The URL can be used to link to this page

WS-16-1087 x � E, Miami Shores VillageetYiift Typei1flTtt�ti+fftih�l 10050 N.E.2nd Avenue on Miami Shores,FL 33138-0000 Yy� `yon Phone: (305)795-2204 E fi Rte' N off ` - I , �; Expiration: 10/29/2016 Project Address Parcel Number Applicant 9720 BISCAYNE Boulevard 1132060143260 Miami Shores, FL 33138- Block: Lot: LAEL MANZO Owner Information Address Phone Cell LAEL MANZO 9720 BISCAYNE Boulevard r MIAMI SHORES FL 33138-2541 Contractor(s) Phone Cell Phone Valuation: $ 2,899.00 J&G CARPENTRY INC (561)333-5042Total Sq Feet: 0 Type of Work:CHANGE OUT 1 DOOR Available Inspections: No of Openings:1 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# WS-4-16-59502 DBPR Fee $2.00 04/21/2016 Check#:21825 $50.00 $77.80 DCA Fee $2.00 Education Surcharge $0.60 05/02/2016 Check#:22203 $77.80 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $127.80 In consideration of the issuance of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict nfo ity with t plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I as ere rbiii all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRIC I ,MFS HANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFF T: ifs at the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction nd oni o ,I authorize the above-named contractor to do the work stated. i May 02, 2016 Auecinature:Owner / Applicant / Contractor / Agent ate Build'g Department Copy May 02,2016 1 r NEu APPS Miami Shores VillagecT BuildingDepartment APR 21 2010 p 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 B�. INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 1 H BUILDING Master Permit No. l CO- LC24 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL [PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9-720 f)1 S C\,1n�'' B 111 d C7 City Miami Shorres �t '' ff County Miami Dade Zip: Folio/Parcel#: � I - 32-V�- V 1"i 1 3 2 (9 0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: -7 Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): LQ-CI V- I Q tl i C 0 Phone#: Address:(`"i-7 Z® N S C '�/l�n t B N City: M I am L Sn 0 V-CS State: FL Zip:J?)3� �8 Tenant/Lessee Name: Phone#: Email: i CONTRACTOR:Company Name: G i a ` -f Phone#: -5(p 1- 5 V0 Address: X"�>A a® '�Ci City: a(9 jf,�,State: Zip: 3`3 `" / a Qualifier Name:��. r7) � S 1 J ! )'l S Phone#: State Certification or Registration#:�') � 0 aa�- 's__1 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: p City: State: Zip: Value of Work for this Permit:$� 6 99 • 7 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration , ❑ New Repair/Replace ❑ Demolition Description of Work- � Specify color of color thru tile: f Submittal Fee$ S3_� Permit Fee$ CCF$ rr�es. c r CO/CC Scanning Fee$ Radon Fee$ -cx�l DBPR$ o` Notary$ L J Technology Fee$_�° 0 Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ -� ��'C) (Rev1sed02/24/2014) Bonding Company's Name(if applicable) Bonding Cohipany'sAddress 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ey-N Signature OWNER or AGEN CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of4n,,N20 by day of gn 20 by LQp� cj,r��p ,who is personally known to t/Y)RS -0'^��I S .who is pers--_Iy k own to me or who has produced r/- dr;yed //'4- as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: AelSign Print: ,, A' W Z'e L4o Print: 2114� Seal: OFFICIAL SEAL Seal: 2ot,, P�B�,n A UNG TRACY MARIE MAM LLO * * MY COMMISSION#FF 951089 e EXPIRES:April 12.2020 .,,. NOTARY PUBLIC-OREGON �>, c 00MMI88 NO, FOF P4o�` Banded Thru Budget Notary Sentcea #8hk+Rsik• k� +iss$ss�flk&ktRAsRilNbR+RSR+RMskB84RiU*9RkRs84RBAPHBPiibfliRsF�e+R9sk#kkM lit APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application-Miami-Dade County http://www.miamidade.gov/propertysearch/#/repoft/summary OFFICE OF THE PROPERTY APPRAI.""'ER � aF Summary Report Generated On:3/30/2016 Property Information Folio: 11-3206-014-3260 ;;,. 9720 BISCAYNE BLVD Property Address: Miami Shores,FL 33138-2541 Owner LAEL MANZO Mailing Address 9720 BISCAYNE BLVD MIAMI SHORES,FL 33138-2541 �'�� '� �Vii��'P�d�" �I"�i•I0.M ill��i�I� �� iiV ��,', Primary Zone 1100 SGL FAMILY-2301-2500 SQ k u 4 Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area _ Sq.Ft ,. Living Area Sq.Ft Adjusted Area 2,949 Sq.Ft Taxable Value Information Lot Size 11,688.3 Sq.Ft - 20151 2014; 2013 Year Built 1972 County Assessment Information Exemption Value $50,500 $50,500 $50,500 .v..._..._....... ..._._ Year 2015 2014 2013 Taxable Value $153,393 $151,775 $148,786 Land Value $238,209 $168,602 $135,346 School Board Building Value $218,934 $214,938 $216,604 Exemption Value $25,500 E$25500 $25,500 XF Value $1,327 $1,348 $1,368 Taxable Value $178,393 $173,786 ......... Market Value $458,470 $384,888 $353,318 City Assessed Value $203,893 $202,275 $199,286 Exemption Value $50,500 $50,500 $50,500 Taxable Value $153,393 $151,775 $148,786 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,500 $50,-5-0-01 - $50,500 Save Our Homes Assessment Taxable Value $153,393 _ $151,7751 $148,786 Cap Reduction $254,577 $182,613 $154,032 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous OR Exemption $25,000 $25,000 $25,000 Price Qualification Description Homestead Sale Book-Page Widow Exemption $500 $500 $500 09/01/1996 $0 17844-3303 Sales which are disqualified as a result of examination of the deed Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). 12/01/1991 $119,000 15329-3841 Sales which areq ualified 04/01/1980 $130,000 10728-1693 Sales which are qualified Short Legal Description 12/01/1971 $16,000 00000-00000 Sales which are qualified MIAMI SHORES SEC 3 PB 10-37 LOT 3&SWLY 39.91 FT OF LOT 2 BLK 78 LOT SIZE 89.910 X 130 OR 17844-3303 0996 4 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Mami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: 1 of 1 3/30/2016 11:18 AM - SPECIAL SERVICES CUSTOMER INVOICEPage 1 of 7 No. 6322-343000 _______________________________________________________, Store 6322 N MIAMUBISCAYNE Phone:(305)981-2959 12055 BISCAYNE BLVD Salesperson: NEV3960 MIAMI, FI-33`181 Reviewer: Ham PhWWREPRINT mum (305)757-9750 LAELBISCAYNE BLVD "'°''" (305)585-7154 Comp"No" SALEI SHORES ,�o�d'�n ;2016-04-08 08:50 � 33138 CO1""�' MIAMIDADE of merchandise MERCHANDISE AND SERVICE SUM MARY soldWe ocustomersrve the 9 umlt quantities r REF#W14 SKU#0000-515.864 The items listed In tlris section will be carded out of the store by the customer at time of sale. STOCK MERCHANDISE CARRIED OUT: F �. A N $59.97 $119.94 UM R09 0000-324-982 2.00 EA SCHLAGE FLA COMBO PACK BB/ A N 23.98 7.96 R10 0000-318-967 2.00 EA SCHLAGE FLA BED/BATH BB/ $167.90 r ; STOCK MERCHANDISE TO BE DELIVERED: r< A N $167.00 $167.00 R02 0000-827-739 1.00 EA 32X80 LH PREM 6 PANEL OS NBM A N $167.00 $167.00 R03 0000-827-705 1.00 EA 30X80 LH PREM 6 PANEL OS NBM A $32.82 R11 0000-155-400 6.00 EA 1X6-8FT PT WEATHERSHIELD A N $1.6 $34.23 R12 0000-252-67721.00 LF 1-1/4 X2 PFJ VM180 BRICK A N $0.80 103.20 R13 0000-565-411 129.00 LF 11/16X2-1/4 PFJ WM327 CASING 504.25 DELIVERY INFORMATION: DELIVERY DATE:INSTALLER VVILL SCHEDULE Check your current order status online at www.homedepotaom/orderstatus Page 1 of 7 No. 6322-343000 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name: MANZO Page 2 of 7 NO. 6322-343000 (Cononusd) REF#101 INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION#101 AT TIME OF INSTALLATION. REF# 107 SIO-MDSE TO BE DELIVERED: REF# S06 ESTIMATED ARRIVAL DATE: 04/26/2016 P.O.#22518576 ?�2 -F# SKU QTY UM :C11= CFtIPTIt RI Pt "TAX =.=:PRICE EA& EXTENSION S0601 0000-369-172 1.00 EA NA/INTERIOR PREMIUM COMPOSITE DOORS DOUBLE/INTERIOR A N $785.31 $785.31 PREMIUM COMPOSITE DOORS DOUBLE SWINGING DOOR INACTIVE/ACTIVE 59.5 X 79.75 INTRICATE PANELS S0602 0000-369-172 1.00 EA NA/CONTINUED)/INTERIOR PREMIUM COMPOSITE DOORS DOUBLE A N $0.00 $0.00 SWINGING DOOR INACTIVE/ACTIVE 59.5 X 79.75 INTRICATE PANELS • $785.31 DELIVERY INFORMATION: DELIVERY DATE: INSTALLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION#107 AT TIME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL S/O MERCHANDISE-INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. NSTALLATO1 REF# 101 MERCHANDISE TO BE INSTALLED: REF#/ SKU QTY UW , De6 I'IPTIQN R02 0000-827-739 1.00 EA 32X80 LH PREM 6 PANEL OS NBM R03 0000-827-705 1.00 EA 30X80 LH PREM 6 PANEL OS NBM Rl l 0000-155-400 6.00 EA 1X6-8FT PT WEATHERSHIELD R12 0000-252-677 21.001 LF 1-1/4 X2 PFJ WM180 BRICK R13 0000-565-411 129.00 LF 11/16X2-1/4 PFJ WM327 CASING BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY UM' TAX PRICI»EACH EXTENSION CONTINUED ON NEXT PAGE Page 2 of 7 No. 6322-343000 Customer Copy Page 3 of 7 No. 6322-343000 - SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name: MANZO Pa 9 REF#101 0000-523 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 36X96 1.00 EA N $287.00 $287.00 -672 OPTIONAL LABOR SELECTED INCLUDES: On 1 HAUL AWAY OF EXISTING DOOR PER DOOR OPENING z MEN 2.00 EA N 15.00 30.00 11 MULTI DOOR DISC-EXTERIOR DOOR UP TO 36X96/ 1.00 EA N $240.00 $240.00 26 STUCCO WORK IN EXCESS OF MINOR CHIPS AND CRACKS(SINGLE DOORS UP TO 1.00 EA N $145.00 $145.00 36°X96°/ CUSTOM LABOR SELECTED INCLUDES: :. �, . .. 1 CUT STUCCO TO FIT' X 6 X 8 PREP FOR CODE 1.00 PA N $1 CHARGE: $150.00 MANZO LAEL INSTALL LABOR CHARGE: 52.00 TRIP CHARGE: $0.00 ADDRESS: 9720 BISCAYNE BLVD CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: �•� COUNTY: MIAMIDADE SALES TAX RATE: 7.000 TAX:Merchandise- N LABOR- N $802.00 • • PHONE: 305 757-9750 ALTERNATE PHONE: 305 585-7154 INSTALLER SPECIAL INSTRUCTIONS: FL#14569.6 BASIC INSTALLATION LABOR INCLUDES: •PRE-INSTALLATION JOBSITE INSPECTION EXTERIOR TRIM/8RICKMOLD OF THE NEW DOOR WHEN THE •DELIVERY WITHIN 30 MILE RADIUS OF STORE CASINGI TRIM IS THE SAME SIZE OR WIDER 'REMOVAL OF EXISTING DOOR UNIT •INCLUDE NON-COLORED STUCCO PATCH TO REPAIR MINOR CHIPS AND CRACKS RESULTING FROM REMOVAL OF DOOR(FOR LARGER •INSTALL NEW SLAB OR PRE-HUNG EXTERIOR DOOR UNIT STUCCO REPAIR,SEE OPTIONS) •INSTALLER TO PROVIDE NECESSARY FASTENERS,SHIMS AND •PRE-HUNG DOOR UP TO 72X86 INCLUDES DOUBLE DOORS AND DOORS CAULKING •INSTALL EXISTING OR NEW CUSTOMER PROVIDED DEADBOLT, WITH SIDELIGHTS LOCKSET AND KICK PLATE(IF APPLICABLE)ON NEW DOOR '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 AND/OR TEST PRODUCT TO ENSURE PROPER OPERATION EXISTING DOOR •INSTALL NEW CUSTOMER PROVIDED INTERIOR CASING AND UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: Page 3 of 7 No. 6322-343000 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name: MANZO Page 4 of 7 No. 6322-343000 INSTALLATION `I REF#101 INSTALL DOORS OVER 72X96 INSTALL MORTISE LOCKS ON WOOD DOORS(CUSTOMER PROVIDES) INSTALL FIXED ARCH TRANSOM LITE IN EXISTING OPENING DISCONNECT AND RECONNECT OF SECURITY SYSTEMS/WIRING REPAIR CARPENTRY TO EXISTING OPENING STRUCTURAL MODIFICATIONS MUST 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 HOLIDAYS INSTALL ALL AMERICAN DOORS INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRE-HUNGDOOR UNIT SPECIAL NOTES: *IF YOU HAVE AN ALARM SYSTEM,YOU MUST HAVE IT *ADDITIONAL CHARGES AT THE JOBSITE MAY BE NECESSARY TO DISCONNECTED BEFORE THE INSTALLATION BEGINS.ALSO,IT COMPLETE THE JOB AND/OR BRING THE INSTALL INTO COMPLIANCE WILL NOT BE RECONNECTED AS PART OF THIS INSTALLATION. WITH LOCAL AND/OR STATE CODES *ELECTRICITY MUST BE ACCESSIBLE TO THE WORK AREA 'IF UNFORESEEN LABOR IS NEEDED TO REPAIR DAMAGE FROM WATER, *IT MAY BE NOISY DURING YOUR INSTALLATION TERMITES,ELECTRICAL OR PLUMBING PROBLEMS,THERE IS AN ADDED *THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK 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 INSTALLERS OR MISSING RESPONSIBILITY OF THE CUSTOMER. SCHEDULED APPOINTMENTS 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 DECLINE 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 KEPT AWAY FROM THE WORK AREA END OF INSTALL#1 REF# 105 BASIC INSTALLATION LABOR: 5{{U DESCRIPTION 'QTY UMTAXI PRICE EACH EXTENSION CONTINUED ON NEXT PAGE- Page AGE-Page 4 of 7 NO. 6322-343000 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name: MANZO Page 5 of 7 NO. 6322-343000 INSTALLATION REF#105 0000-114 BUILDING MATERIALS PERMIT FEE-NAT/ 1.00 EAJ N 1 $0.01 $0.01 -442 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION T1! .. I TAXI PRICE EACH EXTENSION 7 1 PERMIT FEE/ 330.001 EAJ N 1 $1.00 $330.00 INSTALLATION TIO Sm N E:I MANZO LAEL INSTALL LABOR CHARGE: $330.01 ADDRESS: 9720 BISCAYNE BLVD TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSITIMEASURE: $0.00 COUNTY: MIAMIDADE SALES TAX RATE: 7.000 TAX: Merchandise- N LABOR- N • ® $330.01 PHONE: 305 757-9750 ALTERNATE PHONE: 305 585-7154 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,RECORDING, ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER. POSTAGE AND ADMINISTRATIVE). *DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE SPECIAL NOTES: CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT.ONCE IN FULL.NO REFUNDS ON PERMIT FEES AFTER 72 HRS.OF PAYMENT. THE PERMIT IS PAID FOR,WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY.CANCELLATIONS WITHIN 72 HRS.WILL BE REFUNDED END OFJNSTALL#2 INSTALLATION #3 REF# 107 ESTIMATED INSTALL BEGIN DATE: 03/29/2016 ESTIMATED INSTALL END DATE: 04/28/2016 MERCHANDISE TO BE INSTALLED: REP# SKU QTY t1M. DESCRIPTION S0601 0000-369-172 1.00 EA INTERIOR PREMIUM COMPOSITE DOORS DOUBLE S0602 0000-369-172 1.00 EA CONTINUED CONTINUEDONNEXT Page 5 of 7 No. 6322-343000 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name: MANZO Page 6 of 7 NO. 6322-343000 IN , TA (� } REF#107 BASIC INSTALLATION LABOR: SICU DESCRIPTION QTY UM TAX .PRICE EACH EXTENSION 0000-523 INTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 72X96 1.00 EAJ N 1 $250.00 $250.00 -676 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY ::.1#M TAaC "`PRICE = I `1NS1nN 1 I HAUL AWAY OF EXISTING DOOR PER DOOR OPENING)/ 1 1.001 EAJ N 1 $15.001 $15.00 CUSTOM LABOR SELECTED INCLUDES: cN DESCRIPTIONQTY u� rA MACH.; IcTENft�N 1 1 CUT BASE BOARD 1.001 PAI N 1 $45.00 $45.00 114S ALL:ATION BITE NAME:I MANZO LAEL INSTALL LABOR CHARGE: $310.00 ADDRESS: 9720 BISCAYNE BLVD TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: $0.00 COUNTY: MIAMIDADE SALES TAX RATE: 7.000 TAX: Merchandise- N LABOR- N • ® $310.00 PHONE: 305 757-9750 ALTERNATE PHONE: 305 585-7154 BASIC INSTALLATION LABOR INCLUDES: *PRE-INSTALLATION JOBSITE INSPECTION EXISTING DOOR *DELIVERY WITHIN 30 MILE RADIUS OF STORE *INSTALL NEW CUSTOMER PROVIDED INTERIOR CASING AND *REMOVAL OF EXISTING DOOR UNIT EXTERIOR TRIMBRICKMOLD OF THE NEW DOOR WHEN THE *INSTALL NEW SLAB OR PRE-HUNG INTERIOR DOOR UNIT CASING/TRIM IS THE SAME SIZE OR WIDER *INSTALLER TO PROVIDE NECESSARY FASTENERS,SHIMS AND *FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION CAULKING *FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON *INSTALL EXISTING OR NEW CUSTOMER PROVIDED DEADBOLT, CARE AND/OR TEST PRODUCT TO ENSURE PROPER OPERATION LOCKSET AND KICK PLATE(IF APPLICABLE)ON NEW DOOR *ADJUST DOOR TO ENSURE PROPER OPERATION *DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: JAMB EXTENSIONS UP TO 5-1/4°(CUSTOMER PROVIDES) DISCONNECT AND RECONNECT OF SECURITY SYSTEMS/WIRING INSTALL DOORS OVER 72X96 STRUCTURAL MODIFICATIONS MUST BE APPROVED BY REGIONAL SERVICES MANAGER OR INSTALL MERCHANT REPAIR CARPENTRY TO EXISTING OPENING ELECTRICAL WORK "" CONTINUED ON NI 1 PAGE"""* Page 6 of 7 No. 6322-343000 Customer Copy SPE'CIA'L SERVICES CUSTOMER INVOICE-Continued Last Name: MANZO Page 7 of 7 No. 6322-343000 INSTA"`ION'� (Cornu = REF#107 STUCCO PATCH GREATER THAN 4°,PAINT AND STAINING WORK ON SUNDAYS OR HOLIDAYS PLASTER,DRYWALL OR SIDING WORK SPECIAL NOTES: •IF YOU HAVE AN ALARM SYSTEM,YOU MUST HAVE IT TERMITES,ELECTRICAL OR PLUMBING PROBLEMS,THERE IS AN ADDED DISCONNECTED BEFORE THE INSTALLATION BEGINS.ALSO,IT CHARGE WHICH MAY NOT BE AVAILABLE FROM HOME DEPOT SO THE WILL NOT BE RECONNECTED AS PART OF THIS INSTALLATION. CUSTOMER MUST HIRE THEIR OWN CONTRACTOR TO MAKE THE REPAIRS. •ELECTRICITY MUST BE ACCESSIBLE TO THE WORK AREA •AN ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE •IT MAY BE NOISY DURING YOUR INSTALLATION DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE •THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA INSPECTION(WHEN APPLICABLE),DELIVERY AND INSTALLATION BEFORE COMPLETING THE INSTALLATION.AIRBORNE DUST IN OTHER •ALL BREAKABLES AND/OR VALUABLE OBJECTS MUST BE REMOVED PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE FROM THE WORK AREA PRIOR TO INSTALLATION RESPONSIBILITY OF THE CUSTOMER. •ADDITIONAL CHARGES AT THE JOBSITE MAY BE NECESSARY TO •CHILDREN AND PETS MUST BE KEPT AWAY FROM THE WORK AREA COMPLETE THE JOB AND/OR BRING THE INSTALL INTO COMPLIANCE •CANCELLING APPOINTMENTS WITH INSTALLERS OR MISSING WITH LOCAL AND/OR STATE CODES SCHEDULED APPOINTMENTS MAY LEAD TO ADDITIONAL CHARGES •THE INSTALLER MAY DECLINE TO INSTALL THE JOB IF IN THEIR •REFER TO PRODUCT MANUAL FOR SPECIFIC WARRANTY AND PROFESSIONAL OPINION IT SEEMS UNSAFE,IN VIOLATION OF STATE MAINTENANCE INFORMATION. OR LOCAL CODES OR CANNOT BE PERFORMED TO INDUSTRY STANDARDS •IF UNFORESEEN LABOR IS NEEDED TO REPAIR DAMAGE FROM WATER, END OFINSTALL#3 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES Policy Id(PI): • - ® - • ' $2,899.47 A:90 DAYS DEFAULT POLICY SALES TAX $0.00 TOTAL $2,899.47 BALANCE DUE $0.00 The Home Depot reserves the right to limit/deny returns. Please see the return policy sign in stores for details.' END OF ORDER No.6322-343000 Page 7 of 7 NO. 6322-343000 Customer Copy e 1 36" X 80" , gt, ell 4 � APR 9 12016 F E z REPLACE DOOR IN 1 OPENING ONLY. * NEW DOOR TO BE IMPACT RESISTANT- HURRICANE SHUTTERS NOT REQUIRED. V N v ® a g C di F— � V Cl L JLL -� > = c U, Z C oy Q b_ Li cr, V) � �, � • • 0000 0000•• I , � � (^ � � •• • 0000 • j - 0000•• 0000 0000•• ------------------ --- •••••• • • • ------------------------ •••••• 0000 •• • • • • • • • • 0000 • •• 0000• 0000•• • • 0000• • • •••••• •• •• • 0000•• •••••• • • • • • • 0 0000•• OPENING PRODUCT DESIGN • • • • • OPENING SQ. WIND PRESSURES APPROVAL PRESSURES •••• : COmmsNTS :•0000 NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. •••• 1 1 36 1 80 20.00 4 38.2 1 -41.6 FL14569.6 66.0 -70.0 REAR HALLWAY 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 3/16"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 --: 14 FT 4 IN MANZO RESIDENCE 9720 S. BISCAYNE BOULEVARD DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA 06/30/2015-2:48pm gabriels V:\PrGJectsl 2014-MPSW00 Wind Charts\Reference\00-MPS14-400 Sedes C&C(Current).dwg Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH I MRH :5 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE V BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES PS -ZONE4 Mean DESIGN PRESSURES(PSF)-ZONES 11INISTRUCTlONS FOR TABLE USE: Roof Tdbutary Area(Sci Ft -��. Roof Tributary Area Ft) 1. TABLES ARE INTENDED TO I3ePICT-T ',ORST CASE'PRESSURES.'WORST CASE'IS DEFINED AS THE C QYTIO� FANYTJfI WN VARIABLE AS DESCRIBED BELOW. Hei ht 10 15 20 25 30 _ 45 Sp ieht 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CORS B�QUID+FOR; THESE TABLES. 43.4 42. 41.6 1.1 40.6 29$ `355 =39.3 53.6 -51.5 -50.0 48.9 47.9 47.1 46.4 45.8 -45.2 2.TABLES VALID 0 L FO IL�t�1G$QF�J ROOF HEIGHT AS LIMTfED ABOVE. 0-15 ft 1 \ �.✓ 0-15 ft 3.TABLES VALID F R L RQO hES �•1,¢PFP$.APPLICABLE REDUCTIONS FOR ROOF SLOPES 0 +40.1 +39. +38.2 37.7 +37.2 +3 8 t3E4 t36�1 X35 9t +40.1 +39.0 +38 2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 LE55 THAN 10°SHALL((;II��I.B€ RMEJ3 B��J ENGINEER AS A SITE SPECIFIC CONDITION. -44.0 -43.0 -41.6 41.1 + 7 40 T 1 3978 -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE BL)�LI�I-G-MF6f11,(AVERA E RQOF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft ,�6 +39.5 +38.8 +38.2 +37.7 +3'7,.3 w36'9 +3606 iS6�� 16 ft 6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIFF1�44E11D_WW.SEdtlEi'FEAK RRL030HEIIT�I,iT ��40,9 5.ALWAYS ROUND 'LOOP;Id_ GhFS,TO', EXJ�I' LE VALUE OR CONSERVATIVE ASSUMPTION. 17 ft -44,6 -43.5 -42.8 -42.2 -41.7 -41�` \`}40.I(�r 3 `" -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 6.CALCULATE THE TRIBU-1 �� OF E OPENING IN QUESTION(HEIGHT*WIDTH)OR +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 '+3711 8 1711 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)MOCfIP�ED'BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41A -41.1 -40.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47,0 THAN ONE-THIRD THE SPAN LENGTH(HQGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft X41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.4 -SOA -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft 19 ft TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. +42.1 +41.0 +40.2 +39.6 +39.1 +38,7 +38.3 +38.0 +37.7 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 7,IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft ,x,42 6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 21 ft -46,6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 21 ft -57.6 -55.3 -53.7 -5� -514 f 50 6 -49,2 -48.6 U READ OFF IN ACCPOSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL C MUNICIPALITY IN ACCORDANCE WITH CODE. +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 +43.0 +41.9 +41.1 +40;39 9 w39,5 +39 i^ 8 7I +38,5 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A r 47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 -58.1 -55.8 -54.2 5 ,D�yIII`j 9,.; p,3'i'r 6 -49 0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. p 22 ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 22 ft +43.4 +42 3 +41.5 b.8Q X39 #39 5 f 9.2 +38.9 z GENERAL NOTES: z 23 ft `47.5 46.4 45.6 44.9 44.4 44.0 43.6 -43.3 43.0 23 ft 58.7 -56.4 -54.7 -5 i.SIIi X52 �i .5 50,:8 0.1 49.5 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN r{ +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 +43.8 +42.7 +41.8 +4).;24 7 *40.3 a39 9 +3 5 +39.2 METHODOLOGY°PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE 48.0 46.8 46.0 -45.3 44.8 44.4 44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -53:9 ' � ✓-JS�2=50 50.0 CRITERIA AS OUTLINED HEREIN. 24 ft +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24 ft +44.2 +43.1 +42.2 +41.6 +41.1 �F4016� +'�.2 +39.9 +39.6 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND -1 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY = -48.4 -47.2 -"A -45.7 -45.2 -44.7 -"A -44.0 -43.7 -59.7 -57.4 -55.7 -54A -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40,2 +39.9 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpT=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH Vl 48.8 47.6 46.8 46.1 45.6 45.1 44.7 44.4 44.1 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51A -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR rn 26 ft .x.45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. D -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -525 -SL8 -51.2 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY ITT VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. Z 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 27 ft +45.3 +44,1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. G) USE OF THESE TABLES AND CORRESPONQING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft 49'5 48.3 47.5 46.8 46.3 45.8 -45.4, _ 2S ft 61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 COEFFICIENTS LI STE -HE IN SHALI-7BE,j57CFAT�AND VERIFIED BY THE GOVERNING m +45.7 +44.5 +43.6 +43.0 +42.4 +41.5 T6 x&7.2 +40?J J�/ +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTM N7 M ERMPT�HOLDER N FOR APPLICABILITY OF TABLE m -49.9 -48.7 -47.8 -47.2 -46.6 -4�2 �S.&., i�5.1 J� % -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE ISO j�iF- r-` fi�'� ;0 29 ft 29 ft S.THIS ;PE FI O IS(N01`-PMENCtI IST,0 ER ANY PRODUCT APPROVED Z +46.0 +44.8 +43.9 +43.3 +42.7 +4 3 X419 +41. +4L7/ +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 CERTIFICATION. RE 6R TCA11tSEPAGELI ' MITTED TEST CRITER111 AND OTHER ,n -50.3 -49.0 -48.2 -47.5 -47.0 -4 S .b6.1„ �'.7 4 4 < -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DEQ�GI IfIISTAGCAT-0 TNF, ATION AND APPLICABILITY OF THESE TABLE � 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 �,6�-+d2 2 J 1;8 +A15 30 ft .x,46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 VALUES WHICH]S T e VE1�IF7EU�Y'O rid CCORDANCE W1l H GOVERNING CODES. 6.ADHERE TO ALL L�QC`AC,IM ACT.,P.ROT�ECT,I,ON�:S1' TEM ORDINANCES. 32 ft -51.0 -49.7 -48.8 -48.2 -47.6 -47:1 X6'9{, =4✓�:0'`=32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7.NO CERTIFICATIOAft FEE F�R E IN`FEGRITY OF THE HOST STRUCTURE. r +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7. 44;,w-:842.1 +47.0 +45.7 +44.9 +44,2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY PROM N,NO ADDITIONAL CERTIFICATIONS OR 51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42,9 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 a-10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 -65.9 [+47.9 3.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 ft +49.2 +4�.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44,1 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULTMEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 67.64.9 -63.0 -61.6 -60.4 -59.4 -585 -57.7 -57.0 SAVE HEIGHT 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 45 ft +50.59.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 H HEROOF IGHT -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 -69.16.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.350 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 50ft +51. 0. .3 +4$.5 4147.9 +4P4 44780 +46.6 +46.2 5G 55ft -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 55ft 70.fo7.7 -616.8 •f4.2 - 0 -6 9 -61.0 -60.2 -59.5 Jr I ® rJAn+52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 +52.71.3 9,11.3! .5 +4.9 4!19.4 447.9 +47.5 +47.1 8 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 71.Eb 9.0•wrom •fr.4 .1 -6 1 -G .1 -61.3 -60.6 ELEVATION05 60ft +53.6 +52.2 +51.2 +50.4 449.8 +49.3 448.8 +48.4 448.0 60ft +53.6 +52.2 +51.2 +50.4 +49.8 449.3 448.8 +48.4 448.0 WALL ZONE FIGURES I M O S REMARKS DRWN CHKD DATE 5T•M EQ• FL(�RI�Q BUILDING CODE ENGINEERING m O INR ISSUE GSS TSB 03/05/12 ■ / { pR GHQ 0 m 0 m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 ••i i • i i 20{`7� i i E " • •E`-"-'® Z 0 - m REV 2014 FBC DGM TSB 06/10/15 • •• •• ? • • • lb( (� A _ •• • ASCiE 7-10 CHAPT R 3i) coarortArn ornee: %m z ' 160 SW 12th AVENUE, SUITE 106 �. 0 z �. M - - DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442 1; MASTER PLAN SHEET I THIS DOCUMENT IS THE PROPERTY OFENGNEERNGEXPRESS, P:(954)354-0660 R(954)354-0443 o AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT CERT OF AUTH#9886 z WRITADDITTEN CONSENT OR OTHER ENGNEERING STOTHI RESS.CUMENT ARE NO, : : q�["� 6:: �LE:HELLO@ENGINEERINGIXPRESS.COMPEWTDAN INARDATE OUR ETHIS DOCUMENT ARE NOT m � Pr�MmEDANDwvaLmATEamoERnFlcAnoN. • •• •• • • • •• •• ENGINEERINGEXPRESS.COM Florida Building Code Online �.. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Business -- Professional Ifs 0.01 PApproval }`r USER:ER:Public User >F. .�u�c_ySearch>Aoolication ust>Application Detail FL# FL14569-117 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800) 535-3936 fbci@jeid-wen.com Authorized Signature Kaede McLaughlin •• fbcl@jeld-wen.com . • • • 0000 0000•• •• • 0000 • Technical Representative JELD-WEN Corporate Customer SerW;6•00 •0;: 0900. Address/Phone/Email 3737 Lakeport Blvd. 0.0000 Klamath Falls,OR 97601 •••••• (800) 535-3936 •0 0• : • 0• customerserviceagents@jeid-wen.caP • 0 • 0000•• • 0000• Quality Assurance Representative •0••0• • 00 • • Address/Phone/Email •0 • • • ••••••• • 0 • • 0 Category Exterior Doors •• • 0000 • • Subcategory Swinging Exterior Door Assemblies •• • Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http:%hvww.floiidabuilding.org/pr/pr_app_dtl.aspx?paraxn=wGEVXQwtDquxTVBjriRcYg%2fDEHWIXNZWIDOuyPOG87LWwGxpHtrgMQ%3d%3d[12/30/2015 9:43:09 AM] Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 11/11/2015 Date Validated 11/13/2015 Date Pending FBC Approval Date Approved 11/20/2015 Summary of Products FL# Model,Number or Name Description 14569.1 Contours Steel,Wood Edge Full Lite Door,Outswing,6-0"x 6-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC N1006255-RI Certificate adf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure: +60/-60 Installation Instructions Other: Product must be installed per manufacturer FL14569 R7 1I 3W0509-03 Installation pd I instructions as stated on drawing 3WO509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3392 pdf Created by Independent Third Party: Yes 14569.2 Contours Steel,Wood Edge Full Lite Door,Inswing, 6'-0"x 6'-8" Limits of Use -`Certification Agency Certificate Approved for use lin HVHZ:Yes FL14569 R7 C CAC N1006255.02-R3 Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2019 Design Pressure: +60/-65 Installation Instructions so** Other: FL14569 R7 II 1W0509,-04 InstallatilrLu • •••••• Verified By: Hermes Nomero#3''078 • Created by Independent Third darty:Yes:*0 •• Evaluation Reports 000:00 0000 000000 FL14569 R7 AE PER336e3s* • • • • Created by Independent TWS4 Party:Y*4 . ;•••0; ---_. _40 _. _..._41....--0.. 0 _.__... ..0-0J0 _-.. 0..__..0.0 .....__•000• 14569.3 Contours Steel, Wood Edge Full Lite Door,Outswing,.r;';Q;'"8'-0" 0 e e e:e 0• ....._ . ...*._..o r••••• -- Limits of Use Certification Agency Cb tineate • •••••• Approved for use in HVHZ:Yes FL14569 R7 C CAC NI{l444**R5 Certif nate Ildf 00 Approved for use outside HVHZ:Yes Quality Assurance Codtra&dxpiration Dgte 6660% Impact Resistant:Yes 09/30/2019 •••••• Design Pressure: +50/-50 Installation Instructions ••• %06o: Other: FL14569 R7 11 JW0509b•1 S12015-07-"tLd f • • Verified By: Hermes Norero 73778 •• • Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3391.p_df Created by Independent Third Party: Yes 14569.4 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 12'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NIOII062 NI011062.01 Cerdficate.e� Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: N/A Installation Instructions Other: EL14569 R7 II JW032012EL Installatian.odf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3321.pdf Created by Independent Third Party:Yes 14569.5 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 8'-4"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F 14569 R7 C CAC N1011061-Ri Certificate od http:i/www.floridabuilding.org�pr'pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriReYg%24DEHW 1XNZW 1DOuyPOG87LWwGxpHtrgMQ%3d%3d[12/30/2015 9:43:09 AM] Florida Building Code Online Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other: FL14569 R7 II JVV072012FL Instailat(on.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3322.i�df Created by Independent Third Party: Yes 14569.6 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/o Sidelite, 8'-11"x 6'-8 Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14569 R7 C CAC N1011082-R1 Certificate.Ldf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2019 Design Pressure: N/A Installation Instructions Other: FL14569 R7 II S-2104 Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3398.odf Created by Independent Third Party:Yes 14569.7 Contours Steel, Wood Edge I Opaque Door,Outswing,w or w out Si elites, 8'-11 x - Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CACN1011096-RI-N1011096,01 Approved for use outside HVHZ:Yes R1 Certificate.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 08/31/2019 Other: Installation Instructions FL14569 R7 II 5-2108-01.12df Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports EL14569 R7 AE PER3832 odf 0000 Created by Independentjhird.Party: AS 0 0 • •••••• •• • 0000 • ••0••0 •••• ••0.0• 0000•• • • • •••0•• 0000 •• • • • Contact Us;:1940 North Monroe Street,Tallahassee FL 32399 Phone:850 Jj7,].824 • • • • 0000• • • 0000•• The State of Florida Is an AAJEEO employer.Convright 2007-2013 State of Florida.:;Privacy Statement;;*&ss1lbMty ctatem*nt::Refund 4 atom ••• • Under Florida law,email addresses are public records.If you do not want your e-mail address released in responseto a poiblis-records request,do not send elect(onic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,pleas!contact 1850.487.9395.*Pursuant to6M Arc• 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Depqftment witCh'Antlraddress they hate one.The emails provided may be used for official communication with the licensee.However email addresses are public r cor•I.If you do not wish to supI*y*a"r#Wal address,please provide the Department with an email address which can be made available to the public.To determilh@if yol are a Ilceft"Lghder Chapter 455,Fi6., please click here_. • • • Product Approval Accepts: ® eLPrl http:i/www.floridabuilding.org/pr,pr_app_dtl.aspeparam=wGEV XQwtDqu xTVBji iRcYg°/u2fDEHW 1 XNZW 1 DDuyPOG87L WwGxpHtrgMQ%3d%3d[12/30/2015 9:43:09 AMI NOTICE OF PR0DtVGT,C&ftTJF*CATI0N k� Company: JELD-WEN Exteriorboors ' ` Certification No.: NI011082-R1 3737 Lakesport Drive Certification Date: 05/01/2012 Klamath Falls,OR.97601 000 e; .00 Expiration Date: 08/31/2019 •: •` Revision Date: 05/05/2015 c`f� SProduct: "Energy Saver/ContourO Opp que flood-:Wa Steel Door w/or w/o Sidelite(wood frame) Specification: TAS 201/202/203-94•- .. ... .. . ... . . . . .. . The"Notice of Product Certification"is only valid if the NAMI Certification La¢Vthis left* §*p§li¢d tgtheepiloduct as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at 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 Drawing Number& X O/S Opaque 3'2"x 6'l 0" +66/-70 10.0 psf Yes CTLA-696W Max Panel Size:3'0"'x 6'8" Single Installation Details:S-2104(1-8) 12)5 51111115V�u 8105 Max Panel Size:3'0"x 68" Single w/Sidelites Sidelite-Glazed Sidelite-No Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Installation Details:S-2104(1-8) OXO O/S Door-Opaque 5'10"x 610" +66/-70 10.0 psf Door-Yes CTLA-696W Single w/Sidelites Sidelites- Sidelites-No Max Panel Size:3'0"x 6'8" Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Glazed Installation Details:S-2104(1-8) XX O/S Doors-Opaque 6'3"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W Max Panel Size:3'0"x 6'8" Double Installation Details:S-2104(1-8) OXXO O/S Doors-Opaque 8'11"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W Double w/Sidelites SldellteS- Max Panel Size:3'0"x 6'8" Sidelites-No Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Glazed Installation Details:S-2104(1-8) National Accreditation& Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: 1M-�T T�1�.�w�T^y 'IVT 74.5'MAX.OA FRAME WIDTH 70.25'MAX. OA FRAME WIDTH - Ji�i.+i% 111\® Steel B75'TIP. - --.125' .75 75'MULL. 15.5°MAN. OA ° 36.625'MAN. OA TYP. BAR TYR SIDELITE FRAME WIDTH CONTOURS STEELDOOR.WOOD EDGE PANEL WIDTH 3S"MAX.OA. 875° 36'MAX OA 14'MAX O.A 6'$"OPA(NJEO17rswNUA PACT D�RVAM W/ASTRAGAL PANEL WIDTH �I TYP. I PANEL WIDTH �I PANEL WIDTH W/rN&WfTNOUrN"PACrSWLRES Q a � GENERAL NOTES 1NACTNE ACTNF 6•MAN. Z R y I. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA L PPANE BUILDING O 0 Q nppi CODE AND HAS BEEN TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRICANE � MAX WIDTH ZONE`YHZ"REQUIREMENTS. 2. WOAD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER OA 25° 63.1 a L=To THE STRUCTURE. PANEL HEIGHT MAX. J.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAWINGS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 8EYt1ND WALL 8125' 6 81.25' ® D1.0. DRESSING OR STUCCO. MAX F HEIGHT 4.SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. OA A 5.THIS PRODUCT#MQ THE WATER REQUIREMENTS FOR FNHZ'ZONES. SEE FRAMEIng0 FSE THE DESIGN PRESSURE CHART BELOW HEIGHT HWf 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADS APPROVED IMPACT RESISTANT SHUTTERS. vet 7. MIAMI-RADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELM 8.SIDELITES ARE AN OPDON AND CAN BE USED IN A SINGLE OR DOUBLE 5z CONFIGURATION. I SeVGlE OUTSW7NG DRAG o g J J B UNIT lOXOT W/NON-IMPACT __.._.__�_ 0.75' 0.625' ell 0.625' SID£LIIES VIEWED FROM EXTERIOR ¢ g o FMSOENDALM UTEDSTEEL DOOR t*==toanhamecorid'tbrel 0 2 COMPONENT CONSTRUCTIONS., MU OMNG IMPACT UNIT fXX) VIEWED FROM EXlERtpR 107'W.OA fRAME WIDTH S z� W Face sheets 24 ga. (0.0201 minimum thiudmu•s,Galwmlzed Steel A-525 FRAME WIpIT{ 875' 125 75"MULL 15.5"MAX. OA „z m commercial quality-AKDO per AST6}62O w th average m n mum y eld TIP. F316.625-MAK DA SIDELDE FRAME WIDTH tali o o strength Fy(ave.)=24.600 psi. .875'TYP. 36'MAX.WIDTH PANEL WIDTH 36 MAK OA 14'MAX OA ,, Core ft[Sm Expanded polyslyrene with 1.0 to 1.25 Lbs./cf density,by PANEL WBTTH W/ASTRAM PANEL WIDTH y PANEL WIDTH o I Door Panel Construction:The active and inactive panels are constructed from bent 0'over min.)galvanized steal The face sheet tops and�ttoms � ® ® � ® ® ® ® a its�a bent 90'over the top and bottom rails.the top LVL rail measures 1.6 6"MAX wide x 1.042'high. The steel bottom rail is roll forted 0.021' INACIN ACTNE OA D.L.O. y��5 5� steel measuring 1.67"wide x 1.21'high. The sides of the face sh are 80' 80' % WIDTH v rep forted ordo the LVL latch stee and Ponderosa Pine hinge sib h MAIL MAX. � measure 1.67'x 1.0° The interior cavity is feted with polystyrene. OA OA face sheets are glued to the pofAyrene. PANEL PANEL 63.125° 8 0 Fixed Lite Const.:Are sash is constructed from 24GA.(O.OZO"min.)g nized HEIGHT H£IGFfT MAX N N steel The edges of the face street ore Tent 90'over the poq*m core9 QA, H and glued to it.The sWe panels are routed to receive the ODL ' Lite 81.25' 8t. 9 D.L.O. Frames or the optional Trinity Light Frames.(See sheet 7 for MAX. HEIGHT ' S datmis.) The lite frames are sealed w/OSD glazing compound on OA O • do a exterior. FRAME E Frmre Construction,•The frames are constructed from Ponderosa Pre ja HEIGHT measuring 1.25"wide x 4.5625'deep. The door and sideble head jam are mortised and buff joined to the side jambs and attached with(3) 1 c 2°x 7/16'crow wire staple. The units use a standard bump tote Pe • • • • e • threshoM measuring 4.041°deep x 1.0°high.The threshold is attached to i • •• 0 • • • • `�'tn the frame with 3 16GA.2'x 7 16'crown are sta ks • • • ••• • DOUBLE OUTSV&NG IMPACT o a(i•• •• • 0.75"J 0.625'J �`� Fph SMELM VIEVIEWED FROM EXTERIOR o r�iA&EOf(NINTEYfSSM DESCRIPTION CT m Q I GENERAL NOTES AND TYPICAL.ELEVATIONS '�� 2 VERTICAL CROSS SECTIONS AND BU OF MATERINS • T R! r; �°� O '� Se". N.T.S. 3 HORIZONTAL CROSS SECTIONS • • • DESIDN 'RMfWG YAtfR• • 7 .:- By. 4 HORIZONTAL CROSS SECTIONS AND NOTES •• "°at� � "�` * * .BY. JWJ (M 5 ANCHORING LOCATIONS AND DETAILS crux.an.& SAFFELL t>6�I.E www �8X►N0.�1t0) " o DRAWING N0 +6�psf� r W ' 6 ANCHORING LOCAtIDNS AND DETAILS •• • W/N)RON-�ACi S100PfS • j '' q z .�' BUILDING DROPS,INC. S-2104 7 GLAZING DETAIL$ y sugrred by Hermes F.Norer0.P.E. �i T 8 UNIT COMPONENTS +57 psf-57 psf 8easom.lam approving this document WfWTi RPR BPACT SWf11tfS �t Phone.954-J99-8478 {Ate:2015.02.181]:44:49-05'80' FOPS / 28078 Fax:954-744-4738 SHEET_L OF8 •• • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0.75'MIN. CONCRETE/ 0.75°MIN. CONCRETE/ EDGE DIST. // MASONRY 51 EDGE DIST. MASONRY 51 1 DOOR STEEL FACE SHEET 24GA, 0.020'494. STEEL 1,50• / BY OTHERS 1.50" BY OTHER 2 FRAME HEAD FINGER JOINTED PONDEROSA PINE WOOD MIN 3 FRAME HNGE JAMB FINGER JOINTED PONDEROS4 PINE WOOD 0.250 EMB. 't 19 EMB. `t 19 4 FRAME LATCH JAMB FINGER JOINTED PONDEROSA PINE WOOD rr iJgX 5 4'x 4'BUTT HINGE 129c. BY HAGER HIM 20 20 6 ig X t°PFH WOOD SCREW(HINGE TO DOOR y7 DOOR m 2 LYL 44 8 OUTSWING PEMK0CH SIXEBU4P FACE THRESHOLD ALUMINUM ti 0AX° 9 BRAD TRIM MAX 16aX 1 FOR MULLION CAP STEEL 10 COMPRESSION WEATHERSTRIP FOAM Z 11 SHIM 32 11 DOOR TOP RAIL LVL 4J SEE DETAtI 7 SEE DETAIL 7 12 DOOR BOTTOM RAIL STEEL " ON SHEET 5 1 ON SHEET 5 13 DOOR HINGE SiXE fFINGER JOINTED PONDEROSA PINE WOOD $ g SEENOTE 6 ON 31 14 10 x 1 314'PFH WOW SCREW STEEL W 2 1 SHT. 4 29 SEE NOTE 3 15 LOCK BLOCK FINGER JOINTED PONDEROSA FINE WOOD Y 4 t0 SHT. Q t6 3 t6"ITW 7APCON ANCHOR W 1 1/4-MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. cf DENSITY BY JELD-WEN FOAM 1.750"MIN 1.750'MIN. 18 Nor USED PANEL THK PANEL THK. 36 19 2x WOW SUB RICK WOW 17 20 SHIM 0.25"MAK TM HIGH DENSITY FUSTIC OR GREATER SEE NOTE 2 ON21 KWIKSET 400 SERIES KNOB STEEL 2 22 KWAKSET TiTAN 700 SERIES DEADWL7 NOT SHOWN STEEL SHT. 4 23 8 x 1 112'PLASCREW(ODL LRE FRAME STEEL z o 45 24 18 x 2'PFH WOW SCREW STEEL 4 25 IS x 2 112*PFH WOOD SCREW STEEL N ot 0.125'MiN. 26 10 x 1"PFH WOW SCREW(IMPERIAL.ASTRAGAL TO DOOR STEEL a H� GLASS THK. 2710 x 2 PFH WOOD SCREW STEEL. `�'� 28 MULLION CAP WOOD �a INTERIOR EXTERIOR WER10 J TE_Q� 29 SGICONE CAULK CR LAWRENCE 33 C SGJCONE r 81.25" 80.0' 80.0° 30 GLAZING COMPOUND QSD BY OIX SIUCONE MAX. 81.25' Sa MAX. MAX. SEE GLAZING MAX 3t lR?AO TRIM NAIL 1fiGA x 314' FOR 3/8"QUARTER. ROUND. STEELOA y q O.A PANEL OA DETAILS, SHEET PANEL 32 318"QUARTER ROUND SIDELITE STOP WOOD FRAME FRAME 7 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAG. MDF HEIGHT HEIGHT HEIGHT HEIGHT 34 SCHLAGE KNOB SE7 F51 STEEL. sip- 35 SCHLAGE DE40Mi IB36D NOT SHOWN STEEL. &I m 36 SIDELRE STEEL FACE SHEET 24GA 0.020'414 STEEL STEEL +� oCLI SEE NOTE 2 ON 37 37 1 8"iEMPERID GLASS iTY PPG GLASS Oil 5 SHT. 4 23 38 ODL LITE FRAME SC SPARTECH POLYCOM PP5530 C13 POLYPROP. 39 PRESSURE TREATED MULLION BAR F3/4 x 4 9 16 x 81 t 4 P.T. WOW ' 40 ALUMINUM EXTRUDED ASTRAGAL 8Y IMPERIAL ALUMINUM 38 41 ASTRAGAL STRIKE PLATE BY IMPERIAL STEEL o 1 42 YALE KNOB HERTIAGE SERIES STEEL N 36 43 YALE DEWBOLT HERITAGE SERIES NOT SHOWN STEEL u, 17 SEE NOTE 6 ON 29 17 44 SIDELITE'FRAME HEAD,SRL AND JMM(FINGER JOINTED PONDEROSA FINE) WOOD 10 SHT. 4 45 LITE FRAME 11Y TRMRY FOR 1 2'I.G.U. POLYPROP. EE NOTE 8 ON 32 46 1112"INSULATED TEMPERED GLASS BY TRINRY AMPAC GLASS o Q 47 LITE FRAME BY TRIMLY FOR 1'GLASS POLYPROP. 0 0 EE NOTE 9 ON 18 33 SHT. 4 1 B SEE 46 1 INSULATED iELiPERED GUSS TRINITY AMPAC GLASS SHT. 4 49 LITE FRAME SCREW 6 x 1 1 2 LONG PANHEAD 8Y TRINITY STEEL nd$ 12 SEE DETAIL 7 • • • • BATE•; • 50 GLAZING COMPOUND DOW 1199 SIMONE ON SHEET i • • mON 6 4• ^, J--: ac5t 10 WOOD INSTALLATION SCREW W 1.50'MIN.E4BED4ENr STEEL p4 52 DOOR STRIKE 53 DOOR LATCH DEAD BOLLTTSTRiKE PLATE ,,t► Ti STEEL 1'v c d 1 STEEL o �% a 9-11-01{ WIN. �`1: 0 ,EM.MINB.. J DGE • �t o• i • * t �`AT T $7 * = Q N.T.S.Prepared 125 • C R / � nwc er: JWJ.5MN / EMB. • • 1. 2.SQ'MiN D1S7. _ • biC pCE � • cm er:S. SAF F ELLBY OTHERS •BY•OX ®VERTICAL. CROSS SECTION ' O "9 P auwNo-2 •VERTICAL•CROSS 3EC7101Q • • �i'n � ,� �.�` l3UADMG DROPS,INC. 5-2104 WITH HIGH DAM THRESHOLD AT SIOELITE SASH 10 Phone:954-399-8478 nwE M'm Fox:954-744-4738 wim 2 ov B ••• • • • • ••• • • • •• •• • • • •• •• SEE NOTE 4 25 19 20 4 52 71 15 SEE NOTE 7 ON SHT. 4 214234 13 6 5 6 3 20 19 27 ON SHT. 4 EXTERIOR > cb EXTERIOR C ° 1.750"MIN. vi ' PANEL 7HK. W W�C4 ir CONCRETE/ 4 e' MASONRY BY OTHERS \\ °. °4 s � I I N71 ERtOR 7 // "a 1r �qf 1 51 10 10 51 /� y 0.75' 0 1 1 17 1 /// a 0.75"ABN. p EDGE I. 4. SEE DETAIL 5 SEE DETAIL 5 " EDGE DIST PS a ON SHEET 5 ON SHEET 5 tai rn o a q kdy-`e 2 L ° 4 0.250"MAX. HORIZONTAL CROSS SECTION [�HORIZONTAL CROSS SECTION nw SHIM LATCH JAMB TO BUCK HJNGE JAMB TO BUCK 0.250"AA4X. 1.50"MIN SHIMs CONCRETE/ EMBED. 1.50"MIN. W x MASONRY EMBED. o BY OTHERS o SEE NOTE 1 ON SHE 4 28 40 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) a 17 15 1 7 40 52 7 1 15 21 42 34 EXTERIOR 0.31"DIA x 9.0"LG.AT TOP&BOTTOM 3 N-N INACTIVE xrE i N N SEE NOTE 26 1 SHT. 4 5 W INTERIOR 10 08 oIz" DETAA. 1a�� •• i • • • • • ASTRAGAL TO STILE ATTACIiMENT 1.750' •• •• ••i i i• •• NOTE: ITEM 24 NOT SHOWN HIS PANEL HK N c o ••• • • ••• i • ••• YIEWFOR`b lU111" tt48 �� ES F. iii k W Q v m a SEE NOTE 4 SEE DETAIL ti`Qi '� '•� DATE: 9-11-01 24 1 ON H 1 17 IS 10 `�: N.T.S. ON SHT. 4 SHEET ••s ••• ••• • • " O Prepared By. • • • • • ••• • • •• • • • • • • • • • = '3 • T T a = Q auc By..S. SAFFELL Q HORIZONTAL CROSS 9ECT719m •• • • • • • ', . —r• • • • • : O P� �� ownuaNc No.: AT IMPERIAL ASTRAGAL '� w c. 7 �` RUNC DROPS,INC. S-2114 Phone:954-399-8478 rem q rt a x0578 Fox:954-744-47JB smEEr 3 of $ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 SEE NOTE 4 24 44 28 9 4 52 7 1 15 21 42 34 13 6 5 6 3 28 9 44 14 SEE NOTE 7 ON SHT. 4 ON SHL 4 32 4 4538 €XiE>i RR 1.750"MIN. c1 SON SHTEE .4 31 EXTERIOR PANEL THK. 36 1 m r N Lu a INTERIOR SEE GLAZING /36 � SEE NOTE 2 23 DETAILS, 10 SEE NOTE 5 ON SHT. 4 SHEET SEE NOTE 6 29 /// 25 SEE NOTE 5 1 17 17 1 ON SHL 4 25 f /�/ �� 29 SEE NOTE 6X ON H i� ON SHT. 4 SEE DETAIL 5 i. 4 SEE OETAA 5 J/ / \ ON SHT. 4 rc� W q U 0.750' ON SHEET 5 0M 5 0.750" SEE GLAZING vvff yi�nn 39 39 DETAILS, SHEET 7 ° o0 (t1__HORIZONTALCROSS SECTION [�HORLZONTAL CROSS SEC77ON AT SIDELITE TO LATCH JAMB 4 A7 SIDEUTE TO HINGE JAMB z m � � ago NOTES: CONCRETE/ SEE NOTE 3 1. SPACING FOR ITEM 126 THE 110 x 1"PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL 70 THE INACTIVE DOOR IS MASONRY 51 19 20 4 310N SHE 4 3 AS FOLLOWS: FROM THE TOP DOWN&THE BOTTOM UP 1.0;2.5", 4.0", 5.5', 13.0", i8.0"& 26.0 BY OTHERS a e 2. SPACING FOR ITEM 123 THE 18 x 1 1/2'PLASCREW IS AS FOLLOWS: SEE GLAZING x TOP&80110M HORIZONTALLY. E1 PANEL 3.0"IN FROM EACH CORNER. 32 36 38 45 4 DETAILS, SHEET 7 3 ^�7 x 5 5r in ON THE SIDES, VERACALLY. FOR THE SIDELITE PANELS: 3.0', 13.0, 26.0° 39.0, 52.0"&63.0° 3. SPACING FOR ITEM 131 THE 16CA x 3/4"BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND +, c ITEM 19 THE 16CA X 1'BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS ` o FOLLOWS: TOP&BOTTOM HORIZONTALLY(EQR THE 3/8"QUARTER ROUND); 1.25'IN FROM EACH CORNER WITH p \ EXTERIOR (1) NAIL MID-SPAN. ON THE SIDES VERTICALLY(FOR BOTH 318"QUARTER ROUND&MULLION CAP); 1.25'FROM EACH END&51X MORE d EQUALLY SPACED ON TILE FIELD. ° 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125,A 18 x 2 1/2"PFH WOOD SCREW. a° 0.125'MIN. INTERIOR WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124,A 18 x 2" ° GLASS THK. PFH WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2"PFH WOOD SCREWS ATTACHING THE JAMBS TOG;IER,4 JHE•MUWON.• • 4,d•• IS AS FOLLOWS: 6.0'FROM EACH VER71CAL CORNER WTIH(4)MORE SCREWS EQUALLY SPACED ON INE fl�LS, • �. a SEE NOTE 2 L3 ^F o o 6. THE SIDELITE PANEL IS SECURED INTO THE SIDEUTE JAMB W/ITEM 129$kICONE CAt1U=4N THRFF:1DFS A�D • • •• °_• / ON SHT. 4 rHN HORIZONTAL CROSS SECTION o^ m a 3/8"QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4"LONG. • • • • • • J• • • \� ELITE TO BUCK • •0.75•MIK • �� SEE NOTE 6 ��t�;lf1�" .o 7. WHEN ATTACHING THE HINGE 70 THE JAMB AND BUCK USE ITEM 127,A 110 x 2'PFH SI�ItEN! 41�N ATrA�FING EDGE 01ST .aO � 29 ON SWT. 4 ��g F. �� THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 114,A 110 x 1 3/4'PFH WOOD SCREW, 8. SPACING FOR ITEM 149 THE 16 x 1 1/2"PANHEAD SCREW(TRINITY UTEFRAME)IS AS FOLLOWS: a SEE DETAIL 5 .�� .•' 'P � wrc: 9-JT-Ot S10EI ITE LITEFRAME FROM THE TOP DOWN VERTICALLY:3.25", 18.0625", 32.B125, 47.9625"*09,625*.••• ••• • :, • ON SHEET 5 �: O Prepared By: scat N.T.S. ..? SIDELITE L95RAME TOP&BOTTOM. FROM THE LEFT. ONE(1) SCREW AT 4.4375'. : : •• MAX. * : �� : *_ mm.•r JWJ 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCEeCMARACTERIST!&S CAN BE• • • • • • 0.250" o . T � i ir = Q aa.w.S. SAFFELL USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PR4q*OF It4ALLATION.•• • • • ° • SHIM • • • • 1.50" �O•'•:9' :'tti- : utawM NO, 10. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. USE ITEM 125 WHEN INSTALLING INTO BUILDING DROPS, INC. EMBED. q i. S-2104 MULLIONS USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDEUTE SILLS. SV�y Phone.954-399-8478 FwME t j 2078 Fax: 954-744-4738 SHEET_�L OF 8 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 74.50"MAX. QA. FRAME WIDTH 70.25"MAX. O.A. FRAME WIDTH SEE DETAIL 2 ON THIS SHT. Rm SEE DETAIL 4 4.50"TTP.-- 9.00°TTP. 00"TYP. ON iklS SHT. 3.00" 6.58' 6.00"TYP. 6.00" 6.00"TTP. 12.50' 3.00" —3.00"TYP. z L SEE DETAIL 4 T)P. P. ( I �(� IV 7.37 " ON HS SHT 6 7YP. _I 1 III I I I 1 I_ 7.375" — — 5 s g � �•: 51 Lu 51 51 TYP. � MYa 31° 5 — SEE NOTE 5 — 31" ON SHEET 4 5 SPACES SPACES ® 13.85° SEE DETAIL 6 ® 13.85" SEE DETAIL 5ON THIS SHL / ON THIS SHL — 81.25" UAX MAX. OA25 M " FRAME t 1 1 FRAME 15.50" _ Typ Ao 0 HEI _ 5.50"1 — WT ' h J _ 36.625" w � � 36.625" 16 16 _ Qm'0 TYP. II i1P. �I � o a 3.00" 00"iTP. g� is ra 6.00 7.00"7?P. 12 5" Y 3.00"TfF. 7.00°M. .15"MIN. S C-SINK, SEE DETAIL 3 ON THIS SHT.DOUBLE DOOR WBHOiFT SlDELDES ANCHOR LOCATIONS SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS / VIEWED FROM INT IDR VIEWED FROM INTERIOR I o 0 16 51 25 l\ � •• 000 • • • •5 •• 53 SEE NOTE 10 25 16 411.11�E NOTE • • • • • • • ON SHEET 4 — a HEET \ \ � i7HEET INK FOR INSTALLATION ANCHORSF. tt w 5.50° 1 1 24 5.50' 1 1 � i;' Q �� DntE: 9-J1-OJ /41 • • • • • ••• I SEE NOTE ` r 7 'O Prepared By scuE: N.T.S. / / 4 SHEET 4 AT , * _ DWG.�` JWJ L• •• •• • • • • =ro TiIT Q aix.er:S. SAFFELL •• • • 52• — • • 52 �pp� 9 P �u�: DP"ND NO, DETAIL 2 - W HAD JA- W HAD JAMB DETAIL 3 - 0 THRESHOLD DETAIL 4 UETAIL 5 DETAIL 6 «•v BUROW DROPS,SNC 5-2104 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB&DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES i0 JAMB �� Phone:954-399-8478 FBPE cl Pox:954-744-4738 SKEET 5 OF 8 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 107.00°MAX. OA. FRAME WIDTH $ - 37.75°MAX. O.A. Ss FRAME WIDTH -+ SEE DETAIL 2 Z y ON SHEET 5 C. 4.50'TYP. SEE DETAIL 4 Z Q N 7Q 16.41°TYP. ON SHEET 5 Lu w U 3.OQ" 00°TYP. 13,41'TYP. 6.011' . .- 3.00- DO°TYP. F6.00°TYP. a A ups TYP. .DO 00'TYP. SEE DETAIL 4 R a & ttP• I { I } i ill III 1 I 'TT I r I 6 IYP. 6 Typ, ON SHEET 5 lU 7.375° 7.375t ,51 4�� LI— TIP- TYP. _ _ R – 6 SPACES SEE NOTE 5 31° SPACES SPACES 31 13.85' 13.85 ° ON SHEET 4 ® 11.54" SEE t� 25 ® – 0 81.25° f ON SHEETL5 1.25° SEE DETAIL 6 � MAX. ON SHEET 5 a OA. f / �} O.A FRAME _ 5.W I 25 _ &0- { $W gam¢ = a 31° 371 31" 16 36.625° – 7YP. 36.625° 16 & TYP. y IL i 3.00"TYP 3•�° .00'TIP. 6.00' 8.58° 3.OQ" 7.OQ'TYP. 7.00°TIP. NYP. TYP o } Rol6 SEE EDETAIL • ••• • • • • • •• SINGLE DOOR WITHOUT SIDELTTES ANCHOR LOCATIONSON c • • • • • • • • • VIEWED FROM INTERIOR DOUBLE DOOR WITH"M ANCHOR LOCATIENsS • •• • • • • • ul"I VIEWED FROM INTERIOR • ,` F E - !V :'' p �iY VAX' 9-11-01 • ••• ••• ••• • • r O Prepared By. SCALE: N.T.S. • • • • • • • • /N 7 1. • • • • Sr: • ••• • • * , 7 *~ •• • • • • • • • • • v . T T (�( x Q croc.er:S. SAFFELL •• • •• • • • • • ', CROM NO, 8UVW DROPS,INC. 5-2104 Phone:954-399-8478 rare =78 Fox.954-744-4738 9HEEe_L or 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 17 50 30 37 C `� EXTERIOR - 50 c1c 0.125"MIN. Ci�— zcc- TEMP. GLASS O HICKNESS gal ua M "W'i lAO Q INTERIOR C GUI0.`ASS BITE 17 29 5 29 46 50 3B 2 SEE NOTE 2 ON SHr. 4 EXTERIOR 0.500"MIN Ito . 0.125"TEMP. GLAZING DETAIL 1 GLASS THK0.250"AIR o ODL LITE FRAME SINGLE PANE GLASS SPACE a I18"TEMPERED GLASS o SPARTECH z POLYCOM PP55M C13 J .25"x .50' 0.125'TEMP, Igi I OR 0.50 INTERCEPT GLASS GLASS STEEL SPACER 11� pa BITE 50 ° 17 29 29 48 50 45 49 ON 48 i' > EXTERIOR 0.125"TEMP. AI GLASS 7RINI7Y LITE FRAME N N 1/2"INSULATED TEMPERED GLA z LUPOY EU-5007 1.000°MIN. "AIR SPACE GLASS THK. 45 0 X12 a .75'x.50"INTERC r 0.125"TEMP. NOTE • s • • • • •• GLAZING CONFIGURATIONS 0.50° � INTERIOR STEEL SPACER • • • • • • • • COMPLY WITH SAFETY GLASS •• e i •• i i i•i •• GLAZI IREMENTS OUTLINED BRE • • • • • • • • • IN CTION 2406. 50 4 ONSNOTE Iit 48 •• ••• •• • • • •• �Pp� SFO ,' ��0 ;•\' A moi: Dare 9-11-01 GLAZING OEIAIL 3 • ••• ••• ••• • • r: p ip By scat£ N.TS. TRINRY LITE FRAME • • • • • • • • .7 M.BY: Jwj 1"INSULATED TEMPERED GLASS • • • • • • ••• • • ?* . •• • • • • • • • • LUPOY EU-5007 • •• •• • • • • • pp; T :' ® S*.' BUILDW DROPS,INC. S_ Phone:954-39,9-8478 pert 7VOaxes» Fox:954-744-4738 srr 7 of 8 ••• • • • • ••• • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 1.670" -, } 1.670' {- 1.670° _ 1.670" , 4.5625° l ° I 2.188"-----L. LJ LJ l.J-� " 0?01.000" 1.042' 1.250' �� / /// D.750° 0.500" ^o, 12 ODOR BOTTOM RAIL 13 R HAW nNGE�01 D PONDEROSA 7 DOOR LATCH SIX 11 DOOR TOP RAIL 2 3 WOOD JAMB I �v O 24CA(0.021) STEEL O LVL O LVL '`- vs ce PINE WOOD FINGER JOINTED O 4 44 PONDEROSA PINE yl 0.513° F4 843=1 -I I-0.125' d 1.645' --{ I 0.529" t f O.J3g0 0.500' 1.544' 1.544' 1.586° 0.831" 0.140° �- 1.750° `i iL 1.750" 1.0.530° I�_ 2.521' --- 2.519°--- W� 2.621' - 33 CORNER BLOCK FOR COMPRESSION WEATHERSRTIP X112'LG. TRINITY LITE FRAME x,11°I.G. TRINITY LITE FRAME /;fit/8"S.G. ODL LITE FRAME lip STEEL BOTTOM RAIL LO SCHLEGEL O-LON ODS 650 \ 1 POLYPROP. POLYPRDP. Lel POLYPROP. MDF x 3.0'LONG TRINITY PLASTIC LITE KIT MATERIAL TRINITY PLASTIC LITE KIT MATERIA. OOL PLASTIC LITE KIT MATERIAL c 7.500° APPROVED UNDER NOA X07-OB28.01 APPROVED UNDER NOA X07-0828.01 APPROVED UNDER NDA X10-1209.01 § ' Irf1.250° 1.109° 0.868- 0.482' 1 0.585" ®0.375' W N I --� 0.624° f I O ----._. _ 0.375° --I ER } y 0 Q 3/8°QUARTER ROUND I �.' o 32 SIDELITE STOP o) 1.750° 2.500° 1.736°0.675 ❑ T PINE 2.040" O O o ASTRAGAL HAS TWO 0.3125' 2.137'1.012 1 x 9'LONG BOLTS; ® t O -I 1 375• �- L O (� 5 1 ON TOP, 1 ON BOTTOM I -�g� II t 1.025° - 1.381 O �+0°0.097° �IF� I-�- 4.000° ASTRAGAL(IMPERIAL) ASTRAGAL STRIKE PLATE 82 DOOR_LATCH STRIKE PLATE DOOR LATCH DEAD MULLION CAP HAGER STEEL BIM HINGE o 40 6063-T6 ALUMINUM 41 (IMPERIAL 0.125°STEEL) STEEL 53 BOLT T��PLATE 28 PINE (81.25"LONG) 04"x 4"x 0.097"THK. STEEL i 0 a 11.875° 1.710° 1.000° o 0.582" � 8 OP. VARIES WITH Rig' HARDWARE USED •• ••• • • • • • �% .--4.041' ' • • • • • • • • • •• • • • • • • • • • • •• • (P FACE THR HOD N o' • • 0.: • • • •• ••• • • •• ALUMINUM - BY PEMKO 4.0)0' N ES Itlj WOOD INSERT pQ�i� taac: 9-11-01 • ••s ••• • • o prem&f. scua: N.T.S. • • • • • ••• • • ° B' JWJ •• • • • • Oro • • • • t v . T Q aa.er:S. SAFFELL • • • • f �O P r tuw oRanrau:NO.; WOOD LOCK BLQC�jj • • • • • �� A c. 2�� BUILDING DROP INC, S-2104 15 FINGER JOINTED PONDEROSA PINES Phone:954-399-8478 exp 7 a M78 Fox;954-744-4738 SHEET_L OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Opaque Outswing Impact Door Units With & Without Non-Impact Sidelites for Florida Product Approval Report No. 3398 Goof Current Florida Building Code . f f f o f. Go o .... o 40 Method: ofoGo Goff 0040•• 1 —A (Certificatioir> ,f;f Category: Exterior Doors •••• •• • :"0 0 0 0 0 0 f Sub—Category: Swinging Exterior D6W Ass6mblies 00:00: . o ..... 00 Go o ...... Product: Contours Steel Door, TY**df�'dge o •G Material: Steell/Wood •••••• Product Dimensions: 107-X81.25-(MazimZrm, f f o :0069: 00 . 0000 0 0 00 0 Prepared For: JELD-WEN, hic. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 ,`0t1ruirirl�� F. Prepared by: �•�Q`.•,..... ., FIle Hermes F. Norero, P.E. = •:�0 Florida Professional Engineer#73778 Date:02/02/2015 Contents: �i T '• Evaluation Report Pages 1—4 iijs`��pNA�E�G� Digitally signed by Hermes F.Norero,P.E. III it Reason:I am approving this document Hermes F. Norero,P.E. Date:2015.02.1812:18:39-05'00' Florida No.73778 BUILDING DROPS /2015 A Perfect Solution in Every Drop Date. 0 Certificate of Authorization:29578 Report Noo:: 3 333988 Manufacturer: W JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method(1)(a) Product Name: Contours Steel Door,Wood Edge 107'X 81.25"(Maximum) Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for JELD-WEN,Inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Bua flAICode. . . ... 6046.0 .. 6666 See Installation Instructions 5-2104,signed and sealed by Hermes F.Nore;cyP.;:(FL#13T78)for .000;0 specific use parameters. 66...6 6666.. 66.6 .. 6666 . .. 6666. Limits of Use: • •64664 • • ..6e6 • • •6.466 1. This product has been evaluated and is in compliance with the current tuilding Code7� including the"High Velocity Hurricane Zone"(HVHZ). • • . . . . 6666.. 2. Product anchors shall be as listed and spaced as shown on details,.Ancbor emg88A?e'ht into 6 substrate material shall be beyond wall dressing or stucco. 0000 3. When used in areas requiring wind borne debris protection this door product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building Code. 5. Site conditions that deviate from the details of drawing 5-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions 5-2104 for size and design pressure limitations. Hermes F. Norero,P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS Date: 02/02/2015 A Perfect Solution in Every Drop Certificate of Authorization:29578 Report No: 3398 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc.(FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory,Inc. (FBC Organization#TST1577) Report#:CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute 0000 (FBC Organization#:QUA1789) • + �••••� •••••• 3. Component Material Testing of Dylite ExpandablLtAbWstyrene'b;'' Intertek Testing Services NA,Inc. '• •• ::*Goo* 0000 •+ ASTM E84-08 • • • • • 0000 Report#:3113726SAT-001 R1 Report Date:03/;31;QQ9 . . .•;•.' 00 0000.. •+ ••••.• Equivalence of Test Standards; 0000:. 0000.. Various test standards have been evaluated for differences in test methodology, if 1py, getweenetested :"'': editions of the test standards listed below and those editions referenced in the current Florida eaild'1g Code. JELD-WEN, inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions,it has been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current FBC including HVHZ provisions. Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS 015 A Perfect Solution in Every Drop Date. 0 Report No:o: 33 33988 Certificate of Authorization:29578 installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate,use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(S-2104)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure .' '0 0000.. XX,OXXO X, XO,XO, • • 00 0 Outswing Positive 57 PSF* Pos' ve .. ' 0000* ' .. Negative 57 PSF Negative .7a sre. 0 . • *Units meet water infiltration requirements corresponding to noted , ;•• • • • pressures. 0000 0 0 000050 00000 00 :. .. 0 0000•00 0000.• 0 0 • • • 0 !� • • • •0000• 0000•• • 0 0 000000 00 • 0000 0 0 Hermes F. Norero,P.E. Florida No.73778 Page 4 of 4