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WS-14-2730Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-228425 Permit Number: WS -12-14-2730 Scheduled Inspection Date: March 13, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: GREENWELL, JUDE Work Classification: Door Replacement Job Address: 36 NE 111 Street Miami Shores, FL - Phone Number Parcel Number 1121360040040 Project: <NONE> Contractor: J&G CARPENTRY INC Phone: (561)333-5042 Building Department Comments CHANGE OUT 2 DOORS INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-226953. CREATED AS REINSPECTION FOR INSP-226902. No permit on site Doors not installed Supply letter from Arch/ Eng for structural attachment with 2 X Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid March 12, 2016 For Inspections please call: (305)762-4949 Page 20 of 38 S4 ( NlEii &PPs ) BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2010 Master Permit No.w5 I d 2 Y30 PERMIT APPLICATION Sub Permit No. E(BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 0 jV �5 1/ I / City Miami Shores County Miami Dade Folio/Parcel#: I -d / 76 `-/ - ted qc Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFEE: FFE: 2 OWNER: Name (Fee Simple Tiitleholder):�1� ato awt=1. I Phone#:J0'5-2ST- /,Q ) Address:i';T4 r-� City: & IDM 1 ) c o ate_ State: I_Zip: -� 61 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: S; C. cy-C —Phone#: VOA Address: ®'5A�C \ '�q_T_ t k) _ City: �,� L � �- �Stat�e: Zip: �3 `3I Qualifier Name: Phone#: `? � _Lys 'a State Certification or Registration #: 01 ? -� Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: _ Address: City: State: p Value of Work for this Permit: $ b Y • � Square/Unea�r Footage of Work: Type of Work: El Addition ❑ Alteration ❑ New [B/Repair/Replace Repair/Replace Description of Work: e)v�- 2- N Zip: ❑ Demolition Specify color of color thru tile: Submittal Fee $5-0 Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews$ (Re%dsed02/24/2014) DBPR $ . Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 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. 1 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 $25W, 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. OWNER or AGENT The foregalKig instrurrL r nt w/as acknowledged before a this d� v 20 , by ayMe-n o is personally known to me or who has produced I' u lel o ui/ as Identification and who did take an oath. NOTARY PUBLIC: Print: Signature��� .� CONTRACTOR The foregoing instrument was acknowledged before me this day ofOe010- /►tib e C— . 20 1by )C11MPSLIJ ��i� who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: ��.... �,n NpAICYGOLDRINQ / s Seal: Seal: .. *04-mv * MY COMMISSION # EE 880780 °° PAY CO ISBION # EEI SS835 WIN EXPIRES: February 15,2017 p E)CPIRES April 12,2098 �dadThm8 AU99\ udgBlNoffiyServtCN (407)333-0153 FlOWMIGN01arr Sew,ice.com a���9�9s�+ta�a��x��r��x9ox9+xa9xa��9�a�a�� * *v�a9�e �r�r*:+ax�w*�+es�9►9a>ne�r�aM�9se9a�*�*�sx9*s�rtea99�t9s���s***9��s9x�9x�a+r*�r�s+►*�s9se�9xmw*�+rs APPROVED BY Plans Examiner Zoning Structural Review Clerk (ReviWO2/24/2014) Prop= Search Application - Miami -Dade County Page 1 of 1 U t OFFICtom OF THE PRftP=mRzrY APPRAISER Summary Report Property Information Folio: 11-2136-004-0040 Property Address: 36 NE Il I ST Owner JUDE A GREENWELL Mailing Address 36 NE 111 ST MIAMI SHORES, FL 33161-7047 Primary Zone 1000 SGL FAMILY - 2101-2300 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/210 Floors 1 Living Units 1 Actual Area 1,909 Sq.Ft Living Area 1,609 Sq.Ft Adjusted Area 1,759 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1950 Assessment Information Benefit Type Year 2014 2013 2012 Land Value $154,253 $87,509 $75,421 Building Value $119,260 $119,260 $132,714 XF Value $414 $420 $516 Market Value $273,927 $207,189 $208,651 Assessed Value $127,733 $125,846 $123,743 Benefits Information Benefit Type 2014 2013 2012 Save Our Homes Cap Assessment Reduction $146,194 $81,343 $84,908 Homestead Exemption $25,000 $25,000 $25,000 Second liom;;tea1 Exemption $25,000 $25,000 $25,000 Nate: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description COLLEGE HEIGHTS PB 42-8 LOT 4 BLK 1 LOT SIZE 75.000 X 123 OR 18469.4846 02 1999 1 Generated On: 11/6/2014 Taxable Value Information Previous 20141 2013 2012 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $77,733 $75,846 $73,743 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $102,733 $100,W1 $98,743 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $77,733 $75,846 $73,743 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $77,733 $75,846 $73,743 Sales Information Previous OR Book- Price Qualification Description Sale 102101/1999 Page $117,000 18469.4846 2008 and prior year sales; Qual by exam of deed 2008 and prior year sales; Qual by 11/01/1989 $78,000 14329-0714 exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no Habiiity, see full disclaimer and User Agreement at http:lAwAy.mismidede.govliWdisciaimer.asp Version: http://www.miamidade.gov/propertysearch/ 11/6/2014 .0000. 0 ..000 000.0 .0•••. • 0000•• SPECIAL SERVICES CUSTOMER INVOICE Store 6322 N MIAM1113ISCAYNE Phone: (305) 981-2859 12055 BISCAYNE BLVD Salesperson: LMIY14LI MIAMI, FL 33181 Reviewer: rlarcB +GREENWELL JUDE Home Five (305) 758-9263 Ad,— 36 NE 111Th ST . ekPhcm Q mmpanyrkm Cdy MIAMI Jo""a-dw- S1© INSTALL Sime FL Zip 33161 Ceanlg MIAMI-DADE Page 1 of 5 No.. 6322-271974 REPRINT 2014-11-10 09:12 INSTALLER' DELIVERY #f MERCHANDISE AND SERVICE SUMMARYWe 1he oldrtoc sttome��tiolimitthequantiAesafinerei�andise UUUU-15b-4rJU 6A0 EA 1X6-8FTPTWEATHERSHIELD A Q • 0000-168-335 6.00 EA 2X6-8FT #2 PRIME PT WEATHEASHIELD EJ{TENSIE}I • 00:600 ' 000 -9 2- 4 • 0000-2546 3.00 42.00 PC 1X4-8FT SELECT PINE BOARD LF 11116 X3-114 PFJ LWM445 CASING rf A N N 0000' - 24.00 LF 1-114 X2 PFJ WM180 BRICK A N 000"4u-37-7 24.00 WSE TO 1124FLUVERED: LF 1-1}4 X2 PFJ WM180 BRICK Qae 4; enn n A ....�-.. . N 1 R tTY S09Qf' 1000-0311-234 1.00 LJM EA 1;,k 302– �.. �,......,... DESCRJ NA }NAS 0 240 SERIES ALUMII } ENTAY ��.�. PI A TAX rrr u at Mv.0-::25115131 PRICE EACH EJ{TENSIE}I • 00:600 ©+DORREGTAhtGLE34.5 X 8 A FiNISI-I = V4IHITEGLASS N $1,102.90 $1,102.90 6960#6 STRENGTH= HEAT ST ED wn -emneC Tf1 !C roma stircneft. �tFi • - ` ku — • - -- S i �i}1 • 0000-6W-463 sr rnr-r* Qlu r-*1IW tWARRIVALDATE: 1111812014 P -0- Y UM DESCRIPTION I P! I TAX I PRICE EACH 1.00 EA NA N ERGLASS DOORS ENTRY DOOR 31.5 X } ENTRY JA N I �532.g0 S DC}DRS ENTHY DOOR 31.5 X 80.75 DOOR SKIN = SMOOTH - <A ()OR srY�F = R- AhtFl .. CONTINUE00N NEXT'PAGE''• F(�Check your current order status online wurw.hoPnedQpotconWarderstetvs Page 1 4f 5 No. 6322-271574 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: GREENWELL Page 2 of 5 INSTALLER DELIVERY #1 (CantinueM REF #101 DELIVERY INFORMATION: IDELIVERY DATE: INSTALLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION #101 AT TIME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL SID MERCHANDISE - INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL No. 6322-271974 INSTALLATION #1 AEF# 101 ESTIMATED INSTALL BEGIN DATE: IIIDMO14 ESTIMATED INSTALL END DATE: 11210512014 MERCHANDISE TO BE INSTALLED: REF# SKU QTY LIM DESCRIPTION R02 0000-155-400 6.00 EA 1 X6-8FT PT WEATHERSHIELD R03 0000-168-335 6..00 EA 2X6-8FT #2 PRIME PT WEATHERSHIELD R04 0000-922-484 3.00 PC 1 X4-81FT SELECT PINE BOARD R05 0000-225-556 42.00 LF 11116 X3-114 PFJ LWM446 CASING 06 000Q -26? -677 24.00 LF 1-1/4 X2 PFJ WM180 BRICK R0S 0000-952- 7 24.00 LF 1-114 X2 PFJ WM180 BRICK AM � 1000-030-234 1.00 EA NA SIO 240 SERIES ALUMINUM DOORS S1081 0008A5463 1,001 EAI ENTRY FIBERGLASS DOORS ENTRY DOOR 31.5 X BASIC MSTALLJiIT LABOR: AO" � 866696 DESCRIPTION TY UM . TAX PRICE EACH EKFENSION D- �^ 1PRE-1 f l jE -DOO R U P TO 36X96 f 1.00 EAJ 111 $287.00 $287.00 OPTION LAB ECTED INCLUDES: WWI DESCRIPTION QTY UM TAXI PRICE EACH EXTENSION f - -- HAUL 414OF EXISTING DOOR PER DOOR OPENING 2.00 EA N $15.00 $30.00 1'I.-0 INSTALL ADDITIONAL NEW PRE -HUNG DOOR UNIT UP TO 3$X96 (APPLICABLE ONLY DURING INSTALLATION AT THE SAME ADDRESS AT THE SAME TIME 1.00 EA N $240,00 $240.00 23 1 UPGHARGE FOR IMPACT OR INSULATED GLASS UP TO 36" WIDE X 96" HIGH/ 2.00 EA N §90,001 $180.00 -'- CONTINUED ON NEXT PAGE "' Page 2 ofS No. 61322-2719'7'4 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: GRFEA1WELL F:] ;1NESTALLATIONtl (GorlGin ued) AEF #10127UCCO WORK ICJ EXCESS OF MINOR CHIPS AND CRACKS (DOUBLE DOORS UP TO Page 3 of 5 No. 6322-271974 1.00[ EAJ N 1 $180.001 $1 "" CONTINUED ON NEXT PAGE — Page 3 of 5 NO. 6322-271974 Customer Copy n.+va ■ v■ rnnLlc, g71,C 1 T ' 36 i�tE 1 1TF! ST TRIP CHARGE: $0 CITY: MIAMI STATE: FL ZIP: 33151 CREDIT FOR DEPOSIT/MEASURE: �5p COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - iV INSTALL TOTALD�1 167 PHONE: 305 758-9263 ALTERNATE PHONE: 305 768-9263 MMMY BASIC INSTALLATION LABOR INCLUDES: ' DELIVER WITHIN. MILE E INSPECTION OF ST ' DELIVERY WITHIN 3U MILE RADIUS OF STORE OF THE NEW DOOR WHEN THE CASINGFTRIM IS THE SAME SIZE OR * REMOVAL OF EXISTING DOOR UNIT WIDER (CUSTOMER PROVIDES)* ' INIT41 WN SLAB OR PRE 11UNG EXTERIOR DOOR UNIT INCLUDE NON -COLORED STUCCO PATCH TO REPAIR PAINOR CHIPS • ' • • • • • • ' INgftLI;R TO PFVVWNEC ESSARY FASTENERSSHIMS AND AND CRACKS RESULTING FROM REMOVAL OF DCOR (FOR LARGER • • . Cplu-Wpa : • • STUCCO REPAIR, SEE OPTIONS) • • • • • • • * INS?ALL NtW OR t.'4I$TINQ l LOCKSET AND MCK �PLATECI F ' PRE -HUNG DOOR UP TO 72X96 INCLUDES DOUBLE DOORS AND DOORS APPLICABLE} ON NL'tID the {CUSTOMER PROVIDES} WITH SIDELIGHTS * • • • • * A1*U$T8Q0R TOAklh r PROPER OPERATION FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION • • ` DRL -VftE IN JAMB WIALARM WIRING IN SAME LOCATION AS * FINAL INSPECTION HATH CUSTOMER INCLUDING INSTRUCTIONS ON • • • • • Exrbd d DQOR 0'' • CARE ANDIOR TEST PRODUCT TO ENSURE PROPER OPERATION • • • • • • . • * INMIAlf 14EW INTEA8ft*;ASWG AND EXTERIOR TRIMBRICKMOLD • UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: INS1•P�LLI } IS own 7.1196 • i e • • • INSTALL iFIXED ARG- T13ANIOM LITE IN EXISTING OPENING INSTALL MORTISE LOCKS ON WOOD DOORS {CUSTOMER PROVIDES} REP MQAgPENTRY TO EXISTING ON'I=NTNG DISCONNECT AND RECONNECT OF SECURITY SYSTEMSIW IRING STRUCTURAL MODIFICATIONS MUST BE APPROVED EY REGIONAL SERVICES MANAGER OR INSTALL MERCHANT PLASTER, DRYWALL OR SIDINGW{}RK ELECTRICALWORK STUCCO PATCH GREATER THAN 4', PAINT AND STAINING WORK ON SUNDAYS OR HOLIDAYS INSTALL ALL AMERICAN DOORS "" CONTINUED ON NEXT PAGE — Page 3 of 5 NO. 6322-271974 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued INSTALLATION #1 [Condwed) INSTALL FIXED RECTANGULAR TRANSOM LMS NOT PART Of PFIE-HUNGDOOR 1161JT JF YOU HAVE AN ALARM SYSTEM, YOU MUST HAVE iT DISCONNECTED BEFORE THE 114STALLATION BEGINS_ ALSO, 1T WALL NOT BE RECONNECTED AS PART OF THIS INSTALLATION_ ' ELECTRiCITY MUST BE ACCESSIBLE TO THE WORK AREA ' IT MAY BE NOISY DURING, YOUR INSTALLATION `THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA BEFORE COMPLETI,VGI THE INSTALLATION. AIRBORNE DUST IN OTHER PARTS OF THE HOME IS A NATURAL OCCURRENCE AND iS THE RESPONSIBILITY OFTHE CUSTOMER. ' AN ADULT OVER t 9 YEARS OF AGE WITH THE AUTHORITY TO MAKE DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE INSPECTION (WHEN APPLICABLE), DELIVERY AND INSTALLATION 'ALL BREAKABLES AND/OR VALUABLE OBJECTS MUST BE REMOVED FROM THE WORK AREA PRIOR TO INSTALLATION ' COILpR89 AND PETS MUST BE KEPT AWAY FROM THE WORK AREA • 0 • • MOST, r7l Last Name: GREENWELL Page 4 of 5 No. 6322-271974 SPECIAL NOTES: * ADDITIONAL CHARGES AT THE JOBSITE MAY SE NECESSARY TO COMPLETE THE JOB ANDIOR BRING THE INSTALL INTO COMPLIANCE WITH LOCAL ANWOR STATE CODES 'IF UNFORESEEN LABOR 1S NEEDED TO REPAIR DAMAGE FROM WATER, TERMITES, ELECTRICAL OR PLUMBING PROBLEMS, THERE IS AN ADDED CHARGE WHICH MAY NOT BE AVAILABLE FROM HOME DEPOT SO THE CUSTOMER MUST HIRE THEIR OWN CONTRACTOR TO MAKE THE REPAIRS. ` CANCELLING APPOINTMENTS WITH INSTALLERS OR MISSING SCHEDULE© APPOipiTMENTS MAY LEAD TO ADDITIONAL CHARGES * REFER TO PRODUCT MANUAL FOR SPECIFIC WARRANTY AND MAINTENANCE INFORMATION. ' THE INSTALLER MAY DECLINE TO INSTALL THE JOB If IN THEIR PROFESSIONAL OPINION IT SEEMS UNSAFE, IN VIOLATION OF STATE OR LOCAL CODES OR CANNOT BE PERFORMED TO INDUSTRY STANDARDS "W -r- a . I • • • • sees ESTIMATED INSTALL BEGIN DATE: 11105/2014 ESTIMATED INSTALL END DATE: 1210612014 BASIiCINSTALLATON LABOR: WTI •• DESCRIPTION OO® BUIL�,IIN �tr}ATERIALS PERMIT FEE -NAT/ CITY 'UM TAX PRICE EACH EXTENSION - 2 • 2 1.00 EA N $0.D1 $4.01 0�' LABOR SELECTED INCLUDES: OPTION l;II=SCI�IPTIt�Ie1 5 PERMIT AND ADMINISTRATIVE FEE QTY X $f.00)/ ®TY UIQ TAX PRICE EACH EXTENSION IIkF;#TALLATIQN SITE i@AI�IE: GREEIwkUVELL JUDE S6a.O�k EA Id S1.U0 366.00 INSTALL LABOR CHARGE: $365.01, ` CONTINUED ON NEXT PAGE "` Page 4 of 5 No. 6322-271974 Customer Copy • 0000•• • • • s • •0000• •••000 • • .0000• SPECIAL SERVICES CUSTOMER INVOICE - Continued INSTALLATION #2 (caftamism S: 36 NE 11 i TH ST #112 Last Name: GREENWELL iiY ■ISi;;If I; go Page 5 of 5 N4. 6322-271974 ALL FEES ASSOCIATED WITH OBTAINING PERMIT (MUNICIPALITY BASIC INSTALLATION LABOR INCLUDES: FEES, ENGINEERING, WIND OR INSTALLER.WILL IF DELIVERED TOINSTALLEA. THE INSTALLER LL POSTAGE AND ADMINISTRATIVE). LOAD CAlGULATIOIVS, RECORDING, OR AT JOBSITE O.N DAY OF INSTALL AND LEAVE VATH CUSTOMER, STR DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE CUSTUAER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT. ONCE SPECIAL NOTES: HE PERMIT IS PAIR FOR, WORK ON THE PERMIT ASSEMBLY BEGINS ULEDIATELY. CANCELLATIONS WIT7iIN 72 HRS. WILL BE REFUNDED IN FULL. NO REFUNDS ON PERMIT FEES AFTER 72 HRS. OF PAYMENT. Polllay Id (PI)::.:..: At GIVOVS JD �FAVI!X POLICY------*.. .•.. 00.00. 0000 0000 '3�hanl fame DIRO `reserves the nigh t to limit/ deny returns Please see the return policy sign In stores for details.' • 0000•. 0.000• - 0000 000 0 • Page 5 of is No. 6322-2?i 974 Customer Copy T I P� ISO .cTE, .I a DEC 15�i 32" X 80" 30" X 80" REPLACE DOORS IN 2 OPENINGS ONLY. NEW DOORS TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. REPLACE EXISTING DOORS AS DESIGNATED WITH NEW METRO DADE AND/OR FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT = 12 FT 1 IN GREENWELL RESIDENCE 36 N.E. 111TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 1 32 1 80 17.78 4 39.0 -42.4 12-0208.14 58.0 1 -69.7 FAMILY ROOM - LSMI 2 1 30 1 80 16.67 4 39.0 -42.4 FL15210.1 75.0 1 -75.0 SIDE GARAGE - LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW METRO DADE AND/OR FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT = 12 FT 1 IN GREENWELL RESIDENCE 36 N.E. 111TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA FAO! Wind 0-400 Series C&C 2010 FLORIDA BiUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES PS - ZONE 4 Roof Tributa Area (Sq Ft OR 3FT ( S ONE 5 QUESTION. QUESTION. CO SQF ULTL 10 1'S 20 25 30 50 0 -15 ft 3.4 -42.4 -41.6 -41.1 -40.6 -4 .2 _ , i' .3 ' EXPRESS° 1 +39.0 +38.2 +37.7 +37 2 + .8, r _ 19) 1 25 1 44.0 1 35 1 -42.2 -41.6 -411 :7 Q l i -3 81 16 ft +40.6 +39.5 +38.8 +38.2 +37.7 + „,3: 3'6 6 -45.8 -44'6 43.5 42.8 42.2 -41.7 41. � � 3 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 6.8 18 ft -45.1 44.0 43.3 42.7 42.2 , � ��OF =, -45.9 +41.6 +40.5 +39.7 +39.11+38.6 +38.2 Z +3Y9' +? .3 +37.3 45.7 44.6 43.8 -43.2 42.7 42/ v o9' 19 ft +421 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 1 +38.0 1 +37.7 17 ft -46.2 45.0 44.2 43.6 43.1 42.7 42.3 42.0 41.7 20 ft +37.1 +36.8 -55.7 -53.5 -52.0 -50.8 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 +41.6 "46.6 45.5 44.7 -44.1 43.6 43.1 42.8 42A 42.1 21 ft 1 +37.3 -56.4 -54.1 -52.6 -51.4p+39.1 -49.5 +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 +40.2 -47.1 45.9 45.1 44.5 44.0 43.6 43.2 42.8 42.6 22ft -57.0 -54.7 -53.1 -51.9 -50.0 49.3 +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 23 ft 47.5 45.4 45.6 44.9 44.4 44.0 43.6 43.3 43.0 +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 1 +39.9 +39.5 1 +39.2 +38.4 -48.0 46.8 46.0 45.3 44.8 44.4 44.0 43.6 43.3 24ft +44.2 +43.1 +42.2 +41.6 +41-1 +40.6 +40.2 +39.9 +39.6 48'4 47.2 46.4 45.7 45.2 44.7 44.4 44.0 43.7 25 ft +44,6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 39 5 -45.8 47.6 46.8 46.1 45.6 45.1 44.7 44.4 44.1 26 ft ` .3k .6 49.0 22ft +43.4 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 +38.9 -49.2 48.0 47.1 465 45.9 45.5 45.1 44.7 44.4 27ft 8g �B' 0.1 49.5 23 ft +43.8 +42.7 +418 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 49.5 48.3 47.5 46.8 46.3 45.8 45.4 28 ft " . -50.0 24ft +44.2 +43.1 +42.2 +41.6 +45.7 +44.5 +43.6 +43.0 +4.2.4 2, +,t -59.7 -49.9 -48.7 47.8 47.2 -46 6 2 TJ, 29 ft +46.0 +44.8 +43.9 +43.3 +42 7 3 .6 -50.3 49.0 48.2 47.5 47.0 4.5' °- 30ft +46.3 +45.1 +44.3 +43.6 +43.0 .6 2 28 32 ft -51.0 49.7 48.8 48.2 47.6 4 . ✓4 .0 l& +40.3 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. 2.1 35 ft -51.9 -50.7 49.8 49.1 48S j +47.9 +46.6 +45.7 +45.0 +44.5 T L4abiJ 9 53.4 -52.1 -51.2 -505 -49.9 49.E 0` 7"71 Eu 40 ft ,x.49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 -55.7 -54'8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 49.8 49.5 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 soft +42.0 +41.6 +41.2 +40.9 -61.6 -59.2 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 55 ft -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52A -52.0 -51.6 +52.7 +52_3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 +43.3 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -533 -52.9 -52.6 60 ft -59.6 -57.9 -565 -55.4 -54.5 -53.7 -53.0 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 Mean PEAK ROOF IS SMALLI2 LEAST WHICHEDIMENSION =-14 DESIGN PRESSURES (PSF) -ZONE 5 OR 3FT ( S ONE 5 QUESTION. QUESTION. CO SQF ULTL 2010 FLORIDA BUILDING CODE Roof MEAN a Tai ROOF E'VE HEIGHT ROOF Tdbutary Area Sq Ft) EXPRESS° 5 1 ® 15 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 fight 10 15 20 1 25 1 30 1 35 1 40 45 1 50 0 -15 ft -53.6 -515 -50.0 48.9 -47.9 -47.1 -46.4 -45.8 -45.2 +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 OR OTHER7�10 MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND MVAI mw nl IR mwit V•.AmAm -54A -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 46.4 -45.9 16 ft +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 47.6 47.0 46.5 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 -55.7 -53.5 -52.0 -50.8 49.8 48.9 -48.2 47.6 47.0 +41.6 +40.5 +39.7 1 +39.1 +38.6 +38.2 +37.9 +37.5 1 +37.3 -56.4 -54.1 -52.6 -51.4p+39.1 -49.5 48.8 48.1 47.6 19 ft +42.1 +41.0 +40.2 +39.6 +38.7 +38.3 +38.0 +37.7 -57.0 -54.7 -53.1 -51.9 -50.0 49.3 48.7 48.1+42.6 20ft +41.4 +40.6 +40.0 +39.1 +38.7 +38.4 +38.121ft -57.6 -55.3 -53.7 -52.4 49.2 48.6 _ +43.0 +41.9 +41.1 39 5 +39;_ _ +38S 58.1 -55.8 -54.2 ` .3k .6 49.0 22ft +43.4 +42.3 +4L5 + , .3 C „ 9.2 +38.9 58.7 -56.4 -54.7 - 5 5> 8g �B' 0.1 49.5 23 ft +43.8 +42.7 +418 �. Sat +39.2 -59.2 -56.9 -55.2 -53. .2 " . -50.0 24ft +44.2 +43.1 +42.2 +41.6 +41. 2 +39.9 +39.6 25 ft -59.7 -57.4 -55.7 I I .4 +44.6 +43.4 +42.6 9 + .6 EW4CJ2 9.9 -60.2 -57.8 -56.2 -54t- 8 `2Qa 1. -50.8 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -52_2 27ft 1 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 8 ft +45.7 +44,5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +4L9 +41.5 +41.2 -62.1 -59.6 -57.9 -565 -55.4 -54.5 -53.7 -53.0 -52.4 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 -62.9 -50A -58.7 -57.3 -56.2 -55.3 -54A -53.7 -53.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 +47.9 +46.6 +4S.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 -67'6 -64.9 -63.0 -61.6 -60A -59.4 -58.5 -57.7 -57.0 45 It +505 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 '69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 soft +51.6 +50.2 +49.3 +485 1 +47.9 +47.4 +47.0 +46.6 +46.2 55 ft -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 +52.7 +51.3 +50.3 +495 +48.9 +48.4 +47.9 +47.5 -71'8 -69'0 -67.0 -65.4 -64.1 -63.1 -62.1 -613 -60.6 60 ft 1 1 +53.6 +52.2 +51_2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WIND VELOCITY = 175 MPH MRH <_ 60' EXPOSURE 'C' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THEOTT ON, DF -A OWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO E=REO FOR THESE TABLES. 2. TABLES VALID 0 L SF ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F R' E .4 APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 101 SH B D i6 e INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B I, EB AVEM- E` OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTI fl' .EAK R O 5. ALWAYS ROUND C LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI Tom' Af F E OP NING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) Ml7CF1 Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THlI2D SPMIM OPENINGSONLYAREA OF AN OPE BE USED.ALWAYSROflTRIBUTARYAREAS THb UBSH�GEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 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 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 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 LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR, DING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTE N SH, ^ B D VERIFIED BY THE GOVERNING BUILDING DEPARTM L'R 06DE , RANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFER 5. THIS SPECIFIC. ' rI5 f T,> FER ANY PRODUCT APPROVED CERTIFICATION R R L.. MITTED TEST CRITERIA AND OTHER APPROVALS FOR DC >� Tf10 F'._ MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IST ;3Yr 0 iIy. �CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL RO t QMOFORDINANCES. TH HE OST STRUCTURE. 7. NO CERTTFI(:4TI0 FE • I S. EXCEPT AS EXPRESSLY P N, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF -- ' t%0ED 11R SQ1�'�fUlt�gbD7aJ(' 95111H, PEAK ROOF IS SMALLI2 LEAST WHICHEDIMENSION =-14 HEIGHT OR 3FT ( S ONE 5 QUESTION. QUESTION. CO SQF ULTL 2010 FLORIDA BUILDING CODE AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN a Tai ROOF E'VE HEIGHT ROOF I HEIGHT ASCE 7-10, CHAPTER 30 EXPRESS° 5 1 ® 15 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 a R ELEVATION SO SO WALL ZONE FIGURES �, f IS C a 09 m to C: O REMARKS DRUM CHKD DATE INIT ISSUE GSS TSB 03!05/12 2010 FLORIDA BUILDING CODE ENGINEERING *b -m o m m m I S a ASCE 7-10, CHAPTER 30 EXPRESS° _N REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 R n Z DESIGN LOADS FOR COMPONENTS &CLADDING 160 SW 12th AVENUE, #106 ON g Wm - ' - - - THIS DOCUMENT IS THE PROPERTY OF FRANK L BIIJNARDO, �t in O 0 � ® MASTER PLAN SHEET DEERFIELD BEACH FL 33442 `��. � z 2 1 -P P.E AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P E "ALTERATIONS, ADDITIONS, HTGTiLIGHIT B PH: (954) 354-0660 FAX: (954) 3540443 WWW . EN G EXP. CO M y , I CI ASCE IL Pl� O -P rn OR OTHER7�10 MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND MVAI mw nl IR mwit V•.AmAm CERT OF AUTH asses N m MtAMI•DAta►E MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwW.miamidade,gay.(pera/ T. M. Windows, LLC. 601 N.W. 12" Ave. Pompano Beach, FL 33069 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 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 County) 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 manufacturer 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 approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION: Series -249 Aluminum Outswing Doors whvo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. W11-03 Rev B, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See sheet 5 for single or double Door Design Pressure (DP) rating Vs glass type and/ or tlueshold type (Exterior (+) water limit) 2. See sheet 6 for Stationary unit or doors w/ sidelite DP rating Vs glass type and/ or threshold type. Lower DP rating of Doors or Sidelites shall control when combined together, 3. See sheet 4 for Single Door w/ SHW design pressure rating Vs glass type and/ or threshold type, limited to single door application only. LABELING: Each unit shall beara permanent label with the manufacturer's name or logo, city, state and series and following statement: "MiamNQade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed 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 any section of this NOA shall be cause 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 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 # 11-0218.05 and consists of this page I and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. NOA No 12-0208.14 MIAMIDADECOUNW= Expiration Date: April 21, 2016 Approval Date: May , Z.s�� Page 1 T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 11-0218.05) 2. Drawing No. W11-03 Rev B, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS (transferred from file # 11-0218.05) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing doors w/ wo Sidelites (samples A-1 thru F-1), prepared by Fenestration Testing lab, Inc., Test Report No, FTL-6168, dated 12/14/2010, witnessed by Jorge A. Causo, P. E. and signed and sealed by reviewing engineer Marlin D. Brinson, P. E. Note: This test report has an addendum letter dated March 28, 2011, issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural, analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated 02/17/11 and last revised on 04/01/11, signed and sealed by Javad Ahmad, F.E. (submitted under file # 11-0218.05) 2. Glazing complies wl ASTME- 13 00-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass interlayer 8", expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no financial interest, prepared by Al-Farooq Corporation, 01/19/12., signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al-Farooq Corporation, 02/17/11, signed and sealed by Javad Ahmad; P.E. (submitted under file # 11-0218.05) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 11-0218.05, expiring on April 21, 2016. 2. Test proposal # 10-0017, dated 01/06/10 and e-mail test revision dated Oct 06, 2010 approved by BCCO. t�(� 1 • 0"A �_, Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12-0208.14 Expiration Date: April 21, 2016 Approval Date: May 03, 2012 E-1 6" MAX. HEAD/SILL CORNERS 1190 LOCK OPTIONS, SEE SHEET 5 GLASS O.L.O. DIMS. D.L.O. HEIGHT (DOOR & SIDEUTE) = FRAME HEIGHT - 14.875" D.L.O. WIDTH (X DOORS & 0 PANELS) - FRAME WIDTH - 11.875' D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 20')/2 SERIES -240 ALUMINUM FRENCH DOOR Yd/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS 13EEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ), 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 41 7/8" FRAME MOTH 15' MAX. HEAD/SILL A Z m E droving no. 1 \ II N � to , J � o i< 00 � 4 -J \ u 0 + / 4 \II 1 I I li \ 11 (� / \II 1 I I \ y / E I 1 II I 1 u II II roaN l� v I 7- II T M C) n / n I I o �Orom I I I / u u n n 1 B U 20 II 4 �a d SURFACE APPLIED FALSE MUNTS MAY BE USED HEAD/SILL ANCHORS ATSTILE ENDS (6) AT 3" O.C. 6' MAX. HEAD/SILL CORNERS �HINCE OPTIONS '� ��'�S,EE SHEET 5 .� �� An" FRAME WIDTH 3" TYP, 15" MAX, Z m E droving no. x \, a 1%11-03 she�df-10; N � to , J � o i< 00 � 4 -J ma 0 + / i \ It An" FRAME WIDTH 3" TYP, 15" MAX, Z m droving no. �$ �Q99 1%11-03 she�df-10; i< 00 ma 0 + / i \ It a (� / \II 3 / E 1 m roaN l� v M C) -=H-- o �Orom I � o� Z �Z 7 m 0 �a d I \LOCK OPTIONS u \SEE SHEET 5 11___- \ `) /INACTIVE tl ACTIVE N 30" 30 29 7/8" D.L OPG. D.L. OPG. O.L. OPG. a S 38 5/8" 38 5/8" LEAF WIDTH LEAF WIDTH 38 5/8° � o_ LEAF MOTH R TYPICAL ELEVATION ( X ) SINGLE LEAF DOOR 1m:��7;i1lLi��f-� DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 06 P TYPICAL ELEVATION noDuC,f,RKVNW ( XX ) :21.woa wkh We Fk4& DUAL LEAF DOOR Aa;a�20 .f MAH AD . _ CjVL 'E 0 92 it 4ft%p •o �' Z m droving no. �$ �Q99 1%11-03 she�df-10; i< 00 ma 0 + h 0a<p $ a (� aW�€� 3 1 m roaN l� v M C) I Q = o o �Orom I � o� Z �Z 7 m 0 �a d N 30" 30 29 7/8" D.L OPG. D.L. OPG. O.L. OPG. a S 38 5/8" 38 5/8" LEAF WIDTH LEAF WIDTH 38 5/8° � o_ LEAF MOTH R TYPICAL ELEVATION ( X ) SINGLE LEAF DOOR 1m:��7;i1lLi��f-� DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 06 P TYPICAL ELEVATION noDuC,f,RKVNW ( XX ) :21.woa wkh We Fk4& DUAL LEAF DOOR Aa;a�20 .f MAH AD . _ CjVL 'E 0 92 c s •o �' �x droving no. �$ �Q99 1%11-03 she�df-10; 41 7/8- I= HEAD/SILL ANCHORS AT STILE ENDS FRAME WIDTH (6) AT 3" O.C. 1 1/4" MAX 1 1/4" MAX 80" MAX. - i l�— 4 XX DOOR FRAME WIDT —� J G HEAD/SILL O.L. OPG. 38 1/8° HEAD/SILL ANCHORS AT STILE ENDS FRAME WIDTH (6) AT 3" O.C. 1 1/4" MAX 1 1/4" MAX 80" MAX. - i l�— 4 XX DOOR FRAME WIDT —� 15' MAX HEAD/SILL n HINGE OPTIOft SEE SHEEYS / E 4 I u I II \LOCK OPTIONS n II / \SEE SHEET 5—\ --li-- / II �I y INACTIVE ACTIVE i 1° 29 7/8" D.L. OPG. D.L. OPG. 38 5/8- -Eu WIDTH 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( OXXO ) WITH PANEL SIDELITES SIDELI T E OPTION 38 ANCHORS AT NULUON AT 4". 7" & 10" FROM END OF FRAME AT DOOR AND SID£LITES TYP. AT HEAD/SLL SURFACE APPLIED FALSE MUNTINS MAY BE USED EngiJAVAQ nNNAO CMS"•. A 7059T. ' .. V.AN. .•,S138 t Pamew'Y vow Accipbeet Ph 6aglMlar 6M O c u s o � a S drawing no. W11-03 4� 5/16" 0„ MAX. 3Y HEAD/SIU.i I I rr. 1-15 CORNERS HI EADi C HERO/Sal ANCHORS AT STILE ENDS (8) AT 3" O.C. FRAME WIDTH ANCHORS AT MULLION AT 4", 7" & 10' FROM END OF FRAME AT DOOR AND SIDELITES TYP. AT HEAD/SILL SURFACE APPLIED FALSE MUNTNS MAY 8E USED I ' z m 08 gr a o i U 0 enMyi O �M paQo� D'awa a�3�a aul ro v p to 0.1 M U J r�LL 4 = FU Z iz�a IWOUCT wEvwm "211=-Kont - 2_'L� s� O 0 I .Eit.gp JAVAD ACNAO, o 'o FIA NE, 70592, g C 0.N drawing no. W111 —03 A Ri.S'2O4Z - cheek 3 of16 HINGE OPTIOf S \ II -SEE SHEEY5 N / E M II LOCK OPTIONS \�EE SHEET 5 I II n L h INACTNE ACTIVE 1 41 5/8" 30° - =2-97/8- O.L. OPG. D.L. OPG. O.L. OPG. 46 3/8" 38 5/8" SIDELITE WIDTH LEAF WIDTH 38 5/8" LEAF VRDTH TYPICAL ELEVATION ( CxxO ) WITH DIRECT SST S)D$LITES SIDELI^, E OPTION ANCHORS AT MULLION AT 4", 7" & 10' FROM END OF FRAME AT DOOR AND SIDELITES TYP. AT HEAD/SILL SURFACE APPLIED FALSE MUNTNS MAY 8E USED I ' z m 08 gr a o i U 0 enMyi O �M paQo� D'awa a�3�a aul ro v p to 0.1 M U J r�LL 4 = FU Z iz�a IWOUCT wEvwm "211=-Kont - 2_'L� s� O 0 I .Eit.gp JAVAD ACNAO, o 'o FIA NE, 70592, g C 0.N drawing no. W111 —03 A Ri.S'2O4Z - cheek 3 of16 I -- 41 7/8" FRAME WIDTH WINDOW WIDTH O .� 28" r g 6" MAX 15" MAX. i D.L. OPG. (FIXED) o• NEAD/SILL HEAD/SILL O o CORNERS Aq 10 1/2" MAX. S' MAX d HEADHEAD/SILL c: CORNERS 0 Fi---- -- O0aMB Is 0�°Jo ai aZ 53 \FF5-- Mo O N t N p J r 20 7/8" SILL U m 13 J.L. OPG. (VENT) C 3 26 7/8" 3 o N I I VENT WIDTH Z' m $O 0 � w a I 3D" 1z NOTE: r MO. v 0 SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. _ Dp = +65 LEAF WIDTH —80 PSF g ' EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLDz TYPICAL ELEVATION aA.aeY gRoye" Date FOR DESIGN LOAD CAPACITY SEE SHEET 5 Pi': `1C �'��L"vi IF 0 o r SINGLE LEAF DOOR WITH SINGLE HUNG WDIT, INSERT � g S o<m S H WINDOW INSERT OPTION o .' Eggr: JAVAD'AHNAD o n 8 AVL FLA iPfi >9 70591 g APR°�'$ drowing no. W1 1-03 sheet 4 of 1 S I I E1 I 15 I i/ Bl I _ I I \ I I C1 � 14 i I 1 ti 5/8- 1. o I / � S I / 14 SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF I ' FRAME WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPES I GLASS TYPES , 'A' OR 'Al' 'B' OR 'B1' EXT.(+) INT.( -)TEXT.(+) INT.(-) t 42 109 80.0 j 80.0 1 100.0 1 141.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT,(+) LOADS TO 88.0 PSF LOCKS: OPTION #1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM CONVENTIONAL. LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 39-1/2` FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS OPT MULTI -POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 40-1/2' FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) #12-26 X 2-1/4" ON MS METALLIC STRIKE PLATE AT 40" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2" FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2" & 76-1/2" FROM BOTTOM FASTENED WITH (2) #8-32 X 1/2" PH MS (FLUSH SCLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNNG) HINGES: DOOR WIDTH `1 ( XX) DOUBLE LEAF (XX) DOORS WITHOUT SIDEL TES DESIGN LOAD CAPACITY - PSF GLASS TYPES FRAME WIDTH FRAME HEIGHT 'A�. 'Al" 'B' OR 'Bl' INCHES INCHES EXT. +) WT.(-) I 80 109 80 1 80.0 EXT.( -f) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD UMIT EXT.(+) LOADS TO 88.0 PSF 7-5/8" LONG ALUM BUTT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. OPTION 42 3-1/4" LONG ALUM PIVOT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. FASTENED TO FRAME WITH 2 1/4-20 X 1-1/2" MS FASTENED TO PANEL WITH (2) 5/16-18 X 1-1/2" MS SEALANTS; FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. SINGLE LEAF (X) DOORS WFCH S.H. INSERT DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPES 0 DOOR A', 'Al'. 'H' OR 'Bl' EXT.(+) WT.(-) 42 109 65.0 80.0 GLASS TYPE 'F' III B.H. WIIW \ / I ACTIVE . INACTIVE ( XX) DOUBLE LEAF (XX) DOORS WITHOUT SIDEL TES DESIGN LOAD CAPACITY - PSF GLASS TYPES FRAME WIDTH FRAME HEIGHT 'A�. 'Al" 'B' OR 'Bl' INCHES INCHES EXT. +) WT.(-) I 80 109 80 1 80.0 EXT.( -f) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD UMIT EXT.(+) LOADS TO 88.0 PSF 7-5/8" LONG ALUM BUTT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. OPTION 42 3-1/4" LONG ALUM PIVOT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. FASTENED TO FRAME WITH 2 1/4-20 X 1-1/2" MS FASTENED TO PANEL WITH (2) 5/16-18 X 1-1/2" MS SEALANTS; FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. SINGLE LEAF (X) DOORS WFCH S.H. INSERT DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPES 0 DOOR A', 'Al'. 'H' OR 'Bl' EXT.(+) WT.(-) 42 109 65.0 80.0 GLASS TYPE 'F' III B.H. WIIW EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD UNIT EXT.(+) LOADS TO 58.0 PSF vwuticiratvuw 1!: Fh0ft �"`,Reela -o EtlpkeNw NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13OD-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 Engn'JAv�AHNAp FLA. NEU'70592 CAN, 556618 I G AOR �%mu Z p Q C �o 08 M1 a 0a.ac + O'dwo _ I ?m J� U aW�f� Growing no. W11-03 STATIONARY PANEL (0) OR DOORS VITF. SIDEdTES DESIGN LOAD CAPACITY - PSF iLQ PANEL/D:RECT SET GLASS TYPES FRAME HEIGHT DOOR WIDTH SIDEUTE WIDTH 'A'. 'Al', 'B' ON 'Bl' INCHES INCHES INCHES EXT, 41 7/8 (X) 81 86 (XX) 48 80.0 68.7 4 8 (X) 85 80 46 80.0 69.7 418 7 91 0 (XX) 48 80.0 69.7 41 7/8 (X) 97 80 (XX) 42 80.0 79.6 41 7/8 (X) 103 80 (XX) 42 BOA 78.6 109 41 7/6 (X) 80 (XX) 41 7/8 80.0 80.0 LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 55.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDEUTE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDEUTE CHART WILL APPLY TO ENTIRE SYSTEM. OIRECT SET SIDEUTE WIDTH DOOR WIDTH (X) OR (XX) WIDTH ACTIVE PANEL SIDEUTE WIDTH DOOR WIDTH (x) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 c i E DOOR W. SIDEUTE W. � ( Ox SIC E,�,i ZITE W. DOOR W._ 1 jf iLQ / \ ( Ox SIC E,�,i ZITE W. DOOR W._ 1 jf / \ I (OxX) ( XXO SIDEI I %i STATIONARY ( 0 (OXO) ( oxxo ) F%pw A.taaae Ne &ap3tattw bah Engr JAVAp AHMpO L`IYIL '' . KA, FE fg 058'Z. �. "h1 as F oraming no. W11-03 6" HEAT STREN'D GLASS .090 NTERLAYER SAFLEX PVB BY 'SOLU7N' 3/16" HEAT STREN'0 GLASS SILICONE �CE ROS7701 GE 1200 I i it fO A 4 1 HEAT STREN'D GLASS 1/4" AIR SPACE F--3/16" HEAT STREN'D GLASS .090 NTERLAYER SAFLEX PYS BY 'SOLU'M' 3/16" HEAT STREN'D GLASS SUCONE GE ROS7701 GE 1200 5 I'M -3/16' HEAT STREN'D GLASS .090 INTERLAYER �SENTRYGLAS BY 'DUPONT' 3/16" HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1200 W a � g 37 I\ II I z 02 t" HEAT STREN'D GLASS ALUMINUM SPACER #8 SNS W p j SENFRYGLAS BY 'DUPON 2 PER LITE, AT 6" FROM ENDS 1/8" HEAT STREN"D GLASS -GE I RGS7701 AT 4-1/2' FROM ENDS AND 10-1/2' O.C. \\ � 0 ---- EPDM SETTING BLOCK 1/8" X 3/4" X 4" LONG J Lal 4 Ng i J z(y yy�� Q W 2 PER LRE, AT 6" FROM ENDS GLASS TYPE 'A' ONW 1 LASS TYPE 'A I' GLASS TYPE 'B' t GLAZING OPTIONS GLASS TYPES GLAZING DETAILS AT._. SIDELITE S TYPES OR 'Bt' (ABOVE) SILICONE T -GE RGS7701 GE 1200 HEAT STREN'D GLASS 1/4' AIR SPACE 3/16HEAT STREN'D GLASS .090 NTERLAYER SENTRYGIAS BY 'DUPONT' 3/16" HEAT SiREN'0 GLASS SILICONE CE RCS7701 GE 1200 z z II \ li I n n GLASS TYPE 'H1' ATSMS/2" FROM ENDS I z 02 t" HEAT STREN'D GLASS .090 INTERLAYER ` SENFRYGLAS BY 'DUPON 2 PER LITE, AT 6" FROM ENDS 1/8" HEAT STREN"D GLASS -GE I RGS7701 n GE 1200 (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) 0 c� J Lal 4 Ng i J z(y yy�� Q W ATSMS/2" FROM ENDS I W / AND 10-1/2" O,C. EPDM SETTING BLOCK 1/B" X 3/4" X 4" LONG 2 PER LITE, AT 6" FROM ENDS GLASS TYPE $ M (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) c� J Lal 4 6 ONW 1 Z O a00 mes"T ray"No 6eatw. *iug Md TAN no AgeepPeatc FM 1 .� 'Ormtws Dote 14 AMmI bad NeaBItelCNeh� Ei �:.3AYAA AHMAO'' o •� cmL' •. FLA. PE ® 70592 c n CA, 38 '. 1 drowin9 no. t. W11 -U3 APR 1_ f sheet 7 of 16 TYPICAL ANCHORS HIGH THRESHOLD APPR'D FOR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR) FOR SPACING 1137 WOOD SUGFI (SEE NOTE SHEET i) 2BY O BUCK EDGE 0 TRUCTURE pIST, (SEE NO HEFT 1) JF7 2 N t N �U 15 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING my,U WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM UIB W 28 O 2 U ALTERNATE Z `T n ALTERNATE my,U WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM a TYPICAL ANCHORS I EDGE DIST. FOR SPACINGNS LOW THRESHOLD NOT APPR'D FOR WATER RESISTANCE I 07 ro +g AND TRANSFER THEM TO THE BUILDING STRUCTURE. aS= U Z drowmg no. LIMIT MAX. EXT(+) LOADS TO 58.0 PSF L .F. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/41 DIA, ULTR(Fu-177 KSI, FY -155 KSI) ..! m RUCTURES APR.. B 7Oi2 1-1/2" MIN. PENETRATION INTO WOOD __ sheet 8 of 16 THRU 187 BUCKS INTO CONC. OR MASONRY 1-1 4" MIN. EMBED INTO CONC. OR MASONRY M `" E DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY -I 1/4" DIA. SEL' DRILLING SCREWS (GRADE 5 CRS) c ¢ � Q N W INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") !3 c'CO m INTO METAL STRUCTURES a o $ STEEL : 1/8. THK. MIN. (Fy = 36 KSI MIN.) i' z ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) a p to C (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) -T TYPICAL EDGE DISTANCE NTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = ±" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pe - 3000 PSI MIN. c Lo t2 C-80 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. C 18@I11CiFftd,B o z wtli fk s snprygfnR e fTdNgt Aaeap4att paZ ^ •% iii - ftn8fra{lM'A Deo c Ay l�iM.A Ka �^ "cI o - OPERATING UNITS ° o -'KCAL ANCHORS EDGE DIST. FOR SPACING STANDARD THRESHOLQ APPR'D FOR WATER RESISTANCE a TYPICAL ANCHORS I EDGE DIST. FOR SPACINGNS LOW THRESHOLD NOT APPR'D FOR WATER RESISTANCE Engn JA IAO AHMA0 FIA.- PE # 70582• - C.AN. 3938 I U S drowmg no. LIMIT MAX. EXT(+) LOADS TO 58.0 PSF .F. W 1 1-03 APR.. B 7Oi2 __ sheet 8 of 16 TYPIC 3/8" MAX. /�\ �\ : ia• ..�� SHEET 5 3/8" MAX. RICK CAL ANCHORS ELEV. SPACING ACTIVE LEAF HINGES HINGE OPTION SH S) Ru""T Ri1/WA -LM the Ftatm. Aer. VU.Poe I O ./t/ 8mgkmkm % t "L• A tE�BrCmgLAHMAo e �hLM O CAA N. 3538 92. APR,. 'C?612 TYPICAL ANCHORS SEEELL-V. FOR SPACING OPERATING UNITS I o •� o sheet g of 16 ALTERNATE � �T g ANCHOR LOATION Al O00O0'14 AIS, FRAME JAMB IL a N = Qm� OL m 3/8" MAX. SHLN S d, XY 20YCK OR N URE � O p•-ro m ^ 2+ Z IL HINGES HINGE OPTION SH S) Ru""T Ri1/WA -LM the Ftatm. Aer. VU.Poe I O ./t/ 8mgkmkm % t "L• A tE�BrCmgLAHMAo e �hLM O CAA N. 3538 92. APR,. 'C?612 TYPICAL ANCHORS SEEELL-V. FOR SPACING OPERATING UNITS I o •� o sheet g of 16 TYPICAL ANCHORS SEE ELEVATIONS ALTERNATE V 3 EGG IST. / FOR SPACING rANCHOR LOCATION 3A PANEL SIDELITE INSTALLATION_. DETAILS �� o rm'` ALTERNATE rANCHOR..LOCATIO c UI / 38 Z J w � IL e 08o a 6 16 ALT. F A 0 E Q Q$ 00NO #10 X 1• PH SMS LL g/8" —� AT 4° FROM ENDS #10 X 3/4" PH SMS AND 16" O.C. MAX. DS (,� 1 15 Q el ii AT SP FROM EN `/ I i 3 AND 24" O.C. MAX, n 3 i TYPICAL HORS •. v 'n 1 i I E NG I I FOR AG o e °� to y I1 _ U J I 1 — W � �i � n � 16 21 2 • O _ N � � EXTERIOR 5 Z m ii. LEAF WIDTH LEAF WIDTH e '= z W t�, J(/ I � a ?, '�, i I SILICONE Z.TT HINGES O Q iu { PANEL SIDELITE WIDTH 1 1/4" DOOR FRAME WIDTH I f s rxbTpurr x�v� a � � 6 6 •Myiplri�140 lt'be HHt9AR i 109 OR Addxphwet M� ^020 •� O t I EtPi.Mks�te � �'$ 29 MYd P - ' WE: G 7 i6 2 T 6 z PANEL SIDELITE UNITS ALTERNATE N ry \ N EnFIA PE g 7bS92 Io m ' CIVIL•. � __ L .N.•�.438 � L/2- 3/8- v v .� OM ttPICAL ANCHORS EDGE DIST. TYPICAL ANCHGRS drowi0EDGE DST SEE ELEVATIONS I SEE ELEVATIONS FOR SPACING FOR SPACING Nt1 '� —03 JNIT TD. THRESHOI, PANEL SIDELITE UNIT HIGH THI2ESEOLD) APR ` $oiz sheet 10 of 16 TYPICAL ANCHORS EDGE GST. —SEE ELEVATIONS FOR SPACING as e I CKl 6 J 9 'UR SPACING DIRECT SET SIDELITE UNITS MICAL FOI DIRECT SET SIDELITE INSTALLATION DETAILS AND 16' O.C. MAX. tii@IIU67' I�YIBYD Wila Me F%Aft Sd1a DIRECT SET SIDELITE UNITS . En§f: JAVAD AHW, CNLL -FLA. PF.* R1992.. L , ` CA.t11�'39po35 ��I 4 I o n a X 5 drawing no. W11-03 4 000 .000 1 1.750 2.3I7s 093 1.75 .825 �_ 082 4.000-- .062 1.750 ��u I N 1 3 0 i 2.375 LL C 1.Sa3 t FRAME HEAD O TM_ 99 8.250 •WO 37 PANEL GLAZING BEAD O TM_ I55A 1.843 .141-�- 5 3.465 O SIDELJTE HEAD/SILL I� 9 GW -30769 4 a Q a .062 F^--2.375�j jo--2.125 .125 0.310 .850 .713 1.465 ,715 •050 i Q a Q Q Q e}J n 0,' IuyyA� O ,J CENT R HINGE 0.572 I 4.000 1.799-�I a 1.988 �'-- 19 DOOR TM BOTTOM RAIL -29236 1.262 1 '--` 2.725 125 • 0.248 m.572 GW ...... O OUTER HINGF. HINGE PIN- I _ dl -3.681 SIDEUTE GLAZING BEAD (INSUL LAM. CLASS), - :0 PIVOT HINGE-� e I mn ^ M m M d U N 1.900I^-1.500-^{ _.250 __ I •125 875 1 .129 Ito .062 I -�I 1.376 1.000 I STD. SILL ADAPTER .500 29 8A5798 •16fl -.i. MID RAIL CORNER CHANNEL � .655 LOW THRESHOLD 1.656 -� 8970K8 I I 30 DOOR .iAMBfSI 99LlTE FRAME .625 .oat 1.75510 I 1.750 .093 � .825 ---_� ...44.L.� .0822 t.03D .i._ . _� �.. ._3.j .635 1.275 "'i m $ 0 n .C62 x,000 --4.090----.093 HINGE CAP .250 I I �- 1.829-1 L1.685 z2 q DOOR STILE X10 HIS i F.H. SMS I HIGH SILL ADAPTER i 29 TN-193 O ' 38 �'o CL �.� .582 -� TM -32995 i II o ' 2.000 I o �j' INSU�. GLASS PANEL ADAPTER !^--2.157�� I 4.530 .125 TM -194 4.659 .093 ODOOR TOP/BOTTOM RAIL =jjo 1 Irk 3.5007.689' 71111 o0 7.595TM-32994 .6252.040 .082= I .060 4.000 I 1.574 �5 __I- .075 .625 4 000 i 2.000 Ito o 2.126 b- FRAME SILL (STO.) 'H' MULLION SILL COVER O 8A5 797 1S IM -121A 30 TM -180 .--9 ACTIVE LEAF LOCK STILE Q 2.625 ` rk4uutTrzvtaw o000 O WEATHER-STRIP ADAPTER GW -31826 �J TM -172 BUTT HINGE .062 I w 4*W*kg Wa the "o'W tmi� cod! AecaBYeape 9N•'OiA •{ 4.000 .999 FnpirMles r.' JA • Wi%D, •- OIML .186-r 38 FiA:PE 70592 ±.988 .062 Cn,N.•. L < m 4.859 093 L.079 �� 2.040 0 3.790 �0 1.554 .300 C� a' o n 3 3 -q 1.287 I^- �, I .715 .050 FLr_T .125 L q 5 35 _1.75 .625 --4.009 b 2011 -=-1.779 ..! !j b-1.750 38 '• O draxing no. SIDELITE GLAZING BEAD (LAM. GLASS TM -157 INACTIVE LEAF LOCK STILE 4A 7M-36048 REINFORCING BAR 31 TM -182 ALT. DOOR JAMB/SIDELITE FRAME ALT. FRAME COVER BA BA I �'P I.�' - sheet .2 Of7B / 28 -M 8 PART 8 QUANTITY - DESCRIPTION MANF./SUPPLIER/RR 1 TM -099 1 FRAME HEAD - 2 W797 1 _ FRAME SILL (STD.) - 2A 897OKS 1 LOW THRESHOLD 10-8-3-- 3 M45499 2 FRAME JAMB - 3A BA AS REDO. ALT. DOOR JAMB/SIDELOE FRAME38 8236 4 BA TM -172 AS REDD. I ALT. FRAME COVER ACTIVE LEAF LOCH STILE - 4A 5 TN -36048 TN -32995 I I INACTIVE LEAF LOCK STILE _ PANEL HINGE STILE 6063 -TB - 8063 -TB - S TN -32994 1 PANEL TOP/BOTTOM RAI. 6053-176 - 7 GW 31826 4 WEATHERSTRIP ADAPTER 6063-T6 END OF DOOR STILES B FD 107 3/ LEAF 8U7T HINGE 6083-T6 SULLNAN & ASSOC. 8A 9 - OW3O769 3/ LEAF AS REDD, PIVOT HINGE SETELITE HEAD/SILL - 6063 -TB LOINA 8083-T6 - 2222 2 DOOR LOCK INSERT E; ­T6 T6 LOCK STILE 4808 2/ LEAF PRESSURE PLATE -TIE ROD ALUMINUM 4" LONG �LL 202 2/LEAF _ FLUSH BOLT ASSEMBLY ALUMINUM SULLNAN & ASSOC. 21A 01 AS REDD. AS REO'D. 'H' MULLION FOAM FILLED BULB W'STRIPPING 6063-T6 - - .167 X .250 T -SLOT 84 AS REO'D. MULTI FLAP FOAM FILLED BULB W-STRIPPI14G - - 11 ;F AS REO'D. 2/LEAF FOAM FILLED SUL8 W'STRIPPING - FLUSHBOLT GUIDE, LOCK STILE ENDS (TOP/8OTTOM) 6083-16 .167 X .350 T -SLOT N Be M PLASTICS 8236 1 PANEL BOTTOM RAIL 6063-T6 AS REDO. 2/LEAF 810 x 1/2" F.N. UNDERCUT SMS. 1/2"0 THREADED ROD, WASHER & NUT STEEL STEEL AT FLUSH BOLTS TOP/BOTTOM END RAILS - 7 DEAD BOLT LOCKING HANDLE MULTI POINT LOCK - - KWK-SET ACTIVE LEAF, 41" FROM BOT7OM 36 DUST PLUG (OPTIONAL) PLASTIC COOR JAMB INSTALL. SCREW HOLES T96 AS REDD. AS REOO. 810 x 1" P.H. SNS. (ASSY. SCREW) STD. SILL ADAPTER STEEL DOOR FRAME MEMBERS/MULL CLIPS 6063-T5 - L AS REDD. HIGH SILL ADAPTER (USED WITH STD. SILL) 6063-T5 - 180 182 1 SILL COVER LOCK STILE REINFORCEMENT 8083-T8 - - ID! C)W L1IYd. ULJUJ 4 SIDEUTE GLAZING BEAD (INSUL. LAM. 55A OPTIONAL PANEL GLAZING BEAD 194 - INSUL. GLASS PANEL ADAPTER OGLE DOOR W/ S.H. WDY7. tl W-Itl I NUE LITE OLALINU PEHIAIEIER 8083 -?8 SIDE LITE GLAZING PERIMffiR 8063-T8 - b083 -TS - DOOR C0MPONENTS rurallucr Ilevaw w ftgtL ,.LM Hle itelNll Ne 72-b2O •/jA 6a91retbX 6e3e AAMNI en11<:, r< CMl�mw FCA.' PE 8 70597. • C.A.. ,11636 1 be APR21n•1P �L,Iv Z r 0� Q O o � a V O 7 � c jj ' 8 kZw—� TYPICAL ANCHORS EDCE DIST. —SEE ELEVATIONS FOR SPACING `fes � n 'II •• ALTERNATE LOCATION o Z d oZ a I Al w a 8y � a o C� � 18 1 0 ti :i 0 m 76 Q ohm O a 8 #10 X 1-1/2' FH SMS t8 h SEE ELEVATIONS FOR SPACING Q 3 tt SN I � � m D � O M a 3 v M 17. 1301, 4 a5 5�=� $ o^m Z n _ 3 4. ! O ,q i I II t I O � UM f- t0 `L O a ai 1 G1 � jt I 1 1 I I I ✓j � 1 CO I m 3• 3. t'tWDUCTREYIBm ae e11A the Me& v 8 lz OR 19 "plying �sa.e M. 12 0 y IE>tplratlxe DaN 6 1 a ti� icm 0 X 1- 1/2' FH SMS 18' 16 SINGLE_ _�X' OPERA NG UNITS 19/ S.H. 1 L_ -- — SEE ELEVATIONS--/ FOR SPACING I� I 2 '� Q 1 a z .. nqr:, tAV MLAV CAN.; 5938 o I 'SEE droving no. ° TYPICAL ANCHORS ' EDGE OIST. ELEVATIONS FOR W11 —i)3 SPACING HI—THRESHOLD OPTION sheet 14 of 16 3/e" MAX. SHIMbio x 1-1/2" FF+ sMs 3/6" MAx. p E1C� SEE ELEVATIONS � FOR SPACING F1 SHIM F w dz VENT WIDTH Q IL a Q+ 2BY OOD BUCOR I 3 3 Q p O WOW S UCTUR _– D. PG. +FS PICAL ANCHORS 1 16 12• E ELEV.0. 71 R SPACING I Q pip 0: 4=Al. ' aZel 18 EXTERIOR 5 I 0 TYPICAL ANCHORS SEE ELEV. D.L. OPG. (FIXED) FOR SPACING S.H. WINDOW WIDTH HINGE OPTIONS LEAF WIDTH _ SHEET 5 coo DOOR FRAME WIDTH _ IMI SEE LOCK OPTIONS O --t SHEET 5 d 5 ��U 3/8" MAX. 3/1. MAX. S m SHIM C., SHIM Z 3 O 3 3 IBV v Z METAL a WOOD BUCK Z d m STRUCTURE - O O ACTIVE LEAF G d TYPICAL ANCHORS 16 SEE ELEV. t8 FOR SPACING 55��c Ci o ----- ............... 0Eylg691wall 0 21 TYPICAL ANCHORS gy$�° y SEE ELEV,of v. FOR SPACING = 16 1No -620 •J v Qi.' ±:X'PERIUI2 5ratlarDae D.L. OPG. _- LEAF WIDTH a* 0 0 FRAME WIDTH JAVAO.A— o •u CIVIL ' F' F ' 70592. C.AN. 1 018 n SINGLE (X) OPERATING UNITS W/ S.H. WDW, C/ c-- drawing no. AP— . i dti sheet '5 of 16 1,937 87 -'ki 082 —� �— I.625 F---1.875-"II --¢ FRAME 4EAD 750r 00 9 d 937 FIXEC MEETING RAIL STD. VENT 70P RAIL 787 982 .062 .674 .617 SASH LATCH �y 1.362 .060 2.2150 2.725 - .750L VENT BOTTOM RAIL 1 746 'Q �'—.130 .696 '� .�. a FIXED RAIL REINF .095 2.541 II � .140 I -1.563 -TT DOOR STILE REINF. .658 e .750 062 -�I 1.045 b - SASH SIDE RAIL .989 877 1.875 943 .055 4�-1.469 FRAME: JAMB 2.050 2.826 .062 i ' L� .682 I 1.937 FRAME FRAME SILL .062- j 375 j .250 [7 GLASS STOP ANGLE ITEM P PART P REGO. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1.1 GW -31798 1 FRAME HEAD 6063-T6 - 2.1 TM -117 2 FRAME JAMB 6063-T6 - 3.1 - 1 FRAME SILL 6063 -TS - 4.1 GW -36123 1 FtXEO MTG. RAIL 6053 -TS 5.1 TM -113 1 STO. VENT TOP RAIL 6063-T8 - 6A TM -112 1 VENT BOTTOM RAIL 6063 -TB - 7.1 CW -31802 2 VENT JAMB 6063-T6 - 8.1 TM -115 2/VENT SPRING LOADED EGRESS LOCK ® 6" FROM ENDS 6063-T6 8A.1 - 2/VENT LATCH LOCK ® 6" FROM ENDS CAST-�� 9.1 - AS REOD. GLAZING STOP ANGLE ALUMINUM - 10.1 - 2 VENT STOP (5-1/4" LONG) PLASTIC - ft.1 - 2 SPIRAL BALANCE - CALDWELL 12.1 - 4 VENT GUIDE PLASTIC - 13.1 WV -3045 AS REDD. BULB WEATHERSTRIP VINYL - 14.1 W43201 AS REOD. P SEAL WEATHERSTRIP WOO, - 15,1 W43371 AS REGO. FN SEAL WEATHERSTRIP WOOL - 16.1 --_ 1 FRAME/VENT ASSEMBLY SCREWS CRS ®10 x 1" P.H. SMS 17.1- - FIXED RAL REINFORCING ALUMINUM - 18.1 - - DOOR STILE REINFORCING ALUMINUM - I T -O I FRAME TOP CORNER I 3. 16. FRAME BOTTOM CORNER S.H. WINDOW COMPONENTS 16. 5. 7. VENT TOP CORNER Ykf7DUt'7' I�YIC6p 18. a1WIA tw A,m✓�gcee N4�� . ErpirM{Vr DNe I : P / Engr JAVA AHMAD /" 'CML ' •. F4A. PC,'d 70582 G:A.M. APR' 10912 VENT BOTTOM CORNER I '� m 05O L x V ? � 0 R<g 04 azo 9 an o drawing no. W11-03 Florida Building Code Online ]gipfiirr[ $CIS Home I Log In User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications FSC Staff `: BCIS Site Map =, links i Search Businesy �� Profess t Product Approval J (@USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15210-R4 Application Type Revision Code Version 2010 Application Status Approved Comments 2004 Archived Q Product Manufacturer Plastpro Inc./ Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.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 Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J. King, P.E. In Validation Checklist - Hardcopy Received Certificate of Independence FLIS210 R4 COI CERTIFICATE OF INDEPENDENCE, odf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 http:/hwww.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQNvtDgv3yVVKJZIQRCFPqu8gbCgprmeaOF5rd62QziM6unW2Wglo3d%3d[91212014 9:08:24 AM] Florida Building Code Online ASTM E84 ASTM G26 G 155 TAS 201, 202, 203 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R4 Eauiv of STANDARDS odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/01/2014 Date Validated 07/07/2014 Date Pending FBC Approval 07/08/2014 Date Approved 08/25/2014 2005 1995 2005 1994 FL # Model, Number or Name Description _ 15210.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Inswing/Outswing (X - Grain/Rustic/Mahogany Series O Fiberglass Configuration) Door Limits of Use M _ Installation Instructions Approved for use In HVHZ: Yes FL15210 R4 II INST 15210 1.odf I Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings, any additional use FL15210 R4 AE Fval 15210.1.Ddf {f limitations, installation instructions and product particulars. 1 Created by Independent Third Party: Yes Grain/Rustic/Mahogany Series 0 Fiberglass Inswing/Outswing (OX or XO; OXO - Configurations) Door �.. -- Limits _ 1 j of Use Approved for use In HVHZ: Yes Installation Instructions FLIS210 R4 II INST 15210.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 iImpact Resistant, Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings, any additional use FLIS210 R4 AE Eval 15210.2.ndf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.3 c. Smooth/Wood Grain/White Wood' 618 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Grain/Rustic/Mahogany Series 0 Fiberglass Inswing/Outswing (XX; OXXO - Configurations) Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes # EL15210 R4 II INST 15210.3.odf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 3 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any additional use FL15210 R4 AE Eval 15210 3,odf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 115210.4 d. Smooth/Wood Grain/White Wood 16-8"Impact" Glazed Fiberglass Single Door - Inswing/outswing (X - Grain/Rustic/Mahogany Series 0 Fiberglass Configuration) Door Limits of Use Installation Instructions i Approved for use In HVHZ: Yes FLIS210 R4 11 INST 15210.4.odf I 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 15210.4 for Design Pressure Ratings, any additional use FL15210 R4 AE Eval 15210.4.odf limitations, Installation Instructions and product particulars. Created by Independent Third Party: Yes 15210.5 e. Smooth/Wood Grain/White Wood X6'8 Grain/Rustic/Mahogany Series O Fiberglass "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Inswing/Outswing (OX or XO; 0X0 - Configurations) r j Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R4 II INST 15210.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 ?' 1 Impact Resistant: Yes Created by Independent Third Party: Yes !Evaluation Design Pressure: N/A Reports Other: See INST 15210.5 for Design Pressure Ratings, any additional use FL15210 R4 AE Eval 15210.5.04 i limitations, Installation instructions and product particulars. Created by Independent Third Party: Yes 115210.6 f. Smooth/Wood Grain/White Wood _ 618 "Impact" Glazed Fiberglass Double Door with or without Sidelites - i I, Grain/Rustic/Mahogany Series 0 Fiberglass Inswing/Outswing (XX; OXXO - Configurations) h4 //www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQNvtDgv3yVVKJZIQRCFPqu8gbCgprmcaOF5rd62QziM6unW2Wg%3d%3d[9/2/2014 9:08:24 AM] L, Fidrida Building Code Online Door � Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R4 II INST 15210.6.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 15210.6 for Design Pressure Ratings any additional use FLIS210 R4 AE Eyal 15270 6 odf limitations, installation instructions and product particulars ; Created by Independent Third Party: Yes 15210.7 Smooth/Wood Grain/White Wood 8 Impact" Glazed Fiberglass Single Door - Outswing (X - Configuratlon)Grain/Rustic/ TIDoor Mahogany Series O Fiberglass -- ------ Limits of Use -- Installation Instructions Approved for use in HVHZ: Yes FL15210 R4 rt Inst 15210.7.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 15210.7 for Design Pressure Ratings, any additional use FL15210 R4 AE Eyal 15210 7 odf i limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.8 h. Smooth/Wood Grain/White Wood —__ — 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites Grain/Rustic/Mahogany Series 0 Fiberglass Door Outswing (OX or XO; OXO - Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R4 II Inst 15210 8.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 15210.8 for Design Pressure Ratings, any additional use FL15210 R4 AE Eva] 15210.8, odf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.9 if. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Double Door with or without Sidelites Grain/Rustic/Mahogany Series 0 Fiberglass Outswing (XX; OXXO - Configurations) Door Limits of Use {Installation Instructions Approved for use in HVHZ: Yes i FL1521.0 R4 11 Inst 15210.9.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 15210.9 for Design Pressure Ratings, any additional use FL15210 R4 AE Eval 15210 9 odf limitations, installation Instructions and product particulars. Created by Independent Third Party: Yes 15210.10 Sm00:h/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Configuration) 11 Grain/Rustic/Mahogany Series 0 Fiberglass Door _ _ jjj Limits of Use -� Installation Instructions Approved for use in HVHZ: Yes FL15210 R4 II INST 15210.10.ocif 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 15210.10 for Design Pressure Ratings, any additional use ELIS210 R4 AE Eval 15210,10.pdf limitations, installation Instructions and product particulars. i Created by Independent Third Party: Yes 15210.11 k, Smooth/Wood Grain/White Wood —�8'0 Grain/Rustic/Mahogany Series 0 Fiberglass "Impact" Opaque Fiberglass Single Door with Sldelite or Sidelites - Outswing (OX or XO; OXO - Configurations) Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes I F 15 10 R4 II INST 15 10 1l,odf i 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 15210.11 for Design Pressure Ratings, any additional use FL15210 R4 AE Eval 15210.11.0of limitations, Installation Instructions and product particulars. Created by Independent Third Party: Yes _ 15210.12 I. Smooth/Wood Grain/White Wood r 8'0 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Grain/Rustic/Mahogany Series O Fiberglass Outswing (XX; OXXO - Configurations) y Doar ` Installation Instructions Limits of Use Approved for use in HVHZ: Yes FI.15210 R4 11 INST 5 10, .odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 ti Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports jf Other: See INST 15210.12 for Design Pressure Ratings, any additional use FL15210 R4 AE Eval 15210.12.odf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.13 Smoot /Wood Grain/White Wood X8'0 "Impact" Opaque Fiberglass Single Door with Surface Bolts - Outswing i Grain/Rustic/ Mahogany Series 0 Fiberglass (X - Configuration) Door `m. Limits of Use Installation Instructions Approved for use in HVHZ: Yes EL15210 R4 11 INST 15210.13.odf Approved for use outside HVHZ: Yes I! 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 15210.13 for Design Pressure Ratings, any additional use FL15210 R4 AE Eval 15210,13.odf limitations, installation Instructions and product particulars. I Created by Independent Third Party: Yes _ 15210.14— Smooth/Wood Grain/White Wood - 18'0 "Impact" Opaque Fiberglass Double Door with Surface Bolts on Active , In. Grain/Rustic/Mahogany Series O Fiberglass 1 Door panel - Outswing (XX - Configuration) i Door of Use Installation Instructions Approved for use In HVHZ: Yes fL15210 R4 II INST 15210 _4 odf ,Limits Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i hlltpJlwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG E V XQwtDgv3y V V KJZ l QRC FPqu8gbCgprmea0F5rd62QziM6un W2 Wg%3d%3d[9/2/2014 9:08:24 AMI Impact Resistant: Yes ! Created by Independent Third Party: Yes Design Pressure: N/A tEvaluation Reports Other: See INST 15210.14 for Design Pressure Ratings, any additional use FL152 0 R4 AE Eval 15210.14.pdf limitations, installation instructions and product particulars. ? Created by Independent Third Party: Yes 3. Smooth/Wood Grain/White Wood 18'0 "Impact" Glazed Fiberglass Single Door utilizing the WINDSERT"° an Grain/ Rustic/ Mahogany Series 0 Fiberglass operational window insert - Outswing (X - Configuration) Door Limits of Use Installation Instructions g. Approved for use in HVHZ: Yes FL15210 R4 II INST 15210.15.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 15210.15 for Design Pressure Ratings, any additional use FLIS210 R4 AE Eval 15210.15.pdf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes Contact Us :: 1940 .NorTh_M9nrW_StrMt, Ta_1jA. 5see. EL 32N4 Pt14nq ASQ_ ABL -10R.4 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M Et 21 secut'ittvm ;'IthN' hftry..+w-ww.floridabuilding.org/pr/pr_app_dti.aspx2param=w EVXQ%vtDgv3yVVK.IZIQRCFPquBgbCgprineaOF5rd62QziM6unW2Wg%3d%3d[9/2/2014 9:08:24 AMI R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Certificate of Independence RW Building Consultants and Lyndon F. Schmidt, P.E. do 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 in the accompanying Florida Product Approval. 17ple-y- Lyndon F. Schmidt, P.E. FL No. 43409 July 1, 2014 R:\Admin Docs\FBC "Templates\Certificate of Independence.doc Sheet I of I February 17, 2012 To Whom It May Concern: Building o sultants, Inc. Consulting and Engineering Services for the Building industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Equivalency ASTM D 635-98 Equivalent to ASTM D 635-06 The products referenced in this Product Approval have been tested in accordance with ASTM D 635-98. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM D 635-98 is equivalent to ASTM D 635-06, which is the reference standard and year that has been adopted by the 2010 Florida Building Code. ASTM G 26-95 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 26-95. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM G 26-95 is equivalent to ASTM G 155-05a, which is the reference standard and year that has been adopted by the 2010 Florida Building Code. ASTM E 84-05 Equivalent to ASTM E 84-07 The products referenced in this Product Approval have been tested in accordance with ASTM E 84-05. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM E 84-05 is equivalent to ASTM E 84-07, which is the reference standard and year that has been adopted by the 2010 Florida Building Code. Lyndon F. Schmidt, P.E. FL No. 43409 CA leo. 9813 1. This product has been evaluated and is in compliance wish the 2010 Florida Building Code (FRC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchor shall be as i'isted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or Tucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Buikifng Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requires wind borne debris protection this product compiles with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.4 of the FRC. 3. For 2x stud construction, anchoring of these units shall be the somas that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering onafysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ", All other configurations do not meet the water infiitratlon requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 97.50" MAX. OVERALL FRAME WIDTH 37.50" INSWING I x 37.50' OUTSWING x 61.13" gee sheet 2 for hardware pressure % e8 swra N.T.S. DWa, 9114 JK ICW.. BY. IFS FL -15270,1 XT 1 OF TABLE Of COMENTS SHEET APSERtPRON -- — i Typical elevot:on, design pressures, & general notes 2 Door panel details 3 Horizontal cross section — 4 Verkoi cross seciians 5 lock detoi6 6 k detalls-- 7 Buck and frame anchoring 9 8s6 at matgriats 97.50" MAX. OVERALL FRAME WIDTH 37.50" INSWING I x 37.50' OUTSWING x 61.13" gee sheet 2 for hardware pressure % e8 swra N.T.S. DWa, 9114 JK ICW.. BY. IFS FL -15270,1 XT 1 OF 70.7" z.a 0.4" EXTERIOR a' INTERIOR CAP (P'./ C) HINGE STILE (LVL) LATCH STILE (LVL) CAP (PVC) 1 HORIYOWAL CROSS SECTION �2/ 35.75" MAX OA. WIDTH D min Y Ll SEE HARDWARE TABLE ;EE HARDWARE TABLE 2 �2,, D+DrJR PA7dEL C� Plastpr� Fibergia�s NRRD67iAREfiAeLE AMAWFA CTU eR M{Yt7Ed PA�1%!iE$fGN ...... .. .. .. .. _. __.. ....... .. ....._._. �RESStTkE' __._. __.. ,_. KWIKSET KNOB: S:GNATURESERIES } 7S DEADBOLT: ERI SIGNATURE SUES (?W) SCHLAGE MOB: `rSERIES(Fsl) � 7§ DEADDOLT: v SERIES (860162) PAMEX LEYER: FL36SERIES 7§ DEADBOM FD"SERIES MULTI -POINT L=: TEL ENNiQA1'° ff SERIES W & F t 75 See sheets S and b for muifi-paint !ec<details. TOP RAIL (COMP.) tti INTERIOR r7C�IERIOR FOAM CORE (POLYURETHANE - 1.9 PCF MIN.J e' FlBERGLASS SKIN , • I {0.1^wr'IWN.THK.1� ..•°.` ..`� fI� 3OTTOM r'2� VERTICAL CROSS SECTION �__2_�, LE: N.'.S. JK sr. LFS ONG n'o-' FL -15210.; ET 2 O J 1-114" MI 1 Z M. (TYP.) �A) G i m CJ 4 � o N Q> M � o m a s INTERIOR eso�S a mda m« o 3 ° z e n e L U t!1 J Ci �) EXTERIOR H 27 4 D i F E 1-114° MIN. I N D 2GEMB. {TYP.j }I - °a �) ��= % 3 HORIZONT�iL ROSS SECTION c) d C C f � Sf�uFvnw/ IXsuErbuck Q.15" 1 �) � ne m Q15° C'SINK C, inl' I INTERIOR 11 n n INTERIOR 7 16/12 T EXTERIOR �K{ERlCR 27 �' / SCAM ' L E s \ HORIZONTAL CROSS SEC OWN = : � r ( \ HORIZONTAL CROSS SECTION` Lf' Outswing shown -InsWing \� Oi hvrfigshcum - nsvhr g aQawan+ A EMB. !iYP.) -- a so approved %aha approved FL- 152' ? i. ? 0 E e c CL: C alp 7 G E s EXTERIOR INTERIOR z 7 1 2 ^ EXTERIOR I ERIOR EXTERIOR INTERIOR 1'2--'� VERTICAL GROSS SEC11ON 4 Shown w/7X sub -b k m (� VERTICAL GROSS SECTION t 4 Outswi proved \ EXTERIOR INTERIOR i E -- — r`f a a EXTERIOR INTERIOR m p G 4 En � I (3331 ` 33. 33 �j I z I'JJ�� ` s VEIMCAL CROSS =ONC�_ / � I i Shown w/ ADA Yhresho d t 36 — malt 38 e e 4 ,/ / / E �K \ �j `T 'G z � M-E:02jT6jT< SCALI: z /'3 CTI VERTICAL CROSS SEMN � -.a. 4 Outswing connrgusatiort VERTICAL CRt?SS SECTION [° sr JK o � - osvangconfiglration laa sr LFFS 3 t—ts2To.r �: L rstFfr _4 9 e pm 2 8 W CC p m Tn O Q yj N 0 Z cZ p 2X BUCK $8 m cs 4 � iXDUCK � K23 2.17" w O 6iOPPEA4ULT!-POf�Fd®CKSEd = (�) 2X BACK IL �d of I l �Point'Tur�g�.u>" ci �`®� c � Ix BUCK (�{�— 9 I 1.7" 2X BUCK tom) = 0 1x BUCK HJ__,23 u T CLi � f II I1 T— � I S7R(KEJAMQ al � �I Ij �+ LJ a+.ta, 02116 ..12 fJ 6 �S� scnlc: N.T.S. ° � Iowc+. er: JK m AAtlC71 iQINT a7R(KE PLAdEDRAW (4A7CN AND DEADE[k75iR(KE PLATE �J Tongue ar: LF, z auw+rm NO.: N MANUAL RAISED srl�m TONGUE GEAR SYSTEM FL-152 i G. ; , 0 5 aL' S ei ) .7, ^a@Jf a Z, � e � ( E� k - | � � \ (m \ � ( 2X.BljCK6 ^ - \ � � MUCK" 02116112\ _ ¥_& § J ; w&Fr m� e + m+ _ «3 * a» k . z , E 99999-\ Q' (IYP•) rp e a OTYP. HEAD & JAMBS .� a MASONRY 7 OPENING 8 2X BUCK ci r� a �p BUCK ANCHORING SWKE JAMB CONCRETE ANCHOR MOMS - 1. Substitution of equal concrete anchors from a o fterent supplier may hav distance and center distance requirements. 2. Concrete anchor locations at the corners may be adjusted to maintain the min, edge distance to mortar joints. Concrete ereher locations noted as "MAX- ON CENTFR" mus. be adjusted to maintain the min. edge distance to mor tarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: �~ ADA SIL ONLY as FRAME ANCHORING Masonry conslnicflon I X BUCK Z(IIP.) � SSS)<XBUCK. 7j r� 5,3)2X BUCK (H )iXBUCK LATCH & DEADSOLT DETAIL SEE HINGE \�L 2X BUCK DETAIL PYP.) IX, BUCK MASONRYT TYP. HEAD & JAMBS OPENING FRAME � —T 2X BUCK �~ ADA SIL ONLY as FRAME ANCHORING Masonry conslnicflon HINGE DETAIL uns,mng W,� HINGEJAMB L HINGE DEIAiL Outswing i3 z � � 2 O �ai34 z °z* 8gmcoB °: a ° 0 z 0 zo a w cc m u� il I cmt IL BY: ,IK a BY: LrS S WlirG PVC.: FL -152'0. FT ] CF I X BUCK 2X BUCK 1, H )iXBUCK � SSS)<XBUCK. 7j 5,3)2X BUCK (H )iXBUCK LATCH & DEADSOLT DETAIL HINGE DETAIL uns,mng W,� HINGEJAMB L HINGE DEIAiL Outswing i3 z � � 2 O �ai34 z °z* 8gmcoB °: a ° 0 z 0 zo a w cc m u� il I cmt IL BY: ,IK a BY: LrS S WlirG PVC.: FL -152'0. FT ] CF 4.56° �— 4.6" 4.56- M 1 � Lnm� _O N z t� OUiSWlMC THRESHDiDm ° ° o Ra o N OUIS6'd1P�G aHRECHOID FQLY FIBER dAMII B 9 J. ? 8 DLI' (QOSRj ��' Calumbia ffigh Dam (Salj 1 WaApro 4.56° 6 - —4.6�- --- —moi 8 a 4.71 v t 236° --° !- .— IT o BilTS:""o 7HRtSHL�1D OurSw1MG TNRESf9Ot0 bYOC?D JAdHB c� 32 DLP (GnSH) '3' CaumbEa (575) g o 6 O ¢ c' 2.O } d -I OST �\ oJY3kY NG 7HRESHOID *--C7IfltSWRdG iHAESHfldD WEA7tiFR$TRIP (ems fTOQR B�TYolb9 s6bEEP �7 Endura (Z -Series) Caurnhia Enduua t - 5.625' d.5r' i -TF- 02116/12 scn. N.T.S. 36 lW56Ytitts iiIkESHCIiL 3j LIIIVIING ll�'U DID F ADR iH€ IIHbtC oaG, at JK - End�:a 7 -Series) �� DLP tlSe�) cw�. er: 1,=S llitAli"ItdG NO.: L-15210.1 she S of 9 E1LL OF MATERIALS ti n m ria f �sCRtrrtocu eul��etna A 1 X BUCK SG >= 0.55 WOOD �® N B 2X BUCK SG>=0.55 WOOD S C 114" MAX. SHIM SPACE - S» a p D 114 X 2-3/4"PFH ELCO OR liW CONCRETE SCREW STEEL �0 �50 E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE vxz° oo $ 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 9 sPS G 114" X 3-3j4" PFH ELCO OR ITW CONCRETE SCREW STEN. maa H 3/16"x3-1/4"PFH ITW CONCRETE SCREW STEEL a O T I 114"X 1-3/4 PFH ELCO OR RW CONCRETE SCREW STEEL U L ; #8 X 2-1/i PFH WOOD SCREW STEEL F B 1 POLY FIBER JAA18 COMP. f VINYL 2 FINGER JOINTED PINE FRAME WOOD i 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP YINYL 9 4X4" BUTT HINGE STEEL a ti 11 #9 X 3J4"PFH WOOD SCREW STEEL ? G 22 3 POINT "{'ONGUE' MULTI -POINT tOCKSET (Mfg. BY HOPPE} STEEL 23 MULTI -POINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCHMI DEADBOLT STRIKE PLATE (TONGUE SY�TEMj STEEL c 27 LATCH STRIKE PLATE STEEL 0 Q J � 28 ; DEADBOLi STRIKE PLATE (SECURITY) STEEL o 29 .4D.4 THRESHOLD ALUM o 30 • OUTSWI1dGTHRESHOlD .410�4f/WOOD i aj a` m _ 31 dUTSWI:JG TNRESHUtD ALUM/WCOD � 32 _ OUTSWING THRESHOLD ALUMJWOOD I 33 dUTSWING THRESHOLD ALUM/COMP 34 OUTSWiNGTHRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM(COMP 37 INSWING THRESHOLD _ h,LUMIWOOD 38 INSWING THRESHOLD ALUM/COMP _ 40 DOOR PANEL- SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - �o 55 #10X1-TJ2"'FH SL'REW STEEL 57 ,BACKING PLATE STEEL 58 _ 48 X T' PFH WS STEEL � 60 MULTI -POINT STRIKE PLATE 02 LOCK ASSEMBLY STEEL F DATE 0<.`16j 12" SrALf_ N.; C, owl x: JK asc ev: LFS oRAW4:G 4i�: i F— ?5210.1 N sw�Fe 3 or 9 � R W wilding Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Bos 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Ceilificate of Authorization No. 9813 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro, Inc. based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do 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. Limitations: I. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15210.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL -15210.1 for size and design pressure limitations Supporting Documents: 1, Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. ETC -05-255-16776.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ETC Laboratories Joseph L. Doldan, P.E. ASTM G 26-95 ETC -06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L. Doldan, P.E. ETC -07-209-19303.0 ASTM D 635-98,638-03,1929-96 & 2843-99 ETC Laboratories Ben Meunier 2. Drawing No. Prepared by Signed & Sealed by No. FL -15210.1 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17.Q2Q,and Guide 53. r. W A ff Xyndon F. Schmidt, P.E. ' �: FL PE No. 43409 7/2/2014 PF 1596 Sheet 1 of 1