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WS-14-2729Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-226957 Permit Number: WS -12-14-2729 Scheduled Inspection Date: January 27, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: CHRISTIAN AND MICHELLE GAVIRIA, Work Classification: Door Replacement WIRAAQ �A\/IDIA 1700 Job Address: 136 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: J&G CARPENTRY INC rsuuamg uepartment comments CHANGE OUT FRONT DOOR Phone Number Parcel Number 1.131010190040 INSPECTOR COMMENTS False Phone: (561)333-5042 Inspector Comments Passed 49 CREATED AS REINSPECTION FOR INSP-225174. Not ready Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 26, 2015 For Inspections please call: (305)762-4949 Page 19 of 29 APPS Miami Shores Village _ Building Department DEC 15 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION UNE PHONE NUMBER: (305) 762-4949 FBC 20 l D BUILDING Master Permit NoA_, Z PE EIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING ❑ REVISION f-1 EXTENSION ❑RENEWAL ❑PLUMBING [] MECHANICAL ]PUBLIC WORKS (] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS , JOB ADDRESS: � � �% � C7 J City Miami Shores County Miami Dade Zip: 313 Y 3 2 ° Folio/Parcel#c 11 l L ,% f(`> % is the Building Historically Designated: Yes NO ._._ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: c OWNER: Name (Fee Simple Titleholder): 'yir, 5' i,_j Q i I;z 1 t2t Phone#: Address: k .3 6 ') C(� [ _ City: MYSa uvi , S State: (' ' _ Zip: -S J 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: -CttI'i� si ki, ~ ; Q1 Phone#: Address: t'3T�� � Cf '�,�. City: , Tb� `- State: Zip: r f Qualifier Name: t!Yl \ )'L a Phone#: State Certification or Registration #:� U Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �% /tea ` � L)o Square/Linea�r-F-,000ttage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New , , I='J Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: «e 3 f Submittal Fee Permit Fee $ r� CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 2, 9— (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. Signature 1691Signatur OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this _Z_5± day of &L, 1# � � 20 CNR.45 ,,,N 4✓iJU r '�who i�s`personallknown to me or who has produced as I identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this day of_ -D1-_0 `Ew,,_ E?C 20 , by e�ybQ.S�r , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign.s Print: Print: Seal: N;;;,4,n ..yq, Seal: "A MY COMMISSION N EE188835 tat ru * 4SI0#1#FFO6 , < EXPIRES April 12, 2016 MY GtAiMISSION # =S: NoAT& 2% 2817 ( t4oal39"M53 Floridallot� SOM .c r* * WSiaoNltllhr*ss lf0V*v4P*** F�dr tw, dltru getNabrYSenka m m., ° eFa kr*dyproBudgtN"581VIO APPROVED BY `� 6 Plans Examiner Zoning Structural Review Clerk (Revised02/24/tom) Property Search Application - Miami -Dade County Page 1 of 8 Address Owner Name Folio SEARCH: Property Address 136 NE 91 ST Miami Shores, FL 33138-2810 owner TOMAS GAVIRIA (JTRS) CHRISTIAN GAVIRIA &W MICHELLE Mailing Address 136 NE 91 ST MIAMI, FL 33138-2810 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds I Baths I Half 3/2/0 Floors 1 Living Units 1 http://www.miamidade.gov/propertysearch/ 11/18/2014 SPECIAL SERVICES CUSTOMER INVOICE Store 5322 N MIAMI/BISCAYNE Phone: (305) 981-2959 12055 BISCAYNE BLVD Salesperson: LMM4L1 MIAPAI, FL 33181 Reviewer: Nare Hrnm phone GAVIR)A CHRISTIAN (305) 219-8665 ¢ " 135 NE 91 ST ST 'NockPhcre (305) 219-8665 i C4rrparl/ NanN MIAMI SHORES dcbDescriprian READY REVIEW sta" FL Zip 33138 C"- i*' MIAMI-DADE Page 1 of 5 No. 6322-274518 2014-11-17 09:19 CUSTOMER PICKUP #1 - MERCHANDISE AND S�E RVI CE SUM MARY sold to cust me sit to limit the quantities of merchandise REF # W'11 SKU # 0040-575-664 Customer Pickup } Will Call STOCK MERCHANDISE TO BE PICKED UP. REF # SKU QT`S I UMSCRIPTION P} -I TAX I PRIG EXTENSION ROS 0000-168-335 3.001 EA 2X6 -BFT #2 PRIME PT'WEATHERSHIELDI 1A I N $5.T7 $17.31 R10 COOO-626-767 2.001 EAMD3-1/2"X3f4"X36"THLD-OAK! SCHEDULED PICKUP DATE: 12112!2414 A $10.fi7 $21.34 D • $38.65 d TOMER PICKUP- REF #W11 INSTALLER DELIVERY #1 WILL -CALL MERCHA uP Will -Call items The store for 7 days only. Check you r current order status online at www.homedepot.comfoWerstatus Page 1 of 5 No. 5322-274518 FOR WILL CALL MERCHANDISE PICK-UP PROCEED TO WILL CALL OR SERVICE DESK AREA (Pro Customers, Proceed To The Pro De; Customer Copy REF # 101 STOCK MERCHANDISE TO BE DELIVERED: FIEF # SKU QTY UM N Pl TAX PRICE EACH EXTENSION R04 0000-155-400 3.00 EA 1X6-8FT PT WEATHERS I A N .17 -15.51 R06 0000-252-677 21.00 LF 1-1/4 X2 PFJ WMI R A N $1.53 $34.23 R06 0000-565-411 21.00 LF 11116X2-1/4 7 CASING A N $0.80 $16.80 S/O - MDSE TO BE DELIVERED.REF # S02 ESTIMATED ARRIVAL DATE: 12106/2014 P.O. #22505465 REF SKU QTY UM DESCRIPTION PI. TAX PRICE EACH EXTENSION S0201 1 0000-728-255 1.0 "Lj�Ih ENTRY DOORS DOUBLE ENTRY DOOR 741 DOUBLE ENTRY DOORX 80.5IMPACT ENTRY DOORS A N $1,805.40 $1,805.40 • CONInNUED ON NEXT PAGE "• WILL -CALL MERCHA uP Will -Call items The store for 7 days only. Check you r current order status online at www.homedepot.comfoWerstatus Page 1 of 5 No. 5322-274518 FOR WILL CALL MERCHANDISE PICK-UP PROCEED TO WILL CALL OR SERVICE DESK AREA (Pro Customers, Proceed To The Pro De; Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: GAVIRIA Page 2 of 5 INSTALLER DELIV R'Y #1 (Coninued) AEF #101 DELIVERY INFORMATION: DELIVERY DATE: INSTALLER WILL SCHEDULE _INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION #101 AT TIME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL S/O MERCHANDISE - INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL INSTALLATION #1 No. 6322-274518 Page 2 of 5 No. 6322-274518 Customer Copy REFS 101 ESTIMATED INSTALL BEGIN DATE. 1111512014 ESTIMATED INSTALL END DATE: 12/1 5/201 4 MERCHANDISE TO BE INSTALLED: REF # SKU OTY UM i DESCRIPTION: R04 0000-155-404 3.00 EA 1X6-8FT PT WEATHERSHIELD R05 0004-252-677 21.00 LF 1-114 X2 PFJ WM180 BRICK R06 0000-565-411 21.00 LF 11/16X2 114 PFJ WM327 CASING ROB 0000-1018-335 3.001 EA 2Xro-8 42 PRIME PT WEATHERSHIELD R10 0000-826-767 2.00 EA MD 3-112'X3/4'X36' THLD-OAK S0201 1 0000-728-255 1.001 EAJ IMPACT ENTRY DOORS DOUBLE ENTRY DOOR 74 BASIC INSTALLATION LABOR: SITU DESCRIPTION: QTY UM TRX PRICE EACH EXTENSION . 0000-523 EXTERIOR DOOR FL-NATIPRE-HUNG DOOR UP TO 72X96 -672 1.00 EAJ N 1 $470.00 $470.40 OPTIONAL LABOR SELECTED INCLUDES., OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 1 HAUL AWAY OF EXISTING DOOfi PER DOOR OPENING)/ 1.00 EA N $15.OG $15.00 24 UPCHARGE FOR IMPACT OR INSULATED GLASS OVER 36" UP TO 72" WIDE X 96" HIGH1 1.00 EA N $160.00 $160.00 26 STUCCO WORK IN EXCESS OF MINOR CHIPS AND CRACKS (SINGLE DOORS UP TO 36"X96'1 1.00 EA N $145.00 $145.00 CUSTOM LABOR SELECTED INCLUDES: Op'TION DESCRIPTION QTY I UM TAX PRICE EACH I EXTENSION — I ownNUEo ON NEXT PAGE "' Page 2 of 5 No. 6322-274518 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: GAVIRIA Page 3 of 5 No. 6322-274518 INSTALLATION #1 (Cons ed) REF #141 1 ICUT STUCCO TO FIT 2X6X8 . 1.001 PAI hI 1 $150.00 $150.00 INSTALLATION SrTE NAME: I GAVIRIA CHRISTIAN INSTALL LABOR CHARGE: $940.00 ADDRESS: 136 NE 91 ST ST TRIP CHARGE: 0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138-2810 CREDIT FOR DEPOSIT/NIEASURE: $50.00 COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX: Merchandise - IN LABOR - N $890.00 PHONE: 305 756-7159 ALTERNATE PHONE: 305 756-7459 BASIC INSTALLATION LABOR INCLUDES: ' PRE-AISTALLATIONJOBS ITE INSPECTION OFTHENEW DOOR WHEN THE CASINGITRIM JS THE SAME SIZE OR * DELIVERY WITHIN 30 MILE RADIUS OF STORE WIDER (CUSTOMER PROVIDES) * REMOVAL OF EXISTING DOOR UNIT 'INCLUDE NON -COLORED STUCCO PATCH TO REPAIR MINOR CHIPS 'INSTALL NEW SLA8 OR PRF -HUNG EXTERIOR DOOR UNIT AND CRACKS RESULTING FROM REMOVAL OF DOOR (FOR LARGER * INSTALLER TO PROVIDE NECESSARY FASTENERS, SHIMS AND STUCCO REPAIR, SEE OPTIONS) CAULKING ' PRE -HUNG DOOR UP TO 72X96 INCLUDES DOUBLE DOORS AND DOORS * INSTALL NEW OR EXISTING LOCKSET AND KICK PLATE(IF 'KITH SID ELLGHTS APPLICABLE) ON NEW DOOR (CUSTOMER PROVIDES) 'FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION 'ADJUST DOOR TO ENSURE PROPER OPERATION * FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON 'DRILL ROLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS CARE AND/OR TEST PRODUCT TO ENSURE PROPER OPERATION EXISTING DOOR ` INSTALL NEW INTERIOR CASING AND EXTERIOR TRIWBRLCKPdOLD UNLESS STATED ABOVE THIS INSTALLATION DOES.NOT INCLUDE: INSTALL DOORS OVER 72X86 INSTALL. MORTISE LOCKS ON WOOD DOORS (CUSTOMER PROVIDES) INSTALL FIXEDARCH TRANSOM UTE IN EXISTING OPENING DISCONNECT AND RECONNECT OF SECURITY SYSTEM&VVIRING REPAIR CARPENTRY TO EXISTING OPENING STRUCTURAL MODIFICATIONS FAUST BE APPROVED BY REGIONAL SERVICES MANAGER OR INSTALL MERCHANT PLASTER, DRYWALL OR SIDING WORK ELECTRICAL WORK STUCCO PATCH GREATER THAN 4', PAINT AND STAINING WORK ON SUNDAYS OR BOLI DAYS INSTALL ALL AMERICAN DOORS INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRE-HUNGDOOR UNIT SPECIAL MOTES: ' IF YOU HAVE AN ALARM SYSTEM. YOU MUST HAVE IT - ADDITIONAL CHARGES AT TI+E JOBS ITE MAY BE NEC ESSARY TO DISCONNECTED BEFORE THE INSTALLATION BEGINS. ALSO, IT COMPLETE THE JOB AND/OR BRING THE INSTALL INTO COMPLIANCE — CONTINUED ON NEXT PAGE *•: Page 3 of 5 No. 6322-274518 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: GAVIRIA Page 4 of 5 No. 61322-274518 INSTALLATION #'I (CarAmped) - - REF SI01 WILL NOT BE RECONNECTED AS PART OF THIS INSTALLATION. WITH LOCAL AND'OR STATE CODES `ELECTRICITY MUST BEACCESSISLE TO THE WORK AREA .IF UNFORESEEN LABOR IS NEED ED TO REPAIR DAMAGE FROM WATER, ' IT MAY BE NOISY DURING YOU R INSTALLATION TERMITES, ELECTRICAL OR PLUMBING PROBLEMS, THERE IS AN ADDED 'THE INSTALLER WILL BROOM CLEAN TH E IMMEDIATE VIOR K AREA CHARGE WHICH MAY NOT BE AVAILABLE FROM HOME DEPOT SO THE BEFORE COMPLETING THE INSTALLATION. AIRBORNE DUST IN OTHER CUSTOMER MUST HIRE THEIR OWN CONTRACTOR TO MAKE THE REPAIRS. PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE 'CANCELLING APPOINTMENTS WITH 114STALLERS OR MISSING RESPONSIBILITY OF THE CUSTOMER. SCH EDULED APPOI NTM ENTS MAY LEAD TO ADDITIONAL CHARGES 'AN ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE ' REFER TO PRODUCT MANUAL FOR SPECIFIC WARRANTY AND DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE MAINTENANCE INFORMATION. INSPECTION (WHEN APPLICABLE), DELIVERY AND INSTALLATION 'THE INSTALLER MAY DECUME TO INSTALL THE JOB IF IN THEIR 'ALL BREAKABLES AND/OR VALUABLE OBJECTS MUST BE REMOVED PROFESSIONAL OPINION IT SEEMS UNSAFE; IN VIOLATION OF STATE FROM THE WORK AREA PRIOR TO INSTALLATION OR LOCAL CODES OR CANNOT BE PERFORMED TO INDUSTRY STANDARDS 'CHILDREN AND PETS MUST BE REPT AWAY FROM THE WORK AREA I UMTAX INSTALLATION #2 Page 4 of 5 No. 6322-274518 Customer Copy REF # 109 ESTIMATED INSTALL BEGIN DATE: 11116/2014 ESTIMATED INSTALL END DATE: 12J15J2014 BASIC INSTALLATION LABOR: SKU DESCRIPTION? QTY LIM TAX PRICE 8ACI-I EXTENSION 0000-114 BUILDING MATERIALS PERMIT FEE -NAT/ -442 1.00 EA N $0.01 $0.01 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY I UMTAX PRICE EACH EXTENSION 5 1 PERMIT AND ADMINISTRATIVE FEE QTY X $1.00)1 365.00 EAJ N 1 $1.00 W5.00 IDISTALLA-13014 SITE NAME: CAViFiIA CHRISTIAN INSTALL LABOR CHARGE: $365.01 ADDRESS: 136 NE 91 ST ST TRIP CHARGE: 0.00 CITY: MIAMI SHORES STATE: FL ZIP; 33138-2810 COUNTY: MIAMI•DADE SALES TAX RATE. 7.000 TAX: Merchandise - N LABOR - N PHONE: 305) 756-7459 ALTERNATE PHONE: 305 766-7459 CREDIT FOR DEPOSIT/MEASURE: + —"CONTINUED ${1.00 $365.01 ONNM PAGE-' Page 4 of 5 No. 6322-274518 Customer Copy . I v v SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: GAVIRIA Page 5 015 No. 6322-274518 INSTALLATION #2 (Cooed) *ALL FEES ASSOCIATED WITH OBTAINING PERMIT (MUNICIPALITY FEES, ENGINEERING. WAND LOAD CALCULATIONS, RECORDING, POSTAGE AND ADMINISTRATIVE)- 'DELIVER DMINISTRATIVE)_'DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, PICK UP FROM TI4AT MUNICIPALITY AND DELIVER TO EITHER JOBSITE BASIC INSTALLATION LABOR INCLUDES: OR INSTALLER. IF DELIVERED TO INSTALLER, THE INSTALLER WILL ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER. SPECIAL NOTES: ' CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT. ONCE IN FULL_ NO REFUNDS ON PERMIT FEES AFTER 72 HRS. OF PAYMENT. THE PEFIMrr IS PAID FOR, WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY. CANCELLATIONS WITHIN 72 HHS. WILL BE REFUNDED E14D OF INSTALL 412 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES � - . - f j $3165.60 Polley Id (PI): A: 80 DAYS DEFAULT POLICY—opoo ......««-04 .. Osage.""""* ..... SALES TAXI $0.00 ' TOTALI $3.165.60 I BALANCE DUEI $0.001 'The Home Depot reserves the right to limit/ deny returns. Please see the return policy sign in stores for details.' Page 5 of 5 No. 8322-274518 Customer Copy CITY COPY 1 DEC 15 2014 _. �aCE DOORS IN 1 OPENING ONLY. NEW DOORS TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. REPLACE EXISTING DOORS AS DESIGNATED WITH NEW 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 = 11 FT 4 IN GAVILIA RESIDENCE 136 N.E. 91 ST STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 72 780 40.00 4 36.4 1 -39.8 FL15255.855.0 -55.0 FRONT ENTRY - LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW 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 = 11 FT 4 IN GAVILIA RESIDENCE 136 N.E. 91 ST STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA F:\01 Project Files\_2010-MPS\400 Wind Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES PSF)-ZONE 4 Roof Tributary Area (Sq Ft H 10 15 1 20 25 30 -43.4 -42.4 -41.6 -41.1 -40.6 -4 4 a 0 -15 ft +40.1 +39.0 +38.2 +37 +3 + .7 7.2 -50.0 -44.0 -43.0 -42.2 -41.6 -41.1 -4 14 +38.2 +40.6 +39.5 +38.8 +38.2 +37.7 + -50.7 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 -51.4 -45.1 -44.0 -43.3 -42.7 -42.2 WWW•ENGEXP.COM 18 ft �T O I--� v m +41.1 +40.0 +39.3 +41.6 +40.5 +39.7 +39.1 +38.6 .2 _; + .3 -52.0 -45.7 -44.6 -43.8 73.2 -42.7 -42 - 19 ft +39.11+38.6 +38.2 1 +37.9 +37.5 +37.3 \ -56.4 -54.1 -52.6 +42.1 +41.0 +40.2 +39.6 +39,1 +38.7 +38.3 +38.0 +37.7 +40.2 -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 42.0 -41.7 20 ft +42.6 +41.4 +40.6 +40.0 +39,5 +39.1 +38.7 +38.4 +38.1 +40.6 '46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 21 ft -52.4 -51.4 -49.2 -48.6 21 ft +43.0 +41.9 +41.1 +43.0 +41.9 +41.1 +40.4 +39,9 +39.5 +39.1 +38.8 +38.5 -54.2 47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 42.8 -42.6 22 ft +43.4 +42.3 +41.5 +40.8 +40,3 +39.9 +39.5 +39.2 +38.9 -54.7 -47'5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 23 ft .2 - +39.2 -59.2 -56.9 -55.2 +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 +41.6 48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 24 ft +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 1 +39.9 +39.6 -48.4 -47.2 -46.4 -45.7 -45.2 44.7 44.4 -44.0 -43.7 25 It +44.6 +43.4 1 +42.6 1 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 +42.3 -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 49.2 -48.0 -47.1 -46.5 -45.9 4 5.5 -45.1 -44.7 -44.4 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 -55.7 -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 28 ft +45.7 +44.5 +43.6 +43.0 +42.4 + -4 +43.0 -49.9 48.7 -47.8 -47.2 -46.6 29ft +46.0 +44.8 +43.9 +43.3 +4: + +43.9 -50.3 -49.0 -48.2 -47.5 -47.0 -4 30 ft -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 + +44.3 -51.0 49.7 -48.8 -48.2 -47.6 -4 32 ft -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 32 ft . +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +44.9 -51.9 -50.7 -49.8 -49.1 -48.5 -61.6 35 ft -58.4 -57.3 -56.3 -55.5 74.7 74.1 +47.9 1 +46.6 +45.7 +47.9 +46.6 +45.7 +45.0 +44.5 -63.3 -61.5 53.4 -52.1 -51.2 -50.5 -49.9 1 -49 40 ft 1 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 -67.6 x+44.8 -63.0 +49.2 +47.9 1 +47.0 1 +46.3 +45.7 +45.2 +44.4 +44.1 -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 49.5 45 ft +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 -69.1 -66.4 -64.4 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 +49.3 -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 1 -50.9 -50.6 soft -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 55 ft +52.7 1 +51.3 +50.3 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 -67.0 -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 55 ft +50.4 +49,8 +49.3 +48.8 +48.4 +48.0 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 -58.2 1 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 60 ft 1 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 Mean DESIGN PRESSURES (PSF) - ZONE 5 Roof Tributar, Area (SE Ft) - fight 10 15 20 25 30 35 40 45 50 4 a -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 0 -15 ft +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 > Z -54.4 -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 7 10 WWW•ENGEXP.COM z 1r` O A , m �T O I--� v m +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 +39.11+38.6 +38.2 1 +37.9 +37.5 +37.3 \ -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 19 It +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 -57.6 -55.3 -53.7 -52.4 -51.4 -49.2 -48.6 21 ft +43.0 +41.9 +41.1 +49 +38.5 -58.1 -55.8 -54.2 -5 ,6 -49.0 22 ft +43.4 +42.3 +41.5 + 9.2 +38.9 -58.7 -56.4 -54.7 - 5 0.1 -49.5 23 ft +43.8 +42.7 +41.8 .2 - +39.2 -59.2 -56.9 -55.2 -5 . -50.0 24 ft +44.2 +43.1 +42.2 +41.6 +41. 0.2 +39.9 +39.6 25 ft -59.7 -57.4 -55.7.9 - X0.4 +44.6 +43.4 +42.6 + _. .6 M9.9 -60.2 -57.8 -56.2 -549: f 1`4 -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 -51.2 27 ft +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 -S2.0 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 -62.1 -59.6 -57.9 -56.5 -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 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -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 74.7 74.1 +47.9 1 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 1 +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 1 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 77.0 45 ft +50.5 +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 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 '70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 55 ft +52.7 1 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47:1 '71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 60 ft +53.6 1 +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 TOWOPRTCASE'PRESSURES.'WORSTCASE'ISSE'PRESSURES.'WORSTCASE'IS DEFINED AS THE CR ^^C-QWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO TH THESE TABLES. 2. TABLES VALID O OF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F LPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHAR AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIF5. ALWAYS ROUNDE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI G IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) M -TIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD SP Wl)GEST E AREA BETWEEN STRUCTURAL OPENINGS ONLY- tMI LMl - EURAL MULLS. IF THE TRIBUTARY AREA OF AN OPE RITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS RO fl LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THA B SHED,BLISHED 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. B. 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 pF 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 CORRl~`RONPING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTE N ° •AT ND VERIFIED BY THE GOVERNING BUILDING DEPARTM D. �� { ( RRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFER 5. THIS SPECIFICA I ER ANY PRODUCT APPROVED CERTIFICATION. RE MILTED TEST CRITERIA AND OTHER APPROVALS FOR DE MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T V CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL TEM ORDINANCES. 7. NO CERTIFICATIO ITY OF THE HOST STRUCTURE. S. EXCEPT AS EXPRESSLY P IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEA RH, PEAK ROOF WHICHEVER IS SMALL Q,f LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1 )t �F�q$ QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a a EAVE HEIGHT I...I. ROOF 1 HEIGHT 5 7rLrVATTON ��® a � $� 4 a WALL ZONE FIGURES ISSUE GSS TSB 03/05/12 'o m o 0 a O INIT G m 5 REMARKS DRWN CHKD DATE 2010 FLORIDA BUILDING CODE ENGINEERING „ o m �! ISSUE GSS TSB 03/05/12 REV -ADJUSTED HEIG HTS GSS TSB 04/09/12 m 3 ASCE 7-10, CHAPTER 30 EXPRESS < f �� n > Z _ DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 a x G 03 m �__ �z - - - - THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, �-` „may rA O i r- m MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAX: (954) 354-0443 m \ z D ° O Z -P z RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L. BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER ASCE 7 10 WWW•ENGEXP.COM z 1r` O A , m �T O I--� v m MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND anmi In4TF N ID ncD•ncirnTnnM CERT OF ADTH #9885 m n • �J Florida Building Code Online SCIS Home 1 Log In I User Registration Hot Topics I Submit Surcharge Stats & Facts Publications I FSC Staff I OCIS Site Map f Links Search Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Trinity Glass International 4621 192nd Street East Tacoma, WA 98446 (253) 875-7300 rickw@rwbidgconsultatits.com Vivian Wright rickw@rwbldgconsultants.corn Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E] 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 12/31/2015 Validated By Ryan J. King, P.E. Certificate of Independence Referenced Standard and Year (of Standard) [D Validation Checklist - Hardcopy Received FLIS255 RO COT Certificate of Indeupridence.odf Standard Year ASTM 01929 )ro Si 16od Pruct Aproval p 1999 Regulati n USEW Public User ASTM G155 2004 Product Approval Menu > Product or Annfication Search > Application Llsj Application Detail k ...... . ... FL # FLIS255 "a « ii Application Type New Code Version 2010 '6' Application Status Approved 0111 Comments j Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Trinity Glass International 4621 192nd Street East Tacoma, WA 98446 (253) 875-7300 rickw@rwbidgconsultatits.com Vivian Wright rickw@rwbldgconsultants.corn Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E] 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 12/31/2015 Validated By Ryan J. King, P.E. Certificate of Independence Referenced Standard and Year (of Standard) [D Validation Checklist - Hardcopy Received FLIS255 RO COT Certificate of Indeupridence.odf Standard Year ASTM 01929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM G155 2004 http://www,floridabuilding.org/pr/pr�-app_dti,aspx?param=wGEVXQwtDqv3yVVK]ZlQRNoHTeKozNKWgUQIX5PTYgHipCpt4yB9bQ%3d%3d[4/23/201212:26:18PM] Florida Deprtment! Florida Building Code Online TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL1S2S5 RO Enuiv Of Standards.pel Sections from the Code Product Approval Method Method I Option D Date Submitted 02/26/2012 Date Validated 04/13/2012 Date Pending FBC Approval 03/08/2012 Date Approved 04/18/2012 .1 Ia. Fiberglass Door Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15255.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 152552b. Fiberglass t7oor Limits of, Use ,Adoroved for use in HVHZ, Yp, approvewTor use outsicie "v"Z: Yes I Impact Resistant. Yes 'Destgn Pressure. N/A OWer., See INST 15255,2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 11 - --- -Fc-" 15255.3 . Fiberglass Door .Imits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ- Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15255.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product 1b2b9.4 la. Fiberglass Door Limits, of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ.-, Yes Impact 'Resistant- Yes Design Pressure. N/A Other* See INST 15255.4 for Design Pressure Ratings, any additional use limitations, Installation instructions and product partk Olars, 15255.5 )e. Fiberglass Door .1mits of Use Approved for use in HVHZ. Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes 6'8 Single Opaque "Impact" Fiberglass Door - Outswing Configuration (X) Installation Instructions -- EL1525S RO Il INST 152111,p�ff Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 6'8 Single Opaque "Impact' Fiberglass Door with 'Impact" Sidelite or Sidelites - Outswing Continuous Head and Sill Configurations COX or XO; OXO) Installation Instructions FL1525r, RO 11 INST-152 5 2.ndf Verified By; Lyndon F. Schmidt, P.E, 43409 Created by Independent Third Party: Yes Evaluation Reports FL1525S RO AE FV_ AL 15255.2.udf Created by Independent Third Party: Yes T Single Opaque "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites - Outswing Configurations (OX or XO; OXO) Installation Instructions FL15255 EQ 11 INST -15Z51j,= Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes installation Instructions FL15255 RO II INST 75255odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes :valuatilon Reports '�1-152S!i R0 AE EVAL15255-4.pff Created by Independent Third Party: Yes 5'8 Single Glazed "Impact" Fiberglass Door - Outswing .onfiguration (X) installation Instructio—ns FL15255 go 11 INST 15255.5.i2df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dti.aspx?pa rarri wG EVXQwtDqv3yWKJZ IQRNoHTeKoz N KWg UQ IXSPTYg H I pCpt4yB9bQ%3d%3d [4/2 3/2012 12:26:18 PM] Florida Building Code online Design Pressure: N/A Other: See INST 15255.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15256.6 f. Fiberglass Door Limits of Use Approved for use in HVHZ, Yes ApOrovod for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure. N/A Other: See INST 15255.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. g. Fiberglass �Door Limits of Use Approved for use in HVHZ; Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15255.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product garticulars. 15255:8jh. Fibergia77or111 of Use Approved for use In HVHZ: Yes Approved, for use outside HV14Z,. Yes Impact Resistant: Yes Design Pressu re: N/A , Other: see' INST 15255.8 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product p. erg ass L)oor Limits of Use Approved for use in HVHZ-, Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. N/A Other: See INST 15255.9 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Fiberglass Door Limits of Use Approved for use in HVHZ. Yes, Approved for use outside HVHZ. Yes Impact Resistant: "esig Presoure , this,,. See INST 10 for Design Pressure Ratings, any . iidditiori'I use limit installation instructions and product particulars, 15255.11 F�Ilberglass Door Limits of Use Approved for use in HVHZ,. Yes Approved for use outside HVHZ., Yes Impact Resistant: No Design Pressure. N/A Other, See INST 15255.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15255.12 1. Flberrli; D..,� Limits of Use - a Approved foruse in, "VHZ- Yes i Approved €or use outside HVHZI, Yes Impact Resistant: No Design Pressi6ret N/A Q04r. See INST 15255.12 for Design Pressure Ratings, any additional use 'limitations, installation instructions and product particulars. Evaluation Reports EL15255 RO AE EVAL 15755.5,12df Created by Independent Third Party: Yes 618 Single Glazed "Impact" Fiberglass Door with 'Impact" Sidelite or Sidelites - Outswing Continuous Head and Sill Configurations —(OX or _X0,1 ON—)___ Installation Instructions FLIS255 RQ 11 INSI 152556.pdf Verified By. Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE 4116L 15255.6.ndf Created by independent Third Party: Yes 6'8 Single Glazed "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites - Outswing Configurations (OX or XO; OXO) Installation Instructions FL15255 RO II INST 15255.7,nd Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS255 RO AE EVAL 15255,7,pdt Created by Independent Third Party: Yes 61 Dou le dazed 'Impact" Fiberglass 66or with or, without —"Impact" Sidelites - Outswing Configurations (XX,' OXXO) I Installation Instructions FI 1525 RO 11 INST 15255.8-ndf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RQ AE UAL 15255.A,gdf Created by Independent Third Party: Yes --I — US Single Opaque "Non -Impact" erg ass Door Outswing Inswing Configuration (X) Installation Instructions EL15255 RQ II INST 15255.9.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL1525S RO AL EVAL 15255.9,odf Created by Independent Third,Party: Yes 61-8 Single Opaque_ 'Non -Impact" Fiberglass Door with "Non-Tropact" Side lite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) Instal"on instructions FL15Za5 90 IT INST IS255.10,oaf Verified, By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports, FLtis 25fi FB AE EVAL 15255.I0.ndf Created by Independent Third Party: Yes 68 inle paque "n-Impac" Fiberglas Door wth "Non-mpact " SideliStegO or Sidelites No - Outswingt/ InswingsConfiguratiions (OXIor XO; OXO) Installation Instructions FLI5255 RO 11 INST 15255AIpd Verified By; Lyndon F. Schmidt, P.E. 43409 Created by independent Third Party: Yes lEvaluation Reports FL1525S RO AE EVAL IS2SS.11.Qd Created by Independent Third Party: Yes 68 Double Opaque "Non -Impact" Fiberglass Door with or without "Non -Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO) Installation Instructions FL15255 go 11 INST 11;255,12.od Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL15255 RQ,AE EVAL IS255.12,odf Created by Independent Third Party; Yes h ttp://www.floridabull ding ,org/pr/prLapp_jdtLaspx?param =wGEVXQwtDqv3yVVKIZIQRNoHTeKozNKWgUQ lX5PTY9H IpCpt4yB9bQ%3d%3d[4/23/2012 12:26: 18 PMJ Florida Building Code Online 15255.13 in. Fiberglass Dour 6'8 Single Glazed "Non -Impact" Fiberglass Door with "Non -Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO II INST 15255.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Na Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15255.13 for Design Pressure Ratings, any FLIUSS RO AE FVAL 15255.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1$265_14_ n, Fiberglass Door 6'8 Single Glazed "Non -Impact" Fiberglass Door with "Non -Impact" Sidelite or Sidelites ., Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO) Ltmii; ;f Use installation instructions Approved for use In HVHZ: Yes F5 RO 11 INST 15255,14.od Approved,for use outside HVHZ: Yes Verified By. Lyndon F. Schmidt, P.E. 43409 Impact Resistant.* No Created by independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: Set INST 15255.14 for Design Pressure Ratings, anyl AE EVAL 15255J4,od additional use'limitations, installation Instructions and product C�_bBylndependent Third Party: Yes particulars: 15255,15 o, Fiberglass Door 6'8 Single Glazed "Non -Impact" Fiberglass Door with "Non -Impact" Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO II INST 15255,15j2df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.15 for Design Pressure Ratings, any FL152S5 RO AE EVAL 15255.15 pd additional use limitations, installation instructions and product Created by independent Third Party: Yes particulars. 15255.16 p. Fiberglass Door 68 Double Gjazed:=Z==== "Non-impact" Fiberglass Door with or without "Non -Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO) Limits of Installation Instructions Approved for use in HVHZ. Yes FL15255 RO 11 IN51 15255.16.c)df Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43469 Impact Resistant: No Created by Independent Third Party: Yes Zi6sigm Oressulle: N/A Evaluation Reports dthi''See INST 15255,16 for Design Pressure Ratings, any FI 15255 RO AE EVAL 15255.16,ndf additional I use, Jim itatiorts, installation instructions and product Created by Independent Third Party: Yes particulars. 1_5255J7_ lo. Fiberglass Door Single Opaque "Non -Impact" Fiberglass Door Outswing Inswing Configuration (X) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RD II INST 15255.17.od Approved for use outside HVHZ: Yes Verified Byi Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.17 for Design Pressure Ratings, any FLIS255 ROE EVAL 15255.17.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 152155A8 r. Fiberglass Door WO Single Opaque "Non-impact" Fiberglass Door with "N ct Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill (OX or XO; OXO) ----Configurations Limits of Use Installation Instructions Approved,ftir use in HVHZ: Yes FI 1 525S RO 11 INST 15255I&ud APIlit6ved-for use outside HVHZ; Yes Verified By: Lyndon F. Schmidt, P,E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Otlhar;w. See INST 15259.18 for Design Pressure Ratings, any E1,15255 go AE -EVaL 1525518.gd additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15255.19 Is. Fiberglass Door Single Opaque "Non -Impact" Fiberglass Door with'Non-Impact"I Sidelite or Sidelites - Outswing / Inswing Configurations (OX or Limits of Use XO; OXO) installation Instructions Approved for use in HVHZ: Yes FL15255 RO II INST 15255.19.i)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.19 for Design Pressure Ratings, any FL152S5 RO AE EVAL 15255.1g,pdf additional use limitations, installation instructions and product Created by Independent Third Party; Yes particulars. 1-52$520 Fi�b, rglass Door ==W: 8'0 Double Opaque "Non -Impact" Fiberglass Door with or without tri t pact Sidelites "Non -Impact" Sidelltes - Outswing / Inswing Configurations (XX; Non -Impact" http://www.floridabuilding,org/pr/pr-app-dti.aspx?param=wGEVXQwtDqv3yVVKJZlQRNoHTeKozNKWgUQlXSPTYgH 1pCpt4yB9bQ0/o3d%3d[4/23/2012 12:.26:18 PM] Florida Building Code Online 0xxC nits of flee Insti pproved, for use in HVHZ-., Yes ELU pproved for use outside HVHZ,. Yes Verif npact Resistant- No Crea esign Pressure. N/A Evalt ther, See INST 15255.20 for Design Pressure Ratings, any ELLS Jitional use limitations, installation Instructions and product Crea rticulars. on Instructions Rn 11 INST 15255-20.pdf iy� Lyndon F. Schmidt, P.E, 43409 )y Independent Third Party: Yes n Reports )y Independent Third Party: Yes Contact U5 :: 1240 North Monroe Street, Tallahassee EL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer, Copyright 2007-2010 State of Florida.:: Privacy Statement :1 Accessibility Statement :: Refund StateEncpt Under Florida law, e-mail addresses are public records. ffyou do not want your e-mail address released in response to a public -records request, do riot send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at wel;IMastrr(d)d bar, state, fl, us, Product Approval Accepts: 92 10 Ei Is itA �ir http://Www.Roridabuilding.org/prlpr_app—dtf.aspx?param=wGEVXQwtDqv3yVVKJZIQRNoHTeKozNKWgUQIX5PTYgHipCpt4yB9bQ°/03d%3d[4/23/201212:26:16PM] R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Vairico, FL 33595 Phone 8 f 3 .659,9197 Florida Board of Professional Engineers Certificate ofAtithorization No. 9813 Certijilcate 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. Lyndon F. Schmidt, P.E. FL No. 43409 February 1, 2012 R:\Adrnin DocslCertificate of Independence.dric; Sheet I of I R W B C February 29, 2012 To Whom It May Concern: R W Building Consultants, 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 FL -15255 Equivalency of Standards Romm ASTM D 635-03 Equivalent to ASTM D 035-0 The products referenced in this Product Approval have been tested in accordance with ASTM D 635-03. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM D 635-03 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 155-04 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 155-04. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM G 155-04 is equivalent to ASTM G 155-05a, 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 No. 9813 rz 4621 I")d STRUT EA%7 TACOMA. WA 98444 GLAZED FIBERGLASS ,,impAcr"DOUBLE DOOR with or without SIDEMES GNERAL NOTES OMWING 1. ft product has been evaluated 0 -td is in cornpkince with the 2DIO Florida kiilding Code (FRC) structural requirements kK*Kktg the I igh Velocity Hurricore Zone' fwi,a), 2Froduct anchors shall be as listed and spoced as shown on detak Anchor embedment to base moteft 0-a be beyond wall dresung or stucco. 3. When used in the 'HWO This product complies with Section ) 626 of the florldo Building Code and does riot require an i i resistant coyenng. 4. When used in areas outside of the liwr reWrUV wind bare debit protection this product comples with Section 1609.1 _2 of Ve F8C and does not re0ke onimpad resistant covering. This pioduct meets rrksik- ievel "D' and inciudes Wind Zone 4 as defined in ASTM E M6 and Section 1 &)9. 1 2,4 of the FBC 5. For 2x stud fron,*V corishIction, anchoring of these units shah be the some as that shown for 1( bk�ck masonry construction. 6, Site conditions that deviate from the details of if* drawing require fWw eingineering an4ysis by a kersed enginew or e0lered architect 7. This product meets water infiltration reqLwerrents for"HVI-Ir. I 1-110M MAX. OA Hi WN)TH 0,75"MULILION - 372,F 74,00r RAA):. FRAME WIDTH FRAME MAX. WIDTH 7427 MAX.OA FRAME WIDTH ell X 10 x 0 0 O x 46 0 1-110M MAX. OA Hi WN)TH 0,75"MULILION - 372,F 74,00r RAA):. FRAME WIDTH FRAME MAX. WIDTH 0 x O x 46 0 LU f!f J7� / 35.75" MAX. PANEL WIDTH 21,0(r MAX- D.LO. "OFACIV MOOa cli DEADBOLt SIGNATURE SERIES (M) IM TEMPERED 0 ;i A7AtlOGANY ltiF FRAME GLASS G3 G2 Gt NIL 11 lz - IN AIRSPACE Zz IfirANNEALED GLASS 0.09Cr PVB INTERLAYER (—IVQQQR-pAmA �,� FtA Re DETAIL I 3 PVC STILE CAP -� � w O.37 HARDWARE �Kf POtYURETHAPE FOAMED FIBERGLASS YARN R-EINFORCFMENT L—A 1A TAIL 2 FIBERGLASS SKIN SEE DETAIL 2 EE FAIL I STRUCTURAL SILICONE (TYP- 4 PLCS.) SEE OPTIONS BELOW .5"GiASS BYTE I"OA. THKGLASS 1t8TEMPERED KUIOR HognowAL ckoss srcuom STRUCTURALSUCONE (TYP. 4 PLCS,) SEE OPTIONS BELOW #a x 1-1/6, sar, THREADING SCREW PVCJALUM. OR POLYPROPYLENEIALUM. COMBNATION GLAZING SPACER �G—VNGDITAII 11111 GLASS STRUCTURAL SILICONE AIR SPACE (TYP, 4 PLCS.) SEE NSXI-IiTSELF I w THREADING SCREW ALUMINUM & BU`IYL SPACER SYSTEM q!AZWO DETAIL 1.24' 4 boy "OFACIV MOOa cli DEADBOLt SIGNATURE SERIES (M) IM TEMPERED 0A3.NFLIJSHGLAZEDFRAME A&S Of PCINA ;i A7AtlOGANY ltiF FRAME GLASS 'Ai IfirANNEALED #8 X 1-1/8SELF CLASS THREADING SCREW 0.090'PVB INTERLAYER DUPONT BUTACITE OR CAPSTONE �16 ALUMINUM & BUTYL SPACER SYSTEM S GLASS BYTE "OFACIV MOOa T" OA THK GLASS DEADBOLt SIGNATURE SERIES (M) IM TEMPERED GLASS G3 G2 Gt NIL 11 lz - IN AIRSPACE IfirANNEALED GLASS 0.09Cr PVB INTERLAYER DUPONT BWACITE OR CAPSTONE OCTERIOR INTERIOR IfirANNEALED GLASS mAkDwAgECHAtr "OFACIV MOOa KNO& SIGNATURE SKIM DEADBOLt SIGNATURE SERIES (M) I 1W ANNEALED GLASS F LVL 11090" PVB INTERLAYER RAIL DUPONT BUTACITE OR CAPSTONE I PX ANNEALED GLASS PVC COMPOSITE BOTTOM RAIL STRUCTURAL SIUCONEOPTQNS: SILICONE BY CAPSTONE (4PL) 2 VEIMCAL CROSS SECTION DOW 995 STRUCTURAL SILICONE SILICONE BYDONGYA14GSILICONE CO. ce N.T.S. LFS F L-15255.8 — 6 Er _2 OF _L9 35.75'MAX. [----PANa WIDTH O ud z PVC STILE CAP LVL STILE 99FRIOR LOCK K= ---, \ PVC STILE CAP eyn �v MAIL I POLYURETHANE FOAMED J FIBERGLASS to YARN REINFORCEMENT MAIL 2 FIBERGLASS srim HARDWARE CHART','. KWIKSET KNOR: SIGNATURE SERIES LVL DEADSOLT., SIGNATURE SERIES (490) 77777�1 A; N Cp 2 06 TOP RAIL a maim Lvtjcomp. s BUTYL I* O.A. THK GLASS I pr TEWERED GLASS EXTERIOR INTERIOR AIRSPACE DECORATIVE INSERT AIR SPACE IJT ANNEALED GLASS M PV% NTERLAYER LVL DUPONT BUTACITE OR CAPSTOINE - - - - - RAIL STRUCTURAL SILICONE \-IlfrANNEALEDCAASS JTYP. 4 PUCS.) SEE OPTIONS BELOW AULIMNUM PVC STRUCTURAL SILICONE OPTIONS: SILICONE BY CAPSTONE (4PLI DOW 995 STRUCTURAL SILICONE SILICONE BY DONGYANG SILICONE CO. LVL - - - - - - - RAIL PVC COMPOSITE RAR .02127112 W -Al -E MG. BY, JK 2 VEIMCAL CROSS SECTION FL -15255.8 N 7S �{ EXTERIOR SIDEiAE STILE % tLVQ ( 3S��Zu wa r SIDE ITE RAIL (LVL) g n o g U n SIDELITES11LE ! L INTERIOR LVL STILE --f C a• {tVL SEE DETAIL 2 E y $magi^ € 14ORIZOWAL CROSS SECitON o � a 8 POLYURETHANE 35-7S MAX -FOAMED C„— PANELN9DTH_._ 21.00" MAX- D ��; JJ YARN -LO. r _ RENFORCEMEM -°� �- EXTERIOR -_, _ INTERIOR Lir i �2� G3 r;2 G1 1 i 1 r m �3 --- FIBERGLASS s O SKIN DETAIL 2 i d 4 a � V i I It( I f t W SIDEW,ERAIL � 2 acre: 02 27 T2 N.T.S. JK 6Q c sr: LFS —FL "a Ft—T 52SS.8 �✓VERTICAL CROSS SECWN DOOR SKIN: 0.979" MIN- TtW, FIBERGLASS CORE MATERIAL POLYURETHANE FOAM s"m d cs 19 N � � 4 4 �& � $ ! f |$ r� ! ! � ! } 7 7� . r . ■ ■ ` \ » � lo/ ) �} §) - . i � | r2 k � � ) 7 7 7 7 ■ ■i . 2\ . . _ 02/27/12 ! SaALU. NTS,: _r a ! . . . cw or. LFS f FL- 15255,8 / . . _sem ; � � 4 �& � $ ! l-11r M N. T 2 (�F t t g-N �-_ 60 % INTERIOR g SEE NOTE t� b C l � o 62 / EXTERIOR 62 �/ 24 26 SEE NOTE t 6 E � is s HORIZONTAL CROSS SECTION r 6 Shown wfi X sub-buck 4 HOR11ONTAL CROSS SECnON d z U g � t-1/4"kith. . EMB gyp.) ,,� _.__v E i EMB. (PP.} �� a t. item #63 located 6" from each end L m C $ SEE NOTE 2 and 3 more equally spaced (5 total). <. CSiNK- 1 ! 2. PVC kame may be use .with double door gyp') i 1 1�1 2 wiitcaut sidewtes of*. ' a l / ENDURA OR TRC ASTRAGAL 11 60 12 T2 i � Q4O � INTERIOR lz J t l owe 02127112 i DB °dpi I J f 1 EXTERIO t �i EXTERIOR b2 i � N.T.S. 4 2d Z6 6$ oMc. BY: JK m C TS aK W.LFS f � NORIZOWAL CROSS SEC710N 1 � 11fORlZONTAL CROSS SKTtEDN ��1 HORIZONTAL CROSS SECTION (E M07 i 1 & FL-75255,8 °.f o T 8 av f 9 a Q a i Y � z��. 44 1 EXTERIOR INTERIOR 3 EXTER�R 1MERtOR T 2 r2 VERMAt CROSS SEC17ON " VERTICAL CROSS SECTION ti Riown W/I x SLOtuck CS 7 3 � J z a � c a a EXTERIOR INTERIOR EXTERIOR INTERIOR I 12 25)127 P — E o� a 6Aw: 02/27/12 v_rs. cwl By, axa_ �r: JK ❑' —tVERTICAL CROSS SECTION 1�1 VERTICAL CROSS SECTION Lf S a \`...� l.&V A - 14,fi d. 7 Chrtswmg 0 FL— 75255.8 � — �3 tpT—Ll 1. Sae%ysttru head and SM fornb socaW 3'kom each end and on ceme( kw SEE NOTE I z SEE 63 NOTE I(D EXTERIOR _� INTERIOR I '\ VE FOAL CROSS SECTION EXTERIOR INTERIOR 9SEE '1MOTE I % 3 "� VERTICAL CROSS SECTION V Outswkig A - high dam EXTERIOR 114 INTERIOR 2 VER71CAL CROSS SECTION a 510 wl)Xsubt;u EXTERIOR INTERIOR r4-'\ VERTICAL CROSS SECTION � �8 ()Uftwg ski sy, JK -A LFS, wo, Fl-- 15255,8 v -s- or ;9 t" WN EDGE f FURRING +---..{{jj DISTANCE SHEET R C E D ? o N IROCK I Say / - 8c.. U 4Y L O X O % 12 to _, l i EXTERIOR INTERIOR 2 VERTCAL CROSS SECAON g Dima to moswuy (5-114"jomb) z oce Qc EMB, (1Y°-) SHEET a a ROCK FURRING --- -- 12 INTERIOR z W m Q 11 (�� ,I. } e1 26 ll EXTERIOR1 o z o � N.F.S. 9 1 t �,f Q tw_ er: LFS 3 �t HORIZONTRL CROSS SECtt01V OPAWW NO, N t a Drcg i"to o / 1rgy 1 G SHEET ROCK 10 t4 IA FURRING 0�{ a yif d INTERIOR �` a 60 o�.a• s 10 v •� o � z: zi c ? IN I oe � EXTERIOR63 lJ I-1fa^MIN. EMB, Ir.1 r 1'3"\. HORIZONTAL CROSS iE ON Dked to rnasotuy x (rl?4`jdtt�;a �- FURR(t�K's I" MIN EDG_i % t" ANN EJG€ /--FURRING DISTANCE' _.. '- RSHEEI OCK , LkSFANCE SHEET ROCK sc � sc 62 60 63 D DA EXTERIOR INTFRIOR L J%1 INTERIOR care 02 27�! 2 i VEIMCAL CROSS SFCRON + �+: JK m 2 VERTICAL CROSS SECTION aac .. Lf -s 3 10 (hetet to Ily 1D ( t l v 15 ff FL— t 5255.8 Q 10?9 Q QG V h {J Jt O � r r i4 4" O TYP. HEAT) � r AMD JAMB CC 2X BUCK —' 1 J 1- U z z it n o x � r � MASONRY p ° OPENING o 0 o � q CONCRETE ANCHOR NOTES: BUCK ANCHOMfG t. Substitulfon ofequd c:orxxete anchors from a different supplier may have different edge distance and center distance regvi ements. I 2. Concrete anchor locations at the comers may be odjrsted to maintain the min. edge distance to mortar Tants. if concrete anchor locations noted as "MAX. ON CENTER" must be m adjusted to maintain the rein. edge distance to monow joints, additional conctote anchors F may be required to ensure the M", ON CEUTEr dr pensions are not exceeded. F 3. Concrete anchor table: ANCtfQlt ANC;?tt'?R Iw{tN. Mlhi. CiEkHA`tYCE TC3 ' MIN. GtEARANGE ip O a TYPE SdIi' FMSEtMftsf£ MASf�Ni$YEpGE': ADJACEtStTANCFtC}R— onm- 02127 12 z scale ° N.T.S. iiW Ix1.374" 2-1/r3" ev: JK m' EtCO 114" 1-1/ 4' t" CFL B; tts i � -15255.8 Q EDGE;- ADJAC�Ni.Af+fCyC}R 4iW 1f4�' 7-i/�"` 2-112" 3" Etcca td4" i-,!�" t" a" lilt Jill lilt 1111?p p a V Q I'll Illi r RQ g JlJJ Jill z = a TYP. HEAD AND JAMBL!l III( o m Jill Jill HII Jill a as * 2x BUCK ii7J r s (ill Jill Illi VI* Jill ;ill Jill iii( yr MASONRY - lliJ FOR REF. ONLY Til r t? x OPENtN�, W1 O lli; Illi ire � Z 6ItCK AMCtitk4itfs; CONCRETE ANCHOR NOTES: t. Substitution of equd concrete anchors from a different suppEer may have different edge distance and center distance requirements. 2. Concrete antro locations at the comers moy be adjusted to maintain the min. edge 1 Z aWance to mortorjoints. it concrete anchor locations noted as "MAX. ON CENTER must be adjusted to mointain the min. edge distance to mortar -Joints, additional concrete onchors a may be required to ensure the 41AX, ON CENTER" dimensions are not exceeded. 3. Concrete anchor tabs: a ANGHQR ANCHOR Mtf�, N4iN. CLEARANCE iQ flit{fit. CifAttAl��E 7t? "01,12 TYPE SfZE EMBEDMENT MASONRY ° e ew By, ZFS 3 ouwruc aa., a FL -15255.8 a sir � OF 19 EDGE;- ADJAC�Ni.Af+fCyC}R 4iW 1f4�' 7-i/�"` 2-112" 3" Etcca td4" i-,!�" t" a" --- SEE HINGE T 6" {iYP.� DETAIL t d C L 4 } Jam\\ TYP. "' i JAMBS A_ 0 1 • E JI \' 2x aucx VIEW A -A • DOOR ( ASTRAGAL'� j Asfrogaik read 23 • i FRAME SHOWN FOR L St7ttKE PLATE DETAIL O LOCATION REF. 4Z Ashcgai z /ONLY as n SEE MASONRY Q SAIL OPENING j 5b L^ \ TYP. @ SILL%i a ' 2 C 26 VIEW rie ' Astragal d strike tate SM NWGE JAM& FRAME ANCHORWG ASTRAGAL Masonry 2X tuck comtrLctton HINGE OETAtL I z z CONCRETE ANCHOR NOTES: t. Substitution of equal concrete anchors from a different supplier may have different edge { cWance and centerdistance requirements. -- I 2. Concrete anchor locations of the comers may be adjusted to maintain the min. edge �, 1 disdistanceto mortorjkints. if concrete anchor locations noted as MAX. ON CEN TER" must be % v adjusted to maintain the min. edge dWcnce to r ortarjoints, additional concrete anchors may be regvred to enwce the "MAX ON CE' `Tk" crrensions are not exceeded. 3. Concrete anchor table: 26 i 8 24 z are 02/27/!2 �$ --BY" N.T.S. - _ V". ar JK HINGE DETAIL 2 crac Im LFS t NO, FL -15255.8 �� ANC1ftlR AMCFfbR MIN. MIN, C�EAfFAf�fCE:iO MTflt.CLEARAfifCE TtT 71"FE 5116 E16Y86pAdFhri' MASftNA`T?' 6UGE #D1/�CEhifiAP$CH©4 tTW 1/4« 1-1 14' 2-1/2' Y° ELCO yr T-1/4" fTW 311VT-T(4" 2-5 18" 2-1J4` SEE HINGE DETAIL I SEE HINGE DETAIL 2 DOOI FRAM MASC OPEt, I AfN�EJAMB CONCRETE ANCHOR NOTES: I . SvbsfffAk'�n of equal concrete anchors from 0 different supplier may have different edge dstonce and center distance requirements. 2. Concrete anchor kxco4om at the corners moy be o6justed to maintain the min. edge distance to Mortar joints. It concrete anchor locations noted as 'MAX. ON CENTER" must oE ad,usled to maintain the min. edge distance to nxxtarjohts, addtional concrete onchors maybe required to en"e the "MAX. ON CENTER" drnensbns are not exceeded, 1. Concmte ar-ichor fabL— FRAME ANCHORING Masonry 2X buck construct on ANC TYPE � FT 6- [P M I IN " CLEA I RAN I CE - TO .1 MASOt4 E M I 1 .1 N. CLEARANCE I I 1 0 T, AbjACENTANCIfOR: tTW 114, I-I(c 'yp. X JAMBS -A- & HEAD ELCO 114' 1-114, 1. 4' ii —31 SI 2 S/r 2 -1/4 - > in iJ ASTRAGAL STRIKE PLATE A As Typ, I! ASTRAGAL � SHOWN FOR LOCATION REF, NRY Typ. JAMBS/ /0NLY NG Typ. JAMBS —J, T YP.0 SILL "B -V AfN�EJAMB CONCRETE ANCHOR NOTES: I . SvbsfffAk'�n of equal concrete anchors from 0 different supplier may have different edge dstonce and center distance requirements. 2. Concrete anchor kxco4om at the corners moy be o6justed to maintain the min. edge distance to Mortar joints. It concrete anchor locations noted as 'MAX. ON CENTER" must oE ad,usled to maintain the min. edge distance to nxxtarjohts, addtional concrete onchors maybe required to en"e the "MAX. ON CENTER" drnensbns are not exceeded, 1. Concmte ar-ichor fabL— FRAME ANCHORING Masonry 2X buck construct on ANC TYPE � AlkHOR ,SIZE MIN. EMSEDMENt M I IN " CLEA I RAN I CE - TO .1 MASOt4 E M I 1 .1 N. CLEARANCE I I 1 0 T, AbjACENTANCIfOR: tTW 114, I-I(c 2-T/2" ELCO 114' 1-114, 1. 4' tlW —31 SI 2 S/r 2 -1/4 - VIEW A -A �Ogcisae G h P.) VIEW 4-0 Jwt ragdshke JK FL -15255.8 wt 14 or 19 %ZVI 202 0 SI > in iJ ASTRAGAL STRIKE PLATE A As VIEW 4-0 Jwt ragdshke JK FL -15255.8 wt 14 or 19 SEE HINGE DETAIL 1 4' OF JAMBS SEE NOTE I IXBUCK 0 DOOR ASTRAGAL FRAME SHOWN FOR LOCATION REF. /ONLY SEE 1 MASONRY HINGE DETAIL 2 OPENING TYP. 4 SILL t!LNGE JAMB FRAME ANCHORWG Ma1Xbuck construction T'diect to masoripf CONCRETE ANCHOR NOTES: 7. Substitution of equal Concrete anchors from a different suppfer may have cifferenf edge distance and center distance requiremenm 2 Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarionts. It concrete anchor k=fidns noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge dstance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions one not exceeded, 3. Concrete anchor table., 4TNCHOR: IypE, ANCHOR SIE, 'MIN, EMAEb NK CLEARANCE TO." MASONRYEDGE MLN. CLEARANCE TO AOJACENTANCMENT . HOR, ITW 114' 1-11r 2-1/r ELCO Ix I-I/Air 1. 41 MAI 3/1V 1 7 6r fTYP4 J. 4a --f _ASTRAGAL HME DETAIL I A ,023 STRWE PIATE DUAIL is HINGE MAIL I SEEZE I WGIF DETAIL 2 SEE NOX I Lr, N.T.S. L By.. JK ,;; -LFS WOW "w FL -15255.8 ry SEE HINGE B"P DETAIL 1 _ i $ a �n J orvi � i N ae a Q4 6 E ag gV ;X BUCK s Q 3' �± E GU � 8 ! DOOR o FRAME i SEE bF MASONRY ---- 00 NfNGE t OPENING ' �} DETAIL z 22 o I IF I � r ttINGEJAMB FRAME ANCHORING Mcsorxy 2X buck construction __ _ A3TRAGAi STRIKE RATE DETApt z Q Asfragaf CONCRETE ANCHOR NOTES.' I. Substitution of equal concrete anchors frorn o different supplier may hove different edge • t distance and center distance requirements. – 26 -- -- 2 Concrete anchor locations at the comers may be adjusted to maintain the min. edge .0. U u distance to mortarjoints, If concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the rein. edga distance to mortar joints, additional concrete anchors YPEW A -A $ may be required to ersure the 'MAX. ON CENTER- dimensions are not exceeded. 54 Astragd skke OR head 3. Concrete anchor table. _ � r ® t i NiNGE BETAH i ! t z \ 1 24 ase 02Z27/12 z ti $ sruf_ N.T.S. ° -- - txec. er: Jit m r'� ----- • arc. ft. LFS 3 aarwc arQ., � �� VIEW B4— —� ttttNsE DETAIL 3 FL -15255.8 Asirwd o*_ 4"A SHM 16 � 19 tT AfstCEiC7B A(YGH<?R MIN, K U NRY NG 53ZE _ EhSBEBhiENT htttCf �1.EAR"At�t+�fTii A9ASt�Nh'YL"-TYGE kd#Jit Cf�ARAttr£i 74^- AD1ACrrPfifANC#f9R: F F TYP. JAMBS tJ�' 1 -TJX' 2-TJ2" 3" ELCO 8 HEAD T-tf4' 1" X –j Jlid' T -i!4" 2-618" 2-114" j is -0 iYP. i. !i AS?RAGAL _ t I ! li SHOWN FOR LOCATION REF. -� TYP.NLY (I � p ; JAMBS /J ! (/ TYP. JAMS Ti'P. � SILL I — 7#�PIF 53ZE _ EhSBEBhiENT htttCf �1.EAR"At�t+�fTii A9ASt�Nh'YL"-TYGE kd#Jit Cf�ARAttr£i 74^- AD1ACrrPfifANC#f9R: ITVdI tJ�' 1 -TJX' 2-TJ2" 3" ELCO 114" T-tf4' 1" 4" lTW Jlid' T -i!4" 2-618" 2-114" 4W T 3A SIDE � MEAD lAAfBS - — — --------- ---- --- 144'-- 2 xEAO Ad+� JAMBS Rbetqlan Wrap 4.56` 2.,W XP —11,01j"al I—II 4.57" C27 SPUMY, RA017 SXJXLY. LM So". NOW ,sc,4Lf - NOW 11=11!M-1 1.2T 4S6- 2AC c 1 3 tt 0 Optional AILS sa Z IscAL& KTS. IMI- ur JK lcm sr: LFS FL -15255.8 rr 77 OF 19 TOP A -A T ti UT '7 &XrkETAIWR Aluminum (9-3hC Lmg) LATCH Is _'JND HOLE) SCREW LOCATIONS (-,YF.) BOLT RETAINERS SUDE BOLT ROD ALUMINUM ASTRAGAL ENDURA ASTRAGAL 68 Aluminum Asta9d by Endura Produ& TOP -B-B 17 M 0.32" HEAD BOLT (THRU HOLE) Z* PWSHBOLT ui suoumt ROD SIMI LATCH Is _'JND HOLE) SCREW LOCATIONS (-,YF.) BOLT RETAINERS SUDE BOLT ROD ALUMINUM ASTRAGAL ENDURA ASTRAGAL 68 Aluminum Asta9d by Endura Produ& TOP -B-B 17 M TOP C -C DEAD BOLT (IHRU HOLE) LATCH (7HPUKOLE) Die Coo Zinc vs A f-� �—.87Y FLUSHAW Die Cost a. c (Typj BOTTOM in Z* PWSHBOLT BAR O Pvc ASTRAGAL14d N. T. 3. VIEWC-C Dwl- BY: JK cw_ ayiLFS PVC Astogal AM-Mbly 15255,8 jiiPVC ASTRAGALFL- 6'8 PVC Astogd b tlrinii—ty DEAD BOLT JHRV HOOF5 LATCH (THRU HOLE,; RUSH11% 8AR Steel T SCREW LOCATIONS IT P. A- t ASTRAGAL CHANNEL KUSHBOLT BAR ALUMINUM ASTRAGAL VIEW 8.6 AfUnVIUM AS*Ogd Assembly TRC ASTRAGAL 68 Aluminum Astragal by Trinity -A TOP C -C DEAD BOLT (IHRU HOLE) LATCH (7HPUKOLE) Die Coo Zinc vs A f-� �—.87Y FLUSHAW Die Cost a. c (Typj BOTTOM in PWSHBOLT BAR O Pvc ASTRAGAL14d N. T. 3. VIEWC-C Dwl- BY: JK cw_ ayiLFS PVC Astogal AM-Mbly 15255,8 jiiPVC ASTRAGALFL- 6'8 PVC Astogd b tlrinii—ty sw 18 or � = g g � � g.� € f 9 s S 4 $ 3 a ° v 8 RILL OF MATEIUALS J1fM F DfSGaFYflYHf MAIERIAt A IX BUCK SG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD _ C 114" MAX. SHIM SPACE - D 1/4"X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI E CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F 114" X 3-3/4" PFH ITW CONCRETE SCREW STEEL, H 114" X 3.1 J4" PFH ITW CONCRETE SCREW STEEL I 3116'X 1-1 /4" PFH ITW CONCRETE SCREW STEEL 3 #9 X 2-114" PFH WS STEEL. L #8 X 2-1 a PFH WS STEEL ? > 'z 5 4 :3 M 3/16" X 3-1 /4 PFH ITW CONCRETE SCREW STEEL P 114" X 2-3/4" PFH ITW CONCRETE SCREW STEEL Q M 6" X 2-314' PFH ITW CONCRETE SCREW STEEL I JAMB (FINGER -JOINT PINE - SG >= 0.42) WOOD _ _ to STRIKE JAMB - FINGER -JOINT PINE (5-1/41-SG>=0.42 WOOD 2 JAMB FIBERGLASS/COMP 3 JAMB PVC 5 INSWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUMINUM 6 DOOR BOTTOM SWEEP AVC 8 #6 X 1-114 PFH DRYWALL SCREW STEEL 12 WEATHER STRIP QEBD650 Q-LON i jm i Ll Z n { 0 18 .9837i 4.0 HINGE MIN 0.098 THICK STEEL 9 SiLLKEY V- PCIASA 22 DEADBOLT STRIKE PLATE —i STEEL 23 STRIKE PLATE-- STEEL 24 #9 X 5/8" PFH WS — -----. _ STEEL 25 OUTSWING HIGH -DAM THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM./ COMP. 26 #9 X Ili' PFH WS STEEL 27 OUTSWING THRESHOLD} ALUMINUM W1 COMPOSITE SUBSTRATE ALUM./ COMP. 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 53 #8 X 1-314" PFH SMSSTEEL 54 ASTRAGXi: KE 4 HEADSTEEL 56 ASTRAGAL STRIKE @ SILL _ STEEL 60 SIDRR PANEL - SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 62 QUARTER ROUP _ WOOD 63 #8 X 2-1/4` PFH WOOD SCREW STEEL 64 #8 X 2" PFH WOOD SCREW STEEL 65 #10 X 2° PFH WOOD SCREW STEEI 66 SIDEUTESPACER PVC 2 27jt2 ds 1 X MULLION WOOD .�_- --- �--._._.___.._._..�._..� _.._....__ MT.& vac. sr. JK Jew er: LFS lmwim ao. Ii. -15255:8 mtxT 19 of _L9 � T� ��Building �� Inc.�` �U ^~ `` ~'°^^""^°=^^="' �~ �� B Consulting and Engineering Services for the Building Industry C p».Box zmmlrm".a3a�w Phone 813.659.9197 Product Category Sub Category Manufacturer Product Name Trinity Glass International Glazed Fiberglass Exterior Swinging Exterior Door 4621 102nd St. East "Impact" Double Door w/ or w/out Sidelites Doors Assemblies Tacoma, Washington 98446 Outswing Phone 236-875-7300 Facsimile 235-875-7301 Scope: This $aProduct Evaluation report issued uynWBuilding Consultants, Inc. and Lyndon F, Schmidt, P.E. (System 0# 1998) for Trinity Glass International based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approva|, Department of Business & Professional Regulation. RvvBuilding Consultants and Lyndon F. Schmidt, P.E.donot 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/ ` 1� This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (H«*Z). 2. Product anchors shall oeoylisted and spaced osshown nndetails. Anchor embedment mbase material shall umbeyond wall dressing orstuuco, u. 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 inASTM E1996and Section 1OO8.1'24nf the FBC. S, 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 d*^aUo of drawing FL'15255.8 require further engineering analysis by o licensed engineer or registered architect. 7.This product meets the water infiltration requirements for "HVHZ^ S. See drawing FL-15255.8for size and design pressure limitations. `~ Supporting Documents: . 1� Zest Report No. Test Standard Testing Laborato Signed by TEL 01470437 TAS u01.202.200-9* Testing Evaluation uau..|nc. Lyndon F.Schmidt, p.E. TEL 06-0918-1 TAS 2O1.2O2.2O%-S4 Testing Evaluation Loh./^o. Wendell vv,Haney, p.E. TEL 08-01370020 TAS 2V1.on2.co3-84 Testing Evaluation Lou..mu. Wendell VV.Haney, P.e. TEL Ov3rVUo1 TAS 2o1.2oc.%n3'g4 Testing Evaluation Lau..|nu. Lyndon F. Schm/dt.p.e. TEL 01370079 TAS 2O1.2Oz.2m3-94 Testing E,a|uauooLau..mo. Lyndon F. 3cxmid\.p,E. TEL 02010411 A8TIMG155'O4.G158-02 Testing Evaluation Lab..mc Lyndon F.Schmidt, p.E TEL 01470100 ASTM D1929-96 Testing Evaluation Lab,|nc. Lyndon F.Schmidt, P.E. TEL 01470099 ASTM D2843-99 Testing Evaluation Lab,mcLyndon F.Schmidt, P.E_ TEL 0147V1n1 ASTM D635-03 Testing Evaluation Loh,!nc.Lyndon F,Schmidt, P.E. u. Miami -Dade NOA Materials Testing 11-0024.01 DuPontpV8|nterloyer 3. Drawing No. Prepared Signed & Sealed by mo�FL15255.9 RVvBuilding Consultants, Inc, (CA #981a) Lyndon F. Schmidt, RE. 4. Calculations PreEared-t Sinned & Sealed by Anchoring RYVBuilding Consultants, Inc, (CA #8019) Lyndon F.Schmidt, P.E ASTM E100OGlass Load Lyndon F. Schmidt, p.E, 5. guality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Trinity Glass |nos�at�na|ismnnvfamuringpmducm*iminaqua:�p�u"mncepmgmmthat comp|�swimISO/IEC 17020 and Z-5L Gmuus3. 4L Lyndon F.Schmidt, p.c pLpsNo. mwno uoe/2n`2