Loading...
HomeMy WebLinkAboutSUBMITTED PAPERS_1DATE PLAN REVIDEW FEE: ` RECEIPT NO.: "/ �"/ PERMIT NUMBER: �� iy /y CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: 1. 2. 3. 4. ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS 711 S CAN hi [ D 2300 Virginia Avenue e y Ft. Pierce, FL 34982-5652 � . Lurie County 772-462-1553 APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIAN E- PROJECT INFORMATI�O�N L LOCATION/SITE ADDRESS: PROJECT NAME: A(,e SITE PLAN NAME: PROPERTY TAX ID #: / 3 z-3 goo 0 D D S 00,D (� LEGAL DESCRIPTION (attach extra sheets if necessary): o C. 5. PLAT BOOK ` 66.. PAGE GE,NO. t 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): J 3 '4e LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF NSTRUCT N PROJECT OR WORK A TIVITY: L'O�--S��,_ tic 11. SETBACKS (ACTUAL) FRONT: 5 SO BACK: G f zA RIGHT SIDE: S%a 3 LEFT SIDE:.S� 12. TYPE OF CONSTRUCTION (Check all appropriate boxes). NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION ] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 14. SQ. FT OF CONSTRUCTION: 7 15. SF. FT 1st FLOOR: 16. VALUE OF CONSTRUCTION: $ The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application.{��� SLCCDV Form No.: 001-02Y UPDATED 6/25/09 OWNER INFORMATION NAME: 2D6E2� J , d� I ��� �`(� ^ (O e ADDRESS: / /�5 (o 10A � 0 Y a,e5 � I n- CITY: r-4 A -en .4 STATE: Ic- ( ZIP: PHONE (DAYTIME): 2 1 Z Lt3 00 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (_) CONTRACTOR INFORMATION ST. -PUT REG.CERT #: �Ar ,I Z '�-3 6 9 BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): ST. LUCIE COUNTY CERT #: _k STATE: t-- ( ZIP: _ Z (6 -5Lt 75— FAX NO. q A SyV Y3S Email: i:>i9 04, , Cot, ARCHIT/ENGINEER: TLC 11/ , A/$uLt rv75 JCL 6 / v/L% ADDRESS: !1D 3 00 D A i<-/+0 L-1-OW A aF CITY: V e 1u) STATE: ZIP: ,3 296� PHONE (DAYTIME): Z5,7( BONDING COMPANY: ADDRESS: CITY: STATE: ZIP: MORTGAGE LENDER: Sul, k UGT &")1- ADDRESS: CITY: �,oAV STATE: �� ZIP: 19 2703 I IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: . This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER OR CONTRACTOR SIGNATURE STATE OF FLORID COUNTY OF 1 The foregoing instrument was acknowledged before me this day of / iIL�1/I .20 14 , by,D/,V 1 /f r-Alz ey) who is persona 1 nown or has produced as identification. Signature of N ry Commission No. (Seal) fG, CONTRACTOR STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me thW C day of �� 20LIE 7 by who is personallyo or has produced as identification. Ila N, Signature of Not >'Commission No. (Seal) m, NOTE: TWO (2) SIGNATURES ARE REQUIRED. NATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNERBUILDER APPLICANTS. For specific instructions see appropriate permit checklist. rOFFICE USE ONLY ��__' #: 0SECTIO TOWNSHIP RANGE MAP NO. ZONING LAND USE 109 j LOT CVG % TAZ NO. FLOOD ZONE. FIRM MAP # I �!a IT FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FIRS WATER SEWER LC— SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 111990 After 1/1990 REQUIRED APPROVED REPORT HABTFABLE RADON PERMIT CODE AREA FEE FEE LIBRARY BRACT PUBLIC BID IMPACT FEE PUBIC BID IMPACT L' Z PARTS IMPACT- � � � FEE FEE I J FEE CORRECTION GENERAL SCHOOL �? ROAD IMPACT _ 1� XhJ CREDIT Y LAW ENF� BRACT BRACT I FEE FEE FEE FIItE/EMS BRACT DRIVEWAY REQUIRED N DRIVEWAY FEE I ADMINISTRATIVE VARIANCE FEE FEE � SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTEK. REVIEW IREVIEW REVIEW/ REVIEW REVIEW REVIEW DATE :��i ( I RECEIVED DATE r COMPLETED INITIALS J 1iS APPLICATION #:AP1137110 STATE OF FLORIDA PERMIT #:56-SF-1523202 }�! DEPARTMENT OF HEALTH DOCUMENT #:F1963094 L ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL DATE PAID:02/25/2014 5.00 / T O / c7o FEE PAID:51 RECEIPT #:56-PID-2354475 APPLICANT: Bob and Eileen McCue AGENT: Richard Laventure (Laventure & Associates Inc) PROPERTY ADDRESS: Seminole Rd Fort Pierce, FL 34951 LOT: 4 BLOCK: SUBDIVISION: Seminole Acres ID#: 1323.800.0005.000-6 CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION SETBACKS [ ] [O1] TANK SIZE [1) 900.00 (21 [ ) (27) SURFACE WATER FT [ ] (021 TANK MATERIAL, Concrete [ ] [281 DITCHES FT [ ] [031 OUTLET DEVICE [ ] (29) PRIVATE WELLS 120 FT [ ) [041 MULTI -CHAMBERED [ Y N ] [ ] (301 PUBLIC WELLS FT [ ] [05] OUTLET FILTER Polylok [ ] [313 IRRIGATION WELLS FT [ ] [061 LEGEND 1. 28-015-04SC3 2. [ 1� [321 POTABLE WATER 10 FT [ ] (071 WATERTIGHT [ ] [331 BUILDING FOUNDATIONS 10 FT [ ] [081 LEVEL [ ] [34] PROPERTY LINES 20 FT [ ] (091 DEPTH TO LID [ ] [351 OTHER FT DRAINFIELD INSTALLATION FILLED / MOUND SYSTEM ( ] (10] AREA [1) 501 [2) SQFT [ ] (361 DRAINFIELD COVER [ ] [111 DISTRIBUTION BOX HEADER X [ ) [37) SHOULDERS [ ] (121 NUMBER OF DRAINLINES 1. 5.00 2. [ ] [381 SLOPES [ ] [131 DRAINLINE SEPARATION [ ] (391 STABILIZATION 07/23/2014 [ ] [141 DRAINLINE SLOPE [ ] [151 DEPTH OF COVER ADDITIONAL INFORMATION [ ] [16] ELEVATION [ ABOVE / BELOW ]BM [ ] (401 UNOBSTRUCTED AREA [ ] (171 SYSTE14 LOCATION ( ] (411 STORMWATER RUNOFF [ ] [18] DOSING PUMPS ( ) [42) ALARMS [ ) [191 AGGREGATE SIZE [ ] (43) MAINTENANCE AGREEMENT [ ] [201 AGGREGATE EXCESSIVE FINES [ ) (44] BUILDING AREA [ ] (211 AGGREGATE DEPTH [ ] (451 LOCATION CONFORMS WITH SITE PLAN FILL / EXCAVATION MATERIAL [ ] (461 FINAL SITE GRADING [ ] [221 FILL AMOUNT [ ] (47] CONTRACTOR MICHAEL W STUHR (ASHTO [ ] [231 FILL TEXTURE [ ] (48] OTHER INFILTRATOR Quick4 EQ24 LP (sin [ ] [241 EXCAVATION DEPTH ABANDONMENT [ ] [25) AREA REPLACED [ ] [491 TANK PUMPED [ ] [261 REPLACEMENT MATERIAL [ ] [501 TANK CRUSHED 6 FILLED Comments: Comments are on page 2. CONSTRUCTION [ APPROVED / �itPr-—'rY St. Lucie CHD DATE: 06/26/2014 DISAPPROVED r E vifonmenWiSpac(allstll to Potts (Department ofHealth) FINAL SYSTEM [ APPROVED / DISAPPROVED ] ;�,�.hr� St. Lucie CHD DATE: 07/23/2014 Environmental Specialist ante e Potts (D5p_a_FR_e_n__to_fTT_e_aW (Explanation of Violations on following Pago) DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 2 of 3 EH Database v 1.0.1 AP1137110 EID1623202 RECEIVED Ill, -2,3 7Q'A Mills, Short 8 Associates May 23, 2014 St Lucie County Building & Inspections 2360 Virginia Avenue, Ft Pierce FL 34982 Re: 2" X 4" Interior Framing McCue Residence 3762 Seminole Rd. St. Lucie County, FL Permit#1403-.0100 To Whom It May Concern This letter is written to provide certification that I, as a Professional Engineer, have been retained to establish compliance with St. Lucie County codes and regulations pertaining to the new residence'at the above address.It must be noted that pressure treated lumber is not required on the interior. framed walls. The engineering services addressed therein have been performed and based upon my professional engineering knowledge,. supported test documentation, information and belief, and in accordance with commonly accepted procedures consistent with applicable standards of practice, and is not a guaranty or warranty, either expressed or implied. Should you have any questions, please _feel free to call me at (772) 473-2571. \`�111111111/��� .6 18 Jason W. Short; M. ASCE .01 Q • FGORIO`.`G�\�� Cc: Dave Golden Homes, Inc. 800 Eighth Street I Vero Beach, Florida I P 772.226.7282 RECEiVED' MAY 2 8 2014 PERMITTING St. Lucie Count';, FL Mills, Short Associates May23, 2014 St Lucie County.Building & Inspections , 2300 Virginia Avenue, Ft Pierce FL 34982 Re: 2 X 4" Interior. Framing McCue Residence 3702 Seminole Rd, St. Lucie County, FL Permit #1403-0100 To Whom It May Concern: This letter is written to provide certification that I, as a Professional Engineer, have been retained to establish compliance with St. Lucie County codes andregulations pertaining to the new residence at the above address. It must be noted that pressure treated lumber is not required on the interior framed walls. The engineering services. addressed therein have been performed and based upon my professional engineering knowledge, supported test documentation, information and belief, and in accordance with commonly accepted procedures consistent with applicable standards of practice, and is not a guaranty or warranty,, either expressed or implied. Should you have any questions, please feel, free to call me at (772) 473-2571. W. .8 �ro ason W. Shorty. ASCE �0,� •• PFT�ngin� Z.` Cc: Dave Golden Homes, Inc. 800 Eighth Street I Vero Beach, Florida I P 772.226.7282 n00 ago �d x0j, % CONCRETE DISPATCHERS: NUAMI-DARE: (305) 264-7101 Q�SUPERMWDEERFIELD: (954) 48D-93W t I rr� c� 7kne Cora rite Cam�aryr�' BLOCK PLAW.(3D5) BQ.5-322E ,III CE'WHAL CORICRIEME SUPERUM INC. LARGEST INDEF£NDENTREADY--MIX. !V'�'1�JWSIUP ppRjIM�IIM CAM ��lf�E�RVI�I�II GONCRETE PRODUCER IN FLORIDA Hf1PI�Ii' ...r , MAIN OFFICE 43W"S.W. 741h Ave. - Mlarn ,-FL 33155 LDA1C©ORE 14L-920Q43 2�l30I1L PHONE: (3D5) 262-3 50 • FAX: (2051267-0698 J SERVING-MIAMI-DAOE� BROWARD, PALM BEACH, MARTIN & ST. LUCIE COUNTIES __.=t�x•`r_ `.•r.:' _ - <9�i��_ _ '_:',v;_ :r=_ �s:l� - _ __ t:%sOEE_14EA�;%li'�JiE�:i'::_r';C:_'w• -_e •-9702 DJtN CONCRETE CORPORATION -SEMIWL.LE RD ' FT PIERCE 331 SUNRISE .".RIVE .VART-GU8 JOBS F;- PIERCE , FL _44942i PO RcDANNY t. I' tl;WER* 112 - ?ROJ=CT 10943 M- AP PRc� M Wr-jO LOTJBLOCKj R7882E1333 .IhSYRUCII�WS: , 4 z } -FUFL SUP. ENU FEE //f YL�l.L'£3 JLLLO.IUB:FT•!E' PE9 YIIL^E txw,ll.nannt3nr_-orrrtRP.� -6 Id:NUIES PER CU.-YD. ALLOWED SHOP,T LOAD CHAR3E LU IA R4L IAE THISD11bERYTOTAL CU.YDS. - 'AIUDUNT ir. 9.50 OF YOUR ORDER FOR CU_ yDS. TAX CWTv►'EP. Q3FISspg:I056UR'ESFU:IP.$9P:1t5191L':Y:dfl STAENRTHAZtR ATER=I, AaM OF hM' OCtmom 0 Ra pi oESGV g4yPAp aF. 'JlHal -� z ,k�±�7�.i T( . �7L4T-R BA77E91- IY.CTEfi.SDD_D QYF� CHD als. ��, F�-�.. k;+�`_^,rr•.-� SUBJECT TO THE TERMS, CONDITIONS AND"CAUTION'WARNiNG LISTED ON BQTHTHE FRONT ANO BACK OF THIS TICKET. y:'„ a, nov:ledge mat I nave- reoswed a c e m rlals lie_ed a &Ie ticket 1 6543 .LOLLY JJIISON Laier3tand and E=coe to The t on hn+ _ a f-on-mild back of :his ticket. ' i RECEIVED 9Yr - 20 LUF9MB MINT'S Al 15 TO SERPE'fOU BUHR - CONIRDL ,¢� LVJe•D^_'.\t{tQµI RiPMI•.7WPOliT•CPALOaC4•ti�lEl'•iEHRI`E•??ABflOi'.E PRE$•q:BR=BD �%/f'r 14-11981 7a:AMTCN•RD1Eai4eFJCH•SRtZI.Y.'_agDYlAPD•FT.?EPC4-EERONARD-DELMY lIl PRODUCUSANDSUPPMSOFOUAl9YFEMYN�DCONCREIEANDCONCRETt9lOCY, KW. 01--ICE 0--Y iS- [) Fi O t� L ow 1'05/13/2014 12:18 FAX 17724898180 CEMEH R 001/001 Zzr.lr.-NGK '56235795 anowcoft 30OW18 DANNY WILLI �« iprlwc it Pl1�wt11-- .PM.611ad . S26 4/24/14 -11..0 ---•-- z"Dw NO pa i 04124/ 14 3702 SERINOLE RD �ETWF ri4 INpRIO RD ADD AIRPORT RD •�d 1 1 ; �IL " ` "• ' i�,,�s .. ''` iU82 ACCESS ROAD `~}•• , 81�cLi:ICINEC_y�—� ON NORTH SIDE OF PR mpVE OQLDk�I JOB ,� itemARE YM FULLOWINO TOM CLOSE?*** " •' ,�- ' 333S.3J1'� 155 1 s. 00 CIS RU)ULPH 10.30 SB.SD 52.50 11=39 3000 REG 7.88 39.40 .75 13626W FIBERMEBFI 150 1.00 1.00 ou MWL 1247818 FUEL SURCHARGE MOMS ENVIRONAEENTAL CHARGE t Mft r wmm "Vm MW aw wploF% M 7L or r Yoae� - w PREY TRKt 10025410 _J BLDMBs SLAG r um u�rnror .ronRr rn3 L,8 i P P 1 e i VdMNADCM CMMEMOMmAromimmommmmuom 0 UMD WAS TMM BY: wiC1r���w�rii�o�.o��r���r�iPr�r��ae�,4mo�,P�„r� mrY rIAwN�M.m" m�dlf.r v r Planning .& Development Services Building .& Code Regulation Division 2300 Virginia Avenue Fort Pierce,FL..34082 Phone:(772)462.2172 Fax:(772)462-6443 Permit# SL4A3s-01 Issued: 4/17/2014 Job Location: 3702 Seminole Road Jurisdiction: SAINT LUCIE COUNTY Inspection Card Permit # : 1403-0100 Online address: http://www.stlucieco.org/planning/permifting.htm Quick Links: Permit Status Lookup Online Building Inspection System Confirmation 844 Type: BUILDING RESIDENTIAL (SFR UP TO 2 FLOORS) City: Fort Pierce Parcel: 1323-800-0005-000/6 Status ISS Subdivision: SEMINOLE ACRES S/D Lot: 4 Block: Flood: Elev: Flood Map: Set backs: Left: 50.00 Right: 59.30 Front: 550.00 Rear: 692.20 Job Description: New Construction Of A Single Family Residence 2376 Sq Ft 3 Bedrooms/2 Bathrooms Contractor David D Golden — Cert # 23069 4900 Indrio Rd Property Owner Eileen Mccue 2525 30Th Avenue Ne Property Owner Robert Mccue 2525 30Th Avenue Ne Permit No Status 1403-0100-01 Issued 1403-0100.02 Issued 1403-0100.03 Issued 1403-0100-04 Issued Dave Golden Homes Inc (561) 466-0829 Fort Pierce, FL 34951 (772) 252-4300 Minneapolis, MN 55418 (772) 252-4300 Minneapolis, MN 55418 SUB -PERMITS Permit Type Cert # DBA ELECTRIC - 2045 S & W Electric Inc RESIDENTIAL MECHANICAUHVAC 25916 RESIDENTIAL - REPLACEMENT SYSTEM PLUMBING - 24654 RESIDENTIAL ROOF - METAL 20506 Mountain Aire Air Conditioning Llc Jensen Beach Plumbing Inc Richie The Roofer & Co Inc Owner/Builder Job Desc. For the automated inspection system call (866) 284-1280. To schedule an inspection online go to http://codeinspectionpublic.stiucieco.gov. All inspections requested prior to 9:00 PM will be scheduled for the next business day. Inspection requests between 9:00 PM Friday and 9:00 PM Monday will be scheduled for the following Tuesday. If you require any assistance please contact the Building Department at (772) 462-2172. Inspection Notes: Permit # Code Description Priorijy Sched. Date Res Description Inspector 1403-0100 425 SEWER CONNECT 0 Inso. Date Report prepared on 4/17/2014 11:44:42 AM Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL..34982 Phone:(772)4622172 Fax:(772►462-6443 Inspection Card Permit # : 1403-0100 Online address: http://www.stlucieco.org/planning/permitting.htm Quick Links: Permit Status Lookup Online Building Inspection System COMPACTION TEST - 1403-0100 104 ORIGINAL -TURN INTO 1 OFFICE FORM BOARD SURVEY - 1 1403-0100 105 OFFICE 1403-0100 420 PLUMBING ROUGH TEMP.TOILET/TEMP 1� 1403-0100 427 CULVERT 1403-0100 103 EUFER GROUND 2 1403-0100 115 SLAB 2 1403-0100 121 TERMITE SPRAY 2 1403-0100 118 G� LII�M~�N� , If 1403-0100 125 Ti119ff 111� 1�192�1/ 1403-0100 133 WINDOW/DOOR BUCKS 4 1403-0100 .134 ROOF SHEATHING 4 1403-0100 137 STRAPPING 4 1403-0100 145 TRUSS DRWG 4 BATCH TICKETS 1403-0100 906 (CONCRETE) - TURN 4 INTO OFFICE ALL CONCRETE TO BE 3000 PSI, SLABS, COLUMNS, AND BEAMS. 1403-0100 127 MULLION 5 1403-0100 135 WALL SHEATHING 5 1403-0100 136 ROOF DRY-IN/TIN TAB 5 1403-0100 148 WINDOW/DOOR 5 ATTACHMENT 1403-0100 650 FRAME -ALL 5 ALL WOOD FRAMING TO BE 2X4PT STUDS, PER NOTE 16 ON SHEET S-0. 1403-0100 141 INSULATION 6 1403-0100 167 ROOF FINAL 6 POWER RELEASE 1403-0100 259 FORM (30 DAY FOR 6 TESTING) OFFICE INSULATION 1403-0100 153 CERTIFICATION - 7 OFFICE 1403-0100 260 30 DAY FOR TESTING 7 1403-0100 800 ADDRESS FINAL 7 140370100 810 HEALTH DEPT - SEPTIC 7 1403-0100 820 DRIVEWAY/CULVERT 7 HURRICANE PANELS 8 1403-0100 172 (SHUTTERS) 1403-0100 804 DRIVEWAY BLDG 8 1403-0100 808 LANDSCAPING/TREES 8 SOLID WASTE (TRASH 8 1403-0100 821 PICKUP) PAY IN OFFICE FINAL TERMITE 1403-0100 996 TREATMENT -TURN 8 INTO OFFICE Report prepared on 4/17/201411:44:43 AM 1 4 Planning.& Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL..34982 Phonc(772)462.2172 Fax:(772g62-6443 1403-0100 999 FINAL INSPECTION Total Inspections: 34 a Inspection Card Permit # : 1403-0100 Online address: http://www.stlucieco.org/planning/permifting.htm Quick Links: Permit Status Lookup Online Building Inspection System Report prepared on 4/17/201411:44:43 AM We have a permit in.for a.house at aoo"ve address. This -part of the road is supposcU �o.be a dirt.road. Do they still need driveway. permit? Please let.m.e know: . Thanks, L011a g rgolLbNa tVi . Planning Technician Planning,and. Development Services Phone: (772) 462-1555 . . Fax:. (772) 462-6448 . . Email: galbraithl(r)stlucieco:org. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie'County that all County records shall: be open for personal inspection, examination and / or copying: Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication: If you received this email in error, please notiry the sender by.reply a -mail and delete_all materials from all computers. Please Note:. Florida has:very broad:public records laws. Most written communications to or from County officials regarding:County business are public records available to the public and media upon request. It is. the policy of 8t. Lucie County that all County records shall.be open for personal inspection, examination and i . or copying. Your a=mail; communications will be subject to public disclosure unless:an.exemption applies to the communication. If you. received this email, in error, please notifythe sender by'reply e-mail:and delete all materials: from all computers.' Please Note: Florida has very.broad public records laws: Most written communications to or from County officials regarding County business are public records. available.to the public.and media upon request. It is the policy.of St.. Lucie. County that all .County records shall be open for personal inspection, examination.and /. . or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to:the communication. If you received. this:email in error, please notify the sender by reply e-mail.and. delete all materials. from all computers: Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are, public records available to the publicand media upon request. It is the policy of St. Lucie County that'all County records shall be open for personal inspection, examination and / or copying. Your -e-mail communications will be.subject to public disclosure unless an exemption applies to the communication: If you received this email in error, Please notify the sender by.reply e-mail and delete all materials from all computers. 2. . Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34962 772-462-2172 Fax 772.462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT 1 Ik03-- a%oo PERMIT #:. ILIo3-(Dox) BUILDEf14/CONTRACTOR: PEST CONTROL CONTRAI PEST CONTROL LICENSE JOB ADDRESS: 33lece We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: G Percentage of solution: AO Date of Treatment:a Footing Is' Treatment Re -Treat Driveway 15` Treatment Re -Treat Other 1st Treatment Re -Treat Chemicals used: "r- - Total gallons used: �7S Time of Treatment: 16ff qo �S 15t Treatment !�Re-Treat Pools 1s' Treatment Re -Treat Perimeter for Final Inspe ' Signat re oftxterminawr Notes- There must be a completed form for each required treatment or re -treatment and th/s form mustbe on the job site to be picked up by the Inspector at time of each inspection or the scheduled Inspection will fail and a -re -inspection fee charged. FBC1t14.2.6 CertiflcateofProtecdi a Treatmentforpreventionoftenn&-s. A weather resistantjobsitepostingboard shall be provided to receive dupllcate Treatment Certificates as each required protective treatment is completed, providing a copy for the person the permit & issued to and another copy for the bulldng permit files The Treatment Certificate shall provide the product used, Identity of the appllcator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number ofgallons used, to establish a verifiable record of protective treatment: if the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final bulld/ng approval. St Lucie County requires for the final Inspection for CO, a Permanent Sticker to be placed on the eiecWtcal panel box cover, listing all the treatments and dates of applications. 1111 ' VA KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED April 7, 2014 KSM JOB # : 140590-1d/SH/km PERMIT # 14030100 CONTRACTOR Dave Golden Homes JOB LOCATION 3701 Seminole Road Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.W. 0" - 12" 40 110.7 114.2 96.9 2. N.E. 38 110.2 96.5 3. Center 12" - 24" 39 110.0 96.3 4. S. E. 0" - 12" 41 111.2 97.4 5. S.W. " 40 110.3 96.6 Soil Description: Brown Sand with Shell and Traces of Clay In Place Moisture: 9.3 Percent Optimum Moisture: 11.0 Percent . Max. Dry Density: '114.2 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Miir'WooiRa% red : @two 0 a tlOn. S ®n to Natural Grade. +�t FZespe _ 0.68366 'O • to p,�uli� �I eP.fi4 116.01 1 1 1 1 1 W E I I I I I I I I I I I I I G115.0—— H I I T I I 114.0 -{- - - —— p I I I I I 113.0 F I I I I I I 112.0 D R I I I I I I Y I I I I I I 111.0 8 9 10 11 12 13 14 W.9W�,fta'�t. Lucie County Building Department E-m`did,looed�iVe@davegoldenhomes.com Moisture - % of Dry Weight Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 a 119 •3 ,,r� i_.,. APR 1 1 20% St, Lucie CounzY, FL JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE - JTY FILE # 3945237 OR C 3622 PAGE 1687, Recorded 04/17/2(•, ,at 09:33 AM NOTICE OF COMMENCEMENT Permit No. /1/03'0I oD Tax Folio No. 13Z3-Goo `coos-ooall State of Florida County of St. Lucie The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement. Legal Desciptlon of Properly: ( nd str et ddress if ava ble): 3�oZ S`n,/tio/A�P /g� ,Jlc tt��1/ Zor`i/%�f Sisi. �C/Inf. i General description of ImprorTei: �/ /!/t`G✓ c5/i `�° �/t i /� /C �S / O�/tC owner InformatiJo�nrr or Lessee Informati !%he Lessee cy�jra2t for the Improvement: Name /�d/j�! If q �r /e✓e- /r// C�i Address SG o / A 4.£0 7 Interest In property: Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: ✓/f z Z Contractor Address: Phone Number: /117Ti' 7 '6 ? 3Y-l67 I y Surety (If applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: o Phone number: / Lender Name: �/TitvdT /%%Tip G6 hone Number. Lender's address: �'f �S� Al. 154pwvy 4/ L A u/ _ Y ala. 3 10 rf 3 I Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713,13(1) (a)7„ Florida Statutes: Name; Phone Number: I Address: f In addition to himself or herself, Owner designates of to receive a copy of the Uenols Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the 1 contractor, but will be 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED } IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST ' INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of per ry, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of °'N my dge Vehef. of eror Lessee, or Owner's o Lessee's Authorized Officer/Director/Partner/Manager I I&I �ARR M"PdkK*ofFa ty n,re Infn�er ourkwonew Of MnIL WOU J* 01, 201 The foregoing instrument was acknowledged before me this day ofA� , 20 By' OCU-Q-as ill �Yleizs for 3102 SeYn�nal� 2�l Name of P Type of authority (e.g. officer, trustee) Party on behalf of whom Instrument was executed Personally known_ or produced Identifications (Signat of atary Pu is State o Flodda) ..��ff (Print, Type, or Stamp C Issioned Name of Notary Public) Type of Identification produced FL s/ V STATE OF FLORIDA ST. LUCIE muiTY THIS IS TO CERTIFY NAT Till IQ A TRUE Id RRL!CT COPY Of T14 ORJ6IWAL JOS Date: " n 9 D LUR Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Payment Slip Online address: http://www.stlucieco.org/planning/permitting.htm ' Quick Links: Permit Status Lookup Online Building Inspection System Daily Inspector Schedule THIS IS NOT A RECEIPT Permit Number: SLC- 1403-0100 5 Contacts: Contractor David D Golden / Dave Golden Homes Inc Property Owner Property Owner Job Address: 3702 SEMINOLE ROAD IMP0197 IMP0210 IMP0217 IMPO191 I MP0184 IMP0196 IMP0131 IMP0179 Drive698 NPermi 5 NBIMS651 NBPSur950 NBPTru1009 Eileen Mccue Robert McCue Fee Descript' n: 0 -Impact Permit Date: 03 April, 2014 BUILDING RESIDENTIAL (SFR) Fax (772) 465-8439 2) 252-4300 (772) 252-4300 Fax n D mo t Due: Pub Bldg Other- $1 2.00 013-Impacee-Fire/EMS-SF $557.00 013-Imp ct Fee -Law Enfor-SF $206.00 013-1 pact fee -Library -SF $217.00 01; Impact Fee-Parks-SFR $1,533.00 3-Impact Fee -Pub Bldg Corr- 013-Impact Fee-Road-SFR- Mainland 013-Impact Fee-School-SFR 06-Driveway Permit N-Permit Fee - Residential & Commercial - New & Additions N-BP BIMS N-BP Surcharge - Permi685 - Res & Comm - New & Additions N-BP Trust Surcharge - Permi685 - Res & Comm - New & Additions $224.00 $4,728.00 $6,091.00 $150.00 $1,967.00 $5.00 $29.51 $29.51 4/3/2014 8:32:08 AM From: Lydia Galbraith Sent: Friday; March 14, 2014.11:57: AM To: James D; Beams; Sr. Subject: M2 Seminole Rd Ft Pierce Hi Jimmy; . We.have a permit in.for a;hodse at above address. This part -of the road is supposed to be a dirt road. Do they still need driveway permit? Please let me know., Thanks, L:�d�a g ca�6ra�th Planning Technician_ Planning'and Development Services Phone: (7.72) 462-1555 ..: Fax:.. (772) 462-6448. Email: aalbraithlastlucieco.ora Please Note:. Florida has very broad public records laws. Most written communications to or from County officials regarding:County business are public records to available the public and media upon request. it the policy of St: Lucie County that all County records shall. be open for personal inspection, examination and / or copying. Your e=mail.communications will be subject -to public disclosure unless: an exemption applies to the communication. If:you;'received this email: inerror,: please notify the sender by reply e-mail-and delete all materials from all computers. Please Note; Florida has very.broad public records laws: Most written communications to or from County officials regarding County business are public records. available.to the public.and media upon request. It is the policy. of St., Lucie. County that all County records shall be open for personal inspection, examination. and /. . or copying. Your e-mail communications will be subject to public.disclosure unless an exemption applies to the communication. If you received: this email in error, please notify the sender by reply e-mail.and delete all materials, from all computers: PLANNING & DEVELOPMENT SERVICES BUILDING & CODE COMPLIANCE DIVISION BUILDING PERMIT SUB -CONTRACTOR SUMMARY U o V06,-, �,t,�S t7�LL_ will be using the following sub -contractors for the (Company/lndividual Name) project located at �3 Z 3 00 0 DD 7 oev (� (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical EC�G�ILt(, 2 oY Plumbing HVAC/ o 711.w 4111X Mechanical elve- AV4 28 Roofing CO 2-05 ®z," 6U' a s-0 L Gas OFFICE USE QNLY PERMIT ISSUE DATE: NUMBER: '�1� � ` PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 2 O t-K State of Florida Certification Number (if applicable): 9 C-/�- .� have agreed to be the Company Name/Individual Name) %r % morel Sub -contractor for D,, d de-11 (Type of Trade) (Primary Contractor) For the project located at �� �.�i 3 2,3 boo Dy os pao b (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED T Business Name:5, Y (s�� " ( I P ��rP' ,z J .-ti- G Address: S�2 / L.4 J, Ca fs:�c1- ��,n d City/State/Zip: _ FT e C -4- � X_ `/ Phone: ��'�-�y ' email: Psi c r. l 1 `7 SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS BY PRODUCED SIGNATURE OF NOTARY PUBLIC SLCPDS: 12/16/2013 DAY OF , 20 WHO IS PERSONALLY KNOWN OR HAS AS IDENTIFICATION. PRINT NAME OF NOTARY PUBLIC (STAMP) PERMIT# ISSUE DATE t PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: .. 2, (a &I State of Florida Certification Number (if applicable). 0 f:1 2t 4 1 lip &23? -3 e have agr eed to be the OCtmpany Nameffndividual Name) Sub -contractor for bAvl�. (Type of Trade) (Primary Contractor) For the project located at -z-3 goo oeo 5 oo i) Street Address or Property Tax 4) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a 0 Change, of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: i., Address: City/State/Zip: —,T?-A) Phone: email: SIGNATUREPRINT NAME DATE STATE OF FLORIDA, COUNTY OF Mr4- -7—, THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS SiDAIV OF 20 BY 1—e,-7e11,iF- 6-1 L-J 6ov­-) WHO IS PERSONALLY KNOWN OR HAS PRODUCED AS IDENTIFICATION. (STAMP) SIGNATUR FNOTARY PUBLIC 4 PRINT NAME OF NOTARY �PUBLIC SLCPDS: 12Y/612013 KELLY M PHILLIPS :J, MY COMMiSSION #FF043972 11`1 a il EXPIRES September 29.2017 007) 398.0153 FloridaNalaryServicaxom I\ l PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 1j sq / /a State of Florida Certification Number (Ifapplicable): vf' L 914 !i U Dy►v�fglp -- 616!' A /c, have agreed to be the (Company Name/Individual Name) r✓ sub -contractor for U Type of Trade) (Primary Contractor) for the project located at 3 Z3 (� D V ODs®D6 (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED t,eA? h1ndrCW 3115 SI ATURE PRINT NAME DATE Business Name: Mn\ ► M(l._.I Y1— rk1 fP Nv- 0MA i k nvf, vl n Address: Z 3 5 Is k -%,� r NAB SP J City/State/Zip: Yea bMcV\ fL SN(OZ Phone: -1-12 - 3t2-(v392 email: h0ukrAYO, !cm"Aa(JA riv- OFFICE USE ONLY: PERMIT # ISSUE DATE I PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREI St. Lucie County Contractor Certification Number: V J State of Florida Certification Number (If applicable): ccc ©tj � oz �l� r (Company Marne/Individual Name) of ,N (_ have agreed to be the Sub -contractor for ` A C��,o 1, d dxeS riw (Primary Contractor) For the project located at 1 3 Z3 � D0 ®a o S &00& (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I Will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) Business Name: Address: City/State/Zip: Phone: -7 72- 'It cf,'-t(32q ®. cv" e:zIr ,,, 't GNATURE P NAME DATE r STATE OF FLORIDA, COUNTY OF f zg t If THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 1 DAY OF _ C� d G , 20�� BY X"t(/�ic ��1.✓��./ WH -L-DY-I OWN OR HAS PRODUCED it I� AS IDENTIFICATION. � (STAMP) SIGNAT NO ARY PUBLIC PRINT NAME OF NOTARY.PUBLIC SLCPDS: 12/16/2013 & MY COMMISSIOMISTYBOBILIN 83700 EXPIRES: MAR 13, 2017 Bonded through 1st Stete InsuMce PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, v3� c�_ein,ria/e 1fd (Parcel Id#/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number ® _9/OD , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate communityXName �P erty OPlease Print) r Property Owner Signature Date STATE OF FLORIDA, COUNTY OF iCil�t.C�1 ACKNOWLEDGED BEFORE ME THIS. p fh DAY OF tM��'L , 201�1, BY F��A M . /� , rrWHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED �- �L DY1 n 0 `Z b a F -0 5X �12, 0�7�95IDENTIFICATION. I_ D L_ m a- 0 0 �,A 13 57 7 o - Ex � / � l � a -a- u w Cam-( U,rt r'r'c�ij' "L+ ATURE OF NOTARY PUBLIC TYPE OR PRINT NOTARY COMMISSION NUMBER (SEAL) GLORIA 8HADSHAW Notary Public -State of Floridy • .*Y'Conim. Expires Mar 21; 201.7 SLCPDSD Revised 08/24/2010 COM MItsion # FF 1626 li0tdi0 Through National Notar Mtn. ---- *h couilu, Eytiloo f4ml 54, soj� "Dili � boppc - V!41r, 01 kJoliq!) 2 im Planning & Development Services Building &Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT JOB ADDRESS:'? 76 2nU\C P BUILDER/CONTRACTOR: PEST CONTROL CONTRA( PEST CONTROL LICENSE We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. L Square feet if area treated: 00 f Percentage of solution: a 0 (- /o Date of Treatment: 7 2 Footing 1st Treatment Re -Treat Driveway _ 1-t Treatment Re -Treat Other Is' Treatment Re -Treat Chemicals used: —T-I r�Q Total gallons used: 2 D Time of Treatment: � ' 3 c-) Slab I't Treatment Re -Treat Pools Is'Treatment Re -Treat Perimeter for Final Inspection Signature of Exterminator Note: There must be a completed farm for each required treatment orre-treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled Inspection will fall and a -re -Inspection fee charged. FBC104.2.6 Certificate of Protective Treatment for prevention of termites: A weather reslstantjobsite posting board shall be provided to receive duplicate Treatment Certificates as each requ/red protective treatment Is completed, providing a copy for the person the permit Is issued to and another copy for the bullding permit files fie Treatment Certificate shall provide the product used, Identity of the ,applicator, time and date of the treatment, site locatlon, area treated, chemical used, percent concentration and number ofgallons used, to establish a verifiable record of protective treatment if the soil chemical barrier method for termite prevention is used, final exterior beatment shall be completed prior to final bulld7ng approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. INSULATION INSTALLATION CERTIFICATE TO/QI iCTS �LOT BLOCK: SECTION: JOBA J111JOB NAMECCy JOB ADDRESS: ,13 N The undersigned hereby certifies that insulation has been installed at the above described property as follows: 1. Exterior CBS walls have been insulated with ............................Check one ( ) Spray on cellulose to a thickness of N/A inches, which thickness, according to the O Fiberglass blankets manufacturer, (( uminum Foil Density NIA �t (a6 "R" value of I C T Riaid Exterior Frame walls have been insulated with . ............................Check one ( ) Spray on cellulose to a thickness of inches, which thickness, according to the ( ) Fiberglass blankets manufacturer, ( ) Aluminum Foil Density N/A will yield an "R" value of ( ) Other Spray Foam 2. Main Ceilings have been insulated with..........................Check one ( ) Fiberglass blankets to a thickness of 10I (11 inches, which thickness, according to the VFiberglass loose fill manufacturer,S Aluminum Foil Density N/A will yield an " " v ue of�, O Other I Cellulose Ceilings Cathedral ave been insulated with ........................:Check one () Fiberglass blankets to a thickness of ,� ILAinches, which thickness, according to the VFiberglass loose fill manufacturer, /( ) Aluminum Foil Density N/A wil yie an " va e o K `� ( ) Other celmlose 3. Interior knee walls have been insulated with.................................Check one Fiberglass blankets to a thickness ofgl!Z inches, which thickness, according to the () Polyurethane manufacturer, ( ) Spray on cellulose Density N/A w2 1 Wyied"R" J81ue of2� ( ) Other Spray Foam 4. Garage partition walls of conditioned living areas have been insulated with .................. :......... ...................... I ............................... Check one VFiberglass blankets to a thickness of 2 I � (2 inches, which thickness, according to the ) Spray on cellulose manufacturer, J C" ns can () Polyurethane Density NIA will yield an "R" value or I I () Other Aluminum Foil MULTI FAMILY RESIDENTIAL CONSTRUCTION ONLY: The common (party) walls separating different tenants shall be insulated as follows - Frame/Metal stud walls R-I I (Min.); CBS or Concrete. walls R-3 (Min.); by Energy Code requirements. See Energy Code Rev. I/87, paragraph 903.2(b), on page 9-17, latest edition. These "minimums levels of insulation" are not included in the Energy Calculations, but shall be installed in the field. NOTE: Densities of sprayed on, loose fill, or any other composed -on site insulation shall be the P.C.F. (lb/ft�3))aaverage ofthree 1► (3f) "DRY SAMPLES" of actual in b/ llat� tr. ' ` 9—� l Insulation Contractor Insulation Contractor Signature ��a- j ala Insulation Contractor's CC# Date of Certification 4�� -137 c Builder's Name - Builder's CC# Notary Public WILLIAM J. SCHANO- EI. LIER NOTARY PUBLIC -+STATE OF FLURs;::A Comm# EE06', RECEIVED JUL 112014 Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: 772- 462-2165 Fax:772-462-2522 Request for 30-Day Temporary Power Release Date: Ll Iq Permit Number: % ki93 — 0 ( O-D Project Address: 3 9 0 ?i S F M i )uo l-e 0L • el C9 2ClF /"l THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for 4. Testing" have been fulfilled and the premise is ready for compliance inspection. 5. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRWA WWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. OWNER CONTRACTOR SIGNATURE SLCPDSD Revised 06/14/2010 DATE RECEIVED JUL 1.12014 j�o3-0)av INSULATION INSTALLATION CERTIFICATE LOT BLOCK: SECTION: JOB ADDRESS: ,�q71p ptrgp '1,(-! ✓1i1.►, The undersigned hereby certifies that insulation has been installed at the above described property as follows: Exterior CBS walls have been insulated with ............................Check one () Spray on cellulose to a thickness of N/A inches, which thickness, according to the () Fiberglass blankets manufacturer, �.(,� ( "al "R" uminum Foil Density N/A value of LrMiaid Exterior Frame walls have been insulated with ............................Check one ( ) Spray on cellulose to a thickness of inches, which thickness, according to the ( ) Fiberglass blankets manufacturer, ( ) Aluminum Foil Density NIA will yield an "It" value of ( ) Other Spray Foam Main Ceilings have been insulated with ........................ Check one ( ) Fiberglass blankets to a thickness of ��( (� Inches, which thickness, according to the �fiberglass loose fill manufacturer, �� �difn V / 1-' Aluminum Foil Density NIA wil yield an " " v ue o �, /1 ()Other �Cellubse Celirw Cathedral have been insulated with .........................Check one ( ) Fiberglass blankets \m a thickness of (� Ul inches, which thickness, according to the 1(/f 'Fiberglass loose fill anufacturer, /(`) Aluminum Foil Welty NIA wil yie an " v� () Other C.lub- 3. Interior knee walls have been insulated with.................................Check one Fiberglass blankets to a thickness oCgl inches w�ich thickness, according to the ( Polyurethane manufacturer, ``''ll t ( ) Spray on cellulose Density NIA wfi 1 y"1 iA an "R" ue ro �r ( ) Other Spray Foam 4. Garage partition walls of conditioned living areas have been insulated with......................................................................Check one Fiberglass blankets to a thickness of 2 f 12 inches, which thickness, accordl'ng to the ) Spray on cellulose manufacturer, J �J�/� kis Cf1 yn 09 ( ) Polyurethane Density NIA will yield an "R" value o ( + ( ) Other Aluminum Foil MULTI FAMILY RESIDENTIAL CONSTRUCTION ONLY: The common (party) walls separating different tenants shall be insulated as follows - FrameJMetal stud walls R-1 I (Min.); CBS or Concrete walls R-3 (Min.); by Energy Code requirements. See Energy Code Rev.1/87, paragraph 903.2(b), on page 9-17, latest edition. These "minimums levels of insulation" ate not included in the Energy Calculations, but shall be installed in the field. NOTE: Densities of sprayed on, loose fill, or any other composed -on site insulation shall be the P.C.F. (lbbt t3)�aveerrage of three (3) "DRY SAMPLES" of actual i allaU i ' `vr� tr* U-0- - —M Insulation Contractor Insulation Contractor Signature Insulation Contractor's CC# Date of Certification Builder's Name - Builder's CC# Notary Public WILLIAM J. SCHA :OELMUER NOTARY PUBLIC STATE OF FLORI :;.a Comm# EE06, Expires 1/2,1:,DlS • Termite Inspection • Termite Pretreatment • Pest Control • Rodent Service • Fire Ant Lawn Service • Whitefly Treatment t IS I,ora 772-323-7921 Bug Toll Free: 1-877-365-9990 Termite & Fax: 772-340-5990 Pest Control, Email: Evictabug@gmail.com Inc. 2373 SW Woodridge St. • Licensed & Insured Lic. JB175775 Port St. Lucie, FL 34953 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.26 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I pp A�FIRE ANT SERVICE I TERMITE SERVICE I RODENT EXCLUSION & REMOVAL I WHITEFLY TREATMENT DATE OF SERVICE ' Z" I I TIME ` T i I DEVELOPMENT NAME J,(PR>OIJE_C/T�) 0 �✓.s��, I..s ! I fV /V/` CONTRACTORS NA/LM��7VE�CONTACT PERSON pf�n L/ 5 J/ (CC a .STRUCTURE ADDRESS (LOT/BLOCK) 0 CITY, STATE, ZIP CODE COUNTY C 1 NOTES TREATMENT TYPE/AREA ❑ FLOATING ❑ MONOLITHIC ❑ PATIO ❑ CUTOUTS ❑ FOOTER ❑ FRONT ENTRY ❑ TAMP & TREAT GREAT ONLY � `INAL PRODUCTS BASELINE ❑ OTHER ACTIVE INGREDIENT CONCENTRATION �406% ❑ .12% SQUARE FOOTAGE _ ❑ DOMINION 2LACTIVE INGREDIENT ❑ .25% SQUARE FOOTAGE VERIFIED L6 YES ❑ NO JOB READY CONDITIONS MET �81'YES ❑ NO ❑ GARAGE ❑ DRIVEWAY ❑ STEM WALLTOOTERS ❑ RETREAT ❑ BORA CARE TREATMENT ❑ PLUMBING CUT OUTS ❑ POOL DECK ❑ OTHER ❑ ADDITION V,BIFENTHRIN ❑ TERMIDOR SC ❑ BORACARE ❑ DISODIUM OCTABORATE TETRAHYDRATE C1.05% , ❑ 23% ❑ 9% ❑ OTHER GALLONS APPLIED 1 LINEAR FOOTAGE f❑` MEASURED URED OR VERIFIED PER PLANS JUL 2 2 2014 l> Public Works DETAILS at. Lucie County, FL As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this line FINAL STICKER � 'ELECTRICAL PANEL ❑ WATER HEATER ❑ OTHER .Payment Terms: Payment due at time of service. Date Date Applicator: (Evict A Bug Termite and Pest Control, Inc.) Customer (Property Owner or Agent) PROPERTY INFORMATION .. .... . .: Address:. .... . .... . . 3702 Serriinole Road ... Owner(s):,: Eileen Mccue/.Robert Mccue. City / State / Zip: Fort' Pierce, FI 34951 . Parcel #: -1323-800-0005=000%6. Jurisdiction: ..SAINT LUCIE COUNTY Zoning: .. AR-1 Lot#: 4. Block: APPLICATION INFORMATION. Permit Number: 1403-0100 Stories: Automatic Sprinkler System? No. Permit Type: BUILDING RESIDENTIAL (SFR) CONTRACTOR INFORMATION. . Contractor Name:--.. David D. Golden Fax Number: 772465-8439 .. . . Business Name: .. .. .. Dave Golden.Homes Inc .. Email.: Dave@Davegold.enhomes.. . BusinessAddr: 49001ndrio Rd Corn. City / State / Zip: Ft Pierce, FI 34951 REVIEWS AND COMMENTS Review Type. Status Reviewed Bd Date Started Date Completed Date Released ADDRESSING ASSIGNMENT COMPLETE Lydia Galbraith 3/17/2014 3/17/2014 Comment: DOCUMENTS MISSING: PENDING. Audrey Humphrey . 3/1,0/2014 ' 3/10/20.14 Comment:. NOTICE OF COMMENCEMENT 3%10/2014 Comment: VEGETATION PERMIT SUBMITTED.TO ERD. 3/17/2014 Comment: DRIVEWAY PERMIT APPLICATION REQUIRED.. ENVIRONMENTAL REVIEW . PENDING Comment: FRONT COUNTER REVIEW COMPLETE Audrey Humphrey 3/10/2014 3/10/2014 3/10/2014 Comment: PLANS, EXAMINER REVIEW. INCOMPLETE. Ed Roseberry. 3119/2014 • 3/19/2014 Comment:, PLEASE SHOW COMPLIANCE WITH R311.3.1,.LANDINGS AT REQUIRED EGRESS DOOR, ., 3/19/2014 . Comment: PLEASE SHOW COMPLIANCE WITH R315.1, CARBON MONOXIDE ALARMS. Comment: PLEASE INCLUDE ALL REQUIRED DESIGN PRESSURES. AND INSTALLATION REQUIREMENTS ON PRODUCT,' 3/19/2014 APPROVAL AFFIDAVIT: OR INCLUDE.PRODUCT APPROVALS FOR ALL COMPONENTS OF THE BUILDING ENVELOPE WITH PROPER INSTALLIONS, DESIGN PRESSURES, FASTENERS, ETC HIGHLIGHTED. ZONING REVIEW COMPLETE. Lydia Galbraith 3/14/2014 3117/2014 3117/2014 Comment: Planning & Develgpment Services Building &'Code.Reguletion Division 2300 Virginia Avenue 'Fort Pierce, FL. 34982 Phone;(772)462-2172 Fax:(772)462.6443 PROPERTY INFORMATION Address: 3702 Seminole Road City / State / Zip: Fort Pierce, FI 34951 Parcel #: 1323-800-0005-000/6 Zoning: AR-1 APPLICATION INFORMATION Permit Number: 1403-0100 Permit Type: BUILDING RESIDENTIAL (SFR) CONTRACTOR INFORMATION Contractor Name: David D Golden Business Name: Dave Golden Homes Inc Business Addr: 4900 Indrio Rd City / State / Zip: Ft Pierce, FI 34951 REVIEWS AND COMMENTS Review Type Status ADDRESSING ASSIGNMENT COMPLETE Comment: DOCUMENTS MISSING 3/10/2014 Comment: 3/10/2014 Comment: C3/:13/17/2014 Comment: 71201 ENVIRONMENTAL REVIEW Comment: FRONT COUNTER REVIEW Comment: REVIEW COMMENTS 1 Owner(s): Eileen Mccue / Robert Mccue Jurisdiction: SAINT LUCIE COUNTY Lot#: 4 Block: Stories: Automatic Sprinkler System? No Fax Number: 772-465-8439 Reviewed By Date Started Lydia Galbraith PENDING Audrey Humphrey 3/10/2014 NOTICE OF COMMENCEMENT VEGETATION PERMIT SUBMITTED TO ERD® DRIVE -WAY PERMIT APPLIC i ICiN REQUIRED COMPLETE Audrey Humphrey 3/10/2014 Email: Dave@Davegoldenhomes.0 om Date Completed 3/17/2014 3/10/2014 Date Released 311712014 3/10/2014 PLANS EXAMINERREVIEWINCOMPLETE Ed Roseberry 3/19/2014 3/19/2014 9+' Comment: PLEASE SHOW COMPLIANCE WITH R311.3.1, LANDINGS AT REQUIRED EGRESS DOOR. 3/19/2014 #2 Comment: PLEASE SHOW COMPLIANCE WITH R315.1, CARBON MONOXIDE ALARMS. Comment: PLEASE INCLUDE ALL REQUIRED DESIGN PRESSURES AND INSTALLATION REQUIREMENTS ON PRODUCT 3/19/2014 APPROVAL AFFIDAVIT, OR INCLUDE PRODUCT APPROVALS FOR ALL COMPONENTS OF THE BUILDING ENVELOPE WITH PROPER INSTALLIONS, DESIGN PRESSURES, FASTENERS, ETC HIGHLIGHTED. ZONING REVIEW COMPLETE Lydia Galbraith 3/14/2014 3/17/2014 3/17/2014 Comment: k : 5;,a a&t,- 7� 'Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 14982 Phone:(772)462.2172 Fax.(772)462.6443 PROPERTY INFORMATION Address: 3702 Seminole Road City / State / Zip: Fort Pierce, FI 34951 Parcel #: 1323-800-0005-000/6 Zoning: AR-1 APPLICATION INFORMATION Permit Number: 1403-0100 Permit Type: BUILDING RESIDENTIAL (SFR) CONTRACTOR INFORMATION Contractor Name: David D Golden Business Name: Dave Golden Homes Inc Business Addr: 4900 Indrio Rd City / State / Zip: Ft Pierce, FI 34951 REVIEWS AND COMMENTS Review Tvoe Status ADDRESSING ASSIGNMENT COMPLETE Comment: DOCUMENTS MISSING 3/10/2014 Comment: 3/17/2014 Comment: 3/21/2014 Comment: ENVIRONMENTAL REVIEW Comment: FRONT COUNTER REVIEW Comment: PLANS EXAMINER REVIEW 3/19/2014 Comment: 3/19/2014 Comment: Comment: 3/28/2014 REVIEW COMMENTS Page 1 Owner(s): Eileen Mccue / Robert Mccue Jurisdiction: SAINT LUCIE COUNTY Lot#: 4 . Block: Stories: Reviewed By Lydia Galbraith PENDING Audrey Humphrey NOTICE OF COMMENCEMENT DRIVEWAY PERMIT APPLICATION REQUIRED. VEG IN DRAWER (M) NO FEE COMPLETE Ben Balcer COMPLETE Audrey Humphrey Automatic Sprinkler System? No Fax Number: 772-465-8439 Email: Dave@Davegoldenhomes. Com Date Started Date Completed Date Released 311712014 3117/2014 3/10/2014 3/10/2014 311912014 3/1012014 INCOMPLETE Ed Roseberry 311912014 PLEASE SHOW COMPLIANCE WITH R311.3.1, LANDINGS AT REQUIRED EGRESS DOOR. 311912014 3110/2014 PLEASE SHOW COMPLIANCE WITH R315.1, CARBON MONOXIDE ALARMS. REVISED PAGE ONE SUBMITTED TO ADDRESS COMMENTS CONCERNING PLAN REEVIEW MUST BE SIGNED AND SEALED BY DESIGN PROFESSIONAL. I LEFT HIM A MESSAGE AT APPROX 2:00 PM ON 3/27/14, WITH NO RESPONSE AS OF 8:00 3/28/14. HE CAN EITHER COME TO MY OFFICE AND CORRECT THIS PAGE, OR RE -SUBMIT A CORRECTED PAGE. NOTE* THE REQUIRED 2ND REVIEW FEE OF 75.00 HAS BEEN WAIVED BY ME. 4 C N"T F L O R 1 D R Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Robert McCue Applicant: Dave Golden Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Type See Plan +60.0/-210.0 TruLite Series 580 FL #12625.5 See Attached Approval Windows Ya.�4$j LCP Mullions Fixed Glass e � Block Glass Skylightsa c�a See Plan +55.3/-111.6 TruLite Series 4000 FL #12634.2 See Attached Approval ! O Sliding Glass Doors See Plan +65/-65 Bldrs. Hdw. Fiberglass FL #11321 See Attached Approval Swing Type Doors— French Doors See Plan +37/-40 C1oPay Metal FL #15279 See Attached Approval U Garage Doors See Plan +54/-54 T & C Metal FL 12856 See Attached Approval Hurricane Protection Roof Ventilation Roofing Material -� c� �'�:�►/"��8� l3lJ��L !• MiG�af Flo, I�-0l_t !,,�G � EGG ��p -,Oka j 111111/ I have reviewed the above components or cladding and I have approved their use in is structure. These products provide adequ4 of ce �liv� wind loads and forces s eciried b current code provisions. \\ ° P Y P °��GEf�s�c'•°��, Jason W. Short P.E., M.ASCE Nos@RP18 ' Name: Signature: JLS Engineering Cons LLC CA 2868 h 2013 Design Prof: Cert. No. Date: Marc26 •° STATE OF 3/26/2014 Florida Building Code Online Date Submitted 02/15/2012 Date Validated 02/23/2012 Date Pending FBC Approval 02/29/2012 Date Approved 04/03/2012 Summary of Products Go to Page ................. 1 Page 1 / 2 FL # Model, Number or Name Description (11651. 0.032" Aluminum 5V Crimp _._._.._._. 0.032" 5 V Crimp Aluminum Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 Rl 1I Alum 5 V Crimp Details.pdf Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-108.5PSF Evaluation Reports Other: -108.5 psf @ 12" o.c. Install per manufacturers details. FL11651 Rl AE Alum 5V Crimp Panel over .5 Plywood NONHVHZ Roof 2010 Format.pdf Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.2 0.032" Aluminum Gulf Lok 0.032" Aluminum Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 Rl II Alum. Gulf Lok over.5 plywood Non HVHZ detail.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-116.OPSF Created by Independent Third Party: Yes Other: -52.5 psf @ 5 3/16" o.c. fastener spacing. -116.0 psf @ 5 Evaluation Reports 3/16" o.c. fastener spacing. Install per manufacturers details. Not FL11651 Rl AE Alum Gulf lock over 15-32 Plywood Roof 2010 format.Ddf for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.3 1" Mechanical Lock 1" Mechanical Lock 24 Ga. 16 1/2" Wide Roof over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 Rl II 1 Mech Lock 24 oal over .5 olv HVHZ detail.odf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-138.SPSF Evaluation Reports Other: -71.0 psf @ 24" o.c. clip spacing. -138.5 psf @ 6" o.c. FL11651 Rl AE 1 Mech Lock 24 aa. over .5 Plywood HVHZ Roof 2010 format.pdf clip spacing. Install per manufacturers details. For use in HVHZ Zones. Created by Independent Third Party: Yes .._....... _.._........... - _ __ _....___._.._.._....... ............ ..... _...... _...---- ............. _............. _.............. _................ _........ ....._........ _..... _._............. _........... _........ __.._... .___ ........._ ._ 11651.4 1" Mechanical Lock 1" Mechanical Lock 0.032" Aluminum 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 II 1 in Mech Lock Alum details.odf Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-101.OPSF Evaluation Reports Other: -63.5 psf @ 24" o.c. clip spacing. -101.0 psf @ 6" o.c. FL11651 Rl AE 1 Mech Lock Alum over .5 Plywood HVHZ Roof clip spacing. Install per manufacturers details. For use in HVHZ 2010 format.odf Zones. Created by Independent Third Party: Yes 11651.5 1" Snap Lock - 1" Snap Lock 24 Ga. Roof over 15/32" Plywood _.._............ ___............................. .._.._.._----------..._...__. Limits of Use _ - ___.. _. ..... _-__ Installation Instructions Approved for use in HVHZ: Yes FL11651 Rl II 24 as 1 in Snap lock over .5 olvwood HVHZ details.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-131.OPSF Created by Independent Third Party: Yes Other: -67.3 psf @ 24" o.c. clip spacing. -131.0 psf @ 6" o.c. Evaluation Reports clip spacing. Install per manufacturers details. For use in HVHZ FL11651 R1 AE 1.0 Snap Lock 24 oa. over .5 Plywood HVHZ Roof 2010 format.ndf Zones. Created by Independent Third Party: Yes 11651.6 1j 1.5" Mechanical Lock 11.5" Moedchanical Lock 24 Ga. 16" Wide Roof Panel over 15/32" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-123.5PSF Other: -59.75 psf @ 24" o.c. clip spacing. -123.5 psf @ 6" ox clip spacing. Install per manufacturers detals. For use in HVHZ Zones. Installation Instructions FL11651 RI II 24 oa. 1.5 in Mech Lock over .5 olvwood HVHZ details.odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 Rl AE 1.5 Mech Lock 24 oa. over .5 Plvwood HVHZ Roof 2010 format.odf Created by Independent Third Party: Yes 111651.7 1 1.5" Snap Lock 1 1.5" Snap Lock 24 Ga. Roof Panel over 15/32" Plywood Limits of Use Insta Approved for use in HVHZ: Yes_ FL11651' R1 Instructions in Snap Lock 24 Ga. details.pdf http://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQvdDgsQFc5K%2frrZeCSHgvv99R5wg7Hcg%2bx7rSerJJngBW2VGkQ%3d%3d 2/5 Force Engineering & Testing Inc. 19530 RambleAvood Drive I3umble,TX 77338 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, INC. 0.032"Aluminum 5V Crimp Roof Panel over 15/32" Plywood Florida Product Approval # 11651.1 R1 Florida Building Code 2010 Per Rule 9N-3 Method: 1-1) Category: Roofing Subcategory: Metal Roofing Compliance Method: 9N-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, Inc. 4020 S.W. 449rh Street Horseshoe Beach, Florida 32648 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID: 1920 Validator: Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1— 4 O C E NSF {� No.449 �. STATE OF ; smuorrto FZ o RI ID , CAA FL# 11651.1 R1 February 22, 2012 Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2010, Sections 1504.3.2. Product Description: 5V Crimp Roof Panel, 0.032" Aluminum, 24" coverage, through fastened roof panel with fasteners in the panel rib over Min. 15/32" Plywood decking. Non - Structural Application. Panel Material/Standards: Material: 0.032" Aluminum, 3105 H-24 conforming to Florida Building Code 2010 Section 1507.4.3. Paint finish optional Corrosion Resistance: Panel Material shall comply with Florida Building Code 2010, Section 1507.4.3. Panel Dimension(s): Thickness: 0.032" min. Width: 24" Coverage Rib Height: 3/8" major rib Panel Rollformer: Metal Rollforming Systems Panel Fastener: Substrate Description: Design Uplift Pressures: #9-15 x 1-1/2" Stainless Steel Panel Tite with sealing washing in the rib of the panel or approved equal, %" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6, 1507.4.4 Min. 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2010. Table "A" Maximum Total Uplift Design Pressure: 108.5 psf Fastener Pattern: 12"-12" Panel Rib Fastener Pattern Spacing: 12" O.C. *Design Pressure includes a Safety Factor = 2.0. ,`''.111111111, . 40 ' No.444 . STATE OF ; a •% Oki N A a '',,%%o FL# 11651.1 R1 February 22, 2012 Force Engineering & Testing Inc. 19530 Kamble\vood Drive Humble,TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2010, Section 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2010, as relates to Rule 9N-3. Performance Standards: The product described herein has demonstrated compliance with: ■ UL 580-06 - Test for Uplift Resistance of Roof Assemblies ■ UL 1897-04 - Uplift Test for Roof Covering Systems Reference Data: 1. UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0165T-11B 2. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization # AN ID: 1920) Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2010, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section 1507.4.5. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. N.0 E, O v ,A . • . fit► r� No. 444� / . 1.� • STATE OF ; .�•. ram. ,0 a FZ FL# 11651.1 R1 February 22, 2012 Force Engineering & Testing Inc. 19530 Ramblewood Drive Huinble,TX 77338 Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2010 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2010 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. 1111#$ N,C E. C. l9V tea' STATE OF 4 RI St* Of FIMJ& gym Nl��ti�� FL# 11651.1 RI February 22, 2012 0,032" ALUMINUM 5V CRIMP PANEL 24" COVERAGE (1) #9-15 x 1 1/2 STAINLESS STEEL PANEL TITE WITH SEALING WASHER p,- ItIf99B@Q®gBs State of Florida ,� . `G E E. a # 26778 �e ��(' ° ° r J ° • �Qi b i / N0.4 3'3 ° DPP ••m< lO i•°m`��o0 YONAL FEB 0 9 2012 . 3/24/2(Z14 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/25/2013 Date Validated 10/25/2013 Date Pending FBC Approval 10/29/2013 Date Approved 12/13/2013 ummwnr of Predua�o: '°•`a n" �' .�. FL # Model, Number or Name - Description.` 12856.1 0.050" Aluminum Stonn Panel 0.050" Aluminum Storm Panel with Optional Clear Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12856 R4 II Dwa09.pdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Shutter meets requirements for "Wind Zone 4" and Missile FL12856 R4 AE 02-09.Ddf Level "D" as defined in ASTM E1996. See installation instructions FL12856 R4 AE Eval rDt09.r)df for specific Design Pressure Ratings by size, additional use Created by Independent Third Party: Yes limitations and Installation instructions. Edge" Storm Panels- "Safety, Edge":Storm Panels, 28ga, (0.018"") Steel, 0.022" Alum (Perf'and Non.-Perf), Clear Polycarb,(Full and Half) , Limits of Use Installation Instructions Approved for use in HVHZ: No FL12856' R4 ,II Dwg3.Ddf ,,.Approved, for use outside HVHZ: Yes Verified By: Frank L:.Bennardo,.P_.E. P.E0046549 ', .:Impact Resistant: Yes '- Created by'In`dependentThird Party: Yes :.- 'Design Pressure: +54/-54 Evaluation Reports .'Other: This product:is not valid foruse within the HVHZ. See FL12856 R4: AE Eval Rbt3.Ddf Evaluation Report and;engineering,drawing for additional limitations Created by Independent Third,P,arty: ,Y,es and. conditions of use " 12856.3 0.050" Aluminum Stone Panel 0.050" Aluminum Storm Panel with Optional Clear Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12856 R4 II Dwo2.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Shutter meets requirements for "Wind Zone 4" and Missile FL12856 R4 AE Eval RDt2.adf Level "Was defined in ASTM E1996. See installation instructions Created by Independent Third Party: Yes for specific Design Pressure Ratings by size, additional use limitations and installation instructions. 12856 4.. ' Aluminum Hinged Storm Panel .050" Aluminum Non -Porous 'Hinged Stortn;Panel '; Limits ofUse Installation Instructions :Approved=for use InHVHZ:•Yes. FL12856 R4 II Dw4.�df Approved -.for useioutside'HVHZ: Yes Verified By: "Frank L. Bennardo PE#0.04'6549 Impact Resistant: Yes ",- ' Created by Independent Third Party: Yes Design Pressuree,_N/A 'Edaluatidri Reports Other Shutter, meetsrequirements•for "Wind .Zone 4" and Missile FL12856 Evale%RDt Ddf'` ' Level, D"as°defined. in ASTM E1996..See -instaHat ion'instructions ` , Created -by Independent Third;Party: Yes for specific Design Pressure Ratings by'siie, additional use limitations and Installation Instructions. aB _- iNext! Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ®'`heck M Ci itSArFdE http://www.floridabuilding.org/pr/pr app dfl.aspx?parant=wGEVXQwtDgvEmlfWvK4bEBhusG5p/p2bcgdcepVAOvlcydF6Hj9dM4Cnlhg%3dg/pad 212 "SAFETY EDGE" & POLYCARB STORM PANELS 28ga(0.01$") STEEL & 0.100' POLYCARB }--2° j PERFORATIONS •/\ 0:018" GALV STEEL �(\ (OPTIONAL) `0.378" \ "'� �Z SAFETY EDGE h�` 125" rSAFETYE j._3° ` N Sr�1.25°t ryh Jy II // 0.378" -4,844" T�4.844"-� COVERAGE 13.5" TOTAL WIDTH - STEEL STORM PANEL PROFILE SECTION r-2 0.100°POLY- 2°1 CARBONATE (t0.010") TI 1:216" 000, 5.000 12.5° COVERAGE 15° TOTAL WIDTH POLYCARB STORM PANEL PROFILE iC 4" = 1'-0" SECTION WIDTH UNLIMITED TOP MOUNT MOUNTING (CONN.AS REQ'D) SECTIONS I ' I w ' 0 wi Z y ap J W i $OTTOM rmmn� MOUNT" ---' nc vcn�n� i TYPICAL ELEVATION 1 N.T.S. �2"---f 0.018° GALV STEEL 0378° .� PERFORATIONS : ya cy, (OPTIONAL) IA TMEE GE I 4•844" }-6'COVERAGE-} 0.378" 7.531"TOTAL WIDTH. STEEL HALF -PANEL PROFILE 1 b 4 - 1 0• SECTION I 2"� 0.100`POLY- -�� CARBONATE 5.000"� 6.25"COVERAGE �8.413- TOTAL WIDTH POLYCARB HALF -PANEL PROFILE 1 d 4" = Y'-0" SECTION >,3/16- 0.085" MIN p p+. �. 0.875" THICKNESS ¢o^. s7 05/16" 1/420.ST11D5 -T- " p p.:1/2"� o .. AT 12" O.C. Yo I 0 ------- L 0;080" TYP OPTIONAL �_2.000"4 2 PERFORATIONS KEYHOLE PLAN 1 3°=1'p" ELEv STUDDED ANGLE O WASHER 1 T j i31 KEYHOLE PUNCH ELEV r o.w>s L o szr m 1 YP l ALUMINUM STEEL] -PAN CLOSURE CLOSURE, 2 4. 1._0, rJ 4" = I'-W GENERAL NOTES: 1) THIS SYSTEM HAS BEEN TESTEDAND EVALUATED AS A LARGE. MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION, FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER ASTM STANDARDS E330 E1886 & E1996 2) NO 33 1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT WIND LOAD DURATION FACTOR Cd 1 6 HAS BEEN USED FOR WOOD ANCHOR. DESIGN. 3) POSITIVE AND. NEGATIVE.DESIGN PRESSURES CALCULATED. FOR USE WITH"THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OFTHE 2010 FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN. PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 4) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5. SAFETY FACTOR. 5) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS: DETAILED. HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT' SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 6) THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS. 7) CLEAR POLYCARBONATE PANELS SHALL BE.ALTERNATED WITH 0.018" (MIN) GALV STEEL PANELS SUCH THAT NO -TWO POLYCARBONATE PANELS ARE ADJACENT TO EACH OTHER. 8) ALL PANELS SHALL BE INSTALLED USING KEYHOLE WASHERS IN CONJUNCTION WITH ALL MOUNTING CONDITIONS. 9) ALL GALV STEEL STORM PANELS SHALL HAVE MIN GALVANIZED THICKNESS t=0.018° CONFORMINGTO ASTM A653, STRUCTURAL QUALITY GRADE 40, WITH G60 GALVANIZED COATING AND MIN Fy=44.58 KSI. 10) CLEAR POLYCARBONATE. STORM PANELS WITH 12.5" COVERAGE SHALL BE MFD BY TRANSPARENT PROTECTION SYSTEMS, Inc., AND THOSE WITH 6,25" COVERAGE SHALI,BE MANUFACTURED BY TOWN & COUNTRY INDUSTRIES, Inc. ALL POLYCARB PANELS SHALL, BE EXTRUDED WITH MIN THICKNESS t=0.100" (10.010") AND SHALL BE FABRICATED FROM 100% G.E. SYNTHETIC THERMOPLASTIC POLYMER LEXAN RESIN #103-112 (UV STABILIZED) OR EQUIVALENT. THIS MATERIAL IS COMPARABLE TO G.E. LEXAN POLYMER SHEET#9034, AS APPROVED UNDER MIAMI-DARE COUNTY NOTICE OF ACCEPTANCE #03-0924.01. MINIMUM SYNTHETIC THERMOPLASTIC POLYMER TENSILE STRENGTH Fy=8.908 KSI, FLEXURAL STRENGTH Fby=12.90 KSI, &. FLEXURAL MODULUS IS 328.7 KSI. 11) ALL EXTRUSIONS SHALL BE 6063-TG ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 12) PANELS SHALLBEPERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER PANEL AS FOLLOWS: TOWN & COUNTRY INDUSTRIES FT. LAUDERDALE, FL ASTM E1886, E1996 & E330 MISSILE LEVEL D FLORIDA PRODUCT APPROVAL NUMBER 13) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING CORPORATION (CTCOF MIAMI, FL) TEST REPORTS #04-004, 904-005, &#04-006. 14) 'TOP & BOTTOM DETAILSSHOWN MAY BE INTERCHANGED. AS FIELD CONDITIONS, DICTATE. PANELS'MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 15) ALL BOLTS & WASHERS SHALL BE ZINCCOATED'STEEL, GALVANIZED STEEL, STAINLESS STEEL, OR 2024-T4 ALUMINUM ALLOY WITH A MINIMUM TENSILE YIELD STRENGTH OF'33 KSI. tm- `mg� j 3 Iu 3 m �w� 3 I EXISTING HOST _ STRUCTURE. ANCHOR PER ANCHOR SCHED rn MINIMUM z IEPARATION,� n PER SCHEDULE S y�gv4"MAX 1/4-20. x 3/4" wpS.S.STUDS AT 12" Q.C. EMBED ANCHOR PER ANCHOR SCHEDULE i1 MOUNTING SECTION J 3" SPAN SCHEDULE 2so (0.018") GALV STEEL PANELS MAX LOAD: +54.0 psf MAX SPAN: 9'-2° (ALL MOUNTING CONDITIONS) MIN SPANS: 26" (DIRECT MOUNT TOP &'BOTTOM) , 16" (ALL OTHER CONDITIONS) 0.100" CLEAR POLYCARBFULL-/HALF-PANELS MAX'LOAD% t54.0 pssf MAX`SPAN: 9'-2" (ALL MOUNTING. CONDITIONS) MIN SPANS: 24" (DIRECT MOUNT TOP &BOTTOM) 1S- (ALL.OTHER CONDITIONS) i EXISTING HOST STRUCTURE TYP 1/¢ Ll/4.. OVERN L OVERLAP ANCHORS AT 17" O.C. (USE ANY ANCHOR FROM ANCHOR SCHED) 2 TRAP MOUNT CLOSURE 2 - 3" = 1'-0" - - PLAN VIEW 1 1/4" 1/4" MAX - MAX rt EXISTING HOST STRUCTURE 3 WALL MOUNT CLOSURE' Z 3-=1'-0" PLAN VIEW GLASS SEPARATION SCHEDULE (REQUIRED ONLY IN ASTM WIND ZONE:4 AND ESSENTIAL FACILITIES) 28aa f0:018°) GALV STEEL PANELS MIN. GLASS SEPARATION FOR INSTALLATIONS AT OR BELOW 30' ABOVE GRADE: 5.375" • MIN. GLASS SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE: 5.375" 0.100" CLEAR POLYCARB FULL -/HALF -PANELS • MIN. GLASS SEPARATION FOR INSTALLATIONS AT OR BELOW 30' ABOVE GRADE: 7.3507 MIN: GLASS. SEPARATION FOR INSTALLATIONS GREATER THAN 3O' ABOVE GRADE: 5.375" f BEND PANEL AROUND ,PiyC CORNER & STITCH TO - ADIACENT :PANEL & WASHERED WINGNUTS AT 24' O.C. (TYP) FASTEN PANELS TO yE EXISTING HOST HOST STRUCTURE OR VAR . STRUCTURE TOSTUDDED ANGLE (TOP & BOTTOM) AT CORRUGATION VALLEY . CLOSEST TO. CORNER (EACH SIDE) �1 CORNER CLOSURE Z N.T.S. .PLAN VIEW GLASS SEPARATION SCHEDULE NOTES: 1. GLASS SEPARATION SCHEDULE PROVIDES MINIMUM SEPARATION DISTANCE REQUIRED BETWEEN EXTERIOR FACE OF GLAZING (OR OTHER PRODUCT BEING PROTECTED) AND. INTERIOR FACE OF INSTALLED STORM. PANEL. 2. SEPARATION DISTANCE PER THIS SCHEDULE IS REQUIRED`FOR USE WITH POSITIVE LOADS ONLY. 3. SEPARATION FROM GLASS IS REQUIRED ONLY WHEN INSTALLED WITHIN. ASTM WIND ZONE 4 AND ESSENTIAL FACILITIES. 1 1/4"y MAX 4 S ANCHORS AT 17" O.C. (USE ANY ANDHOR FROM ANCHOR SCHED) EXISTING HOST STRUCTURE BUILD -OUT 5 MOUNT CLOSURE �2. 3'°=-V-0" PLAN VIEW 0 k O ANCHOR NOTES: 1) "ELCO PANELMATE" ANCHORS MAY BE ELCO FEMALE PANELMATE OR ELCO PANELMATE PLUS, AS ILLUSTRATED. - 2) ENSURE MINIMUM 2".EDGE DISTANCE FOR ANCHORS TO CONCRETE & TO HOLLOW BLOCK. EDGE DISTANCE OF 3/4- IS ACCEPTABLE FOR ANCHORS TO WOOD, WITH THE EXCEPTION OF PANELMATE ANCHORS FOR WHICH 2" MIN EDGE DISTANCE IS REQUIRED. FOR PANELMATES TO WOOD WITH 3/4' MIN EDGE DISTANCE, ALLOWABLE SPACING SHALL BE 6" O.C. 3). MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 4) ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5) ALL CONCRETE ANCHORS SPECIFIED HEREIN SHALL BE INSTALLED TO NON -CRACKED CONCRETEONLY. 6) WHEREEXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7) 'WHERE ANCHORS FASTEN TO. NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED' IN CENTER OF NOMINAL 2x4 (MIN) WOOD STUD (I.e. 3/4' EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE" G=0.55 OR GREATER DENSITY, UNLESS OTHERWISE NOTED. 8) ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SMALL APPLY. 9) MACHINE SCREWS SHALL HAVE MINIMUM OF 1127 ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD("SIDEWALK BOLT") U.N.O. ANCHOR'SCHEDULE G Cis LOAD Spans Spans i N ANCHOR Up To 4-0" Up To 9'-2" 1/4" ITW TAPCON W/ 1-314" 33 16.0" 16.0" EMBED (3192psi MIN CONC) 38 _ _1&W _ _36.0" _ 54 I6.0" 16.0" 1/4" ELCO ULTRACON 1-3/4" 33__I 16 0 16.0, EMBED (2846ps1 MIN CONC) _ --- _ Ifi:O' _ !u _47__ _16.0"__ _I6.0"_ s 54 16.0" 16:0" z 1/4- PANELMATE(PLUS OR 33 16.0" 16:0" u FEMALE) x 1-314" EMBED 38 --- - _ _ (3350ps1 MIN CONC)99- - � 54 16.0" 16.0" 1/4" ALL POINTS SOLID -SET 33 16.0" 16.0" ANCHORPS1 1 7/8" EMBED HOR ---'-- -"----- 16.0 ''------ 16.0 " (30 MIN CONC) _ 6- _ _ 54 54 16.0" 16.0" G Spans Spans G ANCHOR LOAD (PSI) Up To Up To. _ 5'-0" 9'-2" 1/4" ITW TAPCON W/'1-114" '33 16.0" 9.9" EMBED ... ..... - ------' - .� "'-'- 54 .11.1 6.1" 1/4' ELCO ULTRACON W/ 33 '16.0" 11.1" Y 1-1/4' EMBED ------- 38 _______ 16.0" --- _____ 96"__ o 47 - 14.3" J 8" 54 1/4' PANELMATE (PLUS OR 33 16.0" FEMALE) x 1-1/4' EMBED 38 16.0" 5" 14.47 .... __-------- 54 16.0" -------- 10,2" I/4° ALL POINTS SOLID -SET 33 16.0" 16.0" ANCHORX 7/B' EMBED -' 38 "-"'-' 16.0" 16:0" 47 16.0" 15_9" 54 16.0" 13:9" G LOAD Spans Spans ow xw ANCHOR (PSI) Up To 5'-0'. Up To 9'-2" 1/4" TAPCON OR x14 WOOD 33 16 0 15 2" SCREW x 2" EMBED 38 16.0" ----- 13.2" 47 16.0" 10.7 " r - 54 - 16.0" 9.3" N> c� 1/4" PANELMATE (PLUS OR FEMALE) x 1-7/8" EMBED 33 -36 16.0". _16.0"_ vv (2" MIN EDGE DISTANCE) -'- - ------' '--'--- 47 16:0" 0 (3 54 16.0" 16.0" O a 1/4' LAG SCREW x 2" THREAD EMBED 33 _ 16x. } 38 16.0" 13.4" 47 16 0 54 16.0 9.5" �--� ANCHOR LOAD '(psM Spans OPTO 5._0., Spans Up To 9._2�. 1/4, ITW TAPCON OR ELCO ULTRACON x 2' EMBED e1- w ® 33 38 16.0" 16.0" 13.5" 11.7" 47 16.0" 9:5" 54 15-- 8:3" Z-. f v 1/4' PANELMATE (PLUS OR FEMALE)X 1.7/6" EMBED (2" MIN EDGE DISTANCE) ' 33 16:0" 13.1" 38 1610" 11:4" 47 16.0' 9.2" S4 14.7" 8.0" %U p E O w 3 m'. 1/4" LAG SCREW x 2" EMBEDMENT }EMBEDt 33 16.0" 16.6" 38 16.0" 16.0" 47 16.0" 13.5' 54 16.0" 11.8" 1/4. 19-8 STAINLESS STEEL ( HANGER BOLT x 2" EMBED } EMBED t 33 16.0" 16A" 38 16.0" 16.0" 47 16.0" 13.5" 54 16.0" '11.8" Q z Lm W W 3 rL 'UJ_ 'DW .• ,.i0$ S n 05-TCM-0001 3/.?4/2014 Florida Building Code Online 77 12634.1 7 7 Series 1900 Aluminum Sliding Glass Large and small missile Impact resistant with monolithic laminated Door glass Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate Approved for use outside HVHZ: Yes FL12634 R1 C CAC 12011829Certodf Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/18/2013 Design Pressure: +80/-120 Other: See Installation Instructions for configuration/span vs. Installation Instructions FL12634 design pressure rating combinations, installation details and 111 II 12011829Install odf Verified By: Miami -Dade BCCO - CER product particulars. Glass lites wider than 36" shall have two Created by Independent Third Party: setting blocks per FBC requirements Evaluation Reports Created by Independent Third Party: .Series 4000 Aluminum Sliding Glass. Non impact resistant with monolithic glass Door Limits of Use Approved for use in' HVHZ: Yes Certification Agency Certificate Approved for use, outside HVHZ: Yes FL12634 Rl C CAC 12011830Ce n�F Quality Assurance Contract Expiration Date Impact Resistant: No 07/22/2016 Design Pressure:-+55 3/ 111.6 . Other. For use outside HVHZ, the maxmxlm pressure'is limited to Installation Instructions +/-46.0'psf (Load Test). Glass lites wider than 36" shall have two FL12634 RI II 120118 oInstall.odf Verified By:,Miami-Dade BCCO - CER setting blocks per FBC requirements Created by Independent ThirdParty: Evaluation Report's Created by Independent Third Party: 12634.3 Series 4100 Aluminum Sliding Glass Large and small missile impact resistant with monolithic laminated Door glass Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate Approved for use outside HVHZ: Yes FL12634 R3 C CLC-1201183lCert odf Quality Assurance Contract Expiration Date P Impact Resistant: Yes 07/08/2014 Design Pressure: +60.0/-60.0 Other: Glass lites wider than 36" shall have two setting blocks Installation Instructions FL12634 per FBC requirements R1 II 120118 1Install.°df Verified By: Miaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: �Bac iNaxt� Contact Us :: 1940 North Monroe Street Tallahassee F a»oo phone: 850-487-1824 The State of Florida Is an NVEEO employer. COOyright 2007-2013 State of Florida :: PrWacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please crick here . Product Approval Accepts: ® eCheck M Credit 21A FEE http://ww,v.floridabuilding.org/pr/pr app dtl.aspx?parani--wGEVXQwtDgtWS%2ftP/e2fpAtoDthjTrLBItgRYi11M1CM%2bAzil918dsOgQ%3d%3d 212 y Y , MIAMI-QADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmldade.gmdpern/ Trulite Window & Door Solutions, LLC 8130 NW 74'" Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested. for quality, assurance.: purposes. If this. product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 4000 Aluminum Sliding Glass Door APPROVAL DOCUMENT: Drawing No. W97-12 Rev F, titled "Series 4000 Alum SLD. Glass Door (N.I.)", sheets 1 through 9 of 9, dated MAR 20, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-D'a& County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. Approved applicable Hurricane Protection Devices, complying w/ FBC are required Limitations: 1. The Design Pressure chart w/ reinforcement is applicable for 2-track panel configurations OX or XO only (see sheet 3 of 9). 2. Anchors are in pairs at each location of elevation at head, jambs and sill. Frame & panel corner, fixed clip and installation anchors to be sealed with seam sealer. 3. Wedge gasket item # 7 (YH-4004) is Teknor Apex Co's mat'l ( Apex-3174) by Meltpoint Plastic, Inc. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negativelyaffectirrg-the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-0110.01 (former Arch Windows, LLC dba AWP) and consists of this page I and evidence pages E-1 & E-2, as well as approval- document`mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 12-0118.30 MIAMI-DADECOUNTY Expiration Date: July 22, 2016 °'(ry\xti Approval Date: March 22, 2012 M� Page 1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections( transferred from file # 11-0110.01) 2. Drawing No. W97-12 Rev F, titled "Series 4000 Alum SLD. Glass Door (N.I.)", sheets 1 through 9 of 9, dated MAR 20, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of FBC 2010 notes, gasket spec & Co. name change) B. TESTS (transferred from file # 11-0110.01,10-0518.08 & 07-0808.09) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5175, 07/14/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS'202-94 along with marked -up drawings and installation diagram of an aluminum 'sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2284, dated 2/15/99, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #02-0927.12 Yale Ogron Mfg) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI.-1393 (report#7), specimen #A1, A2 & A3, dated 04/19/1996, signed and sealed by late Gilbert Diamond, P.E. (Submitted under NOA #02-0927.06 Yale Ogron Mfg) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Construction Research Laboratory, Inc., Test Report No. CRL-6392, dated April 17, 1997, signed and sealed by Nariman S. Balsara, P:E.(Submitted under NOA #01-0607.03 Yale Ogron Mfg. Co) C. CALCULATIONS 1. Statement letter of conformance to FBC 2010 and "No change except code revision notes & Company name change", prepared by Al-Farooq Corporation, dated 01/05/12, signed and sealed by Javad Ahmad, P.E. " 2. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated 03/30/09, signed and sealed by late Dr. Humayoun Farooq, P.E., supplemented by statement compliance to FBC 2007, dated May 04, 2010, signed and sealed by Javad Ahmad, P.E. 3. Glazing complies w/ ASTME-i300-02 & -04 lshaq I. Chanda, P.E. Product Control Examiner NOA No 12-0118.30 Expiration Date: July 22, 2016 Approval Date: March 22, 2012 E-1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs_(PERA). E. MATERIAL CERTIFICATIONS 1. Technical material properties data sheet from Tekno Apex Co's APEX-3174, flexible PVC per ASTMD- 2240, ASTMD638 and ASTMD2240. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and "No change except code revision notes & Company name change", prepared by Al-Farooq Corporation, dated 01/06/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance to FBC 2007 and letter of no financial interest, prepared by Al Farooq Corporation, dated 05/04/10, signed and sealed by Javad Ahmad, P.E. (transferred from file # 11-0110.01) 3. Statement letter dated 03/15/12 issued by Melt Plastic Int'l. Inc, conforming of flexible PVC raw material being Teknor Apex-3174 for manufacturing of Trulite's gaskets YH-621 & YH-4004, signed by John Bravo. 4. Statement letter of compliance, part of the above referenced test reports. 5. Sales agreement between AWP, LLC (seller) and Arch Aluminum & Glass Enterprise, a Delaware Corp (purchaser) dated Jan 14, 2010, signed by Leon J. Silverstein and Wm, Robert Wright, respectively. 6. Certificate of registration of Arch Windows, LLC in State of Delaware, dated 02-03-10. 7. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02-04, 2010, managed by Arch Intermediate Holding, LLC. 8. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. 9. Asset purchase agreement dated 11/01/06 among AWP, LLC (Buyer) and Yale Ogron Windows & Door Inc. (seller), signed by Leon J. Silverstein and Manny Valladares, respectively. 10. Statement letter dated March 25, 2010, issued by Arch Windows, LLC that it has purchased all assets of AWP, LLC effectively Jan 29, 2010,. signed by Leon Silverstein, President/CEO (Arch Windows, LLC). G. OTHER 1. This NOA revises NOA # 11-0110.01, expiring on July 22, 2016. 2. Test proposal dated 07/17/06 & 04-02-07, approved by BCCO. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12-0118.30 Expiration Date: July 22, 2016 Approval Date: March 22, 2012 E-2 DESIGN LOAD CAPACITY - PSF P NOMINAL INCHES DOOR HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING EXT. (+) INT. (-) EXT. (+) INT. (-) 24 30 38 42 48 54 80-1/2 50.7 . 93.1 55.3 111.6 50.7 78.5 55.3 93.4 50.7 68.6 55.3 81.5 50.7 61.7 55.3 73.4 50.7 56.9 55.3 67.6 53.4 65.3 63.5 24 30 36 42 48 95-1/2 55.4 55.3 66.3 51.8 55.3 62.4 L46. 47.4 55.3 56.5 46.0 54.3 54.3 46.0 53.5 53.5 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 p 3/15" TEMPERED GLASS F E" z m s \ 7 I: 1� n: 0 GLAZING DETAIL SERIES 4000 ALUMINUM SLIDING GLASS DOOR DESIGN LOAD CAPACITY FOR DOORS TO BE AS PER CHARTS SHOWN ABOVE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. HEAD/SILL CORNERS I A` I f I V f 0 HEAD/SILL I I I u le S m� �rc n B 1p DOOR WIDTH HSILL CORNERS 1 Al I I 0 HEAD/SILL Cl 01 Et Ft G1 to 8 z °I g B7 DOOR WIDTH J DOORS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. 0 2012 �V m Z QD 0 O Od 08 Vo OO;p aQo8 00 z C, c 0 0 � N tNi� O � N 8 In Eco `:I F M v Z m w � MQ K = W Lm2� FRORUCF RLVISW r "plyin4 with the FINII& p.ldi � � kpi.aw,Hn„K�us.1f.�-rat�IL MONOLITHIC GLASS U ao NON IMPACT n o I o n� drawing no. W97-12 0 x x 0 0 x b0 o xg.��� g•.�� O to x S O T c a m C `doe: 07-07-97 .0., I �. bY• WWID i \l� U no gote Y e9cn ion C 05.02-07 DTI.B. REV. D 102M.091 1 UPOT—M FOR 2007 FBC E 12105.121 MANUF, NAME RLVb^EO F 12T3.11 MANUF. WWE REVISED n >i 0 x SERIES 4000 ALUM SLD. GLASS DOOR (N.I.j J AL-FAROOQ CORPORATION ENGINEERS &PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL(305) 2648100 FAX(305)262-6978 a f TRULTTE WINDOW & DOOR SOLUTIONS, LLC 8130 N.W. 74TH AVE. MEDLEY, FL. 33166 TEL (305) 887-2646 FAX (305) 883-1309 COMP -ANC W97-12AWP 0o N I 0 0 x x 0 0 ox ILInX 2 I Z 4...� Q..c.• ■ �n'�, I■ilil�l■I _ a€ J ■11 ■ � x 0 [_1 x Fi x ro H N t7fl, I c y O r &4 o y 5 eaon ion SERIES 4000 ALUM SLD. GLASS DOOR (N.I.) AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT UPDATED FOR 2007 FBC 8130 D°s iWINDOW do DOOR SOLL�iIONS, LLC sS.W.87AVE f' 130 N.W. 74TH AVE. MIAMI, FLORIDA 33174 MM/i UF. NAME REYSED MEDLEY, FL 33166 TEL. 305) 26"100 FAX (305) 262-6978 �I ANUF. NAME ReIASID 7FL. (305) 887-2646 FAX (305) 883-1309 COMP—ANL W97-12AWP TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS W PAIRS SEE ELEV. FOR SPACING e d TTAA MIAMI-DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS METAL SEE ELEV. FOR SPACING 7T STRUCTURE TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 'nW FOOD BUCKS AND METAL STRUCTURE NOT BY TRULTTE 1/4" DIA. TAPCONS BY ]- OIA. ULTRACON BY 'ELCO' (FU-177 KSI, Fy-155 KSI) UST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES NO TRANSFER THEM TO THE BUILDING STRUCTURE. 1-3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO GONG. OR MASONRY rMODUCF F3 v45k 1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 0.eapPly.d iIhampforw IINNA` Copt. DIRECTLY INTO CONC. OR MASONRY Agoeptou"NaI?^Otl ;36 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ' j INTO METAL STRUCTURES I� STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) 1� 3' WDE CLIP THICK ALUM ALUMINUM 1/8" THK. MIN. (6063—T5 MIN.) .725 pp H (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I� LOCATED ON THE CENTERpANEL ;I (2) f to x 1' stas EActl wqY N12 SMS OR SELF DRILLING SCREWS INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) 5 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. Engr, JAVAD -AHMAD CONCRETE fc = 3000 PSI MIN. FL0. PEE # 70592 MASONRY f m — 2000 PSI MIN. C.A.N. 35W &IM2 0 2012 3 TRACK DOOR DETAILS drawing no. 11 W97-12 11 4 3 HOV. PANEL WIDTH TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING I 14 X 1-1/4' SMS i/ CUP 30 O 3 CUPS/ JAMB O O RETICULATED FOAM O © Z 1-1/2' X 7/8' PILE PADS AT O W 1/4• MAX. 13 17 - TOP do BOTTOM OF INTERLOCKS 1/4' SHIM u SHIM 43 2D 3 15 MAX. Q a N a O o O 0 U : G C t n 31 .... 15 v G 1`, ' 41 '.i:• ... O CI 35 ?:%•' ' . a e ..................... .._.._.._.._.._.._._... .n z LL N O ----_- i_ QW3 4 31 19 - .I OOQ J . e ... ® SILL Q w EE s: .._.._.._.._.. .._.._,._.. a .. .-. U $ • •a .. 23 40 © .. n� •• _ ro w I s Z (J)10 SMS INTO W000 3/4 X 1-1/2 X 1/8' 9 �a� ALUM ANGLE 4' LONG (2) #10 SMS 3/16' X 1-1/4' TAPCONS AT TOP & BOTTOM 71BY INTO MASONRY FM PANEL WIDTH WOOD BUCK 3O ^ n N (2) #10 SMS INTO WOOD G n 3/16, X 1-Il MASONRY $ EXTERIOR 0 W n DOOR WIDTH w a0 LEI 1/4- MAX. O METAL STRUCTURE SHIM 1/4' MAX. SHIM 8 B 211Y WOOD BUCK WOOD srRucru rWOUCT RVVVW0 •• wMplyly w11¢ lk FIwW Win. 12-DIY •30 � � � Do" �og� 0 - q Er�.: J V AHW CmLFM PE If 70591- 4 N 0 ,d,�r/owing no. TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS M 22 0 2OIZ gr —' 2 SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 3 TRACK DOOR DETAILS sheet 5 of 9 TYPICAL ANCHORS IN PAIRS '4- X 7/16- ) ALUM 2-1/2' (2) PER FIX. PANEL STEEL REINF. ONLY) SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 51 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING MIAMI—DARE COUNtt APPRaVEO I TYPICAL ANCHOR MULLION do MULLION ANCHORS SEE ELLy FC SEE SEPARATE NOA v � M tr Y� M ® TYPICAL ANCHORS IN PAIRS Y 'TYPICAL ANCHORS: SEE ELEV. FOR SPACING m 27 SEE ELEV. FOR SPACING o m CLIP "c" 1 /9 DIA. TAPCONS BY 'ITN' to i-1/2' X 2' NOTCHED AS SHOWN 1/4" DIA, ULTRACON BY 'ELCO' (Fu 177 KSI. Fy=155 KSI) 0 Ix INTO 2BY WOOD BUCKS OR WOOD STRUCTURES d w 1-3/8" MIN. PENETRATION INTO WOOD ¢(a THRU 1 BY BUCKS INTO CONC. OR MASONRY 3 V M 1-1/4" MIN. EMBED INTO CONC. OR MASONRY $ nJ WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE DIRECTLY INTO CONC. OR MASONRY z m MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1-1/4" MIN. EMBED INTO CONC. OR MASONRY n o n AND TRANSFER THEM TO THE BUILDING STRUCTURE. M w #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Iw W g INTO METAL STRUCTURES cam, STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) f3 8 2 TRACK SILL o 2 3 XX OP11ON ONLY #12 SMS OR SELF DRILLING SCREWS N 3" WIDE CLIP .1z5 THICK ALUM - INTO ML4M1-DADE COUNTY APPROVED MULLIONS MIN. THK. = .090 E WW aWa 1 CLIP PER EACH FIXED PANEL Ii i ( "i LOCATED ON THE CENTER i ii (NO SHIM SPACE) m (2) iP 10 X 1/2 SMS EACH WAY TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. ekopLICP pg AW INTO WOOD STRUCTURE = 1" MIN. rYbl�{wINIMAw11� m S INTO METAL STRUCTURE = 1/2" MIN. t"M016 m o Aw 28 lN 2-0L1 7-0wM- CONCRETE f e - 3000 PSI MIN. o MASONRY f'm = 2000 PSI MIN.�.t. Engn JAVAD MMAD. e 3 CIVIL 'j �i 1FIA PE i 70582 0 CAN. 538 IX 2012 drawing no. A W97-12 2 TRACK DOOR DETAILS she Aof Qf Q a C 1 D 1 RETICULATED FOAM El GE SIUCONE BETWEEN LOCK SEALANT STILES F 1 TYPICAL ANCHORS 1N PAIRS G 1 SEE ELEV. FJSPACI..NG Ipy'� I Z j 14 X 1/2° SMS 1/ CLIP 3 CLIPS/ JAMB 2-1/2° X 7/B" PILE PADS AT TOP BOTTOM OF INTERLOCKS RETICULATED FOAM BLOCK (BOTTOM OF° 1/4' SHIM Z A Z E • AT ASTRAGAL MAX. a f N 1/4" MAX., 17 29 44 a O IN M o SHIM.. 15 d o e..M ... V6�m� ... J Q �ry1 a _ W ei Q E yJ1 F Lj 23 • � O ' 1/2 X 1/2 X 3/18' •"'�' - V� 2 f1 10 SMS 3/ CLIP ALUM ANGLE 4" L.ONG 2 AT TOP & BOTTOM 1BY O o O m WOOD BUCK rn 0 10 SMS 2X2X1/8" EACH ALUM CUP 1° LONG 3- X 1-1/2" RETICULATED FOAM BLOCK AT TOP & BOTTOM OF ASTRAGAL O 2 WAY AT SILL ONLY o � METAL O J STRUCTURE g h - W J �� 1/4" MAX. 1/4" MAX O SHIM � SHIM 2BY WOOD BUCC q 8 OOD STRUCTU E rnTwucv TTICVI$iB I� eiM L6r Fbrrbk Cadr D _ -oil �•.�� o �� vi [gill wAr. 8 N,6 N w R Co O Frgr: .WMAD 0 0 TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS CNTL ' CM//L & F'37059y, C.AH. 538 I iv 33 SEE ELEV. FOR SPACING SEE EIiV. FOR SPACING v o o O drawing no. AR' 2012 W97-12 2 TRACK DOOR DETAILS sheet7of 9 u V Vl " O N O A O Ky� N_.�dIIII O IIII�--� A V �O I� 0 qq mm N m Do mm O 4 rD I m I IIIII�.NJ11 GD 1 Ij G N O W IC DI pO Gpm m U~i0 O N NN 4N LJ V N N m C n `dale: 07-07-97 � � scok: 1/z• � 1. v dr. �j: NAVID %i � Mk br• no 0 e02 esOn Ion C 08.02.07 NO CFLWCE THIS SREEf D 02.25.08 UPDATED FOR 2007 FBC E 05.06.10 I UF. NAVE REVGM F 12.2J.fi WANUF. NAYS REV5EO SERIES 4000 ALUM SLID. GLASS DOOR (N.I.) TRULIiE WINDOW do DOOR SQ=ONS, LLC 8130 N.W. 74TH AVE. MEDLEY, FL. 33166 TEL (305) 887-2646 rA% (305) 883-1309 e o� c AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT =35 S.W. 87 AVE MU1MI, FLORIDA 331.74 TEL (305) 264 SIW FAX (305) 262-6978 1 YE-320 FRAME HEAD (3 TRACK) ALUMINUM (6063-TS) IA YE-304 FRAME HEAD (2 TRACK) ALUMINUM (6063-TS) 2 YH-4004 FIN SEAL W'STRIPPINC (.187° X .250) ULTRAFAB 3 YH-4002 TOP SLIDE GUIDE NYLON 6/6 SECURITY PLASTICS INC. 4 YE-307 PANEL TOP RAIL ALUMINUM (6063-TS) 7 YH-4007 VINYL GASKET FOR 3/16" GLASS M0.TPOIM PLASTICS INC. (TEKNOR APEX) B YE-308 MOVING PANEL BOTTOM RAIL ALUMINUM (8083-T5) 9 7F-27A BOTTOM RAIL ASSY. SCREW 8 10-32 % 7/8" PH. MACH. SCREW 10 YH-4031 ROLLER ASSEMBLY ALUM MOUSING WITH STEEL WHEEL 11 YE-375 FRAME SILL (3 TRACK) ALUMINUM (6063-TS) 11A YE-374 FRAME SILL (2 TRACK) ALUMINUM (6063-T5) 11B YE-373 FRAME SILL {2 TRACK) ALUMINUM (6063-TS) 12 YH-4005 ROLLING PANEL SILL W'STRIPPING SCHLEGEL SK7004-510 OR EQUIV. 13 7E-321 FRAME JAMB (3 TRACK) ALUMINUM (8083-T5) 13A YE-303 FRAME JAMB (2 TRACK) ALUMINUM (6063-T5) 14 YE-377 FIXED PANEL CLIP (TYPE A) ALUMINUM 2" LONG, 3/ JAMB 15 YE-J25 PANEL HEAVY INTERLOCK STILE ALUMINUM (6063-TS) 17 YE-344 PANEL HEAVY ASTRAGAL STILE ALUMINUM (6063-TS) 18 YH-25 ASTRAGAL ASSY SCREW BB X 1/2" P.H. SMS 19 YH-4010 FIXED END STILE WEATHERSTRIPPING CUSTOM PLASTICS O42-1 (VINYL) 22 - SCREEN OPTIONAL 23 YH-405J MOVING PANEL SILL &TRACK CUP (TYPE B) ALUMINUM (1/2"X1-1/2"X3/16"%4" LONG) 24 YH-4034 BRACKET TYPE 'B' ALUMINUM {2"%2°X1/89(1" LONG) 27 YH-4055 FIXED PANEL UPPER CAP (TYPE C) ALUMINUM (2"%2°X1/8"%7" LONG) 26 YH-4054 CENTRAL FIXED PANEL CLIP (TYPE D) ALUMINUM (2°%7/B"X1/B"%J° LONG) 29 YE-301 PANEL LOCKING STILE ALUMINUM (606J-TS) 30 YE-J79 ��V 42 m m F: _ a IL U �' 4 �a Ot a O a0W Oaao O MOM Q LL N IL Lu y g- ..�(V'ID QWs� O Z yZ� $ O b R C 42 U' 9 ¢(_ F M M gn o 40 v Z 7 W :3 O v d _ W W J W fXl r N O FRAM CORNER DETAI ¢ c r urr RtVMD o r «#t�rme"m iberlw" - ,i7.12-m�K3�b �a Mb ilYltl�ee � y o $ o N � W V 0 n Engn JAV AHMAO I °a CNL 3 •FIA. PE 33 c \ 3 ;' CAN. 638 O drawing no. 2 0 2D12 W97-12 PANEL CORNER DETAILS sheet 9 of 9 ITEM N0. PART NUMBER DESCRIPTION MATERIAL/REMARKS FITr XED PANEL m •a v .30/2014 Florida Building Code Online 12625.1 Series 10000 PVC Tilt Single Hung Large and small missile impact resistant with Insulated laminated glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12625 R1 C CAC 12011819Cert.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/22/2014 Design Pressure: +70/-70 Installation Instructions Other: Glass lites wider than 36" shall have two setting blocks FL12625 R1 II 12011819Install.odf per FBC requirements Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12625.2. Series 10000 PVC Tilt Single Hung Non impact resistant with insulated glass Limits'of Use Certification Agency Certificate Approved for use in.HVHZ: Yes FL12625 Rl C- CAC %1Y 011820Cert:odf Approved for use outside HVHZ:'Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/22/2014 Design Pressure: +65/-125 Installation Instructions Other: For use outside HVHZ, the maximum pressure is limited to FL12625 RI II 1201'182OInstall.Ddf +/-65 psf (Load Test). Glass lites wider than 36" shall have.two 'Verified By:, Miami -Dade BCCO - CER setting' blocks perFBC requirements Created' by Independent Third,Party Evaluation Reports .".. .•' Created. by Independent Third Party: 12625.3 Series 1700 Aluminum Single Hung Large and small missile impact resistant with monolithic laminated glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12625 Rl C CAC 12011817Cert.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/29/2014 Design Pressure: +90/-140 Installation Instructions Other: Glass lites wider than 36" shall have two setting blocks FL12625 113 II 12011817Install.Ddf per FBC requirements Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12625.4 Series 2500 Aluminum'Single Hung " Large and small missile impact, resistant with monolithic laminated glass limits.of.Use" Certification Agency Certificate. ;Appro4ed for use in HVHZE Yes FL12.625 `Rl C CAC • 12011818Cert odf."„ Approved for use outside,HVHZd Yes Quality Assurance Contract Expiration Date Itnpact Resistant:"Yes 12/01/2015 `Design Pressure: +70/-90 Installation Instructions Other: Glass lites wider than 36" shall have two setting blocks FL12625, RI II '120118181nstall.odf'` per,FBC requirements " . Verified By:; Miami -Dade' BCCO.= CER . Created by `Independent Third Party: " Evaluation Reports", Created by Independent.Third Party:, Series 580 Aluminum Single Hung Non -impact resistant with monolithic glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12625 RI C CAC 12011816Cert.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/14/2012 Design Pressure: +60.0/-210.0 Installation Instructions Other: For use outside HVHZ, the maximum design pressure is FL12625 RI II 12011816Install.odf limited to +/-60 psf (Load Test). Glass lites wider than 36" shall Verified By: Miami -Dade BCCO - CER have two setting blocks per FBC requirements Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of'Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter455, F.S., please click here . Product Approval Accepts: RIM CreditSAftl FE http:l/www.floridabuilding.org/pr/pr app dtl.aspx?pararrl=wGEVXQwtDgtldS°/g2fil°/g2FpAtoEsfpPk�nynl6lzvZldzEUGcAmBQOB5XhbW%3d°/g3d 213 M AM MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlAmidadc.goy/perm Trulite Window & Door Solutions, LLC 8130 NW 74t" Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ.- (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements 'of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11580" Aluminum Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. W96-38, titled "Series 580 Alum Single Hung Window (N.I.)" Sheets 1 through 5 of 5, dated 10/10/96 with revision H dated 12123/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade' County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA. number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION; A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-0518.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE CouNOA No.12-0118.16 Expiration Date: November 14, 2012 Approval Date: March 15, 2012 Page 1 Trulite Window & Door Solutions LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W96-38, titled "Series 580 Alum Single Hung Window (N.I.)" Sheets 1 through 5 of 5, dated 10/10/96 with revision H dated 12/23/10, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per ASTM 588, TAS 202-94 along with marked -up drawings and installation diagram of a series 580 eyebrow top aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5343, dated 10/09/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA#09-0316.10) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per ASTM 588, TAS 202-94 along with marked -up drawings and installation diagram of a series 580 radius top aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4443, dated 01/26/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA#09-0316.10) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per AAMA 1302.paragraph 5 3.1.1 to 3.1.5 along with marked -up drawings and installation diagram of a series 580 aluminum single hung window, glazed w/ 3/16" temp. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3879, dated 08/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #02-OSO7.06) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 along with marked -bp drawings and installation diagram of a Series 580 Aluminum Single Hung Window, glazed with 1/8" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3861, dated 08/07/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #02-OSO7.06) . '; �, , "., "0 - Manuel P P.E. Product Contro V-111 finer NOA No.8.16 Expiration Date: November 14, 2012 Approval Date: March 15, 2012 E - 1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 02/24/09 and updated on 01/04/12, prepared, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE I. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated January 4, 2012, signed and sealed by Javad Ahmad, P.E. 2. Florida Dept of State; listing of Trulite Window & Door Solutions, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl., dated 02/03/10. 3. Certificate of registration of name change from "Trulite Residential Windows, LLC" to "Trulite Window & Door Solutions, LLC" issued by State of Delaware on 10/28/11, signed by J.W. Bullock. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. 5. Florida Department of State, listing of Arch. Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Florida, dated 01/22/10. 6. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding, LLC. G. OTHERS 1. Notice of Acceptance No.10-0518.11, issued to Arch Windows, LLC dba AWP for their Series "580" Aluminum Single Hung Window — N.I., approved on 08/25/10 and expiring on 11/14/12. Manuel P ez, .E. Product Control a ner NOA No.12-0118.16 Expiration Date: November M, 2012 Approval Date: March 15, 2012 E-2 53 1/8' v 3 4 �i WINDOW WIDTH 53 1/8' �� WINDOW WIDTH 50 1/8' Z m m ; 50 1/8" TOP CORNERS OF ARCH TOP WOWS. D.L. OPG. (FIXED) D.L.D.OPG. (FIXED) 13 5/8" TO BE SCR OR SPOT WELDING 13 5/8' f Q a a FALSE MUNTNS MAX. MpX, O W IN (SURFMAY APPLI ED _ 6 MAX. /{ 8° MAX. d o q HEAD HEAD 0: n CORNERS CORNERS t V O n u u n paaa n n o ii ii p m 2 n a o II n II II 11 II z 3 \ -0 \ g j O m x 0 � 'W C LJ II 11 II II �j Q 10 z co $ nL n � m 48 1/2° s N a� � 1/2' m G7 0 a0 3 U.L. OPG. D.L. OPO. \ 0 0 W tJ 50 11/18° 0 50 11/16' '� w VENT WIDTH VENT WIDTH ocom F SERIES 580 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. m.ZI rmv uw NAZI nteN ULZIIUNtU ANU ItSItU TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN.OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIN BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATION TESTED UNITS I INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE 'REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. MONOLITHIC GLASSE'l I I I � NON IMPACT .i Engr. JAC�AH6IAD ,P.RODUCT REVISED b o •� .. F c %7 92 e;cmrAyIn8v thft Florida �_ . . E-Idrng Code Aeceptonm No12'QU��012 $ a � Ez�im�ionDate o ��- J 12012 BY win °d°p' drawing no. W96-38 i w NN iO G °Ni J G N m N ONi m� N� O A N W O .la N I I I I P p 1 I I I I O V O W O 0 0 0 0 0 0 0 FJ C O I u Q r 1 A m A 0 W p O� y t/l m O N O N N O + O O O P I/ O D (n m m O O v G G O m O O O O O 0 4 C C O m V C O O C v g� x = a N s J A m m A o O I I 1 1 V N N m J N m W W N�j N O G O v n O W ,m A O O W O N+ O O N fG11 O V Q O N G N O Ci O� m O p O O m O m O O m N W m O O v la TZ O W m�� N W O N +T u, {L�,, (.1 V.Ni D� N G G N •' a rroG m 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O C C O G G C O C O O O G O O O G O O O O C O O G O O O O O 0 O O O O ^; 0 Oi V C A� ip Gl O O� W m '°Ni (O O C R m 0 W 0 0 N m 0 0 0 0 m m 0 0� o N 0 0 N 0 0 0 0 m 0 0 0 0 N 0 0 m 0 0 W m 0 0 N W 0 0 m m 0 0 W N 0 0 m o p r m b o 0 o b o e o e o o c b 6 o b o 0 0 0 0 o b o 0 0 0 o b o o c o o b VZ � TL iJ m IJ J m V m� P. J G q G g m i.l O V G A 0 2 a F� O o I I m Z O o Icl wo � g Fy�. ��g o =tjO� N Z = Za m oZN O D� mm P N m 0 x 1A C ov�� Wl��g N y Smm'ZN S �---�{ WINDOI I s 0 0 o � 0 w 0 z zti Z m g O � Xo o m�� � �, -0 U) S O n 3/B• MIN. TYP. D n C] r = m2�� Z u Kzwz o y n�2 O - a a ai ro c'0 _ O ON Io om�'^ No O1$,nZn� g m N I 0 m o p ppN o N m revisions: a a date: 10-to-as SERIES 580 ALUM SINGLE HUNG WINDOW (NI.) AL-FAROOQ CORPORATION » £ no a e escn Ion ENGINEERS& PRODUCT DEVELOPMENT eaalm ,�2• _ ,• E ozx.a7 X °ENERN. FOR 20 TRULNE WINDOW & DOOR SOLIUMONS, LLC ,,,,S.W.,,AVE BAa UGDAIED FOR 20W FBC a, 8130 N.W. 74TH AVE. MIAMI, FLORIDA 331.74 df, by. xAMID a OS.08.10 YMIUF. NA4E REYSED {.� GJ N 12,21,11 wwUF. NWE REv6Ep MEDLEY, FL. 33166 TEL (305) 2648100 FAX (305) 262-6878 CO ? ohk by: TEL (305) 887-2646 FAX (305) SW -Mu COMP-ANL W96-3ISAWP TYPICAL ANCHORS 1/4' TAPCONS SEE ELEV. FOR SPACING A ° a 0 t0Y WOOD BUCK i ° d :... G NO ANb10RS:REQD. Al SILL 3 m e 8 TYPICAL ANCHORS 114 SMS MNMI—DARE COUNTY APPROVED SEE ELEVS. FOR SPACING i MUWON & MULLION ANCHORS TYPICAL ANCHORS 010 SMS SEE ELEV. FOR SPACING TYI SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 3/16" OR 1/4" TAPCONS (SEE SHEET 2 FOR USE OF 3/16' TAPCONS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY #12 SMS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 910 SMS OR SELF DRILLING SCREWS INTO MIAMI—DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) ANCHOR FDGE DISTANCES INTO CONCRETE AND MASONRY = 1-1/4' MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 1/2' MIN. SEALANT: ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, SCHNEE MOREHEAD 5504 OR EQUIV. PADS: ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT EACH END OF FIXED MTG. RAIL WEEPHOLES: W1 = 3/4" WEEP NOTCH AT EACH END En9r allyo ANNAD PPoDUCT REVISED ML m complying with the Flom& DA PE / 70592 BnRding Code CAN. 538 A:RdM nao No . Qe iwRonDale JQ By [V]IIImi Pro Y1 `JAN 2012 drawing no. W96-38 f V 01 N y A W N+ O tD 00 V O fn A W N+� m � I r % x N 0I� o to Iln I I I \t \ \CC yy DD N N >> N \ DD N m m IF 0 m r Om1 O OW1 OpP, Oy Opp���� O i A yy yy p O O y pp Z 6 6 S a a y F y N NN y N N N a ante: � 10-10-96 lrevlslons: I f no Ion SERIES 580 ALUM SINGLE HUNG WINDOW (N.I.) AL-FAROOQ CORPORATION a e escn stoic 7�2• a 1• E2x.07 x GFDH7W. REVISION ENGINEERS & PRODUCT DEVELOPMENT 2 F 2e.oa IIPDeTFO FVR 1007 Fat TRULITE WINDOW & DOOR SOLUTIONS, Ucl +235 S.W.87 AVE I dr. ty.0 0 05.0e.10 HNLF. NME R145m 8130 N.W. 74TH AVE. MIAMI, FLORIDA 33174 Cil ' H 13 ai1 Iuvuv. xaE REVISED MEDLEY, FL 33166 TEL(30S) 2848700 FAX (305) 26ZG978 C cN'' TEL. (305) 887-2M FAX (305) 883-1309 r•nuo_ew �uroa_:nnwn IF N TT-, m 1mEo V L O OD N N yznm.� A N - I :* a dcts: 10-10-98 CD .mr 1�2• 1• M dr. by. MAWD W � 03 o chk by W r N A �^ u y A A � 2=� 4 �m-+I N II m ti NN w m r 6 to N V SERIES 580 ALUM SINGLE HUNG WINDOW (N.I.) AL-FAROOQ CORPORATION a TRUUTE WINDOW & DOOR SOWnONS, LLC ENGINEERS & PRODUCE DEVELOPMENT 1, 35 S.W. 87 AVE 8130 N.W. 74TH AVE. MIAMI, FLORIDA 33174 C MEDLEY, FL. 33166 TEL-(305) 264-8100 FAXC30S7262- 979 TEL (305) 887-2646 FAX (305) 883-1308 COMP-ANL W98-38AWP MIAMI•QADE MIAMI-DADE COUNTY MM PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/oern/ Trulite Window & Door Solutions, LLC 8130 NW 'I4th Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ-- (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements' of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11580" Aluminum Single Hung Window -- N.I. APPROVAL DOCUMENT: Drawing No. W96-38, titled "Series 580 Alum Single Hung Window (N.I.)" Sheets I through 5 of 5, dated 10/10/96 with revision H dated 12/23/11, prepared by A]-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA. number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION; A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-0518.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY NOA No.12.0118.16 . r Expiration Date: November 14, 2012 Approval Date: March 15, 2012 Page 1 e 3/24/2014 vaEe venaing ret, rlpprovai Date•Appmved Florida Building Code Online uG/ L.]/ Zu 1 L 04/03/2012 FL # ` I Model, Number or Name I Description a. Fiberglass Door Up to a 3'0 x 6'8 Opaque "Impact" Fiberglass Single Door (X configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL11321 Rl II INST 11321 1 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11321.1 for any additional use limitations, FL11321 R1 AE EVAL 11321 1 odf installation instructions and product particulars. Created by Independent Third Party: Yes 11321.2 b. Fiberglass Door Up to a 3'0 x 6'8 Opaque "Impact" Fiberglass Single Door with a Sidelite (OX or XO configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use In HVHZ: No FL11321 Rl II Inst 11321 2 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11321.2 for any additional use limitations, FL11321 R1 AE EVAL 11321 2 pdf installation instructions and product particulars. Created by Independent Third Party: Yes 11321.3 c. Fiberglass Door Up to a TO x 6'8 Opaque "Impact" Fiberglass Single Door with a Sidelite (OXO configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL11321 RI II Inst 11321 3 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmdt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11321.3 for any additional use limitations, FL11321 Ri AE EVAL 11321 3 odf installation instructions and product particulars. Created by Independent Third Party: Yes 11321.4 d. Fiberglass Door Up to a 6'0 x 6'8 Opaque "Impact" Fiberglass Double Door(XX configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL11321 R1 II Inst 11321 4 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11321.4 for any additional use limitations, FL11321 R1 AE EVAL 11321 4 odf installation instructions and product particulars. Created by Independent Third Party: Yes 11321.5 e. Fiberglass Door Up to a 60 x 6'8 Opaque "Impact" Fiberglass Double Door with Sidelites (OXXO configuration) Inswing/Outswing Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FL11321 RI II Inst 11321 5 odf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11321.5 for any additional use limitations, FL11321 R1 AE EVAL 11321 5 odf installation instructions and product particulars. Created by Independent Third Party: Yes 11321.6 I f. Fiberglass Door Up to a 3'0 x 8'0 Opaque "Impact" Fiberglass Single Door (X r configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use In HVHZ: No FS1132i Rl II Insr 11 6 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistants Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11321.6 for any additional use limitations, FL11321 R1 AE EVAL 11321 6 odf installation instructions and product particulars. Created by Independent Third Party: Yes 11321.7 19. Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 11321.7 for any additional use limitations, installation instructions and product particulars. Up to a TO x 8'0 Opaque "Impact" Fiberglass Single Door with a Sidelite (OX or XO configuration) Inswing/Outswing Installation Instructions FL11321 Rl II INST 11321 7 odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL11321 R1 AE EVAL 11321.7. df Created by Independent Third Party: Yes 11321.8 h.. Fiberglass Door Up to -a TO x 8'0 Opaque "Impact" Fiberglass Single Door with a Sidelite (OXO configuration) Inswing/Outswing http://wm.floridabuilding.org/pr/pr app dM.asp)C?param=wGEVXQwtDgAL5Kl5SWIdxls4dmRt2tOfOuT8Nz6jXeTIm7T174fUA%3d%3d 213 Builders Hardware ' ne. 5615 E. POWHATAN AVE TAMPA, FL 33610 OPAQUE FIBERGLASS DOOR INSWING / OUTSWING "IMPACT' GENERAL NOTES 1. This product has been evaluated and Is in compliance with the 2010 Ronda Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" JHVHZ). 2. Product anchors shall be as fated and spaced as shown on details. Anchor embedment to base material shall be beyond wag dressing or stucco. 3. When used in areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "W and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.124 of the FBC. 4. For 2(stud framing construction, anchoring of these units shag be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require hither engineering analysis by a licensed engineer or registered architect. TABLE OF COMM SHEET# DESCRIPTION 1 Typical elevation, design pressvres, & general notes 2 DoorponeldetaSs 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X tuck masonry coruhuclion 6 frame anchoring -1X buck masonry konstrucion 7 BM of matenais 8 components g OC 37.50"MAX IIJ FRAME WIDTHDIH t�IC 1 tV..tI.CiFT..l.S{�G (l%' t+aSti�� INSWING 3ZSW x 82.00" +65.0 -70.0 OUTSWING 37.50^ x 80.50^ +65.0 -65.0 UE- N.T.S. I en AL C er: LFS am uo_ FL-11321.1 - I OFT t r RAA- Pmjects\Froject Folders\proj 1401-1S00\PF 1423\D. RWBC Drawings\FL-11321\FL-11321.1-.10.dwg, 2.1 79.25' MAX. DOOR PANEL HEIGHT N� �i P3 AO V k N N O Q � r 9 m rn md 0 IN o 1.58° - l V $ 8 r7 T N N O N N tT Z � � Ir'O PRODUCT: Documents Prepared By: BUILDERS HARDWARE �(rp�rr� �BUILOIND CONSULTANTS INC N FlBERGLASS DOOR r%L I/I/ P.O. Bo■ CON \",LT a Tl 3Jses V Z N l�Y Phone No.: 81J.OSY.g1117 N H 't' PART OR ASSEMBLY: Florida Board of Proleeslonal Engineers y o 1 1 26 12 UPDATE TO 2010 FBC LFS CarUftaate Or Aythoriza8 No. 9813 I� NO DATE BY DOOR PANEL DETAILS L�Q y2,�2 REVISIONS Lyndon F. Schmldf. P.E. No. 43409 ®200S R.W. TiuILalNrJ COrdulIl T�NTa run - neJecotrr9JeLT roioers�pro114u1-15U0\PF 1423\D. RWBC Drowln9S\FL-11321\FL-11321.1-.10.dwg, 3.1 m A A m a M 4I0 9 Z m I 70 R BUILDERS HARDWARE �p UILDIN9 CONSULTANTS. INC. w FIBERGLASS DOOR t/1, .0. Box 20 veiicc FL 33393 2 10 Phone No.: E13.989.9197 I�I N I a ~ PART OR ASSEMBLY: Florida Board o1 Prof—Ionel Engln r O 1 1 26 12 UPDATE 70 2010 FBC JFS Cortificate f AuthoNxa6on No9613NO DATE HORIZONTAL CROSS SECTIONS �-�, �/ Z• Z l R SIONS Lyndon F. SoYhdm—id—tr P.E. No. �3008 R.W. 6UILgINq CGN9ULTANT9 INq. RAA- Projects\Pmject Folders\proj 1401-1500\PF 1423\D. RWBC Drawings\FL-11321\FL-11321.1-.10.dwg, 4.1 m m w C 4. . ° A 8 a 1710 a ' 4' o.A A 0 oo ` toyn °CISINKJ 4 .o a . 4 (TYP.) P. 4 1-1/4" MIN. 1-1/4"MIN. EMB. (TYP.) EMB. (TYP.) 1-1 /4" MIN. EMB. (TYP.) m L m O 7 r xo 4 am Z 4 = 0 A V n 1-1 .MIN EMB. (TYP,J Q PRODUCT: Documonto Pmpared By. BUILDERS HARDWARE FIBERGLASS DOOR ��pp UILDINO CONSULTANTS. INC. ,J1, P. Be. 230 volrleo FL 33393 ? 'a Phono No.: B13.859.91197 Flarida Board PART Iv J y O 00 OR ASSEMBLY: of Prof—lorwl Englnoom Cortifioeto 0y Authortzotlon No. 9813 1 T 26 12 UPDATE TO 2010 F13C NO DATE dBY VERTICAL CROSS SECTIONS ,G�2 z4� riDNHULTANTH IND. REVI$ $ ® 20O8 R.W. BUILDIND Lyndon F. Sc m t P.E No. 41 W No z, 7 64 �zn TYP. HEAD TYP. HEAD & MASONRY & JAMBS MASONRY JAMBS a OPENING OPENING ir S n U X z 0 FRAME N Z 2X BUCK— ZO 2 B2 �3 2X BUCK TYP. SILL z 0 Lu Sm co a mm LLJal M BUCKANCHORIMG HINGE JAMB FRAMEANCHORING STWKE JAMB Masonry 2X buck construction 0 in z 0 0 CONCRETE ANCHOR NOTES. 1. Substitution of equal concrete anchors from a different supplier may have different edge 9 distance and center distance requirements. I I I R M 2 Concrete anchor locations at the comers may be adjusted to maintain the min. edge I distance to mortar joints. if concrete anchor locations noted as'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to moklarloints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded. 10 L w t o= 3. Concrete anchor table: .. .... ..... . . . .. ..... ......... . .... .. .... ........ " ....... ... ........... ............ ... ....... ..... ............. ... * . ................. ....... ... ............. ........... IN 9124108 ........... ... . ............ O scALE N.T.S. 27 Mo. or AL M ITw 114" 1-1/4!' 2-1/7 31 CKX. M. LFS HINGE DETAIL LATCH A DEADROLTDRAIL DPAWNG Nw ELCO Ipr 1-114" 1. 47 FL— 1132 1.1 0_ asHEEr -,5- of -7 " - 10 n A =m f ... CO O W O �n CpO CCC1111 a z n o e r't ui 9 CL J ohm ez TYP. HEAD 8, is 10 a a o z° o H m �n MASONRY JAMBS �v 1� H a 9 o 8 `o v4 Cc OPENING a m a E � Gn u 0 FRAME HINGE DETAIL w mCoC 3Q ^�?e w w ziii cli 1X BUCK U ubi ui Mtn p0 F TYP. Z ^ O L SILL ca 9 wog .P. _ ] O O 99 � O a G HINGE JAMB FRAME ANCHORING STRIKE JAMB Masonry I X buck conftction 27 z o 0 — CONCRETE ANCHOR NOTES: H 1. Substitution of equal concrete anchors from a different supplier may have different edge LATCH 3 DEADBOLTDETAIL distance and center distance requirements. c 2 Concrete anchor locations at the comers may be adjusted to maintain the min. edge o distance to mortar joints. If concrete anchor locations noted as MAX. ON CENTER" must be i adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors m may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. i 3. Concrete anchor table: ANCHOR:, .4NfltSf;:t:;:a;;:Hirt+l:::ii:::::::fi1FGf}:GIA,IiTtCi4?a: ;itilfiV::.:.:........: r.......,.....,�/� {................... m Z —p :::•::•.::..............:::•::.r:.::....:....::.....;:.:..........::._::::::.�..........................:.......::: ::: :..::......:.... .........P� :>.: `sis.:SiT�":€i EM8ED11i1f :i:::5:;r:>�tASQ!NAY'F17G�`.i;;;;;£/1�.1+4��'NL�(ttCHORri:: Z ° U ah: O 9124108 = ITW 1/4" 1-1/4" 2-1/2• 3- srur N.T.S. ° D• BY: AL m ELCO 1/4• 1-1/4• 1• 4• cxK or LFS ; ITW 3/16• 1-1/4• 2-51W 2-1/4• oRWM w_ FL-11321.1 0 a sty 6 of 7 ° — — BILL OF MATERIALS REM DESCRIPTION MATERIAL A 1XBUCKSG>=0.55 WOOD B 2XBUCKSG>=0.55 WOOD C 1 /4' MAX. SHIM SPACE _ D 1/4' X 2�3/4"PFH ELCO OR fIW CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X 2-1/4" PFli ELCO OR ff W CONCRETE SCREW STEEL G 3/16" X 3.1 /4" PFH ffW CONCRETE SCREW STEEL H 1/4' X 3-1 /4" PFH R1N CONCRETE SCREW STEEL J 1/4 X 3-3/4" PFH ELCO OR 111N CONCRETESCRI:W STEEL L #lOX2-1/2"PFHWOODSCRI:W �� M #8 X 2-1 /7 PFH WOOD SCREW STEEL 6 SEALANT SILICONE 7 WEATHERSTRIP FOAM 9 4"HINGE STEEL 10 #10 X 3/4" PFH WOOD SCREW STEEL 20 JAMB FINGER - JOINi-PINE WOOD 21 POLYRBER COMPOSITE JAMB POLYRBER 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 30 DOOR SWEEP 31 OUTSWING THRESHOLD BY DLP (QOSH) ALUM. WOOD 33 INSWING THRESHOLD BY DLP [ISCS) ALUM. WOOD 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEEP FOR CONSTRUCTION DETAILS - 41 DOOR SKIN (MIN. 0.075' THICK) PLATT-PRO/NANYA Fy = 11,063 PSI MIN. FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH 8, HINGE STILE CELLULAR PVC 44 REINFORCEMENT WOOD FOR LOCKS WOOD 45 BOTTOM RAIL CELLULAR PVC 46 FOAM CORE POLYURETHANE 47 LATCH 8 HINGE STILE REINFORCEMENT LVL U /1yyO� c q V 2 p� u�i ",'a s ?i "4� ET E o =9m;Es o $C cP E ru 'o 20 HEAD d SIDE W Jamb 21 HEADI4SlDE moo: �Y �Ia°b 3 0 Q �w y �40 a W OU Qom y.s Sr Glm o 0 0 4 56" `� 4.56" a a �ZOIRSWING THRESHOLD �11NSLNING THRESHOLD Z ClOSH ga o 0 r o m N a t'Dy QQ F a O �Z U oAh 9124108 i �uF N.T.S. ° DM W. AL m aac er LFS 3 DING No.: FL-11321.1 0 a s EEr 7 or 7 ti ti Ul Jr- � N� o J N i.,, �~ ' v ` ` � ` � ' )6,2O13 Ro/ASTM E18 6/ MA115-2OO5,and T7\S 201/203 nce- TmVVhom.It May Concern: ASTME188G-2OD2,ASTME1996-2QO2/.SM 115�20]G/,TAS2O1,andTAS2O8 are referenced | Ch t 3S fthe 2007Florida, B i|di Code (8u||d Axaview of tdoon;�conducted in accordance with, with: Missile Level Q Oarge.nmlsai|eitan, be 8431 Murphy Drive Middleton, WI 53562 Telephone: 608-836-4400 Facsimile: 866-262-2753 www.intertek-etisemko.com 9 March 2012 Scott Hamilton, P.E. Senior Project Engineer Clopay Building Products Co., Inc. 513.770.6013 (voice) 513.770.4853 (fax) Hamilton@clopay.com RE: FL15279 Dear Mr. Hamilton, This letter is in response to your request for verification of a QA contract between Clopay Building Products Co., Inc. and Intertek for sectional exterior door assemblies covered under the FBC QA program and that the product meets the 2010 building code. This product is currently under surveillance services with Intertek for the Florida Building Code. Please note the Certification Agreement between Intertek and Clopay Building Products, which may also be referenced as a QA contract, bears no expiration date and as such does not expire except upon its termination and is valid indefinitely. Also enclosed is the current inspection report. Should you need anything further please do not hesitate to contact me. Sincerely, Timm J. Schaeffer Engineer / Inspection Manager F,,,J A' • ®E�pD tntertekT Ku< Intertek Intertek Intertek Intertelc Intertek Intertek 8431 Murphy Drive Middleton, WI 53562 Telephone; +1 608 836 4400 Facsimile: +1 608 831 9279 www.intertek.com MANUFACTURER'S CERTIFICATION AGREEMENT THIS AGREEMENT made the 12th day of February, 2010, by and between INTERTEK TESTING SERVICES NA INC. having offices at 8431 Murphy Drive, Middleton, WI USA ("Intertek") and Clooay Building Products Company Inc. having offices at (Manufacturer Company Name) 1400 W. Market Street Troy. OH 46373 USA ("Client'). (Manufacturer Company Address including Country) RECITALS Intertek provides a service for evaluating whether products provided by the Manufacturer comply with designated standards or specified requirements. Subject to the terms of this Certification Agreement, Products found to be in compliance by Intertek may be eligible for inclusion on a list maintained by Intertek for Products to display a Certification Mark owned by Intertek. Another party (the "Client') desires to submit or has submitted to Intertek certain devices, equipment, materials, or systems manufactured by the Manufacturer for the Client for evaluation in order that the product may be considered for Listing and Labeling by Intertek. If the submitted product is found to be eligible for Listing, Labeling, and Follow-up Service, this Certification Agreement shall be executed by Intertek and the Manufacturer setting forth the terms and conditions to which the parties hereto must adhere. NOW THEREFORE, for and in consideration of the mutual covenants herein expressed and other lawful and valuable consideration, the parties hereto agree as follows: 1. DEFINITIONS 1.1 Authorization to Mark. The term Authorization to Mark ("ATM") shall mean a written document from Intertek that authorizes the Client and/or Client's Manufacturer to apply an Intertek certification marls to a specific product. 1.2 Certification Mark. The term Certification Mark ("Mark") shall refer to any common law or registered trademark owned by Intertek, or its affiliates, used in the certification of Product. 1.3 Follow-up Service. The term Follow-up Service shall refer to the process of monitoring the Manufacturer's compliance with the Intertek Requirements. 1.4 Intertek Requirements. The term Intertek Requirements shall mean (a) the requirements contained in the Listing Report, (b) the standard(s), if any, applicable to the Product, (c) the terms of this Certification Agreement, and (d) any requirements separately applied as a condition of the Listing. 1.5 Labeling. The term Labeling shall refer to the process of applying the Mark to the Product, whether the Mark is applied to the Product by a separable label, directly on the product, or by other media as authorized by Intertek. 1.6 Listing. The term Listing shall mean the process of preparing and including the Product in the published directory of Intertek certified products. r,vmiw,c V ��d® ADPfOY00 Intertek WTS/mm 11/09/09 SD 16.3.4e (11/9/09) MandWrytek Intertek Intertek Intertek Intertek Intertek 1.7 Listing Report. The term Listing Report shall mean the document prepared by Intertek, also known as Factory Audit Manual (FAM), which identifies the Client, the Manufacturer and the Product, and specifies Intertek Requirements for the Product, including the type and form of Mark which must be used on or in connection with the Product and related information. 1.8 Product. The term Product ("Product") shall mean a Client's device, equipment, material, or system manufactured by the Manufacturer, that has been submitted for testing or.evaluation, found to be in compliance with Intertek Requirements and approved for Listing. 2. CERTIFICATION 2.1 Work Authorization Except to the extent Intertek shall reasonably deem necessary in order to respond to an allegation that a certified Product in the marketplace is non -compliant or in the ordina!y course of follow up service inspections that are required for continued listing Intertek shall not _ .. ...___ . _..__ _--t ..-&:1 ... .LL...-......J L.v nl.-r4. n. --nf fn n nrf%r%^e71 pertairnn to o a particular rroaucz mat uuman lb a JV4UC u1 Vrvul A. iJI wn lea al lu vu w1 �M.....�+ parties and signed by an authorized representative of each -party. 2.2 Testing and Evaluation. Intertek is an independent laboratory providing testing and evaluation services to determine whether representative samples of a Product comply with designated national and international standards, specifications, and/or codes. Intertek does not publish standards, specifications, and/or codes, and, therefore, does not warrant to the Client or .the Manufacturer that the standard used for the evaluation is adequate. The Client and the Manufacturer understand and agree that Intertek has only tested or evaluated the submitted Product samples and does not guarantee or warrant the quality or compliance of all units of the Product manufactured or produced by the Manufacturer. The Manufacturer further acknowledges that as an independent laboratory, Intertek assumes no responsibility for the production of the Product. 2.3 Client Obligations. The Manufacturer understands its obligations pursuant to this Certification Agreement in order to maintain eligibility for Listing, and warrants that it shall comply with the following provisions: (a) The Manufacturer agrees that if the Client or Manufacturer wishes to modify or change the Product such that the Product no longer meets the requirements of the Listing Report for the Product, the Client or Manufacturer must first either obtain the approval of Intertek or discontinue use of the Mark. The Product may no longer be eligible for Listing if it has been modified or changed by the Client or Manufacturer after Intertek's testing or evaluation. (b) Upon request, the Manufacturer agrees that it shall retain or make available a sample of the certified product from the most current production. (c) The Manufacturer agrees to notify Intertek in writing of any reports that it receives of serious personal injury or property damage involving the Product. (d) The Manufacturer shall notify Intertek of any labeled Product which has left the control of the Manufacturer that does not comply with Intertek Requirements. (e) The Manufacturer warrants that a quality control program is, or will be, established and maintained to ensure Product compliance with the Intertek Requirements. 2A Reservation of Rights. Intertek reserves the right, upon reasonable written notice to the Client, to re-evaluate the Product at the Client's expense. This re-evaluation may be the result of Follow-up Service, a revision of the applicable standard, new information regarding the characteristics of the material used in the Product, or other information that raises a question concerning the conformance of the Product to Intertek Requirements. . 2.5 Revision or Withdrawal of the Intertek Requirements. Intertek reserves the right, upon reasonable notice to the Client, to revise or withdraw the Intertek Requirements. If the Intertek Requirements are revised, the Client and the Manufacturer shall be entitled to continue Listing and Labeling of the Product upon a demonstration to the satisfaction of Intertek that the Product complies with the revised Intertek Requirements. If the Intertek Requirements are withdrawn, the Client's and the Manufacturer's right to the Listing and Labeling of the Product shall terminate pursuant to the terms of WTS/mm 11/09/09 Page 2 of 5 SD 16.3.4e (11/9/09) Mandatory Article 6 of this Certification Agreement. In the case of a revision or withdrawal of Intertek Requirements, Intertek shall provide a notice specifying a date by which the Product ' must meet the revised Intertek Requirements or for such termination. 3. LISTING AND LABELING 3.1 Ownership of the Mark. Ownership of the Mark and all trademark rights in the Mark remain in Intertek, even if it is used on the Product. The Mark shall only be applied to a Product that complies with the Intertek Requirements and such Mark shall be applied as specified in. the Listing Report. The Mark may be applied only to those models and brands that are specifically named in the Listing Report at the factory receiving active Follow-up Service and as noted on the Authorization to Mark. Except as provided herein and as indicated in Article 3.2, any other use of the Mark, or the Intertek name, on the Product is expressly prohibited. 3.2 Follow-up Service. As a part of the Listing and Labeling of the Product, the Manufacturer shall cooperate with the Intertek representatives who conduct Follow-up Service. Follow-up Service may include factory audits at any time during business hours and such Intertek representatives shall have free, unannounced, and immediate access to the Manufacturer's premises wherein the Product, or components thereof, may be fabricated, processed, finished, stored, or located. Intertek• representatives shall comply with factory policies as required while on premises. Follow-up Service is intended to.allow Intertek to monitor the Manufacturer's compliance with maintaining continuing conformity ofthe Product to the Intertek Requirements, and to control the use of Intertek's Marks. The factory audits are not intended to satisfy or otherwise replace Manufacturer's responsibility to maintain its quality control program and to ensure that the Product remains in the compliance with the Intertek Requirements, Follow-up Service may also include Manufacturer questionnaire's, and/or the Manufacturer's warranty of conformity. Intertek has the right to perform 'a final factory inspection to record final production status and to recover all unused Intertek Certification Marks upon notification of termination of the Authorization to Mark. Fees for a final inspection will be billed in accordance with Article 7.3 of this Certification Agreement. 4. INDEMNIFICATION AND LIABILITY 4.1 Indemnification. The Manufacturer agrees to hold Intertek harmless and to defend and indemnify Intertek against any liability, loss, or damage from claims, demands, costs (including legal fees), or judgments arising out of any negligent or intentional acts of the Manufacturer relating to the Product or arising from the use of the Mark. 4.2 Liability. Intertek will not, under any circumstances, be liable to the Manufacturer for any indirect, special, punitive, or consequential damages, or any third party claims which may arise as a result of the services provided in this Certification Agreement. 5. FAILURE TO COMPLY WITH INTERTEK REQUIREMENTS 6.1 Remedial Action. In the event that Intertek detects any deviation or variance in the Product from Intertek Requirements, or improper or unauthorized use of the Mark or Intertek name, upon written notice to the Client Intertek reserves the right, in Its sole discretion, to take such action as it deems necessary, including but not limited to: (a) Requiring the Client, at its own expense, to undertake corrective action to ensure that the Product complies with Intertek requirements; (b) Suspension or revocation of the Listing and the right to label the Product; (c) Withdrawal of the supply of labels and removal of the Mark from non -conforming products; (d) Removal of the Product from the Intertek Directory of Listed Products; *(e) Termination of this Certification Agreement pursuant to Article 6, WTS/mm 11/09/09 Page 3 of 5 SD 16.3.4e (1119/09) Mandatory (f) Notification of regulatory authorities and the public; (g) Compliance with any applicable statutes, rules, or regulations. 5.2 Injunctive Relief. The Manufacturer acknowledges that the manufacture, sale, delivery, shipment, distribution, or promotion of the Product utilizing a Mark would mislead or endanger the public if such Product is not eligible to use the Mark or does not comply with the Intertek Requirements. The Manufacturer further acknowledges that a breach of this Certification Agreement can not be adequately compensated by money damages. The Manufacturer agrees that in the event of a breach of the Certification Agreement, Intertek shall have the right to obtain a temporary restraining order without prior notice to the Manufacturer, together with an action for a preliminary and permanent injunction, and such other and further relief as may be provided by law. Said injunction shall prohibit the Manufacturer from further use of the Mark and shall require the Manufacturer to comply with the provisions in Article 6.3 of this Certification Agreement. 6.3 Suspension. Upon a Client's or a Manufacturer's failure to comply with any of the requirements of this Certification Agreement or Listing Report, Intertek may issue a letter of suspension which shall notify the Client of the nature of the failure and the period of suspension of the Client's right of Labeling. In the event that the Client fails to take corrective action to resolve the cause of suspension, this Certification Agreement shall be terminated pursuant to Article 6. 5.4 Public Notice. In the event that Intertek has confirmed evidence that the Product in the marketplace has a significant non -conformity, Intertek will contact the Client and act in support.of remedial steps taken by the Client to address the non -conformity, including, if necessary, public notification and/or a product recall undertaken by the Client. In the event that the Client does not take action to address a significant non -conformity related to the Product, Intertek reserves the right to contact appropriate government agencies, other parties in the supply chain and/or issue public notifications advising of the non- conformity pursuant to Article 6.1(f) above. 6. TERMINATION OF THE AGREEMENT 6.1 Termination By Either Party. Either .party may, for any reason, terminate this Certification Agreement, as to any Product, upon not less than sixty (60) days written notice to the other party. Such notice shall designate a termination date and the notice period shall be deemed to commence upon. the date of mailing of the notice to the other party by registered or certified mail, return receipt requested or by courier with confirmed delivery. 6.2 'Intertek Right To Terminate. Intertek may terminate this Certification Agreement, as to any Product, without prejudice to any other rights or remedies that Intertek may have, upon either of the following: (a) Immediately upon written notice, if Intertek determines that the Product fails to comply with the Intertek Requirements or the Client is in default pursuant to Article 7.3; (b) Thirty (30) days after the Client receives written notice in the event of: (i) the filing of a voluntary or involuntary petition in bankruptcy; (ii) the making of any arrangement or composition with creditors by the Client; (iii) the appointment of a receiver for the Client; ... or (iv) the voluntary or involuntary liquidation of the business of the Client. 6.3 Obligations Upon Termination. Upon termination of this Certification Agreement, the Client and the Manufacturer shall: (a) Discontinue the use of the Mark on the Product or Client's promotional material or advertising. (b) Promptly return to Intertek all Marks, Labeling material, and the Listing Report, and warrant in writing the date of last use of the Mark. WTS/mm 11/09/09 Page 4 of 5 SO 16.3.4e (11/9109) Mandatory (c) Continue to honor the terms of Article 4 of this Certification Agreement concerning indemnification and liability, which terms shall survive the termination of this Certification Agreement. (d) Pay any remaining outstanding charges owing to Intertek. 7. ADMINISTRATIVE PROVISIONS 7.1 Confidentiality. Without written authorization from the Manufacturer, Intertek will not voluntarily disclose to third parties confidential and proprietary information which the Manufacturer provides to Intertek. This obligation shall not apply to information which is already available to the public, or acquired from other sources without confidentiality restrictions, or is required to be disclosed by Intertek to Regulatory Authorities responsible for the acceptance of the Product. Intertek agrees that this obligation to maintain confidentiality shall survive the termination of this Certification Agreement. 7.2 Subpoena. If Intertek is served with a Subpoena, Court Order, or similar document requesting the disclosure of confidential or proprietary information supplied to Intertek by the Manufacturer, Intertek shall promptly notify the Manufacturer. In the event that the Manufacturer chooses to contest the request, Intertek shall cooperate with the Manufacturer. The responsibility for contesting the request shall rest solely with the Manufacturer. If the Manufacturer declines to contest the request or is not successful in contesting the request, Intertek will provide the requested information. Any costs incurred by Intertek in responding to the request, including reasonable attorney's fees, shall be reimbursed by the Manufacturer Immediately upon invoicing by Intertek. 7.3 Fees. Certification fees for maintaining the Listing, conducting the Follow-up Service, and licensing of the Certification Mark will be prepaid or billed to the Client or a designated payor. Payment shall be due upon presentation of invoices and the Client shall be considered in default if the charges are not paid within thirty (30) days. Certification fees are non-refundable. 7.4 • No Assignment. The rights running to the Manufacturer under this Certification Agreement may not be assigned to or acquired by any other person or corporation without lntertek's written authorization. 7.5 Term. This Certification Agreement shall continue in effect for a period of one year from the date first above written and shall automatically be renewed thereafter for periods of one year, unless the termination rights provided for in this Certification Agreement are exercised. 7.6 Jurisdiction. This Certification Agreement shall be interpreted in accordance with and governed by the laws of the jurisdiction within which the Intertek office stated in the opening paragraph is located. Intertek Test' g rvices NA Inc. By: �.--.' (Signature ed Intertek Individual) By: Bob Davison Accepted By. Clooay Building Products Comoany. Inc. (M nuf ctt] er C pany Name) By: t I (Proprietor, Partner or�uth&rized OfBoer - Signature) By: /7l R n /C -� e i 171 (Name of Authorized Individual -Printed) Title: Director of WHI Certification Title: V, ; E Date Signed: %C4 d Date Signed: 'Z - / Z - /V WTS/mm 11/09/09 Page 5 of 5 SD 16.3.4e (11/9/09) Mandatory �ntr - er PERIODIC INSPECTION REPORT Page 1 of�/ All requested information must be completed. State the reasoning if the Information Is not available or not applicable. Use additional pages If necessary, In Client: C- a Applicant Name (if necel Factory Address: Report Number(s): Factory Representative: Intertek Representative: Telephone Number Facsimile Number E-Mail Address: Frequency of Inspections DOCUMENTATION (if NO to #1. or #2. or YES to #3. provide client with Customer Service Re quest do 1. Are Cflenrs company name, address, contact, phone #, fax# on the Au hoftadontment) Page current? N/A Q Yes to Mark No ❑ if any incorrect, please circle the Incorrect items) 2 Are listing WortsYes�pe�No Dns of the latest edition? N/A 3. Has there been a chap to the ke NIA ❑ Yes ff Na ereonnel? O MANUFACTURING PROCESS - Inspector. Review and Initial all checklists and certificates for completeness and tracrecords Torres eability. K client is a a ' check here Eland skip to question number 1S. (if NO to any question complete a Variance Report) eon 4. Is the production flowchart or desai representative of actual Production flow a d process? of production methods contained In the manual NIA ❑ . YesNo ❑ SO 16.3.14 (bnn M� eriy MIDPIRI(M) Mandatory Distribution: Original Intertek Intertek REV 4/12/10 Copy Client Copy Inspector Page 2 of Inspector's initials: Date: - Client/Location: �4 5. Do the incoming raw materials match those noted In the manual? N/A ❑ Yes No ❑ 6. Does the client conduct the required tests and/or Inspections on Incoming material as specified In the Listing Report? N/A ❑ Yes No ❑ 7. Are fifes of Test Reports/ spection Reports up to date? N/A ❑ Yes W . No ❑ 8. Are non -verified oYe$�mplialnVt aerials appropriately segregated? N/A 9. Is the client conducting Inspections and tests required in the Listing Report for In -process quality control? N/A ❑ Yes No ❑ w 10. Does the client maInt2IM records of necessary or required Inspections and tests? N/A ❑ Yes No ❑ 11. Are the records up to date and initiated by an Intertek Field Representative? N/A ❑ Yes1 -No ❑ 12. Is ment used for QC testing calibrated ❑ verified ❑ or checked go/no go ❑? A ch rtiflcate if calibrated. Describe procedure otherwise. 13. Is t ment used for manufacturing calibrated ❑ verified ❑ or checked go/no go ❑? Attach rtiflcate if calibrated. Describe procedure otherwise. 14. If calibrated, can you trace the calibration of equipment back to a 17025 tra sable lab? Certificate Attached at least annually Wr Next calibration due date 15. Does the client have how equipment for manufacturing and/or testing? N/A ❑. Yes ❑ No If so then record the new equwnent LABEUNG — INSPECTOR — INITIAL AND DATE LABEL LOG BOOKI (If NO to any question complete a Variance Report) 16. Are Product Marking i Accordance with the Listing Report? N/A ❑ Yes S9 No ❑ 17. Labe ing Method: Separable Labels (Supplied by Intertek) Direct Imprint (by Client) Both 'Neither 18. Is label security adequate? 19. Are log sh ets property completed? N/A Yes ❑ No ❑ N/A W Yes ❑ No ❑ SD 16.3.14 (formerly MIDPIR100) Intertek REV 4/12110 Mandatory Distribution: Original Intertek Copy Client Copy Inspector. 3 inspectors Initt Client/Location: PRODUCTS (if NO to any question complete a Variance Report) 20. Does the Listing Report contain a product description, specifications, assembly drawings and manufacturing tolera s? N/A ❑ Yes No ❑ 21. Is the client conducting the final inspections or tests required In the Listing Reports, prior to final approval and labelingf the finished product? N/A ❑ Yes No ❑ 22. Do the finished products meet the requirements found In the listing reports? N/A ❑ Yes JW No ❑ 23. Are nonconforming products segregated from conforming products as directed in the Listing Report? N/A ❑ YesX No ❑ 24. Are you able to trace the product from raw materials or supplier to a finished product with the production / quai�lty rye rds? N/A (I Yes No ❑ 25. Is there a specific area for quarantine of noncompliant material (whether It Is raw material, in -process material or finished matertal that did not meet the minimum specifications? N/A ❑ Yes No IJ SAMPLINGICOMPLAINT TRACKING 26. Were ani samples collected? N/AfiQ (N sampling Is not required at this location) Yes ❑ If samples were collected provide details of the samples here: No ❑ (only if sample is required and not selected, otherwise please check N/A) If sample Is required and no sample was collected explain: 27. Does thient have a method of tracking all complaints from customers? Yes If new or revised describe: No ❑ Please complete a Variance Report 28. Did you Lpylew all complaints since last audit? Yes No Complaints to Review ❑ Managed at Corporate or other location ❑ No ❑ if complaint method not reviewed, please explain why JM� SD 10.3.14 (formerly MI0PIR100) REV 4112/10 intertek Mandatory Distribution: Original Intertek Copy Client Copy Inspector Page 4 of q Inspector's Initials: Date: /l Client/Location: ra©� CLOSING y 29. Was CSR document provided to client? Yes ❑ No � (if provided to client for future use and no changes are requested today please check NO) 30. Were variances noted during this inspection / audit? Yes ❑ Nooto If no skip to #31 , if yes (complete the following and a Variance Report): 30. a. was it Product or Label Related? Yes ❑ No ❑ 30. b, was it related to an administrative change to a Quality Control Manual? Yes ❑ No ❑ 31. Have preF�,aatitcchFpompyooffoof s technical variances been corrected? NIAifviousvariance)Yescorrection)Noriginal Variance Report) COMMENTS (DO NOT U_ SE THIS SECTION 19 BEPORT VARj6NCE3 OR CSRs3:__�_____ I acknowledge receipt of a copy of this inspection report ed by the InterApit Reprefienhem. Factory Representative's Signature Intertek Representative' Ignature Reviewed by: Date This Report la fbr the exdudm use of Int M,$ Giant and is providbdpwsuant to the CerSfrcaq w agr"Maw bmwerr lntartek and Jts Client Wwtskls rasponslbAl y and liability are llmKed to the terms and conditions of the agreemerd Intertek assumes no liability to any party, other than to the Cliatt in accordwm with the agreement, Ibr any log% expense or damage omakw ed by ft use of this report. Only the Cffw* is authorized to pem* copying or diltHbution of this Repot and than only in NO mtbety. Any use of the irrt fM name or one of its marks for the sale or advertisement of the Insped"Ustsd material, product or wAme must Brat be appmved in wetting by Intertek This Repot by i O does not demonatrate that the materiel, product, cr aervke ia, or hss aver been, e/19" t0 bear an Intwtekcartifkatlon merit lnitlal Fad"Asseaementa and Follow up Services are for the purpose of assuring agwaprtate usage of the CG'U#cation mark in aaoordence with the agreement they we not for the purposes of produdlon quality oonbol and do not re/km Ore Cftd of their obligations in this respect wear1NI SD 16.3.14 (formerly, MIDPIR100) ..+" ._._,._ REV 4112110 Intertek Mandatory Distribution: Original Intertek Copy Client Copy Inspedor EM Report prepared for. Scott Hamilton (Clopay Building Products Co., Inc. (CBPC)) on 3/7/2012 2:41:08 PM Spe! DIRECT Pat�jEaEo_.ev Inte tek LISTING INFORMATION OF Clopay WINDCODE® W6 Sectional Doors SPEC ID: 27355 Clopay Building Products Co., Inc. (CBPC) 8585 Duke Blvd. Mason, OH 45040 This report is for the exclusive use of lntertek's Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report. Only the Client is authorized to permit copying or distribution of this report and then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test results in this report are relevant only to the sample tested. This report by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program. Clopay Building Products Co., Inc. (CBPC) 127355 1 Rev: Mar 7 2012 1:53PM I Uncontrolled Copy Page 1 of 4 Report prepared for: Scott Hamilton (Clopay Building Products Co., Inc. (CBPC)) on 3/7/2012 2:41:08 PM �? p>�,�CI�IRECT PQNfEBEI = WIND LOAD RESISTANT DOORS Clopay WINDCODE® W6 Sectional Doors Clopay WINDCODEO W6 Sectional Doors Single Car Double Skin EPS_ Single Car Double Skin EPS 73 Single Car Double _Skin EPS Single Car Double Skin EPS Gallery/Artistry_/ Expressions J Single Car Double Skin EPS Single Car Double Skin EPS with Single Car Double Skin EPS with _— Single Car Double Skin PUR 79 Single_Car Double Skin PUR 80 Single Car Double Skin_PUR 81 Single Car Double Skin PUR with Overlay 82__— Single Car Double Skin PUR with Overlay 83 _ Single Car Steel Pan 84 _ S_in_gl_e_Car_Steel Pan 85 Single Car Steel Pan 86 Gallery/Artistry/ Expressions___=. Single Car Steel Pan 87 Gallery/Artistry/ Expressions Single Car Steel Pan with Overlai I Single Car Steel Pan with Overla, `Single Car Custom Wood Double Car Double Skin EPS_ Double Car Double Skin EPS _ Impact Max. Design 1 Design Rating Width � Pressure Pos. !Pressure Neg. i__. _ N/A t._ 90 -Diem - +37 PSF �.._ -37 PSF IF-Yes1�.__..___._.=__3.__..._....._��.m.___ �' 9' -off _ +37 PSF ,�40 PSF .� No i _ 9' - �" +37 PSF ;40 PSF F Yes 9' - 0" +38 PSF -42 PSF No !� 9' - 0" 1 +38 PSF -42 PSF Yes jl 9' - 0" it +38 PSF -42 PSF No !I 9' - 0" (I +38 PSF ;I -42 PSF N/A 3 9' - 0" +37 PSF _ �_37 PSF Yes_ _9' - 0" +37 PSF _� _ 40 PSF No 9'- 0" _ +37 PSF _, -40 PSF Yes �j 9' - 0" +38 PSF j -42 PSF No ? 9' - 0" 1 +38 PSF i -42 PSF Yes 9' - 0" +38 PSF 3_ -42 PSF 9' - Oil +38 PSF j -42 PSF iFYes 9' - 0' +37 PSF -37 PSF No�j j 9' - 0" " +37 PSF jl -37 PSF _- No — ; 9' - 0" l +37 PSF 1 37 PSF �— Yes 9' - 0" +37 PSF i -37 PSF — ..�.__ i N/A 9' =0" __ +39 PSF -45 PSF _ No I 16' 2" { —+37 PSF -40 PSF Yes i 16' 2" +37 PSF __I�40 PSF Clopay Building Products Co., Inc. (CBPC) 127355 1 Rev: Mar 7 2012 1:53PM 1 Uncontrolled Copy Page 2 of 4 Report prepared for: Scott Hamilton (Clopay Building Products Co., Inc. (CBPC)) on 3/7/2012 2:41:08 PM (- C-3 DIREGT POWERED BY Double Car Double Skin EPS it YesI 16' 2" I +37 PSF ` -40 PSF I j Gallery_/Artistry/ Expressions Double Car Double Skin EPS I No 16' 2" I +37 PSF -40 PSF f Gallery/Artistry/ Expressions 96 Double Car Double Skin EPS with Yes 16' 2" — +37 PSF —j--40 PSF Overlay Double_car Double Skin PUR (98) — Yes 16'_2" +37 PSF -40 PSF PSF Double Car Double Skin PUR 99 ��—No— 16' 2' +37 PSF _ i -40 _ Double Car Double Skin PUR with Yes 16' 2" 1 +37 PSF I -40 PSF ' I Overlay (100)__...�_ +Double Car Steel Pan 101 Yes ! 16' 2" +37 PSF -41 PSF ( ) _- - Double Car Steel Pan (102) No — 16' 2 i_ +37 PSF -41 PSF _ Double Car Steel Pan (103) f Yes 1 16' 2" +37 PSF i -41 PSF Double Car Steel Pan (104) 1 { �� +37 PSF-41 PSF Yes 16 2 { _allery/Artistry/ Expressions f Gs Double Car Steel Pan (105) No 16' 2" 1 +37 PSF -41 PSF Gallery/Artistry/ Expressions Double Car Steel Pan 108 with ( ) No 16' 2" i +37 PSF -37 PSF Double Car Steel Pan (109) with Yes 16' 2" +37 PSF -37 PSF I Overlay—.._ ----- ---- Double Car 18' 2" Double Skin EPS i Yes a 18' 2" +37 PSF -37 PSF Y 4 Double Car 18' 2" Double Skin EPS No 18' 2" ; +37 PSF ! -37 PSF + Double Car 18' 2" Double Skin EPS Yes 18' 2" i +37 PSF -37 PSF 1 Gallery/Artistry/ Expressions _ _.—_ Double Car 18' 2" Double Skin EPS j Yes 18' 2" +37 PSF -37 PSF with Overlay _ _ _ _-------------._..._----� Double Car 18' 2" Double Skin PUR _.__-� Yes 18' 2" +37 PSF --37 PSF Double Car 18' 2" Double Skin PUR j No 18' 2" +37 PSF -37 PSF Double Car 18' 2" Double Skin PUR Yes ! with Overlay (116) 18' 2" +37 PSF ? -37 PSF Double Car 18' 2" Steel Pan Yes 18' 2" +37 PSF ; __.-_._--_ PSF -39 PSF _.-___., Double Car 18' 2" Steel Pan No j 39 PSF j Double Car 18' 2" Steel Pan 119 Yes 18' 2" +37 PSF : -37 PSF j Clopay Building Products Co., Inc. (CBPC) 127355 1 Rev: Mar 7 2012 1:53PM I Uncontrolled Copy Page 3 of 4 Report prepared for: Scott Hamilton (Clopay Building Products Co., Inc. (CBPC)) on 3/7/2012 2:41:08 PM '!�GDRECT .POWERED"M LDouble Car 18' 2" Steel Pan (120) iNo _� 18' 2" +37 PSF , -37 PSF Double Car 18' 2" Steel Pan Yes 18' 2" +37 PSF i -39 PSF 1 Gallery/Artistry/ Expressions (12) Double Car 18' 2" Steel Pan No 18' 2" +37 PSF i -39 PSF c;auPrv/Artistrv/ EXDreSSions (122) Attribute CSI Code Listed or Inspected Report Number Criteria Criteria Criteria Static Load Test - Design Pressure Intertek Services Listing Section Test Original Issue Date Value 08 30 00 Specialty Doors and Frames LISTED 100487442MID-002 ASTM E330 (2002) ASTM E1886 (2002) ASTM E1996 (2002) See Table Certification WIND LOAD RESISTANT DOORS 2012-01-26 Clopay Building Products Co., Inc. (CBPC) 127355 1 Rev: Mar 7 2012 1:53PM I Uncontrolled Copy Page 4 of 4 a ® "'� l'� N =� � _`� r. �� N W 7 y � O, , an�1 �' N