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HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 1a SC N EO Permit Number: iM i a, 00 `I a St. Lucie County Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce F134982 Phone: (772) 462-1553 Fax: (772)462-1578 Commercial Residential APPLICATION FOR: Tg�7o Select fromdropbox, click arrow at the end of line DPERMIT •..�ixla... 6'M � 4.,.. ...94.-��. .��.-�li�gt.• u�fxY�}.r'jt�i�.5^ftA�l 4+ '�'. "I•ry+i�, �ib R1. C.f-pa'd`tl M1 Address: %.24 `� /)'b !/ j) 27-Oz t= � Legal Description: `Zj To lu is s � � C{ � • 1 4 "x PropertyTaxiDN:nQlLfLot No. Site Plan Name: Block No. Project Name: I _PVS 2 P(i a i Setbacks Front Back: Right Side: Left Side: ��"lse"•r34�'1M�+YL jS�Y t: X2 < G".Y .M.. ''MIIF`.'edmYLPiH=1.d?4S' .s>r iR�13fh. �'Wh.w 1� tti',hf t ax L" yW,/�y LhF`� .� Y6 Y '+vq�q� 4'R+ y � a 1Y n1 �(� `"ge5.d" 'fk7 •{pD i.. •,y, li t i a 11 r u'1:-:. �1;`F 1y ,Wit 9•�. .:-i73S~' .. r . y�'� ` aT � r6n r� r 4 s , 6 Iona work o Igpgl orme un er bs perms — c ec a apply: ❑HVAC I� Gas Tank OGas Piping _ Shutters windows/Doors ❑Electric OPlumbing ❑Sprinklers []Generator Roof Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction: $ '2�, rr��3 `l • Utilities: []Sewer [] Septic Building Height: .Jt.vmi+. Name L Fir SZ 2 ix l'\C��j Name: Address: -1 a 14 Q {Y_ Ck, S ir' cA A-)!2 � r _ Company:�3.4 C� O Gr e e IJTtk-t L,V Q_. City: bC t-k- e State: EL— Address: I -)q 7H 0— T rL3 State:_C—�.- Zip Code: Fax: Phone No. Zip Code: 3 S H 1 Q— Fax: S& 1. *55'- 4D S L/ E-Mail: Phone No. 5 LP l • Fill in fee simple Title Holder on next page (if different E-Mail: State or County License: 0 0 0 from the Owner listed above) If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: Not Applicable Name: Name: _ Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improve nts to your p operty. A Notice of Commencement must be recorded and posted on the jobsite before a first inspecti n. If you intend to obtain financing, consult with lender or an attorney before comm ncinslwork oy* cording vour Notice of Commencement. STATE OF COUNTY I The forgoing instrument was acknowledged before me this I]_ day of Obvp „,.6cr . 20 14 by Personally Known --- Type of Identification Commission No. Revised 07/15/2014 OR Produced Identification Je2 Comm# FFOOM Signat re of &trattoffLicense Holder STATE OF FLORI COUNTY OF I rrlP The fo oing instrument was acknowledged before me thiszdayof A Joy- 20__1g by Jampe D DDlii S (Name of person acknowledging) (Signatur of NotaP Public- S e of Florida ) Personally Known OR Produced Identification Type of Identification Produced Commission No. 2016 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW 'DATE COMPLETE INITIALS A MAIDSTONE/RESERVE PROPERTY OWNERS ASSOCIATION, INC. C/o Lang Management Company, Inc. 8350 Commerce Centre Drive Port St. Lucie, FL 34986 772-489-9501 November 20, 2014 Mr. and Mrs. Laszewicki 7249 Maidstone Drive Port St. Lucie, FL 34986 Dear Mr. and Mrs. Laszewicki : This is to inform you that your Architectural Review Application for painting your front door has been approved by the Maidstone ARC committee. If you have any questions regarding the above, feel free to contact our office at 772-489-9501. Thank you. Sincerely, LANG MANAGEMENT COMPANY, INC. Donna Wilson, LCAM Property Manager On Behalf of the Maidstone Board of Directors } SPECIAL SERVICES CUSTOMER INVOICE in ;16- --jam �� Store 6376 WEST PORT ST LUCIE Phone: (772) 878-4206 700 SW ST LUCIE W BLVD Salesperson: TAC242 a PORT SAINT LUCIE, FL 34986 Reviewer: A A 0 co .t• I` co r— ti 0 m v co r- ti Ix M ti 10 r a Vann Hcne .fora LASZEWICKI ED (772) 224-1271- - - -_{ a:are:: 7249 MAIDSTONE DR Wak M.° v (772) 284-6119 Ca ,, N.. 01j PORT SAINT LUCIE JO-- c -nn''ra EXT DOOR INST _ s,a:e FL Zi% 34986 "'IN SAINT.LUCIE Page 1 of 5 NO. 6376-209895 REPRINT 2014-11-07 08:50 ERCHANDISE AND SERVICE SUMMARY od o�uslome ght to limit he quantities of merchandise nlmm�!*Wlll SKU # 0000-515.664 The Items listed In this section will be carried out of the store 6y the customer at time of sale. STOCK MERCHANDISE CARRIED OUT: REF # SKU CITY i UM _ DESCRIPTION PI TAX PRICE EACH EXTENSION_ R12 0000-950-522 1.00 EA _ SCHLAGE ADD X ACC HA_NDLESET SN / JA I N I $139.00 S739.00 S139.00 END OF CARRY OUT MERCHANDISE - REF #W13 INSTALLER DELIVERY #1 __ REF # i01 -------- STOCK MERCHANDISE TO BE DELIVERED: REF # SKU OTY UM DESCRIPTION — PI TAXI PRICE EACH I EXTENSION R05 0000-252-677 27.00 LF _ _ 1-114 X2 PFJ WM180 BRICK .A N S1.63 $44.01 R06 0000-526-907 27.00 11r16X2-114 PF_J WM376 CASING .A N So.801 $21.60 _ R07 0000.155-395 3.00 _LF EA1X4-6FTPTWEATHERSHIELD A N S3.57 $10.71 ROB 0000-627.279 32.00 1i4 X1-112 PINE LWM266 LATTICE N _S0.801 $25.60 S/ DSE _LF TO BE DELIVERED: REF # S11 _A _ ESTIMATED ARRIVAL DATE: 12/04/2014 P.O. #76567691 REF # SKU OTY UM_�— DESCRIPTION PI ITAXI PRICE EACH EXTENSION _ •k* CONTINUED ON NEXT PAGE "• In Check your current order status online at c� www-homedepot.comforderatatus Wage 1 of 5 NO. 6376-209895 0 tV Customer Copy m cu N I A A SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: LASZEWICKI Page 2 of 5 No. 6376-209895 INSTALLER DELIVERY #1 (Continued) REF #101_---- ' S1101 0000-916-413 _ 1.00 EA NA / ENTRY FIBERGLASS DOORS ENTRY DOOR 68.5 X / ENTRY A N $1,458.52 $1.458.52 FIBERGLASS DOORS ENTRY DOOR 68.5 X 96.375 DOOR SKIN = SMOOTH -PRO DOOR STYLE=6-PANEL _ S1102 0000-916-413 1.00 EA NA / ENTRY FIBERGLASS DOORS ENTRY DOOR 66.5 X / ENTRY A N $0.00 $0.00 FIBERGLASS DOORS ENTRY DOOR 68.5 X 96.375 DOOR SKIN = SMOOTH -PRO DOOR STYLE = &PANEL _ - . Sl 103 0000-916-413 1.00 EA NA / ENTRY FIBERGLASS DOORS ENTRY DOOR 68.5 X 1 ENTRY A N $0.00 $0.00 FIBERGLASS DOORS ENTRY DOOR 68.5 X 96.375 DOOR SKIN = SMOOTH -PRO DOOR STYLE = 6-PANEL _ S1104 OODO-916-413 _ 1.00 EA NAl ENTRY FIBERGLASS DOORS ENTRY DOOR 68.5 X / ENTRY A N $0.00 $0.00 FIBERGLASS DOORS ENTRY DOOR 68.5 X 96.375 DOOR SKIN = SMOOTH -PRO DOOR STYLE = 6-PANEL ' TWt-rZrorte-70 $1,560.44 DELIVERY INFORMATION: DELIVERY DATE: INSTALLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION #101 AT TIME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL S/O MERCHANDISE - INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. INSTALLATION #1 I I ESTIMATED INSTALL BEGIN DATE: 1lIG612014 ESTIMATED INSTALL END DATE: 1210612014 I c I R05 0000-252.677 27.001 LF 1-1/4X2 PFJ WMI80 BRICK d R06 0000-526-907 i 27.00 LF 11116 X2-114 PFJ WM376 CASING I' - R07 0000-155-395 3.00 EA 1X4-8FT PT WEATHERSHIELD ti R08 i 0000-927-279 32.00 LF 1/4 XI-1/2 PINE LWM266 LATTICE ti R12 0000-950-522 1.00 EA SCHLAGE ADD XACC HANDLESET S a S1101 0000-916-413 1.00 EA ENTRY FIBERGLASS DOORS ENTRY ti S11D2 0000-916-413 1.00 EA ENTRY FIBERGLASS DOORS ENTRY ,Mp S1103 0000-916-413 1.00 EA ENTRY FIBERGLASS DOORS ENTRY 0 0 N O 'age 2 of 5 No. 6376-209895 Customer Copy 0 N Ln M n. 0 A A CD 00 00 N I,- SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: LASZEWICKI Page 3 of 5 No. 6376-209895 INSTALLATION #1 (Contlnued) BASIC INSTALLATION LABOR: SKU DESCRIPTION I QTY UM ITAXI PRICE EACH I EXTENSION i 0000-523 672 _ EXTERIOR DOOR FL-NATIPRE-HUNG DOOR UP TO 72X96 1.00 EA N $470.00 $470.00i PRE-INSTALLATIONJOBSITE INSPECTION DELIVERY WITHIN 3D MILE RADIUS OF STORE REMOVAL OF EXISTING DOOR UNIT INSTALL NEW SLAB OR PRE -HUNG EXTERIOR DOOR UNIT INSTALLER TO PROVIDE NECESSARY FASTENERS, SHIMS AND INSTALL NEW OR EXISTING LOCKSET AND KICK PLATE(IF APPLICABLE) ON NEW DOOR (CUSTOMER PROVIDES) 'ADJUST DOOR TO ENSURE PROPER OPERATION "'1R:LL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS 'dISTING DOOR - INSTALL NEW INTERIOR CASING AND EXTERIOR TRI:WBRICKMOLD BASIC INSTALLATION LABOR INCLUDES: OFTHE NEW DOOR WHENTHE CASING -,RIM IS THE SAME SIZEOR WIDER (CUSTOMER PROVIDES) ' INCLUDE NON -COLORED STUCCO PATCH TO REPAIR MINOR CHIPS AND CRACKS RESULTING FROM REMOVAL OF DOOR (FOR LARGER STUCCO REPAIR. SEE OPTIONS) 'PRE -HUNG DOOR LIP TO 72X96 INCLUDES DOUBLE DOORS AND DOORS WITH SIDELIGHTS 'FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION 'FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON CAREANDiORTEST PRODUCTTO ENSURE PROPER OPERATION UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: . DOORS OVER 72X96 INSTALL MORTISE LOCKS ON'NOOD DOORS (CUSTOMER PROVIDES) FIXED ARCH TRANSOM LITE IN EXISTING OPENING DISCONNECT AND RECONNECT OF SECURITY SYSTEMS, YVIRING CARPENTRYTO EXISTING OPENING STRUCTURAL MODIFICATIONS MUST BE APPROVED BY REGIONAL SERVICES MANAGER OR INSTALL MERCHANT 00 O O N Ln O 'age 3 of S 0 N No. 6376-209895 Customer Copy a O O co v co cm N ti SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name:LASZEWICKI INSTALLATION #1 (Cmtrnued) Page 4 of 5 No. 6376-209895 STUCCO PAT CH GREATER THAN 4". PAINT AND STAINING WORK ON SUNDAYS OR HOLIDAYS INSTALL ALL AMERICAN DOORS INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PARTOF PRE-HUNGOOOR SPECIAL NOTES: ' IFYOU HAVE AN ALARM SYSTEM, YOU MUST HAVE IT ISCONNEGTED BEFORE THE INSTALLATION BEGINS. ALSO, IT IILL NOT BE RECONNECTED AS PART OF THIS INSTALLATION. 'ELECTRICITY MUST BEACCESSIBLE TO THE WORKAREA - IT MAY BE NOISY DURING YOUR INSTALLATION 'THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA BEFORE COMPLETING THE INSTALLATION. AIRBORNE DUST IN OTHER PARTS OFTHE HOME IS A NATURAL OCCURRENCE AND IS THE RESPONSIBILITY OF THE CUSTOMER. 'AN ADULT OVER IS YEARS OF AGE WITH THE AUTHORITY TO 161AKE DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE INSPECTION (WHEN APPLICABLE). DELIVERY AND INSTALLATION `ALL BREAKABLES AND. -OR VALUABLE OBJECTS MUST BE REMOVED FROM THE WORK AREA PRIORTO INSTALLATION CHILDREN AND PETS MUST BE KEPTAWAY FROM THE WORK AREA IAIQTAI 1 ATIANI AO 'ADDITIONAL CHARGES AT THE JCSSITE MAYBE NECESSARY TO COMPLETE THE JOB ANWOR 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 DEP07 $O THE CUSTOMER MUST HIRE THEIR OWN CONTRACTOR TO MAKE THE REPAIRS. ' CANCELLING APPOINTMENTS WITH INSTALLERS OR MISSING SCHEDULED APPOINTMENTS MAY LEAD TO ADDITIONAL CHARGES 'REFER TO PRODUCT MANUAL FOR SPECIFIC WARRANTY AND MAINTENANCE INFORMATION. 'THE INSTALLER MAY DECUNE TO INSTALL THE JOB IF IN THEIR PROFESSIONAL OPINION IT SEEMS UNSAFE, IN VIOLATION OF STATE OR LOCAL CODES OR CANNOT BE PERFORMED TO INDUSTRY STANDARDS REF # 110 ESTIMATED INSTALL BEGIN DATE: 11/06/2014 ESTIMATED INSTALL END DATE: 12/06/2014 .ASIC INSTALLATION SKU LABOR: DESCRIPTION OTY UM TAX: PRICE EACH EXTENSION 0000-114 -442 _ BUILDING MATERIALS PERMIT FEE-NAT! _ 0.00 EA N i $0.01 SO.00 OPTIONAL LABOR SELECTED INCLUDES:_ DESCRIPTION OTY UM TAX PRICE EACH I EXTENSION ***CONTINUED ON NEXT PAGE*,* P O O N O `Page 4 of 5 0 N No. 6376-209895 Customer Copy I SPECIAL SERVICES CUSTOMER INVOICE -Continued Last Name: LASZEWICKI Page 5 of 5 No. 6376-209895 INSTALLATION #2 --- (Cononded) REF#110 ------------ ---------- ------ 5 IPERMIT AND ADMINISTRATIVE FEE (QTY X S1.00)1 200.001 EAJ N 1.00 $200.00 INSTALLATION SITE NAME: I LASZEWICKI, ED INSTALL LABOR CHARGE: $200.00 _ ADDRESS: 7249 MAIDSTONE DR TRIP CHARGE: SO.00 _ CITY. PORT SAINT LUCIE STATE: FL ZIP: 34986 CREDIT FOR DEPOSITIMEASURE: SO.00 _ _ COUNTY: SAINT LUCIE SALES TAX RATE: 6.500 TAX: Merchandise - N LABOR - N a n $200.00 ,1ONE: T72 224-1271 ALTERNATE PHONE: 772 284-6119 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 JOBS17E SPECIAL NOTES: 'CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT. ONCE THE PERMIT IS PAID FOR, WORK ON THE PERMITASSEMBLY BEGINS IMMEDIATELY. CANCELLATIONS WITHIN 72 HRS. WILL BE REFUNDED Policy Id (PI): A: 90 DAYS DEFAULT POLICY •••-•••«««••»•»•»•»•••••••...»•».••»•«»».•••«•••••••••••••••••• IN FULL. NO REFUNDS ON PERMIT FEES AFTER 72 HRS. OF PAYMENT. 'The Home Depot reserves the right to limit; denyreturns. Please see the return policy sign in stores for details.' Wage 5 of 5 NO. 6376-209895 Customer Copy o N REPLACE l; OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 68 96 45.33 4 34.6 1 -37.8 1 FL13541.5 45.0 1 -45.0 1 FRONT ENTRY 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 1141, 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 = 15 FT 1 IN LASZEWICKI RESIDENCE 7249 MAIDSTONE DRIVE PORT ST. LUCIE, FLORIDA DOOR REPLACEMENT PLAN 2010 FLORIDA BUILDING CODE &ASCE 7-10 "ASD11 WIND VELOCITY =170 MPH MRH 5 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE'C' RASED ON Kd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE, FLAT TERRAIN Mean DESIGN PRESSURES [PSF) -ZONE4 Roof Tributa Area 5 Ft Height 10 15 20 1 25 50 1 30 41.0 40.0 -39.3 .38.7 -38.3 -3:9 - 0 0-15ft +37.8 +36.8 +36.1 +35.5 +35.1 + ,7 . '41.6 -40.5 -39.8 -39.3 -38.8 -3 A 3 :8 6 16ft +38.3 IA. +37.3 +36.6 +36.0 +35.6 + :2. _ 34:6, N 4 1 41.1 -40.3 -39.8 -39.3 -38. 8� .0 17 k +39.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 4.7 18 ft '42.6 .41.6 40.8 40.3 .39.8 - 8-Y +39.3 +38.2 +37.5 +36.9 +36.5 + _ .2 43.1 -42.0 -41.3 40.7 40.3 -39g y3 T 9..r; - 19ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 -43.6 42.5 -01.] -41.2 -40.7 -40.3 -39.9 -39.6 -39A 20 It +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 -04.0 -02.9 -42.2 41.6 41.1 40.7 40.4 40.0 -39.8 21 It +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +363 -0 A 43.4 42.6 42.0 41.5 41.1 40.7 40.4 -00.2 22It +41.0 +39,9 +39.1 +38S +38.0 +37.6 +37.3 +37.0 +36.7 44.9 43.8 43.0 42.4 -41.9 -41.5 41.1 40.8 -40.5 23 it +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 45.3 -04.2 43A -4Z8 42.3 41.9 41.5 41.2 410.9 24ft +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 45.7 414.5 43.8 -43.1 42.6 42.2 -41.9 41.5 -41.3 25 it +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -46.0 44.9 -44.1 43.5 43.0 42.6 42.2 41.9 41.6 26 it +42.4 1 +41.3 1 440.5 1 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 46.4 -453 -04.5 43.9 43.3 42.9 42.5 42.2 41.9 27 It +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +39.3 '46.8 45.6 .44.8 44.2 -43.7 43.2 -42.9 28 It +43.1 +42.0 +41.2 +40.5 +40.0 + tw-9 H . 47.1 46.0 -45.1 -44.5 -44.0 - .6 .21 �.6J 29 k M3.4 a42.3 +41.5 +40.8 +40.3 + .9 47.4 46.3 45.5 -04.8 -04.3 4 .9 2 30 It +43.7 ♦42.6 +41.8 +41.1 +40.6 ♦ .2 9:8, 95 : + 48.1 46.9 -46.1 45.4 -44.9 4415 .5- 32 k +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40. 9.7 35 It 49.0 -47.8 47.0 46.3 -45.8 +45.2 +44.0 +43.1 +42.5 +42.0 i. -50.4 -49.2 -48.3 -47.6 -07.1 -46 •+42.3 40ft +46.5 +45.2 +"A +43.7 +43.1 +42.7 +41.9 441.6 -51.7 -50.4 49.5 48.8 -48.3 47.8 -07.4 -07.0 -46.7 45 ft +47.6 446.4 445.5 +44.9 +44.2 ♦43.8 +43.3 ♦43.0 +42.6 -5ZB .51.5 .50.6 .49.9 49.3 -48.9 48.4 -09.1 -07.7 50ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -09.0 -48.7 55 k "9.7 +ABA +47A +46.7 446.1 ♦45.6 +45.2 +44.8 + 1.5 '54.9 .53.6 -52.6 .51.9 -51.3 .50.: -50.3 49.9 49.6 60 It +50.6 +49.3 +48.3 447.6 +47.0 ♦46.5 +46.0 +45.7 +45.3 I Mean DESIGN PRESSURES PSF -ZONE S Roof Tributa 5 Area Ft fight 10 15 20 250 35 40 45 50 -50.6 48.6 -07.2 46.1 .45.2 -04.5 43.8 -43.2 .42.7 0-15 It +37.8 +36.8 +36.1 ♦35.5 +35.1 +34.7 +34.4 +34.1 +33.8 .51.3 -49.3 -47.8 46.7 -45.9 45.1 -".4 43.8 -43.3 16k 9!l +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 -52.0 49.9 48.5 A7.3 46.4 45.6 -45.0 44.4 43.8 17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 -52.6 -50.5 -49.0 47.9 47.0 46.2 .45.5 -44.9 11.4 8 +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 -53.2 -51.1 49.6 48.5 -07.5 446.7 46.0 45.4 74.9 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 '53.8 -51.7 -50.1 49.0 48.0 47.2 -46.5 -45.9 1 45A 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 '54.3 .52.2 -50.7 -49.5 48.5 -06.4 -45.8 21 k a40.6 +39.5 +38.7 +3 :. -. 3. +36. +36.3 -54.9 -52.7 -51.2 -5 .0 r Z.SJ .8 46.3 22 It +41.0 +39.9 +39.1 ♦ .5.7 -0 . 7.0 +36.7 -55.4 -53.2 -51.6 -5 ;4 6 4 .6 4 7.3 -46.7 23 ft ,( +41.4 440.3 +39.5 + .9 B 8:D ] *, +37.0 -55.9 .53.7 -52.1 -5 . Td9,� 4 - - -07.1 24 ft +4L7 +40.6 +39.8 +39.2 +38. .O 8.0 +3].6 +3].4 25 -54.1 �� It +41.0 +40.2Ej(M+?EiV �+42.1 gi .7 -56.8 -54.6 -53.0 -51&' 9.11 -; 8: -47.9 26k +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -09.6 78.9 -48.3 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 ♦39.3 +31L9 +38.6 +38.3 -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 49.9 -49.3 -48.7 8 It !29ft +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 49.7 49.1 443.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 419.4 30 ft +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.9 +39.5 +39.2 132 -57.0 -55.4 -54.1 -53.0 .52.1 -51.4 .50.7 -50.1 It-59.4 +44.3 +43.2 +42.3 +41.7 ♦41.2 +40.7 a40.3 +Q.0 +39J -60.5 -58.1 -56.4 -55.1 -54.0 .53.1 -52.3 -51.7 71.0 5 +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +4D.5 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 40 It-62.2 +46.5 +45.2 +".4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 '63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 45 it +47.6 +46.4 +45.5 1 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 .65.2 -62.6 .60.8 -59.4 -58.3 -57.3 -56.4 -55.] -55.0 SO ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 -66.5 -63.9 -62.1 -60.6 .59.4 -58.4 -57.6 -56.8 -56.1 55 it +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44S -67.8 -65.1 1 -63.2 1 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 601t +50.6 +49.3 1 +45.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 USE OF CANNOT BE EcyIKIII L•1:S.P/a VALUE OR CONSERVATIVE ASSUMPTION. )PENDNGQAO' 74OST CRITICAL (10 SQUARE FEET) SHALL LAYS ROUND U RY R W0 THE LESSER TABLE VALUE. FOR LARGER RENE THA B SH D, SE RGEST PUBLISHED VALUE. THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER )R INFORMATION BY OTHERS, ANY QUESTIONABLE OPENING IS TO BE THE MORE CRITICAL (EXTERIOR) ZONE. POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 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 15 BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES ORASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLIT TERRAIN USE ONLY. THESETABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCPI=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONAUTY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VAUD AS A SITE -SPECIFIC DRAWING. THESE TABLES ARE ONLY 7. NO C RTIWCATIOIP1lO.NFiGWTYMOF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY P IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE IN_TENDED._ __ a= 30%OF LEAS 07M 1E0 GRH, PEAK ROOF WHICHEVER IS SMALL������11yry0��(Lt$,*u�_,1}Q@[°+q OF LEAST HORIZONTAL DIMENSION OR 3FT (lYiP)r475 0 E F NM1 QUESTION. CONSULT HEIGHT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN ROOF a a WAVE y a ROOF HEIGHT I ' I HEIGHT 5 1 ® 1 5 ® 4 ea a 5 O OS WALL ZONE FIGURES f ISOMET V M 0 9 REMARKS DRWN CHKD DATE o n o A INITISSUE GSS TSB 03/05/12 2010 FLORIDA BUILDING CODE eb(ENGINEERING = m m 5 REV -ADJUSTED HEIGHTS GEE TSB 04/09/12 M. " 3 25 _ _ ASCE 7-10, CHAPTER 30 EXPRESS® n _ DESIGN LOADS FOR COMPONENTS CLADDING �p OI 'm „z (� - - - 160 SW 12th AVENUE, #106 ez MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 \ z in O TIISDOCUMFMISTHEPROPMWOFFRANKLBMNPRDO, PH: 1954 3S4'066O FAX: `954 354-0443 IN 'a L REANDSHALLNOTBEREPROOUCEOINWHOIEORPART ` ` ) zw `Q O 2 -p WRHOUTWRNTEN CONSENTOF FRANK L BENNARDO,P.E 1 WWW.ENGEXP.COM 0ALTEv GHUGHTING, OR OTHER 0 W v MARKNSTO THIS DOCUMENT TIONS, ADDITIONS, IARE NOT PERMITTED AND ASCE 7 _ 1 o CeaT OPAuiH d98Bs m 0 r d Florida Building Code Online tom. ,9, Product Approval USER: Public User Prodrrt ADDrOwIl Menij >Product or An FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall nllcatbaSeaccD > Aoollratlon Llst > Application Detail FL13541-R8 Revision 2010 Approved .S *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by kl(g,POC and/or' the Commission if necessary. 't ]ELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Janet Gerard fbcl@jeld-wen.com ' JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 .. (800) 535-3936 customerse"lceagents@jeld-wen.com 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, t Referenced Standard and Year (of Standard) Standard year Equivalence of Product Standards Certified By AAMA 1304 2002 ASTM E283 '2004 ASTM E330 2002 TAS 202 1994 1/17/2014 1:06:53 PM] Building Code Online Product Approval Method Method 1 Option A Date Submitted 09/29/2014 Date Validated 09/30/2014 Date Pending FBC Approval Date Approved 10/01/2014 or Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 3-0x6-8 and 3-Ox8-0 Inswing and Outswing Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 3-0x6-8 and 3-Ox8-0 Inswing and Outswing Pro Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 6-0-Ox6-8 and 6-Ox8-0 Inswing and Outswing Pro Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 6-0-Ox6-8 and 6-0.8-0 Inswing and Outswing Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 9-0-Ox6-8 and 9-0x8-0 Inswing and Outswing Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A rglass Door Certificate Quality Assurance Contract Expiration Date 03/30/2018 Installation Instructions EL13541 RR IS A010831A SS 2014-n9J6 odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports Lertification Agency Certificate FL13541 R8 C CAC N1011921 01-R3-sioned ndf EL13541 R8 C CAC N1011921-R4 m] Quality Assurance Contract Expiration Date Installation Instructions EL13541 R8 11 AO10812A 55 2014-09-26 no Verified By: Hermes F- Norero, P.E. 73778 Created by Independent Third Party: Yes Yes Quality Assurance Contract Expiration Date 03/30/2018 Installation Instructions FL13541 R8 li A010833A SS 2014-n9-26 odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R8 AE P R 744 Sc 014-09- 6 df Created by Independent Third Party: Yes FL13541 R8 C CAC NI011908-114 ndf Quality Assurance Contract Expiration Date installation Instructions FL13941 RR IT A010834A SS 2014-n9-26 df Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports Single with side lite(s) (X,O/ O,X/ O,X,O) Opaqu Certification Agency Certificate FL13541 R8 C CAC NI011910 01-R4 ndf EL13i41J28 C CAC NI011910-R4.udf Quality Assurance Contract Expiration Date Installation Instructions FL13541 R8 11 A010835A 55 2QI4-09-26.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports Certification Agency Certificate FL13541 R8 C CAC N1011923 01-R4 ndf EL13541 RB C CAC NI0119 -R4 df Quality Assurance Contract Expiration Date Y1TOdCg%3d%3d[I 1/172014 1:06:53 PM] Building Code Online ' Other: 9-0-Ox6-8 and 9-Ox8-0 Inswing and Outswing Installation Instructions R8 II AUIQ83+A SS 014-0-26.odf EL13541 Verified By: Hermes F. Norene 73778 Created by Independent Third Party: Yes Evaluation Reports SS 2014-09-26.od Created by Independent Third Party: Yes _.—_.__ 13541.7 .— ...._....—_-....... DeSigNSmOoth Pro _—_--.—_--_.—.O,XX, .. —_lass Double with Side lite(s) (%X,O/ O,XX/ O,XX,O) Opaque Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541 R8 C CAC NI011911.01-R4.ndf Approved for use outside HVHZ: Yes FL13541 RA C CAC N1011911-R4.ndf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2018 Other: 12-0-Ox6-8 and 12-Ox8-0 Inswing and Outswing Installation Instructions R8 IT FI.13541. A030837A SS 2014-09-26 odf Verified By: Hermes F. Norem 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 RB AE PER2748 SS 2014-09.26.ndf Created by Independent Third Party: Yes 13541.8 Design/Smooth Pro Double with side lite(s) (XX,O/ O,X%/ O,XX,O) Glazed Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541 R8 C CAC N101191 01-Ralpil Approved for use outside HVHZ: Yes FL13541 RA C CAC N1011912-114.ndf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2018 Other: 12-0-Ox6-8 and 12-Ox8-0 Inswing and Outswing Installation Instructions - FL13541 RB II A010838A SS 2014-09-26 odf Verified By: Hermes F. Norem, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R8 AE PER2749 SS 2014-09-26 odf Created by Independent Third Party: Yes C.9ntact U :: t 40 North M9010c Phone' 850-487-182d 1 The State of Fiodda is an AA/EEO employer. Convrioht 2007-2013 Stele of F1,1ky.:: Pnwcv Statement :: Ac,x rxllty St mnr nt :: Rehmd Statement Under Florida law, email addresses are public records. If you do not Want your e-mail address released in response to a public -records request, do not send eleCVonlc mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.'Pumuant to Section 455.275(1), Flonda Statutes, effective Octgber 1, 2012, licensees licensed under Chapter 455, F.S. must provide Me Department with an email address If they have one. The emails a provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish N supply a Personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.; please click hem . Product Approval Accepts: M aV IM redi45t AFE 0 A 1/17/2014 1:06:53 PM] NOTICEPRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI011910.01-R4 03/19/2014 Structural JELD-WEN 822-1 09/28/2014 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. ANAMiapproved certification label must beapplied tothe product toclaim certification status. Please review and advise NAMi if anv corrections are rem,ired to this dnrnment_ COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN "Design Pro/Smooth Pro" 3737 Lakeport Boulevard Fiberglass Opaque In -Swing or Out -Swing Klamath Falls, OR 97601 Side -Hinged Doors w/Glazed Sidelites Configuration: OXO Glazing: insulating Glass (Tempered) IS Frame: W-2847mm(112.12") H-2487mm(97.93") OS Frame: W-2847mm(112.12") H-2470mm(97.25") Panel: W-908mm(35.75") H-2419mm(95.25") DLO: W-606min(23.87") H-1995min(78.56") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +45/45 psf TAS 202-94 Qualifies Configurations: OX/XO/OXO AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-02/NCTL-210-3925-03/SJW2013-196/SJW2013-137-TAS/SJW2013- 241/SJ W2013-242/SJ W2013-208-TAS/SJ W 2013-209-TAS/SJ W 2013-251/SJ W2013- 252/SJ W2013-253/NCTL-210-3930-01/NCTL-210-3930-02/SJ W2014-066/SJ W2014- 076/SJ W2014-070/W-1663/W-1700 Expiration Date: March 30. 2018 Administrator's Signature. NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124/ Fax: (804) 684-5122 NOTICE' PRODUCT CERTIFIC-TION CERTIFICATION NO: z DATE: CERTIFICATION PROGRAM: COMPANY: S CODE: i REVISION DATE: To verify that the "N ceofProductCertification"is valid, please visit www.NAMICertificatio •omtoassurethatthe product is active and cu ntly listed. This certification represents product conformity to the appfcable specification and that certification criteria h been satisfied. A NAMI approved certification label must be ap ed to the product to claim certification status. Please - view and advise NAMi if Env corrections are renuired tot14 dncument. COMPANY NAM ND ADDRESS PRODUCT ESCRIPTION JELD-WENYGlazing: EN ` esign Pro/Smooth Pro" 3737 Lakeport Boulevars aque In -Swing or Out -Swing Klamath Falls, OR 9760nged Doors w/Glazed Sidelites Configuration: OXO ing: insulating Glass (Tempered) -2847mm(112.12") H-2081mm(81.93") -2847mm(112.12") H-2063mm(81.25") -908mm(35.75") H-2012mm(79.25") -606mm(23.87") H-1587mm(62.50") If X SPECIFICATION RODUCT RATING ASTM EE283-04/E3 0-02 Desig Pressure: +501-50 psf TAS 202-9 Qaoliaes nngurations: ON/XO/OXO AAMA 130 -02 Product Tested By: N onal Certified Testing Laboratories Report No: TL-210-3918-02/NCTL-210-3925-03/SJW2013-196/SJ 013-137-TAS/SJW2013- 41/SJW2013-242/SJW2013-208-TAS/SJW2013-209-TAS/SJ 2013-251/SJW2013- /DateMareli 52/SJW2013-253/NCTL-210-3930-01/NCTL-210-3930-02/SJ 014-066/SJW2014- 76/S1 W2014-070/SJ W2014-075/ W-1663/W-1700 Expiratio30, 2018�Adminisre. NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124/ Fax: (804) 684-5122 J 1 N u O W S & DE G DESIGN PRO /SMOOTH PRO NON -IMPACT FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES: L. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT INTERNATIONAL BUILDING CODE BBC), INTERNAJ O IAL RESIDENTI .[DOE (IRQ, AND FLORIDA BUILDING CODE IFBCL EXCLUDING IMHZ AN D HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • ASTME330-02 • ASTM .... • AAMA13D4-C2 • TAS 202-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2% FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 6 THE RESPONSIBILITY OF THE ENGINEER OR ARCHRECT OF RECORD FOR THE PROJECT OF INSTALLATION, 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFC SITE. IF SITE CONDITIONS CAUSE INSTALLATIDN TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER 03 ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPROVED IMPACT PRDTEME SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. S. GAS MEETSTHE REQUIREMENT30FASTME2300 GMSSCHARTS. SEESHEET3 FORGWINGDFIAILS. 6. FIXED FULL UTE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS BETWEEN GLASS, DECO. AND EXTERNAL AND INTERNAL WROUGHT IRON. RADIUS (SHAPED) LITES ARE QUALIFIED FOR 15"' DOORS AT DP •/-50 PST ONLY. T. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES, ADDITIONAL PANEL CONFIGURATIONS AND FLUSH DOORS AREQUALIFIED. 8. NOTE: OPERATING AFCO H-497 SILL MEETS WATER INFILTRATION ATWATER TEST PRESSURE(WTPI OF 9.75 PSF. FIXED SIDEUTE MEETS WATER INFILTRATION AT WTP OF 7.5 PST. REMAINING SIDS NOT BATED FOR WATER INFILTRATION. IF AUTHORITY PAVING JURISDICTION REQUIRES THAT PRODUCT MEETS TNIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (ON) RATIO .OH LENGTH +OH HEIGHT IS 21.0 TABLEOFCONTENTS SHEET REVISION SHEETOESCRIPTCN I B TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERALNOTES 2 A TYPICALANCHORLAYOUTS AND NOTES 3 A QUALIFIED CONFIGURATIONS& EWING DETAIL 4 A OPTIONAL2% BUCK ANCHORING DETAILS 5 A VERTICAL ASSEMBLIES 6 A HORMNUALASSEMBLIES T A WOODSUBSTRATES B A CONCRETESUBSTRATES - ,9 A. COMPONENTS801LLQFMATERIAIS' -. 37 3/8' h . ". — —'_1 _ 1II�o t � . f FIXED � FIXED O ' ACTIVE L 4 0 ;0 3T3/8" ' RAME TYP. TYP. ELEVATION 3— -- ....r..:.:........... ..:.... 3T3/S -FRAME TYP. 4= 2 n` l + F i • FIXED c • AC IVE K0 z " � FIXEry nsmPaO°°LL2 n�4 vri•mm, NC ES: I. ALL DOORS SHOWNINCONFIGUPATIONS ON THIS SHEET MAYBE LEFT HAND OR RIGHT HAND OPERATING DOORS. 2. SIDELITE MAY BE USED IN LIEU OF DOOR IN CONRWRATIO INS SHOWN ABOVE AS LONG ASOA. DIMENSIONS ARE NOTSURPASSED. CONFIGURATION M1BAX.OVERALL RICAN LSIZE DESIGN PRESSURE(PSF1 MISSRE IMPACT FINGERJOINTED PINE ALLOTHE.R MATERIALS WIDTH HEIGHTPIGS. INSWING WSWIN3 OUTSWING RATING NEG. POS. NEG. POS. NEG. O,X,O 9'-0" 6'-B' SO' S0 SO` SO 50' 50 NON -IMPACT 50' S0 50` 50 NON -IMPACT 45- 45 FCU�WNG 4S' 45 45- 45 NONJMPACT SO' 50 SO' SO NON4MPACT %,ONIONS 6'-0" 6'-8' ED' 50 50' 50 SD' 50 N'ON IMPACT %,0 6J1° B'-1. 45' 4S 45- 45 45' 1 4S NOMINflACT PREPARLOBY: ILDING DROPS, INC. a. N.FxazvP.IIly e9PGfx,R31ON x:laeHawu M�Pueru pPwe i � O y c o o¢ S5mS i E m s Zz m5 00 <O Q 2Z >Z:' w O Q 6 N WU,1- � a LL ~I REMARXS BY DATE neeAW rin. MUHI.Pmntb[4 GA m 0o AP•e�aoa DATE: 02.05.14 DWG. Y: CHK. Y: GL JM SS MSS SCALE: NTS DWG. R: A010835A SHEET: OF9 1 INSTALLATION NOTES: 1. ONE(11 INSTALLATION APBUCHI S REQUIREDAT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS). MAXIMUMALLOWABLE SHIM STACKTO BE 1/4INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER COMBS, SHIMS) SHALL BE A NO N�COMPRESSIBLE COMPOSRE OR BETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT UMITED TO STUCCO, FOAM, BRICX VENEER- AND SIDING. .4. INSTALLATION ANCHORS AND ASSOCIATERHARETW RE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE ACONROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO MOT INSTALL INSTALLATION ANCHORS INMMORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 6. FOR]X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK COIICRETE/MASONRY CONSTRUCTION. 2. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM 5PECIFICGRAVITY OF DEE. B. CONCRETE -MINIM UM COMPRESSIVE STRENGTH OF 300D PSI. C. GROUT -FILLED CMU- UNITSTRENGTH CONFORMSTOASTM C,,O WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUTCOMPFUMIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU- UNITSERENGTH CONFORMS TO 0.,M C JO WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. S. SEE SHEER T AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES. EMBEDMENTS, AND SHIM SPACING. 9. OPTIONALLY, ANCHORS CAN BE PACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCEARE ACHIEVED. ANCHORTABLE 61I11 OCRS 8-0-DOOM ANCHOR MIN. MIN. EDGE WOF NOF ANCHOR TYPE Sim SUBSTRATE EMBEDMENT C19ANCE MAX.O.G AT ANCHORSAT MANGA SPACING AT ANCHORSAT SPACING HEAD/SILL HEAD/SILL JAMBS CWSTEIS IAMBS CWSTERS WORD SCREW NID 1XVFODU OICK 1-19" 31V 17-IW 4 17-1j4' 4 ORFRAMING RW TAPCON 3/16" CONCREE/CMU 1.114. DS/2" 174/2' 4 17IM 4 ELM ULTRACON 1/4' 1 CONCRETE/GALA Id/8 -GONG 1-1/4'-O4U 3. ll-IR' 4 17-1/4' 4 ❑WTAPCON 1 3/16" :ONCRFTF/!'MU 3-L4" 1' ]S-5/8° 8 10.3/B- 5 82 A N9 K2112"PAN SCREWS OETAILD2 iTPHOPPE 25 26 MULT-POINT SHOOT BOLT PLATE LOCATION (RH PLATE SHOWN) DUAR. B2 D2 TYPHOPPE MULTI MINTSHOOTBOLT 1-80TTOHSHOOT PLATE LOCATION BMTP07 HOPPE N2098911 2-A9NUENS, Po SILL SECTION VIEW HEAD S[C� ELTI�N VEETN PE&9X2U' ® IL ESECI \ZJ Is alxPwo.xc�:mw»vwIE 1/8" MAX. m ACTIVE TYP.fAN 2 21" 3°TYP. � � BUILDING DROPS, INC. suwlasaYswn uN9+u O FW- ~Om o u � Z ^Fs w Z n2p O FIXED u g h F3"TYP. 'TYP. O Q W TYP. I REMARXS BY DATE 1 I... 1 I I u .,. ES F. yopp',,, N = * j74 -. C = 'STAT� OF r LDOORSSHT HAND MERATING DONSONTNGSHEET NAVBE LEFT ND OR RIGHT HARD OPERATING DOORS. EUTE MAYBE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN OVE AS LONG AS O.A. DIMENSIONSARE NOT SURPASSED. DATE: 02.05.14 1G. V: CHK. Y: L 1M SS MSS SCALE: NTS DWG.R:A010835A SHEET: OF9 2 rA,,V..,G.,.A.D,.,,:,Il�1,11,IEN,.,',,IAIIT ES: LL DOORS SHOWN INEONFIGUTIONSONTHISSHEETMAY 11 LEFT HANDOR RIGHT HAND OPERATIrNS.SIDEUTEMAYBEUSEDINUEUF OOq IN ONIGURAON55HOWNED. MAX. G'-B"GLAZING DETAIL-B"GLAZING DETAIL a D Z O XwO� """ X,O ECG/ '"'°� L° I WALLOWING O O fJ O 1-3-\ X,0-ELEVATION 71 /� X,O ELEVATION cl n© I a ON M PD0. 14 i UA"TEMPEREDGIA55 nm N] SRICDNE FIIFA'IR 11 /§l FLUSH GLAZE DETAIL WES ARE APPROVED TGLAZING DETAIL r PREPARED BA \ BUILDING DROPS, INC. a � vo,s¢ue e �.. eee�x�.nmooP IeSaI .�IeYnw oC rOQ s��e C7 LD g O 2 LL LD iZ ZOZ b V �c o y` LL Pa y dE5 F. .� JJ DATE: SCALE: DWG.C: v y nr. F4nE.n�nwwR.� �.wi.m.onEA•.+a.. 1/4" MIN. EMBED TYP. F— —2X WOOD BUCK 2X WO( OD BUCK INSTALL. i E off' pY i 2X WOOD BUCK INSTALL AANCHORPERBKUCKANCHORTABLE 2X Wooer D a NOTES: 1. U BUCK ISNOT FOR INSTAUATIONAT SILL THRESHOLD SHALL BE FASTENED IN ACCORDANCE WOH ANCHOR LOCATIONS SHOWN ONSHEET2. 2. ANCHORS MAY BESTAGGEREOAS SHOWN IN DETAIL 4/4. 'TYP. 41/2'TYP.to 11/2' OFFSETTYP. z VP. ANCHOR LAYOUT 2JIBLICKANCHORTABLE ?r DOORS B'0'DOORS ""S`�ER mix M1HN.EDGE MIFI.CENTER ANLNDRTYPE SUBSTRATE EMBEDMENT DIST.TO TO CENTER MAX. O.C. MAX. D.L SUBSTRATE DISTANCE WALING AT SPACINGAT JAMBS JAMBS TWTAPCON 1/4• CONmETFt NU I-1/4- 2.1/2' L' 25' 36J/S• EE000LTRACON 1/4' CONCRETE/CMU Y3/8'-MNC 1' 4• 25' 3011V J/a'-CMu .E... Ik BUILDING DROPS, INC. I M.PL]L ^�'fls�Na�Fm �W+d�r6ea.mn Q$ a o"J^m o YPC 22 n UQ 4Ti_=r �C mw ^ ��xO mg O2 rvl7 aO aZ y.� �Z Z6• 4' O z W; O 2 U OQ W; ?jyti,3fi�: O' .D .'$Tp'T, OF iJY AOBL OR16 \, DATE: I SCALE: NTS IR EOEFIOR OPERABLE HEAD 5 pUT$WING SHOWN - INSWING SIMIEAR PREPARIDSY: It 18 BUILDING DROPS, INC. fi"FROROM'PFR Bert,ow^w.wnw s¢ M CORNERS, euannin a DNEATMIDSPAMIOSPgN avx:Psywavart /Z��/ // WtR'mlWNm�m" 3 1 o$N$ VAG1ll0R FXNR.OA F#fRNA �INffRIOt m O Fom6 02 < ao ¢ 51DELITE HEAD OPERABLE SILL �/ OUTswING SHOWN-IN5ARNG 511ARAR 5 INSWING �J ENDURA]AIW569 ; y� F8 X 2.1/2" PFH V. FROM CORNERS, 8 INTERIOR ONE AT MIDSPAN EXTERIOR INTERIOR EXTERIOR 5 � 2 q OPERABLE SILL 5 OUTSWING AFCO }129] WERIOR WESER g OPERABLE ADA SILL 5 INSWING/OUTSWING ENDURA HCISOOO 5 SIDELITE SILL 5 I! SHOWN-INSWING SIMILAR J RJIFRIOA EATWOR `C) OPERABLE SILL OPTIONAL AFCO H497 ®mom DATE:02.05.14 GLppTSS N55 SG-ENTS DwG.R:A010835A SHEET: OF9 5 �%% B WIEAIOa U8X2-1/3•PFH %% INRNIXI 6'FROMOONNERS, 171/4°O.C. TYP. 3 MINOR F%IEPI05 1 LOCK JAMB 2 FIXED JAMB T HINGE JAMB 6 OUTSWINGSNOWN-INSWINGSIMIIAR 6 OUTSWINGSHOWN-INSWING SIMILAR 6 OU SWINGSHOWN-INSWINGSIMILAR ? APPLY DPP AIE%RUS SILICONE 11 APPLYDAPAUX PLUS SILICONE 10 APPLYDAPALE%PLUS SILICONE OR EQUIV. AUHESIVESEAIANT ; ORE LUIV. ADHESIVE SEALANT „ OR EQUIV. ADH ESIVE SCAIANT BETWEENIAMBS BEFORE -' BEFWEENFAMBSBEFORE BETWEEN FAMES BEFORE MUWNG MULLING WILLING ?\��%� 7\F ABN3°PFHSCREVYPFHSCREW ATEACHMSCREWAT EACH MULLION.AT EACH COR'LONNS S AT EACH MULLION. 14112' CORNERS, 6MOMCORNERS, �. 6'EROMCORNE95, ID12'O.C. ttP. 1432'1VP3112.O.C.TYP. JAMB MATERIALIAMB MATERIAL:MBATERIALFINGER JOINT WOOD, FINGER IOINTWOOD GER IOINi WOODSOLID WOOD, IVL,OR SOLID WOOtI DD WOOD, DR IVL % OR COMPOSITE —F LEW DTS' ].13" q BACK-TO-BACK JAMB 5 BACK-TO-BACK JAMB 6 NO MULLION REINFORCEMENT 6 1% MULLION REINFORCEMENT 18 8-n9%21/2'PFH 17 W/STRKE HA0.0WARE 3-4%2"PEN 6- MPL STRIKE PLATES EKIFAl0a VIHARDWAE I-mpi I 1 i i-MPL STRIKE PLATE 230'. 3.OD" HINGE SCHEDULE DOOR HEIGHT QUANTITY 3 4 >r� BUILDING DROPS, INC eue.vro. m.ve •� ns�uo«�ma aAoa•n� ....am.ae..m„ O w mIP �Z Z Z. 0 ?' x p- W: I� APae'va ate I 1 1 ABACK -TO -BACK JAMB INTEGRAL MULLION = ` `IN 6 2% MULLION REINFORCEMENT ` / FOR6'8"AND E.G. UNITS �AOT-:?(P,• �- ON: ALTOUDWOODUSEDINMUWONASSEMBUESASOVE Z� �i FAa `"••"' G� I TOBEPONDEROSAPINEIMINS.G.=0.45IORGREATER. /A/ST�Ma'N, I1poE?tl� 4.98%13/8"PFH 1-REINFORLEM.ENTPLATC nce �P 1?INNIil�.m aa�e HOP PF tl2512296 n' f1c 14 � \ I � RFRAN3 o IIIF-�`Y\\lyyll 9.09%33/4' PRi IM[AIOA 6 2-08X 13/8' PFH (fi• e' UNITS) W/HARDNAAE B 15-IBX13/WPfH("-UMTS) B (6'-8' & B'-0" UNITS) COMES W/ HARDWARE gG ROCKWELL MULTI -POINT LOCK g HOPPE MULTI -POINT LOCK V OI115WING SNOWN-INSWINGSIMIIAft - 6 OUTSWING SHOWN-WSWING NMBAR SCALE: �HOPPE MULTI -POINT LOCK 6 6 TOPREINFORCEMENTPNE IATE-ACTIVE PAL ONLY MW. EDGE DEST, SEE TABLE g HEAD (TYPICAL) 7 OUTSWING SHOWN -I NSWINGSIMILAR MIN. EDGE DST. 5EETABLE 4 OPERABLE SILL 7 OUTSWING AEC01.22ST SILICONE BI stj 2x WOOD BUCK a zW £N MIN. EDEDGT. SEETABLE g OPERABLE ADA SILL 7 INSWING/OUTSWING- NOANCHORREQUIRED ENDURAHOSWO OPTIONALLY, ANCHOR CAN BE PIACEDIN NARROW SECTIDN OF HEAD ORIAMBAS TONG AS MINIMUM EMBEDMEM AND EDGE DISTANCE ARE ACHIEVED. SFETABLEONSHEET2 / 0.25- MA%. SHIM MIN.EMBED. SEETABLE JAMB (TYPICAL) v OUTSWING SHOWN-INSWMGSIAIILAR MIN. EDGE DESt 5EETABLE S SIDELITE SILL 7 OCTSWINGSHOWN-INSWINGSIMILAR EET2 mi £g i¢ WOODBUCK MIN. EOGEDIA. SEETABLESHEET2 OPERABLE SILL 7 INSWING ENDURAWL4565F F- WOOD ANOIOB I SEETABLEONSHEET2 MEN EDGEDISI. 5EETABLE 7 OPERABLE SILL 7 HIGH BUMPOUTSWING AFCOH 4S7 PREPAREDBY: BUILDING DROPS, INC. + W9B[nIXttllm �s m:Iff+pnN o$ mob �� Q mg=� N C� nz Z 0 w 0 BUCK —1— 1 - :• AAUAtiLN ..N 0. /2U11 B PMv'slltf �nxw��m�v�s[nam �.csA`S` ES F. jO rrr%.m DP:' =4r ''rrr�si�lONpInE�U`AS,, ,°t�ria51@L.� DATE: 02.05.14 OWG. Y: CHK. GL bM SS MSS SCALE: NTS DwG.R:A010835A SHEET: OF9 7 MIN. EIJGE DST.SEETABLE - , Ht-� E� ED CONCRETEANCHI SEE TABLE ON SHI HEAD (TYPICA a O'UTSWI.NG SHOWN -INSWING! BUCK of .Y MAX. SHIM CONCRETE/R MIN, EMBED. SEE TABLE JAMB (TYPK fawiv c CONCRET £ uMASONRBV OTHERABLE SILLUTSWINGCO I-22WCC aANCHORTABLE ON SHOT2SILICONE° Aa.CONCRETE/MASONRYN, BYO2HE0.9EDIST. SEETABLE g OPERABLE SILL 8 UTSWIiIG NSW NG-NOANCNORREQUIRED ENDURA HC15000ADA L MIN. EDGEDIST. E TABLE SIDELITE SILL OUTSWING SHOWN -INSWING SO SEE TABLE ON SHEET O MIN. MASONRY EWE DIST. BYOTHERS SEETABLESHEET2 BVOTH ERS OPERABLE SILL ENDUM ZAI0565F Q O E^ I f MIN. EDGE DIST. SEETABLE OPERABLE SILL HIGH BUMP OUCSWING AECO H49T 1 BUILDING DROPS, INC. a ma�o��.cw o»nwan++ u fl5yfu IUIPrRemlpuam c$ Z DmEI: OQ � gF c'F Z �Z >2 w � z r- O REMARKS BV DATE Itltl4DAYA, MulUppn[lotL EL—" B Ra6ua Ye DATE: UL.UL DWG, Y: GL TJM SCALE: NT.' DWG. R:A010 tp OPTIONALLY, ANCHORCAN BE PLACED IN NARROW SHEET. SECTIONOF HEAD ORAMBASEONGAS MINIMUM EMBEDMENTAND EDGE DLSTANCE AREACHIEVED. 8 BILL OF Mw1E0.1AL5 ITEMt DESCRIPTION MATERIAL 1 FRAME HEAD/IAMBS FINGER -JOINTED PINE SOLID PINE IMAINATEDVENEER LUMBER COMPOSITE 2 IMEGMLMUIL IPMINATEDVENEEA UMBER 3 SIDELITESTOP WOODORPVC A ENDURA M1114565F THRESHOLD - 5 AFCO 1-2297 THRESHOLD - 6 MDUMHOSOOOADATHRESHOW 7 AFCO H497 THRESHOLD - 0 WFATNERSTAIP URETHANE FOAM& POIVETHVIENE 9 NON-COM PRESSION SHIM (0.25"MAX. THK.) COMPOSITE 10 2X WOOD(S.G. MUST BE 0.55 OR GREATER) WOOD 11 1X WOOD(S.G. MUST BE 0.55 OR GREATER) WOOD 12 910 WOOD INSTALLATION SCREW W/ 1 UT MIN. EMBEDMENT STEEL 13 CONC./CMU ANCHOR ISEEANCHOR TABLE SHEETS 2&4) MEL 14 1- O.A. IS TEMPERED NON -IMPACT GUNM - 15 KWIKSET LOCK SERIES 400 STEEL 16 KWLKSET DEAOBOLT SERIES 780 STEEL 17 ROCKWELL MULTWOINT TONGUE LATCH 971228768&B UNIT ROCKWELL MULTTPOINT TONGUE WON 97322878080 UNIT 18 HOPPE MUOPOINT HARDWARE HISSCOD 19 PRESSURE TREATED SILL SPACER USED FOR FIXED PANEL 20 ODL UPUTE KIT(NQ 11 FLUSH GI ING LEG FIBERGLASS V.EEI 22MH.IPEEAD (NOT USED; 23UTE RIT(RADIUS WES) 24HINGE (SEE SCHEDULE SLEET 61 35 SHOOT BOLT PLATE UI R87B409126EAD SHOOT BOLT PLATE RH 98783923 OFRAME HEAD/JAMBS 1 VARIES, SEE SOM ABOVE 4.563- , U 17 ROCKWELLMULT-POINT LOCK .79• PREPARED Bt 18 HOPPE MULT-POINT LOCK Q IIIIII'''"""pppW/SILL SHOOT BOLT PLATE 9 I22OS9911 I'II BUILDING DROPS, INC. JII'IIIIIIW11I— uo,.m�voo, ' Tr DA Mplfs+l N ..:I W INu.me —�'''II'IA'IjII7(g� unennm. r DO 0 5€= ® o0 0 HANDLE QH J7-Ie q HEIGMT Q O r ® O Z W 0 R O Fa' O p 0 O o�•Dm U REMARKS BY DATE AA Add ADA S III, MultL?OintLa[L LL 4fL11A m 64EIus UR g ' � amw�nmzz Y��II �'iN,rxidilC3/79;r?0LIF ,' IIJJ 3 �t G d At' INTEGRALMULLION O EN DURA ZAIL4565F THRESHOLD LAMINATED VENEER WMBER O AFCO J-2297 THRESHOLD 25 HEAD SHOOT BOLT PLATE (LH) -%FS,2SIliDNA 4oE��ss��._ ` ,„ELAYJIiivJ)at'1. ' I-- 456' —y i62• „ DATE: 02.05.14 L.75"V: AFCO H-497 THRESHOLD GL JM SS MSS O ENDURA HC15000 ADA THRESHOLD O 26 -HEAD SHOOT BOLT PLATE(RH) SCALE: NTS I DWG. e: A010835A �,,;� SHEET: OF9 „� OA o I 1-- 4L3• 1.75• 9 41 each Blvd. BUILDING DROPS 398EastDaniaBSuite 3 8 a Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@ bu i id i ngd rops. com Product Evaluation Report Of JELD-WEN, inc. Design Pro / Smooth Pro Non -Impact For use outside the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Report No. 2746 Current Florida Building Code Method: I — A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Design Pro /Smooth Pro Non -Impact For use outside the High Velocity Hurricane .r Zone Material: Fiberglass Product Dimensions: 9'-011X 6'4" (Nominal) 9'-0"X 8'-0" (Nominal) Prepared For: /ELD-WE N, inc. `,``, �S F rfrOR ���i 3737 Lakeport Blvd. � �.:�\.. ` • �Q �'� Klamath Fails. OR. 9760.1 = �' 7��'_� Prepared by:of Z _ * . '• yk llerines F. 'Norero P.E. `• T T Florida Professional Engineer # 73778 ��� ... DP; Date:09/22/2014 Contents: �i�7i N; i Evaluation Report Pages 1 —4 Digitally signed by Hermes F. Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2014.09.26 15:16:15-04'00' t BUILDING DROPS u A Perfect Solution In Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, Inc. Product Category: Exterior Doors Product Sub -Category: Swinging Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Design Pro / Smooth Pro. Non -Impact For use outside the High Velocity Hurricane Zone (HVHZ) 9'-0" X 6'-8" (Nominal) 9'-0" X 8'-0" (Nominal) Date: 09/22/2014 Report No: 2746 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN Inc. based on Method la of the Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: 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 International Building Code, International Residential Code, and Florida Building Code. See Installation Instructions A010835A, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current International Building Code (IBC), International Residential Code (IRC), and Florida Building Code (FBC), excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A010835A require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions A010835A for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS Date: 09/22/2014 ,Yu A Perfect Solution in Every Drop Report No: 2746 Certificate of Authorization: 29579 Quality Assurance Entity: 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 (FBC Organization # QUA1789). Performance Standards: The product described herein has been tested per: • ASTM E283-04 • ASTM E330-02 • AAMA 1304-02 • TAS202-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization # TST1589) Report # Report Date: SJW2013-196 09/03/13 SJW2013-137-TAS 07/02/13 SJ W 2013-241 12/03/13 SJW2013-242 12/03/13 SJW2013-208-TAS 11/13/13 SJW2013-209-TAS 11/13/13 SJW2013-2S1 12/23/13 SJW2013-252 12/23/13 SJW2013-253 12/23/13 NCTL-210-3925-03 02/07/24 NCTL-210-3918-02 10/12/13 SJW2014-032 04/22/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 SJW2014-066 07/07/14 SJ W 2014-076 07/07/14 SJW2014-070 07/07/14 SJW2014-075 07/07/14 2. Product Testing performed by Quality Testing Inc. (FBC Organization # TST7638) Report # Report Date: SJW2010-003 01/11/10 3. Quality Assurance Entity National Accreditation & Management Institute (FBC Organization # QUA1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS port No: 2746 tx�. A Perfect Solution in Every Drop Date: 09/22/2014 `A `"�� Certificate of Authorization: 29578 Re p Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), 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 (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by(IX), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon or Y<" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon or'/<" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (A010835A) for anchor spacing and more details of the installation requirements. Design Pressure: C CONFIGURATION MAX. OVERALL NOMINALSIZE DESIGN PRESSURE IPSF) MISSILE IMPACT FINGER -JOINTED PINE ALL OTHER MATERIALS WIDTH HEIGHT INSWING OUTSWING INSWING OUTSWING RATING POS. Nf-G. POS. NEG. POS. NEG. POS. NF.G- O,X,O 9'-0" 6'-811 50" 50 so, SO 50' 50 50' 50 NON -IMPACT O,X.O RADIUS 9'-0" 6'-8" SO' 50 SO• 50 50" S0 50' 50 NOWIMPACT O'X,O 9'-0.. 8'-01,M455'45 4S' 45 45' 45 45'X,O 6'-0" 6'-P."So so, SO SO" 50 so' S0 NON-IMPACI X,O RADIUS 6'-0°6'-8"SO 50" 5o 50' 50 SO' 50 NON -IMPACT X,O 6'-0" 8'-0-'45 15- 45 1 45• 1 45 45' 145 NON-{MPACT I Hermes F. Norero, P.E. Florida No. 7377.8 Page 4 of 4