Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSDATE. "'_ . ACEI PT• PERWr 1 IBER f PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue SCANNED Fort Pierce, FL 34982 " (772) 462-1553 BY APPLICATION FOR REPLACEMENT OF Lucie~ County WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/STTE ADDRESS: g,2700 / 0 0 �L 3���5 % 2. PARCEL ID NUMBER: la6 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SFR r MOBILE HOME OTHER 5. OWNERS INFORMATION Name: S Address: City: ��NS�iV /3c1f - State: zip: Z,/' 5 -7 Phone: ? 702 02o2%-d -73 Z Email: c,11woneL eC Gym'= � T 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: County Cert #: Business Name: Phone Number: Email: (] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ 4Qd P FEES DUE: OwNER,s AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction zoning. PRINT OWNER OR CONTRACTORIQUALIFIER NAME SIGNATURE OF OWNER OR CONTRACTOR/QUALII R STATE OF FLORIDA, COUNTY OFi�—r ACKNOWLEDGED BEFORE ME THIS / I DAY OF , 20 PERSONALLY KNOWN TOME OR WHO HAS PRO Df— rDL AS IDENTIFICATION. DAWN MII°ONE ZATURE OF NOTARY TYPE OR PRINT NAME OF NOT AR it; ;:= MY COMMISBINU DD 852587 EXPIRES: March 22, 2013 COMMISSION NUMBER .y(;, Bonded Thre Notery Public Underwriters TITLE: NOTARY PUBLIC NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVENIENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITS YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMNCEMENT- ST. LUCIE COUNTY Vinyl Siding INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application.foi,replacement of Windows, Skylights, and Doors is to be used only for those activities that are not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving struchual alteration, in additionto the replacement of Windows, Skylights, Doors & Overhead Garage Doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: LOCATION/SITE ADDRESS: ............................................. Indicate the street address, or general location, of the property on which the building activity is taking,place. 2. PARCEL ID NUMBER: ....................................................... z Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name, and address of the owner of the property on which the product is to be installed 5. CONTRACTORS INFORMATION ..................................... Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: .......................................... Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting 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 All applications for Permits are to be submitted to the St Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be completed and filed with the Department no later than 4:30 P.M. each business day. - No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 Revised: 4/10/2012 PDSD JC Property Appraiser - St.Lucie ,"­nty, FL Page 1 of 1 PROPERTY RECORD CARD Dennis G Von Aldenbruck Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification �VUCIE CO Site Address: 8900 S OCEAN DRIVE ParcellD: 3535-322-0001-100-9 Sec/Town/Range: 35 :36S :41 E y�G Account* Map ID: 35/35N Land Use: SF Res :.y` •� City/Cnty: St Lucie County Zoning: HIRD Ownership and Mailing Legal Description Owner: Dennis G Von Aldenbruck 35 36 41 FROM INT OF ELY RAN STATE RD A1A AND S LI OF N Address: 8900 S Ocean Dr 2858.86FT OF FRAC SEC 35 RUN N 89 DEG 59 MIN Jensen Beach FL 34957-2103 More... Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 511700 Land Value: 411200 Acres: 0.66 7/7/1989 250000 00 WD 0645 / 0541 Assessed: 403942 Building Value: 100500 Ag.Credit: 0 Finished Area: 2725 SgFt Exempt: 50000 Taxable: 353942 Taxes: 7398.15 BUILDING INFORMATION Exterior Features View: - RoofCover: SD - Dim Shingle RoofStruct: HP - Hip ExtType: HB - HB YearBlt: 1981 Frame: - Grade: B - B EffYrBit: 2000 PrimeWall: WS - Wood/Sheath StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 2 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: 1/213ath: 1 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBIt. No. Land Use Type Measure Depth 1 0100-SF Res 270 -Front Ft 110 260 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/paslc/prc.asp?prclid=353532200011009 6/11/2012 St. Lucie .County Building & Zoning Department 2300 Virginia Avenne Fort Pierce, Florida 34982 (772) 462-1553 OWNER/BUILDER. AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses ,required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that 'you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on how to meet the minimum code. Initial I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial t jj I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable for the cost of the license. Initial I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related medical cost, which could include loss of wages during recovery from their injury. Initial To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Depa ent to the Florida State Department of Professional Regulation.. Signed and acknowledged on this day of of 20 /a. Owner/Builder Signature F STATE OF FLORIDA COUNTY OF Theioregoing e t was acknowled by llP AIAVA Signature of Notary Title: Notaa Public before me this // day of - , 20 is _who is personally known to me, or who has as identification. , y1 15 AWN MILONE T e or Print Name of Not i ' yp �'3' err +r MISSION # DD 852587 Commission Number: y EXPIRES: March 22, 2013 'b oF�� Bonded Thru Notary Public Undawa tern 0 % � MIAMI•D�ADE Lu.1 M MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildingcode T.M.,Window & Door L.L.C. 601 N.W. 12`h Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High.Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 370 Aluminum Sliding Glass Door w/ reinforcements -Impact a APPROVAL DOCUMENT: Drawing No. W03-90, titled "Series-370 Alum Sliding Door-LMI", 0,19' through 7 of 7, prepared by Al Farooq Corporation, dated 10/06/03 and last revised on MAR 10, a 200 and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal st p w the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Divisi MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Two (2) 1/a" masonry screws must have min embedment of 1-5/8" into concrete or grout filled onry. 2. Pockets are under separate approval. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 w 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;04'11' , 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 &renews NOA # 05-1114.06 & consists of this page 1 and 'evidence page E-1, as well as, approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 09-0319.06 MIAMI•DADECOUNTY Expiration Date: March 18, 2014 Approval Date: April 22, 2009 �` Page 1 Dl� T.M. Window & Door Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS(transferred from file # 05-1114.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. W03-90, titled "Series-370 Alum Sliding Door-LMP', sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 10/06/03 and last revised on MAR 10, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 05-1114.06) 1. Test reports on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 Along with marked -up drawings and installation diagram of an aluminum sliding glass door, .prepared by Fenestration Testing Laboratories, Test Report No. FTL-3773 (FTL03062), dated August 04, 2003, signed and sealed by Joseph Chan, P.E: Note: This report has been revised by an.addendum letter dated January 26, 2004, issued by Fenestration Testing laboratory, signed and sealed by Edmundo Largaespada, P. E. based on the review of the test report. C. CALCULATIONS 1. Anchor verification complying to FBC 2007, prepared by Al Farooq Corporation, dated 03/10/2009, signed and sealed by Dr. Humayoun Farooq, P.E 2. Anchor, calculation and structural analysis, prepared by Al Farooq Corporation, dated 10/29/2003 and last revised on 03-18-04, signed and sealed'by Dr. Humayoun Farooq, P.E. (Submitted under file # 05-1114.06) 3. Glazing complies with ASTME-1300-02 & -04. D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06-0216.06 for "Saflex IIIG, clear & colored interlayer" issued to Solutia Inc., expiring on 05/21/2011. 2. Notice of Acceptance No. 09-0310.02(Rev 03-1223.04, former Surface Specialties Tech) issued to Cytec industries Inc.. for "Uvekol Laminated glass, expiring on 02/08/2010. F. STATEMENTS 1. Statement letter of conformance to FBC 2007 and "No financial interest", both dated 03/10/09, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Laboratory compliance , as a part of above test reports. 3. Addendum letter to test report FTL-3773, dated Jan 26, 2004, issued by Fenestration Testing laboratory, signed & sealed by Edmundo Largaespada, P. E. 4. Statement letter/ list of approved"UVEKOL" laminator, issued by Surface Specialties (UCB Chemical Corp), signed by Jonathan Shaw, Ph.D. (transferred from file .# 05- 1114.06) G. OTHER 1. This NOA revises & renews NOA # 05-1114.06, expiring 03/18/2014. 154e� 1- Ll ,;.14 - Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 09-0319.06 Expiration Date: March 18, 2014 Approval Date: April 22, 2009 E-1 I 199' MAX. I I Z m'3 f F f N I (Y. O oI0 O W IUI 0 OE•, aLL I if 0 -a I J O N Q 3 Q w.riS�� 0 mI v � n � I m o rn 0 o r n Q ° U C] >� �¢= o 2 V � 3NW 1 CW_ ai mW W �lOd � o u B B PANEL WIDTH AT MTG. STLES S 1�tIDDUCT RENEWED o `w TYPICAL ELEVATION �'�p�4a th lhe.FbHda TESTED UNIT Btl81n8 Code SERIES-370 ALUM. SLIDING GLASS DOOR (L.M.I.I At pinpceNo o3/S06 �I DESIGN LOAD RATING FOR THESE DOORS TO BE AS PER CHART Eahop Dpte I /5/ SHOWN ON SHEET 2 MLml Dade Iodi.aY �` m 9 31^o m THIS PRODUCT HAS BEEN DESIGNED AND TESTED 'TO COMPLY WITH THE�+i+lop m o ^q o - REOUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING '> 'e - HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER I �. LOADS TO THE STRUCTURE. i I Engr: DR. HU. iYOUN FARDOO ANCHORS SWILL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE AND SMALL MISSILE IMPACT STRUCTURES I I EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I AND REQUIRE NO SHUTTERS. I F CAN. 35A, 57 =III '• I ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS J I�? ARE NOT PART OF THIS APPROVAL. o U 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 drawing no. 1 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS �, "� FAAR ®2009 W03-90 OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. sheet � pfsheel l 7_� DOOR WIDTH 6' MAX. CLUSTER OF 6 2 ANCHORS HEAD/SILL CORNERS AT INTERMEDIATE PLACES AT MTG. STILES d ANp AT ENDS 2• • • � AT MEAD/SILL �A ; _ _ ' 12 a o m a m c u no 44 1/4' MA%. 44 3/4" MAX. D.L. OPG. D.L. OPG. PANEL WIDTH 51' MAX. CLUSTER OF 3 DESIGN LOAD CAPACITY - PSF PANEL WIDTH`DOOR HEIGHT NOMINAL i R/W Fr./In. i GLASS TYPE 'A' ORH EXT. (+) INT. (-} 2/6 3/0 3/6 4/0 4/6 i 6/6 I 72.0 j 72.0 72.0 1 72.0 72.0 ! 72.0 72.0 72.0 72.0 72.0 -2/6 3/0 3/6 4/0 I B/0 72.0 72.0 72.0 ; 72.0 72.0 I 72.0 72.0 72.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 I;IF c I I•0 c I n '. c I n o f �+I c c - I xo xx oxo xxx Oxxo xxxx APPROVED CONFIGURATIONS (NON -POCKETED DOORS) 1/4• HEAT STREN•D GLASS .120' INTERLAYER FILM UVEKOL LID. RESIN BT UCB CHEMICAL CORP. 1/4' HEAT STREN'D GLASS SILICONE DOW CORNING 995 zal C Z m 3 In 1/4' HEAT STREN-D GLASS .090' INTERLAYER FILM SOLUTIA SAFLE%/KEEPSAFE MAXIMUM 1/4' HEAT STREN•D CLASS SILICONE DOW CORNING 995 zU3 Z m f I� II u GLASS TYPE 'A' GLASS TYPE GLAZING OPTIONS i ©loll© i i t i© I it OXXXXO 77T- 1 1 I r I Cho- I F c I ONE PANEL POCKET LEFT OR RIGHT TWO PANELS POCKET LEFT OR RIGHT THREE PANELS POCKET LEFT OR RIGHT TWO PANELS POCKET LEFT AND RIGHT FOUR PANELS POCKET LEFT AND RIGHT SIx PANELS POCKET LEFT AND RIGHT APPROVED CONFIGURATIONS (POCKETED DOORS) STRUCTURES FLA. PE ➢ 16557 C.A.N. 3535 Z009 MDUCT RENEWED ft eowpbing with the Fiorido B,Jding Code A—ptim -U /g•i7 C.Piw1Hon D.te M�1 (S, Mieui.Drtde' nff.el Dkill.. ^I I o �I 8 drowing no. W03-90 TYPICAL ANCHORS IN STAGGERED PAIRS IBY SEE ELEV. FOR SPACING w000 BUCK •• • � i a �I� (3 u o- W2� n Wl I � l�IiS►�������+�i'uM OEM � i ! il�li6 �!li III u U • I 2-1 �Ill.., � V.-I. "STRENGTH GROUT SEE TYPICAL ANCHORS IN STAGGERED PAIRS - SEE ELEV. FOR SPACI(N MIAMI-DARE COUNTY APPROVED MULLION h MULLION ANCHORS SEE SEPARATE NOA al I� I nl z 7; I a O w �I CL W x w OG a h V T/ To paac g I N Q O W�LL'b jug I awtif ,°� O N J f/• K � 0 O13 I —IN STAGGERED PAIRS V-IN STAGGERED PAIRS V SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING pl,.l N ZQ Q=U Y WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS 13c~v W T MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM < C - Oa AND TRANSFER THEM TO THE BUILDING STRUCTURE. Z z 3za TYPICAL ANCHORS: SEE ELEV. FOR SPACING W 1/4" DIA, TAPCON BY'RW' (Fu=120 HSI 1=92 KSQ 'W^ o�ma 9 METAL STRUCTURE TYPICAL ANCHORS N STAGGERED PAIRS SEE ELEV. FOR SPACING . y 1 /4" DIA ULTRACON BY 'ELCO (Fu=177 KSI, Fy=155 K51) PkODUCT RENEWED INTO 2BY WOOD BUCKS OR WOOD STRUCTURES hPC 9-ItA the Mlarlde 1-I/2" MIN. PENETRATION INTO WOOL)AmlAA pee No��d� a G m THRU 1 BY BUCKS INTO CONC. OR MASONRY Rndoo D°f T g 1- 1/4 M,N. EMBED INTO CONC. OR MASONRY ,gy_rJ.(tq J o F aBYWI�p ,L m ¢ DIRECTLY INTO CONC. OR MASONRY 1-5/8" =91 dMLYQo - = e aa MIN. EMBED INTO CONC. OR MASONRY SEALANTS: �' m o 1/4" TEKS OR SELF ORILLINr_. scacwc (GRADE 5 cR5) FRAME AND PANEL CORNERS AND INSTALLATION SCREWS INTO METAL STRUCTURES AT SILL AND JAMBS SEALED WITH JOINT SEALANT. STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) m 3 0 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) WEEPHOLES: (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) W1 - (6) 1• WEEP NOTCH AT EACH END OF SILL M14 SMS OR SELF DRIL IN • crRFwc I W2 _ (6) 1" WEEP NOTCH AT EACH END OF SILL �— � INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .100") (NO SHIM SPACE) Engr: DR. .NUNATOVN �ARC.'OG STRUCTURES FLA. PE 1 16557 I� I(� I TYPI D DI TAN C.A.N. OS]6 Y � INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. �. drawing no. CONCRETE Vc. - 30M PSI MIN. MASONRY Ym - 1500 PSI MIN. 7 T'IftAR R n V �ODa W03-90 I TYPICAL ANCHORS aA AT IB' O.C. SEE ELEV.� < Do OE eta iw 1■ Mon, EXTERIOR O/ PICAL ANCHORS 13' O.C. E ELEV. LO m Bc %IO Z "' �'ZZ W F N a ial Ian a a° O o ; 0' a UI -� a � xce C1 0 ,a 2< am>^ o t B O cane Nm6 ir aN Wa S In i I j SELF SCREWS AT 1 FROM FROM EACH ENO h ONE AT MIOSPAN =9 m I � $ 1 m K . am O M $ ____ fti-I Qa=U 10 Z3z^ 16 i' 3 z 30 ACCESS HOLE W (2) 810 X I" SMS 0 AT TOP k BOTTOM RAILS • O u u G TYPICAL ANCHORS AT 13'O.C. piav ° 'SEE ELEV. RRMUCf RENEWED U avnp41n6 with the Fiaride wal¢ o Belding Code %A.mpl n.N :sptrxdm D. • By��4 � f a of = � 6.0i D Pr."aZia -o - — - Dldsioa ,� o . c ` Engr: OR. HUNVWaUN FMO00 ' In °6 STRUCTURES 3 Fr . PE ! 18357 c i CAN. 33-M I - • • drawing no, i � � � p ZUfl9 W03-90 I �Sheet oqf 7 1 I1 o; �� liml n Z m I3i F m ICI IUI oJ CL O t a 14 Oa¢o FIXED CLIP FIXED PANEL INSTALLATION DETAILS O N m rc (TOP) 0: WI I Q W e1 �G F E. 14 I� II dl ox0 OR OXO REVERSE FIXED CLIP (BOTTOM) Q n II II O hvl 4I1 2 ZO -- 32 o< a. 1/4' TAPCONS a ~ O O 1-3/4- MIN. EMBED O O H J Q14 X 1-1/4- SMS K L t m GIs L s Sep g6o PRODUCT RENEWED - ammp1y16wltplheFleridn u� a EI.W.g Cody u ' Attepl.— Nq��i E:P�iI lion Dale / t / gBY/ Ls�r4 . C.�GH J4 mww ryww DWbio. •u o ` - c iiEngr: DR. Y.UNATOIIUIN SIRUCRES 1 FLA PE ! 7655CAN.0 CAN. 3538 drawing na. i � I � W03-90 E WrIAR 1 0 Z009 sheet 5 of 7 i Q .125 4.417 -i 7.462 3.147 1.fiI00 JL� L .842 F .072 j�'2.675 I .710 1.144 .062 1.600 3.000 - 375 T- I �J.000----�i (��3. m to J ,af ! �5.028y .060 1.375 I.a 77 j_I II I I-1.59fi•---�il•�1.596�1-1.596� FRAME HEAD SW-27509 O F f" a a Q ly m G O a o p I 12.529-�I 1.407 .062 1.581 .437 I STILE ADAPTER GW 37629 FIX. PANEL STILE GW 37637 FIX. PANEL CLIP GW 37743 Q owm Q a < o Q m �. N o m y e .N. 4.475�i 1.81� 7 .750 IF II} 1.000-I } r^I 706 436 IJ u� �I I V-1.065--I WALL ANGLEANEL T. LENGTH s PANEL HT. I--2.09J--j I' I 070 2.fi88 750 I- I -y t.000 r i I-.375 I 7I�I I I I 1.000 1.0I� 1.367 .045 I ® L� L Q w Oi _ jZ� Q w o I 4.000 O_ 2.060 r V n PANEL TOP RAIL GW 37632 TOP CLIP TM-I10 .758 t.162 L 3.248 1.367 REINFORCING BARS p S � m ^ 0 a m In 1.313 1.Ooo .875 .922 155 .522 2.230 2.562 MALE BUTT STILE/LOCK STILE GW 37623 I L o N p N O W 1L ¢ = n .750 1•367 062 DOOR FRAME JAMB ¢ ` .875 2.981 2.709 .06T 4.893 lI- 1.7� I L 1� 4.873 WALL INTERLOCK TM-105 2.782 .608 I.006 3.157 GW 34977N PRODUCC RENEWED H W W I 0. m Z 3 Z Z 0 . 2.762 .622j- _ II 0 F 1.367 1.693 t.t6s .090 2LEIE.845 �aamp1741K a Nw4Y the Fblida c G AaePhnC�G��O G WWI SIB 1.407 g zlm D 2.246UY�f•�/u PANEL BOTTOM RAIL cw 37624 DOOR FRAME JAMB cw-31172 3.119 POCKET MINOR INTERLOCK 2.230 .875 POCKET MAJOR INTERLOCK/ASTRAGAL TM-108 I�m1;Dre �fTefiH Dhidoa a o ¢ ¢ W g 5.834 iM-106 �2.015� 140 o m n S. n rin_ _ B c m a 2.500 .080 .625 j-1.670 .NO 1.271 2.564 Engr: OR HGMATWN FNi000 STRUCTURES RAPE ,1 16557 CAN. 3538 0 =m 3 4 .687 drawing n0. I WO.3-90' F-5.500 FRAME SILL .080 MINOR INTERLOCK REINFORCEMENT TM-107 �. ,095 MAJOR INTERLOCK REINFORCEMENT MAR 1 0 2909 TM-111 LENGTH - PANEL HT, - 4.5" TM-109 PANEL TOP CORNER PANEL'BOTTOM CORNER ITEM No. PART No. QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIEB/REMARKS 1 SW-27509 I. FRAME HEAD (3 TRACKS) 6063-T6 XXX 2 TM-111 1 FRAME SILL (3 TRACKS) 6063-16 XXX 3 GW-31172 I FRAME JAMB (3 TRACKS) 6063-T6 XXX 3A GW 34977 1 FRAME JAMB (2 TRACKS) 6063-76 XXX 4 7M-104 AS REOO.. WALL ANGLE BRACKET 6063-T6 XXX 5 TM-105 AS REDD. WALL INTERLOCK 6063-T6 XXX 6 GW-37632 1/ PANEL TOP RAIL 6063-T6 XXX 7 GW-37624 I/ PANEL BOTTOM RAIL 6063-Tfi XXX B TM-108 AS REGO. POCKET MAJOR INTERLOCK 6063-T6 %xX 9 TM-105 AS REDD. POCKET MINOR INTERLOCK 6063-TG XXX 10 TM-107 1/ INTERLOCK MINOR INTERLOCK REINFORCEMENT 6063-Tfi FULL LENGTH 11 TM-109 I/ INTERLOCK MAJOR INTERLOCK REINFORCEMENT 6063-T6 FULL LENGTH 12 TM-110 7 TOP CUP. 9-1/2* LONG 6063-TG 1 EACH ABOVE ALL INTERLOCKING k FEMALE STILES 13 GW 37637 AS REDD. FIXED PANEL STILE 6063-T6 XXX 14 GW 37743 1 AS REDD. FIX. PANEL CUP ALUMINUM XXX 15 GW-37623 AS REGO. MALE BUTT STILE 6063-16 PANEL LOCK SIDES 16 GW-37629 AS REDD. STILE ADAPTER 6053-T6 PANEL ASTRAGAL 20 4020-PILE 1 ROW 'ULTRAFAD' FIN SEAL WEATHERSTRIP WOOL TOP h BOTTOM RAILS 21 4037-PILE 2 ROWS 'ULTRAFAB• FIN SEAL WEATHER51RIP WOOL INTERIOR INTERLOCK STILES/FRAME JAMBS 22 4020-PILE 1 ROW i1LTRAFAB" FIN SEAL WEATHERSTRIP WOOL FRAME JAMBS/ASTRAGAL 23 XXX AS REDD. 3/4 a 2 1/27 LG. SELF-ADHESIVE FIN SEAL PAD WOOL I XXX 24 XXX AS REO'D POLYURETHANE SEALANT 25 DOW 995 AS REO'D STRUCTURAL SILICONE PANELS 26 TM-36205 2/ PANEL TM TANDEM ROLLER ASSEMBLY BOTTOM OF PANELS 27 TM-32476 2 TM LATCH ASSEMBLY WFOAIMENDS/INTERLOCKS MALE ASTRAGAL 2B TM-32424 2 TM KEEPER FEMALE ASTRAGAL 29 XXX 2/LATCH /10 X 2" OH. M5. ASSEMBLY SCREW LATCH ASSY. 30 XXX 2/KEEPER QIO • 1/2" TR. HO. KEEPER INST. SCREW FEMALE ASTRAGAL 31 XXX B/PANEL g10 a 1' PH. SMS. PANEL ASSY. SCREW STEEL PANEL CORNERS 33 XXX 2/CUP #10 • 1' PH. SMS. TOP CUP INST. SCREW STEEL HEAD INTERLOCKS 34 XXX AS REDD. 1' X V REINFORCING BAR STEEL AT FI%. PANEL STILE 35 XXX AS REOD. 3/8" X 1' REINFORCING BAR STEEL AT FIX. PANEL STILE STRUCTURES FLA. PE 0 IC557 C.A.N. 3538 MAR 1 0 2009 PRODUCT RE14FWF.0 =emply111X .Ia. I., Florida I" Cads #rnpl4aax No -O / •OG HhinNati, DAk ,www�e. /4. /Lf 8y S�i �5y m OW 1< vI z<= h a=U 0 DO I 2 ii n :ZGL 200 u y1 1-10 d r drawing no. W03-901