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WS-14-2143Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-226945 Permit Number: WS -10-14-2143 Scheduled Inspection Date: January 26, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: KONEN, PETER Work Classification: Door Replacement Job Address: 10674 NE 11 Court Miami Shores, FL 33138-2123 Phone Number Parcel Number 1122320280490 Project: <NONE> Contractor: J&G CARPENTRY INC Phone: (561)333-5042 Isuuamg uepanment comments CHANGE OUT 1 DOOR INSPECTOR COMMENTS False January 23, 2015 For Inspections please call: (305)762-4949 Page 25 of 34 Inspector Comments Passed Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 23, 2015 For Inspections please call: (305)762-4949 Page 25 of 34 tic 0 A P PS (0 �J\ BUILDING ,,��-Miami Shores Village ,,&:�H Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 7PE IT APPLICATION ING ❑ ELECTRIC r-1 ROOFING [:]PLUMBING ❑MECHANICAL MPUBLICWORKS JOB ADDRESS: -� t' TZE C F�'l SEP 01 2014 s -A- F BC 20 K) Master Permit No. W SV -i — C R 19 Sub Permit No. ❑ REVISION M EXTENSION MRENEWAL ❑ CHANGE OF ❑ CANCELLATION M SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade zip: 1:5 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: _ Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �OA elk-) Phone#:-30�5 - '5L s- - ac Address: 1 0 Q7 City: A-Vl--A, Lj State: PC, zip: -3 R, Tenant/Lessee Name: Phon Email: CONTRACTOR: Company Name: Phone#: Address: 1"Z>k '7�Ltj 11� City: toeTC C State: Qualifier Name: --, State Certification or Registration #: C-3 E:;"-jS I Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Zip: -3 r3 ±j i a SZ; i -EsEt !40:5-j Address: City: — State: _ Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: D Addition F-1 Alteration ❑ New '[Repair/Replace M Demolition I 177M, 7Z - 1=0 I J Specify color of color three div. Submittal Fee $ - Perm Scanning Fee $ Radon Fee $ DBPR $ — Notary $ - Technology Fee $ Training/Education Fee $ Double Fee Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) t 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this 15 day of :Arflll-5ffk— 20 i , by 0 known �� rhE ,who is personally k o n to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: !/�✓�i r .rr....�ar+sarr�rwr�w The foregoing instrument was acknowledged before me this day of 20 _L_1 by wh• is pers a IyAnow -to erg 1 v I�nn�a�n t me or who has produced as identification and who did take an oath. NOTARY PUBLIC: �' `�,� Notary Public - State of Florida Seal: My Comm. Expires Feb 28, 2017 Seal: p' Commission # EE 849356 `oP , Bonded Through National Notary Assn. APPROVED BY Plans Examiner Structural Review (Revised02/24/2014) ANGELA YouNG t MY COMMISSION # EE 188835 EXPIRES April 12, 2016 Zoning Clerk SPECIAL SERVICES CUSTOMER INVOICE Store 6322 N MIAMIIBISCAYNE Phone: (305) 981-2959 12055 BISCAYNE BLVD Salesperson: JXJ263 MIAMI, FL 33181 Reviewer: Page 1 of 4 No. 6322-262464 REPRINT 2014-09-1012:68 STA I R 0E� V: . MERCHANDISE AND SERVICE SUMMARY sWe old to customers hrt �flmrt the quanbnes of merchandise Name! Home Phone ONEN PETER (nos) 605-1208 10674 NE11TH Ci 'f"oikMano (786) 473-3030 Cunpany Name MIAMI SHORES Ja"Deacr{i` READY TO REVIEW aa FL zp 33138 C'n'y MIAMI-DADE Page 1 of 4 No. 6322-262464 REPRINT 2014-09-1012:68 STA I R 0E� V: . MERCHANDISE AND SERVICE SUMMARY sWe old to customers hrt �flmrt the quanbnes of merchandise 114STALLATION #1 �ml� f? I- ` CONTINUED ON NEXT PAGE Check your ourrent order status online at wwwAiomedepot.com/oMerstalus FL# I Page 1 of 4 No. 6322-262464 Customer Copy REP # 101 STOCK MERCHANDISE TO BE DELIVERED: Tt # .= . SKUlow :�f - 1°iESGRIPTI0N .. PI TALC ..A. .. I� . '...EXTEI+ISIiI«N R02 0000-155-400 3.00 EA 1X6-8FT PT WEATHERSHIELD A $5.17 $15.51 R03 0000-252-677 21.00 LF 1-1/4 X2 PFJ WM180 BRICK 1.63 $34.23 R04 0000-565411 21.00 LF 11!167{2-114 PFJ WM327 CASING 4.t N 0.80 $16.80 SIO - MDSE T4 BE DELIVERED. REF # SOB ESTIMATE V DATE: 1010312014 P.O. #22603754 S4U fT 3 QRAcm rREf T=PSlO 54801 0000-065-683 1.00 EANA / NA SIO JW EXT CUSTOM ST 21-28D /ENTRY Jj &WS ENTRY DOOR RIGHT 31.5 X 78.75 6 -PANEL A N $323.15 $323.15 DELIVERY INFORMATION: TDEUVERY DATE: INSTALLER WILL SCHEDU INSTALLER WILL DELIVER MDSE T0: SITE OF INSTALLATION #101INSTALLATION. NOTE: UPON RECEIPT OF ALL S/O MERCHANDISE - INSTALLER L CUSTOMER TO SCHEDULE INSTALL DATE. 114STALLATION #1 �ml� f? I- ` CONTINUED ON NEXT PAGE Check your ourrent order status online at wwwAiomedepot.com/oMerstalus FL# I Page 1 of 4 No. 6322-262464 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: KONEN Page 2 of 4 No. 6322-262464 Page 2 of 4 No. 6322-2+62464 Customer Capt ESTIMATED INSTALL BEGIN DATE: 09105/2014 ESTIMATED INSTALL END DATE: 11110512014 MERCHANDISE TO BE INSTALLED: REF .:. :.�IiA'. _ ..::..ES�BIPTi0N :. R02 0000-155-400 3.00 EA 1 X6-8FT PT WEATHERSHIELD 803 0000-252-677 21.00 LF 1-114 X2 PFJ WM180 BRICK 804 0000-565-411 21.00 LF 11116X2-114 PFJ WM327 CASING 80801 0000-665-683 1.00 EAI NA SIU JW EXT CUSTOM STT 21-28D BASIC INSTALLATION LABOR: U .-OEeGRI .UIwl: . f'RGE EAO J 'EXTENSION 0000-523 EXTERIOR DOOR FL-NATIPRE-HUNG DOUR UP TO 36X96 -672 1.00 EA N $287.00 $287.00 OPTIONAL LABOR SELECTED INCLUDES: :- ~OPMON ijM-TA:C_-ECH- E-9XT8,4$IQN . 1 HAUL AWAY OF EXISTING DOUR PER DOOR OPENING11 1.00 EA N $15.00 $15.00 ii ST ON SITE NAME; Ina INSTALL LABOR CHARGE: $302.00 ADDRESS: 10674 NE 11 TH CT TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSITIMEASURE: 50.00 COUNTY: MIAMI-DADE SALES TAIL RATE: 7,000 TAX: Merchandise - N 'L'ABOR- N INSTALL TOTAL■ $252.00 PHONE: 305 505-1206 ALTERNATE PHONE: 786 473-3030 BASIC INSTALLATION LABOR INCLUDES: ' PRE -INSTALLATION JOBSITE INSPECTION OF THE NEW DOOR WHEN THE CAS3NGITR11.1 IS 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 SLAB OR PRE -HUNG EXTERIOR DOOR UNIT AND CRACKS RESULTING FROM REMOVAL OF DOOR (FOR LARGER ' INSTALLER TO PROVIDE NECESSARY FASTENERS, SHIMS AND STUCCO REPAIR, SEE OPTIONS) CAUMNG 'PRE -HUNG DOOR UP TO 72%96 INCLUDES DOUBLE DOORS AND DOORS *INSTALL NEW OR EXISTING LOCKSET AND KICK PLATE(fF WITH SIDELIGHTS 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 HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS CARE ANDIOR TEST PRODUCT TO ENSURE PROPER OPERATION EXISTING DOOR INSTALL NEW INTERIOR CASING AND EXTERIOR TRIMMIRICKMOLD UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: "•�C0N71NUE00N NEXT PAGE "* Page 2 of 4 No. 6322-2+62464 Customer Capt SPECIAL SERVICES CUSTOMER INVOICE - Continued INSTALL DOORS OVER 72X96 INSTALL FIXED ARCH TRANSOM LITE IN EXISTING OPENING REPAIR CARPENTRY TO EXISTING OPENING PLASTER, DRYWALL OR SIDING WOR K STUCCO PATCH GREATER THAN 4% PAINT AND STAINING INSTALL ALL AMERICAN DOORS INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRE-HUNGDOOR UNIT ' IF YOU HAVE AN ALARM SYSTEM, YOU MUST HAVE IT DISCONNECTED BEFORE THE INSTALLATION BEGINS. ALSO: IT WILL NOT BE RECONNECTS? AS PART OF THIS INSTALLATION. ' ELECTRICITY MUST BE ACCESSIBLE TO THE WORK AREA ' IT MAY BE NOJSY DURING YOUR INSTALLATION 'THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA BEFORE COMPLETING THE INSTALLATION. AIRBORNE DUST IN OTHER PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE RESPONSIBILITY OF THE CUSTOMER. ` AN ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE DECISIONS ABOUTYOUR INSTALLATION MUST BE PRESENT DURING THE INSPECTION (WHEN APPLICABLE), DELIVERY AND INSTALLATION ' ALL BREAKABLES ANDIOR VALUABLE OBJECTS MUST BE REMOVED FROM THE WORK AREA PRIOR TO INSTALLATION ' CHILDREN AND PETS MUST BE KEPTAWAY FROM THE WORK AREA Last Name: KONEN Page 3 of 4 No. 6322-262464 SPECIAL NOTES: INSTALL MORTISE LOCKS ON WOOD DOORS (CUSTOMER PROVIDES) DISCONNECT AND RECONNECT OF SECURITY SYSTEMWORING STRUCTURAL MODIFICATIONS MUST BE APPROVED BY REGIONAL SERVICES MANAGER OR INSTALL MERCHANT ELECTRICAL WORK WORK ON SUNDAYS OR HOLIDAYS 'ADDITIONAL CHARGES AT THE JOBSITE MAY BE NECESSARY TO COMPLETE THE JOB AND/OR BRING THE INSTALL INTO COMPLIANCE WITH LOCAL AND/OR STATE CODES ' IF UNFORESEEN LABOR IS 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 APPOI"ENTS WITH INSTALLERS OR MISSING SCHEDULED APPOINTMENTS 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 VIOLATM OF STATE OR LOCAL CODES OR CANNOT BE PERFORMED TO INDUSTRY STANDARDS INSTALLATION #2 REE # 107 ESTIMATED INSTALL BEGIN DATE=: 09/05/2014 ESTIMATED INSTALL END DATE: 1010512014 BASIC INSTALLATION LABOR: SICU DESCRIPTION I QTY I UM I TAXI PRICE EACH f EXTENSION ": coN71NUEo ON NEXT PAGE — Page 3 of 4 No. 6322-262464 Customer copy 4 SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: KONEN Page 4 of 4 N0. 6322-262464 .-INS..T:r LLAT10 1000n4lgdl :REF #I07 0000-114 BUILDING MATERIALS PERMIT FEE -NAT! 1 1.00 EAf N $0.01 $0.01 -442 OPTIONAL LABOR SELECTED INCLUDES: P ON : • : DE 'C IPT1[}?yl.. - .. d � . 02 M fiA-C' : RICE -i EXTE fi l lwl. CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: 0.00 COUNTY: MIAMI-DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABGiR - N INSTALL TOTALD300.01 PHONE: 305 505-1208 ALTERNATE PHONE: 786 473-3030 BASIC INSTALLATION LABOR INCLUDES: -ALL FEES ASSOCIATED WITH OBTAINING PERMIT (MUNICIPALITY OR INSTALLER. IF DELIVERED TO INSTALLER, THE INSTALLER WILL FEES, ENGINEERING, WIND LOAD CALCULATIONS, RECDRDING, ARRIVE ATJOBSITE ON DAY OF INSTALLAND LEAVE 1WTH CUSTOMER. POSTAGE AND ADMINISTRATIVE). 'DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE SPECIAL MOTES: CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT. ONCE IN FULL. NO REFUNDS ON PERMIT FEES AFTER 72 MRS. OF PAYMENT. THE PERMIT IS PAID FOR, WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY. CANCEi..LATYONS WITHIN 72 FIRS. WILL BE REFUNDED Policy Id (PI): A. 90 DAYS DEFAULT POLICY* .......... 'The Horne Depof reserves the right to limit l deny returns. Piease see the return ,policy sign in stares for defeiis.' Page 4 of 4 No. $322-2624+64 Customer Copy REPLACE DOOR IN 1 OPENING ONLY. NEW DOOR TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. jj OCT t 1 014 r w OPENING PRODUCT u OPENING � WIND PRESSURES APPROVAL I PRESSURES COMMENTS I NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 1 30 80 16.67 1 4 1 39.0 1 -42.4 1 FL15558.1 66.0 1 -70.0 1 KITCHEN - LSMI W Z to m V Lu j ;' U) ¢ Q 7- z Z w O a a p o a ® z p z t. w �. REPLACE DOOR IN 1 OPENING ONLY. NEW DOOR TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. jj OCT t 1 014 r 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 3/16" TAPCON SCREWS IN4Q CbW'RETE ... WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS....... 0 • ,... Go ...... . . . . 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 9 IN • . ;""' . . • KONEN RESIDENCE 10674 N. E. 11TH COURT DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA OPENING PRODUCT DESIGN OPENING SQ. I WIND PRESSURES APPROVAL I PRESSURES COMMENTS I NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 1 30 80 16.67 1 4 1 39.0 1 -42.4 1 FL15558.1 66.0 1 -70.0 1 KITCHEN - 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 3/16" TAPCON SCREWS IN4Q CbW'RETE ... WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS....... 0 • ,... Go ...... . . . . 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 9 IN • . ;""' . . • KONEN RESIDENCE 10674 N. E. 11TH COURT DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA 04/09/2012 - FA01 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 EXTERIOR ZONES PRESSURES Mean DESIGN PRESSURES PSF -ZONE4 RoofTributary Area (Sq Ft Hei r 10 15 20 25 30 -43. -42.4 -41.6 -41.1 -40.6 -4 Roof 0 -15 ft +40. +39.0 +38.2 +37.7 +37.2 + -44.0 - .0 -42.2 -41.6 -41.1 -4 4 16 ft +40.6 +39.5 +38.8 +38.2 +37.7 + -44.6 -43.5 -42.8 -42.2 -41.7 -41. 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 .3 +37.8 +37.4 6.8 -53.6 -45.1 -44.0 -43.3 -42.7 -42.2 -46.4 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 .2 + 3 +37.2 -45.7 -44.6 -43.8 743.2 -42.7 -42 - 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -45.9 -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 -51.4 -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 21 ft +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 +37.4 -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 22ft +43.4 +42.3 +41.5 +40.8 +40.3 +39,9 +39.5 +39.2 +38.9 +41.6 1 -47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 23 ft +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 -50.4 -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 +39.9 +39.6 +37.7 -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 +40.6 -48'8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 26 ft +45.0 1 +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 45.5 -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 -58.1 -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 -49.9 -48.7 -47.8 -47.2 -46.6 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 + -54.7 -50.3 -49.0 -48.2 -47.5 -47.0 -4 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 + -56.9 -51.0 -49.7 -48.8 -48.2 -47.6 -4 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 . +43.2 +42. 2.1 -59.7 -51.9 -50.7 -49.8 -49.1 -48.5 .4 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 EAV .6 -53.4 -52.1 -51.2 -50.5 -49.9 -49 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 +45.0 -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 -54.2 -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 Soft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 1 +47.0 1 +46.6 1 +46.2 55 ft -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 -53.7 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 1 +43.6 58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 60 ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 1 +48.4 +48.0 Mean DESIGN PRESSURES PS - ZONE 5 Roof Tributary Area (Sq Ft fight 10 15 1 20 1 25 30 1 35 40 1 45 1 50 -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 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 +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 1 +40.5 +39.7 1 +39.11+38.6 +38.2 +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 ft +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 .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 + -5 +38.5 -58.1 -55.8 -54.2 -49.0 22 ft ,6 +43.4 +42.3 +41.5 + -5 5 9.2 0.1 +38.9 -58.7 -56.4 -54.7 -49.5 23 ft +43.8 +42.7 +41.8 + -53 9 .2 - +39.2 -59.2 -56.9 -55.2 -50.0 24 ft +44.2 +43.1 +42.2 1 +41.6 +41. 0.2 +39.9 +39.6 25 ft -59.7 -57.4 -55.7- .4 +44.6 +43.4 +42.6 .9 + .6 Q9.9 -60.2 -57.8 -56.2 4_E, . 1`4 -50.8 26ft +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 1 +43.6 1 +43.0 +42.4 1 +42.0 +41,6 +41.2 1 +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 +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 +412 +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 -54.7 -54.1 +47.9 1 +46.6 +45.7 1 +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 +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 -57.0 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 +51.3 +50.3 1 +49.5 1 +48.9 +48.4 1 +47.9 +47.5 - 4071 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -61. -6 60ft +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 8.0+53.6 4 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 SE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CR GQWN VARIABLE AS DESCRIBED BELOW.. USE OF CRITICAL COTH THESE TABLES. 2. TABLES VALID OOF HEIGHT AS LIMITED ABOVE. 3, TABLES VALID F t,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 IDENTI 5. ALWAYS ROUNDE VALUE OR CONSERVATIVE ASSUMPTION. 6, CALCULATE THE TRIG IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD SP a ). THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- URAL MULLS. IF THE TRIBUTARY AREA OF AN OPE CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS l20 0.s O THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH SH D, RGEST 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 S ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTE N T� ND VERIFIED BY THE GOVERNING BUILDING DEPARTM RRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFER 5. THIS SPECIFICA I ER ANY PRODUCT APPROVED CERTIFICATION. RE MITTED 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. 8. EXCEPT AS EXPRESSLY P NW IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAS l4rbT%I RH, PEAK ROOF WHICHEVER IS SMALL r F9,� ' Rf LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1 )a I QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a 8 EAVE HEIGHT µ ROOF I � HEIGHT 0 ®. 4 a' ELEVATION WALL ZONE FIGURES f IS M C, 'o V3 KEMARK5 DRWN CHKD DATE T m � 0 INIT ISSUE GSS TSB 03/05/12 2010 FLORIDA BUILDING CODE ENGINEERING 9;,: ' o C m U5 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 EXPRESS° m ASCE 7-10, CHAPTER 30eb( rn!�- n LnZ W Ln - i DESIGN LOADS FOR COMPONENTS &CLADDING160 SW 12th AVENUE, #106 'DZ MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 \_ z M b) C) rn THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, D O 1 z P.EAND SHALL NOT BEREPRODUCED INWHOLEORPART PH: (954) 354-0660 FAX: (954) 354-0443 0 o WITHOUTWRITTENCONSENT OFFRANK L.NBENNARDO, HP.E ASCE 7 10 WWW.ENGEXP.COM "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER CERT OF AUTH #9885 "J• m MARKINGS TO THIS DOCUMENT ARE NOT PERMNTED ANDFn llvrltla Building Code Online, Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc@jeld-wen.com Authorized Signature Janet Gerard fbc@jeld-wen.com Technical Representative Steve Saffeil Address/Phone/Email 3737 Lakeport Blvd Klamath Fails, OR 97601 (541) 882-3451 Ext 2900 stevesa@jel(J-wen.com Quaftty Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation &Management Institute, Validated By National Accreditation & Management Institute, 0000•• • • • 0.00.0 •• • •0•• • •••01• 9.90 ••0.0• Referenced Standard and Year (of Standard)goes**• Standard y=r • • • ••110• TAS 201 0000 1994 0000 • • TAS 202 • • 0100 • • 1994 0000 ••0•• TAS 203 09.0.0 19949 0 09090 • 0 •1910• •• •• • 00.0.0 • Equivalence of Product Standards . 9 :00:9: • • Certified By • • • • • •0.09• •001•• • • • • 1 • • • •0091• •• • 0000 • • http.//wwww.flcRiidabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvKmQdJOUtQtjYlylOg7j%2ftl3jOkuylizYgeFdpXfbuEA%3d%3d[5/7/20f;�1Q 17:04 AM] "a Building Code Online Product Approval Method Method I Option A Date Submitted 05/01/2012 Date Validated 05/01/2012 Date Pending FBC Approval Date Approved 05/06/2012 15558.1 jEnergy Saver/Contour imits of Use Approved for use in HVHZ* Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure; N/A Other; Refer to installation instructions S-2104 for sizes, ,onfigurations, design pressure ratings, and installation details. )paque Wood Edge Steel Outswing Door wl or w/o Sidelites ertification Agency Certificate FL15558 RO C CAC N1011082.odf juality Assurance Contract Expiration Date 08/31/2015 Installation Instructions Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes "valuation Reports FL15558 RQ AE PER2035 SS,odf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Stieet. Tallahaasee FL 3Z= Pbone� 850-487-t8 4 The State of Florida is an AA/EEO employer. CQQydQht 2007-2010 State of Florida.:: Privacy Statement i: Arcessibiky Statement :: Refund Statement Under Florida law, e-mail 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 regarding DSPR's ADA web accessibility, please contact our Web Master at wpt)rnasterDcit)nr.ctate.fl.its, Product Approval Accepts: 91 FM E_R E "I'll t4ortm SE up F D 0000•• 0000 0000•• • 0000 0000 0000• 0**s*• o0 % :**a :0000: http://www,floridabuilding.org/pr/pr-app__�dU.aspx?param=wGEVXQwtDqvKmQdIOUtQtjYlylOg7j%2ftl3jOkuyjizYqeFdpXfbuEA0/03d%3d[5/7/20111".17:04AM] NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Exterior Doors Certification No.: NIOII082 3737 Lakeport Boulevard Certification Date: 05/01/2012 Klamath Falls, OR 97601 Expiration Date: 08/31/2015 Product: "Energy Saver/Contour" Opaque Wood -Edge Steel Door wl or w/o Sidelites (wood frame) Specifications Tested To: TAS 201/202/203-94 The "Notice of Product Certification'! is only valid if the NAM[ Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product bas been approved for listing within NAMI's Certified Product Listing at www,Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Outswing -1 Opaque Size Pos/Neg P ress u re Rated Comments -�/S'�e"te S Single 1;�ideiite ng� . x — ' Sidelite� Sidelit"lazed I I V Sidelite-No • Max Pa.,`j'-�'Z'C,: Sing e Opaque 3'2 x 6,10" + 61"-70 I 10.0 Psf C -FLA -696W Max Panel Size-, 3'01 x 61" Installation Deiaits: S-21040-8) Installation Details: S-2104 (1-8) OX0 o4/s D(,Or_oj Door -Opaque 5110' x 6110" +661-70 16.-0 —psf -�/S'�e"te S Single 1;�ideiite ng� . x — ' Sidelite� Sidelit"lazed I I V Sidelite-No • Max Pa.,`j'-�'Z'C,: Sidelite DLO: 6" x 513" (1/8" Tempered Glass) J Installation Details: S-2104 (1-8) OX0 o4/s D(,Or_oj Door -Opaque 5110' x 6110" +661-70 16.-0 —psf Door -Yes CTLA-696W Single, w/Sidelites Si elites Sidelites-Glazed d Sidelites-No Max Panel Size; 3101, x 618" Sidelite DLO: Vx 5'3" ((/8" Tempered Glass) Installation Ntails: S-2104 (1-8) XX O/S Doors -Opaque 63" x 6'10" +571-57 8.55 psf Doors Yes CTLA-696W Double Max Panel Size. 3'0" x 6'8" Installation Details: 5-2104 (1-8) vov--VO r Ois§—toors-opaque 8111" x 610" ps-f Door -Yes CTLA-696W #11 S? S X id id elites -C lazed Sidelites-No 3,0" 6181, Max Panel Size. I ..: 0.: 0.0 •;IPPi Sidelite DLO: 6" x 5'3" (1/8" Tempered Class) ayes, VA 0*0 40* Tel: (804) 684-5124[Fax: (804) 684-5122 *60 0 0 0 0 *00 NAMI AUTHORIZED SIGNATURE: ��j TT F Steel ��yyt 74.5' MAX. OA FRAME WTDiH 70.25' W. OA F E W1UTH Ji. -DIV EN® A tee .875' g7P. .i25' .75` DA MiJCt. SWE MAX. ME 36.625' MAX OA tYP. 844 TtP. SfDEU7E FRAME WNJiN PANE MOTH 36 MAX. OA 875' {� 36` MAX OA 14' MAX. OA ENERGYSAirSWaYM68'rWOODEDGEOWAOMSTEFt OU7WW WIASMAGgt PANEL MOM TIP.f PANEL MOTH PANEL. ACTH #PACT DST GW IMW W & WITHOUT SIDELITES II p� 71GENERAL NOTES ® ® ® ® ® ® 6' 2 m L THIS PRODUCT IS DESIGNEE)PLY WITH THE CURRENT R-OR04 BULOINGMJOA D.LQ.(X AND HlCtt YEi1;fXE ZONE IMiZ" fTEtIUTREMENT$. WfOTN W W u- 2. BUMAX a0r 2. WOW BY ORIEK MUST BE ANCHORED PROPSLY TO TRANSFER MAX. CA 0,k A LOSIDS TO THE STRICTURE - PANEL ppHR &;.025" 3. PRtbUCT ANo4ofis SHAH BE AS usu AND SPACED PER ANCHOR LOCATION MOM ANCHOR 048014:ENT TO EASE MATERWL SHALL BE BEYOND WALL HEIGHT HE1GFtT MRX. to OA ORE551NG ORSTUCCO. 81.25" 6 81.25' D.L.O. 4. 5- TAB_E I ON THIS SHEET FOR DE-' CW PRESSURE R477NCS. NXX.D MAX.ITETGi7 5. THIS PROIXtCT MEETSTHE WATER REOUIREVEN7FOR ?NH2" ZONES. SEE OA. S7 GA THE 05" PRESSURE CWT BROW. FRAME FRAME 6. DOORS ARE tMPACr RATED AND DO NOT REQUIRE MIAMI-OAOE HOGHr ( HMIT . APPROVED IMPACT RES€STANT SHUTIERS. 7, MiWf-RADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED I z� FOR SVEU7ES '€ 8. SIDELITES ARE AN OPTION ANO CAN !3f USED IN A SWaE OR U'MU ( o CONFIGURATION(. StNfd_E OUTSWING IMPACT AA i �yf NOK -IMPACT 0.625' 0.75' 0.625' 5€ L"T£ST (QXO)VTEWf9 FROM EXTERIOR' o RESIDENTIAL INSMATEC STEP. DOXCR lCunr to afi, a e CaldtWral C014PLNENT CONSTRUCTIONS: °� FR � t 107` MAX. OA FRAME MOTH 37.75' MAX. OA 1 8T5` R .T25• .75' MULL. 15.5' MAX. OA Fara sheets: 24 ga. f0.020� minimum thickness, CaNanized Steel A-525 FRAME WIDTH { Tl?. ppb Q w- 8AR IYR S#DEL111 FRAME WIDTH o zE camttercrol gaalfy - AKCC per ASTM 620 with average rniNmum yield38.825' MAK OA w �-t w strength Fv(ove j=2+.600 psi. .875" T}P, 36' . OA. PANEL WIDTH 36" MAX. OA 14' MAX. OA, PANEL MOTH PANEL WIDTH PANEL W47TrT wti3 ` CorT�' gidesiory �. Winded poteelyrene with I.0 to 1.25 ibs./cf densly, by W/ASTRACAL QAy E€ Dora Pane! Consfructiw The active and e"cbve panels are constricted from i a g bj 244. (0.020` min.) gowm4ed steel- The face sheet tops and bottoms are ® ® ® ® ® ® o' llertt SOover the fop ani bottom mels, the top CK not measures f.67' A MAX a III a. wide x €.042` high, The steel bottom rad is rA formed 0,021' galvanized INAC QA O.L.0. std measuring 1.67' wide x 1.2 f' high. The sides of the face sheet are 80' 80^ WETH roll formed onto the LVL ictch stdo and Pooderosa Pere hinge stile which Milk MAX maven a 1.67' x 1.0'. Tho interior cadFy is filed with polystyrene, The O.A. OA loos streets are g€ued fa the polystyrenes. PANEL PANEL 63.125' a v- Fxed Lite Const: The sosh is constricted from 24CA (0.020" min.) galvanized HEIGHT HEtGHT MAX. n std. The edges of the Isco sheet ure bait 30' over the polystyrene core g 8 D.CA 1-0,w orvd gkx:d to it The sidalRe parted are rested to receive the OXUP Uta I 81.25' 8 (.25' F(EK:IT Frames or the optimal Trnity Ught Frones. (See sheet 7 for glazing MAX. MV defogs.) The lite frames are sealed w/ 050 glazing compound on the I OA ® O.A. 171- • v, sxterior. FRAME FRAME a ,, Frame Cmshuetim- The hwhes am constructed :ran Ponderosa Pale jambs Hoof HOOK measuring 1.25' wide x 45625' deep. The door and sidetite tread jambs are mwb&ed and butt jcfeed to the side jambs and attached with (3) 16GA, 2` • V161caw wee suns. Fee mt• usea sta•tW hump face Perri" t iit UReshatd measLAn 8041• x K.0"fdgh�7Tre41'}veshak3 is attached to 1 4 wi i ' x t ire �t es, j - DOUBLE Otli54M1NG q tiil711T UNIT (QXXG) WI NON -IMPACT • • • • • • • TA9LR?F.C7€�ENT!► • • -� 0. 0.75` 0.625' `S F. ry r SIC�'CHES 4gEW'm fR0ld EXTERIOR < SNI t�NERAL NNCO`s5 � FRP-11 I L ELEVA •.>'F ate: 9-11-01 ELEVATIONS ----- i :I Y1E1147 F'R{Xd EX1FR'O(t CG ANO BILL f tA_TERtAlS TABLE t: ,: `C` : . O scup: N.T:S. Prepared Ey • 3 NMZONTAL 6" SEC17ONS 0 • • • OE57G€ PRESRWE RAMC-MIVE 019? ± 7t 7 4 ONTAL AMT S. SAEFELL t TYX4SL +✓+ Y- .. +fib psf -70 psf .p ttr L MA TS#7RES litally signed by Hermes F Noreen, P.E. BU�DtNC .IAS. rs.ru• 5-2104 8 UM7 COMPONENTS ajJ-akA 7 +53 p -5T pst Season: € am approving this document fir, *� Phorm: 407-644-6357 Date: 2012,05,011731:35-04'00' ' -For. 407-644-2366 li•+m ••• • • • • ••• • • • •• •• • • • •• •• 0.75' AM. CON REV EDGE USE MASONRY 1.50' BY 0 MIN. ji 015' MNV. Com/ EDGE MT. 51 1.50' ey OTHERS MIN. SEE NOTE 3 ON 0.250 EMS. 19 MAX SMM 20 PANEL THK 2 0.25 MAI SEE DETAIL 7 17 ON SHEET 5 SHT. 4 17 10 45 0, 125' WIN. 1.750" VIN GLASS ;HK. PANEL THK INTERIOR LX R10RI 81.25' 80.0, MAX MAX O.A. - ----- - OA FRAME PANEL HEIGHT HEIGHT 10 SEE NOTE 2 ON EE NOTE 9 ON @3 SHT. 416 38 12 36 ZE NOTE 6 ON SHT. 1 29 17 )-EE NOTE 6 ON 16 32 125* SEE 1-2 • 1•.25-0 0 • MTN 6 0 IMCRErt-1 EN • 24ASONRY •-kjUq,•OIST:j *• R:(tL 0 0 0 0 0 OTHERS %6SS SEeTdN \.4,1 VVIIK HIGH DAM THFIN0, D • 0.75' AM. CON REV EDGE USE MASONRY 1.50' BY 0 MIN. ji SEE DETAIL 71 32 ON SHEET SEE NOTE 6 ON 29 31 SHE 4 SEE NOTE 3 ON SHT. 4 1.750" MIN. PANEL THK 36 17 SEE NOTE 2 ON 2 SHT. 4 38 45 0, 125' WIN. 4 GLASS ;HK. INTErcOREX LTTtCN 3125' 80,0" MAX. SEE GLAZING O.A. DETAILS, SHEET CA WAIF 1 7 PANEL (EIGHT HEIGHT SEE NOTE 2 ON SHE 4 23 38 36 ZE NOTE 6 ON SHT. 1 29 17 )-EE NOTE 6 ON 16 32 : T. 4 SEE SEE AIL7 NOTE 3 ON SHEET 5 ON W. 4 44 31 115" 2,50w#N. CONCRETE/ MIN EDGE INST MASONRY SY OTHERS VFRlICAL CROSS SECTION'CELITE S4SH x 4 1 44 1 SMITE FPAW WAD, SU AND JAMBS (FINGER JOINTED PONOOR054 PINE) I WOW i 0 Rwmd N.T.S. 7 vwa. ay, Jwj F CHK, ft S. SAIT Uj Jno, c Ptwe,, 407-644-6957 aWilm Opops, M. S -21G4 Fox 407 -W -236E W�U-, 2 OF 8 SEE NOTE 4 ON SHr. 4 SEE DETAIL 5_/ ON SHEET 5 HORIZONTAL CROSS SECTION 0250 MAX HINGE JAMB 10 HUCK SWIM 000 0 •=75r • • • • • ... EXTERIOR • • ••• • • ow. er: S. SAFFELL J ' SEE NOTE 4SEE 24 DETAIL / I ON THIS o ON SMT. • • . e .• • 6:0 4 • • • . SHEET • • • • • • • ... . • • • • • • • • • • • I HORIZONTAL CROSS SECTION • • • • • • . • • • • • • • Ar IMPERIAL ASTRAGAL • •• •• ••• • • • ••• • • w oo > �j2�Y ( \ 1NTEm V5" b W db f � 51 10 1 17 EDGE 01 T =3 0tr SEE DETAIL 5 ION SHEET s 0.25 [CZ HORIZONTAL CROSS SECTION G9 JAMB TO 1.50' MIM LATCH BUCK CONCRETE] EMBED. MASONRY BY OTHERS SEE NOTE f 26 ON SWT. 4 SEE DETAIL 5_/ ON SHEET 5 HORIZONTAL CROSS SECTION 0250 MAX HINGE JAMB 10 HUCK SWIM 000 0 •=75r • • • • • ... • • • ••• • • ow. er: S. SAFFELL J ' SEE NOTE 4SEE 24 DETAIL / I ON THIS o ON SMT. • • . e .• • 6:0 4 • • • . SHEET • • • • • • • ... . • • • • • • • • • • • • • HORIZONTAL CROSS SECTION • • • • • • . • • • • • • • Ar IMPERIAL ASTRAGAL • •• •• ••• • • • • ••• • • ow. er: S. SAFFELL J ' �rrexc xa.: J � o &t&moc DRCPS, INC. Phone: 407-$44-6957 5-2104 M Lu��"' x • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE NOTE P ST 4 1 2 SEE NOTE 7� Prepamd By: ON SHE 4 a� ow. er: S. SAFFELL J ' �rrexc xa.: J � o &t&moc DRCPS, INC. Phone: 407-$44-6957 5-2104 M Lu��"' x CONCRETE/ 00.. o MASONRY a BY OTHERS 5a z' cn 0.75" WK ' °o x p EDGE 01ST wow o w oo > a a �j2�Y zU ' Ovwi. 6J w N ti.JF =3 0tr a ASTRAGAL TPROW BOLTS (2) TOTAL; (I EACH) 0.31" DVS 9.0" LG. AT TOP & BOTTOM a DETAIL I ASTRAGAL TO STILE ATTACWWENT NOTE. REM 24 NOr SHOWN THIS VIEW FOR CLARI4ttllil, .,+1",pS F. Nr Prepamd By: N.7.5. jwj ow. er: S. SAFFELL �rrexc xa.: J � &t&moc DRCPS, INC. Phone: 407-$44-6957 5-2104 SHM 3 OF Fax 407-644-2365 Oil 10 25 SEE NOTE 5 ON SHT. 4 ��lJJJ SEE DETAIL 5 ON SHEET 5 rFi HORIZONTAL CROSS SECiIo Ai SIDELliE TO LATCH JAMB 1.750" MIN. t�T� Qg i PANEL THK, IN SEE NOTE 5 25 17 1 ON SNL 4 SEE DETAIL 5 ON SHEET 5 G HORIZONTAL CROSS SECTION AT SIDELIT>~ TO HINGE 4AMe NOTES. CONCRETE/ I. SPACING FOR ITEM 126 THE 110 x 1' PFH SCREWS ATTACHING HE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR 15 MASONRY { AS FOLLOWS. FROM IhE TOP DOWN & THE BOTTOM UP 1.07, 2.57, 4.0', 5.5 13.G', 18.0' & 26.0 BY OTHERS 2. SPACING FOR ITEM 123 THE 18 x 1 1/2" PLASCREW is AS FOLLOWS: TOP .& 84TTOM HORIZONTALLY SMrE PANEL 3.0' IN FROM EACH CORNER. ON THE SIDES VERTICALLY FOR THE SIDELTTE PANELS 3.0" 13.07, 26.07, 39.0; 520` & 63.0"' 3. SPACING FOR ITEM 131 THE 16GA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIOELflE AND ITEM 19 THE 160A. X i" BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION RAR VERTiCA LY, IS AS FOLLOWS: LOP & t3OTTGM ffOPtZONiAj�CY jFOR THE 3/8" GiIART �R ROOXdOj 1.25' IN FROM 64CH CORNER NTH � (T) NAIL MID -SPAN. �J TN_E SIDES VERTt1.25" FROM EACH ENO & SIX MORE EQUALLY SPACED ON THE FIELD. P 4. WHEN ATTACHING THE STRKE PLATE TO THE JAMB AND BUCK USE 1tEM 125, A 18 x 2 112' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIOEL✓1E JAMO AT THE MUWON USE ITEM 124, A 1$ x 2' ` PFH WOOD SCREW, 5. SPACING FOR FEW 125 THE 18 x 2 t12' PFH WOOO SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, a A IS ,AS FOLLQq. ""LFA• WVCAL 6OW WV•(4) MORE SCREWS EDLALY SPACED ON THE FIELD, 6. THE SIDEZOE PANEL 15*$04REA !NMF) r*E VftifE ,LIMB W1 ITEM 129 57UCONE CAULK ON THREE SIDES AND 318' WAV ROUA. SEfi 4 Vp:U:fj:BRt.TR1M NAILS x 314' LONG. 7. WHEN ATTACHti{G THE WNGFi tOdHENWAi6 AYO BUCK USC• ITEM 127, A 110 x 2' PFH SCREW. WHEN ATTACHNC DIS i 4. THE H(NGP 70 TNLO SM ANt} lDEUTL*"09ATSHE"LLtON USE REM 114, A 110 x 1 314" PF14 WOOD SCREW. 8. SPACING FOR ITEM 1449 THE 15 x 1 112' PANHEAD SCREW (TRINITY LITEFRAME) 15 AS FOLLOWS: ( e SMTE UMR69E FROM TNF -W DOWN VERT# Atl Y' 3.257, 18,0625' 32.8125'. 47.5625" & 62.625' { . �EI��jjE• �i Fid! iH— F L (INE•{LrSCREW AT 4.4375' 4 9. ALTERCATE COhX�2EiE1MASONiy' RSTtlLAi10N ANCiia� OF GktIYAt.ENT PERFORMANCE CWtRACtER1STTCS CAN t3E USEO•LW�Y APARtAAL OF TT1E ARG71lTE(!F QR EYLlR GF•RECORO FQR THE PROJECT QF lNSTALANON. 10. USE fiM51 Wt�d IA�sTUiil�#,•tNF; W $LB�RA� Ai0 &JAMBS US£ DEM 125 4tMEN 1NSTALt6dG INTO MULTJCMtS• USF•1 118 WYEN tNSTiLL1NG LNTO GdPiCR£Ti1MASONRY SUBS RATE AT StOELRE SILLS. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE 3 SH'T. 4 SEE NOTE 2 1 ON SHT 4 29 SEE NOTE 6 ON SHEET 5 0.250' MAX. =_ SHIN M, NOTE 7 SHT. 4 ihymre+l gy. z1� 3 17 -+ 10 25 SEE NOTE 5 ON SHT. 4 ��lJJJ SEE DETAIL 5 ON SHEET 5 rFi HORIZONTAL CROSS SECiIo Ai SIDELliE TO LATCH JAMB 1.750" MIN. t�T� Qg i PANEL THK, IN SEE NOTE 5 25 17 1 ON SNL 4 SEE DETAIL 5 ON SHEET 5 G HORIZONTAL CROSS SECTION AT SIDELIT>~ TO HINGE 4AMe NOTES. CONCRETE/ I. SPACING FOR ITEM 126 THE 110 x 1' PFH SCREWS ATTACHING HE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR 15 MASONRY { AS FOLLOWS. FROM IhE TOP DOWN & THE BOTTOM UP 1.07, 2.57, 4.0', 5.5 13.G', 18.0' & 26.0 BY OTHERS 2. SPACING FOR ITEM 123 THE 18 x 1 1/2" PLASCREW is AS FOLLOWS: TOP .& 84TTOM HORIZONTALLY SMrE PANEL 3.0' IN FROM EACH CORNER. ON THE SIDES VERTICALLY FOR THE SIDELTTE PANELS 3.0" 13.07, 26.07, 39.0; 520` & 63.0"' 3. SPACING FOR ITEM 131 THE 16GA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIOELflE AND ITEM 19 THE 160A. X i" BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION RAR VERTiCA LY, IS AS FOLLOWS: LOP & t3OTTGM ffOPtZONiAj�CY jFOR THE 3/8" GiIART �R ROOXdOj 1.25' IN FROM 64CH CORNER NTH � (T) NAIL MID -SPAN. �J TN_E SIDES VERTt1.25" FROM EACH ENO & SIX MORE EQUALLY SPACED ON THE FIELD. P 4. WHEN ATTACHING THE STRKE PLATE TO THE JAMB AND BUCK USE 1tEM 125, A 18 x 2 112' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIOEL✓1E JAMO AT THE MUWON USE ITEM 124, A 1$ x 2' ` PFH WOOD SCREW, 5. SPACING FOR FEW 125 THE 18 x 2 t12' PFH WOOO SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, a A IS ,AS FOLLQq. ""LFA• WVCAL 6OW WV•(4) MORE SCREWS EDLALY SPACED ON THE FIELD, 6. THE SIDEZOE PANEL 15*$04REA !NMF) r*E VftifE ,LIMB W1 ITEM 129 57UCONE CAULK ON THREE SIDES AND 318' WAV ROUA. SEfi 4 Vp:U:fj:BRt.TR1M NAILS x 314' LONG. 7. WHEN ATTACHti{G THE WNGFi tOdHENWAi6 AYO BUCK USC• ITEM 127, A 110 x 2' PFH SCREW. WHEN ATTACHNC DIS i 4. THE H(NGP 70 TNLO SM ANt} lDEUTL*"09ATSHE"LLtON USE REM 114, A 110 x 1 314" PF14 WOOD SCREW. 8. SPACING FOR ITEM 1449 THE 15 x 1 112' PANHEAD SCREW (TRINITY LITEFRAME) 15 AS FOLLOWS: ( e SMTE UMR69E FROM TNF -W DOWN VERT# Atl Y' 3.257, 18,0625' 32.8125'. 47.5625" & 62.625' { . �EI��jjE• �i Fid! iH— F L (INE•{LrSCREW AT 4.4375' 4 9. ALTERCATE COhX�2EiE1MASONiy' RSTtlLAi10N ANCiia� OF GktIYAt.ENT PERFORMANCE CWtRACtER1STTCS CAN t3E USEO•LW�Y APARtAAL OF TT1E ARG71lTE(!F QR EYLlR GF•RECORO FQR THE PROJECT QF lNSTALANON. 10. USE fiM51 Wt�d IA�sTUiil�#,•tNF; W $LB�RA� Ai0 &JAMBS US£ DEM 125 4tMEN 1NSTALt6dG INTO MULTJCMtS• USF•1 118 WYEN tNSTiLL1NG LNTO GdPiCR£Ti1MASONRY SUBS RATE AT StOELRE SILLS. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE 3 SH'T. 4 SEE NOTE 2 1 ON SHT 4 29 SEE NOTE 6 ON SHEET 5 0.250' MAX. =_ SHIN M, NOTE 7 SHT. 4 EXTERIOR 0.125' MIN. J TNTERfOR GLASS INK. 15 ihymre+l gy. z1� 3 17 -+ Phaw: 407-644-6957 3¢M Far: 407-644-23% to w u. cs SEE NOTE 2(7 z1 ON SHT. 4 29 4 6 � ONSFLT 39 0150' 0.750' SEE GLAZING °�U v W DETAILS, SHEET 7 �p0 0 o4z �a Ail x 6 g SEE GLAZING 0E7A1LS, SHEET J > x EXTERIOR 0.125' MIN. J TNTERfOR GLASS INK. 15 9-11-01 N.T.S. sy; .;WJ ihymre+l gy. z1� ± ^ BU LDWC LMOPS. PIC. Phaw: 407-644-6957 Is. Far: 407-644-23% 9-11-01 N.T.S. sy; .;WJ 74.50' WK. O.A. FRAME MOTH SEE 2 DETAIL'] IT. ON THIS SK SEE DETAIL 4 ON THIS SHT. 6.00' r----jm TYP IZ50" 6. TYP, c' c TOP 6 TYP. 7.375' 5r 5r 3[ T yp 1 5 SPACES SEE DETAIL 5 ON THIS SK 81-25" MAX. OA - 0 -4, FRAME HOOK FRAME HEI 'Hr ,36.6,J1'25 �16 ail ---3.DD' TYF. 112,125. 6,00 7.00" TIP. TV. np. SEE DETAIL 3 ON THIS SHT. DOUBLE DOOR WITHOUT SIDEUTES ANCHOR LOCA1799 VIEWED FROM INTERIOR 2 16 SET NOTE fl 4 20 7 SHEET 4 0--A 0 0•• 00 IL • 0 \ " ' 1 6 5.5( 41, N 4 SHEET 4 Dag STRIKE PfATES TO AW SEE DETAIL 4 ON THIS SHT. .IS WIN. L—K C -SINK. O52 : : - @!WAD 0 DEFAJL 4 am ASSTAKE PLATE ASTRAGAL STRIKE RATE .A HINCES TO "B & DOOR STRKE PLATES TO ASTRAGAL N 4 SHEET 4 Dag STRIKE PfATES TO AW SEE DETAIL 4 ON THIS SHT. .IS WIN. C -SINK. : : V: .A 165r25%\ O SEE NOTE 10 All q ON SHEET 4 N 4 SHEET 4 Dag STRIKE PfATES TO AW SEE DETAIL 4 ON THIS SHT. .IS WIN. C -SINK. .A 165r25%\ O SEE NOTE 10 All q ON SHEET 4 11111" DETAIL FSINK FOR INSrALLARON ANC14ORS WE, 9-11-01 �-N T-5- mG. an Jwj g7 ow. sy- S. SAFFELL T T QFAWWG "0- 8LKAW DROPS, PC. S-2104 Phwe: 407-644-M57 ivw --L of IL For 407-644-2366 81.25" MAX. O.A. FRAME 107.00" MAX. OA FRAME Wf0 SEE DETAIL 2 ON SHEET 5 4.50" TYP. - 16.41" TYP. 3.1JO" , F .CO" PEP. 13.41" TYP. 3.00" CD" YP. 6.00" Trp. Trp. .GO" .DO" TTP. �fl- E�_ F 6 TYP. , 5 SPACES ® 13.85' 1�1 1 1 1 � ! I I fit ( � ( � 1 5? 5T SPACES TYP. TYR Prepared 8y.. 0 11.54• SEE NOTE 5 3t" ?.25" 1 25 ON SMELT 4 • • • • • •• • • • 1 SEE DETAIL 5 ON SHEET 5 ( ` D SHEET 5 0A. WYE ! — EICHT 5-50, H 5.50"I I~ F 31" j� • •• •• • • II •• 16 36.625" S^2104 F P. • BI • • 1 1 1 t I f I I I 3.00' TYP--1 ` .00" D " 3.00' TYP-- 7.00 TYP. 7.00" TYP. SEE DETAIL 3 • • • • • • • • ^,•� • • • ON SHEET 5 • • • • • • O&KI AR WITH MUM ANCHOR LOCATIONS • • • i • • i i i • • • MEWED FROM INTERIOR •• ••• •• • • • •• SEE DETAIL 4 ON SHEET 5 6 T p: Ii 6AO" TYR 6 TYP. I 37.75" MAX. OA_ FRAME WIO1H _ s? _ np. TYP. — 1 6.00' 8.58 T1rp. TYP. 1 SINGLE DOOR 87MOUF SMIFES ANCHOR LOCATMS WE*M FROM 114171WOR >:2 CImQQ 2Q.�iM uzlwti� SEE DETAIL 4 w y 4 ON SHEET 5 if 6 SPACES T• " ? - Prepared 8y.. 0 11.54• • •• • ••• 3t" ?.25" SEE DETAIL 6 • • • • • •• • • • MAX. ON SHEET 5 ( ` nwc ar: J4Yd `pax. ec S. SAFF 0A. WYE ! — EICHT 5-50, H 1 I~ F 31" TYP. — 1 6.00' 8.58 T1rp. TYP. 1 SINGLE DOOR 87MOUF SMIFES ANCHOR LOCATMS WE*M FROM 114171WOR >:2 CImQQ 2Q.�iM uzlwti� SEE DETAIL 4 w y 4 ON SHEET 5 if T• " ? - Prepared 8y.. N.T.S. • •• • ••• • • ♦ ••• • • • • • ♦ • • • • • • •• • • • * 'a , T T [r 4 ( ` nwc ar: J4Yd `pax. ec S. SAFF j� • •• •• • • • • •• T a.i «a• ] ti S^2104 • • • • • • -6957 ferx s1� Is Fax 407-644-2366 sw OF J EXTERIOR 50 m 0.725' MIN. Z ¢ C� TEMP. GLASS Z �ICKNESS.- d��i ul M Q 0.50" INTERIOR GLASS EUTE 17 29 5 46 50 38 2.. SEE NOTE 2 ON SH7. 4 z o EXTERIOR 4 0.500" MIN. o 1 GLASS PIK. 0.125" TEMP. GAZING DETAIL 1 0.250" AIR Qo cn OOL LITE FRAME SINGLE PANE CLASS SPACEm 118' TEUPER£D GLASS o SPARIECN POLYCOM PP5530 C13j a z, n� 38 � I J .25" x .5G' 0.125' TEMP. tMt .,. OR / 550 INTERCEPT GLASS �,:: fat i GLASS STEEL SPACERS a SITE is 50 SEE NOTE 8 a a 7 29 217 45 49 ON SHE 4 1 i EX. LRIOR 0.125" TEMP_ 1N g CLASS j2"INSUtArE PEREO GLASS !$ LUPOY' E 7 1r ODO M1N .750" AIR SPACE o GLASS ^,'. .75" x S0" 1NTERC r 0.125" TEMP. ALL G(AZiNG CONFIGURATIONS g i iNTEF" • •• • • }� STEL SPACER CLASS SHALL COMPLY WITH SAFETY • • • • • • p GLAZING REQUIREMENTS WUNED • • • i i • • FGASS IN FOC SECTION 2406. v $ • •• �ti�ttfltl i ^a ,.io,S • • • • 50 • SHT. 4� • • �`` S F. � ..•.• GG,4ZNG DTAIL 3 r T! 7 � Q Reparcd By: WALF,N.T.S. • • • 6:6 • iRiN(TNiUTE 9"= owG. s': a9Vd i • • i 1iINSiAitHUf t� GTA GpA ar: S. SAFFELL • • • • • • •L Y 5 7 % �O �'•" P;'� w�: owwuac ne.: • • • • • • • 4• • • i c , .4' `: BLVAM W INC. 5-2104 • • • • • fsy . A ♦ Phaw 407 ,-6957 recc wi q au d`xrvo Fac: 407-644-23% skm -L or i ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 1.670° L670" - LLJJ-J" 901T2RAN DOOR HINGE SLA f 10212 24fA (O.a21 On FINGER JOINTED PONDEROSA PINE WOOD 1.670" }- 1.670" }^- 4.5625` 1.000` 1.042`1.zso !�f 0.750' 0.50` f;1 DOM LATCH STILE i1 DOOR TOP RAIL 2 3 l J LVL wow LYL FINGER JOINTED 4 44 PONDEROSA PINE i 1.645" 0.529- 0.831" .529"0.831" I t 1 0.140' 0.530" 00RNER BLOCK f R COMPRESSION WE THERWIP �Fi .,, 0$ TTOM RN{ 1G SCHLEGEL O-UON 05 650 MDL' x 3.0' LONG I- 1.500' 1.250' 0.624` ' 1.750" A$TpAGfit $ TWO 0.31 zs' z.50o' 0 MS DIA. x 9" LONG BOLLS, ! 1 ON TOP, t ON BOTTOM LioL F --� 1.025' STRA_ AGk (1MP£R& ASTRAGAL STRIKE PLATE 6063-1`6 ALUMINUM 11 (IMPERIAL 0.125" STEEL) 11.875" LMA. VARIES WITH .. ... . . . .. HARDWARE USED 0513` 1.544" 2. 2.521 521 �--- ' 12" t.G. 1RFNITY U7E ffiAME POLYPROP. n8N" PLASTIC LITE KIT MATERIAL APPROVED L'NDER NQA �p7-0$2&.Q7 0482' I e, > 1.736"0.675 2.137' 1.012 a aT. � L38i 52 DOOP LATCH STRWE R,41EXR LATCH yAQ STEEL 53 BOLT STRfKE PLA E STEEL • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 147E+3`1 -� �- 0.125' 1.544' 1.586' I- 1.750' � n62 2.519' LG. 7 "'r' ulR FRtdAE %ollt8' sc. Ofd JTE (RAfiIE 1105ROP. O POLYPROP._ TRINITY PLASTIC UTE KI MAIERWL OOL PLASTIC UT K!T MATERW APPROVED UNDER � 07-0 28.01 APPROVED UNDER ,VOA X10-1209.01 5' jo 0.37 0.375' ^-{ 0.37Lol 'OUARTLR ROUND 323 8SIOEUTz SPfNE Z.G O -j t.375" '- Ll I!! 0 0 t� 4.x00" M ION14AGER STEEL ftE H1NC 28 FINE (81.25' LONG) 504" x 4" x 0.097" THK. STEEL �_� 0 582° 1.000` t 4.04' " -----j } - BY PEMKO Pr ed By. n mxa• ] • � � ~ Fare ' a �mra 81>1 DNG DROPS, INC. t : 447-544-6957 Fnx: 407-644-2566 • • : • • • • • • • • • • 1 S LOCK BUCCK RNGER JOINTED PONDEROSA PINE • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 147E+3`1 -� �- 0.125' 1.544' 1.586' I- 1.750' � n62 2.519' LG. 7 "'r' ulR FRtdAE %ollt8' sc. Ofd JTE (RAfiIE 1105ROP. O POLYPROP._ TRINITY PLASTIC UTE KI MAIERWL OOL PLASTIC UT K!T MATERW APPROVED UNDER � 07-0 28.01 APPROVED UNDER ,VOA X10-1209.01 5' jo 0.37 0.375' ^-{ 0.37Lol 'OUARTLR ROUND 323 8SIOEUTz SPfNE Z.G O -j t.375" '- Ll I!! 0 0 t� 4.x00" M ION14AGER STEEL ftE H1NC 28 FINE (81.25' LONG) 504" x 4" x 0.097" THK. STEEL �_� 0 582° 1.000` t 4.04' " -----j } - BY PEMKO y v � " Y a m Io"- syl JWJ S-2104 8 (W- Pr ed By. n mxa• ] • � � ~ Fare ' a �mra 81>1 DNG DROPS, INC. t : 447-544-6957 Fnx: 407-644-2566 y v � " Y a m Io"- syl JWJ S-2104 8 (W- 127 W. Fairbanks Ave. BUILDING DROPS Suite 438 A Perfect Solution in Every Drop Winter Park, FL 32789 16 407.644.6957 PH Certificate of Authorization: 29578 407.644.2366 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval Report No. 2035 Florida Building Code 2010 Per Rule 9N-3 Method: 1— A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Energy Saver/Contour Wood Edge Opaque Steel Outs wing Door wl or w10 Sidelites Material: Steel/Wood Product Dimensions: 107"X 81.25" (Ma-rimum) Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. S F Klamath Falls, OR. 97601 oo 0. 0 0 Prepared by: Hermes F. Norero, P.E. 9-0! 0 - . *4 Florida Professional Engineer # 73778 Date: 05/01/2012 0 .4, 0 Contents: Evaluation Report Pages I - 4 Installation Details Pages 5 0 :0 00*00* Digitally signed by Hermes F Norero, P.�- HerrnesFXb0rero,P,E. 0 Reason: I am approving this document*..* :Florida Nm -763778 Date: 2012.05.01 17:42:30 -04'00' //5A\\) BUILDING ��O��K�� w��wu��onno�� ym�*n-�� 6 APerfect Solution inEvery Drop Certificate prAuthorization: aes,o manufacturer: JELD-WEN, Inc. Product Category: Product Sub -Category: Compliance Method: Product Name: Exterior Doors Swinging Exterior Door Assemblies State Product Approval Rule 9N-3.005 (1)(a) FL#: Date: 05/01/3012 Report No: 2035 Energy Wood Edge Opaque Steel OwtswngDomr w/prw/o Sidelitem 107"X81.25"(yuaximum) Scope: This isaProduct Evaluation Report issued byHermes F.Nueo\P.E(FL #73778)for JELD-WEN,hnc. based onRule Chapter No. 9N-3.005,Method la ufthe State ofFlorida Product Approval, Department ofCommunity Affairs Florida Building Commission. Limits of Use: Hermes F.Norem�E, does not have nor will acquire financial interest in the company manufacturing ordistributing the product o,inany other entity involved inthe approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S-2104signed and sealed byHermes ENorero,P.E,(FL #7370)for specific use parameters, 1 This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). l Product anchors shall beaslisted and spaced asshown ondetails. Anchor embedment into substrate material shall bebeyond wall dressing orsxuccu. y. When used in areas requiring wind borne debris protection this product complies with Section l609.1.3ofthe ZO1OFlorida Building Code and does _not require enimpact resistant covering onowtsvvinQdoors. 4. Non -Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details ofdrawing S-21Q4require further e ' ing analysis byalicensed engineer o,registered architect. 6. See Installation Instructions S-2104 for size and design pressure limit&Sons� see*** ° °°°°°° °°°° °°°0°° ° BUILDING ��h��0�� wu_��uo�m�� pm-~� FLp; � APe�d��udDate: 05/01/2O1Zon�n�veryQrop Repn�mn��35 oemno^teorAutm,xzouun/zys78 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards; The product described herein has been tested per: * TAS 201-94 ° TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed byCertified Testing Laboratory, Inc. (F8COrganization #TSTI577) Report #: CTLA696W, Report Date: 11/01/2001 l. Quality Assurance National Accreditation and Management Institute (FBCOrganization #�QUA l789) ° =° °°°° ° 000 ° °=°°° ° ° ° °° ^ °=° ° ° ° ° °==° °°°° °==° ° °=°= ° ° ° °°=°^ °=° °°°° ° ° ° ° ° ° °°°° == °=°° °°°°°° ° ° °°:°°° ° ° °° °° ° °°°°°° °°~�rJnexF.wor�n�r.e. °° � ° :FkohcloNu.73778 00°000 : Maje* Iof5° ° ° ° ° °°°°°* ~° ° °°°° ° ° � °°°° /(/,\,\ BUILDING DROPS A Perfect Solution in Every Drop 6 Certificate of Authorization: 29578 Installation- 1. Approved anchor types and substrates areas follows: FL#: Date: 05/01/2012 Report No: 2035 Through Frame installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" Into the wood substrate. B. For concrete or masonry substrate where one by (IX), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (5-2104) for anchor spacing and more details of the installation requirements. Design Pressure: *Units meet water infiltration requirements corresponding to noted design pressures. •00.00 :*** 0 00 0 00*0• * 0 • *00:00 01*40' 900000 0 a** ines F. Nororo, P.E. :Florida No.473778 .0. :Hage $ of 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization: 29578 Report No: 2035 Installation Method JELD-WEN, ine. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites - - --------- ,P<Es 0 1,31.85" 6 0 *040 • • *0000 0000 ore ro, P.E. • FloriV No.,73778 :Mge S of 5 ii 11 ii y ii • gra 0000•• yv pes 0 *040 • • *0000 0000 ore ro, P.E. • FloriV No.,73778 :Mge S of 5