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867 NE 91 Terr (9)Miami Shores . Village 10050 NE 2nd Avenue Printed: 8/13/2002 Applicant: CAROLEE MCINTIRE Owner: MCINTIRE CAROLEE JOB ADDRESS: 867 NE 91 TERR Parcel # 1132060050280 Building Permit Phone: 305 - 795 -2204 Permit Number: BP2002 -1401 Page 1 of 1 Contractor FORTRESS CONSTRUCTION CORP Contractor's Address: 3663 SW 8 ST 204 Local Phone: Legal Description: GOLDEN GATE PARK ADDN PB 6 -130 LOT 23 & E10FT OF LOT 22 BLK 2 Fees: Description Amount FEE2002 -4481 Building Fee $100.00 FEE2002 -4482 Buildier's Bond $300.00 FEE2002 -4483 CCF $4.20 Total Fees: $404.20 Total Fees: $404.20 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 2/9 /2003 Construction Value: $6,200.00 Work: WINDOWS IMPACT RESISTANT If there is no permit package accessible on the job -site for inspectors to verify, there will 'be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, *drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: > (INSPECTOR) 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 responisibility for all work done by either myself, my age t, servants or employs. Sign �k `^ 1J/ "w (Contractor or Builder) BY: BY: FOR CAROLEE MC INTIRE 867 Ne 91st Ten Miami Shores, Fl 33138 PAY THE / J / n ORDER OF / 1 4 . . � J/ : $ ,./ . .-7 � I `v (r !C t L 4 tiz,„: ��`� "� �`r`.i �U� DOLLARS [I M ., First Union National Bank y � R/T 067006432 I °t/'lLe /0 3 1:0 6 700 6 4 3 21: LO LOO L 7 6 3 L 4 2 210 0 295 DATE O Z 0295 63- 643/670 BRANCH 03044 • HARLAND 1998 MIAMI SHORES VI LAGE BUILDING DEPAR 4 305-795-2204 Building Inspection Request 14 '0 Date *I Type Insp' Permit No. Name Address 3 l ) ' \ - Company 7)x Phone # Inspection Date 25 A p pi Correction Re-Insp'n Fee ELECTRICAL TYPE Minimum Fee ()1 TYPE Dryer (1 'fITE Outlet, Appliance Q'fl' •1'1'1'1: Service Repair QTY A/C Central 1 -3 Ton Dryer Vents, Number of Fan Ventilation, Cost Outlet, Wall Ductwork, Cost of Service, Temporary Periodic Inspections A/C Central 4 -7 Ton Fire Sprinkler System Fire Pump • Outlet, Switch Fireplaces, Number of Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. '1'11'1: (11'1'. Condensate Drain '1'1'1'1•: Q'I'1". Generator TYPE Q'I' Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping • Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel PLUMBING Tl'1'1•: A/C Condensate QTY. TYPI'. Drains, Roof QT1'. Tl1'E Miscellaneous Fixture Q"I'1'. '1' 1 1 '1•: Soakage Pit Q'I Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace • Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 2 I1IPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village -Mall on Construction Lien Law and Choosing a Contractor. STATE 0 ' ORIDA, CO ' Y F MI Signature of Owner 2& c- C' / ( `, L C // )e Print Name Sworn to and subscribed before me this Signature of N p - State pit1 Florida, MY COMMISSION # CC838521 EXPIRES Q nv t ns Ina argas •, SEAL: Personally known J\ day of'f —t May 18, 2003 ? of F 6 " , BONDED THRU TROY FAIN INSURANCE, INC OR, Produced Identification Type of Identification Produced: goa . e of Contractor / Quali Sworn to and subscribed before me this S 00 nt NXme Signature of Notary Public - Sta f Florida SEAL: Personally known PERMIT APPLICATION OF FLORIDA, COUNTY OF MI D e day of E r l ? MY COMMISSION 8 Cr ra... �. • EXPIRES: November <<; 'f,,, Boded Thru Notary Public Un6_• Type of Identification Produced: Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: CONTRACTOR '‘ Name -- /-- 0 erg GS, (0 10571a t) ere tN Go l e, License Not c C O C' 7 9 Address 3663 5. kJ $sr /7e 2r y rGt,4-7! F . 33/'S°' Telephone 3 6 757 ,7 -? • x Gc8 o3Fs Qualifier Nam �.yi104?/ &d Lit efl7 PROPERTY OWNER y Name GmteULE / 4(C /oe-, Address O to nfi/9foi A/ e 9/ 7-4.- S FL- Home Telephone -- .p� -- 7 • 8 g) Oil/ Business Telephone -3 37 Z /2- 6<� Fax . t) c . 3 72- d/ TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERI1IT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ (¢.005 /sq.ft.) SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE ( z .ft. x/1000 (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ OLe av ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2 AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Job Address: Step 1. Complete the attached permit application which must print or type to allow for a more accurate processing ted along with this permit application. Step 2. Submit the completed application with all necessary processing of your application, you may be asked to Address PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other nc F/ 7 Apt. Folio Number / 3 2 -0 to - 2 :)5 D 2 - 670 Lot 2. 3 /0 Block 2— / Sutbdiviston 4) G ;4-r %/9 ttPB CO PG / 3e) 14-00.2 Current Use of Property Proposed Use of Property / e Tenant Information PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: be signed by the property owner and qualifier. Both signatures must be notarized. Please of your application. If roofing work will be done, a roofing application must be submit- documents to the Building, Planning and Zoning Department for processing. During the submit additional information. APPLICATION A /69 S" h` .ls- IC - 3.4/2.> City Description of W ' 1 I ni '# .4) '7 1N\ i l "4 Zoning Linear Feet Square Feet / `' i! �- U n i ts Floors Value of Work li 2 O 6 Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT APPLICATION ENGINEER Name License Address Telephone Fax • a ate Florida County Dade 63' ,Kitchen CI - - Living Room • , U I7q I 15' Stg 2 "' rl �X5o -c fr rtaSC �Jtilit_ m U Bedroorns Beth — 42 . 5 ' CIst V 1� a inin Bedroo Area ass x 50W i 14' � 14' Srr. � 20.5 . Porch Interior Walls for Visualization Oniv!J! File No. 97041 Zip Code 33138 Hull & Company, Inc. • 2150 South Andrews Ave. 1 Ft. Lauderdale, FL 33316 (954) 527 -HULL - Miami 945 -8282 - 800- 678 -HULL (4855) Fax (954)- 524 -0479 INSURANCE BINDER Regarding: FORTRESS CONSTRUCTION CORP Producer: ACORDIA SOUTHEAST (MIAMI DIV) 2901 Bridgeport Avenue P 0 Box 847 Coconut Grove, FL 33133 Attn: Lissette Effective Date: 3/19/2002 Exp. Date: Form of Coverage: Commercial General Liability Please advise within 10 days of receipt of this binder Co. Limits: • $1,000,000.00 $2,000,000.00 $1,000,000.00 $1,000,000.00 $50,000.00 $1,000 Each Occurrence General Aggregate Products Aggregate. Pers. Inj. & Adv. Inj. Fire Damage Medical Payment Terms & Conditions: Employment Related Exclusions: Year 2000 Computer - Related & Other Electronic Problems, Total Pollution, Practices, Punitive or Exemplary Damages, Asbestos, Silica Dust, Toxic Substances, Lead Exclusion,Noluntary Labor, Employee Exclusion, Subsidence of Land, Roofing Operations Conditional Exclusion, Overspray or Spillage, Contractor Subcontracted Work Conditions, Known Injury or Damage, Contractors - Professional Liability, Construction Management Errors & Omissions, Nuclear Energy, Microorganisms, Biological Organisms, Bioaerosols (continuedon attachment) Company: NAUTILUS INSURANCE COMPANY Sent bit: Frank : Scott . . 4/19/2002 .i 3/19/2002 Risk Location: 3663 SW 8th Street, Miami, FL 33135 Policy No.: TBA if amendment should be considered by. Hull & Premium ' $1,997.00 Policy Fee . . . $35.00 Inspection Fee $ 0 50.0 Surplus Unes Tax 5% $6.55 FSLSO - Service Fee 0.3% Total: $2297.65 • Remarks: This quote is based on current underwriting information. Any changes including newly incurred losses may alter these terms. No Prior Losses/Claims, GL Rating Basis: $16,700 Payroll - Executive Supervisor & $100,000 Cost of Work Subcontracted Department: Commercial Lines ty AC# cQ, Fir.. 'j ,,;.. STATE OF FLORIDA • ;+ .1.0 ;{ 0 °� � r*• wb tt WEPARTMENT: OF. BUSINESS • AND: %PROFESSIONAL' REGULATION • - 1 , :i. ' - 4` - 4'` CONSTRUCTION INDUSTRY LICENSING BOARD SEW L02.972501346 - • l i } '-L• :' .. �. p'-' -_ . 1? . ti ,.+ DATE BAT H k u : c +, ..z l2'S /f)6 2'(f)'44 'f;C'f1 4719 ,9�Aa,- � �:-.:: A t v i v .. 4 , . '' ` �'� T 7 e ENE ' p -� ,. R , ms s G _R AO,NT z RACTOR f: �r : 11.'% >'Name below;s,IS CERTIFIED v� z `. = .p- _ .1t Und - ;the resions of n 'vi Cha ' ' . � Expiratio date: AUG 31, 200! . °�� :,.y M f .n•r•� .tt , , s • ��' f � ,.+'.,.;; i� : y r:-..... } i 5, C tc it •i• "4' ' _i ce f� � • .. GONZALEZ MANUELr P t•,.it s i b . rG 3663RSWS8THNSTRSTE I RPORATION 204 CO t? „•3 Yuj1,..c MIAMI FL 33135 _.. • F . JEB - 1BUSH t ^`' : • • ."GOVERNOR ' =. (!FINS F. NRR v .: rnra`::'�r, . DISPLAY AS REQUIRED BY LAW �. L ' • KIM 'BINKLEY- SEYER` SECRETARY'; - �;t. , '! vat): .t :.t. 4P f yQi {;l t • 'q 4'I- 11.x')- ,i.�?1,ff;gr' „ I. J) 1:1,-,1:0.7;• ii;j4i:1- :i A- ,, .,Y,1,;% •,, 11(.4 1i: .f1.1)“.'a'!a.. .,: + it i:t:11I:j1; •1: • •• 291552. -9 . la•VegV (RUCTION CORP • 3663= 'SW. ST 33135='MIAMI.• OWNE •. 1 FOR I TRESS'CONSTRUCTION'CORP• • l6eGBune�s _ __ WORKERS \I A �':rT 11T• T _ THIS IS AN OCCUPATIO TAX ONLY. IT DOES NOT PERMIT THE LICENSEE TO VIOLATE ANY EXISTING REGULATORY OR 2ONIN0 - .."...."._ '... 'LAWS OF THE COUNTY OR CITIES. NOR DOES IT •EXEMPT THE LICENSE! FROM ANY OTHER UCENSE OR PERMIT REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE U C E . '$ OUAUFICA. FORTRESS CONSTRUCTION MANUEL GONZALEZ PRES 3663 SW 8 ST #204 MIAMI FL 33135 'RENEWAL LICENSE NO. 304850 -1 204 STATE : #CGC047196 PAYMENT RECEIVED'•' MIAMFDADE COUNTY. TAX r COLLECTOR: , a : •: ,; 0 8 % 1 3[ 200 • 1 .1 0210003 77001 0000400.. t1I ��11II�IIII I' II�IIIIII��III�IIInII�111I�IIl1 'T�� SEE OTHER SIDE FIRST -CLASS U.S. POSTAGE I PAID MIAMI, FL PERMIT NO. 231 FROM :JANDTGLASS • MIAMl•DAI BUtLOIMG CODE COMPLIANCE OFFICE PRODUCT CONTROL DiViSIOti NOTICE O1F ACCEPTANCE NOA PCT Industries 1070 Tcchaology Mire Nokomis, FL 34274 FAX NO. :3052610251 Aug. 09 2002 04:52PM P1 rggeroupl 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 thc Board of Rules and Appeals (BORA) to be used in Miaini 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 Dadc 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 thc 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 High Velocity Hurricane Zonc of the Florida Building Code. DESCRIPTION: Series "HS 710" Alurnlnum Horizontal Sliding Window- Impact Resistant APPROVAL DOCUMENT: Drawing No.4t 12, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed sealed by Robert L. Clark, P. E.. dated $ /22 /02 bearing thc Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 becn 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 thc 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 thc user by the manufacturer or its distributors and shall be available for inspection at the job site at thc request of the Building Official. This NOA revises NOA # 99.0204.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. 0030502e.MAX •r7 O tiva ? (,! «,o MIAMI -DADE COUNTY, FLORIDA Tuf t: TKO -DADS FLADLER DLILOING NO WEST FLACLER STREET, SUITE 1603 MIAMi, FLORIDA 33130 -1563 (305) 375 -2<)0I FAX (305) 375 -2908 NOA No 02- 0305.02 Expiration Date: May 20, 2007 Approval pate: June 27, 2002 Pa ge t 5ES10N PRESSURE RATING: -75 P.S.F •66.7 P.S.F. CRASS -YPE A OR B DETERMINATION (SEE NOTE 1) !W'.NDOW WINDOW HEIGHT 26.000 i 38.375 44.000 50.625 63.000 i WIDTH . 26.500 A A A A A 1 37.000 A A A A A 1 44.000 A A A A B 53.125 A A 6 6 6 63.000 A B 8 8 6 1 74000 A B 6 8 B LARGF MISSILE IMPACT WINDOWS GLAZINC OPTIONS A1-S0 SEE TA6LE MOW AND GLAZING CEIAILS SHT 5/1 6' (.350) LAMINATED USING MONSANTO SAfLEX NB OR DUPONT W/ EARACHE INTERLAYER BETWEEN (2) !RES DT: A. 1/8 ANNI"ALE0 GLASS 8 1/8 HEA1 SIRENGrI -E.A80 GLASS 2. CONFIGURATIONS: X0 or 011 3 DESIGN PRESSURj RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASCO ON FESTZD PRESS:ARE & GLASS TABLES AVM E 1300 -98 8. POSITIVE O€SIGN LORDS BASED UN MILE TEST PRESSURE & GLASS FASCES' ASTM E 1300 -98. 4. ANCHORAGE. SINGLE ROW OF FASTENERS LDCAT'EO AS FELLOWS & PER SHT 3. •.•fD & SILL: MAX. 6" FROM c0RNERS. MAX. 4" & B' ON EACH SIDE. OF MEETING RAIL CEMERUNE. MAX. 15 SPACING. JAMB: MAX. 6' FROM CORNERS. MAX. 12 1/2" SPACING. 5. 51•ttT1[R RCOUIREM[NT. NO T.-RATERS REQUIRED. 6_ REFERENCE TEST REPORT- FTL- 1 58 i /4. LAAX 0)110 LATE DAYLIGHT OPENING 3" MAX hEKOTF - -7 33 5/8" MAX 1 DAYLIGHT OPENING Y MAX TROTH 33 5/8" MAX GAYUG!'.1 OPENING ELEVATION x 8' IAA1( 1- - -T-r 8" MAX 4' uAx - �--� MAX 7 T 57 17AX NOR DAYLIGHT OPEMNG c. SEE NOTE 4 014 UEETING RAIL ANCHORAGE 5 GLAZING 064.0 Alum. 6053 -15 _ WHlI .oA7 Th4P1ER Num. 8063 -75 7 FLANGE FRAME HEAD Alum. • 63-75 F, FLANGE FRAME 911. Alum. 6063-75 SILL ADAPT R 60• TS Aim. 6063 -T5 Alum_ 6063 - 75 LAMINATED USING ' IATT( U51 TI --OFT CI4NIP (Cl u n. 6063-15 10 t 1.000 Ph. Ft. SMS 6x .000P.P 10 SA511 TOP 607. RAIL KI:ATHERSTRIP MIN WI-1 1111t13 1111t13 VINYL x . ?P • 141. l. 5A1$ 12729 1 0 1 6 H S R .NGTH IN LA_ 1 0 mission or vcnt - 'Nrn6boc Ado. ter screws r for anti -lilt choe 1 • Gicz: Read Sweep latch screws /when u-' 2 Swee* Latches) 22 Frame Aur . strews 12244 10X1 76X IPPA x 1.000 PHI:. P.H. SACS SWEEP tAICN •USING 'VEEP FLAP 61P247 178 1036 D251 BRYNR2 1062W 62699 61 PN9 FITK E/1741157111111711 P1 ® 1 a 1 OrriA a n 4 tram ends ® 810. end of Veat to roil 2 . r Roller huts - nq) trot roils & mt -. ni11 DUSTER TO01001 MAST R VINYL-TECH P.0.1. ScTi r C _ F . (O wili: FfTW /T?I Elf ii1 !►r1�•.1 }- 1♦ 6 RIQ7 .0 ti ven 1 t '7A:4 ;1i _ POW CORNING TEA14 PLASTICS Mal 1 11.mcE MAN'S. _Amu um. 60.53 -151 2 fXED MEETING PAIL Alum. 6063 -75 Mai 3 'SASH UECl1NC R I1 Alum. 6063 -15 Y 5 } C[SCFIPUON :illiS >7 , CP31li � 1 0 CLASS n of frame 57 ALUMAX A! UMAX ALUMAX ALUMAX A1. U WAX u1Jw.X &UA W F NOOK I ' AF -12225 AF- 12236 -12237 -122 -12239 AF- 12240 F- 532371 -12214 ALUMNI FASTEC W..ERCN.(15 FASTENER TWA PI ASTI[S - 247 UERCHAN1S FASTENER] RtERCHAN S FASTENER 111N1A11MIE DIE CASING PGT.211.1X 7-1410- 7 1410 -251 71 FS7826 L 187 699 P -245 'fI . Fe BRASS II/HEELS ILCATNERSTRN' -- PIL/NFINSEAL SltKC431_ Ea WEATHERSTRIP FFt/L8 wait — 2 011./1DCAI ION fet PE (34711 T ■ US1iRIES PUPA Imes LOLL aim1 •occIAs. rL 1L:ri P.0. aux 11111 MUM% n. l.nf A UMAX ALUMAX I ALAUMA11 VENDOR swooap ILV 4 a 4.1..440.4 WAS 404I Fame* Waft EAle [ A m...ey '9a.: F.X. 71/5/01 I(M IfF 3116 RD6IW Rani ay o.., k. F.K. 1129/94 C -NO 8H0 FRS sir D•... ay pox O.B. ,2/16/98 ASR OX ELEVATION & B.O.M. (LG. MISSILE) _ ALUM /NUM HORIZONTAL SLIDING W!NDOY/ s•.;u4re4.t a.a.: 1ewc �� '° .u. C NS -710 NT5 ' 1 . 7 1 - 1 -6'". T 41 12 X • 0 :W N 0y N U7 D lD 0 AO Rl 0 0 Rl 0 (11 L4 D R) XIE121.Q ROtlar r- OFEHING INV VE'RTICAL SECTION (IL ye- ANNEALED CLASS Al9E1 tRECRiAllED NONSAN70 &UWE j .05 IITERLAYER 68ONSVETO Wax OR D(Jpow NyturAsTE) OR MIAOW W/BUTAm1E) /18" Au/WALED CLASS Roles 1. curt.r.E.. 09112 HORIZONTAL T T 1/2 GlAsS Ear 1/2- C1A,S OrtE EYIEf. - DAS. °Anna oPENDC .-CA1 SIRWAGEND/(D GLASS t/8 mEAT STRI CiASS GlA7 I NG_DEIAL1 5: 5/ _(..350) I AMINAIFI) GLASS F.Z 15 DIASS DEW. 11 5722/02 016 SEP N. ROUSSE 2.784 OPtorsC _Sao DO 2,16./ SECTIONS & GLAZING DETAIL ALUMINUM HORIZONTAL SLIDING WINDOW. HS-710 41 4112 rfr • • D z D (.r) 11 D z D LO r APPROVED VI000 BUCK SVI6' OR 1/4 IAPGON W/ 112 ND (SEE NOTE 1) LIB .SJL SECTION Sil3S1 RATE ANCHORING 1 1/4" MIN 3/16 OR 1 /1' TAPCON w/ 112 10 (SEE NOlE 1) TYPICAL HEAD SECTION J.$SigA E_ANQHQRI 1/4' MAX.j 91IM 1/4 MAX f sHlu T i 1/4 MIN. APPROVED 2x W000 SOCK TYPICAL HEAD SECTION WOOD AN CHORING % 10 w000 SCREW TYPICAL SILL_ SECTION WOOD ANCHORING I /4- W1. r SHI►1 1 1/4 WIN 1/4' MAX. 918/..-.1 F . 3/16' OIT 1/4' / TAPCON W/ ff t 2 HC- (SE .E 14011 1: ApPROVI.0 _/ 1'000 BUCK i • TYPICAL JAMB SFCTION 5UI3STR41 ANCHORING NOTES: 1. IBE ONLY IAIDAII -DADC COUNTY APPROVED ELCO OR I11V IAPCCNS. 2. REFERENCE TEST REPORT: FTL -14&9 1070 ftow0.00T Mat maxim R 34715 P.0. OOP 1579 4147l4S R 14774 II 5/01 WOOED g 5 22/02 f UAL70ft OLSC. 0.-A, o ,..- 0.9 12/16/92 ANCHORAGE INC TYPICAL JAMB SECTION WC ANCHORING 111444■LT 6LYOFJ o.agdolag .Y Y HA► P./Aft Cis wspsn 1 i 14' •2 ALUMINUM HORIZONTAL SLIDING WINDOW s.T.d..e.. ' sw.. 'e.r HS -710 NTS 1 3 w 4 4112 C 10 t Q7 1J r_. 70.1 X z 0 -u r c i t I a SliTT - sfr w- Asor MOONIM 9N1017S 71/1NOZl2JOH Y1'nNfVVrl )V U.S • SMt OM Orr -3 60'Z S37130•Jd NOJSI?N1X3 10 /r /1i ..$+j l,rs 730Ov ro�zr� ws / - n ••• 'Wniv Si - £909 1115 3WV?13 30NV13 r otcz i 1 1 6b£' L Z9G' — —r}-�— 190' ZZl'l 1ICTN Sl - £909 1IVH 301S IHSVS 0 OL 5' 1 1 16t 1 1 -� 1�I —` w 7!'J •e 0 .+f USN L 'S+now, ac, me •'e 5U f V 'SWC WIIO 19Q70V tun 'Mind SL-4:909 Od3H 3rMLl4 354.0Vl! O T ]rMewl{g um013e • ua1" 1I riniv S_ -£909 1t ONIL33FY NSVS@ I -- i�'`�'' �-- L 20 COL ' l �-�- Z9 0' £L£' i £O4" l Z90' 6/,0 nmd S1 - c909 11 1101108 d01 14SYS 01 nn1ZN S1 - £909 H31d OY01 OM* 1 I I + - 899' £ZL" -- -- C90 iVfll<V Si -£909 1M6 ONI133s1 03X1! 0 LOCI 6961 - 113 :1210c1 15 41 30■3237138 WIN Si - S :909 831dVav 11IS 3V10.1 I s VLO'L - LW- Z 90' 0 9111ZY O _91 /S 190' 90( - ---I I--- — OS0 E-k — CSOi rinl+r SL - f909 ariV1' 3Vw153 3011Y140 J b9L' Z r • • MIAMI•DADE ROI PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology. Drive Nokomis ,FL 34275 t11IAM1-DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE. METRO -DADIi FI.AGI.IiI( UU1t.DIN(i 140 WEST FLAGI.ER STREET, SI JFFE 1603 ivf(AMI. FLORIDA 3313(1-15(13 (31)5) 375 -2901 FAX (305) 375 -290X CONTRACrof 1.1('I:NSIN(: SE:CIION (305) 375 -2527 FAX (305) 375.2553 CONrI:%CrOR ENFORCEMENT DIVISION (305) 375.2966 FAX (305) 375 -2903 1 CONTROL. DIVISION (305) 375 -2902 FAX (305) 372.6330 Your application for Notice of Acceptance (NOA) of: Series PW -701 Aluminum Fixed Window - Non - Impact & Large Missile Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. APPROVED: 04/ 12/2001 1\ s0450001‘pc20001 1templates1notice acceptance cover page.dot Internet mail address: postmastcr@buildingcodeonline.com ACCEPTANCE NO.: 01- 0109.02 EXPIRES: 02/25/2006 Raul Rodriguez Chief Product Control Division TIIIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Iuilding Code Compliance Ofl ice llomepage: ht 1p: / /www.buildingcodeonlinc.com PCT industries ACCEPTANCE No.: 01- 0109.02 APPROVED: APR 1 2 2001 EXPIRES: February 25, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 97- 0304.02, which was issued on 02/25/98. It approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series PW -701 Aluminum Fixed Window — Non - Impact and Large Missile Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 4210, titled "Aluminum Fixed Windows" Sheets 1 through 7 of 7, dated 02/19/97, revised on 01 /04 /01, signed and sealed by R. L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance numbcr and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating of Large Missile Impact see sheet 1 and for Design Pressure Rating of Non Impact sec sheets 5 & 7 of approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies oldie following: 6.1.1 This Noticc of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the I3uilding Official or the South Florida Building Code (SFBC) in order to properly evaluate the install: tion o this systei 2 Man cI Perez, P.E. Produc ontrol Examiner 1'rodt ontrol Division PCT Industries ACCEPTANCE No.: 01- 0109.02 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida I3uilding Code affecting the evaluation of this product and the product is not in compliance with the code changes; b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, andlor manufacture oldie product or process shall automatically bc cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process; b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may bc displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall bc available for inspection at the job site at all times. The engineer does not need to reseal the copies. 8. Failure to comply with any section of this Acceptance shall bc cause for termination and removal of Acccptancc. 9. This Acceptance contains pages 1, 2, and this last page 3. END OF THIS ACCEPTAN E 3 APPROVED: EXPIRES: February 25, 2006 Manu Pere , P. E., Product Produ ntrol Division APR 1 2 2001 rol Examiner 74.000 MAX. 37. DOe 3/16" ANNEALED 3/16" ANNEALED SENTRY 1/4" TEMPERED LARGE MISSLE IMPACT WINDOWS 1.) GLAZING: l0.;3/16 ANN. SENTRY GLASS (37" x 74) 1b.) 3/16" TEMP. SENTRY GLASS (120" x 60) 2.) CONFIGURATIONS: 0 J.) DESIGN PRESSURE RATING: 71.000 DAYLIGHT OPENING MAX. i 1 4.) ANCHORS: MAX. 6" FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORTS: FTL 1529 & 1534 34.000 DAYLIGHT OPENING MAX. MAX. 3/16" TEMPERED 3/16" TEMPERED SENTRY 1/4" TEMPERED NON- IMPACT WINDOWS 1.) GLAZING: 1/4" TEMPERED 2.) CONFIGURATIONS: 0 • .3.) DESIGN PRESSURE RATING: Jo) +70 P.S.F., —70 P.S.F. (37' x 74' SEE COMQA(?ATIVE ANALYSIS ON SHEET 7. 3b) +65 P.S.F., — 65 P.S.F. (120 x 60") 4.) ANCHORS: MAX. 6" FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 11.000 MAX SPACING AT JAMBS: 16.000 5.) SHUTTER REQUIREMENT. SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORTS: FTL 1537 & 1550 Robert L. Clark, PE.rA P.E. #39712 Structural 117.000 DAYLIGHT 120.000 OPENING MAX. B 0 NON- IMPACT WINDOWS 1.) GLAZING: lo) J /16 ANNEALED (Jr x 74") 1b 3/16 TEMPERED (120" x 60) 2.) CONFIGURATIONS: 0 J.) DESIGN PRESSURE RAMC: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORTS: FTL 15.30 & 1532 57.000 DAYLIGHT OPENING MAX. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE APR BY ,_ PRODU :RTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0/ - 0104.02 F AT INDUSTRIES Rene By: Do t.: F.K. 1/ 4/01 Drown By. 0.8. 1070 TECHNOLOGY DRIVE P.O. BOX 1579 NOKOMIS. Fie J4275 NOKOMIS. FL 34274 Chkd B1. 1D.t.: Dot.: 2/19/97 FRONT VIEWS, ELEVATION ALUMINUM FIXED WINDOWS Sen../Model: PV/— 701 Re Swb: NTS Sheet: l o ' 7 Oro.,nq Na. 4210 Rev: *WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WHERE WATER INFILTRATION REQUIREMENT IN NOT NEEDED POSITIVE +60 PSF +60 PSF NEGATIVE —60 PSF —60 PSF 74.000 MAX. 37. DOe 3/16" ANNEALED 3/16" ANNEALED SENTRY 1/4" TEMPERED LARGE MISSLE IMPACT WINDOWS 1.) GLAZING: l0.;3/16 ANN. SENTRY GLASS (37" x 74) 1b.) 3/16" TEMP. SENTRY GLASS (120" x 60) 2.) CONFIGURATIONS: 0 J.) DESIGN PRESSURE RATING: 71.000 DAYLIGHT OPENING MAX. i 1 4.) ANCHORS: MAX. 6" FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORTS: FTL 1529 & 1534 34.000 DAYLIGHT OPENING MAX. MAX. 3/16" TEMPERED 3/16" TEMPERED SENTRY 1/4" TEMPERED NON- IMPACT WINDOWS 1.) GLAZING: 1/4" TEMPERED 2.) CONFIGURATIONS: 0 • .3.) DESIGN PRESSURE RATING: Jo) +70 P.S.F., —70 P.S.F. (37' x 74' SEE COMQA(?ATIVE ANALYSIS ON SHEET 7. 3b) +65 P.S.F., — 65 P.S.F. (120 x 60") 4.) ANCHORS: MAX. 6" FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 11.000 MAX SPACING AT JAMBS: 16.000 5.) SHUTTER REQUIREMENT. SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORTS: FTL 1537 & 1550 Robert L. Clark, PE.rA P.E. #39712 Structural 117.000 DAYLIGHT 120.000 OPENING MAX. B 0 NON- IMPACT WINDOWS 1.) GLAZING: lo) J /16 ANNEALED (Jr x 74") 1b 3/16 TEMPERED (120" x 60) 2.) CONFIGURATIONS: 0 J.) DESIGN PRESSURE RAMC: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORTS: FTL 15.30 & 1532 57.000 DAYLIGHT OPENING MAX. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE APR BY ,_ PRODU :RTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0/ - 0104.02 F AT INDUSTRIES Rene By: Do t.: F.K. 1/ 4/01 Drown By. 0.8. 1070 TECHNOLOGY DRIVE P.O. BOX 1579 NOKOMIS. Fie J4275 NOKOMIS. FL 34274 Chkd B1. 1D.t.: Dot.: 2/19/97 FRONT VIEWS, ELEVATION ALUMINUM FIXED WINDOWS Sen../Model: PV/— 701 Re Swb: NTS Sheet: l o ' 7 Oro.,nq Na. 4210 Rev: X.Z /eV 4 7 — ''-<- S9 7/e_ ITEM PART NO. DESCRIPTION OF PART TYPE 2 3 4 5 6 3/16' Annealed Gloss W \DuPont 457 Rim 8 9 10 11 12 13 612241 612242 612234 1224 1225 78X1PPA 62899 6SM55W Frame Head & Sill Frame Jambs Glazing Bead (Snag —in) Glazing Beod Bulb Gasket Glazing Bead Bulb Gasket 1 18 x 1.000 Phil. Pan Hd. SMS Silicon Back bedding 3/16" Annealed Glass 3/16" Temp. Gloss J /16' Temp. Glass W \DuPont 457 Rim 1/4 Temp.Glass Seam Sealer Revsd By: F.K. FAT INDUSTRIES Title: 1/4/01 Drown By: D.B. 1070 TECHNOLOGY DRIVE P.O. BOX 1329 NOKOMIS. ft 34275 NOKOMIS. fL J4274 Cnkd By: Date: oa 2/ 19/9 7 ALUMINUM FIXED WINDOWS Series/Model: PW -701 Seale: NTS VENDOR Alumax Alumax Alumax Team Plastics Team Plastics Merchants Fasteners Dow Corning PPG, LOF Lam. by ROMAG, VERICOM PPG, LOF Lam. by ROMAG, VERICOM PPG, LOF Schnee — Morehead f1.7 .••1;1 .511:. :::L 50.1 .APR 1.2 2001 ;,ii.•. ?tPAC.l r,1 01 -O /0 `i. 0 ? Revisions: Sheet: 2a ►7 VENDOR NO. AF- 122.41 AF -12242 AF -12234 TP -247 TP -248 899 SM5504 Description: PICTURE WINDOW Drawing No. 4210 Rev: SECTION B -B SECTION A - O ALUM. 6063 —T5 a T INDUSTRIES .062 Revsd By: F.K. Date: 1/4/01 Drown By: D.B. 1070 TECHNOLOGY DRIVE P.O. BOX 1579 NOKOMIS. fL 34275 NOKOMIS. FL 34274 2.784 Chkd 8 Y OR C.) Dot.: Dot.: 1/21/9 S.n.s/Yod.l: PW -701 O ALUM. 6063 —T5 Revisions: D.scnption: SECTION VIEWS - HORIZ. & VERT. ITt!e: ALUMINUM FIXED WINDOWS Scale: NTS Sheet: 3.17 1.500 A'rFi.l f::? RS C( 1i•l'il':S :r'I {:; Ifii SQllill :1∎:.l'.S l,�- ':!!t• ':OGI ,; A 1 2 ? lilllll :l ; ;Ii iii : '..d:.i. ; 'i.:. .'i 1 il ACCFPI ,Ill. 0/ 0/ 0q. 0 L Drawing No. 4210 Rev: — 1.500 0 ALUM. 6063 —T5 1 1.057 1 3/16" TEMPERED GLASS 3/16" ANNEALED GLASS .500 GLASS BITE MAX. _ 3/16" W/DUPONT FILM 1/4" TEMPERED GLASS INDUSTRIES Acrid ey: (Dote: F.K. 11 / 4 /01 Drown By: D.B. Description: 1070 TECHNOLOGY DRAT P.O. BOX 1529 NOKOMIS, 11. 54275 NOKOMIS, ft 54274 .500 GLASS BITE MAX. Chkd /.' Dote: Date: 1/2 1 /97 GLAZING OPTIONS Renditions: ALUMINUM FIXED WINDOWS •*,:!; 1.171..._ APR 1 2 2D1:11 Series/Model: Scale: Sheet: Drawing so. PW- 70 1 NTS 4.17 4210 Window Heights Window Widths 18.000 (2) 19.125 (2) 24.000 (2) 26.500 (2) 30.000 (2) 32.000 (3) 36.000 (3) 37.000 (3) 26.000 (2) -69.00 69.00 -69.00 69.00 -69.00 69.00 -69.00 69.00 -69.00 69.00 -69.00 69.00 -69.00 69.00 -69.00 69.00 36.375 (3) -69.00 69.00 -69.00 69.00 -69.00 69.00 r -69.00 69.00 -69.00 69.00 -69.00 69.00 -69.00 69.00 -69.00 69.00 50.625 (4) 49.00 69.00 -69.00 69.00 -59.81 59.81 -55.98 55.98 -51.88 51.88 -50.04 50.04 -47.21 47.21 -46.65 46.65 63.000 (4) -57.04 57.04 - 54.25 54.25 .45.30 45.30 -42.06 42.06 - -38.50 38.50 -36.86 36.86 - 34.23 34.23 -33.67 33.67 74.000 (5) -47.39 47.39 -44.99 44.99 -37.26 37.26 - 34.44 34.44 -31.32 31.32 -29.87 29.87 -27.50 27.50 -27.00 27.00 Window Heights Window Widths 19.125 (2) 26.500 (3) 37.000 (4) 53.125 (5) 60.000 (6) 72.000 (7) 84.000 (8) 96.000 (9) 120.000 (11) 26.000 (3) - 180.00 133.33 - 180.00 133.33 .157.17 133.33 - 137.48 133.33 - 132.31 132.31 - 125.64 125.64 - 120.88 120.88 - 117.31 117.31 - 112.31 112.31 38.375 (4) - 169.00 133.33 . 153.11 133.33 - 127.41 127.41 - 107.72 107.72 - 102.54 102.54 -95.87 95.87 -91.11 91.11 -87.54 87.54 -82.54 82.54 50,625 (5) - 172.90 133.33 - 137.97 133.33 - 112.27 112.27 -92.58 92.58 .87.41 87.41 -80.74 80.74 -75.98 75.98 -72.41 72.41 .67.41 67.41 63.000 (6) - 165.49 133.33 - 130.57 130.57 .104.86 104.86 45.18 85.18 -80.00 80.00 -73.33 73.33 -68.57 68.57 -65.00 65.00 -60.00 60.00 COMPARATIVE ANALYSIS FOR 3/16" ANNEALED GLASS NOTE: Numbers in I) parentheses are quantity of anchors per side. Negative Design Loads based on Comparative Analysis and Glass Table ASTM 61300. Positive Design Loads based on Comparative Analysis and Water Test Pressure. Numbers above for 810 screws or 3/16" Tapeons. Note: Anchors at 6" max. from each comer & 18" max. thereafter. COMPARATIVE ANALYSIS FOR 3/16" TEMPERED GLASS NOTE: Numbers in () parentheses are quantity of anchors_per side. Negative Design Loads based on Comparative Analysis and Glass Table ASTM 61300. Positive Design Loads based on Comparative Analysis and Water Test Pressure. 'dI -nbers above for 010 screws or 3/16" Tapcons. Note: Anchors at 6" max. from each comer & 11" max. thereafter. REFERENCE TEST REPORTS: FTL 1530 & 1532 f ee"r Robert L. Clark, P P.E. #39712 Structural INDUSTRIES Rend By. Date: F.K. 1 1/4/01 Drown Br: D.B. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL .34275 NOKOMIS, FL 34274 Chkd By. ( Dole: Dab: 2/20/97 Revisions: Description: COMPARATIVE ANALYSIS, NON - IMPACT PW ALUMINUM FIXED WINDOWS Swiss /Model: Scale: Slum!: PW -701 NTS 5.17 i1P ?R0'IID AS COMPLYING WITH THE. SOUTH R UILD1116 CODE DATE ' 2 2001 BY PROD!) OMTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. QI - 0109.02 Drawing No. 4210 Rot: 1 x WOOD BUCK 0.250 MAX. Q p I V II ta I Id v v II 11 V TYP. HEAD. SILL JAMB D t7 3/16 e TAPCON V f 1.250 V a TYP. SILL Structural INDUSTRIES Rend BY: Dote: Chkd By: F. K. 11/4/0 1 Drown By: D.B. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, F1. 34275 NOKOMIS, FI. 34274 Dole: TYP. HEAD. SILL JAMB Date: 2/19/97 seriea/11ede1: PW - 701 2 x WOOD BUCK Scale: NTS Sheet: 6e►7 APPR AS COMPLYING TYITII THE SOUTH FLORIDA BUILDING CODE GA E APR I at BY I/ / PROD ONTROL DIVISION 0 31!ILDING CODE COMPLIANCE OFFICE ACCEPUBCE 110. - Q1p9.OZ Revisions: TYPICAL PICTURE WINDOW ANCHORAGE late: ALUMINUM FIXED WINDOWS Droving No. 4210 Rev: /Z: 7 7` // Robert L. park, P. 7 • P.E. #39712 Window Heights Window Widths 18.000 (2) 19.125 (2) 24.000 (2) 28.500 (2) 30.000 (2) 32.000 (3) 36.000 (3) 37.000 (3) 26.000 (2) - 162.34 133.33 - 156.69 133.33 - 138.35 133.33 - 131.57 131.57 - 122.86 122.86 - 120.37 120.37 - 114.37 114.37 - 113.08 113.08 38.375 (3) - 140.92 133.33 - 135.28 133.33 - 116.94 116.94 - 110.15 110.15 - 102.55 102.55 -98.95 98.95 -92.96 92.96 -91.66 91.66 54.625 (4) - 130.03 130.03 - 124.39 124.39 - 106.05 106.05 -99.26 99.26 -91.66 91.66 -88.07 88.07 -82.07 82.07 -80.77 80.77 63.000 (4) - 123.33 123.33 - 117.69 117.69 -95.07 95.07 -86.10 86.10 -76.06 76.06 -81.37 81.37 -73.94 73.94 -71.94 71.94 74.000 (5) - 119.26 119.26 - 113.62 113.62 -94.43 94.43 -85.52 85.52 -75.54 75.54 -77.29 77.29 -71.30 71.30 -70.00 70.00 COMPARATIVE ANALYSIS FOR 1/4" TEMPERED GLASS NOTE: Numbers in () parentheses are quantity of anchors per side. Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Positive Design Loads based on Comparative Analysis and Water Test Pressure. Tr INDUSTRIES Revy. Date: F. K sd . B 1/4/01 Drown By: 0.8. 7070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 ChM! By: Dote: Pol 1/22/98 COMPARATIVE ANALYSIS, NON- IMPACT PW rue: ALUMINUM FIXED WINDOWS Serie3 /wodet: PW -701 Revisions: Scale: NTS Sheet: 7 et 7 Ar ?ROPES AS COMPLYING 111Ti1 THE SOUTH FLORIDA DUltIiS CODE DAIS APR 1 2 21 1 OT PROD MTROE DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE IEO. 0 /- 0I0q.02 Pro"in9 No. 4210 Rev: C Numbers above for #10 screws or 3116" Tapcons. Note: Anchors at 6" max. from each corner & 18" max. thereafter. REFERENCE TEST REPORTS: FTL 1537 & 1550 Robert L. Clark. P.E. "� P.$. #39712 Structural M;. M MADE PRODUCT CONTROL NOTICE OF ACCEPTANCE I'GT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. APPROVED: 06 /28/2001 11s045000I1pc2000\ \templates \notice acceptance cover page.dot Internet mail address: postmaster ®buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 \VEST FLAGLER STREET. SUrrri 1603 MIAMI. FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 CON'I•ItACIOR LICENSING SECTION (305) 375.2527 FAX (305) 375.2558 CONTRACTOR ENFORCF:MIENT DIVISION (305) 375 -2966 FAX (305) 375-2908 I'ROI)UCr CONTItOL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: 1 "x I-Ieavy Wall - Aluminum Tube Clipped Mullion under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0323.02 EXPIRES: 06/28/2006 Raul Rodriguez Chief Product Control Division TI-IIS IS TIIE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director • Miami -Dada County Building Code Compliance Office Ilomcpngc: bttp : / /www.buildingcodeonline.cont PGT Industries ACCEPTANCE No.: 01- 0323.02 APPROVED JUN 2 8 2001 EXPIRES JUN 2 8 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dadc County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The 1 "x Heavy Wall - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6621, Sheets 1 through 6 of 6, titled "1" Heavy Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp; with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either lx2x.375 (2 anchors) mullion, 1x2.75x.375 (3/4 anchors) mullion, 1x2.75x.650 (3/4 anchors) mullion or lx4x.375 (4/6 anchors) mullion, see corresponding table in approved drawings. 3.3 Window sizes and design pressures are to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, with mullion option indicated. 6.1.2 The Notice of Acceptance of each door and /or fixed lite attached to mullion. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 Manu• Perez, P.E. Product C. tro Examiner Prod ct •ntrol Division PCT Industries ACCEPTANCE No.: 01- 0323.02 APPROVED : JUN 2 8 2001 EXPIRES . JUN 2 8 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPT NCE 3 Manuel Produc , P.E., Product Con ntrol Division xamincr GLAZING PRODUCT • _V / 's TYP. MULLION GLAZING PRODUCT • GLAZING PRODUCT . .,_ GLAZING PRODUCT GLAZING PRODUCT . ../ %. ..../ .. / M1 TYP. MULLION ts GLAZING GLAZING PRODUCT PRODUCT ANCHORS: TYPE. B" C' OR D" BOTH ENDS TYP. MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H ANCHORS: TYPE. "C" OR 0" BOTH ENDS H NOTES: 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 I GLAZING PRODUCT TYP. MULLION GLAZING PRODUCT H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H1 +H2 MULL LENGTH = W 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 H2 H1 ANCHORS: TYPE. B . C" OR D" BOTH ENDS P.E. #39712 W i—F—W2 W W =W1+W2 H = H1+H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M 1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 �i4r /z7 �/ Robert L. QaT 17 RE. W� INDUSTRIES J H1 Revsd By: ANCHORS TYPE 'A' Date: 1070 TECHNOLOGY DRIVE P.D. BOX 1529 NOKOMIS, FL 34275 NOKOMIS. FL 34274 ANCHORS: TYPE B. C" OR D� BOTH ENDS Drown Dote: P.J.P. /28/00 Wi W W2 W3-j H2 H1 W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR H1+H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 Chkd By: Dote: Revisions: APPROVED AS COMPLYING WTH THE SDOUTH J(J O ATE UNA2UIO IN0 E BY � tl PROD ONTROL DIVISION BUILD G CODE COMPUANCE OFFICE ACCEPTANCE NO. 0 — 032 .432 " Description: 7 " HEAVY WALL MULLION ARRANGEMENT DETAIL Series /Model: Scale: Sheet: Drawing No. Rev: MULLS 1 x 1.f6 6621 P.C.T. Ix MULLION MULUON CUP CUT FLANGES OFF OF MULL CLIP TO FORM A . U"—CHANNEL AND INSTALL AS SHOWN FOR 1" MULL P.G.T. 1x MULLION " MULL = MIN. P.G.T. MULLION WOOD BUCK TYPICAL MULLION TO MULLION INSTALLATION TYPE A" TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE "B" NOTE: 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. 2" OR 4'1 /I2 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) r _2" OR 4"--I /72 S.M.S. (199/) ALL FASTENERS MUST BE LURE COUNTY APPROVED. SEE NOTE /1 /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /1 /12 W000 SCREW (199/) MIN. 1 PENETRATION INTO WOOD BUCK. ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 P.G.T. Ix MULUON WOOD BUCK REMOVED TO CONCRETE Robert L. CI k, P.E. P.E. #39712 St rictnral P.G.T. 1x MULLION INDUSTRIES 1070 TECHNOLOGY ERNE TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C" TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE "D" Revsd WOOD BUCK BY Drown Br P.J.P. WOOD BUCK Dote: r _2" OR 4" MIN. Chkd B Dole: Dote: 4/28/00 Revisions: MIN. 1 }' TAPCON (246/) • . MIN. 1} PENETRATION INTO CONCRETE OR BLOCK STRUCTURE. ALL FASTENERS ' MUST BE DADE COUNTY APPROVED. SEE NOTE /1 I•--2" OR 4 "--I /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /1 Series /Model: Scale: Sheet: Drawing No. P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS. FL 34274 MULLS 1 x 2 °(6 6621 /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (50 A5 NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /1 MIN. TAPCON (246/) MIN. 1} PENETRATION INTO CONCRETE OR BLOCK STRUCTURE. ALL FASTENERS MUST BE DADE COUNTY .APPROVED. SEE NOTE /1 APPROVED AS COMPLYING WITH THE DE SOUTH F 9 Oi4DA 6 DA JUIV [ j1 �U BY 7 PROD ' T C • ROL DIVISION • DUILDIt.t, CODE COMPLIANCE OFFICE ACCEPTANCE NO °I-0 a3 .� z Description: 1" HEAVY WALL MULLION & CLIP INSTALLATION DETAIL Rev. IMPORTANT :: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 4 1 x 2 x 1 x 2j x 1 x 4 x 4 A" 1 1}� 1 4 MAX r 8 MIN. FROM A. ENDS (TYP) 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. FROM ENDS (TYP) 1" MULL CLIP W/TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 14 MAX. 4 MAX. AND 2975 1" MULL CLIP THREE (3) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. FROM ENDS (TYP) 1. 8 I - -A 'I I" MULL CLIP W/TABS REMOVED THREE (3) ANCHOR LOCATIONS EXTRUSION DWG / 1099 ise‘ MIN. FROM �--- ENDS (TYP) — 1 4 MAX 8 MIN. 1 " MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 8 MIN FROM (TYP) I 1— e-- 0- -0- - -� 8� F- -A'- -I 1" MULL CLIP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 INDUSTRIES Revsd By: Drown By P.J.P. ANCHOR LOCATIONS Title: Date: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 Chkd By: r1 MAX. Date: Dote: 5/21/01 1 1" MULLION CLIP Series /model: MULLS A 2 8 F A' Scale: 1 8 MIN. -A' --� Sheet: 3 of .6 C 1" MULL CLIP SIX (6) ANCHOR LOCATIONS EXTRUSION DWG / 1099 8 MIN. FROM ENDS (TYP) L —{— -0- -e- $ O —EP- 1" MULL CLIP W /TABS REMOVED SIX (6) ANCHOR LOCATIONS EXTRUSION DWG /AF. /EO AS COMPLYING VATH THE SOUTH FI ORIOA?UI CODE D J(JN C U P y / fa -owe r PRO MIN. FROM ENDS (TYP) a T CONTROL DIVISION BUILDING CODE COMPUANCE OFFICE Revisions: ACCki'TANCE NO. 0I - DMZS•d; Drawing No. 6621 Rev: 1 3 8 1 1 8 21 32 7 6 1x HEAVY WALL MULLS MAT'L: 6063 -T6 3 4 8 1 8 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D_ JUN BY PRO • • • TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. p1-0323.02 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Robert L Lark RE 7070 TECHNOLOGY DRIVE P.O. BOX 1529 P.E. #39712 NOKOMIS. FL 34275 NOKOMIS. FL 34274 StructuraPIW INDUSTRIES Revsd By: Dote: Drawn By. P.J.P. Chkd By: (Date: Dote: 5/22/00 Revisions: Description: 1" HEAVY WALL MULLION PROFILES Series /Model: MULLS Scole: 1x Sheet: 4o'6 Drawing No. 6621 Rev. 1x2.75x.375 3/4 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 MULL LENGTH IN INCHES 0 42 170 170 170 170 170 170 170 170 170 170 170 170 170 48 1701 170 1701170 1611 170 1541170 150,170 1491 170 1491 170 1491170 1491 170 149,170 50.625 170 1661170 161 1471170 148 1351165 140 1261 153 136 1211146 134 1191 142 134 1181 141 134 1181 141 134 1181141 134 1181141 54 60 1451152 1271131 1161116 1011107 1001100 96 1 96 93 1 93 92 192 92 1 92 92 192 63 131 112 99 1 99 90 190 84 80 1 80 77 77 76 1 76 76 1 76 76 1 76 66 1131113 97 1 97 85 1 85 77 1 77 72 172 68 168 65 165 64 164 63 1 63 63 1 63 72 86 86 73 173 731 73 62 162 65 165 541 54 58158 49 149 54 154 45 145 501 50 42 142 48148 40 140 46 1 46 38138 45145 37 1 37 44 1 44 36 136 76 78 67 1 67 57 1 57 50 45 1 45 41 1 41 38 1 38 36 1 36 35 1 35 33 1 33 32 1 32 84 54 1 54 45 145 40 1 40 35 1 35 32 132 30 1 30 28 128 27 1 27 26 1 26 24 124 90 43 143 37 1 37 32 132 28 1 28 26 1 26 24 1 24 22 122 21 1 21 20 1 20 19119 96 36 1 36 30130 26126 23 123 21 121 191 19 181 18 17117 16 1 16 15 115 108 25125 21 1 21 18 1 18 16 1 16 - I - - 1 - - 1 - - 1 - - 1 • - I - 111 23 1 23 19 1 19 17 1 17 15 - I - - 1 - - I - - 1 - - 1 - - 1 - 144 _ 1 - I _ - l _ _ I - 1 _ f 1 - _ I - I _ _ 1 _ I _ _ I 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 155 129 115 94 67 58 50 38 32 30 24 19 16 142 116 100 81 58 49 43 32 27 25 20 16 134 107 91 73 51 44 38 29 24 22 17 130 102 85 68 47 40 34 26 22 20 16 130 100 82 64 44 37 32 24 20 18 130 99 80 63 42 35 30 22 18 17 130 99 80 62 41 34 29 21 17 16 120 130 160 130 99 80 62 41 34 28 20 17 15 130 99 80 62 41 34 28 20 16 15 130 99 80 62 41 34 28 20 16 2 Anchors 50 60 70 80 90 -100 -110 Vertical Mull _Opening_ Width Mull Length Horizontal Mull Opening Width ` Mull Length Multiple Mulled Units Mull Length \Opening Width APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA JJU : � I BY �!/. /. //. /17.1 PROD '.NTROL DIVISION ' BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 01 — 0 3 z 3 • o e NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 . 421 3 v 2 /L I INDUSTRIES Revsd By: Dote: Drown By. P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS. FL 34274 Chkd By: Dale: Date: 4/28/00 Revisions: PRESSURE CHARTS Title: 1 rr HEAVY WALL MULLION Series /4odel: MULLS Scole: NTS Sheet: 5 of 6 Drawing No. 6621 Rev: MULL LENGTH IN INCHES lx4x.375 4/6 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 MULL LENGTH IN INCHES 0 42 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170:170 1701170 48 1701170 1701170 1701170 1701170 1701170 170,170 1701170 170,170 1701170 50.625 170 170:170 170 170 4170 170 170 4170 170 169 1170 170 162 4170 170 1581170 170 157 4170 170 157 1170 170 157 4170 170 157 1170 54 60 1701170 1701170 1541170 1431170 1361170 1311170 1281170 1271170 1271170 1271170 63 170 170 159 144 133 126 121 1 170 117 116 116 116 1051 144 66 1701170 1501170 1351170 1251170 1171166 1121156 108,150 1061145 1051144 72 154 134 120 110 103 98 1 127 94 1 120 91 1 115 89 1 112 88 1 111 79:93 76 1441170 1251160 1121140 102,126 951116 90:108 86:102 83198 81 :95 78 140 121 108 99 1 116 92 , 106 87 1 99 83 1 93 80 1 89 78 1 87 75 1 84 84 128; 138 111;117 98 ;102 90 1 92 83 1 83 77 1 77 73 1 73 69 1 69 66 1 66 62 1 62 90 1121112 95 1 95. 82 1 82 74 1 74 67 1 67 62 1 62 58 1 58 54 1 54 52 1 52 48 148 96 92 1 92 78 1 78 67 1 67 60 1 60 54 1 54 50 47 1 47 44 1 44 42 1 42 38 1 38 108 64 1 64 54 454 47 , 47 42 , 42 37 4 37 34:34 32 , 32 30 1 30 28 128 25 , 25 111 59 1 59 50 1 50 43 1 43 38 1 38 34 1 34 31 1 31 29 1 29 27 1 27 26 1 26 23 1 23 144 27 1 27 22 1 22 19 1 19 17 1 17 15 1 15 1 I 1 I 1 1 ' 314 Anchors 0 170 138,158 42 48 125 112 21 8 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 50 1701170 170,170 166 1521170 1331152 1251143 1181135 106 91,91 84 67 1 67 54154 44 44 31 , 31 29 t 60 170 160,170 148 135 1171134 1101126 103,118 92 1 92 1 77177 71 1 71 57157 46 1 46 38 1 38 1 26 , 26 24 1 24 I 70 170 148,169 136 1241142 1061122 99 1114 93 1107 81 1 81 68 68 63 1 63 50 :50 40 33 4 33 23 23 21 1 21 t 80 1701170 1411161 129 1161133 99 1113 92 :105 86197 73 73 61 161 56 1 56 44 36136 29 4 29 20 , 20 18 t 90 94 1107 87 99 81 1 90 67 56456 51 1 51 40140 32 1 32 26 1 26 18 1 18 17 f -.100 170 137,157 123 109 90 1103 83 I 95 77185 63 1 63 1 52,52 48 37137 30130 24 4 24 17117 15 t -110 170 1371157 123 10811 42 88 1101 81 1 93 75182 60 1 60 49149 45 1 45 35135 28 1 28 23 1 23 1 15,15 1 120 1701170 1371157 123 1081124 88 1100 80 73 180 58 1 58 1 47147 43 33133 26126 21 1 21 1 1 130 170 170,157 154 108 88 1100 8091 73179 56 1 56 46 42 1 42 32132 25 20 1 20 160 1701170 170157 123 1081124 88 1100 8091 73 56 45 1 45 40 30130 23. 23 18 1 18 - 1 - 1 x2J5x.650 OPENING WIDTH IN INCHES Vertical Mull _Opening Width Mull Length 1 Horizontal Mull Opening Width I Mull Length Multiple Mulled Units \Opening Width j Mull Length APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT JUN BY / 0%../.11 PROD .w •NTROLDIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. 0 1 - 0 3 11.°Z INDUSTRIES Rend By: Date: Drawn By: P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Chkd By: Dote: Dote: 4/28/00 Series /Model: MULLS Revisions: PRESSURE CHARTS rue: 1" HEAVY WALL MULLION Scale: NTS Sheet: 6 Drawing No. 6621 Rev: NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 MULL LENGTH IN INCHES fr lAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 0`23 o Time Type Insp'i� Permit No. RP A. CO 2 -/r®/ Name •)1 C'j J 4, Address Comp Phone Correction Re- Insp'n Fee z„ • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 6, -- 7 -Q9 Job Address ,y47 /v6- q( 7 —R•{L Tax Folio / /-,3Z- O.E vo4 -OZf Legal Description Historically Designated: Yes No Owner/Lessee / Tenant C/f-4 l— M c- ( AV 7 ( /Le Master Permit # y l , g b y 33 ce Owners Address 14 7 Al 6- q r -r[s(L.(L DI mini S(f ti 6p F Phone - 25? e c{ ¥ Y Contracting Co. S ( C &/ N Q v .5172-4 61 Address 3 7.SZ A/f) q(oJ'T fem.ssi 1 FL, 3 3/ se.Z Qualifier y34 iff11 - u ) 04 �- 61t -..) SS# Phone ee 3 3 4'0.36 State # cc. C . - O 3 S ( Z-( Municipal # Competency # Ins. Co. Architect/Engineer Kii El-6 444—i /}'PO c- Address 64/ /17e grss M1 41 - mi A792I Siv-1 NG 1 f 33 /G Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION / l' S7 L PAit) 644 07J (( ) O- 6,Q atiA Square Ft. '1 `f Estimated Cost (value) 2 9 7 C WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. S dAeleee■ ihg-SY - Date Signature of owner and/or Condo President Date 1 / 4 tIo_tary as to_Owner and/or ' ondo President V Date Notary as to Contractor or Owner - Builder My Commission Expir FEES: PERMIT RADON ,1� p LE E C. PICKER M y C E 1� /j Pi LEE C. PECKER < -6 COMMISSION # CC774604 EXPIRES SEP 13, 2002 j` BONDED THROUGH � laF tl. ADVANTAGE NOTARY - COMMISSION # CC774604 EXPIRES SEP 13, 2002 _ ! BONDED THROUGH 40F c(_, ADVANTAGE NOTARY C.C.F. Signature of Contractor or Owner- Builder NOTARY BOND Date APPROVED: TOTAL DUE Zoning Building* `/ ( Electrical Mechanical Plumbing Structural Engineer • : • 7' • - : •7• ,T. 0 z • ': • . _ •,• 4.7 ,7. ' " t`t - - • . • ' • •t 4%4 • pyydy41, • ; • , ;,;.• . •• 7 • • ' 1' 1 4 r S 7 • 1 1 t Sly.gymmob • .. • •I 7>7. • 1 • r • • - ItI! 1t ■ . • • !.•7777,..:11, • JleelTechlnglu,t,je, Inc. STORM PANELS • FOLD -A -GARD • STRUCTURAL MEZZANINES • PALLET RACKS Date: 6 -- 7 —42- /n Ili-011 .rkoni' Vita- 4 & Dear : We are the Dade County Notice of Acceptance Holder for the 063 Aluminum Storm Panels under number 98- 1005.02. This letter authorizes S i4 i'i.) e -1 P To use our 063 Aluminum Storm Panels to be used at the following job: Sincerely, Job Address: urice Sutto President C:msword/dadecounty20 N / /Nr 6 FAO v6- 4f X621 - 3750 -A N.W. 46 Street - Miami, Florida 33142 - USA • Tel: 305 - 634 -9995 - Fax: 305 - 634 -2727 Website: www.steeltech2000.com • E -mail: sales@steeltech2000.com Toll Free: 1- 888 -39 -STORM (78676) MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Steel Tech Industries, Inc. 3750 -A NW 46 Street Miami FL 33142 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 0.063" Aluminum Storm Panel Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 1005.02 (Revises No.: 98- 0303.01) Expires:03 /26/2001 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE MJAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 12 /31/1998 Internet mail address: postmaster Zbuildinacodeonline.com rancisco • uintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homeoaee: btto : / /www.buildinocodeonline.cow SteelTech Industries, Inc. ACCEPTANCE No. : APPROVED EXPIRES March 26, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 98-1005.02 DEC 3 1 1998 1. SCOPE This revises the Notice of Acceptance No. 98- 0303.01 which was issued on March 26, 1998. It approves an aluminum storm panel, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The aluminum storm panel and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -173, titled ".063" Aluminum Storm Panel," prepared by Knezevich & Associates, Inc., dated July 21, 1998, sheets 1 through 6 of 6, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This hurricane protection system must be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1- Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A. . 61akar, P.E. - Product Control Examiner Product Control Division 2 of 3 SteelTech Industries, Inc. ACCEPTANCE No.: 98-1005.02 APPROVED : DEC 3 1 1998 EXPIRES March 26. 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. Ma •ar, P.E. - Product Control Examiner Product Control Division 3 of 3 MEAN NE1�(h) NON COASTAL ZONES COASTAL ZONES EDGE ZONE (ZONE 7) END ZONE (ZONE 6) INTERIOR ZONE (ZONE 5) EDGE ZONE (ZONE 7) END ZONE (ZONE 6) INTERIOR ZONE (ZONE 5) > 60' -70' _ 716.5 86.8 57.2 155.1 114.1 75.1 >70' -80' 121.2 90.3 59.5 156.8 116.9 77.0 >80' -90' 125.8 95.8 61.8 160.6 119.7 78.8 >90' -100' 129.6 96.6 63.6 164.4 122.5 80.7 > 100' -120' 156.2 101.5 66.9 170.0 126.7 85.4 >120'-140' 142.8 106.5 70.1 775.5 130.9 86.2 >110"-160" 148.4 110.6 72.9 180.3 134.1 88.5 >160'-180' 153.1 114.1 75.1 185.0 137.9 90.8 >180'-200' 157.8 117.6 77.5 788.0 140.7 92.7 >200' -250' 158.1 125.3 82.5 197.2 147.0 96.8 >250'-300 176.6 131.6 86.7 204.7 152.6 100.5 >300' -350' 185.0 137.9 90.8 211.3 157.5 105.7 >350' -400' 192.5 143.5 94.5 216.9 161.3 106.7 >400' -450' 199.8 148.9 98.1 221.6 165.2 108.8 >450'- 500' 204.7 152.6 700.5 226.3 168.7 711.1 MEAN ROOF HEIGHT (h) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 10 FT2.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 20 F17.) COASTAL & NON COASTAL ZONES ' (TRIBUTARY AREA - 30 172.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 40 PM) COASTAL & NON COASTAL ZONES ( TRIBUTARY AREA ■ 50 F77.) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) ENO ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) ■ 0' - 15' 61.5 47.8 57.7 45.8 55.5 44.8 53.3 4.19 51.1 12.9 >15'-20' 66.9 52.0 62.7 49.8 60.4 48.8 58.0 47.7 55.6 46.7 >20' -25' 71.5 55.6 67.0 53.2 64.5 52.1 62.0 57.0 59.4 19.9 >25' -30' 75.J 58.6 70.7 56.1 68.0 54.9 65. 53.5 62.6 52.6 >30' -40' 81.5 63.4 76.4 60.7 73.5 59.4 70.6 58.1 67.7 56.9 >40' -50' 86.8 67.5 81.5 64.7 78.1 63.5 75.3 52.0 72.2 60.6 >50' -60' 91.4 71.1 85.8 68.1 82.5 66.7 79.J 65.3 75.0 63.8 DETERMINATION OF POSITIVE PRESSURES BASED ON NEGATIVES SHOWN ON CHART (a) FOR BUILDING W7TH MEAN ROOF HEIGHT EQUAL OR LESS THAN 60 FEET : FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.80 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.94 TO OBTAIN MAXIMUM POSITIVE PRESSURES. (b) FOR BUILDING wax MEAN ROOF HEIGHT GREATER THAN 60 FEET : FOR EDGE ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.50 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.66 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR INTERIOR ZONES : • MULTIPLY NEGATIVE PRESSURES BY 1.00 TO OBTAIN MAXIMUM POSITIVE PRESSURES. BUILDING'S MEAN ROOF HEIGHT VS NEGATIVE DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT EQUAL OR LESS THAN 60 FEET (APARTMENT BUILDINGS & RESIDENTIAL HOMES) BUILDING'S MEAN ROOF HEIGHT VS DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT GREATER THAN 60 FEET (APARTMENT BUILDINGS) TRIBUTARY AREA : WINDOW OR DOOR OR SHUTTER AREA (A T) AS APPLICABLE EXCEPT THAT FOR FREE STANDING STORM PANELS PANEL SPAN ((t) x PANEL SPAN (ft) (AT) = NOTES : PROFESSIONAL ENGINEER'S SIGNATURE AN0 SEAL INDICATED ON THIS DRAWING ARE ONLY APPLICABLE TO GENERIC WIND LOAD CHARTS BASED ON A. S. C. E. 7 -88 SECTION 6, REQUIREMENTS FOR A FASTEST WIND SPEED OF 110 m.p.h. & 1.05 IMPORTANCE FACTOR. SPECIFIC WIND LOADS MARKED OR HIGH LIGHTED ON THIS GENERIC CHART BY THE CONTRACTOR FOR AN SPECIFIC JOB, AT THE TIME FOR APPLYING FOR A PERMIT, AND DETERMINED BASED ON AN SPECIFIC MEAN ROOF HEIGHT, WIND EXPOSURE. AS WELL AS EDGE. END OR INTERIOR ZONE, HAVE NOT BEEN ANALYZED BY 77-115 ENGINEER NOR THEY ARE BEING CERTIFIED BY THIS ENGINEER. SHOULD THIS CONDITION NOT THE ACCEPTABLE BY THE BUILDING OFFICIAL, THEN THIS SIGNED AND SEALED GENERIC WINO CHART SHALL NOT SE USED TO OBTAIN ANY PERMIT WHERE SPECIFIC DESIGN WIND LOADS ARE REQUIRED TO BE CERI7F7ED BY A PROFESSIONAL ENGINEER. DADE COUNTY ILECO INC. \ IILIIT 11377440 & CMOav1IMMO COMPANY LYS N.W. un., - 117. 11KA4. a■non ROW. LINO Mow : (.345)471-1511 . 7s : (X611177 -15.312 NKIE'R A miff h.. P. C FLORIDA Lk. / 44167 ASCE 7 -88 /WIND LOAD SCHEDULES • LOCAL Aa 7/21//7 WA. S • AS SNOWY SCALE 6/17/95 0471 DOPING No SPAT 1 OE I, J/ /Xa / ;,2� contractor/owner, picked up 2 sets of plans for (address) d ' 7 A/ 977%i the Building and Zoning Depariment on (date) — Z - to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. Signature BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138-2382 TELEPHONE (305) 795 -2204 F AX (305) 756 -8972 RECEIPT TYPE 01? REVIEW: Sira CODE SECTION PLANS EXAMfl ATION SHEET JOB SITE : S Ne T /;/ rer ^ ltl 11 7r PAGE LOCATION CO MUS DATE : 4-7 BY: Jf s id Per►n , p /(ca 1 10 d-itI 14taf Wlvl 'S 6 e1viq 1 - e 4' 'vet atv'at a- vtetar khs1 - dra‘4/1 ✓! s hows the a l o e a-s eK 5 7"i 6, If door is iv be in a. 15 n pee � - /1led 1C014 , 4ion ail e b ea 4 4 , wi tk 3o" iAr ems` 54 PLANS EXAMINATION SHEET JOB SITE: 5747 Ne 7 /Jl 7�rr. MGTI /re DATE : 1 TYPE OF REVIEW: .5 / BY: 200e CODE SECTION PAGE LOCATION COMMENTS Perms i / ,plica12-rr-yk. Iv' drat ?es ,-Gcaf A / '1S belly re oniPve al vi ` race/ i ✓ 4 aS I1 1433 the d a-s ecc� s��✓c�. ®rd�r��e 1/ door ;5 lv 6 in 5 /a /led, a, its , v j ry k J- f l" / fed C e f/ -1 eater �d , do-t-ae f led ' 1-4914 � • i a-n wa.Cl =._ /- bey wi � 3c tar a. e eLaft SNP .FROM :. OCANDO MANAGMENT nAR•24 -99 02 :23 PM PRODUCT CONTROL NOTICE OF ACCEPTANCE T.M. Window & Door Co. 601 N.W. 12th Ave. Pompano Beach FL 33069 , Your application for Product Approval of Series 200 Outswing Aluminum French Door w/Sidelites No Reinforcement) under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, alone with Drawing No. 271(200-97, Sheets 1 and 2 of 2_ has been reeornmended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the speceic conditions set forth on pages 2 el seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for gt:sliry control testing. If this product or material fails to perform in the approved manner. the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall reevaluate this product or material should any atnmendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No. :97 -0114.04 Expires:06t30 /99 ✓ PHONE NO. : 5670226 Mar. 24 1999 09:18PM P1 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPUANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130-1583 (305)37S -2901 FAX (305) 375.2505 PRODUCT CONTROL DIVISION (305) 375.2903 FAX (303) 3724339 guez Product Control Supervisor P.01 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This appiication.for Product Approval hes been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade C.ounry, Florida under the conditions set forth above. Approved :07/16/93 -1- Director Building Code Compliance Dept. Metropolitan Dade County internal malt address: postmastereb .ildingeodeonllne.com Momeaage: AtTp : / /wWw.butldIngced•ontlne.col11 ON PAGE 5 FOR MAX. PANEL LENGTH _ 1 Ill Ill III ° O IIOIIOIOI II O II _. , , c • A!-- .125" TYP. O N i ti— .400' 05 ANGLE 6 _ - 1 i (TYP) VARIES: 5.00 MAX. FULL PANEL SCALE : 3" = 1•- 0" TYPICAL ELEVATION — TYPE 1 (PERP. TO PANEL SPAN) FASTENER 4012' 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 PSF. AND 0 >r 0.4 FOR DESIGN LOADS GREATER THAN 110 P.S.F. WIDTH UNLIMITED SECTION �•i EXISTING CONCRETE. HOLLOW' BLOCK OR WOOD FRAMING - PRODUCT MARKING LOCATION 7 4- 1.170 - t 12.00 COVERAGE 13.50 o� 2.00 © STUDDED ANGLE SCALE : 3" = 1'- O" ▪ TOP MOUNT O. OR 0 N VIEW ® 1 x 1" TUBE & FASTENERS (SEE PLAN VIEW & NOTE 6) BOTTOM MOUNT PIECE C OR C• OVERLAP FASTENERS TYP. (SEE NOTE * 6) — •�4 ° • -.093 TYP. • • - ALUM. ANGLE CLOSURE PIECE: r x 2" x .055" MIN. TO 2' x 5" x..055" MAX. PRODUCT MARKING (ZDTIONAL LOCATION) .063 . 1 ,y . r 0 STORM PANEL SCALE : 3" = 1'- 0" x 3/4" MACHINE SCREW . S - JD PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) /---• (TYP) TYPICAL ELEVATION —TYPE II TYPICAL ELEVATION — TYPE III 1 /4" MAX.. / ..75 WINGNUT SCALE : HALF SIZE WIDTH UNLIMITED IPERP. TO PANEL SPAN) SECTION L 6.00 COVERAGE 7.50 HALF PANEL L •1/4" MAX. - EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING PLAN VIEW SCALE: 1 -1/2" = 1' -0'• TOP MOUNT, I ECE ® OR G 4.-- R DIRECT OUNT W = J . 1- m' LV Q:Z 1-. W ▪ J I- I' J ZJ. Z w0• < JO: a. Zu X QN c 1" x 1" TUBE a 2 • - • FASTENERSX EE PLAN Q v1E W r® 0: 0 W b NOTE 6) Xa w I- t7 w a w: Z w. o to TTOM MOUNT �- 0 "h" HEADER •-•• cloomooso LOO ® 16 GAGE STEEL TUBE SCALE : HALF SIZE WIDTH UNLIMITED (PERF. TO PANEL SPAN) 1 SCALE : 3'• = 1'- 0" Ic 16 GA. (TYP) SECTION■ PIECE O OR © X12 (TYP., - OR DIRECT UNLESS CLOSER SPACING MOUNT REQ. FOR DIRECT MOUNT b '® - TOP MOUNT PIECE O OR Co OR DIRECT MOUNT BOTTOM MOUNT PIECE O OR OR DIRECT MOUNT NO FASTENER L TUBE REQUIRED TO HOLD DANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS. 2.00 �. 1/2 OVERLAP • ALUM. ANGLE CLOSURE PIECE: TO BE CONTINUOUS FROM INSIDE HEADER THROUGH BOTTOM SILL 1 x 2 x .125 - MIN. TO 2" x 5 x .125 MAX. 03 "U" HEADER ® OPTIONAL ANGLE - MIN. ` 0.090" .185' SCALE : 3'• = 1'- 0" SCALE : 3" = V- 0" x.307" .666" (TYP) , HORIZONTAL LEG —� OPTIONAL (LEFT OR RIGHT) 2 +-- 000 -y NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION AND 1994 BROWARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC J305 IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOAD. 3. STORM PANELS SHALL BE S002 - H32 ALUMINUM ALLOY, 0.063 THICK. WITH A MIN. Fy (BEFORE ROLLING) OF 26 KSI. ALL EXTRUSIONS SHALL BE 6063 - ALUMINUM ALLOY, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE END OF THE PANEL WITH 4 MIN. OF ONE MARKING PER PANEL, AND SMALL BE LABELED AS FOLLOWS: STEELTECH INDUSTRIES. INC. MIAMI, FL DADE COUNTYPRODUCT CONTROL APPROVED 5. ALL BO -TS AND WASHERS SHALL BE GALVANIZED STAINLESS STEEL OR HAVE APPROVED COATING WITH A MINIMJM TENSILE STRENGTH OF 60 KSI. 6. FOR TYPE 1 OP II PANELS LESS THAN 101 HIGH SHALL�43E FASTENED AT OVERLAPS. AT MIDSPAN, W/ 1/4 -20 x 3 -1/2" MACHINE SCREW SIDEWALK BOLTS W/ OIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS: UTILIZING A r x Y x 16 GA STEEL TUBE AT MIDSPAN. (SEE T"PICAL ELEVATION). TYPE I OR 11 PANEL SPANS GREATER THAN 101" BUT LESS THAN 135 -1/2". USE FASTENERS AND TUBE AT 1/3 SPANS FOR TYPE 15 II. FOR PANELS SPANS LESS THAN 33 OVERLAP FASTENERS AND TUBE AT SEAMS ARE NOT REQUIRED. FOR TYRE 111 PANELS. NO FASTENERS OR TUBE AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201. 203. AND 202. REFERENCE CONS - RUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -006. 96 -007 & 96 -007R. 9. TOP 5 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. AT LEAST ONE WARNING NCTE PER OPENING SMALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM. ADVISING THE HOME OWNER OR TENANT TMAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND TUBE ARE PROPERLY INSTALLED. WHEN NEEDED. FASTENER a 12 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 PS.F. AND (d e" Ot. FOR DESIGN LOADS GREATER THAN 110 P.S.F. • — EXISTING CONCRETE. HCLLOW BLOCK OR WOOD FRAMING A ?PROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE �Q C P 1 AA.k?I 3 l_ 19 75! BY PRODUCT CONI OL DIV:S:ON BU LDNG CODE COMPUANCE OFFICE ACCEPTANCE N0. 7q - 1OD S• rD 2 z z _ : 101' W F- r • 0 0 O d CO cc "4 FO z = o U = f w N W Z VJ. K PROrESS)0 FL Li F•E O o 0 N T M a IT CC N O LL • J M O D Z . IY rn N O 012 J N o LL X In 0. m In • Y a J W Z • a : 4 2 Z t Er) SI • m 0 1 '1 ,ai 1 v D • I1 I H; V), I 4 I a I Iu ;Z ;. • CO i9 IC • a: II o U (o CV • � CD Dc') O). [t Cr) CD • Q cQ _ • l O L CO 1') 11 1 ER; 0)/21/9 j 'scale ,dra -.■ by AS NOTED :I NCI •design by 'checked byl VJK ' VJK i drawing no. 1 98 -173 • IDRIVE•MIAMI 641 MC1KENA FROM : OCANDO MANAGMENT MAR-.24- 02.:24 PM M, Window & Door Con oanv PHONE NO. : 5670226 Mar. 24 1999 09:19PM P2 -2. p. p? ACCEPTANCE No.: 97- 0114.04 APPROVED JUL 1 6 1998 EXPIRES June 30. 1999 NOTICE OF ACCEPTAN'C, F . SP IFIC CQN,prTION$ 1. SCOPE 1.1 This renews the Notice of Acceptance No. 97- 0630.05, which was issued on July 31, 1997. It approves an aluminum out -swing French door, as described in Section 2 of this Notice of Acceptance, designed comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, fir the locations where the pressure requirements, as determined by SFBC Chnpter 23. do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 200 Outsv.ing Aluminum French /Balcony Door (NO Reinforcement) and its components shall be constructed in strict compliance wiih the following documents: Drawing No TM200 -97, titled "'Series 230 French Door - No- reinforcement " Sheets 1 through 2 of 2 dated 6- 17 -98, bearing the Miatti - Dade Counry Product Control approval stamp with the Notice of Acceptance number and approval d ate by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to !Ingle unit application of pair of doors and single door. as shown in approved drawings Single door uni- shell include ail components described in the active leaf of this approval. 4. INSTALLATION 4.1 The altunintun out swing French doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 3.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade '_ounty Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Applic4on for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawincs, as identified in Scction 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. T stolid T � a K d •. Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division FROM :.00RNDO MRNRGMENT 7.114. window $ D eer Ceetttatty PHONE NO. : 5670226 Mar. 24 1999 09:19PM P3 MAR -24 -99 02:24 PM P.03 NOTIC • ` ACCEPT N AND RD CO ACCEPTANCE No.: 97- 0114.04 APPROVED EXPIRES JUL 1 51999 June 30. 1999, 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation. including test supporting data, engineering documents. are no older than eight (S) years. Z. Any and all approved proc'uets shall be permanently labeled with the manufacturer's name, city. state, and the following statement: " Miami - Dade County Product Control Approved', or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not In compliance with the eode changes: b) The product is no loner the same product (identical) as the one originally approved; e) If the Acceptance holder has not compiled with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared. signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, um, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior approval has been requested (through the 'filing of a revision applicaden with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory, performance of this product or process. b) Misuse of this Acceptance as an endorscmcct of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it sha!1 be one in its entirety. 7. A copy of this Acceptance as Well as appro.-ad drawings and other documents. where it applies, shall be provided to the user by the manufacturer or its distributors and shalt be available for inspection at the job site at all tint The engineer need not reseal the copies. 8. Failure to comply with art!: section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pnges 1, 2 and this last page 3. Sic 1 . C44 Ishaq I. Chanda. P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 I •MiV li ♦ 111,- rip. M } T'1► '1 ;T. rep, I not 75 f-- 38 NINGE SIDE 135 Z/4* F2AFE % IDTH -f JAMB LfTC ANCHORS ANDICI15 SINGLE DOM W S:D .: TE ;AN SIDE I U DJ], /\ .. 11 �Llllt O •lffta. �.UI Il 1 '[.`� �I�l l4 Ifr \ (L. J M. \ T!. IA � e• XA S � : 1_2" '1 11 f 1 i (T _•�17/, 11 � 111 1 1 TYPICAL. ei CD tJ � TAY { 1 i 7 7 /V i 1 -: v2• �r --� tD 2P 1/4: 39 114 `c'_ '. /, t? 1/ •' --e 2 °_ 1, 83 ?/4' FR. DIN. --� :, 129' T. rim -- IQT(3 v017D COT137RUC-tLtlo 1. IWYEROICES 'vm9 OGNEE1D16 MANDIDEDr, 'JS 764(31 f2INAJJC . -Ad 1974 'MOM PDC MANIAC' SDUT►CIr41 MEN i; S . ASDLIAirl1 NOTES ON CC?JGCETE COO 1RUCTIOM' L Navin Dm PJKZ IfPW$ AJI'IIHIN FRMC 1 • ICtEsE /V039 2.18SMATE = Vl• t MINIM ile DIA. 1APal1 EDGE IiTn1G TIM !ACE tf (f iUILCO .' 2 V2' 1 MINNIIN 11 DIA IAMB/ 048E3NENT FOR l .LOv CONCRETE LOCI = I l2' .+. MIMINLJM s?ACTNG dET WE =.1 TAPZQN At iC`iCRS = 3 S Mg O No/ opese RESIGN DATA' & IC30 REPORT 13310 0E1. 1991 i 11 1 rm.: r_{ t1 1 . T rr "• 1/a•MNL.} TVA R!. 4 fr TYPICAL _OC< '39 )� FRANC JAMB ANCNO DS DOME taall ALL ALUMIMlq !CI 3E &O67, ALLOY. T5 OR 16 AS R1E]UIR 1Ir . -ir T vr vrDi SDIG.0 SHELVE :ACA 9Q - i..... ..�/. .. •••••••-,- ...4..6. ... .•4I. - . �. INS T ALL A T 1 I' .' E •d T. .')D '�T A T •1G+t'F V I - 112 t i/2 R.4 SKS JJCA>i(D •• ri01 cJoE? NO •r.••M EAc-I (}4( RE S r Ai I• , O.C. PIM :CAD - •1a 3' A±t 7.N5 LOCAi CD c• i RIIN C3ANC7_ Arlo 3' T2OH EAC SIDE Or f41LLICI S vf7N THE RES: AT CA • • �. ,yam _ANHS - I I2 x SM5 LOCA TED • . swot CORMS AND —Z1C RE rr s t 1 • '..• 4. Ot HA -127 vy 4-;A : /•' -% 61 1/2' %4.ANC DIN rRS1 i DIE3 - - -'t DES:C_N FUR S I . +40.6 7 1 _ CLASS 1 SERIES 2: TYPICAL_ VRIES 2::0 Si TYPICAL HM 1 i � ■ 60 11 X119 4 2fl11!rC ° DE GLASS r yPI 3 /16' THIC) Mokonl l•rvv DQO• FROM °CANDO MRNRGMENT 7 — ••••■•■••■■••• PHONE NO. : 5670226 • 1p L Ott9t IL9C ■ 41 1-• I.ININ3 A8NOSVI 433^ roust enAul'or elVd 44VI3.4 1/El 'XVII 1 . I / I 86 '141U 1999 09:20PM P5 ki 4 7..■■•■••■•■■•■••••■•• 1 — z W z E 0 z U O z O u-. L N N 0 1'- w In N ? ac T 61 s3 1/2' O z l>J :'f.. : i 1 .6 ' ■CMV_4Z9 ;:.S5 SAI l Si - f • :JR - f'4Dr 61 ESSJRE RA; iNG GR :ND(CA TED — PSI 1/ LITE L NF CSNP - :Gr1 230 rR_ DOOR PANEL _ SS RITE = 3/6' .iDE1:iE .' ?a1C w1711 Q Z 2CAO _ '•`ASS SITE = 1 /c' :NDOW ?c [OCR CO :2 AVE.. ?OKPA,VO aESCRTFT1QN rR■ft.:1e OMR av0 [x rE?�R£a p•. N Aiw! —r it r von .41s. Sheet: S' iOr 2 1 .jC�lv• P -ci 12. Dole. 'SON OvO� A eV, a a:rnric - .x:A 'Hl :C b ftaMZ ap1DIMe �E MOM Cflrr t o1 %eu EeaD+MC e/aQ uroraw 7_4 D 4 ; /•' NAIL .�L -'e !4 2 a • 3t9 !N SEALANT 55) !!® T a s CONC. CONS , 1 • FRAME 3D: '.25 3/4' '31 4 ISTD. !bi I1226 1 n NOTE a= TAPCONS «R %)SE D3NCRE"E ac 1,• j3 l_ O F An A'7 L_ .N2310TYIPART IRSIUICTUPTIDN 1 1 IS1ASES6 1 FRAME WAD 1 21 t I S12I961 ! FRANC SAL tit 1 1G103e 7 rave. .w1B t 4 1 2 f IwRiQ711 J & S7a E 12 1G1F34021: 4' ASTRAGAL STILE 41 L IGt 365701 2' for RAILS (PER RCM 71 1 Iliii363701 ?' loTT■ RAILS O'ER OMR) 91 2 1 GV'.11G:5 i RAIL y1S ADAPTER CPU OCR) 1 1 1013073 1Cx JAM 101 1G EIIR Ain amo-Q. OL,AIra4 l70 U 1 2 [AUK I ALUM f•U A BELTS CPa 1%3R) I 121 • IGY3.48081 DImupm ALUM. CAP CPO tR) L31 2 !STT1. E 3/B' S. NLASED ROD (PER 111) 1 141 • 1STL. ' ]/W HEX HEAD II1ST (PER ECM 3/8' FLAT t(1LSJ€R (PET. VI1fGl1i aA1311G :MOM. 171 I/ EEMPEREL GLASS III ! - 3/16 7 WERET GLASS 191 1 Mum m 1 wan Walk./71:31 CPU III) 211 1 SIX6ou t =1 11L''f50 • L!L'BAFAD CLNiEAF N wast■ 11 1303_ v1 3, ANIL 23 6 t13 .. 3/v •LING 4.L Pura CPO .441117 .441117 21 1414,1F!' PAN AFAR ITAIALCSI S'CEL 2 ! ALM. • TN *ma vim I G Zd pp02 . Sit...'COIc IAC1 bWNG 2)1 1 • Mum ANDIORS 2S1 GV31I271 LOCK $71LE L '. AL/CLOD uSe.D INTO NeCIOG BUCKS TO 111£ •L46. 1IVDt.E7 SE•D113L' 6£a won 1 r111 WINDOW & DOOR CO pr. orF)q 'Sher t. Do ye• � A D -97151 ELEvi Ur 216 -L ? -9 as a - n 3c 11 •c :.w. P∎oouc- aoa-o•oi Rv.��.o� T.'P. DFIA!L car&. cuNs. 603 NM 12 AVE.. POMPANO MACS. fl. :nma i1 =wpm x..3, N. • PRS7DUC T DE SCR IP T 10l1 :wRI q7,01 a6lault =1[ - O FR NCti D +�Ir 'f 3E.QIE. . E. DMA 41&1 ReTfIRCE. mi 111 Li/ /G_ tei. 13 1}110( T GLASS 3A. -"� T 7 A :. 14 IM T Tr /. ma= mamra. DI1F10p mums mat comunct awl Aac MEI 70.41 -A 114 - 64 FROM : OCANDO MRNAGMENT r1AR ••24 -9 '02:23 PM PRODUCT CONTROL NOTICE OF ACCEPTANCE T.M. Window & Door Co. 601 N.W. 12th Ave. Pompano Beach Acceptance No.:97 -0114.04 Expires:06/3 0/99 FL 33069 , Approved: 07116/98 -1 PHONE NO. : 5670226 Mar. 24 1999 09:1BPM P1 P. 01 METROPOLITAN DADE COUNTY, FLORIDA METRO -OADE FLAGLER BUILDING BUILDING CODC COMPLJANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1803 MIAMI. FLORIDA 33130.1883 (305) 375 -2901 FAX (305) 375.2805 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372 -e33e Your application for Product Approval of Series 100 Outswing Aluminum French Door w/Sidelies No Reinforcement) under Chapter 8 of the Metropolitan Dade County Code governing the us6 of Alternate Materials and Types of Constriction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. TM200 -97, Sheets 1 and 2 of 2. has been reeomrriended for acceptance by the Building Code Corr:Oa lea offiee to be used in Dade County, Florida udder the speci:1c conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stared below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner. the Code . Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall reevaluate this product or material should any ammendn ents to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revolve this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application.for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Comrttiree to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Internal malt aderels: poetma 2t4lreb 2iidingeodeonline.com Momeaupe: http://www.buildingCadsonlIrse.coni FROM : OCANDO MANAGMENT . HAP.- 24 -9 ' ©2 :24 PM PHONE NO. : 5670226 Mar. 24 1999 09:19PM P2 Writow & Door .panv ACCEPTANCE No.: APPROVED EXPIRES NOTjsk; OF ACCEPTANCF_L SPECIFIC CONDITIONS 97- 0114.04 JUL 1 6 1998 3. LIMITATIONS 3 -1 This approval applies to single unit application of pair of doors and single door, as shown in approved drawings Single door uni- shall include ail components described in the active leaf of this approval. 3. LABELING 3.1 Each unit shall bear a permanent label with thc manufacturer's name or Togo. city, state and following statement: "Miami-Dade ` ounry Product Control Approved ". Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division - 2 - P -©2 June 30, 1999 1. SCOPE 1.1 This renews the Notice of Acceptance No. 97- 0630.05, which was issued on July 31, 1997. It approves an aluminum out -swing Frer.oh door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 200 Outswing Aluminum French Balcony Door,.w/Sidelites (NO Reinforcement) and its components shall be constrscted it strict compliance wiih the following documents: Drawing No TM200 -97, titled "'Se:ries 230 French Door - No- reinforcement " Sheets 1 through 2 of 2 dated 6- 17 -98, bearing the Miami -Dade Counry Product Control approval stamp %.vith the Notice of' Acceptance number and approval date by the Miarni -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 4. INSTALLATION 4.1 The alumintun out swing French doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 6. BUILDING PERMIT REQUIREMENTS 6.1 Applicion for building permit shall be accompanied by copies of the following: 6,1.1 This Node of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for thc proposed installation. 6.1-3 Any other documents required by the Building Official or the South Florida Building Cede (SFBC) in order to properly evaluate the installation of t his system. PHONE NO. : 5670226 Mar. 24 1999 09:19PM P3 Mail - 24 -99 .02 :24 PM r5.1 FROM : OCANDO MANAGMENT T. M. Window ,St eer Company ACCEPTANCE No -: 97. 0114.04 APPROVED JUL 1 6 1998 EXPYRE$ June 30. 1999 c. NOTICE Of ACCEPTA,NCE; STANDARD CONIJTION 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original Submitted documentation. including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved proc'ucts shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved', or as specifically stated in the specific condition* of this Acceptance. • 1 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the eode changes: b) The product is no longer the same product (identical) as the one originally approved; e) If the Acceptance holder has not compiled with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared. signed and seeled the required documentation initially submitted i5 no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product ur proem sf~atl automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the 'filing of a revision application with appropriate fee) and granted by this office. Ary of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorscmcct of any product, For sales, advertising or any other purpose, 6. The Notice of Acceptance 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 Notice or Acceptance is displayed, then k shall be one in its entirety. 7. A copy of this Acceptance as , well as approved drawings and other documents. where it applies, shall be provided to the user by the mant:fatturcr or ita distributors and shall be available for inspection at the job site at all date. The engineer need not reseal the copies. S. Failure to corrtply with an:v section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Ishaq 1. Chanda. P, E., Product Control Exarnircr Product Control Division END OF THIS ACCEPTANCE 3 LrC ANCHORS ��'•1ai1 �i DELCiE 22 1/ •' JA- EC }/4' FR. DIM. +l •. ALM BLL I I 1 1 �• i ' im i C5)-- N 6 IL • 4 L TrN 6' Col X 114' 11 fir I rat 1' —IC 1 ' - 1 1 a1 Vim' 7 _ TYPICAL 22 1 /s' / .•- 28' —a+ SIDE 1:35 / 4' FRAME VLDTH SINCs1 aoQ v/ 5+ ..:TE EAC-t SIDE — 1 I I 714/ °� \ I " . 1� 1 U T 22 I /4' .f r. r. trytlit TYPICAL ANGIE JAMS ANDIORS • m 4• NOTES OMB AJaTD 7AUC 1 l R{TERCHCES' 'NOV M HP 1D6OW. 'JS r t�RL S i 3 RO JC a _f L 1974 '901.W1 PDC MAMA' SWT1102t f ! C17 2 1:11111C7.3 .dSOCIAiI01 i91S NOTES OH C1ZIGRETC CIRO TRUC7110t+. 1. &Mtn DO( VACI in' wt AUDIRAN IRAK 1 aCCE: ]E!MRAJC : v '• $1111111 vs' MA. WON ME II:ST 1 1'$1311 r,la ? (oHGiETV OI£.Oc 2 v 2' 1 AMMO lie DIA TAi'C71 EIIE0II1:3f Pmt ILIOLLOV COI:R UE RAM 1 12' MIM(P4UM SPACING aET H/EEN TAPCON APJC = 3 FtCan 10 NO/ (AKIN DE51G]N 0,4TA• a tC30 REPORT 1331 CC r- 1990. 1, '• V 1 • gn'L} ►Y1 Rf. 11LC telq vlTH SINGLE :IDELIIE E/01 UDE 1Ir 7 a• 1.12` 1f - ( 22 1•'•' � -r 22 I/ .1' lP`J' F3APE 0311. --- -�% ALL ALUi'11NI;I7 "D 3E 6663 ALLOY. T5 OR 16 RC7U1R - �..._.. - ..r. •. .•.w►, ....L..' •.• _, .._. b' -44-- S'--/I- i 422 ✓A' r : /a• -' + -- 6i lam' ---� rRANE DEW INSTALLATION :.RC•Jc .4E 7)101) of ;W. t S:l_ - 1 12 A 1 i /2' R. }t :,I'S J3CAiED •- $31Tl ZJRIlE? .ND r.:;1314 1 .C'r MUL_iGN 'JOT). THE . 5 t AT 1, ac mAx :CAD - 112 Y 1' R, Zed L CiC.A i CD r t't(lN! C RNC. +: Ant) 3' FROm CAC SIDE Cr 'Q1Ll1011S VI7H THE ;RC$ i A I : ° ' aC `!/►)l. _ AMHS - 1 12 x 3' Q14. SMS L'DCA TED e • f RCT1 C?t1r£3S AND IC RE $'c .s I I • i.' 1 ' [].C. MA I( -s3>a r :71[] __ 1 DES :C_IN FOR Sf: +40.6 7 GLASS t SERIES 2: SE itE.S c0:i TYPICAL 1 TM 1T 130 I .'(Y/ ZflDtJC LZR117.3 ;.2: C,i.AS.C'• r YPE 3/16' r N1CII No,Cani 4? wvo Niue FROM : OCANDO MANAGMENT .111.■•111.1.-n- PHONE NO. : 5670226 . g OttiON/ L4 rl 'XVI4 i .--• I (26 wiu )4V�4 IININ1a) A air Josvw — Mar. 24 1999 09: 20PM P5 ik"N lid A330, pow ovoWni OVJ WV! 1/n WWI E S3 Zia• O Z Z :fir . :/ iCNP_ LAES :- S=lI:F-:f_'jR' 0 S N PRES JFcE R?TiNG 30CR :NDrCA ED 7 P. SR, —4 0.67 PSr LITE LNFGRmp -:GN• 1 2 :0 1 DOOR PANEL _ ::LPSS BITE = ?i6' I i■OCt:TE " waft wfT$ G..Ai'J4G ICAO F _ 3ITE = i /2' :KNOW & COCR CC :2 AYE.. ?OKPANO 2EAC . ?' . APFSIDVE„ a OE SCRID TUN ERE`t •ODOR w0 .vCilfrXi M.vf. P} Cx it!4! t I GLASS _Qa r+ta c E S i uur NCI >w ft, I_a 2: _ E Evl' L or 2 -'i - ? 6� .c'•0• P -p u - Ave, InNst Vane -Q1 G„T.nrfc CC�a H01Z aglow :- CICui . 1(a a qg. art =r • C. Rama CONrmt Va. e1.1131146 Max C ortwx0E mina raga ne17 -01 w. 04 MAX- 0104:141n r O6ar 1 1 mA]Ili!Le4 10' Vat ✓ANiti_ a f £D IN SEALANT 4 FRAME 30: °.35 3/ !!l 4 ISTD. 141 11226 6 111 II, TYi r iTV A. ?, lit' NOT E ALL TAP =JNS F3R JSE ?3 CONCRE -C ro ac iz.- DIA. L.L vOOD SCR) E%:S uSE.D [NTO va+E.G auCKS BE •1/45 L OF I.,LS ! NOIRTYIPAAT DGI SDUPTEIIN 11 1 !SV286E61 FRAME 1IEAD 21 1 1514296151 FRANC SBI.I_ i1 1 IGvatM FRAME. ."MB • 1 2 16.ICiQ7U STE.E 1 1 2 1613466H: 4' ASTRA*.IL STILE 61 1 1Q/365 70! :' rev RAILS IPER DID/ 1 71 i iliii362r7c71 ?' ZItTTF• RAILS cPER Tai) ! 91 c 1 GV,7H26 i RAO_ JI ACIMMTF 4PER OI11R) 1 1 11A/363721 i11CX JAIL 101 iGVr3r526; ETATL A n a744A-DIGLA7344 a'wNOLI o 1 a 1AUJ . 1 ALUM rum. 2:1.TS CPS M ORT 1 1!I 4 IGV3A8081 EXTRuBCD 460 4. CAP [PEA LPL/ I 171 2 ISTD. 3/8' STL 'MEAD MD ORO DUI 141 1 IS7A ' 7/8' IIETI 14AD MST MICR BOW 1 3/13- FLAT V/LSdIS OYs DOWD • • VIA 3.AZHIG :MAME_ [ ?I 1/8• TEMPERS CLASS - 161 c AVat 7E? s O D CLASS l41 ! sp.4o3 ! R TM WINDOW & DOER CO- ( I Ilvalst' MOLE= hi iQ;il) ; 1 24+ I Is7;a6 • I(VIT[ iz xA - �'a IDL3I7 1 601 . 1' AVE- ?memo 6EAC3. r[. .I 14•+/50 : ul •BAF►8 r M m PI. r v Liam vow s o u Amt. , PRODUC T DE S:R IF T OM E3 6 IDF -756 . y.• .aASTr Not PU.G'. cpe, i GLASS 2:,o FRCNO -i OOL4t *RI RE'.TF�E!'JITI1 2• 014.r.......” : PAM iEM STA IIa.ESS STEEL • GG ASS TYPE nuts , TA ocuu s IPCR ram ; 3e16' THIClc TEMPERED GLASS REA TES A3. M(AM' TESTING LAB. '€21002 St-'CD1C a•clotlIDQN� 1 1CST R 7 ND MIL l52- 271 1 : FQAN£ 'mr -N[1RS i t IGVa1827! LDE. i71L j 0.� Peo1Ca.KIgr !g t Dni�_ o [Pew. r142M � 97On E_rVI _ EX ?16 -1 81 w u ]•a Lc P .cos a.rOl Rw...w TYP. DE 1AIL CONC. CONS. stm161 ilk animus wI[ U �Q • caw caw _.LI I ' : KM= 30M101. Dgrt €Oa maims 0701 011inWl l MCI • mr.amoci 1491 11 3 11 O 3 n z .0 3 z 11 3 m z H PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date "/ 3 �� 7 4/L- /fer- r' Tax Folio Legal Description - / i�/� Historically Designated: Yes No / Tenant �� %S . �/} i G��/ �ii�� /e Master Permit # 7 /1/ "• 9/7 er r. Phone 305 75$- 8 5i4/ Contracting Co. Q '!1/ " / i ,` %j �pJl' /2 y � C�C . Address � 7,4 "95 V Qualifier Dom/ /<,/ ',4 ' `-J .J SS - S 7. 5' Municipal # d /-7 / -4/ Competency #022)/3.57S2? Ins. Co. �/�e Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING � i MEECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION rl /.4� 'a h /. !p.�GLs/ fb 6 2t , ,4120/ y ' //t'�5 �� /S 42.S Square Ft. ! Estimated Cost (value) Owner's Address State # WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will bc.4191ee in pliance s+ a e ' : • e lsegulating construction and zoning. Furthermore, I authorize the above -named contractor to do the w. �► � Siggiature of owner and/or Condo President Date ' of Contractor or Own' : wilder Notary as to Owner and/or Condo President Date Notary as to Contrac(or'or Owner - Builder My Commission Expires: My Commiss S: OfRCWAL NOTARY SEAL /'9 L ,L , "= - t.� , .�:..s:y. * 4 ' _ t C79727T FEES: PERMIT RADON C.C.F. APPROVED: ~t• 1 11 Zoning Building oG Date toc NOTARY Electrical BOND TOTAL DUE Mechanical Plumbing Structural Engineer Me 4 / 1 - M, Date co7 0 POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SHUTTER SPAN (L) (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) ALL MOUNTING CONDITIONS W/ "U" HEADERS, "H" HEADERS W/ STUDS @ 6" O.C. W/ BAR & BOLTS NO BAR (TYPE III ONLY) W/ NO BAR 40.0 5- 0 2 -1/2 2 -1/2 1 -1/8 8- 5 2 -1/2 2 -1/2 1 -5/8 8- 8 2 -1/2 2 -1/2 1 -5/8 11 - 4 2-3/4. 3 -3/4 2 -5/8 50.0 5- 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 1 -3/4 8- 8 2 -1/2 2 -1/2 1 -3/4 11 - 0 3 _ 3 -3/4 3 60.0 5- 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 2 8 - 8 2 -1/2 2 -1/2 2 -1/8 10 - 0 3 ' 3 -3/4 3 70.0 5- 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 2 -1/4 8- 8 2 -1/2 2 -1/2 2 -3/8 9- 8 3 3 -3/4 3 80.0 4- 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 2 -3/8 8- 8 2 -1/2 2 -1/2 2 -1/2 9- 3 3 3 -3/4 3 90.0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -3/8 8- 9 2 -3/4 3 -3/4 2 -3/4 100.0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 8- 3 2 -3/4 2 -1/2 2 -1/2 110.0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 7 - 11 2 -1/2 2 -1/2 1 -1/2 120.0 4- 0 2 -1/2 2 -1/2 1-1/4. 6- 0 2 -1/2 2 -1/2 1 -1/2 7- 6 2 -1/2 2 -1/2 2 -1/4 NEGATIVE DESIGN LOAD W (PSF) TYPE 1 TYPE II TYPE III ALL MOUNTING CONDITIONS W/ "U" HEADERS, "H" HEADERS W/ STUDS @ 6" O.C. STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS © 6" O.C. & DIRECT MOUNTS W/ ANCHORS © 6" O.C. (TOP & BOTTOM) STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS @ 12" O.C. & DIRECT MOUNTS W/ ANCHORS (al 6" OR 12" O.C. (TOP & BOTTOM) • L max. (FT -IN) L max. (FT -IN) L max. (FT -iN) 30.0 8 -5 11 -4 11 - 40.0 8 - 5 11 -1 11 -1 50.0 8 -5 10 -6 10 -4 60.0 7 -9 10 -0 9 -5 65.0 7 -2 . . 9 -10 9 -0 70.0 6 -7 9 -8 8 -8 75.0 6 -2 9 -6 8 -2 30.0 5- 9 9- 3 7- 8 90.0 5 -2 8 -9 6 -10 100.0 4 -7 8 -3 6 -2 110.0 4 - 2 7 -11 5 -7 120.0 3 -10 7 -6 5 -1 130.0 3 -7 7 -2 4 -9 140.0 3 -3 6 -8 4 -4 150.0 3 -1 6 -3 4 -1 160.0 2 -10 5 -10 3 -10 170.0 2 -8 5 -6 3 -7 180.0 2 -7 5 -2 3 -5 190.0: 2 -5 4 -11 3 -3 200.0 2 -3 4 -8 3 -1 TABLE 1 - STORM PANEL SCHEDULE NOTE: FOR TYPE III - NO BOLTS W/ STEEL TUBE ARE REQUIRED TO HOLD PANEL SEAMS TOGETHER. ANCHOR SPACING SHOWN IN TABLE 1 FOR DIRECT MOUNT SHALL NOT EXCEED THAT SHOWN IN FASTENER SCHEDULE. TABLE 2 - SEPARATION FROM GLASS SCHEDULE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT - �' 3L-- 19 BY i�- PRODUCT CON 'f! DIV:S:ON BUILDING CODE COMPLIANCE OFFICE A CCEPTANCE NO ( t C 1 1009 2 G If U :miz. ° z P i r' ui C - W i .i g� 1 i W' a O I I F - , W yl ; i a g a n 4 I o u a � a1 i U� 0 O. � � y a a � m =i � VICE. a i a r m N. � o F z m W x IY: • _ . > v+6lm o. a m I .- > > a m W W N 1 Z: • N I x m ill? . W 0 - i D:' E, 1 > • z �f 1a . s a ,l o , ' E I u • II of C ; o: N I I 1 I a, I c E • MEER i FL • f e No . PE 8 3 8 1998 V.J. K PROFESS! :acid, I l drawn by I • AS NOTED NC, � dosiyn by 1 cMCk b yl VJK drawing no. 1 98 -173 sheet Sof5 o7i21/ $ BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAN SPAN 2^ x 5" 5•_0" 9' -5" Tw s .125" 8'-0 e' -1" Tf ..125 2 x 9- 5• -0 15• -11" Tw ..125^ 8' -0" 13• -7^ Tf ..125" Ir1 — EXISTING CONCRETE OR . HOLLOW BLOCK EMBED. (MAX. DESIGN LOAD s 72 PSF) SCALE : 3" = 1' -0" 0 GLASS OR DOOR 2 "x 2 "x.093" ALUM. STUD ANGLE - 3/4•' PLYWOOD 2" x 4," x 1/8" CONT. ALUM. TUBE (6063 -T6) H O "PASS THRU" DETAIL SCALE 3" = 1' -0'• - Tw 1114 SMS (0 12 0.C. STORM PANEL ALT. LEG DIRECTION HEADER MOUNT DETAIL Tf (MAX. DESIGN LOAD = 72 PSF) 1/4 RAWL CALK -IN (d 7" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4••0 .AG SCREW (8) 12" O.C. W/ 1 -1/2" MIN. EMB. IN W000. W300 SHALL BE OF SPECIFIC GRAVITY ••G•• OF 0.55 OR GREATER 1/2 "0 THRU BOLT @ 12 O.C. 1/4••0 RAWL CALK -IN (A 12" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 LAG SCREW 0o 24•• O.C. W/ 1 -1/2" MIN. EMB. IN WOOD WOOD SHALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER — THREE 1/4 CALK -IN ANCHORS (m 3" O.C. W/ 7/8" MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3" MIN. EDGE DIST. USE THREE ANCHORS FOR 2" x 5" x 1/8" BEAMS TYPICAL FOR EACH ANGLE -MAX. 1/8" TILE FINISH MATERIAL —Q 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 TWO -1/4 "0 THRU BOLTS 2 "x3 "x1 /4" x0' -8" 6063 -T6 ALUM. ANGLES FOR 2 x 9" x 1/8" BEAMS USE 2" x 3" x 1/4" x 0• -8" 6063 -T6 ALUM. ANGLES FOR 2 x 5" x 1/8" BEAMS — ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1 /4" MAX. 6 2•• x 2" x .093" ALUM. - STUD ANGLE -- O EDGE MOUNT DETAIL I SCALE : 3•' = 1' -0•' - 2'• MIN. � —c 8 EMBED. 2" x 2" x .093" OR 2" x 5" x .093" STUDDED ANGLE • 1/4 -20 MACHINE BOLT & WINGNU CA 6 O.C. FOR TYPE I & II OR @ 12•• O.C. FOR TYPE 111 5/16•' 0 RAWL CALK -IN (0 5" O.C. W/ 1" MIN. EMBEO. INTO CONC. OR HOLLOW BLOCK W/ 5/16 -18 MACHINE SCREW -'.5' 2" x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. Wr 1/4'•0 STUD (A 12" O.C. NOTE; THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX DESIGN LOAD s 72 PSF) x 2 (MAX. DESIGN LOAD s 72 PSF) O ALT. TRAP MOUNT DETAIL L SCALE 3" = 1• -0" 1/6 "a RAWL CALK -IN @ 5 - 0.C. W/ 1/4 -20 MACHINE SCREW W/ 7 MIN. EMBED. IN CONC. OR HOLLOW BLOCK - STORM PANEL EMBED. STORM PANEL 1/4 -20 THRU MACHINE SCREW ANGLE TO ANGLE CONNECTION @I 12 0.C. 2" x 2" x .093" STUDDED ANGLE FASTENER, SEE ANCHOR ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4" 2 "x3"x1 /8"OR2"x 5 x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP. TOP & BOTTOM) NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD x 72 PSF) ANGLE BUILD -OUT J SCALE 3" = APPROVED AS COMPLYING WITH THE SOUTH FLORIDA B}I1LDING CODE DAT /-e 31 19 BY PRODUCT CO. ' OL DIV:S -ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ?' - 1° S • 9 , , • O m 0 r O •O 0 N O = J LL IM • in Z • a . ^1 c 0.i • • • Vi K PROFES FL P U 2 N 1- 2 64 " � Clt a) co co ?) J C LL Z_ 11) O - Co) to 2 NAL EN EER ens 10 0 : 3 No scale drawn by 1 AS NOTED MCA design by ' by, VJI( vnc drawing no. 98-173 sneer 3 of 6 07/21/98 TWO - S/16 "0 CALK -IN (21) 3 -1/8" O.C. W/ 1" MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE GIST. W/ S/16 -18 MACHINE SCREW ly EXISTING C.B.S. NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. STORM PANEL SUPPORT BEAM O SCALE : 3" • EXISTING STRUCTURE - (MAX. DESIGN LOAD s 72 PSF) 1 ® 2" x 2`x .093` . STUDDED ANGLE - �EMBED�. I a • T+ I I a it Fl SEE SEPARATION �.1 L- FROM GLASS SCHED.' (TABLE 2) GLASS OR DOOR �'— TWO- 1/4 -20 MACHINE SCREWS - 2 "x3 "x1 /4 "x 0' -6" 6063 -T6 ALUM. ANGLE (TYP. TOP & BOTTOM) ALT. LEG DIRECTION - FASTENER. SEE ANCHCR SCHEDULE REFERENCE CONNECTION - TYPE r O DIRECT MOUNT DETAIL P SCALE : 3" = 1' -0" s I I 1 I N m 2` x 2" x .055" o ' 2" x 7 "x 9' -7" MAX. Tfs0.13". T•>•0.055" 6063 -T6 ALUM. LAP BEAM = 1 6063 -T6 CONT. x I- ALUM. TUBE _ 0 ' I 1 1- 0 1 W 1 Z J W J .1 W J !i .� a I I z i EMBED 1 '- i O. I E 1 a o. 1 X I X 6612 SMS E 1 Q El 12" 0.C. •1. - - -, E , _� I A NOTE: THIS DETAIL MAY BE USE AT TOP OR BOTTOM OF PANEL. 0 2" x 2" ALUM. TUBE BUILD -OUT O STORM PANEL BUILD -OUT SCALE: 3^ = 1' -0" SCALE . 3" x 1/4 -20 S.S. MACHINE BOLT & WINGNUT @ PANEL MIDSPAN OR (8 S1" O.C. MAX. MIN. 2" x 2" x .125" CONT. 6063-T6 ALUM. ALLOY OR 18 GAUGE GALV. STEEL ANGLE SCALE : 3" = 1' - 0" 1/4 -20 MACHINE SCREW (A 6" Q.C. 1/4 "0 RAWL CALK -IN WI 7/8" MIN. EMBED. IN CONC. OR HOLLOW BLOCK la 6^ O.C. - 6i 2" x 2" x .093" STUDDED ANGLE (MAX. DESIGN LOAD x 72 PSF) ALT. CORNER DETAIL - 2" x 2" x .093" STUDDED ANGLE -- 1/4 -20 MACHINE SCREW STUD & WINGNUT (16" O.C. FOR TYPE 1 & 11 AND (9 O.C. FOR TYPE III STORM PANEL 1/4 "0 THRU BOLT (t 12" 0.C. ANGLE TO ANGLE CONNECTION 1/4^0 RAWL CALK -IN 11" O.C. W/ 7/6" MIN. EMBED. INTO CONCRETE W/ 1/4 -20 MACHINE SCREW -7 1 - 1/2" MIN. • 2" x111x 1/8" 6063 -T6 ANGLE NOT THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD x 72 PSF) � 1 2" x 2" x .093" - 1/4 -20 MACHINE SCREW STUDDED ANGLE STUD & WINGNUT (D 6" 0.0 FOR TYPE S. II AND CB 12" 0.C. FOR TYPE IN 6 . 2" x 2" x .093" i STUD ANGLE - APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF�e +� - 3L 14 gg BY J� N6 /U� PRODUCT CONTROL DIV:S ON . BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ! - 1 5 ;, i Z i 0 -.Z : y 1 - j W Q V 0 i U o : 0 d : co • • Q 2 z U • z • H Z .N° W Z • VJ. K PROFESS! 0 O ° 1 r T 0`. 1 'EC I L n • O _ j LL .. z l NI W ; al u l OI AL EN EER FL Li ens No: PE 0 ±►0' =3 81998, scale jl drawn by AS NOTED, MCI design by Ijcnecked by M ✓ f VAC drawing no. 98 -173 shoot 1. of 6 UI 07/21/18 SEE SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR — P- .„ 0 w 0 SEE SEPARATION FROM ,n GLASS SCHEDULE (TABLE 2) GLASS OR 000R EXISTING STRUCTURE FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE r PLYWOOD AND STUCCO FINISH 3/8" ANGLE TO WALL DETAIL EXISTING STRUCTURE •--• FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE S' / l / / //lpl/i/ll ///!lll. ::::: •_ I ' EMBED. A O WALL MOUNT SECTION SCALE : 3" = 1' -0" L_O .- ©CONT. 1 -1/4 "m x 1 -3/4" S.S. LAG (l 12" O.C. W/ 1 - 1/2" PENETRATION INTO WOOD TWO 1 /4'm x 4-1/2" S.S. LAG SCREWS (!D 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. W000 CONT. 1/4 -20 MACHINE BOLT E. WINGNUT (dt 6" O.C. FOR TYPE I OR II OR (ID 12" 0.C. FOR TYPE 111 PANEL TO ANGLE DETAIL E WALL MOUNT SECTION (BOTTOM) SCALE : 3" = 1' -0" 1/4" MAX. GLASS OR DOOR NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO s 72 P.S.F. SEE SEPARATION FROM GLASS SCHEDV_E ( - ABLE Z) - FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 3' - _a_ 1/4 -20 MACHINE BOLT & WINGNUT ((D 6" 0.C. FOR TYPE I & 11 AND (10 12 - O.C. FOR TYPE III .) 1` /.EDGE DIST. / r I V 4 NOTF: THIS DETAIL MAY BE USEC AT TOP OR BOTTOM OF PANELS. WOOD CEILING /INSIDE CEILING /INSIDE MOUNT SECTION SCALE : 3" = 1' -0" GLASS OR DOOR —0 EMBED. SCALE : 3" = 1' - 0" 1/4" MAX. SEE SEPARATION FROM GLASS SCHEDULE SEE SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR ©CONT. — - I '- FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 4' EXISTING STRUCTURE (DC ONT. (TABLE 2) 1/4 -20 MACHINE BOLT & NUT ( d)12 "O.C. - • - FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' 1/4 -20 MACHINE BOLT & WINGNUT (d) 6" O.C. FOR TYPE I & II AND (A 12" 0.C. FOR TYPE III - SIDE CLOSURE REQ'D. (SEE PLAN VIEW) NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. - HEADERSO &OCAN NOT BE USED IN COMBINATION WITH THIS DETAIL ALT. BUILD -OUT MOUNT SECTION FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' EDGE DIST. rh < f . EDGE DIST. MOUNT SECTION SCALE : 3" = V -0" •Z 10J a : c 0 0 X I !a = !y y 2 In • EXISTING STRUCTURE 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.C. FOR TYPE I OR II OR (A 12" O.C. FOR TYPE III - EXISTING STRUCTURE CONT. 4" x .259" ALUM. PLATE OVER WOOD MEMBERS - GLASS OR DOOR THREE 1/4"0 W000 LAG SCREWS W/ 2 -1/4" MIN. EMBED. (B 24" 0.C. MAX EMBED. (TYP.1 1 e 4 1 C 17 I" p IN • ws SEE MIN. SEPARATION FROM GLASS SCHEDULE SEE SEPARATION FROM GLASS SCHEDULE (TABLE 2) °CONT. - 05 CONT. (TYP. TOD S. BOTTOM Hu7 • 1j r 1 -1/2" 1 -1/2" (MAX. DESIGN LOAD s 72 PSF) EXISTING STRUCTURE - FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 4' - FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' — EXISTING STRUCTURE - SIDE CLOSURE REQ'D. (SEE PLAN VIEW) O BUILD -OUT MOUNT SECTION D SCALE : 3" = 1' -0" WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL I I �l r ,.- STUCCO FINISH OR _ r - ��' 1,1 i I ' PLYWOOD SOFFIT G O SOFFIT CONNECTION DETAIL SCALE : 3" = V -0" - #14 SMS BETWEEN TRUSSES @ 12" 0.C. 0 ,-1/4 -20 MACHINE BOLT & NUT @ 6 O.C. 1/4" MAX. 7/4 -20 MACHINE BOLT & WINGNUT ((11 6" 0.C. FOR TYPE I OR II OR 12" O.C. FOR TYPE 11I - 1/4 -20 MACHINE BOLT L NUT (B 6" O.C. N : n• 2 1-i Z J J W • Zi < 1 o. Q 2 1/4" MAX. APPROVE) AS COMPLYING WITH THE SOUTH FLORID U:LD ING CODE DATIF 3/ 197 BY PRODUCT CONRROL DIVSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Y - 19 t9 b - 02 z 0 Z N ; Q !- 2 O oo O a 03 • co ¢ Q Z � n 2 = U � > W z N z II a 3 0 0 Q z 0 ..0 C I�_ ' O I ; N ' e ,mI. J c eimmoommisni 1 NEER VJ. KNE PROFESSION • FL Li .ns. No: PE 0. 09 =3 1998 Iscote Ii drawn Dye AS pump II MC design by 'checked by vm I Nun drawing no. 98 -173 2 o 6 I Not valid unless embossed wit l�r's Seat. yy . " M -fi.: A BOUNDARY SURVEY I hereby certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Board of La . veyors in chapter 61G17 -6 F Ida Ad. rnistrative Co. .ursuant to ction .027. Fla. Sta Jd There are no encr..chments, o Paps, easements ap aring on th Iat, other than as o n hereto. 4 tN4 N ST QV t" fLE.S I vi Fr\ 03 1 LANNES and GARCIA, INC. ENGINEERS - LAND SURVEYORS - LAND PLANNERS Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156 (305) 666 -7909 (305)523 -8663 This prop ,des ed as: The East 10 feet of Lot 22 and all Lot 23, Block 2, GOLDEN GATE PARK ADDITION', according to the Plat th ereof, as recorded in Plat Book 6, Page 130 of'the Public Records of Dade County, Florida. !v 0.00' 110- OcD• u 20 PROPERTY OF:. McIntire, Carolee, GE c-. Ft? 0. 15' X • of (, 0 r Se (w Y co , /^�'s o C.va -t . ' f7) e . tJ eA' red ij ,°roc/ CiV,)6'j p la,7z fed • ' �rii 7 Note: Underground en roachments /and utilities, if any, not located. Fence ownership by visual means only, legal ownership not determined. FLOOD ZONE: X FLOOD INFORMATION: Community No.: 120652 Panel No.: 93 Suffix: J Date of F.I.R.M.: 3 -2 -94 Base Elevation: Not Available Certified To: Rapid Title Services Company, Attorneys' Title Insurance Fund, Inc., McIntire, Carolee and Sterling Bank, FSB, its successors and /or assigns. Li, Li i /,,t94, G,� UeaUG7' /C �✓= orJ mac ° -f,/ //, 71C�p 4 zz'40 Cy aJ // el / D6 j$ 0 Geer/a.— Line.' . ' r: clear co Nt) 867 N.E. 91st Terrace, Miami Shores 4 Florida 4 . Y . 9 4 4 ,,, 79 IA . / 2 (°. Not valid unless embossed wit l�r's Seat. yy . " M -fi.: A BOUNDARY SURVEY I hereby certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Board of La . veyors in chapter 61G17 -6 F Ida Ad. rnistrative Co. .ursuant to ction .027. Fla. Sta Jd There are no encr..chments, o Paps, easements ap aring on th Iat, other than as o n hereto. 4 tN4 N ST QV t" fLE.S I vi Fr\ 03 1 LANNES and GARCIA, INC. ENGINEERS - LAND SURVEYORS - LAND PLANNERS Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156 (305) 666 -7909 (305)523 -8663 This prop ,des ed as: The East 10 feet of Lot 22 and all Lot 23, Block 2, GOLDEN GATE PARK ADDITION', according to the Plat th ereof, as recorded in Plat Book 6, Page 130 of'the Public Records of Dade County, Florida. !v 0.00' 110- OcD• u 20 PROPERTY OF:. McIntire, Carolee, GE c-. Ft? 0. 15' X • of (, 0 r Se (w Y co , /^�'s o C.va -t . ' f7) e . tJ eA' red ij ,°roc/ CiV,)6'j p la,7z fed • ' �rii 7 Note: Underground en roachments /and utilities, if any, not located. Fence ownership by visual means only, legal ownership not determined. FLOOD ZONE: X FLOOD INFORMATION: Community No.: 120652 Panel No.: 93 Suffix: J Date of F.I.R.M.: 3 -2 -94 Base Elevation: Not Available Certified To: Rapid Title Services Company, Attorneys' Title Insurance Fund, Inc., McIntire, Carolee and Sterling Bank, FSB, its successors and /or assigns. Li, Li i /,,t94, G,� UeaUG7' /C �✓= orJ mac ° -f,/ //, 71C�p 4 zz'40 Cy aJ // el / D6 j$ 0 Geer/a.— Line.' . ' r: clear co Nt) 867 N.E. 91st Terrace, Miami Shores 4 Florida 4 5 f 2 oIJGH p ly ■ _cal: rzM hoN =5KW �X�hTItJG_.Pct7z lab►i — 4 -e �2�i .44 TYI.Q� � •� 4 1 e *4-19 12. =c `' �l K. �- r(rtvg.)O1 2 5wuT rxida C 1i) /� 0 O 0 d) 9 U1 z z 0 Q 11 z w APPROVED BY DATE ZONING STRUCTURAL i ' 4 / 2 i /9 " ELECTRICAL PLUMBING MECHANICAL ROOFING BLDG. OFFICIAL / a'b ' ' 4 �r SUBJECT TO CC;i1P UPS :CE WITH ALL FEDERAL STATE i3 CDJ 4'TY RULES err REGL; KT ■CicS. IVIIP.Mi SHORES VILLAGE P: SLIMES NO tES? iv,SII3ILIT!ES FOR ACCURACY OF OR RESULTS 'iRG :;T :ii:SE PU;NS. COM ::PUMICE VT!-0 THE SOUTH FLOWN`,°; EttiLL'iI;■ C:PE AS ADOPTED BY mw; S1?fi`3::.: JI?.UP.L;E IS REQUIRED. T "L ARCiitTEC;, :i iiIS..R & SUB CO!'41 i,DTi:ri :; ARE ? :GEL) WITH TIE KNO LEC;;E ') ALL BUILDING °;rLit''•Ui:T:�.6'ti. E?N`R Oil it`.1T SPECIFICALLY l:eDlCA F.0 .-I:. , . I.. MIAMI SHORES IMLAG FASTENER SPACING (INCHES) ANCHOR SCHEDULE SPANS REQUIRED FOR VARIOUS DESIGN LOADS AND 3antpnais DNIISIX3 ANCHOR TYPE LOAD (W) PSF MAX. 314V EDGE DISTANCE MAX. SPAN EV-5" MAX. SPAN 11-4" MAX. SPAN CONNECTION TYPE 1 23 4 5 CONNECTION TYPE 1 2 3 4 ;5 CONNECTION TYPE 1 213 415 3PNUI000M 1 FIN. 48 12 1212 1212 121 9 9 110.12 12 5 1 7 7 : 9 47 ; 1 SRE ri PENVIRATtc: (SHEAR PARALLEL To GRANO 62 12 • 12 ;12 12 12 12 1 5 7 89 ; • I 12 3 ; 5 . 6 ; 7 72 12 12k0 1112 1214 6 I 6 ; 8 12 ;:: 4 516 92 12 7 1 8 9T10 12 3 4 ; 5 : 6 12 : 4 ; 4 . I 5 200 .[ 12 :1 4 4 ; 5 12 ;7 4 I 4 1 5 ,..) . 12 ......;, 4 4 1 5 PIN. 48 12 12112 121 12 121 9 : 7 1 10 12 5 i 5 7 ; 9 1 _ i 1 . t.___IIMMIE 62 12 12; 9 12 ! 12 1215 5 1 8 9 12 3 1 4 6 1 7 v4 wOoD LAG SCREw wi .1-3/4- pENETRATIoN (SHEAR PERPENDICULAFt TO GRAIN) 72 12 12 ; 8 111 12 12; 4 5 1 6 ; 8 12 :: 3 5 I 6 92 4 12 716 9 i 10 12 1 3 ' 3 1 5 . 6 12 3 4 ! 5 200 12 : '; 1 3 4 1 5 12 1" .X;:zi 3 1 4 5 12 * 3 4 5 FASTENER SPACING (INCHES) ANCHOR SCHEDULE • LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN w 0 IX Z D P I- v D u R cc w I- .1) ANCHOR TYPE LOAD (W) PSF MAX. 2 EDGE DISTANCE 3' EDGE DISTANCE 5'-0" MAX. SPAN EV-5" MAX. SPAN 11-4" 5'-0• MAX. SPAN MAX. SPAN 8'-5" MAX. SPAN 1V-4 MAX. SPAN CONNECTION TYPE 1 1 2 ! 3 4 ; 5 CONNECTION TYPE ; . 1 1 2 ' 3 4 ' S CONNECTION CONNECTION TYPE TYPE i ; 1 2 1 3 4 5 1 2 • 3 ; 4 1 5 CONNECTION TYPE 1 2 3 . 4 S CONNECTION TYPE ; • , . 112 34 5 Y g - a 22 w p su CI o 0 0 -I - a 0 x CONNECTION TYPE I I ; 112 34;5 I 48 12' 12 ' 11 6 : 8 12 1 4 ; 6 3 : 5 10 E•, 4 - ; ; ;;; ; ;; 1 :1 3 12;12'12! 7 ; 11 12 5 10; 4 6 12 /1 7 1 1 3 ; 4 )rt ill D 62 12 9 8 416 10 11/ 4-, ( in' 4 E1;.,1 3 ::::;::' 3 12.11.12; 6 8 12 3 73 5 10 0. " , ...1 3 1/4'41 RAWL CALK 7 2 12 5 1 7 4 ! 5 9 e;, 4 3 6 : 3 . .!;1 . - • 12 : 7 11. 5 : 7 11 . :7 ' . : ::. , 6 . 3 4 8 //,;%,- ! ''' ',:1 3 W/ 7/8 EMBEDMENT & I/4-20 S1DEwALK BOLT 0/4 HEAD/ 92 12 3.5 3 .4 Erm3rAil EMBrAgg 10; 3 6 3 ' 3 Dam " 12 i3 ;5 EIREMEN.E. 7 ::: 1: 12 12 . 6 1 7 Eff EMMEN 11 3 3 7 3 4 FAMOUS EMMA 8 r ...,..:5.:..,:.:i 3 6 /.• ; 4 i•;;;;!;; • :'...., 5 :;. ! 3 200 EISINEFI, 12 12 ; 10 5 1 6 1231514 48 62 12 6 ; 8 4 5 8 <:!. 4 3 5 : ,.:1'1 : ?: 3 ::::: 12 7 9 ' 4 5 9 ;',A S :::%::,. 3 insummossEnt ICEVIDErmt" 5 '''• 1 3 /!::.;. ,-- ..-.RAWL ZANACILUL wi utirION. mammon 72 11 417 3 4 111=1313= 5 i...;:-; 3 :; 12 ' 4 8 ; 4 ; 4 92 9 :, • 5 .-,. •t 3 5 FAireACINI•... 10 i:: 6 1 3 1 3 200 4 " ;,..: • -:,'. 4 1. ::1 '. 4 '.: 5 : -: • 3 ' - 7TMECEN€34 1/4'0 ELE0 FEmALE - PAHELNATE wil-i/4 MIN. EMBED. & 1/4 SIDEWALK BoLT 48 12 12 1 12 8 10 12 4 7 5 6 11'; -. .1 5 3 . 4 12 12 12 ' 8 .10 12 4 8 5 6 12.; 6 : 3 4 62 12 10 9 6 7 12 5:; 5 3 4 9 :".1.1 4 1.4 3 12 11 11 6 . 8 12 :::.;?,,, 6 4 4 9 1; : 5 3 3 72 12 6 8 5 6 10 r 5 3 4 7 3 F...! 12 6 9 5 6 10 5 3 1 4 8 :,;;;;;;: 4 : i 3 92 12 3 ' 6 4 : 5 8433 6 :' 3 12 3 7 I 4 1 5 8 :;;: 4 • I . ;:5 . ..; . . : 3 7 K7, 3 : 0.1 12 : 2 ' 200 6 3 2 : .1.: 7., "!;;-%,„:, 6 i•; 3 i; :: 3 t.•/.,•;.:.; 6 : :":; --;; 3 • :: r:',.: 7 : "; . ' :/-;;;;..:-... ., •'• ••./ . ,,:•:/.(/". . .., ;:l ' ;::::: :2 121 3 ://..• • t . ;',.. I, 7 •,;::: ; 3 ',. %.",;-.,:::,-.... caz=affaigm,,, , 1/4". ELCO HALE - pANELmATE - w/ 1 - FE FI N. EBEDMENT 48 12 12 :12 8 10 12 1 4 7 1 5 6 11 1 5 . 3 I 4 12 12 12 8 10 12 • 4 1 8 5 6 12 (;: 6 ; 3 4 62 12 10 9 6 ; 7 12 r; 5 1 3 4 9 ; 4 . :.:;:i.; 3 12 . 11 11 ; 6 ; 8 12 '.:% 6 4 4 9 r t 1, ; %:: ; 5 : 3 . 3 72 12 6 1 8 5 6 10 5 1 3 4 7 : ;;;;;;:l 3 ?"; 12 6 9 5 6 10 ...:.;.::: 5 3 v.,...: . V. 4 ;.- • 3 ..../.,- 92 12 3 : 6 4 : 5 8 (;..A1 3 .1%4: 3 , . .... . 6 : .:.1;? 3 : 12 3 7 : 4 5 8 *.."A 4 ::::.??'- 3 : 7 P %; 6 3 ' 0 . ‘ , 7 *• - "'• 3 '''Of•.' 4 ::.: 1. ;;;';; 200 6 :1. 3 2.. 6 '"3 3 . ;;;•'..';.1 6 '.: 3 •: 7 ./; ... 1111‘1\1111111111111111111111111MI 1/4..0 ITW TAPCON W/ 1 /" MIN. EMBEDMENT 48 12 12 , 7 4 5 8 ,..,■•;- . 4 ;;:;;%::;: 4 36 ".. .;'•;•: - 1 3 ; • 12 12 9 4 5 ,.I .-..-.• 9 1 %;:1 5 ..?:.1;:: 3 62 10 5 : 5 3 3 1 ' 1 ' 1 : 6 1 3 ,, .. .:,.;/. _ - 4 ://,;;:.•;;;.;.; ;,c,/, 11 6 - I z 4 7 1 4 1;.:,..,,, 5 ,,,,,,,:,; 3 :,.•.; :.;.-.,.. 72 9 3 ! 5 i '' ; 3 . 4, 4 , , 57' if 4 , : : '" : ;M: : :%:.f" .; 10 3 6 I 3 . 3 6' 3 " 4 92 T "...".;.; 3 1 • .,1: .•;'. 4 ": ,.,4%,:!;,?.:: 3 : : , .:- . ,1 1 ::M1"..k,.., 8 1 4 ;.p: 3 4 ::‘,4•: 3 '../../:; ,;. .:1.1;',...; ;,;;; ..;.• 200 3 ; ; ; ;r:' " ': ! t 3 . : : P• :". . 4 :,% " . ; ;: ". 3 '''.. 3 -.'..:.:;,:.::":01 3 / / )/ 3 ''.' f. : 121 6 1 8 i 5 1 6 48 12 12 8 4 5 8 I 5 :j 3 6 ; 3 ";• 12 . 12 12 - 5 7 11 3 ; 7 3 4 8 ..."•, 3 E:1' : 3 / S ,.■ . ,,,t 833 62 11 5 1 6 3 4 6 izn 3 .; ..,,'... .‘ 5 :1;51 12 7 9 ' 4 , 5 /..• • 8 :::1,•:"A 5 ".:% 3 .:; 6 i' 4 ,?,:%.4:.? -4 1/4 DYNABOLT SLEEVE ANCHOR EMBED. 72 9 3 1 5 3 1 3 ;- 5' 3 . /;',/.: 7 • : • • ./ •• ..42. • / 4 : :. ,..' 12 4 8 : 3 : 4 . ' ..1 /.. 7 :;•":::1 4 :?•..; 5 12 6 10. 6 I 7 92 7 : ..: : 4 1 :.?, 4 W 3 '' 9 %.. 6 • 3 : 3 : i .!;! ;"i 3 •:.' 5 % 4 8 9 200 3 :*::3::::f - t.%: 3 "•'-.::.::.X;:i.;/. _ • 3 :1:::: 1'. 4 5".%:: 3 :;;; ,!'):, : • , 4 .... 3 ;;• 4 , 3 S,111111‘111111111111111,11111)1111)..- 3/16 ELCO TAPCON 1 MIN. EMBEDMENT 48 12 12 6 3 ; 4 7, 3 i 5 • : . :; .. ;:if.; ; ;? - 14- 12 12 e 4 5 8 : 4 ::- . 3 6 ;!.. 3 V.:. 62 9 4 5 3 3 5 ,....;.:/;. 3 0,,. .'",.. 4 ;;T:;%;';', 10 5 6 . 3 4 - • • - 6 A6 3 :: -2.1 ;•.::: .6.: .'. 4 .., ...';'; (6 / 72 -... 8 :-;;.,: 4 ..-, 3 ENOBEEFriffarAVENNEEMEINWAIVEREMEE. 3 11 '1/.::!, • .:/2 ,...; 4 ■••• ,f..:*•.f:!,,12,1:1 3 rg; :1 .',' ..:',., 3 -: xl•:. ,;,:%, 3 i•..i: 4:. r / , 3 7 . 5 F 3 3 ''" ["/ 5 . 3 :%:. .- 3 ..%::;•: : ' 4 V;;;: / " 1' '; 3 1 A 1 ?! 1: ' 5 92 200 c 48 " V.,::';' .W • %,.;lail:', 2 ,:::1 , ,..1:' ,,•.%),%,...../ 12 .12 12 :12:12 12 9 1 12 • 9 11 12 ; 5 12 . 7 : 8 • ONMEMS. 62 NOMINEINOWNISEMINEEN 12 7 4 ' 5 1/4"0 DYNABOLT SLEEVE ANCHOR EMBED. 12 12 12 121 12 12 5 1 12 7 8 121 915 . 6 ir 1 . 2 SC:EA ROD , • 72 FEEIMEMIENEWAINEWN1 12 :;i 4. 6 ; : 4 ; 1 92 12 , 12 12 ' 10:12 12 4 1 10 6 7 6 4 4 EMIXIMI 12 /„:', 12 "?./::. 6 • 4 4 1/4-20 ITW EPCON EPDXY ANCHOR W/ SS. HACHINE SCREw w/ 2 MIN. EMBED. 92 200 wsitssilang ! ,%:", • -.;.:•,:;, ./.;,.;/;:: mg -!::: 0,: /i,"!::•, riffra AA: .;'), 12 6 12 8.10 12 4 4 Eignialla 12.:.1 • 6 4 4 ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS w o a Z 3 P 1 " f ft 1 5. 1 X a ia I- 0 ANCHOR TYPE LOAD (W) PSF MAX. 2 EDGE DISTANCE 3" EDGE DISTANCE S'-0^ MAX. SPAN 8.-5 MAX. SPAN 11•-4- MAX. SPAN 5•-0" MAX. SPAN 8,-8. MAX. SPAN 11-4- MAX. SPAN CONNECTION TYPE I I 11213 I 45 CONNECTION TYPE 1234 1 3 5 CONNECTION 1 TYPE 23j45 CONNECTION TYPE , i I I 1i2314i5 CONNECTION TYPE 1121314 5 CONNECTION TYPE I I ; 112 34;5 I 1 MIN. 3.000 PSI CONCRETE $4...11 1/4 RAWL CALK WI 7 ./Ir EmBEDmENT & 1/4 SIDEWALK BOLT 0•4•'• HEAD) 48 12 12112 1 12112 12 1011119 12 12 1816;9 12112 12112112 12[12:12111 12 , ; 121611218111 62 12 12112 11 112 12 5187 9 12 6 1 5 1 7 12112 12112112 121 7 1121 8 12 121 4 ;101 6 ; 9 72 12 12112 10112 12 4 1 7 ; 6 8 12d1 5 ; 4 6 12112112112112 121 5 ;121 7 10 121 3 1 9 ; 5 1 7 92 121719 7111 1231514 6 P/.2 1 - 12.7 1219;1219112 I 1213!9 1 5 I 8 1213 !7 ; 41 6 I 200 , r 48 12112112 7 ;10 12 4 ; 8 I 4 6 12 .i 6 3 4 12 :1212! 8 1 ' 11 I 121 5 ;101 5 6 121 3 ; 7 1 4 I 5 62 1 2 1 1 0 1 1 1 5 1 8 12 . • . 1 4 . 6 1 3 4 9 4 1 . 1 , 4 ,. 3 , 12 6 1 8 121 3 1 8 1 4 5 . 1(q 6 3 ' 3 4 0 ::k ' 72 , , 121 6 9 4 1 6 10 : 5 .i 4 r 1 ; 121 7 ; 11 1 5 1 7 12 7 1 3 4 ,„•.% !,-: . 9 5 V::•:..1 3 1,4 w/ i Nei EMIEDNENT /:-..• 3 92 121 3 7 3 5 8 4:541 4 :(4 3 7 4.1 3 12 1 4 1 9 1 4 : 6 9 A 5 1 3 3 7 t::::: 4 ' 200 7 A 3 '',0, 7 ::;,.; 311 jm r 7 :•; : 3 111 .:i5 , rj". 7 . ;";;%il 4 ......;;v:;. 7 i 4 1% 7 1:: 1' 7 J__ * -41 w -111 - pANELmATE W/ i " MIN. EMBED. & 1/4 SIDEWALK BOLT 48 12j12112 8 : 10 12 4 7 . 516 11. 5 1 3 4 12 I12 12 , 8 ,10 12 ; 4 : 8 1 5 6 12 [....;;,[ 6 . 3 4 62 12 110 ; 9 6 7 12 -..:"; 5 , 3 4 9 •••;:j.:1 g. '•<;/:: 3 12 ; 11 11 6 ; 8 12 '/. 6 1 4 4 72 12 6 8 5 6 10 , . 4 . . 4 i ' : ..: 3 92 121 3 6 4 5 8 :%: 3 . .:;: 1! [ ! ;; 1 . 3 6 ./...;;:; 3 ''' ,....,..:,• 12 1 3 ; 7 ; 4 ; 5 k! 3 : :: 7 V :;;;! 1 3 " ;: ' ::1 1 ' ' 200 6 r/A 3 1 2 6 . ,:1; ! .; 3 : 6 .. : 3 1 . 7 1 3 1 > X': 4., 7 1. i 3 • f': 111118M11111111\111111‘111111W- .-:, 1/4 ELco MALE - PANELMATE" W/ 1 mN E IH8COMENT 48 12112 ;12 1 8 i 10 12 4 7 . 5 1 6 11 ;.";;;;: 5 !! 3 , 4 12 112 . 12 8 i10 12 1 4 ; 8 1 5 6 12 i.'"?..?..1 6 ; 3 ; 4 62 121101 9 1 6 ' 7 1 . ; 12 :::::-;:: 5 ' 3 1 4 9 1 V 1 4 / 3 ; 12 1 11 1 11 6 ; 8 12 . p.1 6 1 4 4 9 i.. 5 1 3 1 3 72 121 6 1 8 i 5 1 6 10 :::::;:::. 5 1 3 1 4 ./,‘',: . !;" 1 3 1..; 1 12 ; 6 ; 9 5 ! 6 10 4 5 1 3 4 8 ;'... 4 ::;;;.15 3 92 12 1 3 1 6 4 1 5 i . .7.•.• / S ,.■ . ,,,t 833 6 i 3 / 12: 3 : 7 1 4 ; 5 8443 7 0, 3 j 200 i 632 A! ;../.-;) ;:-.4 'v÷ 6 :-=:::: 3 .-j.:4,' V ' - 6 ..,..;: 3 7 r.'4 3 14 1//r" ..:•., %; A 1 '.1 / V , -.-•%, - .•1 ; - /.:' •-• 7 : / .'•:' "/ • • :,•••••••;: - 't ,, SINAIII1IIIMIIIIIIIIIM1 1/4'0 ITW TAPCON W/ 1 MIN. EMBEDMENT 48 12 11211211012 12 6 10. 6 I 7 12; 3 7 1 4 5 12 112 12; 6 121 7 8 12; 3 : 9 . 5 ; 6 62 12 1 2 ; 12 8 9 12 3 1 7 4 1 5 11 11 /; : 5 3 4 12:12 : 12 9 11 12: 4 9 1 5 6 12 i:::':. - 7 . 4 : 4 72 12 1 8 ; 11 1:8 8 12 :":".•:%1 6 41S 9 IA:: S 1 3 3 12 1 9 :12 1 8 I 9 12! 3 ! 8 1 4 5 b 11 ;;;"1 G.: 6 : 3 ; 4 92 12 ! 4 1 8 ; 5 : 6 10 ! ", 1 3 1 3 8 j.,,•; i 4 :.'; 3 12 ; 5 ; 11 1 6 ; 7 7 1 . 11 V.: ' 6 ' 3 4 ' 9 !•;::::-.:::::': 200 8 ; 4 V%;•1 3 8 :',.,:. 4 ':; 3 C ,.„„' : 8 I/A 6 ' 3 I''' i'' • 95 5 3 : 3 0 9' 5 1 3 3 9!5 5 3 3 . • 48 12 : 1 2 ; 121 1 1 ; 12 12 6 8 618 12 3 6 ; 5 5 12112 ' 12 :12 12 12 ; 8 1121 8 10 121 4. .10 6 7 41 EZZED 62 . ! ' • 12112 111 8 10 ; 12 3 6 5 1 6 12 :: 5 1 3 4 12 112112!11 i 12 121 4 ; 101 6 7 12 7 4 ' 5 1/4"0 DYNABOLT SLEEVE ANCHOR EMBED. 72 ; : . • 12 ; 8 1 9 1 7 ; 9 12 %1'%:3 : 4 , 5 10t' 41 ! 3 12 1101 121 9 : 11 12 : 3 1 9 1 5 6 1 12 :;i 4. 6 ; : 4 ; 1 92 12 1 8 ; 7 i 5 : 7 11 ::;1 4 3 1 4 9 V./.!. 3 (..;%! 3 121 6 1 121 7 ; 8 ,,, , 121%1; ' 7 1 4 5 11. %; 5 3 4 200 9 9 ..%:%;!?: 3 ; 3 9' 3 /1 3 11 FA 5 ' 3 4 11 ; 1 5 1 3 4 11 5 . 3 • 4 48 12 ; 1 2 ! 12 1 1 2 12 12 9 ; 10 • 9 1 11 12; S 8 ; 7 8 1 2 1 1 2 1 12112112 12 1 1 . 12;12 12 12 ; 6 112 : 9 ; 10 62 1211212 1 12112 12 5 8 : 7 1 9 121 3 6 1 5 6 12 112 ; 12 : 12 ; 12 12 ; 6 ; 121 9 1 11 121 4 110 1 7 8 1/4'6 RAWL DROP & I3/4"0 MEAD) W/ 1 MIN. EmBEDHENT 72 12112 121 11 12 12 4 ! 7 . 617 12 ;;;:.;.1 5 1 4 ' 5 12 ;12112112 : 12 121 5 1 11 1 8 1 9 • 121 3 ; 8 ; 6 ' 7 92 i i 1 200 12 ..0 4 ; 4 1 5 12 f•:' ..%.*; 4 4 1 5 12 4 : ; 4 5 12 . i ; - 4 7 : 5 i 6 12 01 7 1 5 i 6 A 12 [;1.: 7 ; 5 ; 6 i lummononw-- 3/16 ELCO TApCON 1-3/e- FIN. EMBEDMENT 48 . 1212 8 1 5 6 10 3 5 3 ; 3 i .0: 7 ' ; 3 12 1121 11 6 7 11 3 1 6 1 3 j 4 8 .1 (; * .; 4 62 ' 12; 6 1 6 i 4 ; 5 -....•:•:- :2f. x 7 .:„!,;;.;.! 4 /,•-•:, z ,.; 5 .••,:: 3 ;&,:"."., 121 7 : 845 8 -- rA 5 V.:;1 3 72 11 ; 4 1 5 1 3 1 4 6 !%,;•:. 3 .%. 5 V /.; 61:::• 121 4 ; 7 1 4 1 4 7 74: 1 i 4 X-. ......1. • •... 5 r:-.:..; 3 ..•/.... • ,,,,, 92 8 A 4- 'V'1 3 / • -, ..1.4••••,%;,: 5 : .•''; 7 r F :"", ''' ' •. 4 mk,..v,wioM 5 i 3 3 5 k"i 3 ,, / 200 . , 4 i ,,,W /,..,;::.; 4'r 4 !•. 4 !.:" 4 " -.:.. . . 4---r ': • :';?;? ANCHOR NOTES: 1. SPANS 1. LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. PAGE S. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN. 4. REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. MINIMUM EMBEDMENT AND EDGE !INSTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STIJO fRAKING. FASTENER SMALL OE LOCATED IN CENTER OP NOMINAL 2 4 (MIN.) W000 STUD. wOoD SHALL BE SOUTHERN PINE G • 0.55 OR BETTER DENSITY. 7. ANCHORS SHALL BE tNSTALLED IN ACCORDANCE WITH mANUFACTIJRER'S RECOMMENDATIONS WITH MIN. EMBEDMENT INDICATED ABOVE. 8. f/4-20 TRUSS MEAD BOLTS May BE USED IN LIEU OF 1/4.-20 SIDEWALK BOLTS. 9. DESIGNATES ANCHOR CONDITIONS. WHICH ARE NOT ACCEPTABLE uses. 10. EXISTING STRUCTURE MAY BC CONCRETE. HOLLOW BLOCK. OR W000 FRAMING. WHERE EXISTING STRUCTURE 5 SHOWN AS CONCRETE. IT is FOR PRESENTATION ONLY. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. REQUIRED FOR DIRECT MOUNT 0 6" OR 12 SPACING ONLY. SPACING NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATrt ez 4,1112 4 19_ BY PRODUCT CONTROL DIV:S.0N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NC. 'a �o6-t'2. rm • ( • , VJ. K i :PROFEs EER ; FLLCnS No: ; PE 3 shoot 6 of 6 07/21/98i !Lc.I. drown by ! As NOTED 'Resign bY ;checked 6)1 VJK VJKJ Or owing no. 1 MCI 98-173 lice 4? Mc- Ming-6 PLO A) 6 q( z-