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RC-08-111 Miami Shores Village % s 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Expiration: 071201 Project Address Parcel Number Applicant 11'80 NE 97 Street ,1132080340280 KAREN VALENCIA Miami Shores Village, FL Block: Lot Own er Information Address Phone Cell KAREN VALENCIA 1180 NE 97 ST MIAMI SHORES FL 33138 -2558 Contractor(s) Phone Cell Phone Valuation: $ 2, 000.00 HO OW NER Total Sq Feet 128 Approved: In Review Available In spections: Comments: Ins ion Typ yp Date Approved:: In Review Final Date Denied: Type of Construction: GARA� Occupancy: Stories: DOOR Exterior. Front Setback: Rear Setback. Left Setback: ! " ? Right Setback: Bedrooms: ° ° JA ��� s Bathrooms: Plans Submitted: Certificate Status: Certificate DaM IAM I SH ORES V ILLAGE Additional Info: Bond Return : Classification: Residential Fees Due Amount Total Amt Paid Amt Due CCF $1.20 Education Surcharge $0.40 $ 0.00 $ 0.00 $ 0.00 Notary Fee $5.00 Permit Fee - New Construction $110.00 Payment Type: Scanning Fee $3.00 Technology Fee $2.75 Total: $122.35 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated January 22, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Tuesday, January 22, 2008 1 4- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/04/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Final Owner: VALENCIA, KAREN Work Classification: Garage Door Job Address: 1180 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060340280 Project: <NONE> Block: Lot: Contractor: HOME OWNER BuIlding Department Comments REPACE EXISTING WOOD GARAGE DOOR AND MOTOR HURRICANE MASTER GARAGE DOOR SYSTEM 0 5 2000 Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, January 31, 2008 Page 1 of 2 (1UW JAN 2008 Miami Shores Village .. Building Department BY: 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 BUILDING Permit No. gC OZ+ 1 l l PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (cirri Buildin Roofmg Owner's Name (Fee Simple Titleholder) '�'P 0 1/ '- 75J> 3 7Z ) Owner's Address //PQ A-AE 7 %5, City Ab'►'Al / State r Zip ,,.3.3 OP Tenant/Lessee Name Phone # Job Address (where the work is being done) / ® P 9 City Miami Shores Village County Miami -Dade Zip 3 3 /3dp FOLIO / PARCEL # Is Building Historically Designated YES NO . Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ °� �1 Square / Linear Footage Of Work: Zae J . to Z Type of Work: DAddition DAlteration E]New Repair/Replace El Demolition Describe Work: A- ! /A �� � K !S t f P-+C, sits c� a $; p�=.9 � � � 2 Ak C� -j u. P '� yos ea/ C �G / / S � Pg at �� � r�0� �S s � �e ��������x: x�x�����x��xx�x��xx���x�x�� / � y � ► ��g s xx���������: ����x�xx���������x�x��x���������x Submittal Fee $ Permit Fee CCF $ r' COICC Notary $ 5 Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zonin Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee, No e $ "' , AeL IK VS U0 MIAMI SHORES VILLAGE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable} _ fig.. A^ e_mL.BC A Mortgage Lender's Address e 0 "' (1 :S,3 5J ®� City A i State 6 A Zip 3 S3l p Application is hereby made to obtain a permit to do'the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. `WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE` RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property -is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be i ection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of (aVC , 20 &-, by 4itbu10 4 " k day of .20 _, by , who is personally known to me or who has produced .- TXW'5W who is personally known to me or who has produced 212b (1�1b As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Mf1NICALISSETHDIAZ Sign o _`= MY COMMISSION # DD`995 009 Sign: Qr Pub�Omierw Print: utt� °:° EoxlTrwNY _ - Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Id C4 Plans Examiner Engineer Zoning (Revised 07!10(07) I VILLAGE OF MIAMI SHORES OWNER BUIL D ER DISCLOSURE T` STATEMEN NAME: ti p VA /e"crgr DATE: aJ),-,; 1 y { Zt.AJ U ADDRESS: 11P0 °17,5i lq >,q St o,-LL.s FL 33 /3,? Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, FS 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own. contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the 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 supervise the construction yourself. You may build or 'improve a one - family or two= family residence. You may also build or improve a commercial building at a cost of $25,000:00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial ck- l/ 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial CL-L 3. :I have an understanding of the 2004 FBC & FRC °and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. 1 understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. h Initial �-� S. I understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 0 1 1 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If-for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company-or person. Initial C L U 7. - I. understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I'could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my with out first obtaining the proper permits by licensed contractors. Initial V Was acknowledged before me this day of GZY! 20 0 By Qbi'CaiU V U� �t r>a L► � w ho was personally known to me or who has EIKV Produced there License or 557 120 Z/(0 as identification. i .OWNER NOTA Y p . MONICA USSM DIAZ MY COMMISSION # DD 483995 s = EXPIRES: Oct * 20, 2009 F Via•' 8wdWTftNC"Pd*Urderwdten .........•. SAN 2008 .... ...... . ... . ..... . BY __ ........... r ? Paz- r+i Ttt y8a.1;'t0(�B� x i, i . 00 PERM ®' Miami Shores Villa e S APPROVED BY DATE ZONING DEPT BLDG DEPT SU8JECT M CC AMPUAN HVITH ALL FEDE STATE AND COUNTY RULES AND REGULATIONS 3- Y , G Miami Shores Building Dep artment Product Approval Schedule / Comparison Chart Address: S'�Permit No. — O ning Description of Window Prodnet Acceptance Product Approval Opening Des n Rough Opening Shutter Required Mullion Required Ympact or D oor or Mu ll ion Number Design Pressure ensure es No es No Yes / No PSF (- PSF ( +} PSF (-) PSF if Apr's • sees•• • • sees • • • sees** • sees•• •• • •• •• •• s• •s • •• •es • •sense • • • • • •s•• •• ••• • s••• • • • <0 SMUCTLO"kj4•I?1 =SIGN • r r (o r n' r ror f r mr r ' rCr rCC ro • m t r r r rnf . r r rtnCr r < r r r mrr c mt m m GARAGE DOOR AND RO LI G DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf) BASIC WIND SPEED V - 3 second gust) M . Width H ht o r (t 90 ' $5 90 100 110 1 20 130 14Q - .. Roof Angle 0 -10 de ees m 8 8 10,5 -11.9. 11.7 -133 14.5 -16.4. 17.5 -19.9 20.9-- -23.6 24.5 -27.7' 28.4 -32.2 `32-.6' -36.9 10 10 10.1 - 11.4 -12.7. 14.0 -15.7 17.4 ' .,19.0 20.2 -22.7 23.7 , -26.6 27.5 -30.8131.6 • -35.4 14 14 160..'-103 10,8 -12.0 13.3 ' -14.8 16.1 -17:9 19.2 -21.4 '22.5 -25.1 26.1 -29.1 33.4 Roof An le > 10 9 7. 11:4 -12.9 12.8 -14.5 15.8 -iT.9 . 19.1 -21.6 22.8. -25.8 26.7 - 30.2 11.0 -35.1 35.6 -40.2 10.9 -12:2 12.3 -13.7' 15.2 -1'6.9 1 18.3 -20 21.8 -24.3 25.6 -28.5 29.7 -33.1 s. _ For SI: 1 Square foot = 0.929 Sqm, I mph = 0.447 mis, I psf = 47.88 N /sqm. I. For effecctive areas or wind speeds between those above the load may be interpolated; 3. Ptu's aril minus signs signify pressures acting toward and away from the building surfaces: • '; 4. Negative pressures assume door has 2 feet of width in building's end zone. 2 ADASTMENT FACTO � 1- C • G1 F AND EXPOSURE. (X) (feet) B D I.Ofi 1.47 20 1.00 1 �9 .1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12. 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1 62 1.87 For SI: I foot =304.8 turn.. a. All table values shall be adjusted for other exposures and heights by multiplying by the ahme coefficients. 16.24R FLORIDA BUILDING CODE - BUILDING MIAMR DE .:. : : : : AVAM-DADE COUNTY, FLORIDA i IVCETRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 0 • . 140 WrM ];LAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION ; ; •; •; • • • • : ' •' MIAMI, FLORIDA 33130 -1563 ;(3J5}.-375 -2901 FAX(305)M-2908 NOTICE OF ACCEPTANCE (NOA) • • • • • • www.buildingcodeon DAB DOORS INC. 12195 NW 9e Ave. ." •" Hialeah Gardens, FL 33018 • "' • • % " ' • . . . • 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 the BCCO and accepted by the Building Code and Product Review Committee ( BCPRC) 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 BCCO (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. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO 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: Sectional Residential Garage Door 16' Wide. APPROVAL DOCUMENT: Drawing No.98- 05,•Sheets 1 through 4 of 4, titled "Sectional Residential Garage Door," dated 02123/98, with last revision on 05/20/05, prepared by Al- Farooq Corporation, signed and sealed by H. Farooq, PE. bearing the Miami -Dade County Product Control Approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,. city, state and fallowing statement: "Miami Dade County Product Control Approved or MDPCA ", 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 vall 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 arly section of this NOA shall be cause for termination and removal of NOA. LIMTPATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panel under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and-tensile tested according to ASTM E -8 by a Miami. -Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimens were selected from coils at the manufacturer production facilities, and a notarized statement from the manufacturer that only coils with yield strength of 39,000 psi or more shall be used to make panels for Miami Dade County under this Notice of Acceptance. 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 consists of this page, evidence page as well as approval .document mentioned above. The submitted documentation was reviewed by Candid Font PE. 07 VOS NOA No: 05- 0217.02 Expiration Date- July 21, 2010 Approval Date: July 2:1,2005 Page 1 . • • ••• • • • ••• 00 00 DAB DOORS INC. : : 000 0 4 0 0. NOTICE OF ACCEI'TAPC:Ec Z • ENd &ht • . • . • A DRAWINGS 1. Drawing prepared by Al- Farooq Corporagam 4t1l d ;tio*- p6dential Garage Door", Drawing No. 98 - 05, dated 02/23/98 with 14%est TIvisibd oh 05 /20/W Sheets 1 through 4 of 4 signed and sealed by H. Farooq, PE. • • 0 :.0 • • B TEST 1. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential with Windows" prepared by Hurricane Engineering & Testing Inc. Report No. HETI 03 -1328 dated 07/15103, signed and sealed by R. E. Droz -Sella, PE. 2. Test Report,on Uniform Static Air Pressure Test, of "Sectional Residential'Door" prepared by.Hurricane Engineering & Testing Inc., report No. HETI 03 -1329, dated 07115/03 signed and sealed by R. E. Droz -Seda PE. 3. Test Report on Tensile Test per ASTM E -8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, report No. HETI 03 -TO78 dated 10/31/03, signed and sealed by R. E. Droz -Sella PE. C CALCULATIONS I. Anchor calculations, prepared by Ai- Farooq Corporation on 05/10/01, Sheets 1 through 4 signed and sealed by H. Farooq, PE. D MATERIAL CERTIFICATION 1. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material" prepared by Hurricane Engineering & Testing, Inc Report No. HETI 04 -A002, dated 09/27/04 signed and sealed by R. E. Droz -Seda PE. 2. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material" prepared by Hurricane Engineering & Testing Inc. Report No. HETI 04 -T251 dated 11/29/04 signed and sealed L Ghia PE. 3. Test Report on Self-Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non-foam • PVC extrusion material" prepared by ETC Laboratories Report No. 04- 761 - 15019.0 dated 05 /06/04 signed and sealed by J. L. Doldan PE. E STATEMENTS 1. Letter of Code compliance prepared by Al- Farooq Corporation, dated 01/25105, Signed and sealed by H. Farooq, PE. 2. Letter of No financial interest prepared by Al Farooq Corporation, dated 01/25/05, signed and sealed by H. Farooq, PE and notarized by V. Bencid. Candido F. Font PM Sr. Product Control Exanxiner NOANo 05- 0217.02 Expiration Date: July 21, 2010 Approval Date: July 21, 2005 E -1 • #' TOP FIXTURE 5-1/2 X 2 -3/4" X 0.1 ° • • • PUSH OPTIONAL DOOR VIEWER •• • • • •• • STEEL PLATE WITH ONE 5/16 -18 MS W/ NUT 7 -1/2" X 3' X .071 • • • • • • • • • FASTENED TO END STILE WITH TO BE INSTALLED AT GALV. STEEL END ROLLER HINGE; ' ; ;' ; : : (6) #14 X 3/4" SELF DRILLING SCREWS ANY CENTER fl 9 W/ (6) #14 X 5/8 SMS • ©• • • •• Z ^ o c� CD ° CENTER STILES in f I a Q 7-1/2" X 3" X .071" • • fl • • • • • SEE SCH. 'A' r - . A p ° m w/ GAL to V. STEEL CENTER HINGE • • • • • • • • W/ (4) #14 X 5/8" SMS : • . ©•: • • �. to � qq 0 t7 LO DOOR _ 0 W . M •• • • •• •.• • N P4 CL • • • • • • • • • • I li • • • • • • •• • - M • • • • • •• • W !• v ° ••� i i i i i i•• •.� ° a � ' CO Ix N 1" W X .15 THK. LATCH I r — it E SPRING LOADED SLIDE BOLT LOCK. (60TH SIDES} o 3: o c� o w 3 ti ^ +n FASTENED W/ (4) #14 X 1/2" S.M.S. B B w o _ 0 �4 w to 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO _ to cn I Z Lo RC 1012 REGARDING GARAGE DOORS o 0 0 o a z N of <C 00 a W O o cn oIn to O 158 DIA GALV. AIRCRAFT TYPE _ Q CABLE & NICO -PRESS SLEEVE sIf W/ MIN. 5 TO 1 SAFETY FACTOR LLJ DO 7" X 3" X 0.1" ----- __ _ — - — - - -- - -- �--`- STEEL PLATE I d 3 ? WITH (4) #14. X 3/4' Li O j 0 SELF DRILLING SCREWS 04 a BRACKET BRACKET . a L 2 t U) 04 STD. L IFT DOOR LOW HEADROOM o — Z to DOOR OPTION — — vt rn a I DOOR HEIGHT CONSISTS OF �� O` Q 6' -6 2 SECTIONS 18" 2-SECTIONS 21" 7 - 7/8" X 3 - 1/8 ° X .010" Q 3 STEEL PLATE OPTIONAL VENTS OPTIONAL FLUSH FACE L— A o 0 Z 1 SECTION 6' 7' 1 4 SECTIONS 21" 3 SECTIONS 21" WITH (4) #14'X 3/4" SIDS (3). 5" WIDE AT 7" O.C. MAX. " WOOD GRAIN DESIGN OPNG. AREA NOT TO EXCEED 120 SQ.1N. MAX. DOOR WIDTH m C) �. 7' -6" 5 SECTIONS 18" - CENTER STILE 16' -2° t� N 2 7' -9" 4 SECTIONS 18" 1 SECTION 21` DAB DOOR MODEL 824 LLJ 8' 3 SECTIONS 18' 2 SECTIONS 21 OUTSIDE END STILE. INSIDE ELEVATION V-3. 2 SECTIONS 18" 3- SECTIONS 21 HANDLE RAISED PANEL EMBOSSED DOOR MAX. SIZE 16' -2" WIDE X 16' -0" HIGH 8' -6' 1 SECTION 18" 4 SECTIONS 21" 24 GA. ROLL FORMED STEEL 8' -9" 5 SECTIONS 21" - s' SECTIONS 18 - 5 ° DESIGN PRESSURE RATING = + 48.0 PSF o 9' -3 5 SECTIONS 18" 1 SECTION 21' LACK BAR GUIDES 9' -6" 4 SECTIONS 18 2 SECTIONS 21 INSTALLED ON END STILE - 52.0 PSF S 3 SECTIONS 18" 3 SECTIONS 21' ° WITH (4) X14 X 5/8° SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 10' 2 SECTIONS 18" 4 SECTIONS 21" .1ST X .6W LOCK BAR �. S m m 10' -3' 1 SECTION 18" 5 SECTIONS 21' ENGAGES IN TRACK GENERAL NOTES 15 10' -6` 6 SECTIONS 21' - ON EACH SIDE OF DOOR. CENTER STILES SCHEDULE 'A' 1. THIS PRODUCT HAS BEEN DESIGNED AND TINED TO COMPLY WITH THE vvi z IL t 0' -9" 6 SECTIONS 18' t SECTION 21' REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING 11' 5 SECTIONS 18" 2 SECTIONS 21 ° OUTSIDE KEYED LOCK CENTER STILES CONFIGURATION HIGH VELOCITY HURRICANE ZONE 11' -3" 4 SECTIONS 18' 3 SECTIONS 21` DO6R�WIDTHS III OF CENTER STILES * LOCK. BAR .LOCKING 'SHOWN ®® 2. ANCHORS SHALL S E AS LISTED. SPACED AS SHOWN ON OETNILS, ANCHORS 11' -6" 3 SECTIONS 18' 4' SECTIONS 21' 8'-0" TO $' -0' 2 EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL DRESSING OR STUCCO. ii 11' -9" 2 SECTIONS 7$ 5 SECTIONS 21' 9' -1' TO 11' -10' 2 c ad v o 12' t SECTIONS 1W.6 SECTIONS 21` 12'-0" TO 13' -10' 3 3. ALL BOLTS. NUTS AND - WASHERS SHALL BE ZINC PLATED CARBON STEEL 12' -3" 7 SECTIONS 21" - 1 W -0" TO 9' -0" I 14'-0' TO 15'-10"1 4 4. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 0 0 0 12' -Q' 6 SECTIONS 18" 2 SECTIONS 21' r® DOOR WIDENS, 15' -11" TO 16' -2' S ARE NOT PART OF � 1 - APPROVALS L a m v 0 12' -9 5 SECTIONS 18' 3 SECTIONS 21" 4 13' 4 SECTIONS 18" 4 SECTIONS 21' g MOT 5. A 33X INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD OLY. 00 a 13' -3" 3 SECTIONS 18" 5 SECTIONS 21 IV act J ® ®® ®� P MHO Engr. DR. Ht MAYOUN FAROM r9 p °- 13'-6 2 SECTIONS 18 "• 6 SECTIONS 21 13' -9 1 SECTION 18' 7 SECTIONS 21' STRUCTURES I 14' 8 SECTIONS 21' - Lt DOOR " 9' -1" TO 11' -10" _ 14' -0" TO 15' -10" S CAN 538 7 a ;, o t4 -3' 6 SECTIONS 18 3 SECTIONS 21 " rm DOOR WIDTHS P7 DOOR WIDTHS e 14' -6" 5 SEC 18" 4 SECTIONS 21" �! )L ��^^" Fl & C4 W 1 is 4 SECTIONS 18 5 SECTIONS 21" t5' ® ®� ®® ® ®® ®� ' 3 SECTIONS i8° 6 SECTIONS 21" � N�}� p Date .. drawing no. 15' -3" 2 SECTIONS 18' 7 SECTIONS 21 Miami 15' -6' 1 SECTION 18' 8 SECTIONS 21* 2QQ gggyg $ ^ O I5' -9' 9 SECTIONS 21" - 12' -0" TO 13' -10" _ ' 15' -11" TO 16' -2" i6' 6 SECTIONS 18" 4 SECTIONS 21" '� DOOR WIDTHS � �- DOOR WIDTHS � sheet 1 of 4 • " • . ... . . . ... 43i • • • • • • • • • • • • _ _ 24 GA. STEEL PANEL � z 16 GA X 2-1/4 X 3/4 X 2 i i i i i i i i -- i " �C GALV. STEEL U.BAR REINFORCING TRUSS • • • • • • • • • • • • v ® TOP OF PANEL TRUSS FASTENED TO z r- VERTICAL INTERMEDIATE STILES W/ . TWO + to S2 m m oiI X14 X 5j8 S.M.S. AND TO END STILE • • • • FLAPS BENT OVER PANEL ° Z a w t a, • • •• •• • • • �+ t p � W/ FOUR #14 X 3/4' SELF DRILLING S. • ••• • • ►--i 04 + v I a+ ••• i i •�• i•• i•• •• 1/2 PUNCHED HOLES • ••• • • • • •• • Imo' i i i i i i i • ®4" O.C. �1 �� h- 1 � •d- 16 GA. X 2 -1/4 X 3/4 X 2 s, 1 z K Z j GALV. STEEL U.BAR REINFORCING TRUSS t 43' t 00 055" X 2 -1/4 X 3/4' X 2- TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES I� Ong Q Wj TWO # 14 X 5/8 S.M.S. AND TO END STILE O >` GALV. STEEL U.BAR REINFORCING TRUSS CO - N BOTTOM OF PANEL TRUSS FASTENED TO W/ FOUR # 14 X 3/4" SEL.S DRILLING SCR. c/ 0 TILES W TWO. i w � �` q VERTICAL INTERMEDIATE STILES 16 GA. X 2 -1/4 X 3/4 X 2 _v #14 X 5/8' S.M.S. AND TO END STILE GALV. STEEL U.BAR REINFORCING TRUSS - I I z � - W/ FOUR #14 X 3/4 SELF DRILLING S. TRUSS FASTENED TQ VERTICAL INTERMEDIATE STILES - _ �1 e .4 � c l l W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE C, w W/ FOUR # 14 X 3j4 SELF DRILLING SCR. t 1/2 X 1 -3/4 X 16 GA. t O OPEN TUBE - O 0 TOP & BOTTOM OF EACH PANEL 3/16 POP RI t - AT 4" O.C. t I ° L`I a CO + (6) FOR 21 STILES ® ° < O (5} FOR 18 STILES Q to + �' � � D O D BOTTOM SEAL ¢ ti .058 ALUM PLATE Z U Z .t• WITH 1/8" X 1" S.M.S. 0 48" O.C. - - - END STILE © Z t- Z m AND RUBBER WEATHERSTRIPPING 024" STL PANEL W O p t 1 ST SECTION (BOTTOM) INTERMEDIATE SECTIONS TOP SECTION OUTSIDE OF DO O � c3 O z REINFORCING REINFORCING REINFORCING o = a `W .v d N OPTIONAL STOP MOULDING �_ _ BY DOOR IN (n STEEL TRACK BRACKET FASTENED #14 X 5/8 SMS 3/4' X 2" X 2 -1/2 X .049' STEEL. TO WOOD JAMB WITH 6 PER HINGE END STILE, CONNECT TO PANELS WITH 5/16 X 1 -5/8' LAG SCREW ,FLAPS AND (5) OR (6) 3/16' ALUM RIMS S OLID BRASS DOOR VIEWER HEX WASHER HEAD TYPE A SEE DETAIL ABOVE 1/2" X 1 - 3/4" X .058" FORMED STEEL GLUED TO PANEL AND SECURED TO BY 'SCHLAGE SECURITY HARDWARE' END STILE WITH (4) 3/16 - POP RIVETS INSTALLED IN 9/16 DW HODS IN CENTER STILE z SOUTHERN PINE aad 1 -7/8" X 2 -5j8" X .049' STEEL 3' MIN POSITIONED AT EYE LEVEL g us 8 0.55 S. ~ • e j CENTER STILE, GLUED AND RIVETED EDGE DISTANCE m m TO PANEL W/ (4) 3/16 RIVETS POP RIVETS IL i 2" MIN. # 14 X 5/8" S.M.S. ' ; a-°1 / • A ?.; o L £QG t 4/ HINGE t. •' l,• _ . 1". ' 1 O N N 3 / 8 - DL4. POWERS WEDGE BOLT ANCHOR d m c ui I 3-t j2' MIN: EMBED INTO GROUT FILLED BLOCK 0 � 2' MIN. EMBED INTO CONC. (3000 PSI MIN.) ®c v 0 2" X 2 -3 /16" X 3 -1/2 X .010' 1 PER BRACKET STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING t t t t t w u Engr. OR YOUN•FAROOQ N STIRk=RES t FLAL PE � 18•�s57 c t 2-1/8" X 1" X 078' i t SAN. 353L;< as m GALV. STEEL TRACK I�t Ids v FASTENED TO 1 /4-20 SS BOLT // TRACK PLATES 7 -1/2" X .050" INTERIOR SIDE &NUT ° v W/ 1/ SLOTTED M�S. LOCK .NUT CENTER H INGE S 7 -1/2 X .071- �F OS 7j8 " PUSHNUT END ROLLER HINGE Ltllkwl Dade adcaa� drawin no. INSTALLED ON ROLLER SHAFT SECTION B -s " " LI viAm 9 8 -- Q 5 1.82 DW. f 44 DI A. X 5� ST M W ,SUN 4 6 sheet 2 of 4 POP RIVETS • • • r • 5jlf,,X 1 -5/8" LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT AS ROOD. 2 •• •• •• •• • ° SLEEVE ANCHORS BY DOOR INSTALLER • . . • • • * Wn 1 -1 4" EMBED INTO MASONRY ALE DRUM CENTER SllPPORT REDD. ON DOORS Q 5 16 14 GA. GALV. STEEL ADJUS*BLE: / OCCEEDING 8 FT. IN HEIG o 1 SLIDE FASTENED TO BRACKCI' • 3 PER BRACKET Z o W/ 5/16 -18 X 3/4" HEX HEAD C M. SCREWS & NUTS G G Qp 2 -b /2 X 4 -1/4" X 13 GA. STEEL PLATES DOUBLE TRACK Q N 14L�ES•1 1 -1/2" X 1 -1/2 X 14 GA ANGLE - LOW HEADROOM OPTION H a C HORIZ. TRACK LENGTH FASTENED TO TRACK = OPENING HEIGHT PLUS 12 • • WITH (4) 1/4 -20 SS. BOLT & NUTS __ "Q+ o a �¢ HORIZONTAL REINFORCEMENT a a 1/2 X 1 -3/4" X .058" FOR%WD •S•AEEL • • • too • • DOOR • SECTION HEIGHTS BRACKET PLACEMENTS GLUED TO PANEL AND FAST&, aQ: ; •, % HEIGHT L ` VERTICAL STILES WITH • • , , , , • , , 1ST 2N0 3R0 4TH 5TH S 1 B2 B3 B4 B5 B6 $7 B8 C7 tn t (2) 3/16" POP RIVETS • • ° i i °. ° i i i • • • ° 6' - 18" 18" 18" 18" N/A 1 ° 11 -3/4" 23" 34" 45" 56" 67" - w � o tn 2 3/4" X 5 -1 J2 ° X 3" X .104 b 6' -6" 21" 18" 18" 21" N/A 1 11 - 3/4" 23" 34" 45" 56" 67" - Z w " O - 00 GALV. STEEL 7' - 0" 21" 21" 21" 21' N/A 1" 11 - 3/4" 23" 34" 45" 56" 67" 78 O � ¢ ¢ 1 TOP ROLLER BRACKET (DOUBLE) f O C " ^ o to FASTENED WJ • (6) # 14 X 5/$" S.M.S. 2" X 5 - 1/2" X .104" 7 - 6 b 18 b 18 b 18 b 18 " 18 " 1 " 11 - 3/4 - 23 ° 34 " 45 b 56 b 67 b 78 - 1/4 0o FASTENED a STANDARD LIFT DOORS GALV. STEEL 8' -0" 21 " 18 18 18 21 " 1 " 11 -3/4" 23" 34" 45" 56" 67" 78 -1 /4 � 3 to FASTENED W/ (4) # 14 X 5/8 S.M.S. W w n TOP ROLLER BRACKET FOR *- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM 1 z to LOW HEADROOM DOOR OPTION FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TOP BRACKETS AT 10" O.C. � c� to ¢ HORIZONTAL REINFORCEMENT ^� w N � 1/2" X 1 -3/4 X :058" FORMED STEEL GLUED TO .PANEL AND FASTENED TO VERTICAL STILES WITH 14. GA. GALV. STEEL TRACK Of (2) 3/16" POP RIVETS O 5/16 MEETING RIB 2 -1/2 X 3 -3 /4 X 12 GA. OR � 00 5 !E 2 -1/2' X 4 -1/4" X 12 GA. o 1.82" DIA. X .50" STE& ROLLERS i0 TRACK BRACKETS 2 -3/16 HIGH M W/ .44 DIA. X 5" STEM = = CONNECTED TO TRACK WITH ONE C9 > M z m 1 /4 -20 BOLTS & NUTS. Q zo _ OPTIONAL INS °O 'APACHE PRODUCTS CO ' HILTI SLEEVE ANCHOR SPACING m Z U N Ld EPS- EXPANDED POLYSTYRENE STEM RUCTURE 8Y OTHERS ? BY 'APACHE ~ Z ANCHOR STRUCTURE. EMBED SPACING a 00 Li.i DENSITY = 1.07 PCF m MUST SUPPORT THE LOADS IMPOSED ° 07 p I OR .A• #01- 1108.09 BY DOOR SYSTEM 5/16 BLOCK 1 -1 b 4° 5' 0_ a Q 7 CONC. _ ISO -25 POLY - ISOCYANURATE m 3/8 BLOCK 1 -1 6' Q Z O t4 4 DENSITY = 2.0 PCF CONC. 1-1/47 7 Z ..0 o N.O.A. #01- 1108.08 CONC.= MIN - 3000 PSI O M Lo m 1/4 0 HEX HEAD MIN. EDGE n _ M.S. &. LOCK NUT 0 12 ° O.C. pISTANCE + 14 GA. GALV. STEEL m — TYPICAL ROLLER HINGES FASTENED \> W/ (6) 14 X 5/8 SMS m + 3' X 2"-X 14 GA m 1 -1 /2" CONT. STEEL ANGLE ° m 2 -1/2 X 3 -3/4' X.102 - O (�- 0 8 MIN. 024" ROLL FORMED STEEL PANEL 2 -1/2 X 4 -1/4 X .102 ° 0 DRAWING QUALITY STEEL FLAT BRACKETS ® ±12' O.C. m MIN. YIELD STRENGTH 39 KSI CONNECTED TO CONT. ANGLE W/ 1/4-20 SS BOLT &NUT WITH PRIMER AND BAKED -ON (3) 1/4 0 SPOT WELDS ONE PER BRACKET c`i g POLYSTER PAINTED TOP COAT TRACK CONFIGURATION m APPLIED TO BOTH SIDES OF'STEEL 2 -1/8' X 1' X .078 7 d GALV STEEL TRACK a R 1 TI . ' ALTERNATE TRACK NSTAL.tA ON FASTENED TO TRACK PLATES 04 WOOD�BUI BUILDIN W (2) 1 /4- 20X5/8 TRUSS HD. M �- S c � v o STUD WALLS OR DOOR 6PENING .SHALL BE FRAMED SOLID a o cl BY NOT LESS THAN 3 .M.S. &LOCK NUT 2X6 PRESSURE TREATED GRADE 2 c OR BETTER WOOD STUDS. m 0 � o STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED WOOD BUCK CONNECTION TO MASONRY W/ (4) .# 14 X 5J8" SMS TRACK SHALL BE SECURED WITH TRACK BRACKETS TO iErs3r. DR HUM- OLIN FAROOq PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BOTTOM SEAL BE ANCHORED TO GROUTED REINFORCED MASONRY } PE TU 16557 0 1 058 ALUM PLATE BLOCK WALL OR CONC. COLUMN W/ 1/4" TAPCONS ti T1a} C.A.N. 3M WITH 1/8' X 1' S.M.S. 0 48" O.C. WITH 1 -3/4 ° EMBED AND A SPACING OF'1 O.C. Apprm ed plying yft tu d ;; AND 'RU$BER WEATHERSTRIPPING OR 3/8' DYL HILTI SLEEVE ANCHORS, 1 -3/4" MIN. I:•7ortda L t EMBED AND •A SPACING OF W O.C. Date U7 ps THE BLOCK WALL CELLS SHALL. BE GROUT FILLED AND NbA# REINFORCED WITH FOUR # 5 BARS EXTENDING' INTO Mkia iDad , , ' drawing no. SECTION A —A FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE SEE SHEET 2 FOR LOCATION CONTINUOUS CONTINUOUS FROM TIE BEAMS TO FOOTING. JUN Q 6 2 0 05 98 : --0 5 OF REINFORCING TRUSSES • PREPARATON OF _IAM$S BY • OTHERS sheet 3 of 4 + •• •• • • • it A °•i• 1 DOOR PANEL i i i i• p 24 GA. (.024) STEEL MIN. • •, • • • • • 0*4 Z on o :k 0 18 1 /8 CO m • MAX. • �• •• }► ° ice, W i ,mss 3 i . o i i 1.765 ? u') 7/16 DIA. WASHER g o 1.144 a i - � • • i i • • • i• B C i 1 ••• O d. (40 #8 X 3/4 SMS •• •• Z W M o t t 0 3/8 FROM ENDS �' � > °O AND 7" O.C. MAX. 176 p ¢ S I D0 0 Ec C4 j I j t \ (4) #8 X 3/4 SMS I t EXTERIOR FRAME ®1 -3/8" FROM ENDS F I { j i I ! • t AND 6-1/2" O.C. MAX. • RIGID PVC ONE PIECE INJECTION ry F O ir IIII .175 X .062 DEEP — � - - _ _ Q GROOVE < O 1/4" POLYCARBONATE LEXAN LL I 1.725 BY GE NOA J03- 1210.04 N S Of IIII ~ � W Z m O ° 00 LLd w Ld 0 0 �-C, iiii . W Z r. 3 i i INSIDE ELEVATION b— .BOO 0 in M. ! ! !! RAISED PANEL EMBOSSED DOOR WITH WINDOWS �- m � • * INTERIOR FRAME t,.t n _z W j i i RIGID PVC ONE PIECE INJECTION ! I ! I PLASTIC COMPLIES WITH i►ii SECTION 2605.2 OF FBC 2001 SEE EVIDENCE PAGE .175 X .062 DEEP GROOVE jlj c o (4 )8 X 3/4" SMS #8 X 3/4 SMS 175 X .062 DEEP �• 0 3/8 ° FROM ENDS a GROOVE 1.1lu 1 -3/8 FROM ENDS AND 4 -1/2 O.C. MAX. AND 6- .1./2" O.C. MAX. W I I — ....../ O p N N to C m V O \ J (4) #8 X •3/4" SMS \ = 1 • -• -•- -•- •- - • -' -•- - - - - - - -- ® 3/8" FROM ENDS _.._.._.._,._.._ .._.._.._.._.._.._.._.._.._.._. AND 7" O.C. VAX. -- ---- - - - --� � Engr. DR. HUMAYMN FAROOQ , i n smucTuRL'S j' 7/16.° DIA. WASHER DOOR PANEL FLA. PE 16557 0 24 GA. (.024) STEEL MIN. EXTERIOR C.A.N. Appmedastomplybg 81 $ C� o A 75/16" MIN. D.L. OPG.(ae 7 21 © $ a v n (3A# DOOR PANEL GLASS BITE -� drawing no. 24 GA. (.024) STEEL MIN. WINDOW MOTH �. ,�`- 98 JUN Q •200 sheet of 4