS AS FOLLOWS: 6.0'FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, SEE NOTE 2 23 6. THE SIDELTTE PANEL IS SECURED INTO THE SIDELTTE JAMB W ITEM 29 SILICONE CAULK ON THREE SIDES AND ° / ON SHE. 4 / i� \ �I-Il HORIZONTAL CROSS SECTION 318'QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 314'LONG. < ; a' \. LITE TO BUCK 0.75'MIN. \� SEE NOTE 6 {S;t t�{q�j 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM$27,A J10 x 2'PFH SCREW. WHEN ATTACHING EDGE DlST AA*. \ 29 ON SHT 4 ��t g F, THE HINGE TO THE JAMB AND SIDELTTE JAMB AT THE MULLION USE ITEM#14,A 110 x 1 314'PFH WOOD SCREW. a E 8. SPACING FOR ITEM 149 THE J6 x 1 112'PANHEAD SCREW(TRINITY LITEFRAME) IS AS FOLLOWS: o; SEE DETAIL 5 ��i •. Q ��° DnTE 9_11_01 SIDELINE LITEFRAME FROM THE TOP DOWN VERTICALLY: 3.25; 18.0625; 32.8125; 47.5625'& 62.625. ° ON SHEET 5 r:••••• 7 •O pfePa�ed By s N.T.S. SIDEL17E UTEFRAME TOP&BOTTOM. FROM THE LEFT: ONE(1) SCREW AT 4.4375° ° '* � DWO.Br: JWJ 0.250°MAX. 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE SHIM a T T o Q cm Br:S. SAFFELL USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. : p°; k+ L&MldN �O P;•• <u . oaawixo No.10. USE REM#51 WHEN INSTAWNG INTO WOOD SUBSTRATE AT HEAD&JAMBS. USE ITEM J25 WHEN INSTAWNG INT �i •�, ' � BUILDING DROPS,INC. S-2104 MULLIONS. USE ITEM#16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELTTE SILLS Phone:407-644-6957 rave q �aes�e For 407-644-2366 ma:ET 4 of 8 74.50°MAX. O.A. FRAME WIDTH 70.25'MAX. OA FRAME WIDTH SEE DETAIL 2 ^�ON THIS SHT. SEE DETAIL 4 W' 9.00°TYP. llt 00°IYP. 6.58° 6.00'TYP. ,- 6.00°TYP. 12.50° 3.00° -3.00'TYP. Z TYP. 00°ilP. �' SEE DETAIL 4 Z 1 1- 6 TYP. I I I 1 I I 7.375° ON THIS SHT W 6 TYP. —1 I I 1 I I 1 I— 7.375° — �y t� = 51 51 1 TYP. 'd a i1P. TYP. 31° 5 — SEE NOTE 5 — — 3 ' ON SHEET 4 5 SPACES SPACES ® 13.85° SEE DETAIL 6 ® 13.85° SEE DETAIL 5 ON THIS SHE — — 81.25' — ON THIS SHT. — 81.25 MAX. \ OA OA FRAME FRAME 1 HEI'HT X5.50° — 7YP. HE WT — 5.50'1 1 I — o / Y aaoz 2 31' Q� r o TL — °o° 36.125' 6.00 T . — I 7YP, 1 I m '00° Z ° 3.00' .00'NP. 0° 12.125 7.00'TYP.7. P . 3 TYP. .� o I 5 m o = .15'MIN. o i C-SINK. R SEE DETAIL 3 / > ON THIS SHE / \ o DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS SINGLE DOORVI�SID�OdJTES�tOR LOCATIONS VIEWED FROM INTERIOR 16 51 25,\ 25 16 5 5 SEE NOTE 10 142 SEE NOTE ON SHEET 4 ^^a 7 SHEET 4 \ / o o s S t�uurrr+i DETAL 7 6 \ 5 ° 5.50' I F. � Nid2SINK FOR INSTALLATION ANCHORS W o o m Q 1 6 24 24 25 ..`�t�';•'• ;.PO;i� DATE 9-11-01 p 41 1 1 1 SEE NOTE T Prepared By N.T.S. / \ 4 SHEET 4 ^yt , .* owa EN, JWJ / ® cm er:S. SAFFELL 52 52 i�O'• P,••'�� arawm0 Na.: DETAIL 2 - ® HEAD JAMB DETAIL 3 - ® THRESHOLD DETAIL 4 DETAIL 5 DETAIL 6 fay 'P'N0� � `�� Phone., 64444-695 5-2104 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB&DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB ram �� Fac 407-644-2366 sN�t 5 OF 8 107.00°MAX. OA FRAME WIDTH 37.75°MAX. OA BL FRAME WIDTH m �+ SEE DETAIL 2 it2 ON SHEET 5 Z O 4.50°TYP. lz 16.41°TYP. SEE DETAIL 4 Z ON SHEET 5 3.00° .00°TYP. 13.41°71P. 6.00° d 00°TYP. 6.00°TYP. nip° .00° .00°m. SEE DETAIL 4 6 TYP. ! I I I 1 11 1 1 1 1 I I 11 I I 7.375° 6 IYP. 6 TYP. 7. 75° ON SHEET 5 � �• 51 51 51 6 z° H SPACES SEE NOTE 5 31° SPACES SPACES 31° ® 13.85° 25 ON SHEET 4 _ ® 13.85 ® 11.54° � z 8125° SEE DETAIL 5_ 81.25° SEE DETAIL 6 MAX f ON SHEET 5 MAX. ON SHEET 5 OA — — - / \� FROMA4E 1 ¢a°z zo H�F T 5.50°1 1 25 _ HET M 5.50° 1 f o�� m zoo 2 31° — — 31° W� 36.625° TYP 36.625° 16 & BL gL TYP. JIT 1 1 1 1 1 I I 1 3.00° 3.00° .00°TYP. 6.00° 8.58° o 3.00° 7.00°M 7.00°TYP. M. TV. SEE DETAIL 3 SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS S ON SHEET 5 VIEWED FROM INTERIOR z DOUBLE DOOR WITH SIDELTTES ANCHOR LOCATIONS VIEWED FROM INTERIOR o= o a re»r"�,'� n o 0 W D onh: 9-11-01 �,?• ••PO' prepared By � N.T.S. DM er: JWJ cm m,S. SAFFELL BUILDING DROPS,INC. S-2104 Phone.407-644-6957 qr �aR� e Fax 407-644-2366 srafr_�L of 8 I 7 50 30 3 EXTERIOR 50 0.125°MIN. 2: TEMP. GLASS ICKNESS Z jr- ad , 0.50° INTERIOR GLASS BITE 17 29 50 29 46 SEE NOTE 2 50 38 2 ON SHT. 4 z-,cn EXTERIOR 0.500"MIN. g-m GLASS THK. 0.125°TEMP. c x GLAZING DETAIL 1 0.250'AIR cQ COL. LITE FRAME SINGLE PANE GLASS ?� a SPACE 1/8'TEMPERED GLASS i o SPARTECH w aZ z POLYCOM 3PP5530 C13 $ S m N3 25'x .50' 0.125°TEMP. o INTERIOR 0.50 INTERCEPT GLASS �3t GLASS STEEL SPACER o ° BITE & 50 SEE NOTE 8 a a 17 29 29 48 50 45 49 ON SHT. 4 EXTERIOR 0.125"TEMP. GLAZING DETAIL 2 ° GLASS TRINITY LITE FRAME 112-INSULATED TEMPERED GLASS LUPOY EU-5007 '. 1.000"MIN. 0.750°AIR SPACE 45 GLASS THK. 75'x.50"INTERC T 0.125'TEMP. ALL GLAZING CONFIGURATIONS i INTERIOR STEEL SPACER GLASS SHALL COMPLY WITH SAFETY 6L GLAZING REQUIREMENTS OUTLINED As GLA IN FBC SECTION 2406. Ey b°^w NOTE 8 Fo v en ON SHT. 4 9-11-01 GLAZING DETAIL 3 t• •• •p'� Prepared By �: N.T.S. TRINITY LITE FRAME am art JWJ 1'INSULATED TEMPERED GLASS SAFTELL LUPOY EU-5007 1p:. T P �� oanwwa wo.: 4© '�'� ve..a• �_�.�, BUILDING DROPS,WC. S-2104 Phone.407-844-6957 FM �aasre I=407-644-2366 %w 7 of 8 1.670' 1.670" 1.670' 1.670" 4.5625' 1.210" 1.000, 1.000, 1.042* 0.750*12 0.500, O DOOR BOTTOM RAIL DOOR HIM 240A (0,021� STEEL FINGER JOINTED PONDEROS4 00nd LATCH 2 3 WOOD 11 PINE WOOD 0 LYL RNGER JOINTED 4 44 PONDEROSA PINE 2f 0.513, 0.125° :ex 7.645' 0.529 0.380" 1 0.500" 1.544" 1.544" 1.586* 0.831" N 0. v-- -i 0.140° 1.750- 1.750' 1752' 2.521" 2.519" 2.621"- .6 CORNER BLOCK FOR COMPRESSION WEA 38 STEEL BOTTOM RAIL SCHLEGEL G-LON ODS 650 @'A�POLYP�ROP � @'�j�POLYPR�OP � POLYPROP. A#DF x 3.0"LONG TRINITY PLASTIC LITE WT MATERIAL F-TRINITY PLASTIC LITE KIT MATERIAL ODL PLASTIC LIIE KIT MATERIAL 1.500" JAPPROVED UNDER YQA-�-0828.01 JAPPROVED UNDER SAAL-08 MMI 1APPROVED UNDER WA 410-1209.01 1.250" "0' 0.868' "o 0.482' 0.5805. la 0.375' 0.375- T- 0.624' 10, T-� 0 @418'QUARTER ROUND 1.750" 1.7�6�O6,k�75 slaafE pe ASTRAGAL HAS TWO 0.3125 2.500" 0 2.137'1.012 PINE STOP 2.040' 0 0 0. 014. x 9"LONG BOLTS, T 0 1.375* [- 0 71 ON TOP, I ON BOTTOM _L_� 0 Ll "-1.025' 1.381" 40 0.097- 4.000' @ ASTRAGAL IMPERIAL ASTRAGAL STRIKE PLATE DOOR LATCH STRIKE PLATE I)MR LATCH D MULLION HAGER STEEL BUTT HINGE @ 6063-T6 ALUMINUM 0(IMPERIAL 0.125°STEEL) STEEL 53 BOLT STR S IKE TEEL PLATE (&INE(81.25'LONG) 04 x 4'x 0.097"THK. STEEL 11.875, 1 --T .710*- - r 0.582' 1.000" Dik VARIES WITH -T HARDWARE USED 4.041' ----- - -- t! W-AhMM SUMP FACE THRESHOLD w l 1 - BY PEMKO ES ty INSERT 4.000' % BY. 7 DATE* 9-11-01 .0s P SCALE- N.T.S. repared OWL W. Jwj �� T i Q 00L By.S. SA.FFELL % DPAVMG NO- WOOD LOCK BUILDING DROPS,INC. S-2;104d 15 WOOD JOINTED PONDEROSA PINE Phone.,407-644-6957 8 (.: L FREK 7a FcDc 407-644-23M SHEET_L OF BUILDING DROPS 127 W. FairbSuite 438 A Perfect Solution in Every Drop Winter Park,FL 32789 407.644.6957 PH Certificate of Authorization:29578 407.644.2366 FX contact @buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval FL# FL Report . Florida Building Code 2010 Per Rule 9N-3 Method: 1 —A (Certification) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites Material: Steel/Wood Product Dimensions: 107"X 81.25"(Maximum) Prepared For: JELD-WEN, inc® 00 111111 off,,/, 3737 Lakeport Blvd. OeS F O Klamath Falls, OR. 97601 `��Q' .•;••• .. , ,'��'''�i Prepared by Hermes F. Norero, P.E. -o Florida Professional Engineer#73778 Date:05/01/2012 OT •• O f v `' Contents: Installation Report Details Pages 5—4 ��,j1111111110'*NA % 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 17.42:30-04'00' BUILDING DROPS FL#: f A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies 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. 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. limits of Use: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the"High Velocity 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 AnBUILDING DROPS FL#: ,\\6 A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 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: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 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 I'� Page 3 of 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Installation: 1. Approved anchor types and substrates are as follows: 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. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon 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 ITW 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: Design Pressure XX,OXXO X,OXO,XO,OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water Infiltration requirements corresponding to noted design pressures. Hermes F.Norero,P.E. Florida No.73778 Page 4 of 5 � a a BUILDING DROPS Fi_#: N� A Perfect Solution in Every Drop Date: 05/01/2012 Report No: 2035 Certificate of Authorization:29578 Installation Method JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 450"TYP. r-- " TYP. .00" TYP. 3.00" TY , 001;.d1" TYP. 6.0 0 12.506.00"TYP.3.00" 0 6.00"TYP. 3.00"TYP,TW ( .00 TY. +.OG"TYP. 6 TYP. 1 II I I I I I I I I I I I I I I II I 6 TYP. I I III III I I SPACES SPACES 13.85" @ 13.85" — I I 1 I I 11 I I I I 1 I 1 1 1 1- 3.00" iY. 3.00" Y. 5.00"TYP. 00"TYP. 2.125" 3.00" iY 7.00"iYP. 7.00"TYP. TYP. 7.00"TYP. TYP. 4.50 'P- y 9.O0" W. 3.00° YP —6.58 3 " � I 6.00" TYP. 6.U0" .O�P7 � 7 -3.U0" TYP. 6 TYP. 1 11 1 1 1 1 1 1 1 1 1 I- 11 6 TYP. —I I I I- 6 5 SPACES SPACES @ 11.54" I 1 I I 1_I 1 I I I I I 3.00" ')P. 00' 8.56" 3.00"TY --►' 7.00"T1F. TYP. TYP. Hermes F. Norero,P.E. Florida No.73778 Page 5 of 5