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REV-16-1457 (2) Miami Shores Village Building Department MAY 2:4 2018 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 By: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 y, v44 FBC 20I BUILDING Master Permit No. W S l " [21 7 PERMIT APPLICATION . . sub Permit No. 1(-- 14s—+ ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: !Si- _ City: Miami Shores County: Miami Dade Zio• 3138 Folio/Parcel#: I)213(0—G12—oci0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 4zu- -j /44�%efb Phone#: Address: 1c:�'I`NL /CDS E3t- City:_m��% -:�5hc>� State: V-1 Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:�rtx�hQe C.t��d � QQ Phone#:I-�s� 8P, Address: '5�5� -►� itol `'�f city: State: Zip:3 l`I Qualifier Name: Phone#: State Certification or Registration#: (Q-� ,I2!51(08'7 Certificate of Competency#: DESIGNER:Architect/Engineer: EF*Ain=�— uxr �,xtx�SS Phone#(`?W)3�sq Address: K&Q 45L.&-) City:tb. oeXN,etx3 tc.1).State: Zip: �3`K Value of Work for this Permit:$ (2o l) Square/Linear Footage of Work:*73 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition e D6scription.of Work:. ,t o d«-XS -b uti.T�ctd t sp#e jr colo"r f6616r'tgid file: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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. a/ Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 by Z.H day of (7�2�k ,20 Jam_,by RCt{.� Asti,f- ,who is personally known to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: 104tH EU=h**ftXf II1r a1Ff 9N309 Print: Print: Df BoaQed'llwtlo�rP aUrAmles Seal: Bonded7huf rFiftSeal: ********************************* ************************************************************************** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami shores Village Building Department �'tpR��pP► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#:WS '1 to DATE: U (Name) vrContractor 0 owner o Architect Picked up 2 sets of plans and(other) Address: a D N G 1 u S s A 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 Department to continue permitting process. Signature: cbolc�� IGNATURE) PERMIT CLERK INITIAL: s RESUBMITTED DATE: b PERMIT CLERK INITIAL: RIESTIGE 5500NW161stStreet Miami,82 .5M P.305.82dgeW CONTRACT WINDOWS &DOORS LIC#CB 1251 www.prwdgeWndow.net PO# 16020082 cV S Sales Rep: Malaria CUSTOMER INFORMATION NAM ALBA ATKINS VV PHONE 305 7519523 ?FTE 2/25/2016 ADDS 90 NE 105th ST Eraan. m Miami Shores FL 33138 JOBNAME ALBA GUERRERO SUPPLY ALL MATERIALS FOR THE FOLLOWING CUSTOMER SU Y: 1 CGI SENTINEL IMPACT WINDOWS PER ATTACHED QUOTE#249788 2 WHITE ALUMINUM FRAMES,LAMINATED IMPACT GLASS,CLEAR,NO GRIDS, 3 WHITE HARDWARE ON OPERABLE WINDOWS,SCREENS INCLUDED ON OPERABLE WINDOWS 4 INCLUDES THE INSTALLATION OF SILLS ON ALL 4 NEW WINDOWS(WINDOW SILLS TO BE PROVIDED BY CLIENT) COST:$110.00 PER WINDOW 5 INCLUDES THE REPAIR OF HARDWARE HOLE ON OFFICE DOOR(HARDWARE TO BE PROVIDED BY CLIENT) 6 INCLUDES FULL FRAME CASING WORK ON FRONT DOOR,PRICE:$250.00 7 INCLUDES INSTALLATION OF NEW EXISTING DOORS,PRICE:$1,440.00 NOTES 1 EXCLUDES:FLOORITILE REPAIR(ONLY IF DAMAGED),PAINTING,ALARM REPAIR,MAJOR STUCCO 2 INCLUDES:ENGINEERING,DRAWINGS,PERMIT PROCESSING&PERMIT FEES CHARGED BY BLDG DEPT DESCRIPTION OF WORK Remove old windows and doors Moving furniture for install and restoring to original location once opening completed. Clean and inspect openings Covering&protecting furniture during install. Install new windows and doors Provide partial release of loin with every invoice. Anchor with approved tapoons Coordinate all inspections as required by agencies having jurisdiction over the work. Caulk&seal Inside and out Clean work area GRAND TOTAL: 072.00 Haul away old windows,doors and debris for proper disposal DEPOSIT: $ 2 721. CEIVED Sweep and vacuum all work areas PAYMENT DUE ON DELIVERY: $ 605.09 Perimeter caulking on stuccoed areas(we caulk before the stucco) BALANCE ON COMPLETION: $ 5,745.31 Patch perimeter stucco&interior dry wall where necessary HOA Approval Required YES El NO Mgt Company Phone The above prices,specifications,terms and conditions are satisfactory and hereby accepted.You are authorized to do the work as specified. Payment will be made as indicated above.Materials remain the sole property of Prestige Windows&Doors untill the job Is paid in full.If it becomes necessary for Prestige Windows&Door,to employ a collection agency and/or attorney to collect on this bill,I undersigned,agree to pay all court costs and attorney fees.Any alterations or deviation from agreed plans involving extra costs will be executed only after written and signed changed order and will become an additional charge. PURCHASER• G W S NATURE: �-, SI DATE: PURCHASER: 1,P,4� b �'`-�'�- SIGNATURE: DATE: .3 SELLER: S VV ZZ-0 SIGNATURE: DATE: • • •• • • • •• •. •• •• • • •• •• •• 0 000 • • • • . . • • . . • ••• • •• • •• • • •• • • •• • • •• • • • • • • • • • • • • #00 • 000 • Mark Size rS .Ft. T e Noe Nw Press Calc Press 137"x39° 9.75 SH 15-051210 -75A/+75A -43A/+4D1 .�-• i i ••• i•• i•• ••• 2 56"x 52" 19.78 HS 15-0512.05 -602/+$02 -41.6/+39.2 H ,.... _ • • • • • • !••I • 9 37q x 520 129 Csmt 15-0.51219 -64A/464.8 -42.4/+39.0 •• -. _ 4� x52 139 Fbted 15-0413.03 -702j+702 -02A1+99A � V„ j_ • ' I5 37"x52" 329 Csmt 15-053219 -61A/464A -42A/+39A a 4 671o x52o 23.37 HS 35435 � 1ZA5 -602J+ 2 -489j+37.7 1A k j ; Di 33�xw 1815 FD F1161194.1 -�A�A 50A+392 Q 33 z � � 1e15 FD F1.16094.550AJ-t�A �A/+�2 � - Dz �x�n O .x s 'r dmf 33�x80a 18S FD FLt6094S -50A/f50A �A/+�2 I . s',r' y ,- s 37"x80" 19A FD FL160941 -50A/+�A �AJ+�2 C'�` � �p In Ll, 1 , "- BREW M E :. la c � _ F .dbWft— . z �. AA K I VA' �� 7 jT-I . . Miami Shores Village 3' - APPROVED BY DATE RECIM F , ZONING DEPT � MAY ,If*-e�20101 DLDG DEPT (� BY: t�UF1.LU TO COMPLIANCE WITH ALL FEDERAL 'b (:r)l IN 1Y Rl II FS 11Nn RF(-tt J1_ATIONS V� 5 06/30/2015-2:48pm gabriels VAProjects\2014-MPS1400 Wind Charts\Reference\00-MP514.4W Series C&C(Current).dwg • • ••• • 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "0 Sq`w ivjN'D, E. VOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING • ••• • • • * E•XPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE S PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES PSF)-ZONE 4 Mean DESIGN PRESSURES -ZONE5 __•_• rhomtkaoss megrABLE USE: Roof Tributery Area Ft Roof Tributery Area Ft • • • •TA&�ARE INT#NDE j0 ORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 �Y ISht 10 15 20 25 30 35 40• •45• %0 S�NEEQQ AS THE ISO N WN VARIABLE AS DESCRIBED BELOW. •2�OPCRTTICAL C UI ©'FOR ITH THESE TABLES. 43.4 -42.4 -41.6 -41.1 -40.6 2 -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 2.TABCLEES VALI ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft +40.1 +39.0 +38.2 +37.7 +37.2 + 0-15 ft +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 3 TABLES VALID F L &;_ APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN SO°S 8, NEER AS A SITE SPECIFIC CONDITION. 44.0 43.0 42.2 4L6 41.1 # 54.4 -52.2 -50.7 49.5 -48.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE A F HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft 6 +39.5 +38.8 +38.2 +37.7 + & 16 ft +40 6 +395 +38.8 +38.2 +37.7 +37.3 +36.9 3%t 6. ONNNOii'4RE I4 EAK 44.6 -43.5 -42.8 -42.2 -41.7 -41. 3 -55.1 -52.9 -51A -50.2 -49.2 -48.4 -47.6 -N.O ".i : 5•SAY.' e7HEMID LE VALUE OR CONSERVATIVE ASSUMPTION. 6f CA1.Cl#LA'IW•TIiE E OP ING IN QUESTION(HEIGHT WIDTH)OR 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 6.8 17 ft +41.1 +40.0 +39.3 +38.7 +3&2 +37.8 +37.4 +37 6 •THE SINAI LENGTH(HEIGyT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -44.0 -433 -42.7 -42.2 -41.8 -41A -41.1 -40.8 -55.7 -53.5 -52.0 -50.8 -49.8 A&9 -48.2 •4.6 •47.i N I)NL•THRRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft X41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 18 ft +41.6 +40.5 +39.7 +39.1 +3&6 +3&2 +37.9 +37.5 +37.3 OPENMG-0oralLe m ONCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL 45.7 44.6 43.8 43.2 42.7 42.2 -41.9 -41.5 -41.3 -56A -54.1 -52.6 -51A -50.4 -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft 19 ft TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. +42.1 +41.0 +40.2 +39.6 +39.11+38.7 +38.3 +38.0 +37.7 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 7,IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -SO.0 -49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 21 ft -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42A -42.1 21 ft -57.6 -55.3 -S3.7 -52A -51.4 . .49.2 -48.6 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 +43.0 +41.9 +41.1 +39 +38.5 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 ft -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 22 ft 58.1 -55.8 -54.2 -5.0 3 6 -49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 +43.4 +42.3 +41.5 9.2 +38.9 GENERAL NOTES: 23 ft 47.5 46.4 45.6 44.9 44.4 44.0 43.6 43.3 43.0 23 ft 58.7 -56.4 -54.7 - 5 1 49.5 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 +43.8 +42.7 +41.8 3 +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -5 . .2 -50.0 CRITERIA AS OUTLINED HEREIN. 24 ft +44 2 +43.1 +42 2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24 ft +44.2 +43.1 +42.2 +41.6 +41. 2 +39.9 +39.6 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY 25 ft 48.4 -47'2 -46A -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 25 ft -59.7 -57.4 -55.7 -54A -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt-1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi-+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 26 ft -48.8 -47'6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 26 ft -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WAS AND VERTICAL SURFACES ONLY. 49.2 48.0 47.1 46.5 45.9 45.5 45.1 44.7 44.4 60.7 -5&3 -56.6 -55.3 -54.2 -53.3 -525 -51.8 -51.2 3.THESE CHARTS ARE NOT VAUD AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. 27 ft .x.45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 27 ft +45.3 +44.1 +433 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND COR ING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft NG .x.45.7 +44.5 +43.6 +43.0 +42.4 8 ft +45.71+44S +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 COEFFICIENTS U ELDING DE FOR�N DRANTY FOR APPLICABILITY VERIFIED BY THE IF TABLE 49.9 -48.7 -47.8 -47.2 -46.6 1 - -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFE Ii' 29 ft ,x,46.0 +44.8 +43.9 +43.3 +42.7 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +423 +41.9 +41.5 +41.2 CS.THISERTIFICATION.ION.TICA I ER ANY PRODUCT APPROVED RE MATTED TEST CRITERIA AND OTHER ft -50.3 -49.0 -48.2 -47.5 -47.0 S ` ft -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DE TI ATION AND APPLICABILITY OF THESE TABLE +46.3 +45.1 +44.3 +43.6 +43.0 +46.3 +45.1 +443 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 VALUES WHICH IS T V T, CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL O M ORDINANCES. 32 ft -51.0 -49.7 -48.8 -48.2 -47.6 4. 32 ft -62.9 -60.4 -5&7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7.NO CERTIFICATIO OF THE HOST STRUCTURE. +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. ;2.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY P N,NO ADDITIONAL CERTIFICATIONS OR 35 ft -51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 35 ft -64.1 -61.6 -59.8 -58A -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 1+43.6 +43.2 +42.9 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF 53.4 -52.1 -51.2 -50.5 -49.9 -49A -49.0 -48.6 -48.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 45 ft -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 45 ft -67.6 -64.9 -63.0 -61.6 -60A -59.4 -58.5 -57.7 -57.0 EAVE HEIGHT +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 a a ROOF 56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -5&3 HEIGHT soft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 soft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 5 57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52 0 -51.6 70.5 67.7 65.8 -64.2 -63.0 61.9 -61.0 -60 2 -59.5 4 ssft ssft 5 1 5 ® 4 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 71.8 69.0 67.0 65.4 64.1 -63.1 62.1 61.3 -60.6 a O 60ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 60ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WALL ZONE FIGURES /�� OMET W o REMARKS DRWN CHKD DATE atm o INITI33UE GSS TSB «05,12 5TH ED. FLORIDA BUILDING CODE ENGINEERING g o m� 3 REV-ADJUSTED HEIGHTS GSS TSB 04/08/12 \2 01 d GXPRG ® z "" D REV 2014 FBC DGM TSB 08/10/15 ` 1-T o w (n H - - ASCE 7-10,CHAPTER 30 lb( =amT�OPP1Ce nom Z a 160 SW 12th AVENUE, SUITE 106 Z DESIGN LOADS FOR COMPONENTS&CLADDING � DEERFIELD BEACH, FL 33442 =� MASTER PLAN SHEET ' 0 THE DOCUMENT ISTxEPROPERTYOF�NGINEERINGEw�sS, P:(954)354-0660 F:(954)354-0443 T - „p, MID SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOW CERT OF AUTH N8885 z ,._, WRnTIOWOROTEN HERENGPINGSTOTHPREOC ALTERATONo ASCE 7� O E:HELLOCENGINEERINGEXPRESS.COM 0 MFF� PERADDMITTED ANDINV OTHER TO THISATION.DOCUMENT NOT �rz- m AND INVALIDATE O�CERTIFICATION. ENGINEERINGEXPRESS.COM r, t r �1r FWda gnnlentof SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FSC Staff SCIS Site Map Links Search Bus11'nes Protessi I Product Approval GOER:Public User Regulation Product Approval Menu>Product or Application Search>Aoolica2QZ List>Appocalibn Demo FL# FL16094-R3 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archlved Product Manufacturer plastpro Inc./Nanya Plastics Corp. Address/Phone/Erred 5200 W CENTURY BLVD. LCIS ANGELES,CA 90045 (440)969-9773 Ext 16 rikwOrwbidgconsuitants.com Authorized Signature Vivian Wright riclov@rwbidgcortsultants.com Technical Representative Scott Johnson Address/Phone/ErreU 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastpminc.com Quality Assurance Representative Ron O'Connell 0••• Address/Phone/Email 5200 W Century Blvd. • • ••000• •••••0 Log Angeles,CA 90045 •••• ; • (440)969-9773 Ext 16 000004, 0000 i 0000i• mnoconnell@piastpm.com • •000 •0000• Category Exterior Doors • • 0• •• • • Subcategory Swinging Exterior DDor Assemblies 0 0.0 • 0 0 •000• •0000• 000• • • • • • 0000• Compliance Method Certification Mark or Listing •• • •••• 0 0000•• • • 0 • 0 0 • •0000• ••••0• Certification Agency National Accreditation&Management Institut 0•• • • • •0000• Validated By Ryan J.King,P.E. •• • •0 0.•• 0 0 6 Validation Checklist-Hardcopy Received •0 0 Referenced Standard and Year(of Standard) Mandad X[ ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E84 2005 ASTM G26 1995 TAS 201,202,203 1994 Equivalence of Product Standards Certified BY Florida Licensed Professional Engineer or Architect FL16094 R3 Eauiv Eaulvalencv Of Standards.odf Product Approval Method Method 1 Option A Date Submitted 09/02/2015 Date Validated 09/09/2015 Date Pending FBC Approval Date Approved 09/17/2015 Summary of Products FL* Model,Number or Name Description 16094.1 a.Smooth/Wood VS Gazed Fiberglass Single Door Panel with and without Sidelttes- Grain/Rustic/Mahogany Series N Inswing/Outswing(X,OX or XO and OXO Configurations)(Note: Fiberglass Door Door panel is a wood stiles/composite rails with fiberglass cladding) Limits of Use Certification Agency CertiPleate Approved for use In HVHZ:Yes FL16094 R3 C CAC NAMI Cert 16094.1.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant Yes 01/31/2016 Design Pressure:N/A Installation Instructions Other.See INST 16094.1 for Design Pressure Ratings,any FL16094 R3 II Inst 16094.1.odf additional use limitations,Installation Instructions and product Verified By: Lyndon F.Schmidt,P.E.43409 particulars. Created by Independent Third Party:Yes Evaluation Reports FL16094 R3 AE Eval 16094.1.odf Created by Independent Third Party:Yes 16094.2 b.Smooth/Wood 6/8 Gazed Fiberglass Double Door Panel with and without Sidelttes Grain/Rustic/Mahogany Series N - Inswing/Outswing(XX and OXXO Configurations)(Note: Door Fiberglass Door panel Is a wood stiles/composite rails with fiberglass cladding) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL16094 R3 C CAC NAMI Cert 16094.2.odf Approved for use outside HVHZ:Yes Quality Assurance Conbact Expiration Date Impact Resistant:Yes 01/31/2016 Design Pressure:N/A Installation Instructions Other.See INST 16094.2 for Design Pressure Ratings,any FL16094 R3 II Inst 16094.2.odf additional use limitations,installation Instructions and product Verified By: Lyndon F.Schmidt,P.E.43409 particulars. Created by Independent Third Party:Yes Evaluation Reports FL16094 R3 AE Eval 16094.2.odf Created by Independent Third Party:Yes 000000 • •••• 16094.3 c.Smooth/Wood 90 Gazed Fiberglass Single Door Panel watt and wittotI'Idelttes- • Grain/Rustic/Mahogany Series N Inswing/Outswing(X,OX or XO aH%4dWftnfigura&0hs)(!Vote: • ••:• Fiberglass Door Door panel is a wood stiles/compm1ba.aais with fiberglass • cladding) 0000 •• • • •• Limits of Use Certification A • •• • •••• ��y CirHtkate •••• Approved for use In HVHZ:Yes FL16094 R3 C CAC NAMI Cert 16094"adf .•• see • • Approved for use outside HVHZ:Yes Quality Assurance Contract Exp%dkj9jf Wte •••• Impact Resistant:Yes 01/31/2016 *see** Design pressure:N/A Installation Instructions •• •0 • •• Other.See INST 16094.3 for Design Pressure Ratings,any FL16094 R3 II Inst 16094.3.odf• e • • ••••:• additional use limitations,installation Instructions and product Verified By: Lyndon F.Schmidt,%.E.4*M •••••• • particulars. Created by Independent Third Party•+ler► ;•••• Evaluation Reports •i • •••:•• • • EL16094 R3 AE Eval16094. .oaf •• • Created by Independent Third Party:Yes 16094.4 d.Smooth/Wood 90 Gazed Fiberglass Double Door Panel with and without Sldelites Grain/Rustic/Mahogany Series N - Inswing/Outswing(XX and O)XO Configurations)(Note: Door Fiberglass Door panel is a wood stiles/composite rails with fiberglass cladding) Limits of Use CertVkatlon Agency Certificate Approved for use in HVHZ:Yes FL16094 R3 C CAC NAMI Cert 16094.4.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Data Impact Resistant:Yes 01/31/2016 Design Pressure:N/A Installation Instructions Other.See INST 16094.4 for Design Pressure Ratings,any FL16094 R3 II Inst 16094.4.odf additional use limitations,installation instructions and product Verified By: Lyndon F.Schmidt,P.E.43409 particulars. Created by Independent Third Party:Yes Evaluation Reports FL16094 R3 AE Eval 16094.4.odf Created by Independent Third Party:Yes 16094.5 y e.Smooth/Wood 6'8 Opaque Fiberglass Single Door Panel with and without Sldetites Grain/Rustic/Mahogany Series N - Outswing(X,OX or XO and OXO Configurations)(Note: Door Fiberglass Door panel Is a wood stiles/composite rails with fiberglass cladding) Limits of Use Certification Agency Certificate Approved for use In HVHZ Yes FL16094 R3 C CAC NAMI Gert 16094.5Lodf ' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Iepaa!Resistant:Yes 01/31/2016 Design pressure:WA Installation Other.See INST 16094.5 for Design Pressure Ratings,any FL16094 R3 II Inc_*16094. .edf additional use tlmitathms,hlstallaton instructions and product Verified By:Lyndon F.Schmidt,P.E.43409 particulars. Created by Independent Third Party:Yes Evaluatlon Reports FL16094 R3 AE Eva[16094. .odf Created by Independent Third Party:Yes 16094.6 f.SnIDoth/Wood 6/8 Opaque Fiberglass Double Door Panel with and without Gain/Rustic/Mahogany Series N Sideltes- Outswhlg(XX and OXXO Configurations)(Note:Door Fiberglass Door panel is a wood Was/corrposte rails with fiberglass cladding) Limits of the Certification Agency Certificate Approved for use In HVHZ:Yes FL16094 R3 G CAG NAMI Cert 16094.6 odf Approved for use outside HVHZ:Yes Quality Assurance Contras!Expiration Date Impact Resent:Yes 01/31/2016 Design pressure:N/A Installation Instructions Othen See INST 16094.6 for Design Pressure Ratings,any EL16094 R3 II Inst 16094.6.odf additional use Iimtations,installation instructions and product Verified By:Lyndon F.Schmidt,P.E.43409 particulars. Created by Independent Third Party:Yes Evaluation Reports FL16094 R3 AE Eva116094,j,od[ Created by Independent Third Party:Yes 16094.7 g.Snrooth/Wood 810 Opaque Fiberglass Single Door Panel with and without Sidelftes Qahn/Rustic/Mahogany Series N -O utswhng(X,OX or XO and OXO Configurations)(Note:Door Fiberglass Door panel is a wood stiles/cor:poste rail with fiberglass cladding) Lhnpg of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16094 R3 C CeG AMI Cart 16094.7.0& Approved for use outside HVHZ:Yes QuaMy Assurance Contract Expiration Data Impact Resistant:Yes 01/31/2016 Design Pressure:WA Installation Instructions Othen See INST 16094.7 for Design Pressure Ratings,any FL16094 R3 II Inst 16094.7.odf additional use Iimtations,installation instructions and product VenlPied By:Lyndon F.Schmidt,P.E.43409 particulars. Created by Independent Third Party:Yes Evaluation Reports FL16094 R3 AE EVa116094.7.odf Created by Independent Third Party:Yes 16094.8 h.Smooth/Wood 90 Opaque Fiberglass Double Door Panel with and without Sldelftes Crain/Rustic/Mahogany Series N -Outswing(XX and O)XO Configurations)(Note: Door nei is a Fiberglass Door wood stiles/composite raps with fiberglass cLgddhng) P,...• **egos Lhnfts of Use Approves ruse hr HVHZ:Yes say a•* FL16094 Certification Age AMI 16094Aood•• •••••i •• Approved for use outside HVHZ:Yes Quaihy AssuranceContract Exp"Upp� •••••• Inpaat ResistatrD Yes 01/31/2016 • • • Design Pressure:WA Installation Instructions *goo s• • •••••• • Othen See INST 16094.8 for Design Pressure Ratings,any FL16094 R3 II INST 16094.S.odf •0000 • • • additional use liftistions,hnstaliation instructions and product Verified By: Lyndon F.Schmidt,P.E.4M•• • • particulars. Created Reportsnt Third Party:Yes• Evaluation • •••••: ••••• 00 00 000000 FL16094 R3 AE-EMAL 16094.8.odf 0••••• • • Created by Independent Third Party:yes • • • 0000•• •• • 0000•• 0000 • • Bade Naxt Contact Lis;;1940 North Monroe Phone*850-487-1824 The State of Florida Is an AAIM employer.Cooydeht 2007-2013 to of Florida.:;Privacy Statement::Accessibility Statement;:Refund Statement Under Florida law,small addresses are public records.if you do not trent your a-marl address released in response to a publirrecords request do not send electronic mail to Section 455 275 ,this Instead,e ntity. affective Octobberr 1,2office 012,licensees licensed under Chne or by traditional mail.If apter 5,F.S.u have must prroviideet hee Contact With an email addres487.1395.*Pursuant s if they have one.The smalls provided may be used for official communication With the 11cansee.Horreveremail addresses are public record.If you do not Wsh to supply a personal address,please provide the Department Wth 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 herw. PApprow Ac .mice V.rMA ,OVAL WMAXOMALL a st ro wi1� FRAMEWOTH 5200 W. CENTURY BLVD. LOS AN GELES, CA 90045 , 2 s 0 OPAQUE FIBERGLASS SINGLE DOOR x 3 6 n w/or w/ovf SIDEWE(S) + Ovlswin IMPACT" GEt�tALN01ES s s s B 1. ihb product m 1 draw6t hm been developed and Is in eamplostce vft Me 2010 Roddo Bu&&g Code(I11Cj 1129MAX OVERALL ftcnirat mq*eme*uvkdre the No Velo*Kafew a Zor penal.sae the COMSCOon agncy Ceff=ft FRAW YAM tomes and raft -- - - 2 ft0dLCt0n&MdZM be asWdold gxmdasdtownan WA Aichmembeftottobasentrl,,'m tribe a s beyond waB dressing«stucco. � I 3. when used lnMe'11Vt4"ttts producl,, 1Ae1 with Sedan 162601 Me Raids BuBdirtf Code asd does not regtft an �rtpad.9*kudcvmt4 4. when used in«era arbide of the IMW regwrirtg wad bame deft profacfat ft product cwrobs wM secam 8FN 160.1.2 of ft 2010 PBC«d does riot mq dre an bnpaclsesAlm d it paduet rneeb rrbssle WM w and 0 6 0 bx*dm d Zane 4 a defhred In AS1M E 1996 and SecEon 1609.124 of Me MC. 1—11 5 For 2(stud w0wraL anchadng d these urdb M be Me sane a*Mat*hewn for2n buck masorny con*ucfbrL � 6. 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HHMJAMB FRAMEANCIROBING FRAMEANCHOM FRAME OXOAMCHOWNG SHt MAAMB I XO/OX L BACK-M-BACKJAMB 4 X r BUTT HINGE H IxwCU . - 2X BUCK M KNIST SkiNA=tBBtl'S CAAZNGMXXM pow"M • K tADttar sroNATueR (saoJ " 5/S GLASS Bff &�+ ODLALUMtNUM BACKB®DWGSIUCONE UTE FRAME IREA�AL) BB1KiRB�BTAIi Cf>i•71EtEAIVd10RNOiB: • : '.: : 1.OVERALL GLASS TIM DEADBOLT t. onotequwcror��emKiw.aamc ,u ,royhav �. . . . . . T/WANNEAUDGLASS STRMPATE andaenrerdtsrmicetterr OJ196 PVB tNiHtLAYER I�PONtJ L BACKTo BACK JAMB 2convefeand�arbca5oroa►mecomeamayboa*x0adro 004ft"•: •.: '•• . dr dtri�eoaMmortarJoNb--atecmehorfocafts. as7AAX0NCeMrfrd4tbe 1/8'ANNT GTASS a*sWdtoma6d—fh-9mhedge dlk -tomodarJ*dsadditrgd rrleI- - 'J'. H txBUCR aC�aybeete enRom me WAX ONC80rolkwdonarenotaxweded. 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JK m' ® iff 1.1/4' r •• 4'* • • • IREA�AL) tATCHSTRAO � ae�.an LFS ; TAPf�tl• 3or 1.1/4 S 14/r Gt PLATE DRUM WL.dTOUa FL-16094.50 1111• • • • • 1111• • • � Mau 5 or 5 • • • 11 • • • • • • • •11•• • • • • • Of •• • • • of •• 600 • 0 0 ••• 0 • r �Ofi(3 Deprm o.f SCIS Home Log In User Registration Hot Topics .I Submit Surcharge Stets&Fads Publications FSC Staff BCIS Site Map Unks Search Busines Professi I '''°dwtAIMM"a' ISR:Public User Regulation I Product Approval Menu>Product or Avalication Search>Aeoil=tion Ws f>Apppcat1D0 Det86 FL# FL16094-R3 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the ConTrissktn if necessary. Comments Archived Product Manufacturer Piastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGLES,CA 90045 (440)969-9773 Ext 16 rickw@rwbklgconsultants.com Authorized Signature Vivian Wright rickwOrwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell 0000 Address/Phone/Email 5200 W Century Blvd. ••• •••••• *a**** Las Angeles,CA 90045 •• • • ••• • (440)969-9773 Ext 16 • • • • •••••• •• • • ronoconnell@piastpro.com • •••••• • Category Exterior Doors •••••• �•• ••• •••••• • Subcategory Swinging Exterior Door Assemblies •••••• •••• *a:**• • • • • • •• •• •• • •••••• Compliance Method Certification Mark or Listing •••••• • •• • • • • •••••• Certification Agency National Accreditation&Management Institute ••. • • • Validated By Ryan J.IOng,P.E. •• • •••:•• • • • Validation Checidist-Hardcopy Received •• • Referenced Standard and Year(of Standard) 1101111111M Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E84 2005 ASTM G26 1995 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect ELt 6094 R3 Eauiv Eauivalencv Of Standards odf Product Approval Method Method 1 Option A Date Submitted 09/02/2015 Date Validated 09/09/2015 Date Pending FBC Approval Date Approved 09/17/2015 Summary of products FL# Model,Number or Name Description a.Smooth/Wood 6'8 Gazed Fiberglass Single Door Panel with and without Sldelites- Crain/Rustic/Mahogany Series N Inswing/Outswing(X,OX or XO and OXO Configurations)(Note: Fiberglass Door Door panel is a wood stiles/composite rails with fiberglass cladding) Limits of Use CertUkatlon Agency Certificate Approved for use in HVHZ,Yes FL16094 R3 C CAC NAMI Cert 16094.1.odf Approved for use outside HVHZ:Yes Quality Assurance Contra.Expiration Date Impact Resistant:Yes 01/31/2016 Design Pressure:N/A Installation Irratructlons Other.See INST 16094.1 for Design Pressure Ratings,any FL16094 R3 II Inst 16094.1.odf additional use limitations,installation instructions and product Verified By: Lyndon F.Schmidt,P.E.43409 particulars. Created by Independent Third Party:Yes Evaluation Reports FL16094 R3 AE Eval 16094.1.odf Created by Independent Third Party:Yes 16094.2 b.Smooth/Wood 6/8 Gazed Fiberglass Double Door Panel with and without Sfdelites Grain/Rustic/Mahogany Series N -Inswing/Outswfng(XX and OXXO Configurations)(Note: Door Fiberglass Door panel is a wood stiles/composite rails with fiberglass cladding) Lhnits of Use Certftatlon Agency Certificate Approved for use In HVHZ:Yes EL16094 R3 C CAC NAMI Cert 16094.2.odf Approved for use outside HVHZ:Yes Quality Assurance Contra.Expiration Data Impact Resistant:Yes 01/31/2016 Design Pressure:WA Instigation Instructions Other.See INST 16094.2 for Design Pressure Ratings,any FL16094 R3 II Inst 16094.2.odf additional use limitations,Installation instructions and product Verified By: Lyndon F.Schmidt,P.E.43409 particulars. Created by Independent Third Party:Yes Evaluation Reports FL16094 R3 AE Eval 16094.2.odf Created by Independent Third Party:Yes •••• 16094.3 c.Smooth/Wood 8'0 Gazed Fiberglass Single Door Panel with and ig hoVIldelites- •� Gain/Rustic/Mahogany Series N Inswing(Outswing(X,OX or XO and 8:0 Configurawns)ENote: •••••• Fiberglass Door Door panel Is a wood stiles/con rails with fiberglass cladding) •••• •• •••••• Limits of Use CerNf cation Agency Certificate•••• • •• •• •• Approved for use M HVHZ:Yes FL16094 R3 C CAC NAMI Cert VAIWilgdf • •• •• Approved for use outside HVHZ:Yes Quality Assurance Contract EnWyiftd Gate •��• i •• ••• Impact Resistant:Yes 01/31/2016 Design Pressure:WA Installation instructions •• • •• Other.See INST 16094.3 for Design Pressure Ratings,any FL16094 R3 II Inst 16094.3.�(� • • additional use limitations,installation instructions and product Verified By: Lyndon F.Schmidt,,F.E.43409 •••••• particulars. Created by Independent Third Partt:•Yes ' • Evaluation Reports ' • • • FL16094 R3 AE Eval 16094.3.odf •• Created by Independent Third Party:Yes 16094.4 d.Smooth/Wood 8'0 Gazed Fiberglass Double Door Panel with and without Sidelites Grain/Rustic/Mahogany Series N - Inswing/Outswing(XX and OXXO Configurations)(Note: Door Fiberglass Door panel is a wood stiles/composite rails with fiberglass cladding) Limits of Use Certftatlon Agency Certificate Approved for use M HVHZ:Yes EL16094 R3 C CAC NAMI Gert 16094 4 odf Approved for use outside HVHZ:Yes Quality Assurance Contra.Expiration Date Impact Resistant:Yes 01/31/2016 Design Pressure:WA Installation Instructions Other.See INST 16094.4 for Design Pressure Ratings,any FL16094 R3 II Inst 16094.4.odf additional use limitations,installation instructions and product Verified By: Lyndon F.Schmidt,P.E.43409 particulars. Created by Independent Third Party:Yes Evaluation Reports FL16094 R3 AE Eva]16094.4.odf Created by Independent Third Party:Yes 16094.5 e.Smooth/Wood 68 Opaque Fiberglass Single Door Panel with and without Sidelltes Crain/Rustfc/Mahogany Series N -Outswing(X,OX or XO and OXO Configurations)(Note: Door Fiberglass Door panel is a wood stiles/composite rails with fiberglass cladding) Limits of Use Certification Agency Certftate Approved for use in HVHZ.,Yes FL16094 R3 C CACAMI Cert 16094.5 odf 87.rMAX.Ov13ta1L 7sMAX.OVERALL Plastpro � s Ron w= 1 F N� 5200 W. CE NTUfiY BLVD. � _ , f LOS ANGELES, CA 90045 , 2 O 2 X_. a X 6 GLAZED FIBERGLASS SINGLE DOOR o 0 4 d w/or w/out SIDELITE(S) Inswing/Outswing ' 'IMPACT' I I GOOK NOM a a 1. ft product anch0r6rg drowtrg hoe been developed and b In CMV§mcewdh the 2010 Floddo 81 Code it l 1122 MAX.OVEML *uCttffd hbckdgale°►9ghVebcBrlaadcamZoW SeetnecerfeononngencycerldCare FRAME WDrrl fordiaes.speofficall"Ord raft - - 2 ProductandhassWbeasWedoW cis down an detak AJ"WftO&r nttobWemate8m irbe a a bum woUdreaftorducco. 3 When used b the'1ivH2°Orb product carplas w th Section 1626 of Ore Fbriria kWM code and does rot requW an T( TIS MpaetrDditdcoveft I �- a � 4. Wirer used b areas outside of tite'HVHr regL*b wind borne debb protection ft product cw p5es wfth Section a H09.12 of to 2DIO FBC and does not Faquke an hVocl al"r 'cOverb'4ThlsprOductrrwbn*ft1"Vand a kwkdwWlndZorw4os dented in ASTM E 1996 wW S 1609.UA of#*FBC. 0 000 0 X 6 0 F 5. 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O&*V uMd g Bre high dam dO(see Section 4%meet water Gin mq* a forltVW.AB otiterCOVEMMOOMdonotmost ftwamer onmq*r► "itr%'!WWWfwly ?M! areas a of tobtiable tocatiara protected b!'an ovtsrlorg a cergW cmc t t da * bO6 ft edge of r aavdwkg tosM b less titer 45 degrees •• ••• • • •••• • •• •••• • 8 a • a 8 B When used to the'1 W.d system mambas(n cantod with rrkm"/cakUlete or evadb• • be heatedwgt an awmid Wemva8reper MC Section?326. � UiBOOP ••• • ••• • 12/19/12 Ott Ott3C�DFf • • • • • • • A� _X 37.5"x 81.81• � 4i50 Q .60,0 t •• • • • i i / D2 - -- N.LS 32 Hodlordal Verum ao�tezn •• i •f• XO/OX 7&l r'x 81.81" +50.0 .50,0 RFL- 5 LFS 4EX detab OXO 112.5°x 81.81' +50.0 .50.0 15094.1lie " & q • • • ••• • • or $ g 0 • • • • • • • • • • • •• •• • • • •• •• 14/,CMIL 1-1/4'MIN. 1-1/4"MIK an.(r1r.J B C pJTERK)R Rid A C INfERK)R INTERIOR C A EMB(m J �+ n v:. 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DEADBOLT 1. °feT�dearaeteakI ftrnadffWW&mpffsrmWhowci ••i i i i • 1/6°ANNEALED GLASS STRIKE PLATE MW PVB INTERLAYER x caeraere rnrdwrbooRora stere aama�s moy e. bmodrrtaN 9•tnii a •: ••: ••• : P"q L BACK TO4ACK JAMB lomorao./a�r�.caiaeAsmKtwrto�orprofedas'A.wCO/ICBJtBt"muHoe ^a � �+ to m ifidd ft mh�d ca b morlepBds�tland cor4rWe®edroes s. Aeariclbr ftWAX 0NCBJ16 &.wvbncmndmcaeded ��ANNEALED C'� H IX BUCK �z • • • •• _ ACE t/rTENP�GLASS BUCI( • ••• +• ALUMINUM FACER 10 1 - - •- auu•1 2 •• ••• •.i • • BACK-BEDDINGSIUCONE aro.er. JK TAOW 1/C 1.1/4 r (READSEAL) LATCHSTsac W. LFS li uw GT6° � • TAPCON� 3/14 1.1/4 S 1-1/r PLATE FL- 6094.1 • DITCH AND DEADI WDETAIL 000 0 an 0 00 00 0 • • •• ••