The URL can be used to link to this page

RC-06-237Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -41683 Permit Number: RF -2-07 -397 Inspection Date: 05/16/2007 Inspector: Grande, Claudio Owner: MATEO, RAYMOND Job Address: 1140 100 Street NE Miami Shores Village, FL Project: <NONE> Contractor: CERTIFIED ROOFING INC Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132050190430 Lot: Phone: 863 - 696 -0646 Building Department Comments NEW ROOF FOR ADDITION ONLY COLOR THRU TILE MAY 17 200/ ,o Passed I r Inspector Comments � ,� 0J � I Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, May 15, 2007 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 71 7-„EHEWMI FER 2 8 200 BY: ley_ 01 -Thg1 BTILDING O0t10L_ Permit No.- PERMIT APPLICATION I fit - Master Permit No. '. 06 -23'7 FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) t! ` t e, ° . 0 Phone # 3 ©f ? q Y °°- Owner's Address //2 % O 7 SI City" i adv. 5 dlczo f State Fbf Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village County Miami -Dade FOLIO / PARCEL Zip Phone # / 40 1)6- /m a r Zip -3 /J' ?' • Is Building Historically Designated YES NO Contractor's Company Name (0 ^ Q , Kf Phone # D� (P' (6°� Contractor's <• ddress City State �� , Zip !3 J re / C; Qualifier Name �!j Phone # State Certificate or Registration No. C e « 9 Architect/Engineer's Name (if applicable) Certificate of Competency No. Phone # Value of Work For this Permit $ 474.4 Square / Linear Footage Of Work: /2 t9e Type of Work: ['Addition Describe Work: F ❑Alteration i"INew '► �` ` o %(J - l 6 (✓ ❑ Repair/Replace ❑ Demolition Submittal Fee $ Permit Fee $ �li ^,r.. CCF $ 4-S/0 COQ /CC Notary $ Training/Education Fee $ Technology Fee $ • b7 Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 294 'Z See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City _ State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address I City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that:no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which . seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection l not be appro 'ed a reinspection fee will be charged. Signature Own Contractor The foregoing instrument w edged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. As identification . ! . i_ I.41id take an oath. NOT Sign: Print: IC• REBECCA PRIESTES Notary Public, State of Florida My comm. expires Feb 20, HO Comm. No. DD 2784 = o My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) e NO ifSECOA PRIESTES Notary Public, State ebof2 lorida • y's My comm.7843` 'Sign Print: My Commis Expires: 7 Plans Examiner Engineer Zoning • • • ••• • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • • • .•••... .... High Velocity Hurricane Zone Uniform Roofing Pkrf 34ppliCati0n•Fbltn MIAMI -DADE COUNTY BUILDING DEPARTMENT ELEOTrOIC AP.PLICA71OP •.• • • • INSTRUCTION PAGE ••••• :MEEK • COMPLETE THE NECESSARY SECTIONS OF THE UNIFORMII"Rb&FTNG r -, rFaI 2 8 2001 APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BEL ` Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A, B, C 1,2,3,4,5,6,7 Prescriptive BUR RAS 150 A, B,C 4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5,6,7 Concrete or Clay Tile A, B, D, E 1,2,3,4,5,6,7 Metal Roofs A, B, D 1,2,3,4,5,6,7 Wood Shingles and Shakes A, B, D 1,2,4,5,6,7 Other. As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED 1. Fire Directory Listing Page 2. From the Miami -Dade County Notice of Acce NOA Cover Sheet NOA Specific System Description NOA Specific System Limitations NOA General Limitations Iw Applicable Detail Drawings 1.100.11060.0 MMMMM .10 MMMMMM 61/1340110410m1IUNICE MAAI „ STATEANDCOUNTY RUMS AND REGULATIONS 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Appendix " F" Form) Re- roofing or Repairs Only 7. Any Required Roof Testing /Calculation Documentation Any other additional data reasonably required by the Building Official to determine the integrity of the roofing system. Page 1 4� MUMMMUMR %nOMMEMMOMMIU MUMMUMMiEMMOMMilOMiMIUMMUMMOMlMMOMMMMMMMMM MMMmM .M ■...........I�........lit NWINWOMMI ....ii..MOMMIMMUMM......UMM UMEMMMMUMOMMINU MOMMIR MMiOlNiSI MiiE1 MINOMMINIMMIMMOMMUnna MEMMMMMMmMMMMMMIR -."� ..�■ MMMMMMMMM.M.MmaMMMa m MaamuMM aaMuuu .�1M.MMMMMMM a. MM //� mIMMMMMMIUMMM.MmSMMMMaM ■......N.M.a.MMummu MM.. Mai mumm■'�.MMNMaaMMMMaMMMMMMMMMMM ■...U....r...MAMMOOMMUMM... NP IUl � ..............n........ MM.MMaai ■uauNa.MMOMMOMM.MMa 1111 M MANMM■i■MMMMMMMMMMMM.MMMMMMMMMM MMMMMMMMMMMMMM•I MMERSsi.. OMM OMM../i........./..M.....R....I MM.MMMMm. ■MMMM1lMMMMMMONMOUTAMMOMMW r) W 1 .. ................M MMMaa.MMas.MMaM u.....MMEnTnI......II /% AMME../..........MII MMMMMMMMMMMMMMMMaMMM► OMMMM►`\M■MUMI%l!Ils •MMMMMMMMMMMMU■MMMMM WOM Ma.IMMMamauMuMMINWMMMMUR►IMI.MI WMMMMMM.MMMUUMMMMa.MNMI ■.. a.■ Mama uaMaall. M/ AMa■ MMMMMMW \MMMMEMMMMMNMMMMMMMMMMMMMUMUM MMMSMMMMMR■IMMal lWA IR■ M■■ MENM .I<OMM.MMMM■MMMMMmMMMMMMMMMMMMM MM .MMMMMM.•MMMall.MMMMM■MMaauaumM MM M.MMMNN.NM.MUMNMMMMaaM.M ... MMOMMMO MMM MMM. t. MOaa... aa. M ..Ma►MaM..aa.M.aMa.a..aaM.aa.O ■ MMMMMMMMMMMMMI mMl!• mm umm 111fiwomIl lr..Maaa.Ma.M.MaM....Ma Mae ■ ..M.MmamMMMMMreammumm MMMMmm.MMM.MM.M..MnummMMMMM omm MMamMMMaaMMMMMMNMMMaMM■ Mama ■MM.MMMmMMMM.MMMMMMMMMMMMMMM ■IM ■a M■ MMMMS.MMMMMMMMMMMMMRUUMMMMMMMM■ UMMUMaMIUUMMMaaaaaMa. ■ .MMMMMaaMMaMMMOMOMM■MMMMMMMMOM MOMM MMOMMaMMMMMMMMMaaMMMM. ■ MMaMMUMMMMa MMMMMMM■ IM■ MMMMMMMMMMMaMMMMMMMMaMMMMMNaMMMIU MMM M■ MMmMMMMMMM. MMMMMMMaMNMMNMMMa ■MMaMMMMMMMEMMMMMMMMMNMMMNMMM ■ MMMMM. MMMMMMMMMMMMMMMMMMMMMMMMMMMMNMMMaMMMMMMNNMMMMM mum MMMMMMmm mmmmmmmmmmMMMMMmmmmmmmmMMMM MN MM ■mmmmm .MaaaMMM m mumu MaaM■ MMMMaMMMMMMMM. M. M .......�..m..CM.M...M..MM....MM immu Mmumm M ■MMMMMM.MMMMMM .a......m.am..M..M....M.M.■ a■ MMMmMMMMMMMOMMMMMMMMMMMMMCMMaMC MMm MMMMNMMaaMMMMMM.MMM MMMM. M. NMMMMMMa.■ MMMMMOMME MMMM ■MMMMEMMMCMNMMMMMMMOMMNINEMUM ■ MMMMMMMMMMMaaMMMMMMMMMMMMM a■MMMMI MMMMMMMMMMMMMMMI MMMM.MM NU MMMM. MMMMMMMMaMMMMMMMMMMMMMM .MaMMMOaMR.MMNMMMMMMMM■EMMOR • • ••• •• •• • • • •••• • ••• •• • • • High Velocity Hurricane Zone Uniform Roofing Permit gppDcaiian Vorm MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION •• • • ■ • ••• • • Section A (General Informatio ij: • : • • • • ••• ' • • • ••• • Process No. • : • • • • • • • Master Permit No. • • • • • • • Contractor's Name: Job Address: _ • • • • • • •' •• • • • • • ••' • • • �• •• Roof Category Ir Low Slope r Mechanically Fastened Tile ortar /Adhesive Set Tile r Asphaltic Shingles r Metal PaneUShingles r Wood Shingles/Shakes r Prescriptive BUR -RAS 150 tr Other: Roof Type New Roof r Re- Roofing r Recovering Are there Gas Vent Stacks located on the roof? r Yes Low slope roof area (ft's 1.._ ......::.:............. r Repair r Maintenance If yes, what type? f Natural r LPGX Roof System Information Steep Sloped area (ft.2) L/ 0'. _.... Total (ft.') I .. / 261a Section B Roof Plan Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (al:17 Comer Size (a' x e'): r Page 2 • • ••• • • • ••• 1 00 •• • • • •• •• • • • • • • • • • • • I li -risme Ii■Nrsmaya•11".."1P.."111 • [ High Velocity HurricaneiZone.O.niefciA RooWni Permit Application Form MIAMI-DADE COUNTY I3UILDING DEPARTMENT ELECTRONIC APPLICATION VP' • • • • • • • • • • • • • • • • • • SeCtion13 (SteiA Sloped FroofSystem) ^. -• -; 19" : Root System Manufactei reer •,,, , • 4 /11 eV lir- /7 tie ." W • •• • 1 •‘• ,,.. ,,Ak•• Notice of Acceptance Number 10, ,0,y 05.0 ti Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): . P 1: ,,,...1-2i7 P 2: I /1,47.,, 3: li, li-,:. Maximum Design Wind Pressures, (From the PCA Specific system): 1.77777777 Roof Slope: I7/12" Roof Mean Height Sloped System Description Ridge Ventilation:1 c. Method of Tile Attachment IN/A, /rep-A.7 Alternate Tile Attachment Method: Clip Spacing for Metal Roof Panels Field: _ET: j Perimeters: II Comers: Perimeter Width: Page 4 Deck Type:15/8" Plywood Altamate Deck Type: 1 /91 W.47.t141/01#5;/19— Underlayment type: I 30 r9s`.° ,71in 2_241-00e4F Insulation/Fs. ire Barrier BOard:"" Optional Nailabki Substrate: , . 17.4/ Fasteners: eet/Wvaki-0 c 174#54 Sheet /Adhesive Type: I44 4'.-101!efe if,1701-.7 7)A/: Roof Covering: Roof Covering Attachment Method: Drip Edge Size & Gauge. 2" face 26 ga. Drip Edge Material Type: 1Galvinized Meted j Drip Edge Fastener Type: 1-41/2711-4/..„ Hook Strip/Cleat ga. or weight: IN/A • • ••• • • • ... High Velocity HurricaneZortei'hifdrn; Roofing Permit Application Form MIAMI - DADECOUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION • • • • .. . . • • • • .. .. . : • I 1 411. M I� Q•"fL/C • • •• •• • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • PRODUCT CONTROL DIVISION • • • ..• .•. • • BUILDING CODE COMPLIANCE OFI+'ICt (BC?(3) NOTICE OF ACCEPTANCE (NO Hanson Roof Tile d.b.a. Pioneer Corfcretd Jiile. • • • • • • 858 S. Military Trail Deerfield Beach, FL 33442 .. ••• •• •• • • • • • ••• •• MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Regal/Spanish f°S" II Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, the expiration date may be displayed in advertising literature. If any �'' and followed hen it s by be done in its entirety. g Y portion of the NOA is displayed, then it shall INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 06- 0905.04 Expiration Date: 10/19/11 Approval Date: 10/19/06 Page 1 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ROOFING ASSEMBLY A ;Rdy.I' Category: Sub Category: Material: 1. SCOPE • • • • ••• • Roofi!rg "' • • • Roofing Tiles • •• • ••• • ••• • • • • • • • ••• ••• • • Concrete • • • • •• ••• •• • . • • • • •• • • • • • ••• •• This renews a roofing system using Hanson Regal/Spanish 'S' II Concrete Roof Tile, as manufactured by Hanson Roof Tile d.b.a.Pioneer Concrete Tile in the Sanderson Florida Factory in Sanderson, FL. and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson Regal / Spanish "S" II Tile Trim Pieces Dim ensions Length: 1714" Width: 131/4" 1/a" thick Length: varies Width: varies Test Product Specifications Description High profile concrete roof tile for TAS 112 direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces TAS 112 for use at hips, rakes, ridges and valley terminations. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Product Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteTM") Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #1140 ") Roof Tile Mortar ("BONSAL® Roof Tile Mortar Mix ") Dimensions Min. 10dx 3" #8x 2V" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A Test Specifications TAS 114 Appendix E TAS 114 Appendix E TAS 123 TAS 123 TAS 123 Product Description Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Manufacturer Generic (With current NOA) Generic (With current NOA) Bermuda Roof Company, Inc. (with (With current NOA) Quikrete Construction Products (With current NOA) W. R. Bonsai Co. (With current NOA) NOA No.: 06- 0905.04 Expiration Date: 10/19/11 Approval Date: 10 /19/06 Page 2 of 7 Roof Tile Adhesive ( "Polypro® AH160 ") Roof Tile Adhesive TileBond Hurricane Clip & Fasteners • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • N /A'. .•• Sig NW* • • • • • • • • •• • ••• Factory premixed. • canisters • Clips • • Min. Y2" width Min. 0.060" thick Clip Fasteners Min. 8d x 11 /a" • • . • • • • • • .•• • • •SeaN ©A .•••.•. • •• • • • • • •• • Two - component .•. • po xurejane adhesive ddsignnd for adhesive set rodf tire applications. Single component pelytnethane foam roof tile ; adhes ve • • • TAS 114 2.2 SUBMITTED EVIDENCE Test- Anencv • IBA Consultants, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Appendix E Test Identifier 2381 -218 7161 -03 Appendix III Letter Dated Aug. 1, 1994 P09647 -01 P0402 94-083 94-084 25- 7094(3, 6 & 9) 25- 7120 -(1 & 2) 25- 7183 -(3 & 4) 25- 7214 -(3, 4, &7) • ••• •• Corrosion resistant clips with corrosion resistant nails. Test Name/Reuort TAS -112 Static Uplift Testing TAS 102 & 102(A) Polyfoam Products, Inc. (With current NOA) Flexible Products (With current NOA) Generic (With current NOA) Date 08/05/06 Dec. 1991 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Static Uplift Testing April 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing Oct. 1994 TAS 102 Static Uplift Testing Nov. 1994 TAS 102 Static Uplift Testing Feb. 1995 TAS 102 Static Uplift Testing March, 1995 TAS 102 NOA No.: 06- 0905.04 Expiration Date: 10/19/11 Approval Date: 10/19/06 Page 3 of 7 • • •• • • • • • • • • • • • ••. • • • .•• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••. • • • • .. • The Center for Applied 25- 7804 -4 Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services • • • • •• • • • • • • • • • 320111 -r3• • • 'S201•AI.2 :1 ••. • • •• • • • Walker Engineering, Inc. Calculations 3. LIMITATIONS . Static Uplift Testing Sep. 1996 • • • e • • ..:TAS 102 • •. • • • •' • • • Stdttic Uplift Testing Dec. 1998 TAS 101 .• S tatic Uplift Testing March 1999 • TAS101 Aerodynamic Multiplier March 1999 .. ••• • • • • • •. • ••. .•. 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson Regal/Spanish `S' II Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 06- 0905.04 Expiration Date: 10/19/11 Approval Date: 10 /19/06 Page 4of7 • $ Tile Profile Pioneer Regal/Spanish `S' 11 • • ••• •• •• • • • • • • • • • • • • • ••• • • • ••• • • • • ••• • • • • Table 1 •. %vefa • e l�lh1, bt OYdigh • • Jeogth-I (ft.) • 011.0 ••• • •• •• • • • • • • • • • • • • • ••• and blioensions I x w '1.425 Width -w (ft.) 1.108 Pioneer Re aVS •• • • • •• ••• •• • Table'2::Aer4d id Multi hers - X ft3 The " : Batten App icatlon Direct (ft3) Profile Deck Application 0.287 apish `S' 11 Tile Profile Pioneer RegaVSpanis h`S'II 0.311 Table 3: Restoring Moments due to Gravity 3": 12" 4 ":12" 5 ":12" Batten Direct s Deck 7.77 8.34 Battens 1 Direct Deck 7.65 8.20 Battens Direct Deck 7.49 8.03 - M(ft Ibf) 6 ":12" Batten s Direct Deck 7.30 7.83 7 ": 12" or greater Batten Direct s Deck 7.10 7.61 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Nall -On Systems Tile Profile Fastener Type Hanson RegaVSpanish 2 -10d Ring Shank Nails `S' Il 1 Installation with 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 . #8 Screw Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens 28.6 5.1 41.2 6.8 19.4 6.9 2 . #8 Screws 20.7 9.2 20.7 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 43.2 43.2 23.1 29.3 27.6 23.1 29.3 27.6 38.1 2 -10d Ring Shank Nails' 33.1 a 4° tile headlap and fastemers are located a min. of 2W from head of tile. 38.1 2.8 7.3 18.1 29.8 19.0 24.0 38.6 41.8 48.1 45.2 NOA No.: 06-0905.04 Expiration Date: 10/19/11 Approval Date: 10/19/06 Page 5 of 7 • • •• •• • • • • • • • • • ••• • • . • ••• • • • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• •• • Table 5: AttacDrgent ftesisanc$Ekptei4seb as a Moment MI (ft Ibf) Fer Two P: r drIPiesive$et stems Tile Application Tile Profile Hanson Regal/Spanish 'S' 11 • • . • ••• • • • • • ••• • • • Adhesive• • 2 See manufactures component apptdval f& installaaowi requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Minimum Attachment Resistance 29.33 Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Sin . le Pa Adhesive Set stems Tile Application Tile Profile Hanson Regal/Spanish 'S' 11 Polyfoam PoIyProTM 4 Large paddy placement of 83grams of PolyProTM. 5 Medium paddy placement of 24grams of PolyProTM. Polyfoam PolyProTM Minimum Attachment Resistance 66.54 38.75 Table 5B: Attachment Resistance Expressed as a Moment - Rif (ft-Ibf) For Mortar Set Systems Tile Attachment Application Resistance Mortar Set 24.5 Tile Profile Hason RegaUSpanish 'S' 11 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". HNSON REGAL/SPANISH "S" H ROOF TILE IDENTIFICATION MARK (LOCATED UNDERNEATH TILE) 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 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0905.04 Expiration Date: 10/19/11 Approval Date: 10/19/06 Page 6 of 7 • • ••• • • • ••• •• •• • • • • •.•.. • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • . PROW .F. PR j�NG•S, • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • •• • • • •. ••• •. • REGAL AKA SPANISH "S" II HANSON REGAL/SPANISH `S' H CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 06- 0905.04 Expiration Date: 10/19/11 Approval Date: 10 /19/06 Page 7 of 7 • • ••• • • •.••• • Sea. 12. 28 15 t11 i ••••3 • :•.•: s • Q5AM PCLVG- L h ;? €fan, :PA: • • ••• • • •• • ••• M1AMI ADE • • • • • •• • • • • • • • • • BUILDING CORE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL, DIWSIDN • • ••••• • • • • • • • • • ••• • • • • • • • • • NOTICE OF ACCEPTANCE CF � I\ • Polyglass USA. Inc. iSO Lyon Drive Fernley, NV 89408 • • • •.• • • • • • • • • No 88 -t? P. 2/7 • ••• •• • • • • • : • • ': • • MIAMI -BADE COUNTY, TLCRILIA METRO -DADE FLAG(.E1t BU1LDP O ••• • • 140 WEST FLAMER STREET, SUITE 1603 • • VI.IAMI, FLORIDA 333 130 -1563 • • (305) 375 -3901 FAX (305) 375 -2908 • • •. • •• • • SCOPE; This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board ,of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration dare stated below. The Miami -Dade County Product Control Divisions (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform In the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of .such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code, this product is approved as described herein, and has been designed to comply Code, including the High Velocity Hurricane Zone of the Florida Building od with ti�a i "►orida Building DESCRIPTION: RaI stick P �, Code. y , ° , TUT, TG Plus and MU Vaderlaytnents LABELING: Bach unit shall bear a permanent label with the manufacturer's name or 1-ogo; city, state and following statement "Miami -Dade County Product Control Approved", unless othsnvre`noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed aad there has been no change in the applicable building code negatively affecting the performance of this product. TERMI .TATION of this NOA will occur after the expiration dale or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT! The NOA =Mbar preceded by ale followed by the expiration date may be displayed in advertising literature. County, of ftheNa, and displayed, then it shall be done•in its entirety. a !; y portion of the NOA is INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No, 0_(810.03 and consists of pages I through S. The submitted documentation was reviewed by Jorg) 1.,. Acebo. NOA No 06- 0421.03 Eapiratioa .Date: 09/.13/11 Approval Date; Page I of • Set. 12. 2006 11: 05AM DOL YEAaS. • • • ••• II. • • ••• • • • • • • • •• . • .••• ROOFING COMPONVJ IT :: • • • • • • • • cat- ryt Sub- Cate¢orv: Material: • .•• • ••• • ••• • • • • • • Roofing. Un '�a�'taCnC�• • • • • • • :.• •.� SSS • 1s`tP' Self- asdrepiir ;•MocAed I3itunnen PRODUCTS DESCRIPTION: Product Polystick P underlayment Test $ eci#icatiotx Roll: ASTM D 1970 75' x 3' 40 mils thick Polystick IR/IRX Roll: underlayment 65'i3" x 3'3 - -34" 80 mils thick Polystick T1: underlayment Roll: 32'10" x 3'3`3/4" 100 mils thick Polystick TU Pius Roll: underlayment • 65'8" x 3'3-3/4" 80 mils thick Polystick MU underlayment Roll: 65'8'° x 313-34" SO .mils thick z'd UE09881796 TAS 103 and ASTM D 1970 No. 8860 P, 3/7 Product Desc ri A. polyethylene top surface. self - adhering. SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced. bituminous sheet material for use as an underlayment sloped roof assemblies. Designed ac kti = - lee & rain shield and as a flan roof tile- ' ' - underlayment. - - TAS 103 and A heavy grmuled Surface self adherit r, ASTM D /970 APP polymer modified, tills -grass or` ' - - polyester reinforced, bill..tt:Etc-Ls sheet' material far use as an underlayment in ° = sloped roof assemblies. > sfiered as a a roof the underlayment. A Eton - wicking fabric au: seed; Self - adhering, API' polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof file underlayment. A non - wicking fabric surfaced, self - adhering, App polymer modified, fiberglass reinforced, bituminous sheet mateal for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. TAS 103 and ASTM D 1970 TAS :03 and ASTM D 1970 NOA No 06- 0424.03 E pfration Date: 09/13/11 Approval Date: Page 2 of s Ap.inifi pine en7:gn on L i. ton M! ®DADS • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••. • • • • • • • • ••. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • • • • • • ••• • NOTICE OF ACCEPTANCE (NOA) • • • • • • • • • • • • • • • • • • • • • • • • MIAMI -DADE COUNTY, FLORIDA • METRO - D.ADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • • MIAMI, FLORIDA 33130 -1563 • (305) 375 -2901 FAX (305) 375 -2908 • .. Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or . material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur miter the expiration date or if there has been a revision of chang°. h t materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorse * of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Fa?.hz*e to coravly 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, F1cr>d4.,.and follev:ed_ �y the expiration date may be displayed in advertising literature. If any portion of the NOA is dis&yed, then it -shall be done in its entirety. - INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its - distributors _ and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0S21.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 1 of 7 s • .•• • • •• • • • • • • • • • • • • • • • • • • ••• • • • • •.• .• .• • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • ••• ••• • • . ROOFING ASSEMBLY APPROVAL: Category: • Roofing ,. • • • • • ••• • • Sub Category: Roof tile adhesive:.' ' . . • . • • • Materials: Polyurethane • • • .•. • • • • • • • • • • • • • • • • SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro'I AH160 N/A TAS 101 Foampro ®RTF1000 N/A ProPack® 30 & 100 N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASThID2126 ASTM D 2856 Results 1.6 lbs. /ft.3 _ 18 PSI Parallel to rise 12 PSI Perpendicular to rise _ _ - 28 PSI Parallel to rise 0.08 Lbs./Ft2 - 3.1 Perm / Inch +0.07% Volume Change @ - 40 ° -F., 2:weeks- - +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: • • .. .• • • • • • • • • • .•• • • • • ... • • • • • • ••• • • • • • • .• •• • • • • • • • • • • • • • •. • • • • • •.• • • • • • • • • • • • • • • • • • . • • • •• • • • • •• ••• • • • • • •• • •• • ••• • ... • ... • • • Test Name/Report TAS 101 • •'TAV 101 • .SSTI5•11 -93 Test Identifier #94 -060 2578f84 .M. 25- '7434ri 2'+7438 -3 25- 7438 -7 25 -7492 NB -589 -631 • •• • • •• • • • • • • • .•. •• 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 ASTM E 108 04/30/93 ASTM E 108 11/16/94 ASTM E 84 01/16/95 TAS 114 03/14/96 TAS 101 10/23/98 TAS 101 12/28/98 TAS 101 03/02/99 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RA3 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. . Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. MS NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • ••• • • • • • . • • • • • • • • • • • • • • • • ADE4SIVE,IPLA6,111VT ITALL1 SINGLE PATTY 1) Place enough adhesive teatime 11 to 23 Optional 2xfs for square inches In contact wihthe pan Ole steep applications 2} Tom corers upside dom. Pine univalve U21n` /' To 1 tn. From outside edge of cover tile. Then 'lintel that& NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 it t ► • • ••• • • • ••• •• 00 • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • ••• • • It • • • • • • • • • • • • • • • • • • • • • • • • SINGLE PATTY •• • • • •• ••• •• • • • •. • • • • • • • • • • 00 • • • • • ••• •• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 -4. j ► • • •. •• • • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • •• •• • • • • • • • • • ••• • • • • ••• X 54 rhAptifEyrNM 3 • •• • • • •• •.. •. "eft h Nail through plastic cement Paddy (between MO • Paddy (under tile) • • • •• • • 3 in. 1 x3in. Single paddy on under. layment Single paddy under tie on top of Me le Eave 2 in. Xi tn. medium F use yave only cenTer u�• • • • ••, mrlaymend Single paddy under tile Single paddy between Me 2 in. x 71n. medium she paddy ease course only testrkin.x 3 In. ■ Single 4 m' paddy on under- layment Slagle paddy on top of the Eeve Course Nail through plastic cement Fascia Wephole Save closure Drip edge Single paddy between tile Pelln.x 3 In. Single paddy on underlayment Single paddy on to of tile EaveCouruo Eave Closure 2 In. z 7In. medlum size Fascia paddy eave course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 • • ••• •• •• • • • • • • • • • • • • • • • ••• • • • • • • • ••. • • • • • • • • • ••• • • • • • • • • • • • • ••• •• •• • • • • • • • • • • • • • • • ••• • • •••• • • 0 • •M4ADM -DADE COUNTY, FLORIDA • • • • • • 0I0RQ -DARE FLAGLER BUILDING "' 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 00 • . • • • • .4305)1375-2901 FAX (305) 375 -2908 • • • • • • • • • • • • •• • • • • • . . • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® A11160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: • • ..• • • •• • • • • • • • • • • • • • • • • •. • • . • ••• • • • •• •• • • • • • • ... • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • . • • • • • • • • • • ••• • • ••• • • • • • • • • • • .. • • • • • •• • . • •• ••• • • • • . • • • • • • • • ••• : •• • • • • • •.• •• • • • • •. This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which List moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /f1.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change ® -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 . • •• • • • ••• • • • • •• •• • . .. • • • • • • • • • ... • • • • • • • • • • • • • ••• • • • ..• • . . • EVIDENCE SUBMITTED: • • • ' • • ot Test Agency Test • Identifier Test Name/Report Date Center for Applied Engineering #94 -060 •. • • TAS 101... • • • 04/08/94 257818 -1PA :. ::iA� 141 • • • 12/16/96 • • �5� 10/25/95 • 25- 7438 -3 h • 25- 7438 -4 • • • • • • • 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1 ] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 • 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayrnent shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. I i w P= \2, • MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: • ••• op •• •• ':' •'. •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • ••• .▪ .•• ••••1 • df • • • • • • 1. Polyproo AH160 may be used with any ro the a'ssemby� having a c ntN▪ lOA that lists uplift • • • • • resistance values with the use of Polypro® AT:I16€0O 2. Polypro® AH160 shall be applied in compliance with the Component Appation section and the corresponding Placement Details noted herein.•TheloBf titeaassemlily's Ahesive attachment with the use of Polypro® AH160 shall provide suf6.cfent attictrneni rcsiance, eepressed as an uplift based system, to meet or exceed the uplift resista$ce deteitninet1 ih cbh'ipliance with Miami Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • • •.. •. •. ':' •'• •• •• • • • • • • • • • • : • • • •.• • • • • • • • • • • •.• • • ••• • • • ADHESIVE PL catEr.b.ET4,•1:' : • ' • • SIN I T�ATT • • • •• . .•. •. 1) Place enough adhesive to achieve 11to 23 t)ptioeal2e4'sfor square hushes in contactwih thepan tiePP"aP °"' To 1 IL From oldsWe edp of cover tile. Then Install the tile. 4 2) No ersupside down. Place a adhesive / ij • • ••• • • • ••• • •'•'• • • • • • •'• • • • • •• • • • • • • • • • . • • • • •• • • •. • • • . • ADHESIVE PLMEIVIENT DETAIL; • lET FL Z • • • • e SINd • ryki T' • • • ••• • ••• •• • • • • •• ••• •• • • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 Nail through plastic cement • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • ••• • • • • •• •• • • • • • • • • • • • • • ••• ADHESIVE 'I A0EMEet Dvr • • .1 Do ei,1++�Ai°re : 1 : Paddy (between tile) Paddy (under tile) • 3m M. x3in. Single paddy on under- layment Single paddy under tile Single paddy on top of file Eave course 2 in. X7 tn. medium size paddy eave Fascia • course only •• • • • •• ••• •• • ••. • • • : • . •• t�thJ4rp seat • Irnderlajennt 1 • • Single paddy under tile Single paddy between tile 21n. x 7 in. medium size paddy eave course only e a 1 } �in.x 3 in. SInggle 4 in. ■ paddy on under. Iaynuent Single paddy on top of the Course Nail through plastic cement Fascia Weephole Eave closure Ddp edge Single paddy between tile in. x3in. Single paddy on underlayment Single paddy on top of the Eave Course � 1 21n. x 7In. medium F�acsire paddy eave course only Eave Closure END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 DYNATECH DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: PROCTOR COMPACTION TEST 10 -19 -06 F AND F CONSTRUCTION Addition @ 1140 NE 100th Street, Miami, FL F and F Construction ENGINEERING CORP, 750 WEST 84Th STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 MATERIAL DESCRIPTION: Gray sand with rock fragments SAMPLED BY: JA TESTED BY: RN TEST RESULTS Sample Number 1 The following compaction 101b. Hammer and an 18" % MOISTURE 4.7 7.8 11.4 test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a drop AASHTO designation T- 180 -C. DRY DENSITY 105.0 109.3 106.7 Optimum Moisture 9.2 Percent 100% Maximum Dry Density 110.6 lbsicu.ft. % Passing 3/4" Sieve 96 Percent As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 112 110 108 106 104 102 OA M 1 S T U R E 4 6 8 10 12 14 Respectively submitted, Wissam ,amani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S I T Y DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: 10 -19 -06 CLIENT: F AND F CONSTRUCTION PROJECT: Addition @ ADDRESS: 1140 NE 100th Street, Miami, FL CONTRACTOR: F and F Construction Test No. 1 Location: Center of West footer Test No. 2 Location: West side of South footer Test No. 3 Location: Center of South footer Test No. 4 Location: East side of South footer Test No. 5 Location: Center of East footer Description of Material: Gray sand with rock fragments TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 109.3 108.9 109.1 110.0 109.7 MOISTURE CONTENT % 6.5 9.2 8.3 9.5 9.3 MAX. DENSITY IN THE FIELD % 98.8 98.4 98.6 99.4 99.1 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 110.6 110.6 110.6 110.6 110.6 OPTIMUM MOISTURE ( %) P P P P P Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: JA Tested By: JA Checked By: RN Respectfully submitted, � Naamani, P.E. D ATECH ENGINEERING CORP. Florida Reg. No. 39584 *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. _ll , U.S. SOUTH Engineering & Testing Lab., Inc. Project No 9 3 9 2 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 SITE SPECIFIC INFORMATION Owner's Name: P I ..:0 � rmit # gF 2-v- `3`l • Job Address: Cl 4c 6. te© , , c tk1-. t '4'.. S f • Roofing Contractor: = - ■ � ► \ I Type of Tile: e it 'S f ( -- ` Date Installed• g r- f S r o Approximate Roof Height: k feet Roof Pitch: 3 12 Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: 11 5 0 ® ft2 Required Testin Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested: P r TEST RESULTS P = PASS, F = FAIL Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplft Pup Test(P or F) 1 11I'A'� Eli) 28 51 76 2 n 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 58 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 f 50 75 100 IN ACCORDANCE WITH THE - ° ITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TES - THIS REPORT S,- 1` ^ > "TTED B Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 Sketch of Roof d1S. C1-97 Job 0 hi, kcp tt-V-k5R Sheet Number Contactor Checked By Scale • IIII MO NMI Ifill 11111111•11•MIIII III MEM • OM MEM= • NNW IIMIEWMI • OW *. 11501•1111 ORM MIPIC 11•11111•112iMMIPIRM 111171•1111 1111/2119) 11•••111011111113PANINEMMIMMENIVMME'' NEENEEEMMI"Viraliallin IIIIIMMIlla •• -1111•111112MIE MEAN asnammomommireillismosp IMPIMEMM MOW Mir Fill• MOM IIIINEEEIIIIIIMI"VMu.rommmmnan. INENEEMINKEIMINI MEM' 1•11•1111111111111111"15MININ MEW AMISIMMBUE • Kg& 11111111111111111111111111125111111011MMUNKI MMITirliEll 1•1011•1 • MI WM NUM . - I • am mio 11 v-ri m Ea ma gm am am 1i 1111 ma sum MEMI ME ••111 la MI NI Ell EMM 11•11 MI RMM NMW tiFt s-M7 ,Ncftes: 4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/22/2007 Inspector: Devaney, Michael Owner: MATEO, RAYMOND Job Address: 1140 100 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: AJL ELECTRIC INC -231 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Temp for Test Phone Number Parcel Number 1132050190430 Lot: Phone: 305 - 895 -4971 Building Department Comments Thursday, June 21, 2007 Page 1 of 2 JUN 2 5 2001 Passed E Inspector Comments , /1,..‘ ,c,_ _ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, June 21, 2007 Page 1 of 2 Inspection Date: 06/20/2007 Inspector: Devaney, Michael Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: MATEO, RAYMOND Job Address: 1140 100 Street Miami Shores Village, FL Project: <NONE> Contractor: AJL ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1132050190430 Lot: Phone: 305 - 895 -4971 Building Department Comments ELECTRICAL SWITCHES/ OUTLETS, HI HITS AS PER PLANS JUN 21 2011 Passed Inspector Comments ,, Li 1:/ ___.,„,,,, c-2,,,..)2_ e),C.- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, June 19, 2007 Page 2of2 lYllctllll ►3HU1 CS Y 11lit Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795 56.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building i! 5 Z Jermit NoEL7 _ rl 006 BY / Rai r Permit No EC0 ` Z-37 Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) q t /'` Phone # Owner's, Eyddress / 0 /td 700 City Tenant/Lessee Name Job Address (where the work is being done) ( S 14e City Miami Shores Village • County Mi. ami -Da is Building Historically Designated YES NO Contractor's Company Name (- --e 1C Contractor's Address /x;25. S R/SCi'wr'JL Rica° ir�� City N®z- %4-+ /4/ 1 -;.-uP - State P 5/ r04 Zip 33/e/ es Qualifier 4 aI 7;- -iN - J' L 2 e� •�1 r2 Zip Phone # � OS ,�Ci 4 - q i r State Certificate or Registration No. E. C- /200 cA0 q Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # 5 Value of Work For this Permit Square Footage Of Work: Pti9 Type of Work: • EKddition 'EjAlteration ['New ❑ Repair/Replace '0 Demolition Describe Work: 5 'PG Li °(c4--e- 0 c al eYS ! - -11-5 **** * * * * * *** * * * * *** * * * * ***** Fees * * * ** * * * * * * * * * * ** * ****** * * **** Submittal Fee $ 'Q Permit Fee $ 'L CCF 5 CO /CC Notary 5 Training/Education Fee 5 Technology Fee $ Scanning 5 Radon 5 Zoning Bond $ Code Enforcement $ Structural Plan Review. n Total Fee Now but 5 ((..mitino on opons side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: .As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, tire inspection will not be approved and a reinspection fee will be charged. Owner or Agent ontractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �! s-e. day of , 20 _, by , day of O7 Gf ;20 0 (o, by /t'� iif-ry Y f t_c.ir'c� .j/C. who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commissio r s. *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Cho 05/13/03 ********************t it******* *** **** ********** * * ** *** *** **** 65LPA e Plans Examiner Engineer Zoning Inspection Date: 06/20/2007 Inspector: Perez, JanPierre Owner: MATEO, RAYMOND Job Address: 1140 100 Street NE Inspection Worksheet Miami Shores Village it, 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores Village, FL Project: <NONE> Contractor: SANSONE CORPORATION Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: New Block: Phone Number Parcel Number 1132050190430 Lot: Phone: 954 - 428 -8919 Building Department Comments INSTALL A/C FOR ADDITION q -') ( —7 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, June 19, 2007 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING D ��! PERMIT APPLICATION cr 0 3 2O FBC 2001 gO0(0,- 2,447c1 Permit No. Master Permit No. BY: -------- -- - - - - -- Permit Type (circle): Building Electrical Plumbing echanical Roofing © Owner's Name (Fee Simple Titleholder) / Ai/ of onf /1 A- 2) Phone # Owner's Address 4' 410 Art- /® 0,41 5 7' City /,g- / SA,,P -s State Pz__ Tenant/Lessee Name Zip 83/38 Phone # Job Address (where the work is being done) //44 i{i City Miami Shores Village County Is Building Historically Designated YES NO Contractor's Company Name 5 So , D�i°ea�/� -��,�/ Phone # Contractor's Address -YO Ao 1 S Y %�� ✓ 1, City ,7j Ee-e-F•,-L Ij Ai /.9 State Zip 3 3 1744? Qualifier ` lee i 7` Miami -Dade Zip State Certificate or Registration No. CAL' / Lf? 260 Certificate of Competency No. Architect/Engineer's Name (if applicable) m $ Value of Work For this Permit - 'o 9' Type of Work: Describe Work: Phone # 20-r-3 e --S-0 0 Square Footage Of Work: 86® /.3 Addition ['Alteration ❑New ❑ Repair/Replace ❑ Demolition I m✓ S L 4"k #9-g J� r� /fi"r°reo vals A- 471,s * * ** ** * ** * * * ** * ** * * ** * * * * * * *Fe ** * * * * * * * * * * * * * * ** * * * **** ** * ** Submittal Fee $ Permit Fee $ / 7 C ✓ • CCF $ CO /CC. Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name. (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 __, by who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: As identification and who did take an oath. Contractor The foregoing instrument was acknowledged before me this day of ®e-'D/ , 20eqe, by 5A- rsoAr6 , who is personally known to me or who has produced irL ), $ reAs I/ &11/ as ide NOTARY PUBLI Sign: Print: My Commission Expires: APPLICATION APPROVED BY: chc 05/13/03 / ? and who did take an oath. Ar sa * 0 A /.. • 4 • My Commissi o ;' AA /0 Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL RCIOCGT Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/27/2006 Inspector. Levrack, James Owner: MATEO, RAYMOND Job Address: 1140 100 Street NE CL- Miami Shores Village, FL NOV 2 8 2 Project: <NONE> Contractor. SEROTA PLUMBING CO Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1132050190430 Lot: Phone: (305)672 -7252 Building Departm!nt Comrk>lents \\11/° 6 Passed or Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, November 22, 2006 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's ddress City (C L i State OCT ia o 4 MS b-'L4 Permit No. Master Permit No. Plumbing ) Mechanical Roofing Phone # 3 ®S / 't - PE Tenant/Lessee Name Zip Phone # Job Address (where the work is being done) ! (`-(O )4t, CO 02-1 City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name Contractor's Address City Qualifier Name County Miami -Dade State Zip Zip 1g Phone # State Certificate or Registration No. e r-c,t Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 00 o Phone # Square / Linear Footage Of Work: Type of Work: ❑Addition r ❑ Demolition Describe Work: ro _ teration ❑New ❑ Repair/Replace * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ CCF$ CO /CC Technology Fee $ Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side —, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 by , day of who is personally known to me or who has produced who As identification and who did take an oath. Contractor The foregoing instrument was acknowledged before me this q- 4. OL by ‘.d e or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: * ** * * *** , *** *, * * *** *** * * *** * +,r * * ** * * * *** APPLICATION APPROVED BY: (Revised 02/08/06) * * * * * * * ** Sign: Print: 61-v c(_ Laura Farley My Commission ,,,; MY COMMISSION# 0D189324 EXPIRES BONDED * * * * *,� * *,�* �r 'MU TROY r� * ** /d Plans Examiner Engineer Zoning �iEC�gIIdgjM FEB 1 3 zoos ZUJ BY: lhi-- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) 44 7' Z Owner's Address ((q0 L} /00 57 City ( a (d(( ( aar State Permit No. £(O7 257 Master Permit No. iC 06-257 Phone # 301-S « f q-^2:7 Zip D 3 (3 e Tenant/Lessee Name Phone # E- MAIL: Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name A TI- % I G _1 av C., Contractor's Address 4157.5"..S" 'S c..A `MAC. ,?i_ uo City iJ • /44 / 401 I State FL- Qualifier Name T' -J1 L-44. Phone# 3o:, 71s —4tQ7/ Zip 33 / Z? Phone# 04— lc's" —41-C7/ State Certificate or Registration No. g. C r /8 00.9- 0 Fq Certificate of Competency No. E -MAIL: QA.. 4--- Lie J! So M%. ik/e::f Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ C 0'79 Type of Work: Describe Work: ❑Addition ['Alteration 7-S.7- / Square / Linear Footage Of Work: ❑ Repair /Replace ❑ Demoli 'on per !� °e (o Cq /l 6-elg c ******* * * * * * * * * * * * * *xxxxxx * * * * * * *** * ** *Fees ******** xxxxxx * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ fro 6C� Notary $ Training /Education Fee $ V •c20 CCF $( Technology Fee $ Scanning $ ��i.J Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ CO /CC 2. O Zoning $ Structural Review. $ Total Fee Now Due $ 1 0lt! • cs, 542L, FEB L 4 PAID See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this /3 day of , 20 , by , day of r'c stvt,mY , 20 07 , by ti AP rill „iy y '-i -t /,td ✓L who is personally known to me or who has produced who is personally known to me or who has produced. As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: as identification and who did take an oath. NOTARY PUBLIC: Sign: nom, Print: My Commission Expires: x*xxx9cxseeY9r***xxx xx xxxxxx ve x x x**** Yxxx:Y**ww exkx xx xxxx* *xxxxxxxxxx*nY*** ***** Y APPLICATION APPROVED BY- (Revised 02/08/06) ee, Plans Examiner Engineer Zoning . (-22,/ ttattu. 4,ilar BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138.2382 TELEPHONE 1305) 795-2204 FAX (305) 756 -8972 AFFIDAVIT FOR 30 DAY TEMPORARY ELECTRIC SERVICE (To be executed by Owner and/or Tenant, Bulling & Electrical Contractor) 1 NOTE; ELECTRIC SERVICE WILL BE DISCONNECTED "WITHOUT NOTICE" UPON 30 DAY TERMINATION UNLESS APPLICATION IS RENEWED It is understood that the temporary - electrical approval by the Miami Shores Village, Building & Zoning Department given in connection with the building being constructed under. p�-7 Building Permit No. c o- ll I Electrical Permit No.� lJ L �"�� at address: �` i L% for owners: Ce. is being given only for construction purposes or for testing the following installations being made in said structure: Sub - paragraph 4501.3 (d) (3) of the South Florida Building Code provides for a 30 day maximum approval only in an URGENT NECESSITY for electric current exists. Necessity shall include the use of current for irrigation, security, Electrical humidity control, emergency power and lighting, such as for testing or con§truction purposes, provided the Contractor and owner do hereby agree to assume the responsibility of maintaining the installation in such a manner that there is no hazard to life and property. Such approval is in no event to be considered a release of said structure for purposes of use and occupancy, and no occupancy shall be granted or permitted until final inspections have been called for and approved by the inspection divisions concerned, and an occupancy permit obtained. The undersiamed also understand that the temporary- electric approval is subject to rescission and cancellation, and electric power can be cut off at the discretion of the Building and Zoning Department and will be disconnected if the building concerned is occupied before final inspections are approved and occupancy permit obtained. 1, ing rust duly sworn, depose and say that I am the owner of the above described property covered in this agreement shall not be occupied until the building contralto has o • ,11; : ,. : _. OAS. ) Sworn anti subscribed before me this 1 day of ffb, , Notary Public, State of Florida at Large My Commission Expires: Page 1 of 2 30 DAY TEMPORARY - ELECTRIC SERVICE (continue) 1, A ,,I i i iu i x.14 �� L ,-+Z- A.TL.. LL-C- L !v :C-. being first duly sworn, depose and say that I am the Electrical Con ctor for the above described property and that the electrical installations as now existing will not create a safety bn7:itd if temporary - service is connected. Sworn and subscribed before me this 14 Ifi day of 1'- e-lo,2;tit11, %-i '-cD1 Notary Public, State of Florida tat Large My commission expires: SIGNATURE OF ELECTRICAL CO TIME OF NOT �t ECKHARDT w COMMISSION # DD624061 +A,FOF ` MIRES: January 15. 2011 1.1a0.3.Nomay F1. NAY Discount Assoc. Co. being first duly sworn, depose and said that I am the Building Contractor of the above described property and that I will not permit occupancy of this building until Print division obtained and that I have the authority insofar as the owner of said property is concerned to prohibit occupancy until such final inspections are obtained. Sworn and subscribed before me this day of Notary Public, State of Florida at Large My Commission Expires: SIGNATURE OF ELECTRICAL INSPECTOR Date: Page 2 of 2 SIGNATURE OF BUILDING CONTRACTOR. SIGNATURE OF NOTARY PUBLIC Release to FLORIDA POWER fic LIGHT CO. by: ( name) Date: To: (name) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 deCe) g0.57 Inspection Date: 05/17/2007 Inspector: Levrock, James Owner: MATEO, RAYMOND Job Address: 1140 100 Street Miami Shores Village, FL Project: <NONE> Block: Contractor: MIAMI DADE ENVIROMENTAL Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Phone Number Parcel Number 1132050190430 Lot: Phone: 786 -251 -4099 Building Department Comments New septic and drainfield and abandon tank MAY 18 2007 Passed /Ins e r Co Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, May 16, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village if 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/22/2007 Inspector: Levrock, James Owner: MATEO, RAYMOND Job Address: 1140 100 Street Miami Shores Village, FL Project: <NONE> Contractor: MIAMI DADE ENVIROMENTAL Block: crtrabl Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Phone Number Parcel Number 1132050190430 Lot: Phone: 786 -251 -4099 Building Department Comments New septic and drainfield and abandon tank \\\\ 1 g ,,,r5 0 K JUN 2 5 MN (---) 9e,,,....,_ _ / Passed Ins a tor C • ments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, June 21, 2007 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 7101- . BUILDING IECEISVE Permit No. er.-- O -231 - PERMIT APPLICATION a FE, 2 6 O1 FBC 2004 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) 00tQ Phone # Owner's Address- ( /^ -c0 J� L ( o O S i City fi"( (!4 /iir S' eFtt 5 State (!a. Zip Tenant/Lessee Name Phone # E -MAIL: aster Permit No. Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Pt( A M' e £ jJ V 1 AA "— Contractor's Address $ `Zc(d L alt ® R Phone# 7g(p. City '(->o (1 iA % State r Zip 3 31 co% Qualifier Name `tA. t`f'O S Phone # %$(p .2.55' 0'C',, State Certificate or Registration No. Certificate of Competency No. E -MAIL: Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ / 0000 . Square / Linear Footage Of Work: 5 71. Type of Work: ['Addition ❑Alteration ENew ❑ Repair/Replace ❑Demolition Describe Work: PUMP t t.,ip IQ.( - ti tou '&,T oCc cc? PTIc Tw�vk (N S - L A t v ate. 1P = , o c i c 1 11 oK,.1 ce PT(c Tio N K _, 106 S 71. S c.Q- Fr O F bRAt∎u CtcA01. ******** * * ** * *** * * * * * * * * * * * ** * ** * * * * * ** Fees************* ** * * * ** * ** * * * * * ** * * * *** ** * * * * ** Submittal Fee $ Permit Fee $ '5C31 . CCF $ 2. 40 CO /CC Notary $ S ^ Training /Education Fee $ , W Technology Fee $ 5 • 7 5 Scanning $ 3 — Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ JC-P.q5 See Reverse side -* Structural Review. $ ct 13(0e) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this The fore s ng instrument was acknowledged befor pie this 20 day of , 20 , by , day o , 20(Y by, who is personally known to me or who has produced who is personally known Signat Contractor As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTAR Sign: Print: e I crop . to me or who has produced C: ‘,1' i;ifl( I{i 11416 i'h., It+c My Co mission Expires: ************************************* * ********* * * * ** ** * * *** * * ** * * * ** **************************** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: [ X ]New System [ ]Existing System [ [ ]Repair [ ]Abandonment APPLICANT: Mateo, Raymond \\C am.-4,4pm OCT 0 3 2006 B Y: !t it • CENTRAX #: 13 -SG -28595 DATE PAID: FEE PAID : $ RECEIPT . OSTDSNBR : 06 -1030- -N ]Holding Tank [ .] Innovative Other ]Temporary [ NA ] AGENT: SA0021077, Bolanos Jose PROPERTY STREET ADDRESS: 1140 NE 100 St Miami Shores FL 33138 LOT: 7 BLOCK: 178 SUBDIVISION: Miami Shores Sec. 8 [Section /Township /Range /Parcel No.] [OR TAX ID NUMBER] PROPERTY ID #: 11- 3205 - 019 -0430 SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ 1050 ]Gallons SEPTIC TANK MULTI- CHAMBERED /IN SERIES: [Y ] A [ 0 ]Gallons MULTI- CHAMBERED /IN SERIES: [Y ] N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS @ [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] D [ 571 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 0 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED I CONFIGURATION: [ N ]TRENCH [ Y ]BED N F LOCATION TO BENCHMARK: F.F.E., 9.10' NGVD. I E L D [ N ]MOUND [ N ] [ N ] ELEVATION OF PROPOSED SYSTEM SITE [ 20.4 ] BOTTOM OF DRAINFIELD TO BE [ 48.4 ] FILL REQUIRED: [ 0.0 ]INCHES EXCAVATION OTHER REMARKS: [ INCHES ] [ BELOW] BENCHMARK /REFERENCE POINT [ INCHES ] [ BELOW] BENCHMARK /REFERENCE POINT REQUIRED: [ 70.8 ] INCHES *Install 1050 gal. category -3 septic tank equipped with an approved filter. *Install 571 sf of drainfield. *Invert elevation of drainfield to be no less than 5.50' NGVD. *Bottom of drainfield elevation to be no less than 5.00' NGVD. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with sec. 64E- 6.013(3)(f), FAC. •• ••• • • • • • •e • • • • • • • •• ••• •• • • • •• SPECIFICATIONS BY: Icaza, Carlos APPROVED BY: Icaza, Carlos DATE ISSUED: 9/26/06 • • • • • • • • • • • • • • • • • • • • • +E I'PLi : • • • • ▪ •. - • • • • • •••,.- • • • TITLE: Engineer I Dade •,r • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• DH 4016, 03/97 (Obsoletes previous editions which n% ?lot b'e uued? " • ' (Stock Number: 5744- 001 - 4016 -0) [ostds_cons_4016 -1] EXPIRATION DATE: 3/26/08 CHD Page 1 of 2 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: Mateo, Raymond CENTRAX #: 13 -SG -28595 OSTDSNBR : 06- 1030 -N AGENT: Jose Bolanos, MIAMI DAD SA0021077 LOT: 7 BLOCK: 178 SUBDIVISION: Miami Shores Sec. 8 ID #: 11- 3205 - 019 -0430 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S ul ; • 4 • � L Ju ; ; 2 1111 k 4 k1• _ 4 • 1= U -_ • u • PROPERTY SIZE CONFORMS TO SITE PLAN:[X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.20 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [64E -6, TABLE 1] AUTHORIZED SEWAGE FLOW: 500 GALLONS PER DAY [1500GPD /ACRE OR 2500GPD /ACRE] UNOBSTRUCTED AREA AVAILABLE: 1143 SQFT UNOBSTRUCTED AREA REQUIRED: 1143 SQFT BENCHMARK /REFERENCE POINT LOCATION: F.F.E., 9.10' NGVD. ELEVATION OF PROPOSED SYSTEM SITE IS 20.40 [ INCHES ] [ BELOW ]BENCHMARK /REFERENCE POINT THE MINIMUM SETBACK WHICH SURFACE WATER: N/A FT WELLS: PUBLIC: N/A FT BUILDING FOUNDATIONS: CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: DITCHES /SWALES: N/A FT NORMALLY WET? [ ]YES [ X ]NO LIMITED USE: N/A FT PRIVATE: N/A FT NON- POTABLE: N/A FT 5 FT PROPERTY LINES: 6.5 FT POTABLE WATER LINES: 7.4 FT SITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SOIL PROFILE INFORMATION SITE 1 Munsell # /Color Texture 1nVR- S /1 -nv T.namy Rand 1 nVR -7/1 -T. (3V Rand USDA SOIL SERIES: 15 Urban land Depth n to 12 12 to 72 to to to to to to 10 YEAR FLOODING? [ ]YES [ X ]NO SITE ELEVATION: 7 FT NGVD SOIL PROFILE INFORMATION SITE 2 Munsell # /Color Texture 10V12-q/1-MV T.namy Land 1 nVR- 7/1 -T. MV Rana USDA SOIL SERIES: 15 Urban land Depth n to 12 12 to 72 to to to to to to OBSERVED WATER TABLE52.00 INCHES [ BELOW ] EXISTING GRADE TYPE: [APPARENT ESTIMATED WET SEASON WATER TABLE ELEVATION:52.00 INCHES [ BELOW ] EXISTING GRADE. HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH: 0.0 INCHES SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING:Loamy Sand/0.70 DEPTH OF EXCAVATION:70.8 INCHES DRAINFIELD CONFIGURATION: [ ]TRENCH ••f K• :] BEV ••• [ :: 10WHER (SPECIFY) REMARKS /ADDITIONAL CRITERIA: • • • _ Soil replacement required. • •• ••• •• • • • •• SITE EVALUATED BY: Jorge Millan Jr. • • • • • •.• • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • DH 4015, 03/97 (Obsoletes previous editions whiq,b„&ay of bt•y}s &cio)• (Stock Number: 5744 - 003 - 4015 -1) [ostds_eval_4015 -3] ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • 00 •• •00 • • • 000 • • DATE: 3/23/06 Page 3 of 3 APPLICANT: AGENT: STATE OF FLORIDA DEPARTMENT OF HEALTH' , ONSITE SEWAGE TREATMENT AND DISPOSAL SY,TEM CONSTRUCTION INSPECTION AND FINAL APPROVAL ,k;', •-a,, 4 al Fr; PERMIT NO DATE PAID. FEE PAID* RECEIPT if: , 4 , . --,-.) .•.' . -. ;;--- PROPERTY ADDRESS: LOT: ,‘- BLOCK:_',.L 0 SUBDIVISION: .. • PROPERTY ID #. CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. = = ======================================== = TANK INSTALLATION [ ] [01] [ 1 [02] [ 1 [03] [ ] [04] [ ] [05] [ 1 [06] 1 [07] [08] [09] - • TANK SIZE [1] [2] TANK MATERIAL OUTLET DEVICE MULTI-CHAMBERED 410/ N] • OUTLET FILTER LEGEND 7 WATERTIGHT LEVEL DEPTH TO LID DRAINFIELD INSTALLATION AREA [1 [2] kj<K1 SQFT DISTRIBUTION BOX HEADER NUMBER OF DRAINLINES DRAINLINE SEPARATION DRAINLINE SLOPE t4, BM 6 kr DEPTH OF COVER ELEVATION [ABOVELO SYSTEM LOCATION DOSING PUMPS [19] AGGREGATE SIZE [20] AGGREGATE EXCESSIVE FINES [21] AGGREGATE DEPTH FILL / EXCAVATION MATERIAL [22] FILL AMOUNT [23] FILL TEXTURE [24] EXCAVATION DEPTH 4'. 6 [25] AREA REPLACED [26] REPLACEMENT MATERIAL EXPLANATION OF VIOLATIONS alEMARKS:m • e41 „Itsj, ..• 47, 4 r SETBACKS [27] SURFACE WATER „A.,,,e 4= .r-t- FT [28] DITCHES [29] PRIVATE WELLS .,,,, ,,,,lx., FT f a f .f4. [30] PUBUC WELLS 1.-r., c k 0 FT [31] IRRIGATION WELLS ,Y-,/- ' 4 FT [32] POTABLE WATER LINES 1,-7- FT [33] BUILDING FOUNDATION „,.,.. „... FT [34] PROPERTY LINES :,'..: FT [35] OTHER FT FILLED / MOUND SYSTEM DRAINFIELIAOVER [36] [37] sHotipatRs [38] SLO.fiES [39] STABILIZATION ADDITIONAL INFORMATION UNOBSTRUCTED AREA STORMWATER RUNOFF ALARMS MAINTENANCE AGREEMENT BUILDING AREA LOCATION CONFORMS WITH SITE PLAN FINAL SITE GRADM CONTRACTOR OTHER [40] [41] [42] [43] [441 [45] [46] [47] [48] • ABANDONMENT 1 [49] TANK PUMPED / ] [50] TANK CFI ILISHED & FILLED / • IQV --LOn °.6 40-6; 4 11; 4? t -1- , - v. .td;,^c e e,4c, „ 40' CONSTRUCTION [APPROVEDM M ISAPPROVE A o CHD DATE 4- FINAL SYSTEM [APPROVED/DISAPPROVED]: 4; DH 4016 (Page 2), 10/97 (Previous Editions May Be Used) Stock Number. 5744-002-40t6-4 CHD DATE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 !Inspection Number: INSP -539©$ Permit Number: RC -1 -06 -237 Inspection Date: 08/23/2007 Inspector: Grande, Claudio Owner: MATEO, RAYMOND Job Address: 1140 100 Street NE Miami Shores Village, FL Project: <NONE> Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number Parcel Number 1132050190430 Block: Lot: Contractor: F & F CONSTRUCTION SERVICES INC Phone: 305 - 525 -1427 Building Department Comments ADD NEW BEDROOM AND BATHROOM Passed sil U(J � Inspector Comments ALL OKAY Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. EA i- 257 Q o eD o� 6is c_t I lib ciwpci. p or) 56& ocoed. fc-) alcDeCJ P106, 0 24 005ec.0 14,00- -461 etoko , Thursday, August 23, 2007 Page 1 of 2 Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305 - 795 -2204 Fax: 305- 756 -8972 This certificate issued pursuant to the requirements of the Florida Building Code106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Contractor F & F CONSTRUCTION SERVICES INC Not Transferable POST IN A CONSPICUOUS PLACE Ea to STATE OF FLORIDA DEPARTMENT OF HEALTH 4, ,, DATE PAID ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID- CONSTRUCTION INSPECTION AND FINAL APPROVAL RECEIPT #: i ,7 -4----' ,,,_,,-- i APPLICANT: 4; , ,,,- ,...-' t'',..,. .ille4-1 a4_V________' '--:-k 1 ,i AGENT: PERMIT NO .64.6 .6t 6 76, 6 PROPERTY ADDRESS: i Af 0 i00 JI BLOCK: 71 SUBDIVISION: PROPERTY ID 4t- '666 LOT: f.ea CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION TANK SIZE [1] TANK NIATERIAL a{ kt OUTLET DEVICE V1 MULTI-CHAMBERED / N ] OUTLET FILTER LEGEND .,<r g 04 [01] (02] [03] [041 [05] [06] [07] [08] [091 WATERTIGHT LEVEL DEPTH TO LID X 4 4 DRAINFIELD INSTALLATION [10] AREA [1 4041- [2] SC)FT [11] DISTRIBUTION 130X HEADER [12] NUMBER OF DRAINLINES ,e* [13] DRAINLINE SEPARATION 3 [14] MAINLINE SLOPE 6 0 [15] DEPTH OF COVER [16] [17] [18] [19] [20] [21] ELEVATION [ABOV ,SYSTEM LOCATION DOSING PUMPS AGGREGATE SIZE AGGREGATE EXCESSIVE FINES AGGREGATE DEPTH SETBACKS [27] SURFACE WATER [28] DITCHES . .(41 ft [29] PRIVATE WELLS 0.17414- [30] PUBUC WELLS [31] IRRIGATION WELLS [32] POTABLE WATER .UNES [33] BUILDING FOUNDATION [34] PROPERTY LINES [35] • FT FT FT FT Fr FT Fr FT OTHER FT FILLED / MOUND SYSTEM [ ] [36] DRAINFIEVYCOVER 1 1 [37] SKOURS. [ ] [38] SL, ] [39] SfABILIZATION FILL / EXCAVATION MATERIAL [22] FILL AMOUNT [23] FILL TF_XTURE [24] EXCAVATION DEPTH - [25] AREA REPLACED [26] REPLACEMENT MATERIAL EXPLANATION OF VIOLATIONS ifIEMARKS: - 1. g 4, - . " CONSTRUCTION [APPROVEDO5APPROVE ADDITIONAL INFORMATION [40] [41] [42] [43] [44] [45] UNOBSTRUCTED AREA STORMWATER RUNOFF ALARMS MAINTENANCE AGREEMENT BUILDING AREA LOCATION CONFORMS WITH SITE PLAN [46] FINAL SITE GRAD_ [47] CONTRACTOR [48] OTHER ABANDONMENT [ ] [49] TANK [ . 11:) PUMPED wt. / / !: pkq: CRWSHED & FILLED / / - 0 c Iq NG ,14 ] 4! %.7. k-66°4711 --66 FINAL SYSTEM [APPROVED/DISAPPROVED]: DH 4016 (Page 2), 10/97 (Previous Editions May Be Used) Stock Number: 5744-002-40 CHD DATE: 1,-,?3_ CHD DATE Page 2 of 3 Prt: AppRoard ,.. WetkirkColitractor ,i P I _:.) — , & Building bepartment ...!v, PT 4: Health Departmente- DYNATECH DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: PROCTOR COMPACTION TEST 10 -19 -06 F AND F CONSTRUCTION Addition @ 1140 NE 100th Street, Miami, FL F and F Construction la M6 2 3 20H1 ENGINEERING CORP. ..... - -- 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 MATERIAL DESCRIPTION:, Gray sand with rock fragments SAMPLED BY: JA TESTED BY: RN TEST RESULTS Sample Number 1 The following compaction 101b. Hammer and an 18" % MOISTURE 4.7 7.8 11.4 test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a drop AASHTO designation T- 180 -C. DRY DENSITY 105.0 109.3 106.7 Optimum Moisture 9.2 Percent 100% Maximum Dry Density 110.6 Ibs./cu.ft. % Passing 3/4" Sieve 96 Percent As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 112 110 108 106 104 102 0 I S T U R E Mb 4 6 8 10 12 14 Respectively submitted, LCS Wissam N amani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S T Y DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: 10 -19 -06 CLIENT: F AND F CONSTRUCTION PROJECT: Addition @ ADDRESS: 1140 NE 100th Street, Miami, FL CONTRACTOR: F and F Construction Test No. 1 Location: Center of West footer Test No. 2 Location: West side of South footer Test No. 3 Location: Center of South footer Test No. 4 Location: East side of South footer Test No. 5 Location: Center of East footer Description of Material: Gray sand with rock fragments TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 109.3 108.9 109.1 110.0 109.7 MOISTURE CONTENT % 6.5 9.2 8.3 9.5 9.3 MAX. DENSITY IN THE FIELD % 98.8 98.4 98.6 99.4 99.1 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 110.6 110.6 110.6 110.6 110.6 OPTIMUM MOISTURE ( %) P P P P P Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: JA Tested By: JA Checked By: RN Respectfully submitted, Wis Naamani, P.E. D ATECH ENGINEERING CORP. Florida Reg. No. 39584 *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. PEST CONTROL, INC. CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT Purchaser's Name and Address: Wayne Norman, Inc 754 NW 7 Street Suite 107 Boca Raton, FL 33486 TREATMENT SITE: 1140 NE 100 Street, Miami Shores, FL Project: Residence Addition Permit #: N //A Chemical: Cypermethrin Product: Demon MAX Square Footage: 900 Linear Footage: 55 Lot: N/A Block: N/A Number of structures treated: 1 Bldg: N/A Date of Completion: 08 -07 -07 dew AUG 2 12O7 Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Guarantee None ✓ 1 Year 5 Years ❑ Renewal Yes ❑ ❑ No ✓ LICENSE NO. JF3657 ACC EST CONTROL, INC. BY: Harvey Smades, President Revised on 05 -26-05 •••• • • • • • •• .... • •• • • • • • •• • • •.•• • • •••• • • •• •• • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • •••• • • • • • • • • • •••• . • .• • ••• • • 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 -584 -8588 • 1 -800- 749 -8588 • FAX: 954 -584 -6117 To: Ate 1 ftC' ". Nb1 The following was noted: • • • • • • • •• • • • • • ••• •• • • IMOMEVII AUG 2 1 20111 tkc MI WI N Nutt' 145 . S t -' Sn`tl�tt�. ti4a510dal • X4.1_, . Ai ls Az- Oo 1471 Copies to: 1-ittAA 411t1451.,1 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name RA!Nr0ND MATED AND DAMARIS RIVERA # 07 -867 A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1 1 40 N E. i OgTH ST_ City AM 21 200' State A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 7 BLOCK 178`- PB 43. AT PAGE 67 For Insurance Company Use: Company NAIC Number ZIP Code A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. N. 25'52.047 Long. W 080° A6: Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide: a) Square footage of crawl space or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in RESIDENTIAL 10 4`99 to obtain flood insurance. Horizontal Datum: ❑ NAD 1927 �$ NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage 300 sq ft b) No. of permanent flood openings in the attache garage walls within 1.0 foot above adjacent grade N/ A c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652 B2. County Name MIAMI -DADE B4. Map /Panel Number BI0. B3. State FLORIDA B5. Suffix B6. FIRM Index B7. FIRM Panel Date Effective/Revised Date 12025C0093 J 7/17/95 3/2/94 Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile © FIRM ❑ Community Determined ❑ Other (Describe) B8. Flood Zone(s) AE B9. Base Flood Elevation(s) (Zone A0, use base flood depth) 8.0.0 B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Et Yes BE No Designation Date ❑ CBRS ❑ OPA SECTION C BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 01. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. E Finished Construction C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items 02.a -g below according to the building diagram specified in Item A7. Benchmark Utilized B -62 Vertical Datum NGVD Conversion /Comments N/A a) b) c) d) e) 9) Top of bottom floor (including basement, crawl space, or enclosure floo r Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) ) Check the measurement used. 8.79. ® feet N/A .E feet N/ A ._® feet 7.49. n feet /8. A 1 9 ._® feet 7.19. Efeet 7.29. E feet O meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land suieyor, er ir �ees, or aich a ayr i rized by law to certify elevation information. / certify that the information on this Cettfca a.representilly 4a4 eggirs ielnterpret the data available. I understand that any false statement may be punishable I /finpett ifiglscRrgnti under: s U.S. Code, Section 1001. • • ❑ Check here if comments are provided on back of form. • • Certifier's Name ADIS N. NUNEZ Title -_- REGiERED LAND SURVEYOR pddr. 555 ORTH S. ►• DRIVE ••• ••• • • • • • • • LIer?e:TlLnber • • • • • • • • • • . BLANCOSURVEYORS, INC. • • City State MIAMI B " .: • • • •.. FiORI•DA aDat® • ••• • Ttleph.5 ope 865 -1200 ZIP Code 33141 • • • • ••• • • FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: in these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. a140NE DOTHST. City ._ MIAMI SHORES State FLORIDA SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) For Insurance Company Use: Policy Number _--- _.. -s -- ZiP Code Company NAiC Number 33138 Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comm is OF ROAD ELEVATION: 7.69' ON CENTERLINE ON CENTER OF ROAD it Signature B -62 LOCATOR # 3250 S. ELEV. 8.74' Date 7 10 07 '`❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For items E9 -E4; use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. Et. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure is _ ❑ feet ❑ ❑ ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is meters above or 0 0 0 above or 0 below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Secti Items 8 and /or 9 (see we 8 of Instructions), the next higher floor - (elevation C2.b in the diagrams) of the building is ❑feet meters 0 above or Li below the HAG. E3. Attached garage (top of slab) is • 0 feet ❑meters p above or 0 below the HAG. E4. .Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes 0 No 0 Unknown. The local official must certify this Information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements In Sections A, B, and E are cot ct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address Signature City State ZIP Code Comments Date Telephone ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in items G8. and G9. G9. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who G2. ❑is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G3. ❑A community official completed Section E fora building Located in Zone A (without a FEMA- issued or community - issued BFE) or Zone AO. The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G7. This permit has been issued for: [] New Construction G8. Elevation of as -built lowest floor (including basement) of the G9. BFE or (in Zone AO) depth of flooding at the building site: Local Official's Name Community Name Signature Comments G6. Date Certificate Of Compliance /Occupancy issued Q Substantial Improvement building: feet ❑meters (PR) Datum •• . • • • • • :•• • • • • • •— • $et ❑ meters (PR) Datum .•• • • • • •• • • .� • • • • • • • Ille ••• •• •• • • • • I� • • • • • • • • • • • • • • • Telephone ••• ••• • •• Date • • • • • •• • • • • •i• • • • • • • • • • . EMA Form 81 -31, February 2006 • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• ••• • • • • • • ❑ Check here if attachments Replaces all previous editions iil d g Photographs See Instructions for Item A6. Building Street Address (including Apt, Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1140 N.E. 100TH ST. City SHORES State FLORIDA If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. For Insurance Company Use: Policy Number ZIP Code 33138 Company NAIC Number ••• • • • • ••• • • • • • • • • • • • ••• • • • • • •- • - • ---• --• •--•- • •• •• • • • •• •• ••• • • • • • ••• • • PICTURES WERE TAKEN ON 7/10/07 FRONT VIEW REAR VIEW • o:0 oc LOCATION SKETCH SCALE: NTS g CONC. 14.85' 0 CUNC. 11.30' 9.80' w co 0 5.i0 9.35' NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL REVISED: 10/18/06 119.12' (R &M) 27.80' • k„OC3 1\34 Olr ABBREVIATIONS: SWK= SIDEWALK, CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINK FENCE, PL =PROPERTY LINE, DUE = DRAINAGE UTILITY EASEMENT, IP=IRON PIPE, F= FOUND, A/C=AIR CONDITIONER PAD, P /C=PROPERTY CORNER, D/H= DRILLED HOLE, W/F= WOODEN FENCE, RES- RESIDENCE, CL- CLEAR, RB= REBAR, VE =UTILI Y EASEMENT, CONC= CONCRETE SLAB, RNW =RIGHT OF WAY, DE= DRAINAGE EASEMENT, C/L= CENTER LINE, O=DIAMETER, TYP= TYPICAL, M= MEASURED, R= RECORDED, ENCR = ENCROACHMENT, COMP= COMPUTER, ASPH = ASPHALT, N,D =NAIL & DISC, S=SET, F.F.E.=FINISH FLOOR ELEVATION, O!S= OFFSET, PIP =POWER POLE, OHP= OVERHEAD POWERLINE, WM=WATER METER WOOD FENCE- MASONRY 1 1 1 1 1 1 1 1 I I ELEVATION BASED ON LOC. # 3250 S. WgI L= CONCRETE= :..:• :..: •:. r ;•:•• ::..••::.: °•a;•:. •a;•: •i DCBM# B -62 ELV. 8.741 TYPE OF SURVEY: BOUNDARY SURVEY MAINTENANCE & DRAINAGE EASEMENT= M & D.E. SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY,AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE 50.00' tO 2 yh q 12.00' ~~ \ \N \�`, rn cn Ircomrwmi AUG 2 1 i� ill BY: �' IRI! 'I IT #: Miami Shores Village BLDG DEPT BY ATE Feb wi,A SUI3JECTTO COMPUAN'►''-WITH ALL FED STATE AND COUNTY RULES AND REGULATIONS SURVEY FOR: RAYMOND MATEO AND DAMARIS RIVERA, 1140 N.E. 100TH ST., MIAMI SHORES, FL. 33138. LEGAL DESCRIPTION: LOT 7 OF MIAMI SHORES SECTION 8 BLOCK _ 178 ACCORDING TO THE PLAT THEREOF AS RECORDED IN P. PLAT BOOK 43 AT P4GE,_• 67 •" • •• • • •• • • • • • NTY, FLORIDA • • • • • • SINCE 1907 • • • • • • • • • • • • • • • • • • BLANGO SURVEYO S• JNC.• • • • Engineers . Land Surveyors . Planners•4LB # 0004'059 • • •• ••SUBDIVISION OF THE PUBLIC RECORDS MIAMI -DADE COUNTY, 1 HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 555 NORTH SHORE gm, : MIAMI BEACH, FL 31 141 • • • • • • •' • (305) 865m4200 Email: blancosurveyorsinc@ye h oorco�n Fa (30 §) 865M1101 FLOOD ZONE: AE PANEL: 009 q DATE: SCALE: 7 10 07 1" = 20' SUFFIX j DATE: 7 / 17195 •BASE: 8 I COMMUNITY# 120652 DWN. BY: JOB No. F. Blanco msci 41710G. '3!04 BUILDING -PERMIT APPLICATIti FBC 2001 Miami Shores Village "°''"j S' Ham Department �'�'s �o co Buildin g 10 oslo l 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 I 1'D k-tertgr T '1 756.8972 »' Permit Type (circle): Permit No. ZCOL Master Permit No. Electrical Plumbing Mechanical Roofmg Owner's Name (Fee Simple Titleholder) /31 Jai T`1 O Phone # Owner's Address �+ / /'1 0 �e / O 0 Z" City /1 (11-114 ( J it Owes State FI Zip 5 3 / 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Villas e Is Building Historically Designated YES NO 1." /140 HE /00 57- County Miami -Dade Contractor's Company Name zip 33/3 r / f P C-!J ors?? u CTGokJ t'l/Gr hone # 9S/ /90 7 Contractor's Address � P 7 74.4 / 73, City Pekti v D e a /1 State b — ( Zip n q Qualifier cgte, C,1(J K L7 /' State Certificate or Registration No. C6 C. 06,05-61 Certificate of Competency No. Architect /Engineer's Name (if applicable) PliG /✓ 3Pf -e6 Phone # 30r-3/0 0 $ Value of Work For this Permit ss % / ®'e'0 Square Footage Of Work: l Type of Work: Describe Work: c�ditibn ❑Alteration New AA D tJijJ Iwo /2 oa NI/ apivov d (el u..0 ❑ Repair/Replace a5 ❑ Demolition v G_ i - Submittal Fee CO Permit Fee $ d, goc CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning.$ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ c t ` s' " G /Qa . is Total Fee Now Due $ (Continued on opposite side) PERMIT # PG - 2,37 CONTRACTOR: 4-' r F cc 4 TR-UCf O N4 SUBMITTAL DATE J - . 3 + 21, G PROJECT TYPE: 1-11 DN f1416fo6 gt/tt, ZONING ‘ FIRE Rawl, i /o/ob S RUCTURAL _ IMPACT FEES �� 12 , //101- #K E , TRI AL HRS /DERM 144 P ck Qa NOC i 2M/4* BLDG #=ING ii rt )6J MECHANICAL l Notice to Applicant: As a condition to the issuance of a buil promise in good faith that a copy of the notice of commend whose property is subject to attachment. Also, a certified c for the first inspection which occurs seven (7) days after inspection will not be approved and a reinspection fee will be Signature_ PERMIT #vC:) - 257 CONTRACTOR: F g F SUBMITTAL DATE: 7111 ! RESUBMITAL DATES: a3 \13 OaI(` 1 N \L Jcy 3Q /Ci s i /II Off. PROJECT TYPE: 1Tkpv ZONING 61 FIRE UJ. 7 18/ab O # ��e 81024 STRUCTURAL IMPACT FEES ELECTRICAL HRS /DERM PLUMBIN , J N C I) MECHANICAL �-1 ! a ' BL Signature /--° Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 LI by , day of / — 1 3 , 2004 , by who is personally known to me or who has produced who is personally known to me or who has produced As iden on and who did take an oath. NOTARY P Sign: Print: My Commissi NOTARY PUBL Sign: Print: My Co as identifi - .n and who did take an oath. cL °�OF f`o� Expires: 03 /18/2003 TEI# besetery Service & Bondfnq Co. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 /144k S im% Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NOR TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 11111 IIIIIIIIIIII II NIIIII)IIIII C-FN 21_/06R0101991 OR Bk 24189 P9 4099; (1P91 RECORDED 01/30/2006 14:35:04- HARVEY RUVINr CLERK OF COURT flIAMI -DADE COUNTYe FLORIDA LAST PAGE 1. Legal description o property and street/address: f/ o 7/6 /06 -5- 1,3 e 2. Description of improvement: ROO Gtij �- b f- 3. Owner(s) name and address: e /414 t i WS ITTgvo 1141:2, oos r akui 5-his -58,10) Interest in property: Name and address of fee simple titleholder: 4. Contractor's name a address: v ct5 t G. 6667 5. Surety: (Payment bond required by owner from cont te'r, 4fFaToj !D. , COUNTY OF c. DE HEREBY CERTIFY that fhrs is a t Name and address: Amount of bond $ 6. Lender's name and address: gnu m n+r' +ce on 't'NESS my hand and r i LERK, 7. Persons within the state of Florida designated by Owner upon whom n provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: pan. D. C. roes or other documents the to 1. da L o r`4> C =Gr. rf ckum II and County Courts m 11; WV' C COOT erved as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: f f F .y ( aUL"YLrA(/ 5. V i€L //✓ >``"� Goo 669 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) > Signa re of Owner Print Owner's Name ,' )' 47a./1/I /97,f7"O Prepared b . Sworn to and subscribed before me this 36774/day �? , g a, }t�NY �I lb19B� 5 of yO��M8c� , 2006 . ��C2009 dti`:' B r : , Mo .Services Address: °F. Goniea Tura Au let Nc'e p Services F, /S ci,' /eL. 6a //91 G'v,.2.1- / 6-ck. h I, 5 , P /o,2J .2,9 , ,13/v6 Notary Public 0 r��.,c.e) Print Notary's Name ��, y,� /-,' # - / burr) e._%747/9/ ry � My commission expires: 90942e--/-/ 5 .2_00°7 123.01 -52 PAGE 4 10/04 0,0,16ci OZI ua 04- Miami Shores Village Building Department 1005011 E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. (96 - �. 7 Job Name 4 Date 2ACa. 07 BUILDING CRITIQUE SHEET 0 urr I I i.S 404 / i -( .�� . "JP tO MIPS.M11,111„xd &C7- A.)` KX4'05i- ./7.2,1.2, Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Permit No: RC-06 -237 Job Name: Addition to Mateo Res. Building Official, The field change for the connection of the roof over the addition to the existing roof consists of 2x8 wood rafters sistered to the top chord of the wood trusses with a minimum of 4 -16d nails @ 4" o.c. staggered @ 1-1/2". These 2x8 wood rafters are then strapped to the existing roof rafters with Simpson MTSM20 using 7 -10d nails & (4)' /" x 1 -3/4" Titen screws (FL- 1423). 0 Victor J. Bru AR- 0017103 FROM : F &F CONS11RUCTION • •e UC}■Jct FRX NO : 954- 454 -1259 Mar. 13 2007 11:13RM P1 14,1 ...I Ut,uti • frw'r(v- vie. meow •,, a,...:.{-. r'--- n. F.-. .c- •u,- �rcT.�[u�.r,•:.r... - - T5 tie fit t IS e t it c L' . t- c- v.A.. k 5' eve., l A Ad'Out6- Li e '4' Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/07/2007 Inspector: Inspector, Default Owner: MATEO, RAYMOND Job Address: 1140 100 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: SEROTA PLUMBING CO Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Phone Number Parcel Number 1132050190430 Lot: Phone: (305)672 -7252 Building Department Comments f JUN 0 8 2007 Passed pect' 1 r C ants Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, June 6, 2007 Page 1 of 2 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 OCT Nmcmn\-v-.-/E., ia 0 3 2006 B Y: Permit No: RC -06-237 Job Name: Addition to Matzo Res. (Mateo) Building Official, The improved residence has been analyzed, designed, and retrofitted for structural integrity under wind loading per the Florida Building Code 2004 and ASCE 7 -02 Based on rational analysis of the existing and new portions of the structure together, the main lateral force resisting system and components are adequate for the lateral wind loading and uplift pressures prescribed by the current code. Refer to sheets S-1 & S -2 for the addition of retrofit filled masonry cells and roof framing straps to the existing portion of the structure. Victor J. Bruce AR- 0017103 •• ••• • • • • • • • • • •• ••• •0 • • • •• • • • .• •• • • • • • 4141• • • • • •••• • • • • • • • • •• • • • •• • • • • • • • • • • • • • • •• •• • ••• • • • 0.0 • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• • • • • • 0410 • •• •• • • 41410 • • MIAMI —DADE COUNTY BUILDING DEPARTMENT 11805 SW 26 Street MIAMI, FLORIDA 33175 NOTICE TO MIAMI -DADE COUNTY BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by YMG 4 2 4 t „ -O to perform special inspector services under the Florida Building Code at the p-,7arh( project on the below listed structures as of I - (p - 0 CP (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: r• Oa, " 2-,1 ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 SPECIAL INSPECTOR FOR TRUSSES OVER 35FT LONG OR 6FT HIGH 2319.17.2.4.2 SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS PER FBC 1927.12 ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following individuals) employed by this firm or me are authorized representatives to perform inspection * 1. V ( . Vgutie 2. 3. .,:it\f,n1 TAYLADia. '?. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. 1, (we) will notify Miami -Dade County Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami -Dade County Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The County building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Engineer /Architect Name VI O J • A (PRINT) Address 4611* SA1 1 coceTt4 Ave, Signed and 12.4W(1IO3 t \W.. Ott ', fit.. 57.01...i Phone No. 2 .72I 0. 02/900 Date: . ZCo \oc C:\Documents and Settings\JSITYCKO.D0020001\Local Settings \Temporary Internet Files\OLK165\BL -2 Special Inspector Log.doc Rev. 02128/02 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building it FEB 1 3 2001 ZUJ Permit No. Wart 7 Master Permit No. Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder Owner Ci Address Tenant/Lessee Name State Phone # Roofing Zip "53 / ;cJ 8' Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # 1140 r\t-t 10() County Miami -Dade Zip Is Building Historically Designated Contractor's Company Name Con City Qualifier ame tor's Address YES NO 5 ice'" 1 �'0 !�'9�t) Phone # 954- •4 Zip Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Vi CirOI Ce.) Phone # -605. `5 iL) ° NM* Value of Work For this Permit $ Type of Work: ❑Addition ❑Alteration Describe Work: Square / Linear Footage Of Work: )]New: ❑ Repair/Replace ❑ Demolition ** ** * * * * * * * * * * * * * * * ** ** * * ** * ** * ** Submittal Fee $ Permit Fee $ Notary $ ****-{ Pes************* * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** Training/Education Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ CCF $ CO /CC Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name ,(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs- seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: * * ** Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: y7��7 Plans Examiner Engineer Zoning (Revised 02/08/06) FROM :MIAMI -DADE E'&)IRONMENTAi_ SERF. FAX NO. :3052072543 Jeb Bush Governor May. 21 2E106 12: 2 7PM P: M. Ron, i raneois, M.D.. lvt.S,P.H.:. Ph D. Secret ENVIRONMENTAL HEALTH/ OSTD$ PROGRAM REQUEST FOR ADDITIONAL INFORMATION Mailing Address: one a tPO.7Vlarn, i Dade F.rwtronnnentaf S. 7J5'.0.NW`forit. M imi: FL; 33168 This office is requesting additional information regarding your.epplicetion for an bnaitt3.Sewsge Treatment acd., l ,pokai . - . .. _ _ . _... . ... . • Application Number; Apppraant's Name . . Property Address:,`. Detteds.t3<G W Agent: Miefei:Peckiitilyitglai Spectflcafy, the Miami -Dade County Health Department cannot continue to process your application until we receive The following Information: 1. Unobstructed reserved area doesn't meet 5' setback to foundation 646.005(2) 2. Site plan does not show the completed water service line and existing septic tank IocatiOn with a tote stating to be abandoned. 6$lc",6.004(3Xa). 3. Site plan without pertinent feature note. Failure to provide us with tars Information within 30 days of the date of application wilt result In your applcation being denied. Information not pro 'dpi atca caue9s delays In your receiving a permit. U.? kaza e it If:°i$ui -Dade. Coup, ±"teitltlt De:p'Sr "."Mart C471-"S^ Entmcsrina Se:tiez Applicant notified of additional request via: X Mail 06 /02106 Fax Telephone M arai -Dade County Health Department/ ()SIDS Prograrnf 7755 N.W. 434' Street. Suite 130 Miami' Florida 33166 n Jleatth TEL (303) 513.3459 . FAX (305) 513.34722 r 1 97\00 tPajE4 4W)&16% LOCATION C;lf)?.c teak01419 W49 C° UCTIOht DATE it JOB NO. (00 so PRESENT AT SITE \norm_ tikiew,i com60„ To: ELItt.), 22,1ger4 di2margart_. vituog (t). The following was noted: - t r F 1E 2 1 g 8 L t r ( 2 V C°N/a71 WGC/KRY CW1 rr WAS i?eff4\ivr t12-441046\66 1(24.1-6 14. Copies to: tlL • •• • • • • JOB SHEET NO Mkt SHEET NO .WIN OF CALCULATED BY 4 DATE 1'2-t* CHECKED BY DATE SCALE. t3 M 131 ••. «•y . r : • .•;t. 1A0111041.6k. . i 1 ? 1 1 3 .1;*. ." . �S 1 55'; '`1 °1 - : 3 1 3 1 1== 1 1 1 1, I 01161. 01.0.0. It1.4.<46:19. ' c 11( 4) :: t ,., 1 4" � 121) 1® i 54X i 1 lit i- 1a ®1. (S-,0 . ° 1 21121 1 • i 3, i 1 1 3 = i_........' _1.. ..;.. .I-- ..� -t . ! -• • 3 1 { '; 3 i._ 3. 6. i 3 . 1 : j 3 3 --3 • t z. -4 �w 3• .706) 4 • 1• 3 • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • • ••• • • • 1 ••• • • • • • • • • • • • 1 • • • • • • • • • • • • • • •1 • • • IP • • • • • • • • • • •• • • • • : . • • • ' • • • • • • • • • ••• • • • • • JOB SHEET NO kA"TO SHEET NO • Wi4414" • CALCULATED BY, CHECKED BY ' SCALE OF DATE I • .2-* DATE ' 4 nzi • I na• '•• • • • • • IV • • • • • • • • • 0." • a •■• • • • • • • 4i40 •4 . • • • • • • • •:•• 1.• 3P3 1 • 4- - t .•• .. • ... • ,• 7-12'17 4(264 , • i • ... • •-• 4•-• --4- • •"" •'•• 1—•• 4 4 -4.- —4- -4- t i • 1 - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • i • • • • • • • • • • • • a • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • JOB SHEET NR HL' SHEET NO • Nr CALCULATED BY ciVr CHECKED BY SCALE OF DATE I 1 4sg DATE . `. ... - 1 • • • • • • • 1 it tp4b • .• • 4)ti '1 H. a i • i" t - I ... A • ! • 1 1 1 P , ilo f 4 1 • t i — i; 4.144::::4: 21 1,f, = — • . ! . ; --4----, - ' 7 1 t • • ••• •• •• • • • • • • • • • • - • • • ••• - • • • • •• • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• ••• • • • • • • • • • • • • • ••• • • • • • • • • • • .•• ••• • •••• • • • • • • • JOB SHEET NO k SHEET NO • OF CALCULATED BY 4401. DATE I • 2 '0 %Q CHECKED BY SCALE. DATE 1 40. tLI clo to • •4..• J. ist • • • • .. . • • '. .1- 17 • 1 1.i (O' scifiz ! ? I 4 06 )(IS • 1444 T i 0 10" tiot file 44, ,11 er .... -4 • - -. Xii6 4.. • • • •• •• • • • • • • • - • • • • • • • •• • • • • • ••• • • • •• •• • • • • • • • ••• • • • • • • • • • • • • • • ••• ••• • • • • • • • • • • • ••• • • • • • • • • • •• ••• • • • • • • • • • • • • JOB SHEET NO Ilirreel SHEET NO, CALCULATED BY CHECKED BY SCALE OF DATE 1= ' 66 DATE • r- I• 4 • A • • ••• • •• 00 • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • . • • • • ••• • • •ee •• •• • • • • • • • • ••• • • • •• • • • • • • • • '• • • • • • • ••• • • • • • • • • o • • • • • • • •• • • • • • • • JOB SHEET NO . L&1 SHEET NO • 100 • OF CALCULATED By J DATE 1.'2 • 019 CHECKED BY DATE SCALE .•, •1 — • .... • it • ?• • 1 • •, • •••1 • ;• •'• •� •w • • • 4 • • is o -•- is • Y•• •1 • 1 •1• • 1 1 • 1 4 1 •• • • • 1 • ir 1 ., 1' wP • 4. t i.... _.-,. ._ t 1 1 3 1 ............ 1.......1' .. 1 t ' r • ...4 . - •• .... .- .4 • - •- t 1 2 1 } 3 - 1—• .. • • S t 1 1- .- t.......... - ....}.._ • Iii 1 • • ••• •• •• • • • • • • • • • • • - • • • • ••• • • • ••• •• •• • • • • • • • • • • • • • • • ••• • • • • ••• • • •• • • ••• • • • •• • • • • • • • • •• • • • • • • • . • • • • • • • • • ••• • • • •• • • • • • • • • • • • • • • • JOB SHEET NO Ar. TRIO SHEET NO um I44°' CALCULATED BY 0,,T- CHECKED BY SCALE • OF DATE ' DATE i*I.O to 1 • • or • i w •i• • •• • ; 144 t V01` • �`. �L_ • i • -L • • 2 i • • ••• • • • ••• ••• •• • • • •• • 4• • • • • • • • • • • • • • • • •••• • • • • • • • • • • • • • • ••• • • • • ••- • • • ••• • • •• • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • ••• • • • • JOB SHEET NO mAtilo SHEET NO WO CALCULATED BY J' CHECKED BY SCALE. OF DATE I. 5'G DATE ....i ••S1 • • •t • .1 ••• • ••i • • • • •i • - • ••• • • ••.• ••_ • • •••• • • i ;••• • • • •* • i i•• m . i olse isso • I � i roP • 1 • • •■ •i •• t •• ._.-. i ..I 4:' b IV .�. t i i ......._.� ...t.... I•. • ..4.. I v . -L- . ! • I »a 4 J 1. .. t i ! l j • t •• •• • ••• • • -• • •• •• •• • FORM 600A -2004 : • ; ' • • • ' • FLORIDA LNER'GY EFFICIENCY CODE___ FQR BL jLQJNG CONSTRUCTION . •:. ••plan& Dtepaitrtent of Community Affairs Residential Whole fjuilding Performance Method A EnergyGauge® 4.1 Project Name: Address: City, State: Owner: Climate Zone: South Matgo • :. •. . Mi ?rd Shores; FC ::.. •• • • • Builder: Permitting Office: Permit Number: Jurisdiction Number: 1. New construction or existing New 2. Single family or multi - family Single family 3. Number of units, if multi - family 1 4. Number of Bedrooms 4 5. Is this a worst case? No 6. Conditioned floor area (ft2) 1716 ft2 7. Glass type' and area: (Label read. by 13- 104.4.5 if not default) a. U- factor. Description Area (or Single or Double DEFAULT) 7a(Sngle Default) 331.6 ft2 b. SHGC: (or Clear or Tint DEFAULT) 7b. 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A (Tint) 331.6 ft2 - R4.0, 200.0(p) ft _ R =5.0, 1355.0 ft2 _ R=19.0, 1716.0 ft2 Sup. R.0, 110.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ-H- Multizone heating) Cap: 48.0 kBtu/hr SEER: 14.00 ^. Cap: 17.0 kBtu/br _ COP: 1.00 _ Cap: 62.0 gallons EF: 0.90 _ PT, Glass /Floor Area: 0.19 Total as -built points: 29082 Total base points: 30163 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE:. 1 I hereby certify that this building, as with the Florida Eners. C' .e. OWNER/AG N' DATE: t Co 1 Predominant gia ned, is in compliance Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.90 Iorida Statutes. UILDING OFFIC DATE: For actual glass type and areas, see Summer & Winter Glass output on . ag - 2 &4. EnergyGauge® (Version: FLRCPB v4.1) •• •• '•' • • • ••• • • • • ••• •• • • FORM 600A -2004 : • • •• • • • • ' • ••••••• EnergyGauge® 4.1 SUMMER CALCULATIONS Reside tia3 WRolSiBuildiri0 Performance Method A - Details • ••• ••• ••• • • • • IADDRESS: , Mlaml Shores, FI, • • • •'• • ••• • • • • • • • • • • • • •• • PERMIT #: } EnergyGauge® DCA Form 600A -2004 EnergyGaugeelFIaRES'2004 FLRCPB v4.1 BASE' ' ' ` ' " ' '•' A AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points O Overhang .18 1 1716.0 32.50 10038.6 S Single, Tint N N 0.0 0.0 6 61.8 29.33 1.00 1 1812.5 Single, Tint S S 0.0 0.0 1 109.8 55.34 1.00 6 6076.0 Single, Tint W W 0.0 0.0 4 48.0 58.39 1.00 2 2802.9 Single, Tint E E 0.0 0.0 1 112.0 65.40 1.00 7 7324.9 As -Built Total: 3 331.6 1 18016.3 WALL TYPES Area X BSPM = Points T Type R R -Value Area X SPM = P Points Adjacent 0 0.0 0.00 0.0 C Concrete, Int Insul, Exterior 5 5.0 1 1355.0 2.00 2 2710.0 Exterior 1 1355.0 2.70 3658.5 Base Total: 1 1355.0 3658.5 A As - Built Total: 1 1355.0 2 2710.0 DOOR TYPES Area X BSPM = Points T Type A Area X SPM = P Points Adjacent 0 0.0 0.00 0.0 E Exterior Wood 9 99.0 9.40 9 930.6 Exterior 9 99.0 6.40 633.6 Base Total: 9 99.0 633.6 A As -Built Total: 9 99.0 9 930.6 CEILING TYPES Area X BSPM = Points T Type R R -Value A Area X SPM X SCM = P Points Under Attic 1 1716.0 2.80 4804.8 U Under Attic 1 19.0 1 1716.0 3.72 X 1.00 6 6383.5 Base Total: 1 1716.0 4804.8 A As -Built Total: 1 1716.0 6 6383.5 FLOOR TYPES Area X BSPM = Points T Type R R -Value Area X SPM = P Points Slab 2 200.0(p) -20.0 - 4000.0 S Slab -On -Grade Edge Insulation 0 0.0 2 200.0(p - 20.00 - - 4000.0 Raised 0 0.0 0.00 0.0 Base Total: - -4000.0 A As - Built Total: 2 200.0 - - 4000.0 INFILTRATION Area X BSPM = Points A Area X SPM = P Points 1716.0 18.79 32243.6 1 1716.0 18.79 3 32243.6 , EnergyGauge® DCA Form 600A -2004 EnergyGaugeelFIaRES'2004 FLRCPB v4.1 • • ••• • • • •• • •• • • • • .•. • • • • FORM 600A -2004 • ; • : • • • ••• • • • • • • EnergyGauge® 4.1 SUMMER CALCULATIONS • Reside fiaj Wh<3I '& fdiri Performance Method A - Details • ••• •,• •,• : • • • IADDRESS: , Miami Shores, FI, - • • • - • • • • ••• • OOOOOO .•• .. • PERMIT #: ` ` BA•E" - ' -_ "' •• ' AS -BUILT Summer Base Points: 47379.1 Summer As -Built Points: 56284.0 Total Summer X System = Cooling Points Multiplier Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 47379.1 0.4266 20211.9 (sys 1: Central Unit 48000 btuh ,SEERIEFF(14.0) Duct s: Unc(S),Unc(R),Gar(AH),R8.0(INS) 56284 1.00 (1.07 x 1.165 x 1.00) 0.244 0.950 16280.2 56284.0 1.00 1.250 0.244 0.950 16280.2 EnergyGaugeTm DCA Form 600A -2004 EnergyGauge®/FIaRES'2004 FLRCPB v4.1 FORM 600A -2004 • • ••• • • • • • • •• • • • •• •• •A• • • • • • •• • • • • • S • • • • • • • • • ••• • • • • • ••• EnergyGaugea 4.1 WINTER CALCULATIONS Resideintiq Whpl fditiO Performance Method A - Details • • • • • • .•• • •• IADDRESS: , Mlami•Shores, FI, •. • i 0000 • • • • ••• • • PERMIT #: 1 EnergyGauge® DCA Form 600A -2004 EnergyGauge®/FIaRES2004 FLRCPB v4.1 BASE•• • •••• .•• AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X WPM X WOF = Point: .18 1716.0 2.36 729.0 Single, Tint N 0.0 0.0 61.8 6.11 1.00 377.8 Single, Tint S 0.0 0.0 109.8 4.79 1.00 528.4 Single, Tint W 0.0 0.0 48.0 5.65 1.00 271.0 Single, Tint E 0.0 0.0 112.0 5.05 1.00 566.0 As -Built Total: 331.6 1741.1 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 5.0 1355.0 0.90 1219.5 Exterior 1355.0 0.60 813.0 Base Total: 1355.0 813.0 As -Built Total: 1355.0 1219.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 99.0 2.80 t 277.2 Exterior 99.0 1.80 178.2 I Base Total: 99.0 178.2 As -Built Total: 99.0 277.2 1 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1716.0 0.10 171.6 Under Attic 19.0 1716.0 0.14 X 1.00 240.2 Base Total: 1716.0 171.6 As -Built Total: 1716.0 240.2 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 200.0(p) -2.1 -420.0 Slab -On -Grade Edge Insulation 0.0 200.0(p - 2.10 -420.0 Raised 0.0 0.00 0.0 Base Total: -420.0 As - Built Total: 200.0 420.0 INFILTRATION Area X BWPM = Points Area X WPM = Points / 1716.0 -0.06 -1010 1716.0 -0.06 -103.0 ` EnergyGauge® DCA Form 600A -2004 EnergyGauge®/FIaRES2004 FLRCPB v4.1 • • ••• • • FORM 600A -2004 • • • • • • • • • ; • • • ••• • • • • • • • • • WINTER CALCULATIONS Resideniia1 W i 5I Suifdirf f Performance Method A • • . • • • • ... • •• • ••• • • • • • IADDRESS: , Mlami Shores, FI, ••• "••-- • ••• • • • . •. OOOOO EnergyGauge® 4.1 - Details PERMIT #: EnergyGaugeTM DCA Form 600A -2004 EnergyGauge®/FIaRES'2004 FLRCPB v4.1 BA §•E'• • •••••••. AS -BUILT Winter Base Points: 1368.8 Winter As -Built Points: 2955.1 Total Winter X Points System = Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (System - Points) (DM x DSM x AHU) Heating Points 1368.8 0.6274 858.8 (sys 1: Electric Strip 17000 btuh ,EFF(1.0) Ducts :Unc(S),Unc(R),Gar(AH),R6.0 2955.1 1.000 (1.099 x 1.137 x 1.00) 1.000 0.950 3508.0 2955.1 1.00 1.250 1.000 0.950 3508.0 EnergyGaugeTM DCA Form 600A -2004 EnergyGauge®/FIaRES'2004 FLRCPB v4.1 •. • ';' • .• FORM 600A -2004 •' •. • • • WATER HEATING & CODE COMPLIANCE STATUS Residdn i 1 WhQIe;B�xiidirio Performance Method A - Details • ••• '•• ••• • • • . • • EnergyGauge® 4.1 1 ADDRESS: , Miami Shores, FI, PERMIT #: ••••••• 0..••.•.. . • . • ... • i BASE ; ' ' CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume 1 Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 4 2273.00 9092.0 62.0 0.90 As -Built Total: 4 1.00 2323.51 1.00 9294.0 9294.0 PASS EnergyGaugeTM DCA Form 600A -2004 EnergyGauge®/FIaRES'2004 FLRCPB v4.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating Points + Hot Water Points = Total Points 20212 859 9092 30163 16280 3508 9294 29082 PASS EnergyGaugeTM DCA Form 600A -2004 EnergyGauge®/FIaRES'2004 FLRCPB v4.1 • • • ••• • 0 ' • • • • ••• • •• • • • • • • • • • FORM 600A -2004 : • • • • • •• • • • • • • ••• • • • • Code Compliance Checklist Residi i Wh�$I6 Buaidirio Performance Method A • ••• •• • •• • • • • • • IADDRESS: , Miami,Shores, FI, • • EnergyGauge® 4.1 - Details PERMIT #: 6A-21 INFILTRATION. REi c I©Iith jPLIAilCE CHECKLIST i COMPONENTS - - SECflON' • • RIE61UIREIMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between waifs & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 608.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIP COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker electric or cutoff • as must be • rovided. External or built-in heat : • r -• uired. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGaugem DCA Form 600A -2004 EnergyGauge®/FIaRES2004 FLRCPB v4.1 • •.. • • •• •• • • • •• •• • • • • • • • • • • • • • • . •.• • • . . • . ENERGY •PERFORMANCE LEVEL (EPL) • •• : D 'LAY CARD • ••• •.• •.• • • • • • • It '1 tMATEP VNE,RGY PERFORMANCE SCORE* = 84.1 •. hider thascore, the more efficient the home. , , Miami Shores, FI, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi- family Single family _ a. Central Unit Cap: 48.0 kBtu/hr 3. Number of units, if multi - family 1 _ SEER 14.00 _ 4. Number of Bedrooms 4 - b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft2) 1716 ft2 _ c. N/A 7. Glass type' and area: (Label read. by 13- 104.4.5 if not default) a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a(Sngle Default) 331.6 ft2 b. SHGC: (or Clear or Tint DEFAULT) 7b. (Tint) 331.6 ft2 - b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation R4.0, 200.0(p) ft _ c. N/A b. N/A c. N/A - 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 62.0 gallons a. Concrete, Int Insul, Exterior R =5.0, 1355.0 ft2 _ b. N/A _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R=19.0, 1716.0 ft2 _ 15. HVAC credits PT, _ b. N/A (CF- Ceiling fan, CV -Cross ventilation, c. N/A _ HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R�.0, 110.0 ft _ MZ- C- Multizone cooling, b. N/A _ MZ- H- Multizone heating) - a. Electric Strip Cap: 17.0 kBtu/hr - COP: 1.00 _ EF: 0.90 _ I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar"sdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. 1 Predominant glass type. For actual glass type and area& see Summer & Winter Glass output on Loages 2 &4. nergyGauge® (Version: FLR.CPBB v4.1) 1 System: System 1 • • •.• • •• •• • • • • • • • • • • • • ••• • • • • • ••• • • ••• •. •• • •• • • • ••• • • ••• •• •. . • • • • • • • • . • • ••• ••• . • • . . . . • • •• • • • . Location: Mateo Miami Shores., Prepared by: ARPE Erring ti SSTEM INPUT REPORT •••• Florida , Int. .. •• • • • . . . . •. • • • • • . • • • . • • • • • . . • A$L$.1. l3YAC SYSTEM DESCRIPTION Block January Page: 1 1 System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety Clg and Electric Ht 6:00 24 hrs 57.0 F 0.00 CFM/Per 0.00 CFM 0.050 0 % 0 % 0 % THERMOSTAT SETPOINTS Cooling (Occ.) Cooling (Unocc.) Heating RETURN AIR PLENUM FAN Configuration Static Pressure 75.0 F 75.0 F 70.0 F No Blow Thru 1.50 in. wg. TABLE 2. SYSTEM ZONING INFORMATION System Arrangement: Total Zones Selected: Selected Zones: All zones served by a common air handler 1 1) Main • • ••• • • :•• •• • • • •• . •• •• '•' • • • • • • ••• • • • • • • • • • • • "' • • • • • •• • • • • • • • • • • . SYSTEM SIZING SUMMARY • System: System 1 : : : • • • : • : • • Location: Mateo Miatni S1i& s., • Florida • • ' • • ' • ' Prepared by: ARPE Engineering, Inc. ••• • : • • .•• • • • • ••••• • • • •. •. '• • • • •.• • • • • • • • ••• • • • a • • ••• •. •; ••• • SYSTEM SIZING SUMMARY • System: System 1 . • • . • ; ; : : ; • Location: Mateo Miami Shoies., Florida • •. • • • • Prepared by: ARPE Engineering, Inc. • • • • •• ••• •. • • TABLE 6. ZONE S MTV.' ' • • • •• . • '• • • • 4•. •• • Block Load 3.05 January 06, 2006 Page: 2 Max. Cooling Design Airflow Max. Heating Design Flow Sensible Rate Load Rate Zone Name (BTU/hr) (CFM) Design Time (kW) Main 32,804 1,688 July 16:00 3.7 Total: 1,688 Total: .00 Accela Automation: ShowPayDetail40 - T8108 -D • OFFICIAL RECEIPT k,064,371 Receipt Number: Department of Environmental Resources Management Miami -Dade County - Florida For the amount of: $85.00 nC ( a Mf Received From: For Payment of: Page 1 of 1 5143 Date: 08/24/2006 2006- DTM -PR -02191 / DT- Municipal Plan Review -'DERM 2006081709240338 / Folio # 11 -3205- 019 -0430 Payment Method Ref# Comment Amount Credit Card 5426 $85.00 Ignacio Cano THIS RECEIPT NOT VALID UNLESS SIGNED BY AUTHORIZED EMPLOYEE OF DERM PAYMENT DETAILS Invoice No. Assessed Fees Fee Schedule - By Original Applied Fee Amount Amount 15470 D107 - Tree /Landscape Rev <20 FEE10012003 - FERNAC Trees 15470 D056 - Min. Plan Review- FEE10012003 - FERNAC Residential $35.00 $35.00 $50.00 $50.00 DC DERM CASHIERS 111NU FIRST STREET SUITE 2629 MIAMI, FL 33128 -1939 395 -372 -6789 MERCHANT ID: 538382712 DATE: 98/24/86 18 :5847 AM RECORD HUMBER: 0@6 ACCOUNT: >I< * * # * # * * # *# *5426 CARD TYPE: VISA TRAM TYPE: SALE RUTH CODE: 854499 AMOUNT: $5m 1?+o FINKELSTEIN/MICHAEL ■ •• • • • •• • THANK YOU. CUSTOMER COPY • • •• w • • •• •• • • • •• •• ••• • • • ••• • • Total Paid: Balance: $85.00 $0.00 T8108 -D Version 4.0 http: / /eeos.derm..metro -d .(le.com/operations/permit/index.cfin?FUSEACTION=ShowPay... n ?FUSEACTION= ShowPay... 8/24/2006 Department of,Environmental Resources Management Miami - Dade County Downtown Office Plan Review Summary OCT 0 3 2006 1g By: Poo (aC 1 EEOS ID : 2006- DTM -PR -02191 DATE :08/17/2006 NAME : 2006081709240338 FOLIO # : 11- 3205- 019 -0430 ADDRESS House Number Street Direction Street Name Street suffix City DESCRIPTION APPLICATION INFO Municipality: Miami Shores DERM ID: 2006081709240338 Reference Prore<s No.: 06 -237 X Number. NA Project Name or Description: ADDITION TO MATEO RESIDENCE Subtype: NA Category Type: NA Current Use of Property: NA 1140 NE 100 ST MIAMI SHORES TASK Review By Date Status Comments Plan Intake CRISTINA FERNANDEZ 08'182006 Plan Review Initial Core CRISTINA Review FERNANDEZ 08/182006 Reviewed Permitfor residential addition attached (extending family, bedroom, bathroom); lot 7, block 178; water account in WASD; no sewer lines within 1,500'; septictank must be approved by DOH; no col; no wetlands; no sws; no hs; trees approval is required; Verification Form from WASD required after DOH approval obtained. TREES NINFA RINCON 08/21/2IX6 Approved Review Tree approval granted provided that no specimen -sized trees (trunk diameter equal to or greater than 18 inches) are removed, in which case a Tree Permit is required. Final Core CRISTINA 08/23/2006 Overall Review FERNANDEZ Disapproval End of PENDING Process REVIEW DISAPPROVAL CODES •• ••• • • • Disapproval Code 01: 008 - Water & Sewer Verification Form Milked . Disapproval Code 02: 009 - Requires Hrs Approval • • • • • • •• • • •• • • • •• ASSESSED FEES Fee Code D056 D107 Description Min. Plan Review - Residential Tree/Landscape Rev <20 Trees • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• ••• i•• •dicer • • •• ••Date FERNAC 08/23/1006 • 043t2006 • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • a• • 08/23/2006 • • • • • F,VRVAc. • • • • • • ••• • Unit/Quantity Total 1 $50.00 1 $35.00 Page 1 of 2 • 1 Fee Code Total : Description User Date Unit/Quantity Total $8&0O NO CONDITIONS Core Reviewer Signature: 08/23/2006 •• ••• • • • • • • • • • •• ••• •• • • • • • • • • • • •• • • • • • •• • • • • •• • • • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • •• ••• • • • ••• • • • • • • • • • • • • ••• • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • Date : Page 2 of 2 MI A M I•DADE COUNTY ATLAS PAGE: Rc-227 IMMEEVEil VERIFICATION FORM OCT 0 3 2006 EXPIRES ONE YEAR FROM DATE ON FORM D8 INV #: 88903 FORM #: 200610975 DATE: 10/3/2006 NAME OF OWNER: PROPERTY ADDRESS: PROPOSED USAGE / NO. OF UNITS: REPLACES: PREVIOUS USAGE / NO. OF UNITS: PROPERTY LEGAL: FOLIO NUMBER: PREVIOUS FLOW: PROPOSED FLOW: MATEO'S SINGLE FAMILY RESIDENCE ADDITION 1140 NE 100 ST 892 SQ FT ADDITION * *NO NET INCREASE ** SINGLE FAMILY RESIDENCE MIAMI SHORES SEC 8 REV PB 43 -67 LOT 7 BLK 178 11- 3205 - 019 -0430 350 350 INCREASE: PREVIOUS SQUARE FOOTAGE: PROPOSED SQUARE FOOTAGE: 3,056 1,729 0 NEW CONSTRUCTION ❑ INTERIOR RENOVATION THIS IS TO CERTIFY THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) 6 INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE ", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N /A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL. BY: SIGNATURE OF EPRESENTATIVE NEW BUSINESS COMMENTS: PLANS REVIEW COMMENTS: CRITERIA: S2B -A2E Luis Delgado - New Business Representative AUTHORIZED BY NO NET INCREASE, EXISTING ACCT#8176186811 THIS IS TO CERTIFY THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N) — INCH GRAVITY SEWER MAIN ABUTT NG THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE ", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A ). SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF SEWAGE. DISPOSAL. - FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT'S SYSTEM MUST BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND /OR SEWAGE FLOW FOR THIS PROJECT WILL BE: NO GALLONS [0] GALLONS PER DAY INCREASE. BY: SIGNATURE OF REPRESENTATIVE NEW BUSINESS COMMENTS: PLANS REVIEW COMMENTS: Luis Delgado - New Business Representative AUTHORIZED BY SEPTIC TANLJ AN•ROY AL # 06 1030 -- • • • • • • • • • • • • • • CONTACT NAME: MICHAEL CONTACT PHONE: (305) 525 -1427 • • • • • • • • • • • t• • • •• • • • ••• • • • • • • • • • • * _ • • • • • • • • •• • ••• ••• •••Pnnteti ph:113'2006 9:03:44 AM ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • 0 •• • • NB: Luis Deluado PR: SERVE *CONSERVE IN ACCOUNT WITH Miami -Dade Water and Sewer Department New Business Office P.O. Box 330316 Miami, Florida 33233 -0316 INVOICE # 88903 DATE: October 03. 2006 PeopleSoft Acct ID# 3575 South LeJeune Road, Room 114 Miscellaneous Charges CUSTID: 0315541651 58802 MICHAEL FINKELSTEIN 565 GRAND CONCOLURSE MIAMI, FL 33138- REFERENCE VERFICATION FORM FOR AN EXISTING SFR AT 1140 NE 100 ST BUILDING AN ADD 892 SQ FT. FOLIO# 11- 3205 - 019 -0430. MIAMI SHORES SEC 8 REV PB 43 -67 LOT 7 BLK 178 — DESCRIPTION' ER WATER: ER SEWER: AGMT ID: N/A N/A QNTY /GPD DESCRIPTION 1 Verif Form- res (R -A) (Water) OCT NMOrgEWa ig 0 3 2006 BY _1!ifu e ®_e_ DIST CODE j UNIT PRICE AMOUNT $30.00 NWT -VF01 30 TOTAL: $30.00 MIAMI -DADE WATER AND SEWER DEPARTMENT WATER DEPOSITS: SEWER DEPOSITS: • • • • • • . • 4NVQIGE NO 88903 TOTAL: • • • • • • • • • • • • • • • • •• ••• •• • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • $0.00 $0.00 $30.00 Invoice #88903 Printed on 10/3/2006 8:49.•52 AM'By: • ldelg• • • • • • • • Distribution: White- Customer, Yellow - General Office, Pink -Local Office, Gold -New Business ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FEDERAL EMERGENCY MANAGEMENT AGENCY •• •• ':' •'• :4NQTIdI:AL FLOOD INSURANCE PROGRAM • • • ••• • • ELEVATION CERTIFICATE • ▪ • • "' • • • lm ?orralht: Read the instructio0s on sages 2 T SECTION A - PROPERTY OWNE 1 BUILDING OWNERA� • ••. • •• RAYMOND MATED D D AR•IS RIVERA• • • • • O.M.B. No. 3067 -0077 BUILDING STREETADDf .S (4I6ding Apf' UirSuite'attd /tB'1dg. No.) OR P.O. ROUTE AND BOX NO. • 00TH ST. FLORID CITY STATE • • • • . 1 PROPERTY inspliprionatlend Bft ck Numbers, Tax Parcel Number, Legal Descripti CR 178 '$ 3'41' PAV: 67•'- n, etc.) )' CODE 513K BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments area if necessary.) LATITUDE/LONGITUDE (OPTIONAL) ( ## °- ##' - ##.##" or ##.411-#414°) HORIZONTAL DATUM: 1___1 NAD 1927 j.J NAD 1983 SOURCE: 1_1 GPS (Type): L_j USGS Quad Map L Other: SECTION B - FLOOD INSURANCE RATE MAP 131. NFIP COMMUNITY NAME & COMMUNITY NUMBER E OF MIAMI SHORES 120652 INFORMATION B2. COUNTY NAME MIAMI —DADE B3. STATE FLORIDA B4. MAP AND PANEL NUMBER 12025C0093 B5. SUFFIX J B6. FIRM INDEX DATE 7/17/95 B7. FIRM PANEL EFFECTIVE/REVISED DATE 3/2/94 B8. FLOOD ZONES AE B9. BASE FLOOD ELEVATION(S) 8.001 B10. Indicate the source of the Base Flood Elevation (BFE data or base flood depth entered in B9. jJ FIS Profile ILI 1 FiRM L j Community Determined j,_j Other (Describe): B11. indicate the elevation datum used for the BFE in B9: jX,j NGVD 1929 Li NAVD 1988 L_j Other (Describe)' B12. is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)?1_1Yesg_l No Designation Date* SECTION C - BUILDING ELEVATION INFORMATION SURVEY REQUIRED C1. Building elevations are based on: JConstruction Drawings* JBuilding Under Construction* jX jFinished Construction *A new Elevation. Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similarto the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGV I Conversion /Comments Elevation reference mark used BM Does the elevation reference mark used appear on the FIRM? ] 2 j Yes jJ No a) Top of bottom floor (including basement or enclosure) 8..79 ft.(m) ❑b) Top of next higher floor N /.A__ ft.(m) (3 c) Bottom of lowest horizontal structural member (V zones only) N /A___ ft.(En) 2 1)- lad) Attached garage (top of slab) 7.,,43-, ft.(m) e) Lowest elevation of machinery and /or equipment 8.19 ft. ,e iZ servicing the building (Describe ft.(m) e In a Comments area.) 7 ra f) Lowest adjacent (finished) grade (LAG) 7.19 ft.(m) . g) Highest adjacent (finished) grade (HAG) 7.21 ft.(m) c c h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 41) "' to sq. in. (sq. cm) 2 1) Total area of all permanent openings (flood vents) in C3.h 0 4/20/06 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information In Sections A, B, and C on this certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFiER'S NAME ADIS N. NUNEZ TITLE REGISTERED LAND SURVEYOR ADDRESS 555 NOR SIGNATUR SHORE DRIVE LICENSE NUMBER 5924 COMPANY NAME BLANCO SURVEYORS INC. CITY STATE ZIP CODE MIAMI BEACH FLORIDA 33141 DATE TELEPHONE 4 20 06 305 865 -1200 FEMA Form 81-31, January 2003 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these s• aces co the comes BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No OR P.O. ROUTE AN 11 II. FLORIDA ••• •, .�' 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION CO TIN D Copy both sides of this Elevation Certificate for (1) community official, (2) 6rgiutarjcq, a §grrt/tolynpian�, �n • • • • • • • • • • ) building owner. CO ME TS OF ROAD ELEVATION: 7.69' ON CE ERLINE 00N CENTER OF ROAD ••• B # B -62 ••• •• • • • •• LOCATOR # 3250.5`. •• ••. • i i • • 1•8heck here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1. through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is LL1 ft.(m) 1 1 Jin.(cm) L1 above or L1 below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is LL1 ft.(m) LL1in.(cm) above the highest adjacent grade. E4. The top of the platform of machinery and /or equipment servicing the building is LL1 ft. (m) in. (cm) LJ above or L1 below (check one) the highest adjacent grade. (Use natural grade, if available.) E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? L1 Yes 11 No L1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER OR OWNER'S REPRESENTATIVE CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMA- issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of m knowled•e. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS L1 Check here if attachments SECTION G COMMUNITY INFORMATION OPTIONAL The local official who is authorized by law or ordinance to administer the communiity's floodplain management ordinance can complete Sections A, B, C .(or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. L1 The information in Section C was taken from other documentation that has beensigned and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. L.► A community official completed Section E for a building located in Zone A (without a FEMA - issued or community - issued BFE) or Zone AO. G3.1 1 The following information (items G4 -G9) is provided for community floodplain management purposes. G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: L1 New Construction U Substantial Improvement GB. Elevation of as -built lowest floor (including basement) of the building is: 09. BFE or (in Zone AO) depth of flooding at the building site is: G4. PERMIT NUMBER G5. DATE PERMIT ISSUED . ft.(m)Datum: . ft.(m)Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS L1 Check here if attachments FEMA Form 81 -31, January 2003 REPLACES ALL PREVIOUS EDITIONS PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (t'BC) 104.2.6 DATE OF TREATMENT: ^` BUILDER NAME: TREATMENT ADDRESS: TIME OF TREATMENT: IN Q ,fig r APPLICATOR: OUT 9izre tv6ylvc NPR-milit) /70 i E sAiee JOB #: LOT: BLOCK: UNIT: SPRAY ONLY SPRAY # CHEMICAL: MONOLITHIC Vol 14 S/F L/F CHEMICAL: COMMERCIAL F / V GALLONS STEMWALL SF PERIMETER TREATMENT L/F % GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: L/F 300 S. STATE Rona 7 PLANTATION, FLORIDA 33317 954 - 584 -8588 1, i - 749 -8588 FAX: 954 - 584 -6117 � Z o° v� aro 0 r cr r 4' C.L.F. LOT 8 BLK 178 119.12' (R &M) 0 IV -n '2Z OP F:373 25.90' -1; 0? W r_VV (D IQ 22.77' czy 0,• 30.04' o 2.95' 12.00' ra LAYOUT: 13.00' 4' C.L.F. 8.35' 11.70' cri rn 20.05' m 03 25.95' rn ;0 p to rn m te -a 0 0 73 k C7 u) 25.45' 9 V p - 11.30' 45 50.00' 2 Conc 2' Conc 6.00' 5.10( f � 9.35' 22.95' w, 'C255' ko ca 0 27.80' • 0 NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL REVISED: 10/18/06 SCALE: 1"=-20' 119.12' (R &M) LOT 6 BLK 178 i—n w • 3.4' Conc. 0,_ cro 0 0 0 0 a 50.00' $ 12.00' > • w m 1 ABBREVIATIONS: SWK= SIDEWALK, CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINK FENCE, PL =PROPERTY UNE, DUE = DRAINAGE UTILITY EASEMENT, IP=IRON PIPE, F= FOUND, NC =AIR CONDITIONER PAD, P /C=PROPERTY CORNER, DM= DRILLED HOLE, W/F= WOODEN FENCE, RES= RESIDENCE, CL- CLEAR, RB=REBAR, UE =UTILI Y EASEMENT, CONC�ONCRETE SLAB, RIW =RIGHT OF WAY, DE= DRAINAGE EASEMENT, C/L= CENTER LINE, 0=DIAMETER, TYP= TYPICAL, M= MEASURED, R= RECORDED, ENCR= ENCROACHMENT, COMP=COMPUTER, ASPH= ASPHALT, N/D =NAIL & DISC, S=SET, F.F.E.= FINISH FLOOR ELEVATION, O/S= OFFSET, P/P =POWER POLE, OHP=OVERHEAD POWERLINE, WM =WATER ME 1 tH WOOD FENCE- MASONRYWN ° ELEVATION BASED ON LOC. # 3250 S. 11 I 17 i I J t I CONCRETE �••'•'�� +�` °•'•':•'•'�•'•'•i %�'••� %' •I DCBM# B -62 ELV. 8.74' TYPE OF SURVEY: BOUNDARY SURVEY MAINTENANCE & DRAINAGE EASEMENT= M & D.E. SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE LOCATIONt3KTCH :'•': S CAL 'T • ... • • .• • • • • ••• N, •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• •• \ • • PERMIT #: Miami Shores Villa APPROVED ZONING DEPT BLDG DEPT SUBJECT TO •• • • • • ••• • • • • • • • w ••• • • • •• • • • •• • • • • • • • ••• 0 w r co 0 03 eel rn ALL STATE AND COUNTY RULES ANC REGULATIONS SURVEY FOR: RAYMOND MATEO AND DAMARIS RIVERA, 1140 N.E. 100TH ST., MIAMI SHORES, FL. 33138. la NOV 2 9 2006 JL • • BY: _1:1 13381S 001, 3N LEGAL DESCRIPTION: LOT 7 BLOCK 178 OF MIAMI SHORES SECTION 8 SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43 OF THE PUBLIC RECORDS MIAMI —DADE COUNTY, FLORIDA I HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 AT PAGE 67 SINCE 1987 BL.ANCO SURVEYORS INC. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 Email: blancosurveyorsinc @yahoo.com Fax: (305) 865 -7810 . ,, . e..,..H..,... _ w._._� , .� ._.. a o.. .............. SUFFIX: J DATE: 7 / 17 / 95 BASE: 8' AE COMMUNITY # 120652 (305) 865 -1200 FLOOD ZONE: PANEL: DATE: 4/20 I I • 06 SCALE: 1 " =20' DWN. BY: F. Blanco JOB No. 06- 766 zZ o P 5 La �y ti 4' C.L.F. ••• • • • • •• •• • • • •••• • • • • • • ••• • • • • • • • • ••• • • • • • • • • LOT 8 BLK 178 •• • ••• 11 &12'LR *JIB • • •• ••• • • • •• •• . • ••• • • • • • • • ••• • • • • • • • • •'• • • • • • • 0. • 25.90' 5.70' 1-1 N 20.05' 11.70' rn 11.70' 8.35' 4' C.I.F. x x 0 n� •O) . • O Q 12.00' m Co fo mz �m Of Z M a N / •.. -•- •a•Q••• • • • Q ti:Re � SI 11.30' • 20.05' 4s. 22.95' u� NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL REVISED: 119.12' (R &M) LOT 6 BLK 178 Z oP to 25.95' a 50.00' 2 Conc. 2' Conc 9.35' 01 12.55' 1 27.80' cn `g W O 0 6"o 0 3.4' Conc. -n oOP 0 N 1(43-03.'l g Q o g W 0 ,ABBREVIATIONS: SWK= SIDEWALK, CBS= CONCRETE BLOCK STRUCTURE, CLF�HAIN UNK FENCE, PL= PROPERTY LINE, DUE = DRAINAGE UTILITY EASEMENT, IP=IRON PIPE, F =FOUND, NC -AIR CONDITIONER PAD, P /C= PROPERTY CORNER, D/H =DRILLED HOLE, W/F= WOODEN FENCE, RES= RESIDENCE, CL- CLEAR, RB=REBAR, UE =UTILITY EASEMENT" CONC= CONCRETE SLAB, R/W =RIGHT OF WAY, DE =DRAINAGE EASEMENT, C/L=CENTER LINE, O=DIAMETER, TYP=TYPICAL, M=MEASURED, R= RECORDED, ENCR= ENCROACHMENT, COMP=COMPUTER, ASPH =ASPHALT, NID =NAIL & DISC, S=SET, F.F.E.= FINISH FLOOR ELEVATION, O /S= OFFSET, P/P=POWER POLE, OHP= OVERHEAD POWERLI NE, WM =WATER METER WOOD FENCE= -1 1 1 II ELEVATION BASED ON LOC. # 3250 S. MASONRY WA1 l = CONCRETE - f •: II 1 1 a•.:• ;a••t;:: a;r.••a;. :•• : ;.:•. :;:.• :;•:.I DCBM# B -62 ELV. 8.74' TYPE OF SURVEY: BOUNDARY SURVEY MAINTENANCE & DRAINAGE EASEMENT= M & D.E. SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IFANY,AFFECTING THIS PROPERTY BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE 50.00' 1200'> 03 • • •• •• ••• • • • • • • • • • • •• • • • • • • • • • ••• • ••• • • • • ••• • • • •• ••• •• • • •.• L:gCATION SKETCH : : ,,GALE: NTS • ••• • •• • • •. • • • • • • • •• • • • • • • • • • • • • • • • • • ••• • • • •• ••• •• • • • • ••• • • • • •• • ••• : : • • • • . • T 0 3 2006 I )T SURVEY FOR: RAYMOND MATEO AND DAMARIS RIVERA, 1140 N.E. 100TH ST., MIAMI SHORES, FL. 33138. LEGAL DESCRIPTION: LOT 7 OF MIAMI SHORES SECTION 8 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43 OF THE PUBLIC RECORDS MIAMI —DADE COUNTY, FLORIDA I HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 BLOCK 178 SUBDIVISION AT PAGE 6J SINCE 1987 BL.ANGO SURVEYORS INC. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 Email: blancosurveyorsinc@yahoo.com (305) 865 -1200 FLOOD ZONE: PANEL: 0O 9 3 AE Fax: (305) 865 -7810 SUFFIX: j DATE: 7/17/95 BASE: 8 COMMUNITY# 120652 DATE: 4/20 06 SCALE: 1° = 20' DWN. BY: F. Blanco JOB No. 06- 766 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description o property and street /address: 13 e 111111111111111111111111111111111111111111 C 2c :06R01. e1 99 _R FtF' F.k 24189 P9 4099; (1P9) RECORDED 01/ 30/2006 14:37 ..., HARVEY rrla'iNI, CLERK OF COURT MIAMI- -LADE COUNTY, FLORIDA LAST PAGE 2. Description of improvement: 7 OO . t4 3. Owner(s) name and address: /140 ea- Gao sr l ` uiti Interest in property: Name and address of fee simple titleholder: 4. Contractor's name a address: z VC 3 66q 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. / / Name and address: i(5'F Ct UG hill/ 5.6--41/ tG G�/ L4- Ito l7 Po-71L i`( f Pw croo1 Pic 3 3dO? 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signet e of Owner Print Owner's Name jt ',fy71 o4 /2;4750 Sworn to and subscribed before me this = 0 day of /Jo :sMe" ,200L . Notary Public L.,,?rn4ou ,...c4a� ) ",� „Le Print Notary's Name „''Sc, /, / -9,,/,� /6._ /u,,) c-: )/i/ My commission expires: - 2jr9.F''' -N 5 „2-004-7 12301.52 PAGE4 10/04 Prepared b.Y P M`fcoMMlSSa90 387505 EXPIRES Mardi`s; 2009 Address: �^ servkea / a ' , / & b / / , 9 9 / /o,- ',•O,i 7 � /9'6 DEPARTMENT OF PLANNING AND ZONING IMPACT FEE RECEIPT PROCESS #: B2006110237.0 FOLIO #: 1132050190430 FEEPAYER: FINKELSTEIN, MICHAEL 2617 PARK RD BATCH: SITE ADDRESS: 1140 NE 100 ST COLLECTION NO 74170 DATE: 03/17/2006 MIAMI FL 33009 FEE DIST. CAT. CATEGORY UNITS FEE EXTENDED TYPE ID CODE DESCRIPTION AMOUNT AREA 1.0 5002 00 UNIT SIZE (SQ FT) 892 0.9180 818.86 TOTAL AMOUNT DUE: PAID CHECK: PAID CASH: IFSRP_0005T $818.86 $0.00 $818.86 August 15, 2006 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 06 -237 Job Name: Addition for Matzo Res. Page 1 of 3 Building Critique Sheet �A Plans are to be reviewed and approved by HRS, DERM and Miami -Dade Planning & Zoning for payment for Impact Fees. 2. Provide Product Approvals for all windows and doors as required by FRC 4410.4 including the Product Approval Comparison Chart. vX As per Florida Existing Code 707.5.1 " An engineering evaluation and analysis that establishes the structural adequacy of the altered structure shall be prepared by a registered architect or engineer and submitted to the building code official, where more than 30% of the total sum of floor and roof areas of the building are involved in structural alteration" Page 2 of 3 Provide Elevation Certificate. 5. Provide 2 copies of Property Survey:ko, 6. Provide permit applications for Plumbing, Mechanical, Roofing, & Septic Tank. 1/4 7.. Provide Geotechnical Engineers Soil Report. jar Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305- 795 -2204 ext. 430 February 16, 2006 Scck Do'� Miami Shores Village Building Department 10050 N.E. 2" Avenue Miami Shores, F133138 Tel: 305 -795 -2204 Fax: 305-756-8972 Permit No: RC- 06 -237 Job Name: Addition for Matzo Res. Page 1 of 3 Building Critique Sheet Plans are to be reviewed and approved by EMS, DERM and Planning & Zoning for payment for Impact Fees. Provide Product Approvals for all windows and doors as required by FRC 4410.4 including the Product Approval Comparison Chart. Provide signed and sealed Letter of Intent/Scope of Work from Special Inspector who will be performing the Engineered Unit Masonry inspections. FRC 4407.5.4 Address comments from Structural & Electrical reviewer. Provide Design Pressures for all new openings on plans as required by FRC 4410.2.3.1.4 As per Florida Existing Code 707.5.1 " An engineering evaluation and analysis that establishes the structural adequacy of the altered structure shall be prepared by a registered architect or engineer and submitted to the building code official, where more than 30% of the total sum of floor and roof areas of the building are involved in structural alteration" Page 2 of 3 Provide Elevation Certificate. Provide 2 copies of Property Survey. Provide permit applications for Plumbing, E1leteita1, Mechanical, Roofing, & Septic Tank. rovide Geotechnical Engineers Soil Report. Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305 -795 -2204 ext. 430 Miami Shores Village Building Department Planning & Zoning Critique Sheet Permit No.: RC 06 -237 Applicant: Mateo Job Address: 1140 NE 100 Street Date 4/6/06 Comments Village Code (Sec. 523.1(e)) does not allow flat roofs to exceed 15% of the ground area of the pitched roof section of the existing building. Furthermore, flat roofs are only allowed to be constructed if it is impractical to construct a pitched roof which is a decision that is made by the planning and zoning board. Initials 10050 NE 2nd Avenue Tel: (305) 795 -2204 Miami Shores , Florida 33138 Fax: (305) 756 -8972 Val Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. el6 ° 2°37 Job Name met /e® Date / /?f /e16 STRUCTURAL CRITIQUE SHEET O en 5A. S -/, a/ i4.- 51de dl ?�Y1'q >81--a". eat e Pro Q 7-7p 5 4T he t e v it'lsi, 0.g. 1 r44/0. Roam , 51 ,,f=-er4 54)ip ' f' /mil c, ed !r'ae.le )1--v Pal' reel, Shag `ded,z �1I r�� i�r f mss y (% $44 144/1- ProdacAl Apprry -d s A- a-a, sT ie5 cu�rr d-a -ors / Gd s/ vp-14-7 ,p4n� /5 , Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. R 6' 7 Job Name ELECTRICAL CRITIQUE SHEET jei4,— ( /52 1 /t/e/).-,- z C4/./°41 5efi,V2i)" / '--;‘41'd /2 4S,"9"..-, 9 nZe / 44- / .09 • IfL j/' /zee, ez"i= c 427 xe 4-- IL/ k>.--2:61 itz_ y-fl tr.e.ei p/ tro/ frr 1.4.- 7 fri (re '44-. ,tiVA c ;a ir:"?Yr X2-- /4-4 trCe et% elt„..061,„At, Ce lir 6/ al 17 8'4/ At>u-,1 ,t4?aA t e* %e="9--pte7,1 e=" ,44)11/ (1.17-X- Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name PLUMBING CRITIQUE SHEET Miami , Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ,-C ‘— z ,1)"' Job Name t1" ELECTRICAL CRITIQUE SHEET .fizz ,/ ` ,�a� �� .5 T 966P44,-- 7J . ? g 7 ® e, L/ 7° 04," C ' �� ® enot t ®mac as . to J e 74 're/ ` ,LA ci d �-�'�.� / .,ij Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 06 237 Job Name Male c> Date ?//8/o6 lt¢o tvF foo.S¢ Adefikion STRUCTURAL CRITIQUE SHEET rrr� / C Sf4p -// e co/., gig vi, 2 ibr riw4cArnr eA#1.5i: Waif 41A ,vd #-lo ol. (r//// I's. o- liver no/e /3) ✓O /28mo Watt /4) ?se ee mop� be c�ri € vi e40445 - ,�e-6 P C 2/2/.3,3 . 0 Lar _fe ev ndew operne #1�' 4/ '13g r rtfr"es a- 7'. c. a) 4A edach si cle (> 8 - •') . / nrovrc/e a, 7 c. al. mg. end of i -3.. Co ic,� i fie, / ab®ve. CO ✓er-i f1 1-J a 1 egrt s a r4 i4c rs erre adze . a // sfrap► ed . ✓ Q ,1/c ie s o f /b G? R e 0, ,Pr-Ot d s3 fr14 c . ✓ 0 On A-2 y /Mote /f 4a ( 'o one ea 4- c.c.y,»zte. ". / 0 A'4, '`sew 7 /-der iP 4IS /4 $mee. /, ivli d-e s/,tic/. S-2 .Shabo0 A r>r/`xaa bear, - r ie9pr°43■rrr afC - G(5I beR #n• Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Name 11,47 ELECTRICAL CRITIQUE SHEET 1 fr/w e t /Lee,/ 7- .-a,-405 Sias - 709/...01-1-''- 7' r a/ j j ,? re x°76 C) e 41e;�� ,mil le r `'PL- e / %Z,A4,- s)"9/2- OCT 0 3 2006 BY: - -a..- BUILDING CODE COMPLIANCE OFFICE (BC PRODUCT CONTROL DIVISION M IAM! -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami. Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SWD -101 Outswing Aluminum French Door -Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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' ,`sinless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA•sha11•lie provided t ,the use‘by the manufacturer or its distributors and shall be available for inspection at the ;ob sits at iherelkulst'of2hd Building Official. This NOA revises NOA # 01- 0417.04 and conses& of t&is page•Pas well as approval document mentioned above. The submitted documentation was revicwecJby 'iheodare Berman, • ••• ••• ••• ••• ••• ••• NOA No 02-0701.12 • • . • • • • • • • • • xpiration Date: November 22, 2006 ••• ••• ••• ••• ••• i• Approval Date: July 12,2002 • ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •0 •0 • • • •• 0• 0 •. • • • 0410 • • Page 1 1 7 1/2" • • x xx 37.$00 'Z 7 1/2" 7 1/2" -- 5 1/2" • • 1 • A4U • •• ••• • ••• • ••• • •• • • • 13.5" •• • • • • ••• •• • ••• • • • •• ••• ••• 13.5" TYP. MAX. •• • 5 1/2" 7 1/2" -.- 13" -- MAX. ON CENTER TYP. HEAD & SILL SEALANT ON FRAME CORNERS & PANEL CORNERS 71.750 95.750 OAX 2 POINT,„_ LOCK 4.1 OPTION P1 7 1/2" IF5 1/- 2" 13.5' LARGE MISSLE IMPACT DOORS 1.) GLAZING: .401/464 LAMINATED W/INTERLAYER MONSANTO OR DUPONT) 2.) CONFIGURATIONS: X, XX 3.) DESGN PRESSURE RATING: .3o) 464 LAM.: +75 P.S.F. -75 P.S.F. 3b) 401 LAM.: +60 P.S.F. -60 P.S.F. 4.) MAX ANCHORS: 2" FROM CORNERS (HEAD & SILL) MAX. 5 1/2" FROM CORNERS (JAMB) MAX SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 11500 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT F1L -2241 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET .3 OF 4 • 135" 1t TYp. MAX. 5 1/2" 1 7 1/2" 1 �3"d MAX. ON CENTER TYP. HEAD & SILL Robert L. Clark, P.H. RE. #39712 Structural 7 1/2" --H SEALANT ON FRAME LX7RNERS & PANEL CORNERS PRODUCT REVISED as complying Cal with W ML e F1oe W 'Z Z Di 2- O }01. BY Mb 'redid sin* DIMON PRODUCT RENEWF1) Accrrveicr ti.. 0ci%-1-j % 1 • o4 EXPIRATION DAIT. f4c'EMti t 1.21 ?cot, Uy 't4 k.L u""- rmoutK rf1)7fl*.DIVI$tOH dUIWDl7Ri CX)OLCOMR'UM4CEOPPICE Retialo »a: 0) added 2p7. lock info 7ele4e54ee Unk., Note* inch= 1 /64 O .w1 Angola: t P seem/wee: SWO -101 1070 Technology Dr. Nokomis, F7. 34275 INDUSTRIES Reed its Dale: Mod By: rate: O.R. 11/77/00 D D.B. 12/15/98 DeaeripUon: French Door — X, XX Pa NO: VENDOR N0: 5557e: Sheet: &Meng No. lx 1014. 971 • • .250 -- MAX. M ROUGH OPENING SEE SHEET 3 FOR ANCHORS ROUGH OPENING • •• 34.625 TYP. BOTH PANELS ACTIVE PANEL. 71.750 EXTE IQR INACTIVE PANE1, • — 250 MAX. SHIM SPACE 3.000 .250 SPACCElM 1.479 •••. •• • •••.•• • ••r.RI2 •• ••• • • • • • • • • • b5J i) • •• •• • • ••• •••• • •• •• • •••• • • • 93.625 84 .3/4" DAYLIGHT OPENING 4.000 25" --- DAYLIGHT OPENING VERTICAL SECTION INTERIOR 1.489 r .250 MAX. ACS SPE I 3.000 --1 ROUGH OPENING .489 EXTERIOR HORIZONTAL SECTION INTERIOR ROUGH OPENING 1.480 PRODUCT REVISED as cooptylag eCcei with the Florida Bahlittt Accept/aft No 2- • R 2 Ei rittoa Oats i. /lirZ Dude Pradact Dtrltle• PRODUCT RENEWED AOCErrito sN. pt -04\ J. 0t4 EXPIRATION UAW. NITNEat eE22212006 pl• S1.4 C l;aKd4. Rootlet toerirgamisiot4 ammo 0014 90311 U.t CE OPHCS 0) added 2 pt. lock info rak oncea liMp, mtk2 rte: Dedmd .Da Dolma AoNdon aoat1 Se te. /Noaec SW0 —tw ■ 1070 Technology Or. Nokomis, FI. 34275 I 7 T INDUSTRIES Motedol: Tt L. Park, P.E. Revad 8y: Date: Chkd 0/: e: P.E. #39712 D.a. t t /r7 /DD Structural °iawn 8j O.B. "w2/1 6/98 Deaerlption: French Door — Elevations PG7 NO VENDOR NO Scoter Shoot: Wowing No. 2 .14 971 • •• • •• • • ••• • • ••• • • •• • ••• •• • ••• •• •• • • • • • •••• • • •••• • •••• • • •••• i/8 ANN. 3/16 ANN. 110 .r -" 3/16 ANN. -» 3/16 ANN. L r 1.469 L MAX? SH1IM 3.000 ---1 ? SHIM 3.000 -I SPACE SPACE .401' LAM. W/MONSANTO SATLEX PVB IHTERLAYEB OR .401' LAM. W/DUPONT BUTALITE 1NTERLAY(g SEE ROTC 4 ON SHEET ( DESIGN PRESSURE RAMC: *80 be. 3 POINT LOCK ASSY, 2 POINT LOCK ASSY, lp ltd" 1.469 .164' LAM. Ye/MONSANTO SATLEX PVRJMTERLAY(B OR .464' LAM. W/DUPONT BUTALITE INTERLAYEB SEE NOTE J ON SHEET DESIGN PRESSURE RATING: .475 pat PRODUCT REVISED as tempt*: wlth the Plmtda Amman, No 02- 701. 12 ee Date to Ha Product Casual IXvleita PRODUCT RENEWED ACCErmacr.. N.. c'‘ -041'j • 01.4 EXTIRA -ION Men NOJEatdER221?ooL Dy I Sa41.1. l� t1U6DMt1 cut.t 00M h Ern Revisions: 0) added 2 pt. lock info 1.0DOMeee (Roble NORM TiaeOmt: 4 164 Drawl .OR Decimal 44011 Material: Reese 6 Dote: chkd Or Dote: 115-0 Robert L. Clark, sn q; 0.8. 1 V17/00 ate: REJ19712 O.B. 2/16/9/3 ra Sertes/Meden SWD— 101 Description: French Door — Ex loded /Glazing Se r 1070 Technology Dr. Nokomis, FI. 34275 T INDUSTRIES PCT ND: YLNOOR NM Seder Sheet: Nosing Na Nor 3ar4 971 D QTY. /DESCRIPTION I/4' rAPCON TYP. HEAD • •• • • • • • •••• • • •••• • • •••• •Ia , W000 •••• . �•. •• •• • 1 � • • • • ye •• '' �•••• � • • •• I- LWOW • TYP.•• ••• • TYP. JAM • • • •• • • • • • • • • • • TYP SILL, DESCRIPTION v. T. # DOOR HEAD /SILL DCOR JAMB NW D 60375 60376 VENDOR # AF -10375 U —1 e3 • C. 111 0.2:30 x .187 FINS STR1. urp' SCHLEGE CORP. FS7924— 87 ELIir•M.arMiiiTia �►`,L`L�F141� LIit • 9 10 11 12 13 14 15 FRAM JAMB FRAME HEAD OWING 8FAO ROLL FORM OL7 r THRESHOLD 5/16x18 THREADED ROD TRUSS C MP 5 /16x1 /16 TRUSS WASHER 5/1fx18 TRUSS NUT FRAME SCR. OVER CAP STRIKE PLAT 60380 60411 170 61069U 6TRODA 60378M 7WASHA 7JNUTA 41722W 79 5X I • ri.sLEY9 ;IXXA 4 (1 /door too & bot. rail) 8 (((2 /ea. door top & bot. roil 8 2 /ea. door top & bot. rail 8 2 /eo. door top & bot. rail ALUMAX FASTEC INDUSTRIAL ALUMAX FASTS C INDUSTRIAL FASTEC INDUSTRIAL PCT INDUSTRIES CAMCORP 1EI�CYI: f Mt2#11 iC�Pk1 Re3i��`I�F1�1.7I�i� UrVi:PP' ;7NI 19 20 1011.625 FL . HD. PHIL 10x1 FLT. HD. PHIL. 71058FP 71OX12PPW 6 hinge — hinge—door iamb 5 hin &hin•e —frame •amb IMO EiV -Ts�n1 �'fEE�= s s 1%��Qaral[ •i • e • . , MILVI,tNbNii AYi;1* 9 MERCHANTS FASTENER MERC TS FASTEN R AF -10380 AF— 12376 AF -123 5 AF -10J78 41722W 4 1U fr.7i a 1EIEZ■oro rie.. I "t]. ^t/2:IXil CT! IT.12 [47%.1.1 11:10Mazir flla'itYit'MTI.1• • F LnI�I�i ©� 4 : 0 IF •'AMT M Il ..„'MO 1J11iMII-_.:9a— raftt.WINgfiCIDINI F.Fil+IwiliprZgmall=111111 6a200K MO' ostr..als r. bmbs & head! SCHLEGEL CORP. '200X19e F l al6Tlrie7at. xl Qe r.h. ostra.oi MIII ■721t<fttr.II* rrele1illQe r.h. ostra•al 41 Etj DEAs —BOLT LOC 78LTIP PM .4' 1 LAM. W ON .-1.1 !Sets u HARLOC FD3PTAY 100 820 1JCs �` 12 Ph. Pn. SMS 1i4 TAPC N .401 LAM. W /DUPONT M. WDU T 2899C !If W CO NING 899 H.P.G. • 39 434 LAM. W MONSAN 0 40 2 POINT LOC ASSY. 41 #8 x .75 Ph. FL Tek 7834FPT 1 (® r.h, astragal) 0 Robert L Clark, P.E. PE. #39712 Structural N.P.G. PGT INDUSTRIES SPENCER PRODUCTS PRODUCT REVISED P1 ODUCT REN W . tl oomplylog with the Ratak Acceptance No 101. &phonon Date 41 AiiEITArCY Nu ...6 l— d 4 • • Oy t 8•bleg con. EMOTION mut Neoemlex,IZ asst. tNl'�pp Att?l1Vl.To, t7tYtY (AlRLT.Mla.4 t�C K'E(!114CE Revtabnr 0) added 2 pt. lock info Yaterfoh Raved Sy: Date: O.D. t1 /17/00 D.B. ChM lir 2/116/98 Dew eitiSteee NMMn uMte& foiarecfrol 11be Oe bet .000 Infix : 1' SeRes/Oedet SWD -101 Desseption: 1070 Technology Dr. Nokomis, Fl. 34275 FtT INDUSTRIES French Door — Anchorage B.O.M. PGT NO: VENDOR ROC Scaler Rhos*: •+vein tfe. 4 .14 971 MIAM 1 k. OCr J 3 ,2006 -kW .. --- BUILDING CODE COMPLIANCE OFFICE (B PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY, FLORIDA MEMO-DADE PLAOLER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHT). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and . the Alit may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 1"s Heavy Wall - Aluminum Tube Clipped Mullion APPROVAL DOCUMENT: Drawing No. 6621, titled "1" Heavy Wall Mullion ", sheets 1 through 6 of 6, dated 04/28/00, with revision "A" dated 05/03/04, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami- -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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: "M'Iiami- -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purses shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the j,Ott site pt jhg remelt of the Building Official. This NOA revises NOA *02-0701.09 and consist f of ttis p4gq j anti evidence pages E -1 and E-2, as well as approval document mentioned above. • • • • • • • s • • • The submitted documentation was reviewed by Manuel Perez, P.E. • • •••• • • • • • • • ••••• • • • • •••• ••• •• • • •• .•• • ••• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • •• ••• • • • • • • • • • ••• 04- 0528.05.max • ••• • • • • • • • • • • • •• • • • • • • • . •• • • • NOA No 04- 0528.05 Expiration Date: June 28, 2006 Approval Date: July 15, 2004 Page 1 Atiltgir 607H we •• • ••• • ••• • •• • • • • M r . l8.1Z010 PROWL% • • GLAZING ,erROINCT • • • 0 • • • • [. ..,•• (R. • d/7NDOWS.MU1.LED TOGETHER F0I1' DETERMINIH ' ALLOWABLE QRSK/td J'RESSLOR6 WE TABLES ON �4G 5 & •6 • • MAX OPENING I. P1 OR W1 +W2 OWL' UNGTH = H N - Hl+H2 (1) WINDOW MULLED W /QNE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H14-H2 MULL LENGTH = W . 1. FOR ANCHORAGE TYPE, QUANITTY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 titi 2. WINDOWS MAY BE MULLED TO A MAX. OF 7 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT 4. REFERENCE TEST REPORT FTL -2802, 2903 AND 2975 W2 FF W W = W1+W2 H e H1+H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M1) MAX OPENING = H OR HT +H2 MULL LENGTH = W OR WI +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = Hi W2-- -f- --N+3� W - W1 +W2 +W3 H - HI+H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR HT +H2 MULL LENGTH = W OR W1 +W2+W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 r/aevn -.ltli(L TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Noss Etv taa• tie rx 1 e — ADD NOTA/eO+r w7 mm's —NSW a 34275 P.J.R 4/28/00 1 " HEAVY WALL MULLION ARRANGEMENT DETAIL Pht 6a7/ 1529 Stew 24 * O•eBq Ma Arc *NOM . a 34274 MULLS 1X 106 6621 A • • • • f • IV 9) • • O I• • • • •. TYPICAL MULLION TO MULLION INSTALLATION TYPE "A °, TYPICAL MULLION TO STRUCTURE WITH 4$'000 BULK RE OVED FROM CONC. TYPE C°. r-2° OR e-1 M FJL as. ON OPPOSITE SONS SO AS NWT MOH ODER) SEE NON I NebL fr 1APOON (241f) � ON SLOES SiR1ACRAE Al FASTENERS NATST TTE AWE COWRY , PreOWO. SEE NOTE it 01211 MUL? SON TO �-�CTURE WITH WOOD BUCK( TYPE ..9°, 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUUANTITY OF ANCHORS FOR MULL —TO —CUP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CUP —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 fiE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. W001) BUCK AND CONC. TYPE eR•nuct, aktoggbieswissingar TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS Chia' FJ4 9 Ing6m A — ISO 7lDLfAYAY axon 4/28/QO 1" HEAVY WALL MULLION & CLIP INSTALLATION DETAIL saknot he soft shot ago Ms r•a Muus I X 206 6621 A ro70 78otatiOY oak P.O. B X t529 NOKONS. Ft. 34275 NOAONt% R 34274 • •• • • • _ • •• M QL T4 Y OF • • • ANfCHORS•SHOWN • A11E'PtP A PICTORIAL • • ONL ACORRICIt • • • • OF •• •• PLEASE • REFER ' CHART ANO•I9ND THE •••• ra get • 0 URE ••• RECO() FOR YOUR I 4-1 • � XENON. • •• Ic • ..� • • CLIP LENGTH CHART FOR Ix MULL MULL. SIZE A' rd Q ° MULL CLIP TWO (2) ANCHOR LOCATIONS DONUSAIM D90 # 1099 MIN. FROM ENDS (TYP) markamFL 227RUSWN 0901 1099 MIN. FROM (TYP) TI 14 Max. MAX affaidiurdinata ax t 1099 MIN. FROM ENDS (TYP)-1 1 " MULL CLIP W/TABS REMOVED ib (3) ANr=+-O LOCATIONS 277R16:011 0110 1 W99 MIN. FOUR f4 °SOB Lam( 'AtaNS 191110020N 1217 1 1099 MIN. FROM ENDS (TYP) r- MAX. MIN. '-4 FROM ' ENDS ) I" MULL OUP W/TABS REMOVED FOUR (4) ANCHOR LOCATIONS 120122/011 021 1 1099 MIN. -t f--- it'- -� 1° MULL CLIP SIX (6) ANCHOR LOCATIONS 21071251044 019 1 1099 1.209UC1112200a, sca4hYl.N9Ae91� Oe2Ae9i9�oiie MIN ENDS OW) —II O 0 0 0 O iJ I---- :4' � P /. :.. :1 „l• 471 1!,.� 22720$1011 RN 1 1029 A TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1. REFERENCE TEST REPORT FTL -2902, 290.3 AND 2975 r MFR 1e 73/04 Worn 9n P.J.P. 05/21/1 Beddow ANCHOR LOCATIONS rft 1" MULLION CLIP t070 tEC70Rk091' 01&ME AR 902 NM /1020/98 FL 34275 11024212. FL 34874 9a•y1erl MUDS 2r•/. IShemb 1 1 3 "6 X I. 6621 1 A • • • • 0 �. • • • 1 • 1 - i NOTE; 1. REFERENCE TEST REPORT FR -2902, 2903 AND 2975 -1 1 x HEAVY WALL MULLS MAT L: 6063 —T6 314 1 W& 'topknot IGO* A TO 8E USED ONLY WITH POT INDUSTRIES PRODUCTS 11.44 NC 1als /Q* �t a�a1 en 1 a - Apo NOTATION ORM P.J.P. ' S/ I22/0P 1 HEAVY WALL MULLION PROFILES 1070 TEC10101.00Y R JR? r FtMa+sss MULLS ix 4.06 6621 • • • VI co•••• c • • ", •••• I• • • • • 1x2x.375 OPENING WIDTH IN INCHES 2 Anchors 50 60 70 80 90 100 110 120 130 160 0 I s a Z M 42 155 142 134 130 130 130 130 130 130 130 48 129 118 107 102 100 99 99 99 99 99 50.025 115 100 91 85 82 80 80 80 80 80 ; 4 94 81 73 68 64 83 62 82 , 62 82 60 87 58 51 47 44 42 41 41 41 41 63 58 49 44 40 37 35 34 34 34 34 66 50 43 38 34 32 30 29 28 26 28 38 32 29 28 24. 22 21 20 20 20 76 32 27 24 22 20 18 17 17 16 18 78 30 25 22 20 18 17 16 15 15 84 24 17 18 6Q, 99 18 - - - - - - 86 16 - _ _ - - - • •11`1.11 - _ _ I•••144 • ". - - _ - OPENING WIDTH IN INCHES l0 • 10 70 80 90 100 110 120 130 160 MOTH IN INCHES . • • • .� Nou] 170 1 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 • •46 17% = +1 ' 1170 1611170 1541170 1501170 1491170 149 +170 149+170 1491170 1491170 a:ykj •`• • • M • 1170 1481170 1401170 1381170 1341170 1341170 1341170 1341170 1341170 ;(' 135 185 126153 119 142 1181141 9 2 192 118141 1111. 60 4271131 1161118 1011107 1001100 98 196 93 193 9 2 192 76176 63 163 92 192 76176 83 183 • 63 , $12111 99199 90 90 841,84 80180 88188 77177 85165 76176 84164 • • g t 197 86185 77177 72172 86 86 FMB 85 65 58 58 54 54 50 50 46 46 45 45 44 44 730176 69182 54154 49149 45145 42142 40 140 38138 37137 38136 •76 •.•78 671 s7 51157 50 150 45145 41 141 38 138 36 138 35135 33 133 32132 *8454154 45145 40 140 351.35 32132 301-30 28 128 27127 26 126 24'24 90 43143 37+37 32132 28128 26 126 24124 22122 21 121 20 120 19119 96 36 36 30 30 [ 23 23 F-a® 19 19 18 18 17 17 16 16 15 15 =Friu25125WM 23123 19 19 18,18EMI 17117 15115 - 1 - "1_ - 1 - -1- -1- -1` 1- -4- -1" -1- 144 '- - - 0� - 00 - - - - �0 1 •QTES; 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 Vertical Mull Mug Length k_Openjng- 4 Width Horizontal Mull O�NI �4 Length Multiple Mulled Units HIQUOLTIREVISED accaplykgsithdorierlas "s "r, .06 A TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS m� PJC 5/3/04 ,A - ADO NOTATION P.J.P. p 4/28/00 Robyn L �gg712 9B. oamnw+: PRESSURE CHARTS 7- HEAVY WALL MULLION l0%O =mow 04Jl P. BOX t5a NOKOMI4 AL 34275 NOK01•1 R 34274 swasAftra MULLS NTSJS a 6 Brooks, No. aw 6621 IA • • • • • O • o ' • to 3 • • • • OW t " 1014 v� J� 1x2.75x.650 314 Anchors OPENING WIDTH 84 INCHES 80 60 70 90 100 110 120 130 180 • • 42 48 69.24 60 1701170 1701170 168170 152,170, 1331152 1701170 1801170 170170 1481169 1701170 1411161 1701170 1381158 1701170 1371167 1701170 1371157 1701170 1371157 1481169 135,165 1171134 1361156 1241142 1061122 1291148 1181133 991113 125!143 112,128 941107 1x31141 109,125 901103 1231141 108,124, 881101 1231141 108,124 88 1100' 1701170 170,157 154 141 1081124 88 1100 170170 1701157 63 66 1261143 118,135 1101128 1031118 99 1114 93 1107 921105 88,97 87199 81 190 8319+5 77185 814 93 75 , 82 80191 73180 80191 73179 1231141 1081124. 881100 80191 73179 72 78 8 84 90 106 -1108 91 91 84184 87,87 54154 92192 77177 71 171 57,57 46148 81 }81 68168 63163 50 , 50 40140 73173 81,61 56156 44,44 67 67 58156 51 151 40,40 63183 52152 48148 37 37 80160 49149 45145 35,35 38129 32132 301 30 28129 58158 47147 43143 3313'3 28 126 58156 46 146 42142 32,32 29156 45 145 40140 30,30 25125 23123 98 V• -108 •••144 .ti.• 44144 31,31 38138 29126 3314,33 23 1 23 29129 20 , 20 25126 18,18 24124 17117 23123 15115 21121 20120 18 s 29128 4124 •1 • 1 • 1 • 21 121 18.118 17! 17 15115 1 -1- .1 - 1 - • 1 - 1x 416 Anchors • OPENING WIDTH IN INCHES 41 •,I0 70 80 90 100 110 120 130 160 0 • I•' • N. • • x • • • • • 42 170,17 17 11 4 17.01170 1701170 1701170 170,170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 •46 { . 5 1170 1701170 1701170 170 170 1701170 1701170 1701170 1701170 1701170 ii 1763 + d 1 170 170 169 170 162 170 158 170 157 170 157 170 5 $ 167 170 60 170•1 • 4701170 1541170 1431170 1381170 1311170 1281170 1271170 1271170 1271170 83 an= 99 170 144 170 133 170 126 170 121 470 117 189 116 168 116 165 116 165 1790 "1 501170 135;170 1251170 1171186 1121158 1081150 10E4145 1051144 105,144 15411 341170 1201165 1101148 1031136 981127 941120 91 1116 891112 881111 MO 110 1 5 180 112 140102128 95 118 90 108 86 102 83 98 81 95 79 93 ] 401170 1211148 1081129 991116 921106 87 199 83 193 80 189 78 187 76184 1281138 111,117 981102 90,92 83 483 77177 73 , 73 89169 66186 62,8G 1 121112 95195 82 182 74174 67167 62162 58156 54154 52152 48148 92 r 92 78178 67167 60 180 54154 154 50150 47'47 44'44 42142 29138 108 64034 84 54154 47147 42142 37,37 34134 32 132 30,30 28 128 26125 111 66169 501&0 43143 38138 34 134 31 131 29129 27127 26126 23123 144 27127 22122 1 9 1 19 17 r 17 151 15 , 1 1 1 1 • • • NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN 15 BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. Robert L 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 PE Vertical Mull Muti Length r- Horizontal Mull Muu Length Multiple Mulled Units 1- Mull Length \Opening Width A TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS r �F /04 Clisl tool A NOTAn(N7 Aram Rps P.J.P. A14/28/00 ►7 r 1` PRESSURE CHARTS 1" HEAVY WALL MULLION 7070 TECHNOLOGY DAVE Nommeit n. J4275 , re.' 4I raga TSI 6 6 a.. 6621 0 3 2006. BUILDING CODE COMPLIANCE PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ucY0-12)\ HIIAMI DADS AUNTY, FLORIDA METRO-DADE.FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 PGT Industries 1070 Technology Drive Nokomis, FL 34274 Scorn: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The do /mutation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHD (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window", sheets 1 through 6 of 6, prepared by POT Industries, dated 2/16/98, with revisions 12/29/03 signed sealed by Robert L. Clark, P.i3., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dace County Product Control Division. MISSILE IMPACT RATING: Large and Small Mme Impact LABELING: Bach 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 otleawise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any per, 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 lima t re. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at doe uNnest of the $gilding Official. • This NOA revises NOA 02-0305.02 and, rep nage t old evidence page E-1 and E-2, as well as approvaldocuroent mentioned above. • • • • • • • • • • • • The submitted documentation was reviewed by Theodore Berman, P.E. • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• •• • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • NOA No 03-0612.06 Expiration Date: May 20, 2007 Approval Date: April OS, 2004 Page 1 NOTES: LARGE MISSILE IMPACT WINDOW$ 1. GLAZING OPTIONS: A. 5/18" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUT/CITE OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" ANNEALED GLASS. 8. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PV8 INNER LAYER OF DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16° LAMI LG. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 3/8° AIR SPACE AND 5/16" LAMINATED MASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR SAFLEX/KEEPS4FE MAXIMUM BETWEEN (1) UTE OF 1/8" ANNEALED GLASS AND (1) UTE OF HEAT STRENGTHENED GLASS. D. 13/16" LAbI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS. 3/8° AIR SPACE AND 5/16° LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 P+/8 LAYER OF DUPONT OR NGTHEP IMUM BETWEEN (2) UTES OF 1/8" HEAT 2. raw:RATIONS.' R4 ear ox • • • 3. bESIGN'PRESSLIFT•RRfJIG: SEE TABLE 1 -3 ON SHEET 2 • • • • • • • • • • • • •••• • • • • • • •• •• •• •• 74p MAX WIDTH • 83 5/8" • • • 33 5/8" MAX • I' • DA • •APO• DAYLIGHT • OPENING • •■• • •• • a• 58 1/4" MAX FIXED LITE DAYUGHT — OPENING 63" MAX HEIGHT • •••• • •••C• • • ••• •• 0 • •• • • • • • DESCRIPTION V.T. / QTY. /LOCATION MOOR ©[2 a•ir)a3 G:.'u''ir'xi,.l m-i ]r. 1 11,1,i_Ra .;:.. Ear'. ' LL-1 l" 1 it :IYP?7 ' El "Tn" •. a { iP1 i IDENIM )i 5` AN 1 Eitu 1 t r —1 7. RBI - ai:JJ- • a :•I: A:11 _. •rIFIMIIIIMININIIII -12240 Illini 11mliGTrrnir •' IAMME ill►Y 2 IIF1I.TM cRialv:4II;r:1pi fa1ri.- •� 1drall r?I• ® lial F.t'Mr.r11_1��3L`L3©]iu irkill L11yi:1a relal],r'i•Zti!- 1 lZJ'. it . .123AIum. 6063 - 1•1aE. milt .. ' Mr SE1EXIOALMOICi ,`111•111111111M filia1111110Kalri tit= -Av.iti,i 6161-J11 [IDt, • • _ rl} 4IiniHI ff•*,L• tIMitIIMI'i":' E.Ia;N :17u4-1 .'- ti:JA:} ®l ��1' - 1?l'1,r1! [71� 7LI iiiI' U.7'�.. -ii 4 - x . •:• -"IL Fl SMS V : X' • a 7 ❑- Inr':. •7• .1 " i tti11.L-11FNIMMT ':3 _ 1_ LTLA.ii$: 1111-1 Mill id SWEEP LATCH 1°9. FRIL:ia 311111 Qii.'11F � ri t E 4' 11'r�'ll : •1.� . 1 ME '. ►1- 1:1.ioll4I2 Roller Housin LT1'i> � :111 Eli LC' Off.q.".ar311al L11 7 ra & mt . ran IfEKLF �!i LIII F «• EF jZ1111 p : • • a LTA F . PiLti .l:r %..Rit::l 1tli tABili17111111111111•1111117fltCICII1IMITH1 i3:14�:7T:[;.:� -- 4: UTAL CIIIK [3 -i; 4a-41I :taTP•ZE- idUZi � ailfflUtt l• .090 1L3rt;4 I ►I'4I11.11;XRIUM IERIEL• IAMMI ilaT:�_'._�4. (�[y., tI • :. • • ., T I:lI:•!1' W :�:.5" lam' •S�1irii'Mall : 1 • : •y 32 16 .G.. 1 8 i EN a• '- «, 5 1 IV 1 8 HS. ••T•. 1 8 MINIATURE CUE CASTING PGT.214.XX IMO 50 6 -1 67 7 5 X 57" MAX VENT DAYUGHT OPENING 6" MAX 6" MAX. 8" 4" MAX -- -""i°, '�+ -- 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS PER _ SHT S. HEAD 4_511.1.i •""°uyrT� MAX. 6" FROM CORNERS. 16wIN MAX. 4° & 8" ON EACH SIDE OF MEETING RAIL CENTERUNE. c . MAX. 15" SPACNG. At9MBB; MAX " FROM CORNERS. MAX 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REVD. 6. REF. TEST REPORTS: FTL -1969 & FTL -3740 �1 y 1;j ill Lit T N. F. • 1/ iFotidenw 12 2_9103 0 A18129 QASS 7 23/0J FIV0,7115 1O ant 28 Itotwonin 4 4/03 E- 2.3,8 AW 29-132 %02 rriFSE0 1107E , Dom AB W98 OX ELEVATION & B.O.M. (LG. MISSILE) 1070 TECHNOLOGY OH NE NOKOWS, FL 34270 P.O. BOX 1828 NOKOMIS. Ft. 34274 ALUMINUM HORIZONTAL SLIDING WINDOW St, lodok 8th oro•dro No. Rrn H9-710 NTS ` 1 0 6 1 4112 G COMPARATIVE ANALYSIS TABLE 1. GLASS TYPES A & C A. 5116" LAMINATED (1/8" ANNEALED, .090 PVB,1/8" ANNEALED) C. 13/16" LAMI I.G. - 1 /8"HEAT STRENGTHENED, 3/8" SPACE, 5/18 LAMI (1!8"HEAT STRENGHTENED, .090 PVB, 1/8"ANNEALED) FTL -1969 & FTL -3740 WINDOW WIDTHS WINDOW HEIGHTS 37. 8.1 44.000 cam umi CM COI L %W J -7 0 11101011111112EAMIMMILIZAIIIMEM11 L 1 U 1J 66.7 -75.0 IEJUIMEEMEIMILLO 1:01 -Ms - •0 L UI LAW -75.0 caul 5.0 MAUI - 5.0 [ I +] (4 % -60 :iced 1t I -61.6 XJ r.��1:091 IL IMUINEM 66.7 -75.0 111=11 *Fagan. IIIIULMINI E CUr lukintaa Kea WWI EMI WM LAI ELM CM WWI �•0 Wzfal ELM =Li tail 1=1 5 •7 11E261 NUM Eall Ian ILtEll w 66. 66. - .0 44.3 -422 -41.3 :5.5 ; 9.0 r 7 -75.0 60.8 -80.8 53.f 70.000 gg .74.000 86. .95.0 .58,7, -58.2 51.3 - 51.3 44.2 -44.2 3/.4 - 37.4 36.8 4 .2 .2 -53.7 46.3 -46.3 39.1 -39.1 38.3 T, 3 5 4a7 -43.7 43.2 irsajirau KEIJI T' r - • -40.0 .7 7.9 -37. -38.3 37.4 -31.4 38.8 - 36.8 36.1 -38.1 -36. 36.1 - 36.1 35.5 -35.5 34.8 -44.8 CUIWAIIATIVeAlOtLYSISYAIE2. GLASS TYPES B & D FTL -1969 & FTL -3740 1.X/WLAMINATED (1/8" 2IEAT 6TRENGTHENED, .090 PVB, 1/8" HEAT STRENGTHENED) 0.43/16" LAMI l.L3, - 118 "HEA1'STRENGTHENED, 318" SPACE, 5116 LAM! (1/8"HEAT STRENGTHENED, .090 PVB,118 "HEAT STRENGTHENED) WINDOW •--• -- alopr, .26.500 Z7:001= ...95.0 66.7. -75.0 •441999 3! 125r 66.'• • • -75.0 WINDOW HEIGHTS r 60.000 - - - 63. • a.' -75.0 66.T - 75.0 66.7 -75.0 68.7 J -75.0 68.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 stsiz. -75.0 66.7 - 75.0 66.7 - 75.0 66.7 -75.0 66.7 - 75.0 66.7 - 75.0 66.7 75.0 66.7 -75.0 r■r •S'8A. -75.0 66.7 -75.0 86.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 .17••• -75.0 • 66f _ -75.0 86.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 68.7 -75.0 60 I• •, f 5.0 66.7 • -75.0 86.7 -75.0 66.7 -75.0 68.7 - 75.0 66.7 - 75.0 66.7 -75.0 66.7 -75.0 68.7 -75.0 63.000 66.7 5.0 66.7 - 75.0 66.7 - 75.0 66.7 - 75.0 68.7 - 75.0 66.7 - 75.0 66.7 -75.0 66.7 -75.0 66.7 � -75.0 66.000 68.7 -75.0 66.7 - 75.0 68.7 -75.0 66.7 - 75.0 68.7 - 75.0 66.7 -75.0 66.7 - 75.0 66.7 - 75.0 68.7 -75.0 70.000 66.7 - 75.0 66.7 - 75.0 66.7 -75.0 66.7 -75.0 68.7 -75:0' 66.7 -75.0 616.7 - 74.9 66.7 - 73.5 66.7 -72.3 74.000 66.7 -75.0 66.7 - 75.0 66.7 - 75.0 66.7 - 75.0 68.7 - 74.8 66.7 73.5 66.7 - 722 66.7 -70.9 66.7 -60.6 NOTES; A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TAB ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. ilwid 9,T OAK fil;fr 11 L. I6� OWL PE Mame aft 72Date 12 /03 F- UPDATE TABLES 3/03 F-CORICT TAME 3 t& 4%4/03 9%8/02 E -,AIJD 13/18' WACRES RriffikED TABLES 0 B 2/18/988 GLASS TYPE COMPARATIVE ANALYSIS 1070 TECHNOLOGY OPNE NOKOMIS, P1. 34275 NOK05 Fl-1 174 ALUMINUM HORIZONTAL SLIDING WINDOW $8516 lbJN: Seo1K Sheet Drawing H.. OW: HS -710 NTS 2 6 4112 G 1/8" HEAT STRENGTHENED GLASS 5/16" LAMINATED —+ 13/16 NOM. .090 SAFLEX KEEP /SAFE MAXIMUM A OR DUPONT PVB INTER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/6" AIR SPACE • t. STRENGThENEEDD • • • i;LJ� •SS • • • • • • • •• ••••9 OR • • • •••• • • • • • • • • •• • {� • • OUTSIDE. 0 0 1 1 1 • 1 • • • • • • 1 ••• 4141 •.. 2 • 1 M 1 -�1Cir --- 1/2" — GLASS BITE TYP. GLAZING DETAILS: 13/16" (.825) I.G, REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 INSIDE LLH: (E)1G1ASS OUTSIDE SUITE JNSIDE r� j� r� 1/8" ANNEALED GLASS — 2 .090 INNER LAYER (DUPONT SA LEX/KEEPS FTE MAXIMUM) 1/8" ANNEALED GLASS GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS V L ask P.& INNotuat Roma K mow 6y: awed Sp i" yam w D.B. 12 29/03` us e4Z nAE 7 23/03 17 SLUE' Parobtkor 4 4/03 E 13/16" LG. /02 p-ADt) GLASS TYPE 116/98 SECTIONS & GLAZING DETAILS 1070 TECHNOLOGY DRIVE NOKBMIS, FL 34275 P.O. 80X 1929 NOKOMiS, FL 34274 ALUMINUM HORIZONTAL SLIDING WINDOW SrH-J{p -Nr Itaiat Shook HS-710 NTS 3 or 6 OrowMq No. 4112 G • • .' • • ROUGH OPENING 2.710 • jam • .' • .... .. • • VENT DAYUGHT 0P EXTERIOR 2.094 2.710 ROUGH OPENING VERTICAL SECTION HORIZONTAL SECTION 4r L. Mk P.E. PE 439712 92440414 f��iai;iL ARK Rase es Raw ya Firefl 129/03 7223/03 D.a /oa 7u�a/02 2/6/98 Rakdona HOYE na128 RASS IR awboom F-113 019911S SYT EA00 129 -132 MN cuss TYPE SECTIONS & GLAZING DETAILS 1070 TECHNOLOGY TRUE NOKOMIS, FL 34272 PA. EQK 1529 NOMfl4. R. 34274 ALUMINUM HORIZONTAL SLIDING WINDOW swt../wtar &TOL Starr Craft we. Rws H5 -710 NTS 4 a 6 4112 G APPROVED WOOD BUCK (SEE NOTE 4.) • .. •. 1 1/4" MIN. x3/18' TAPCON (SEE NOTE 1) • •• TYP$&i L! •HEAD. SE£�i1ON_ • • SUBSTRATE ANCHORING •••• • • • • • • 1/4" MAX. SHIM • • • • • • • • • • •• •• •• • • • • • • •••• • •••• • •••• (SEE �KE1 1 • •. •• •••• • • •• • • • APPROVED 2x W000 BUCK (SEE NOTE 3.) 1 1/4" MIN. 1 /4" MAX. , SHIM 112 W000 SCREW TYPICAL HEAD SECTION WOOD ANC. {}H RING #12 WOOD SCREW NOTES; 1. USE ONLY MIAMI —DADS COUNTY APPROVED ELCO TAPCONS. 2. REFERENCE TEST REPORT: FTL -1989 & FTL -3740 3. INSTALLATION OF 2x W000 BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL 4. INSTALLATION OF 1 x W000 BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. 1/4" MAX. SHIM &3/1r TAPCON (SEE NOTE 1) 1/4" MAX. SHIM APPROVED W000 BUCK (SEE NOTE 4.) TYPICAL JAMB SECTION SUBSTRATE,C D� RING 1 1/4" MIN. 1/4" MAX. SHDA #12 WOOD SCREW APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL JAMB SECTION WOOD ANCHORING 1 1/4" MIN. Jimpusie 1/4" MIN. • • . TYPICAL SILL SECTION SUBSTRATE ANCHORING APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL SILL SECTION WOOD ANCHORNG /1 1144 r Ro0•eti. Q ii. PE. Swami 1070 7ECFDIOL0GY ORVE NOX01I5. Ft. 34276 P.O. BOX 1329 N0 C010X. R. 34274 pB ANCHORAGE 7123/03 x'4/03 06/02 216/98 ALUMINUM HORIZONTAL SLIDING WINDOW SIoNa/MI* SWIM Oat 16 -7d10 NTS 5 of 6 i 9 4112 14.4G • • • • -+-j �+— .705 .062 i 2.784 L -+1 ()FLANGE NGE FRAME JAMB •6063 —T5 ALUM. • .00. • •• • • • • • • . . ht;:f00: :§7y:: i7 % j� qq • •00• • • 000• • • 1.057 —46j • • • • • • • .• •• • .05iO..J 0 •. • 0000 0000 4IZJ 5/16: .GLAZING. @CQ • • ¢g§••.1.5 ALUM... • • • • • • 1.187 • .062 2.074 0 FRAME SILL ADAPTER 6063 —T5 ALUM. .062 1.403 2O FlXED MEETING RAIL 6063HS —T54 ALUM. .062 -- - .723 .688- k-T 60 WIND LOAD ADAPTER 6083 —T5 ALUM. .062 1.183 1.349 - 1 t 10 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 40 SASH MEETING RAIL 6063HS —T54 ALUM. .062 1.373 I�-2.710—�i 0 FLANGE FRAME HEAD 6063 —T5 ALUM. 1.097 T. J Q130 13/16" GLAZING BEAD 6063 —T5 ALUM. f✓ r Pr' Kab•C4 CM, P.E. NOME MOAK .062 1.349 — 1.291 1.970 Q SASH SIDE RAIL 6063 —T5 ALUM. .062 - -*4-1+-- 2.094 1.122 II h.' 2.710 —•.] Q FLANGE FRAME SILL 6063 —T5 ALUM. F.K 11/2/01 EXTRUSION PROFILES 1070 TECHNOLOGY WAVE NOKOMIS. FL 34275 P.O. 80X 1828 NOKOMIS, FL 34274 ALUMINUMHORIZONTAL II SLIDING WINDOW Oman No. HS-710 NTS 6 of 6 I 4112 G MIA IDADE BUILDING CODE COMP PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • V, 00- tsk AIIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST H AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 Ste: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division an Miaini Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and itas been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series FD-101 Outswing Aluminum French Door wI Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 8 of 8, prepared by manufacturer, dated 7 -12 -99 and last revised on 01 -17 -03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal 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 been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA: Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. • ADVERTIST.Mit:NT: 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 drone in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at•the requast of the Building Official. This NOA revises & renews NOA # 02- 07(82.01 and, Cossists;fillii page 1 as well as approval document • mentioned above. ' • . • • • • • • • • The submitted documentation was reviewedty Is�taq 1.•Clhanda, P.E. • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •. ••• •• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • • • • NOA No 02- 0927.13 • • • El/Anglian Date: February 13, 201R1 • • • • pproval Date: February 13, 2003 Page l ••• • • • • • • • • • • • • • •• •• ••• • • 38.125 MAX. 33 3/8 MAX DAYLIGHT 25" MAX OAYUGHT OPENOKi oxxo 71.780 MAX. ® 25 " MAX DAYLIGHT OPENING 38.125 MAX. 33 3/8 MAX OPEHWG 1 1 6.000 13.260 MINI& LUt . 7YPCAL 21.000 MA%. 96 • •• • • • .•.• • • .••• • •• .• • • • • • 8 21.610 •••• • • •••• • • --1 'MAK 4.000 • 4.008 4.000 MAX HINGE LOO. TYPICAL 13.280 HINGE LOC. 6.000 TEL LARGE MISSILE IMPACT DDOR5 ••• 1588 4AAX. 4.000 ( 4.E 13.50 MAX. 4.000 - 1 ■ 4.000 Four 1/4' Tapoorm or 5 /14 Screws Req'd at this Location. Top At Bottom. 1 98 MAX 85 1/8 MAX DAYLIGHT OPEP6V0 TYP. WAr F� - 1. 6.500 6.070 4.0° 00 / ARE 1W N HEAD 1.) GLAZING OPTIONS: (SEE SHEET 3 FOR GLAZING DETAILS) OPTION 1 - .402 (3/8') LAM M= (3/16' HEAT STRENGTHENED, .090 WNW LAYER 1/8' ANNEALED OPTION 2 - .402 (3M LAMINATED (3/16" HEAT STRENGTHENED, .090 INNER LAYER, 1/8' NEAT STRENGTHENED oPreiv .3 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED, .000 INNER IA1EA 3/16' ANNEALED OPTION 4 - 7/16' LAMINATED (3/16" HEAT GIRENGTHEVED. .090 INNER LAYER 3/16' HEAT STRENGTHENED 2:) DESIGN PRESSURE 247WS (SEE TABLES SHEET 2) 3.) ANCHORS: RS DOOR MA7. FROM CORNERS 6.500 (HEAD & SILL) MAX FROM CORNERS: 8.000 (JAMBS) MAX. SPACING AT HEAD & SILL: 13.500 MAX SPACING AT JAMBS: 21.000 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCE TEST REPORT: FT--2067 6.) SEALANT TO RE APPLIED AROUND THE FRAME CORNER & PANEL CCRNER SEAAL 38.125 MAX 33 3/8 MAX. DAYLIGHT oxo 37.500 MAX .2" MAX. 4 . OAYUGHT NIN -+� OPEG \ 2 POINT WCX OPTION 36.500 L4J 4.0 4.001 - 4.000 / / / / 1 / / 38.125 MAX 33 3/8 MAX. A 13.50 MAX. 13.60 MAX. 4.000 4.000 4.000 4.000 Ravad Bp Rood eta Re tlje F.N. On..• OH 1/17/03 99/02 8/20/01 // i2 /99 D-ADD D.O. DIALS 07/16 &LASS h 7,ES 8 -PER LE!!ER 8/17/0 L 8.000 21.E MAX, 7 21.m0 MAX 0.000 6300 maga UNEWFo euraisrigrft nos* *AVMs r Chiba Desesptibta ELEVATIONS OXXO & OXO 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. DOX 1520 IWKOMIS, FL 34274 ALUMINUM FRENCH DOOR W/ SIDEL1TES 6.4./M.d.t Na taw PD-1o1 NTS 1 er 8 972 D COMPARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 3/16" Heat Strengthened, .090 inner Layer, 118" Annealed ANALYSIS *!dente width Qty. of Slabs SIdelite Width Max. Door Widths Heights 79.750 83.750 87.750 91.750 95.750 I oxo i 1 22.000 37.500 -75.0 -75.0 -72.5 - 70.2 -68.8 75.0 75.0 72.5 70.2 68.8 1 28.0 37.500 -74.7 -73.2 -70.8 -88.5 -67.1 74.7 7a2 70.8 68.5 67.1 1 30.000 37.500 -64.7 -63.2 -61.0 -59.0 -58.2 64.7 63.2 61.0 59.0 58.2 1 33.000 37.500 -55.4 -53.5 -51.6 -50.1 -48.9 55.4 53.5 51.6 50.1 48.9 1 36.125 37.500 -48.9 -47.5 - 45.4 - 43.4 -41.8 48.9 47 5 45.4 43.4 41.8 0 X X 0 2 22.000 71.750 -75.0 -75.0 -72.5 -70.2 -68.8 75.0 75.0 72.5 70.2 68.8 2 28.000 71.750 -74.7 -73.2 - 70.8 -68.5 -67.1 74.7 73.2 70.8 68.5 67.1 2 • 30.000 ' 7•50 ••s• -64.7 - 63.2 -61.0 -59.0 -58.2 64•f , •B 2 61.0 59.0 58.2 ._ • 2 ...• ►• •33.000 i i• •',f. •••• -55.4► - 515 - 51.6 -50.1 -48.9 55•4 53x5 51.6 50.1 48.9 • � 36.125 *1_750 -44%4 •4 5 -45.4 - 43.4 -41.8 48.9.. 47.5 45.4 43.4 41.8 • • • COVI5AFTAIIVE 3/1E•F143'dt•trengthprrek• ANALYSIS *!dente width fAELE InnerLSyer Mtx•1locr Widths 4. - GLASS OPTION 4 J'1611HeatStrengthened • 1 • • Heights Ott or tialis 79.7119113!750 -75.06 r s7510 1 87.750 1 91.750 1 95.750 •: • • • 22.000 , •sf . • .. -75.0 -75.0 -75.0 75.0 •7&.0 75.0 75.0 75.0 • 4 ...ammo O 37.500► 1 - 75.�i. b -75.1 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 X 1 O 30.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75,0 1 33.1300 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 36.125 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 22.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 0 2 - X 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 -x 2 O 30.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 33.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 36,125 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTION 2 3/16" Heat Strengthened, .090 Inner Leyer, 1/8" Hea: Strengthened COMPARATIVE ANALYSIS TABLE 3. - GLASS OPTION 3 3/16" Heat Strengthened, .090 Inner Layer, 3/16' Annealed Qty. of Slabs Sldefte Width Max. Door Widths Heights Qty. of Slabs Sidelte Width Max. Door Widths He his 79.750 83.750 87.750 91.750 95.750 79.750 83.750 87.750 91.750- 95.750 1 22.000 37.500 -75.3 - 75.0 -75.0 -75.0 -75.0 I 0 N o I 1 22.000 37.500 -75.0 - 75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1 0 28.000 37.500 -75.3 -75.0 -75.0 -75.0 -75.0 1 28.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 X 1 0 30.000 37.500 -753 -75.0 -75.0 -'5.0 -75.0 1 30.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1 33.000 37.500 -75.3 -75.0 -75.0 -'5.0 -75.0 1 33.000 37.500 -75.0 -75.0 -75.0 -74.7 -72.6 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.7 72.6 1 36.125 37.500 -75.3 -75.0 -75.0 -'5.0 -75.0 1 36.125 37500 -70.0 - 67.9 - 65.7 -63.1 -60.4 75.0 75.0 75.0 75.0 75.0 70.0 67.9 65.7 63.1 60.4 2 �.� 71.750 -75.3 -75.0 -75.0 -75.0 -75.0 0 X X 0 2 22.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 0 2 X 28.000 71 .750 -75.3 -75.0 -75.0 -75.0 -75.0 2 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 X 2 0 30.000 71.750 -75.3 -75.0 -75.0 -75.0 -75.0 2 30.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 2 33.000 71.750 -75.3 -75.0 -75.0 -75.0 -75.0 2 33.000 71.750 -75.0 -75.0 -75.0 -74.7 -72.6 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.7 72.6 2 36.125 71.750 -75.3 -75.0 -75.0 -75.0 -75.0 2 36.125 71.750 -70.0 - 67.9 -65.7 - 63.1 -80.4 75.0 75.0 75.0 75.0 75.0 70.0 67.9 65.7 63.1 60.4 NOTES: 1. NEGAIVE DESIGN AADS BASEL ON TESTED PRESSURE AID GLASS TABLES AS1M E 1300 -98. 2. POSTVE DESIGN L3ADS BASED ON WATER TEST PRESSURE AND GLASS TABLES AS1N E 1300 -98. 3. GENERAL 0/0 - DAYUGHT OPENING 0/0 HEIGHT - DOOR HEIGHT - 10.875" 0/0 WOTH SIDEUTE _ SIDELITE WIDTH - 2.730" D/0 WDTH PANEL a PANEL WIDTH - 12500° "(0, Robed 2 PE Sruciural Oates 17103 9 9/02 8 20101 V72199 Revisions VI ES tr MID IVIE 3 Ram CAW =RI 88113 Revisionsc 8-PER LETTER 8/17/01 1191001E'T MEWED .taw`:241 0148 UMW DESIGN PRESSURE TABLES, 0)0(0 & OXO 1070 TECHNOLOGY DRIVE 119110 1113, FL 34279 P.O. 90X 1529 N AOMIS, FL 34274 ALUMINUM FRENCH DOOR W/ SIDELITES Serlesliicelet Pao* amb Draft No. INTSI 8 972 Q —4F 3/18" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8' ANNEALED • •• • • • • •IJO(2R • • • • • • • • • SIDELRE3 • 3/18' HEAT SRENGTHENED .080 INNER LAYER (SEE NOTE 1/8" ANNEALLO • • •••• • • G1 ZINII OPTION I. .402 j3 /8 ") Ldb&MaTFQ: •• •• •• •• • • • • • • • 3718' HEAT STRENGTHENED TIC AYER (81e•NST). • 3dIV•HEAT STRENGTREW •• • . 1 11 1 • =• • ••• 141 • ij `ie•144r: I • •• 3/18' HEAT STRENGTHENED IF3/113* HEAT SMENSMENED .090 INNER LAYER (SEE NOTE) INNER LAYER (SEE NOTE) 1/8' HEAT STR0IGTTHBED 1 /Li HEAT STRENGTHENED 3/18' HEAT STRENGTHENED .090 INNER LAYER (SEE NCOE) 3/18' HEAT STRENGTHENED • •• • • • SIDELITES GLAZING OPTION 4 7/16" LAMINATED MDR SDEUTES GLAZING OPTION 2 .402 (3/8•j LAf1INATEO REFERENCE TEST REPORT: FTL -2067 —1F 3/18' HEAT STRENGTHENED .090 IW41ER LAYER (SEE NOTE) 3/18' ANNEALED 3/18' HEAT STRENGTHENED .090 99ER LAYER (SEE NOTE) 3/16' ANNEALED SIDEL/TE'S GLAZING OPTION 3 7/16" LAMINATEQ NOTE INNER LAYER MAY SE DUPONT BUTACI7E PVI3 OR SAFLEX/'(EEPSAFE MA00MTUM. Rebut L Clark. P.E PE 2 Structural Raid Bye Oat• Rohde= VT 1/17/03 THIS THIS go F.IG 9x/02 C ADD 7/16 GLASS Rand By: Rovisionst P.K. 8/20101 LE1TtR 8/17/01 Drawn O.E. 72/99 MEWED MO*, Plonk twinibigOrso s GLAZING DETAILS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1829 NOKOMIS, FL 34274 ALUMINUM FRENCH DOOR W/ SIDELITES M-101 NTS 3 d 8 N 972 SWUM' • •• • • • • • •••• HORIZONTAL SECTION • •• • • • • • •••• • • •••R1OR'••••' • • • 37.500 33 3/8 MAX ••••• 11_ EA, toms la" •••• SEE SHEET 3 FOR ANCHORS ROUGH OPENING • INTERIOR • " "• •••• • •• • • • • • • • HORIZONTAL SECTION SIXO REFERENCE TEST REPORT: FTL -2087 .4„d Nand Up -. Nettokrow F.l 1/17/03 0 -No CM r 1S SNT 1/fAi Robot L. Clark. P.E PE #39712 Structural F.K .7499 /G2 Rend F.K 8710101 8 /20101 D 9 72199 SECTIONS rye C�CHG 1715 SLIT PER LETTER 8/17/01 RENEWED «... Aateliens Shifts 70701, 342 ALUMINUM FRENCH DOOR W/ SIDELITES Settes/Nalafr Son* S NTS4 d8 N. D P.O. BW7 1529 PL 34274 • • • • • ••••• • •• • • • • VVe, Robed L Clark P.E PE `12 O r ar- r r , =r! -- .� y1: /r >_rf,T4 ■rim 111110111=111111 IFavalltrZfOR, !>• •��T1Lii.zrn .71 lrgfr'A-Z-N7X 717Tri]r ", t ?rv_ii(0111r?A1px_tl wig Wi lriF'LYA12: z:; .r C EZT,M ' ILF -tt 3:1:•i11•E=IC31 7<z E■Etira. ',.:..rq »R.. .W..#'- i ». r. Ali,JMrr►r,wrif1111. BERM. T L,,w, L11rr:7rr14► ):Tr1:I/� ir-1 I.Lr /31F111111[°,r ;M rlri•'+ "41•111111111■ WAWA rT WAN fenWTY-41411#1111i.:AZ-,";W;e1EVIA11111111(7,211•MIETTIMMEO/1TLIZEW, ;.�4,41PIIMMIFPRI CM•r mr ri nw%. rrAv4ca rz9JQr 'Er1.1 't>_�r41tOM 7 P4r�= EYE/ lP:l, .' �.y,`-C -'1 /(..•l tY 7[1.11 ,'-t, 7r' ARM EiE7E7t[r'illi;ic� l CI; EI'Cii rte'« lr «. La Zi�r rrd:'ITcii 108:04. - 1♦IMMMINGEF2E" NUM E, lr "Illa?li EiM11111111 I;3'!_>tit'xl•EMIDlrD, Et>t F 'N7 Ik4T r F ❑ • rT 1tc1� xT`t3,.'�:�QFl1 EOM rLt� a ,::AMr. ,'.. K 1. 111•1rlr87)7 EL'l1ii .[L37zYL�:l17V. :WM E7tI %Li7r :. tll sk::lr'y, �''[c3Y[Ti7E IfI L3IFMJL ' i :':14 r, 41i Eitri411111Luz31 .'1 41 r +1111111F1,if31Cftri' LAC• frfi om .1411d. . FI3iGZIi�IT7 ^ ^01130 �Yi7f,3 �tIQI lr AIM a : 1 TlLdt ' tilI 11111 r- it- 3L!'' -n. 'NI LM6..0 1•Ly,.W rFI�Z r [ tf. _2;�r rir� ;._.:;t �mum ul in -E'!>• 1111E411M11a*,,, /ark NAM Er±:±Ciiii/ Erl•[.` TFII?4rti[ori: FP.: riANNr(!r;ir,..:4•1111•111•Mfi(')1[-rt l31 F_ `ZIET .tr a T'E i -, : C- it.€.1• I r.7n,Y. , %xzi1• FI. tkil C miL ■E'11F S `L1•�r.:P !F"7E47;ryriiWm' re, t <; 1N11 TIrn Winn r.! P2': W •F- 77x: G'LI'B IFI`f3I r- IFIa nz..i_ = : r r- : „ _,17A ICKON WPM 4110,711' 7 r.IVIr.1■QYwIF ALI FFliS'rfiffrt :11M.i1t£e^ Fr'fL"7T= I[':T)JrlTr 77 . X )1 f' - -,, n Lr1Vi iii' 1 1rMil•3ilr2 37111•111111 lIEW31 sr Loner /JOTES; 1. QTY'S 17 BRACKETS ARE TAR 0x0 CONFIGURATION 2. REFERFJW2E TEST REPORT: FTL -2057 load * Data Redstone F ( 1/17/03 0 -A0 CHG THIS Stir FL Revisions F.K. 9/02 C 7/161. GLASS F.K. 00/01 8--PER 8/17/01 0.9. 772/98 BOLL OF MATERIALS PRODUCT SURSGWED aveswee=witit the FIRM AnonnameLMEW a1 %W . i.,AaalF e Obiie� 1070 TECHNOLOGY ° ALUMINUM FRENCH DOOR W/ SIDEL +TES Draft No. NOIGNIEL FL F13-1101 I NTS Sheets 8 972 B P.C. BOX 1528 NMKOMB, Fl. 34274 4.000 • 1.750 .062 • • • •••• 1. 4.100 • •• • • • 1.750 .062 DOOR PANE1.•Hl!!D 8 Slll • •/� r47\ k:1•14463-75 WK • • • • • �J 6063 -T5 ALUM. • • • • • • • •• • •• •• •• •• • .••• •••• ••• • 050 •••• I.620 •••• •••• • • .... • •• • • • • wEa7tIER.A 2to:cHANN a 6063-75 ALUM. EL .375 1.0. 8125 HINGE EXTRUSION ./;z‘ 8 6063 -75 ALUM. .125 .125 11 TRUSS CLAMP 6063 -T5 ALUM. 4.100 1.750 QINTERIOR� ASTRAGAL 6063 -75 ALUM. o 1. 4.100 ODOOR PANEL, 60E OR ASTR AL 9 O=SWING THRESHOLD 6063 -75 ALUM. 6 FRAME JAMB 6063 -75 ALUM. et' 4.675 4.675 hb I� 'Clink Pi j3.712 P. Stroatvl Rowad F.K *ad e, F.K. all 17103 9/9/02 9/9/02 Reolsionee 0-N0 CHG 7141S SHT C-NEW SHT MOW MOM etexpkie wig' Aw11a liSi a' I�r10aMl1+� Miss EXTRUSIONS PROFILES, DOORS 1Dxa__ ALUMINUM FRENCH DOOR W/ SIDELITES P.G. 80X 1828 eaie4 Shistz Dm** Na PL 34274 FD-101 NTS 6 d 8 972 100 4.586 • • • • • • • • •10,111 .075 •• • • • • • •••• • • •••• • • • • • • • • .082 --it— • • • • • • ! •• •• •• •• • • • • • • • • SIOfLSIE B0 r�AA. ? .6053—T5 ALUM.. • • • • • • • • •••• •••• • • • • •••• • • • • •••• • • • • • .750 4OSIDEUTE JAMB ADAPTER 0 6063 —T5 ALUM 38 OSIDELITE HEADER 6063 —T5 ALUM. Robot L Clark, PZ PE l2 F.K FX :ao99/02 C —NEW SHT "FiC. 979102 33 OSIDELITE JAMB 8063 -73 ALUM. MOW al610a0E6 Vab=1141010 610 0100k �SMMLt � /.dig thliko EXTRUSIONS PROFILES, SIDEUTES 1070 72122401.00Y WIVE NOKOMIS, R. 34275 P.Ct 50X 182,7 N Cdlf R. 34274 law ALUMINUM_ FRENCH DOOR W/ SIDEUTES OnNdag No. O FD -ror NTS 7 4 8 972 17 Ix WOOD BUCK (SEE maw 3) • s. TAPGON (SEE NSW 1) TYP. HEAD 114 PANNEAO 1.500 • • • • • •• • • MTN. •.• •• • • • s• • pEcsvon NOTE 2 • •• • •!•1.•••• d .5 •• i - • •••• • • •••• ,A • • •••• • • TYIP. JAMB •••• • • •1 4-TAPOOk •••• • 1.5 • TYP. SILO • TYP. SILL 1.500 %VOTE ?) 114 F1ArtE41 TYP. HEA13 1/44 TAPCON (SEE NOTE 1; 1.800 .250P AX •i TYP. JAMB TYP. JAMB /SIDELITE REFERENCE TEST REPORT: FTL -2067 4 1.500 ..•.•.. • • 2x WOOD MOT (SEE NOTE 2 (Stie TAPCOY E NOTE I) TYP. SIDELITE HEAD 1/4' TAPCON (SEE NOTE 1) 4 114 FLATHEAD TYP. SIDELITE HEAD 114 PANNEAD A: TYP. SIDELITE SILL NOTES; 1. LSE ONLY LOAMI -04DE COUNTY APPROVED ELCO 0 DW TAPCONS. 2 INSTAL ATION OF 24. WOW BUCK TO THE SUBSTRATE BWRNEERED SEA4RA7ELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 3 1NSTAUATION OF 1x WOOD BUCK TO DiE SUBSTRATE TO BE SWITTEERED SEPA147ELt TYP. =ELITE SILL (S NOTE le i1/ •2 PE Structural Rood ay: oae• RwPdomr F.1 1/17/03 D—NO CHG TICS SNT Rend Sys ReMeona: 9 8/02 C—ADD NOTES Fox. 8720/01 8-PER 1.ET1ER 8/17/01 0.9 7/ 12/99 ANCHORAGE T&tm ainavio 'Stem Roth& eqpirseis t .,t3 wow 1070 , TECHNOLOGY 27° ALUMINUM FRENCH DOOR W/ SIDEL'TE_S &Hwy..* Soy* Shaer Ditrwing Fn 101 NTS 8 a 8 972 D PA. 905 1529 MOMS, FL 34274 6' oci ®x206 Md BUILDING CODE COMPLIANCE C COi PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW -701" Aluminum Picture Window -U/11 APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 7 /14/03, with revision "A ", dated 12/15 /03, 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. 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 been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA aM be $rovided to uje•by the manufacturer or its distributors and shall be available for inspection at the ;lb sits gt titerepassittOhe puilding Official. This NOA consists of this page 1 and evil c% g*s'F, tuirEz2,isjiidll as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. • • • • • ••• • • • • • • • • • • • NOA No 03- 1105.01 • • • • • • • • • • •• • • • • • • • • • • • • •• • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • •• • • • • •• •• ••• • • • ••• • • •Ea:pirat1on Date: February 19, 2009 • Approval Date: February 19, 2004 Page 1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7116" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAF.EX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIG4 PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. •..• • .. .•F"L'ECNGED 41AIIXANCH81AGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) • • sfiUD & STWj • •ICIAX. 8•11" FROM CORNERS •. • MAX. 4110.0 .,®.MAX.8 $ "FROMCORNERS • AAX.1:111 016r "(PFSIGN PRESSURE LIMIT6614O 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) • • • • • 4 411VT GRAL F{j'J UNIT ANCIIIQRAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) , D & SIL1,: • AT EAQI rA NER • •, PAX- 5; Q.C. • • JABS: AT EACIJ MOINNER • • • •'VAX. 5" Q.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 8 12" FROM CORNERS MAX.11 "O.C. JAMBS: bta 'MAX. 8 1/2" FROM CORNERS MAX. 11`10.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 & 10 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOIN- SEALANT IS USED ON ALL FOUR CORNERS OF TriE FRAME. 8. REFERENCE TEST REPORTS: FTL. -3835 & FTL -3850 POMO Dag ,2161 • NOM '1. tilVIC'l flower Or Cote a.edk F.X. Orme Dr F.K. owe 12/15/03 77/14/03 A REDUCE ANCHOR SPACING er• Ow: 1070 TECHNOLOGY DRIVE NO/1010S, FL 34275 P.O.8071329 NOKO MS FL 34274 PAGT NOTES & TABLE OF CONTENTS raz ALUMINUM PICTURE WINDOW, IMPACT 7 Visibly Better seeeassast PW-701 f8u" SAM: NTS 1 of 10 42594 A Robert L. Clark, P.E. PE 939712 Structural 3/16" ANNEALED OR HEAT STRENGTHENED GLASS • • • • • • 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVBINTERLAYER 3/16" HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS • • • •• • • O"UTSIDI; • • 11/16" NOM GLASS BITE • 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVBINTERLAYER 3/16" HEAT STRENGTHENED GLASS (CO (ki OUTSIDE F1 OR 11/16" NOM GLASS BITE 1 1/16" LAMI 1.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) APPnovea iTo':l1Te]G1'Sr•2_ Read Br - Rowe ar Rift Nr—balar F.K. 12!15!03 Oar. F C 7714/03 -Reliderte: R A "7 NO CHANGE THIS SHEET DAN 1070 TEI4V0LOGYORMVE NQICMIa F1. 34275 P.O. BOX 1529 NOR7dB9 FL 34274 GLAZING DETAILS nft ALUMINUM PICTURE WINDOW, IMPACT Visibly Better PW701 1 NTS f 2 a 10 1179441 au 4259 -4 "wa A 14,fr ,04 Robert L Clark, P.E. PE 539712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX AREA = 20.71 SQ. FT. • • MAX ak t 96" X4T.. • . • ••Of. MAX. AEA = 24.41. • Q•.Fr. • • ••• • • • • ••• • .. • HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. tear awed Or 0ae: A*: QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. ARCH. MAX. SIZE =48" X 98" OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID MAX. SIZE = 48 "X96" OR MAX. AREA = 31.99 SQ. FT. Rend fly: FJG F.K. 0w: 12/15/73 Owls: 7/14103 A [aeaaeer. NO CHANGE THIS SHEET Oa4: 1070 TECI W0.00YORIVE NOKOMIS, PL 34275 P.O BOX 1829 NOXGMBS, FL 34274 FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT Visibly Better 3 -•b1"t PW -701 saw mmo: NTS 3 d 10 Waft eta 4259 -4 Of"' i# Robert L t1adc, P.E. PE 939712 Structural HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 66" OR MAX. AREA = 25.22 SQ. FT. • • • FAN " "." MAX.6 y96" X't4�' : • IAAX. A "= 24.47 Sal. FT. • " HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 96" MAX. ELLIPTICAL MAX. SIZE = 96" X 4T OR MAX. AREA = 31.99 SQ. FT. 48" MAX. 45 1/4" MAX. DLO NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. Road Or m anemia's: 93 114" MAX. DLO RECTANGLE MAX. SIZE = 48' X 96" OR MAX. AREA = 32.00 SQ. FT. A MAX. SIZE = 48" X 96" OR MAX AREA = 3028 SQ. FT. TRAPEZOID MAX. SIZE =48 "X96" OR MAX. AREA = 31.99 SQ. FT. R Vaid Rwisiond Rend tor F.K. Dar: 1211903 A NO CHANGE THIS SHEET brawl 0ww Chodied Rd Ode F.K. 7/14/03 1070 7ECHNOLOGYORIVE NCKOMIS, FL 34275 P.O SOX 1529 NOKOM1S, FL 34274 P T Visfbly Better 4' PW.70f INTEGRAL FIN ELEVATIONS rar ALUMINUM PICTURE WINDOW, IMPACT 1 NTS 8Nu TS I 4 d 10 4259-4 1 A Robert L !lark, P.E. PE#38712 Sbucbuai OMPARATIVE ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI 1.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) GLASS TYPE: WINDOW WIDTH 49.000 AREA SQ.FT. WINDOW HEIGHT 28.500 A &C " 80.0 I -80.0 B &D 80.0 -80.0 54.500 A&C I B &D AREA SQ.FT. 60.000 A &C B&D AREA SQ.FT. 65.500•' '. MET. • A&C 73'.000 B&®• 80.0' • ••80.0 ..AREA S O T• 4.¢ I 442e* ' 80.0•• •9zso.0 a6.50g B&b 80.0• • •-80.0 • AREA SR PT. % 41 4,000- 000 I B&D . 80.0. • 0.0 9.698 80.0 -80.0 80.0 -80.0 10.786 80.0 l -80.0 80.0 t -80.0 11. ;75 80.0 _ - 80.0 80.0 -80.0 80.0 • ;80.0 _ 80.0 I -80.0 12.96f 15.465 80 :..so.0 34.000 80.0 I -80.0 80.0 -80.0 11.569 80.0 -80.0 80.0 -80.0 12. 68 80.0 I -80.0 80.0 -80.0 14.167 AREA SC:Fi' 16. 29 87.500 A &C 80.0 I -80.0 B &D _ 80.0 -80.0 AREA SQ.FT. 17.318 93.000 I A &C 80.0 1 -80.0 B &D 80.0 -80.0 AREA SQ.FT. 18.406 96.000 I A &C 80.0 I -80.0 B &D 80.0 -80.0 AREA SQ.FT 19.000 79.4 -79.4 76.8 I -76.8 80.0 -80.0 18.063 74.1 1 -74.1 80.0 1 -80.0 19.36 70.7 ) -70.7 80.0 I -80.0 20.660 69.1 80.0 -69.1 -80.0 21.958 39. 45.000 FTL -3835 FTL -3835 FTL -3850 FTL -3850 46.500 80.0 J -80.0 80.0 ] -80.0 13.441 80.0 I -80.0 80.0 I -80.0 14.950 80.0 I -80.0 80.0 1 -80.0 15.313 76.7 I -76.7 80.0 -80.0 17.031 48.000 80.0 I -80.0 80.0 -80.0 15.823 80.0 -80.0 80.0 -80.0 16.333 74.0 I -75.2 80.0 -80.0 17.599 74.0 r -74.0 80.0 j -80.0 16.458 69.9 I -69.9 80.0 -80.0 68.5 1 -68.5 80.0 -80.0 17.967 18.750 63.5 I -63.5 80.0 -80.0 20.469 74.0 I -74.0 80.0 1 -80.0 18.167 67.2 I -68.6 80.0 l -80.0 19.375 67.2 I -67.2 80.0 -80.0 20.000 61.3 I -62.3 80.0 -80.0 21.151 63.7 -63.7 80.0 -80.0 9.76 59.7 1 -59.7 80.0 -80.0 20.984 57.9 -57.9 80.0 -80.0 . 8r 52.8 I -52.8 80.0 -80.0 23.906 61.3 I -61.3 80.0 -80.0 21.833 56.1 -57.1 56.1 -56.1 80.0 -80.0 80.0 -80.0 23.667 51.9 I -52.1 80.0 -80.0 24.703 56.5 I -56.5 80.0 -80.0 .2.493 53.6 I -53.6 80.0 -80.0 24.002 51.4 -51.4 80.0 -80.0 25. 10 68.8 -68.8 50.4 -50.4 80.0 I -80.0 80.0 I -80.0 22.667 26.333 48.3 -48.3 80.0 -80.0 25.625 43.6 I -43.6 80.0 -80.0 27.344 42.5 I -42.5 80.0 I -80.0 29.063 41.6 1 -41.6 80.0 1 -80.0 30.000 51.9 I -51.9 80.0 -80.0 47.6 I -48.0 80.0 -80.0 26.479 25.500 47.6 -47.6 80.0 -80.0 27.333 43.4 I -43.2 80.0 -80.0 28.255 40.7 80.0 43.4 l -43.4 80.0 } -80.0 29.167 -41.0 40.7 -40.7 -80.0 30.031 79.4 -79.4 31.000 39.4 I -40.1 80.0 I -80.0 39.4 , -39.4 76.6 -76.6 31.000 32.000 NOTES: 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1I4° TAPCONS. DESIGN PRESSURES ARE LIMITED TO +1-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. I� 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST tujelrFaANGULAR SIZF IN TABI E 1. WHICH THFIR OVFRALL WIDTH Alp WIGHT DIMENS, ONS COMPLFTFI Y FIT WITHIN. Rune Hr Der: Rosati or Date: F.K. 12!18303 brava* Da* F.K. 7/t4/03 Revisions: A CHANGE NOTE 1 ANCHORING WITH 112 SCREWS Craw, OF Cdr 1070 TECHNOLOGY DRIVE NOKOMtS FL 34275 P.O. BOX 1529 NOK014111, FL 34274 Visibly Better FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE UWNDOW, IMPACT PIN -701 Sotto Stook Dook914. NTS 5 a to 4259 -4 1 A /#3 Robert L. (weak, P.E. P5 S39712 Structural COMPARATIVE ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B 7/16" LAMINATED GLASS (3/16 "HS 090 3/16HS) GLASS TYPE: WINDOW WIDTH C.1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3 /16HS, .090, 3/16" HS) FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW HEIGHT 7 oTi's 5I 1 $14 sT. .•• fyi 49 000 A &C 80.0 ! -80.0 B &D 80.0 -80.0 80.0 1 -80.0 80.0 1 -80.0 AREA SQ.FT. 9.698 11.569 80.0 -80.0 80.0 1 -80.0 80.0 -80.0 80.0 -80.0 13.441 15.313 79.4 l -80.0 80.0 -80.0 15.823 79.4 1 -79.4 80.0 -80.0 16.333 500 A&C 80.0 . -80.0 54 B &D 80.0 -80.0 AREA SQ.FT. , 80.000 A &C 80.0 ( -80.0 B&D 80.0 j -80.0 10.86 80.0 1 -80.0 80.0. -80.0 78.9 ( -78.9 74.3 I -74.3 [ - 80.0 80.0 -80.0 80.0 12.868 AREA SQ.FT. 11.875 E5' �• 8800.0 ' -80.0 • AREA SQ'Pr . . 71.000 I A& "� 80. • 80.0 , e$tl. 80.0. 80.0 -80.0 80.0 -80.0 14. 67 78.9 14.950 17.031 71.9 1 -73.1 80.0 -80.0 17.599 71.9 1 -71.9 80.0 1 -B0.0 18.167 72.2 ( -72.2 67.8 -67.8 80.0 j -80.0 80.0 -80.0 16.458 18.750 65.0 1 -66.4 80.0 -80.0 19.375 65.0 -55.0 80.0 /00-80.0 20. -78.9 80.0 -80.0 5.465 65.5 -65.5 61.7 -61.7 59.6 -80.7 80.0 -80.0 21.15 59.6 -59.6 80.0 -80.0 75.3 -75.3 X0.0 80.0 -80.0 _ 16.764 . AIWA SQ.FT.' 14.452 A&G • 80.0• .-80.0 • 76.• 1 I &D/ 80.8• +. -80.0 • • .A AEA SQ.FT. 15•14f 82J300 A &C, • 80.0• .$0.0 Bar 80.0 X0.o • • AREA SOPF..1 1 &.22§ 87 500 A &C 80.0 1 -80.0 = B &D 80.0 -80.0 AREA SQ.FT. 17.318 61.1 I -61.1 •56.4 1 -56.4 80.0 -80.0 80.0 1 -80.0 22.188 72.6 -72.6 80.0 -80.0 18.63 19. , 76 54.6 1 -55.5 80.0 1 -80.0 54.6 I -54.6 80.0 -80.0 22.927 23.667 57.1 [ -57.1 _ 51.5 j -51.5 80.0 r -80.0 80.0 j -80.0 69.4 ) -69.4 80.0 -80.0 19.361 66.4 -66.4 80.0 -80.0 20.660 20.984 23.906 51.0 1 -51.3 . 80.0 1 -80.0 51.0 1 -51.0 80.0 1 -80.0 24.703 25.500 53.8 -53.B J 47.2 l -47.2 80.0 -80.0 80.0 -80.0 1r . 93 25.625 2 51.0 f -51.0 42.6 80.0 1 -80.0 80.0 27. 93 000 A &C 80.0 -80.0 , • B &D 80.0 -80.0 AREA SQ.FT. 96.000 65.0 -65.0 80.0 -80.0 1. A &C 80.0 I -80.0 -1 63.9 B &D 80. AREA SQ.FT. o 19.000 80. -63.9 0 -80.0 22.667 24.002 46.6 1 -46.9 80.0 1 -80.0 26.47 46.6 1 -46.6 80.0 1 -80.0 27.333 -42.6 -80.0 43.1 1 -42.7 , 80.0 -80.0 28.255 43.1 ( -43.1 80.0 [ -80.0 29.167 48.9 -48.9 41.2 80.0 -80.3 80.0 25.10 -41.2 48.0 l -48.0 40.2 j -40.2 80.0 -80.0 _ 80.0 j -80.0 26.333 30.000 40.4 -40.2 . 79.7 -79.7 3'.03 40.4 -40.4 76.0 -76.0 1.r�i 39.0 -38.9 76.9 to-076.9 31. 39.0 -39.0 73.1 73.1 32. 0 NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 114" TAPCONS. DESIGN PRESSURES ARE UMITED TO +1-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST Rif CTTANGUL R SIZE IN TABLE 2. WHICH THEIR OVERALL WED . D HEIGHT DIMENS ONS COMPLETELY FIT WITHIN. Mir Rend Rear Data Reader F.K. Dar: 12115913 7/14/03 Rs,Mm.: A erg CHANGE NOTE 1 ANCHORING MTh 912 SCREWS 1070 TECHNOLOGY DRIVE NORMS, FL 3427E PO. 8 2K 1529 MOK0M19, FL 34274 I I 13 ( INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT S.atua..11gW oft in Visibly Better smeosbort P•701 I NTS I ° � 5 a 10 I°''d 4259 -4 Robert L. Clark, P.E. PE 039712 Structural 2.784" r._ 2.784" OUTSIDE • •. • • • • • •... • •. •••• • • MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH 4 HORIZONTAL SECTION •.• : (FLANGE. FRAME) . . .� .. • ;tI i :••• • •. • • • • • ••• •• ALONG ENTIRE JOINT SCREWED.0 RNER ASS'Y (FLANGE FRAME) MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE • JOINT WELDED CORNER ASS'Y (FLANGE FRAME) INSIDE MAX. DAYLIGHT OPENING VERTICAL SECTION (FLANGE FRAME) Read er Oars. noel G4 F.K. Gran tip F.K. aw: 12if 5103 °.u: 7/14103 itosislow A CMdatd NO CHANGE THIS SHEET 0tle 10707EGNNO AGYDRIVE NOKOMIS FL 34275 P.O. SOX 1529 N (fC S, FL 34274 a SECTIONS & CORNER ASS'Y, FLANGED r•r ALUMINUM PICTURE WINDOW, IMPACT Visibly Better Sistrelvdst PW701 1 Nisi 7 d 10 4259 -4 Ron A //4/6 Robert L teat, P.E. PE #39712 Structural • •••• • . • •• • •••• • • • • • • •• • • e • •••• ••• • • ill 1 ALONG .A1111 •••'JO NTH MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) •••• s 0.. • SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) Reriska: Oland IT F.K. F.K. aide 12/15103 Cato: 7/14103 amsker A NO CHANGE THIS SHEET Crrd•d8r pm I 1070 TECHNOLOGY owrve NOKGMIS, R 34274 P.C. eqx 152 AIOKQtl3, Ft 34274 Visibly Better MAX. WINDOW HEIGHT 2.784" ----- 0 0 0 a MAX. DAYLIGHT OPENING VERTICAL SECTION (INTEGRAL FIN FRAME) ddi/1"' ES CTIONS, INTEGRAL FIN es ALUMINUM PICTURE WINDOW, IMPACT 6.venetot suer Beret amwane PW701 NTS 8 • 10 4259 -4 j A 1t L Clark, P.E, PE 139712 Slnfc:ural ITEM DWG NO. PART # DESCRIPTION 1 4256A 64256 INTEGgAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD 11 4254 12 1224 64254 6TP247 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 • • •••••• Is • • • • • ••• .•• • ••• • 26- • «• • 4282 •• N• • • 2fil "• • • ••• • .•• • 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED • • • • • •••• 642'. ••• • • t• ••• .•• .1 1/16' LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED dUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM .Ft/B INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7116" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 ' DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM '1�VB INTERLAYER - 3/16" HEAT STRENGTHENED ••.•.• • • .•• • ••• •••• • • • • ▪ • • • •••• • • • • • 11/16" LAMI 1.0 GLASS: 3/16" HEAT STRENGTHENED ,OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT 4TRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT STRENGTHENED .050" .970" 1 ITEM 10, ITEM 11, 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6063 -T5 DWG NO. 4255 MATL: 6063 -T5 DWG NO. 4254 2.784" 2.500" ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A 1.875" �t-- .062" 2.784" ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 Awned soselft ltwitw Meek Ode Ii1JEl1 LL+I DEW 12/1;1113 7/7/14/03 800000: A (1000dey NO CHANGE THIS SHEET Dor 10701ECNNOLOGY DRIVE NOKOAKS, FL 642r5 R.O. Swc 1629 NOKOMIS, FL 30274 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT Visibly Better RW-701 INTS 19 s 10 I * 4259-4 (ter' Robert L Clark. P.E. PE 039712 S ueboal .130" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. • • • • • • • • •� WOOD BUCK OR FRAMING :.'INTEGRAL FIN DETAIL A • • • •••• • • • •••• • •• •• • • • • • • • • • • • • • • T 1/4" MAX. SHIM #12 SCREW, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. A 1 1/2" MIN. EMBEDMENT • "" • 1/4" TAPCON, 8 1/2" MAX. FROM • • • "" CORNERS &11" MAX. O.C. A (SEE NOTE 1) .. CONCRETE 114" MAX. SHIM 1 1/4" MIN. EMBEDMENT t 2x WOOD BUCK (SEE NOTE 2) 1/4" MAX. f SHIM T INTEGRAL FIN DETAIL B FLANGED DETAIL D (SILL ONLY) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. L 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. #12 SCREW, 8 1/2" MAX. FROM CORNERS & • 11" MAX. O.C. A 1 1/2" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) 1 /4° MAX. ,f SHIM T FLANGED DETAIL C 1/4" TAPCON, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) 1/4" MAX. f SHIM T 1 1/4" MIN. •• -• EMBEDMENTI • t SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E 1x WOOD BUCK (SEE NOTE 2) RewO OA.: Wax F.K. Raul •V thwn Frc ONO: 12115/03 77/.14/03 A mss» CHANGE NOTE 1 AND FASTENER SPACING 1070 TECHNOLOGY DRWE NOKOMIS, FL 34275 P.O. SOX 1520 NOKOb7S, FL 34274 113 c; ANCHORAGE - HEAD, SILL AND JAMBS r•a ALUMINUM PICTURE WINDOW, IMPACT Visibly Better Ptro701 NTS 0 10 4259 -4 1 A Robert L Clerk. P.E. PE 039712 Structural FLORIDA QUALITY TRUSS 3120 N.W. 16th Terrace Pompano Beach, FL 33064 Main Office:1 -800- 331 -6994 AIt.Ph:954-975 -3384 - Fax954-978 -8980 flgt©bellsouth.net Customer Information: Project Information: Name: Contece FIII in later Name: MATEO RES. Address: all, State, Zip: Salesman: House Account Designer: Can Serer Notes: 1 EngineerinE List Seq. Num. Qty Span Description Truss Slope TC/BC BDFT OH - L OH - R CANT -L CANT -R STUB -L ST, R' :_ 09 -G0-08 0f�i0i -6d Height 02 -00-000 i ••••11 1 2 I : • 37 V, e� _ - Ib& each it <r ---�' r``�- 3.00 0.00 2x4 / 2x4 23.98 47.95 00-00-00 00-00 -00 00-130 .AR.40 2 1 /Ell. a I ire ..�, e s._�4I..- each 3.00 0.00 2x4 / 2x4 2920 29.30 00-00 -00 00-00-00 x•0-00 i' •i 0•i i 0000 -0Q 00; -CtW 02 -0' .•• 03-00%. • 3 lit... 4 :YI 3.00 0.00 2x4 / 2x4 37.96 37.96 00 -00-00 00 -00-00 &VIM ere-08-1)0 00•0b -00 00-00-00 4 • 11H: I .r V 8 90.91 Ibe eadi �- 3.00 0.00 2x4 / 2x4 43.29 43.29 00 -00-00 00-00 -00 ilo -o8 -4 80 -004 00 -3fl!C) 00-06-1t • 03- 0b'd0" • 5 8 02-06 -00 C3 11.19 lbs. each 3.00 0.00 2x4 / 2x4 5.33 42.62 00 -00-00 00- 00-00 01 -06-00 00 -00-00 • 00-00 -00 00-00 -00 • 00 -11-06 6 8 04 -06-00 C5 19.18 lbs. each 3.00 0.00 2x4 / 2x4 8.66 6926 00 -00-00 00-00-00 01 -06-00 00 -00-00 00-00 -00 00-00 -00 01 -05-06 7 26 06 -06-00 J7 23.78 rha each 3.00 0.00 2x4 / 2x4 11.32 294.37 00 -00-00 00-00 -00 01.06 -00 00 -00-00 00 -00-00 00-00 -00 01 -11-06 8 1 12 -00 -00 V12 34.9 tbs each 6�-'' 3.00 0.00 2x4 / 2x4 16.65 16.65 00-00 -00 00-00 -00 00 -00-00 00-00 -00 00-00 -00 00-00-00 01 -06 -03 9 1 08-00 -00 V8 4.98 Iha each 3.00 0.00 2x4 / 2x4 9.99 9.99 00-00 -00 00-00 -00 00-00-00 00-00-00 00-00 -00 00-00-00 01 -00-03 ..----6::-- 10 1 36 -10-08 HG2 2 -Ply 772.2 Ibs. each 3.00 0.00 2x4 / 2x4 183.86 183.86 00 -00-00 00-00-00 01 -06-00 01 -06-00 00 -00-00 00-00 -00 01 -11-06 11 1 36 -10-08 S1 184.8117s. each 3.00 0.00 2x4 / 2x4 87.91 87.91 00 -00-00 00 -00-00 01 -06-00 01 -06-00 00-00-00 00 -00-00 02 -10-04 12 1 36 -10-08 H6 179.0 Ibs. each 3.00 0.00 2x4 / 2x4 85.25 85.25 00 -00-00 00-00-00 01 -06-00 01 -06-00 00-00 -00 00 -00-00 02 -11 -06 13 2 36 -10-08 lit 186.0 Ibs. eaah irr► _ : 3.00 0.00 2x4 / 2x4 88.58 177.16 00 -00-00 00 -00-00 01 -06-00 01 -06-00 00-00 -00 00-00 -00 03 -05-06 14 2 36 -10-08 H3 190.2 tbs. each 3.00 0.00 2x4 / 2x4 90.58 181.17 00 -00-00 00 -00-00 01 -06-00 01 -06 -00 00-00 -00 00-00 -00 03 -11-06 15 1 36 -10 -08 H4 193.0 tbs. each _._ 'vAtllh,Avv - -- 3.00 0.00 2x4 / 2x4 91.91 91.91 00 -00-00 00-00-00 01 -06-00 01 -06-00 00 -00-00 00-00-00 04 -05-04 Page 1 of 2 • • • • • • •• • • •• • •• • En i ineerinB List Seq. Num. Qty Span Description Truss Slope TCBC BDFT OH - L OH - R CANT -L CANT -R STUB -L STUB -R Height 16 1 36 -10-08 H1 3.00 0.00 86.58 00-00-00 01 -06-00 00-00 -00 02 -11-06 181.81bs. each 2x4 / 2x4 86.58 00 -00 -00 01 -06-00 00 -00-00 17 1 36 -10 -08 H5 3.00 0.00 77.92 00-00-00 01 -06-00 00 -00-00 02 -05-06 183.8 ms. each 2x4 / 2x4 77.92 00 -00-00 01 -06-00 00-00 -00 18 1 36 -10-08 HG1 3.00 0.00 83.25 00-00 -00 01 -06-00 00 -00 -00 01 -11-06 174.8 tbs. each 2x4 / 2x4 83.25 00-00-00 01 -06-00 00-00 -00 19 1 36 -10-08 H1A 3.00 0.00 86.58 00-00 -00 01 -06-00 00-00 -00 02 -11-06 181.8 ms. each 2x4 / 2x4 86.58 00-00-00 01 -06-00 00-00 -00 20 4 09-02 -05 CJ7 • 2.12 0.00 17.32 00 -00 -00 02 -01 -07 00-00 -00 01 -11-04 36.36 the each - '-`1 2x4 / 2x4 69.26 00 -00-00 00-00 -00 00 -00-00 • • • • • •• • • •••• • • •••• • • •• •• • •• • • • •• • • • • • •.•••• • • • •• • • • • • • • • • •• •• • • • • • ••••• • • • • • • • • • • •••• • • • • • •••• • • • • • •••o•• ••• • •• • • • • Page 2 of 2 Job:(03824) 1 V16 Top chord 2x4 SP •2 N BM chord 2x4 SP #2 N Webs 2x4 SP •3 See DWG VALTRUSS1103 for valley details. 1.12" 3 X 12 6'10" 2X4 4X5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT 148 mph wind, 18.0011 mean hgt, ASCE 7-02, CLOSED bldg, not Wooled within 4.50 ft from root edge, CAT IL EXP C, wind TC DL"5.0 psi, wind BC DL=5.0 fit. Deflection meets L/380 live and L/240 total load. 6'10” 1'2" F1,2pci4(D1) PLT. TYP: WAVE FLORIDA QUALITY TRUSS TEL.: (904) 970-3384 PAX! (984) 97&8980 3128 N.A. 16th TERRACE POMPANO REACH, FL 30064 2X4 2X4 2X4 2X4(D1) FBCITPI0002(STD) CgfRT=1.00(12Sy1t o) QTY= 2 TOTAL= 2 2X4 Rv= -121 pIf U =100 If W=' �p�pr TR.,7:m< -w I r, o 11'. . - , .,:r, r,..:., . R TOBCa1-03 B� COMPONNT SAFETY IMFDRMATWN), PUNISHED B Y (TRUSS PLATE INSTITUTE. SG DONOFRIO DR. INDICATED, MADISON, WI CHO9)FORS.HAVEPPR PRACTICES MM TO PANELS FUNCTIONS. UMNLEESSS SSW ENTERPRISE OTHERWISE PROPERLY ATTACHED RIGID CEILING. CHORD SHALL HAVE A FURNISH COPY OF THIS DESIGN WC „�TBE RESPONSIBLE FOR ANY DEVIAATION FROM THIS DES FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITHTPI; OR FABRICATING HANDLING, SHIPPING, INSTALLING S BRACING OF TRUSSES. DESIGN CONFORMS W1111 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIG(LhNN� SPEC, BY AMA) AND TPL ALPINE CONNECTOR PLATES ARE MADE OF 20/15/160A EN EACH FACE OF TRUSS AND, UNLESS THEAM178E LOCATED ON THIS DESIGN. P081T10N PER DRAWINGS 1 1-2. ANY INSPECTION OP PLATES FOLUMED BY SHALL BE PER ANNEX A3 OFTP11;m02 SEC. 3. A SEAL ONTHIS DRAWING INDICATEBACCEPTANCE OF ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE WILDING DESIGNER. PER AN8VRM 1 SEC. 2. 6' • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • REV. 728.080820 TC LL 30.Opsf REF TC DL 20.Opsf DATE BC DL 1 O.Opsf DRWG BC LL 0.0psf TOT.LD. 60.Opsf O/A LEN. 18 DUR.FAC. 1.25 SPACING 24.0' TYPE VAL •••• • • •••• •• • • • • • •• • • • • • • • • • •• •• • •••• • • •••• ••• • • • • • • •• • • • • • • • • • • • • SEQ = 21842 SCALE x.3750 • 12 -13 -2008 )ob:(08624) / V20 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 See DWG VALTRUSS1103 for valley details. 3 2 8'10" 146 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Deflection meets L1360 live and L/240 total Toad. 810" 1'2".1 PLT. TYP: WAVE 4 •'U IT Y TRUS TEL: (954) 9754384 FAX: (954) 978-8980 3120N.W. 16th TERRACE POMPANO BEACH, FL 33064 ••• • • • • • • • • • • •• • • • • •• • • • •• FBCITPI2002(STD) Cq!RT =1.00(1.25)!10( 0) QTY= 1 TOTAL= 1 '�W ARp11N TI ES— REQUIRE EXTREME CARE IN FABRICATING, HANDUNO, . R5t'SRt 1'O 1 1-03(BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI �U�S IRATE !NM Sit, • 583 D'ONOFRIO DR., SUrrE 200, MADISON, WI. 53718) AND WtCA (WOOD TRUSS COUNCIL 4IERICA, B309 ENTERPISE • LN, MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCjlONS•UNPES*OTqH�eAR�WISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS A*) BOTTOM &HORD i �� HA X PROPERLY ATTACHED RIGID CEILING. • • • • lNN�, SHALL NOT E FURNISH RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNGN ANY FAI URIE TO BUILD THE TRUSS IN TS, CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAWNG & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPUCABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. NE t$(4Es rOp • • EACH FACE OF TRUSS AND UNLESS OTHERWI E LOCATED ON THIS DESIGN ?POSrr1 PER RAL PLATE GS 18 Z•/ • INSPECTION OF PLATES FOLLOWED BY SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A O S • • • DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBIUTY SOL Y F SOC(i/PONINT DESIGN SHOWN. THE SUITABILITY VS AND USE OF THIS COMPONENT FOR ANY BUILDING IS TI j S SIB OF•HE • • • BUILDING DESIGNER. PER ANSUrPI 1 SEC. 2. 2X4 10' B1 Rv=121 pif U =100 0' • • • • • • • • • • • • • • • • • • • •• • REV. 7.26.0608.20 SEQ = 21848 SCALE = 0.3750 TC LL 30.0psf REF TC DL 20.0psf DATE 12 -13 -2006 BC DL 10.0psf DRWG BC LL 0.0psf TOT.LD. 60.0psf OIA LEN. 20 DUR.FAC. 1.25 SPACING 24.0" TYPE VAL Iob:(08624) /V24 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 See DWG VALTRUSS1103 for valley details. 12 3 p- 1010" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 148 mph wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Deflection meets Lt360 live and L/240 total load. 10'10" PLT. TYP. -WAVE TEL: (934) 975 -3384 FAX: (954) 97S -8980 31201V:'W 16th TERRACE ACE POMPANO BEACH, FL 33064 12' .J® 12' `-1 •• ••• • • Iv Rv=121 plf U= 100pIf �W -4' • • • •• • • • • • • • • • FBC!TP12002(STD) CymT =1.00(125)x10( 0) QTY =1 TOTAL =1 «xyyyypp��NN��NNo« TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDUNG, SHIPPIN , INS NOANZ RA0W6!• ..... • • REFER iO BC511 -03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI U �y0.ATE INERITUPE, • • • • 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL A ER(FA, 6301IENTERPRtSE LN, MADISON, WI 53710) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNC'1Q�O S..UNIIESZirDTHBRWISE • • • • • INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANkBOTTI M CHORD MALL HAV *A• • . • • • • PROPERLY ATTACHED RIGID CEILING. • . • • NC..,SSH LL- --NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAILURE TO BUILD THE TRUSS IN �� CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTAWNG & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE QONN1EC�'Ol% • • • • PLATES ARE MADE OF 20/19/18GA (W,H/SIK) ASTM M53 GRADE 40� (W,WH,S) GALV. STEER ATFLNPLA • • • EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER ISRAWINGS i4 Z. INSPECTION OF PLATES FOLLOWED BY SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SNAL OII��THLLS ** • • • • • DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLE FO R'CHE asiCOypPONSNT • • • • • DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THEINES P IB O �--ffBE • • • o • BUILDING DESIGNER. PER ANSUIPI 1 SEC. 2. • SEQ = 21858 REV. 7.26.0608.20 SCALE = 0.2500 TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 20.Opsf 10.Opsf 0.0psf 60.Opsf REF DATE 12 -13 -2006 DRWG O/A LEN. 24 DUR.FAC. 1.25 SPACING 24.0" TYPE VAL Job:(06824) / V28 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top-chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 See DWG VALTRUSS1103 for valley details. T m co 12 12'10" 3 4X5 146 mph wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Deflection meets L/380 live and L/240 total Toad. 12'10" 2 4011111111111111111111111021 2X4 2X4 2X4(D1) PLT. TYP: WAVE QfUA.LTFY TRUSS TEL: (954)975 -3384 FAX: (934) 978 -8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 14' •• ••• • • • • • •• • • �• • • • • • •• ••• •• • • • •• FBC/TPI2002(STD) Cq/RT =1.00(1.25)/10( 0) QTY =1 TOTAL =1 ;Mfg•�WARNIN(i+• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDUNG, SHIPPIfff��GGG I TAWNG AN BRA�IYQ • DR., SUITE (BUILDING COMPONENT W SAFETY AND 0 PUBLISHED TRUSS C U CI I)RU� A, 349 NTE • 583 D'ONOFRIO OR., SUITE 200, MADISON, VVI.83718) AND WiGA (WOOD TS COUNCIL F CA, 83Qp ENTERPRISE I LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUN N U SE OTHERWISE* • • INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS Ay BO M HORD SHALL HAVE% • PROPERLY ATTACHED RIGID CEILING. • • • • • AIL �I PORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. 4.11INE ENGINEERED PRODUCTS, IN SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNEVO§ • • • PLATES ARE MADE OF 20/18/18GA (W H!8!K) ASTM A853 GRADE 40/80 (W,WH,S) GALV. STEej.a..w'PL* PLATER Tit • • • EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PEIRDRAVMNGS 161A4 44' INSPECTION OF PLATES FOLLOWED BY (n SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A REAL ON THIS • DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY PM TI1E US CajAPOINT • DESIGN SHOWN. THE SUITABIUTY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THRRESiC�SIAII. rY OF•THE • • • • BUILDING DESIGNER. PER ANSSTPI 1 SEC. 2. • • • • 14' • • • • • • • • • • • • • • • • • • •• • Li Rv=121 pif U =100pIf l'W -8' SEQ = 21864 REV. 7.26.0608.20 SCALE = 0.2500 TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 20.0psf 10.0psf O.Opsf 60.0psf REF DATE 12 -13 -2006 DRWG O/A LEN. 28 DUR.FAC. 1.25 SPACING 24.0" TYPE VAL lob:(06824) / C3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :Lt Wedge 2x4 SP #3: 2X4(A1) 3 0' Rv =-139# U =180# NAILED PLT. TYP: WAVE 1'6 "1 Rv =578#1 U =311# W =8" Rv =-128# U =180# NAILED FBCITP12002(STD) CqI iT =1.00(1.25)110( 0) 148 mph wind, 15.00 ft mean hgt, ASCE 7-02, OPEN bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Deflection meets U360 live and L/240 total load. •• ••• • • • • • •• • • • • •• ••• •• QTY= 8 TOTAL= 8 • • • • • •• REV. 7.26.0608.20 SEQ = 11955 SCALE = 1.0000 TEL: (954) 975 -3384 FAX: (954) 978 -8980 3120 N.W. 16th TERRACE POWLRANO BEACH, FL 33084 ��pppp��ApCpNNI�NNa« TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDUNG, SHIPPING, INSIALUNG AN REFER i0 SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (9RUS TE I 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL (!F E LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. N INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AN�DBOTTQM O PROPERLY ATTACHED RIGID CEILING. _ • • • • NC , ATA NOT BE RESPONSIBLE BLE FOR ANY DEVIATION FROM THIS CONTRACTOR. IN; ANY FAILURE BUILD THE TRUSS N�, CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPUCABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR. PLATES ARE MADE OF 20/18/18GA (W,HBAQ ASTM A853 GRADE 4080 (W,101-1,8) GALV. STEEI• il8iPL'�LATEerro • • • • • • EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER &RAVINGS 16R -Z•AN= • 4 B��RAEECJNp. • ENTERP OTR&tWISE • D SIIALL HAWN* • • • •• • • • • • • • • • • • • • • INSPECTION OF PLATES FOLLOWED BY SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SIX OR THIS • • • • DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBIUTY SOLELY FOR THE TI�US COtIPO4NT • DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THERESPEIIBIBtI Y =t;E • • • • BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. • • • • • • • • • • •• • TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 20.0psf 10.Opsf O.Opsf 60.0psf REF DATE 12 -13 -2006 DRWG O/A LEN. 20600 DUR.FAC. 1.25 SPACING 24.0" TYPE JACK 1 lob:(05624) / C5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP' #2 N Bot chord 2x4 SP #2 N :Rt Slider 2x4 SP #3: BLOCK LENGTH = 2.333' 2X4(C6) 148 mph wind, 15.00 if mean hgt, ASCE 7 -02, OPEN bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Deflection meets L/360 live and L/240 total load. Rv =81# U =180# NAILED PLT. TYP: WAVE TEL; (934) 975 -3384 FAX: (954) 978 -8980 3120 N.W. 16th 'TERRACE POMPANO BEACH, FL 33064 1'6 "1 Rv=454# U =199# W=idp 1 Rv=11# U =180# NAILED •• ••• • • • • • • • •• • • • • • • •• ••• •• FBC/TPI2002(STD) Cq/RT= 1.00(1.25)/10( 0) QTY= 8 TOTAL= 8 • • • •• • • ••• •• • • • • • • • •• REFER TO SCSI 1-03 (BUILDING UCOMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (122USS9PLATE INSTWUTE,•'G• • 883 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719 AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 8309 EN•ERPISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTRINSAUNPESS O1) RWISE • • INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANCYBOTTOM 0HORD SI LL HA4 J, • • PROPERLY ATTACHED RIGID CEIUNG. • 'IMPORTAprw FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. AMPLE ENGINEERED ItEaUCTS., INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAW NG & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/180A (W H/SJK) ASTM A853 GRADE 40180 (W K1H,S) GALV. STEEL PL PLATE TO• • • • • • EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSmON PER = 1t ZANY '• • INSPECTION OF PLATES FOLLOWED BY SHAD_ BE PER ANNEX A3 OF TPI 14002 SEC. 3. A • THIS • • • • 4 • DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILrIY SO Y F • -- TIP TIUSO COMPONENT • DESIGN SHOWN. THE SUITABIUTY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THC6RESPQ SIBY.rY IF TOE • • BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. a•• • • • ••• 1 SEQ = 11950 REV. 7.26.0808.20 SCALE = 1.0000 .• • • • • • • • • • • • • • • • • • • • • •• • TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 20.Opsf 1 0.0psf O.Opsf 60.0psf REF DATE 12 -13 -2006 DRWG O/A LEN. 40600 DUR.FAC. 1.25 SPACING 24.0" TYPE JACK Job:(06824) / J7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :Lt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' 3X6(C6) co 3 12 3X4 146 mph wind, 15.00 ffinean hgt, ASCE 7-02, OPEN bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Deflection meets 0360 live and U240 total load. Rv =189# U =180# NAILED PLT. TYP: WAVE 1<„1 FLORIDA muss TEL: (954) 975 -3384 FAX: (954) 978 -8980 3t20 7 .W. t6th TERRACE POMPANO BEACH. FL 33064 1'6 "1 Rv=545# U =207# W =8" FBC/TP12002(STD) Cq/RT= 1.00(1.25)/10( 0) 6'6 "1 •• ••• • • • • • • • • • • • •• QTY= 26 TOTAL= 26 •• ++'�WyApR�TN L�NNG�"a TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, $RIPPING, INS IALLING AND BRAG�N • • R51'SN iNBCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI‘TRUSS PLATE INSSITUTe • "i 583 D'ONOFRIO DR., SUITE 200, MADISON, W1.53719) AND WTCA (WOOD TRUSS COUNCI4pF ',AMERICA, 83S' ERTER ISE • LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION* UNLESS F ERWIS • • INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANS BOTilowicHORDIRALL HA • PROPERLY ATTACHED RIGID CEIUNG. • • • • INC.., SHALL NOT E FURNISH RESPONSIBLE OF FORIANY DEVIATION FROM THIS DESIGN; ANY ANY FAI URE TO BUILD THEDTRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLINO 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BYAFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/18GA (W H/SIK) ASTM A853 GRADE 40/86 (W KJH,S) GALV. STE app PLAT* T( • • • • • EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS i7E81GN, POSmoN IRA NOS 1 IA-- AN • • INSPECTION OF PLATES FOLLOWED BY Q SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A THIS • •401 • • DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SO Y F E TjRUS18 C®MPONENT • DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS R IIIS ITYOF i1E • • BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. • is. • • • ••• • Rv=55# U =18d NAILED SEQ = 11945 REV. 7.26.0608.20 SCALE = 1.0000 • • • • • • • • • • • • • • • • • • • •• • TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 20.Opsf 10.Opsf 0.0psf 60.0psf REF DATE 12 -13 -2006 DRWG O/A LEN. 60600 DUR.FAC. 1.25 SPACING 24.0" TYPE EJACK Jab:(06624) f V12 Top chord 2x4SP#2N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 See DWG VALTRUSS1103 for valley details. T PLT. TYP: WAVE 3 12 4'10 "12 4X5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 146 mph wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 if from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Deflection meets L1360 live and 0240 total load. 410"12 2X4 •• • • • • ••••• • • • ••• •• FBC/TP12002(STD) Cc/RT =1.00(1.25)/10( 0) QTY= 1 TOTAL =1 2X4(D1) o-H Rv=121pIf U= 100pIfl:W =i2' • • • • •• • • •••• SEQ = 21836 REV. 7.26.0608.20 SCALE = 0.5000 TEL: (954) 975 -3384 FAX: (954)978 -8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 MITITRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING • REF'EITI 1 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (WUSSOLATE INSTAUTE,• • • • • • 583 D'ONOFRIO DR., SUITE 200, MADISON, W(. 53719) AND ARRA (WOOD TRUSS COUNCIL Of AMERICA, 83080ENTERPI:SE • LN, MADISON, WI 53718 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIGNS.5JNIlESS O WISE • • INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANDOOTT(!M c•1100.b S HAVFA, • • PROPERLY ATTACHED RIGID CEIUNG. • • • • "IIPORT FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. AIIINSENGMEERED P1 1:11ICT8 INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTAWNG 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFSPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/180A (W,H/S/K) ASTM A653 GRADE 40/80 ,K41 S) GALV. STEEI, y4P,['LYj'LATE O • • • • • LESS b GS 1 L•A•1• • TTHHIIS'(q• • • • • Ttit I J Of THE PONI NT • ••• EACH FACE OF TRUSS AND, UN OTHERWISE LOCATED ON THIS ESION, POSITION INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A S DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBIUTY SO DESIGN SHOWN. THE SUrrABIUTY AND USE OF THIS COMPONENT FOR ANY BUILDING I8 THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. • as • • • • • • • • • • • • • • • • • • • •• •• • • TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 20.Opsf 10.Opsf O.Opsf 60.Opsf REF DATE 12 -13 -2006 DRWG O/A LEN. 12 DUR.FAC. 1.25 SPACING 24.0" TYPE VAL Job:(08824) / V8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4SP#2N Bot chord 2x4 SP #2 N Webs2x4SP#3 See DWG VALTRUSS1103 for valley details. 12 H 1'0 "14 '-i 3 2'1092 4X5 T M 2X4(D1) 0 146 mph wind, 15.00 if mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT JI: EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Deflection meets L/360 live and L/240 total Toad. 2'10 "12 2X4(D1) 1'1 "10 --� PLT. TYP.-WAVE 1'0 "14-� 2X4 .. ••• • • • • • • • • • Rv=121 plf EU=100p1 W =$' • • • •• FBC/TPI2002(STD) Cq/RT =1.00(1.26)110( 0) QTY= 1 TOTAL= 1 • • • • •• • • • •• REV. 7.26.0608.20 SEQ = 21831 SCALE = 0.7500 TEL: (954) 975 -3384 FAR: (954) 978 -8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 ARNINpM TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDUNG, SHIPPING, INSTALLING AND BRACT O R SCSI 1 -03 (BUILDING COMPONENT SAFETY INFORMATION), PUBUSHED BY TPI (RUSSIPLATE INSTITUTE,• • • 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL 4T AMERICA, 630•EN•ERISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTI NS•UNiIESS O1 IERWISE • • INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANDABOTTOM *MD SHRLL HAv:4 • PROPERLY ATTACHED RIGID CEILING. • • • " IMP0RTAN " FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. WINE ENGINEERED PRBQUCTS5 INC., HALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDASB(SNATIONAL4DDESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PIATES EACH FACE OFT TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS �GN POSITION PER L PGS 18 Z.AN• • • • • INSPECTION OF PLATES FOLLOWED BY SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A O THIS • • • • • DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBIU'TY Y FO TIWSSCC•IPONRNT • DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS : - ES Bj Y O ' TIE • • • • BUILDING DESIGNER. PER ANSUTPI 1 SEC. 2. • • • • 1• • • • • • • • • • • • • • • • • • • • •• • TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 20.0psf 10.0psf 0.0psf 60.Opsf REF DATE 12 -13 -2006 DRWG O/A LEN. 8 DUR.FAC. 1.25 SPACING 24.0" TYPE VAL Job:(06824) / HG2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chard 2x4 SP #2 N :T2, T3 2x6 SP #2 Derise: Bat chard 2x4 SP #1 Dense :B2 2x4 SP SS: Webs 2x4 SP #3 :W3, W9 2x4 SP #2 N: :Lt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' :Rt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' 146 mph wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bkpg, Located anywhere in roof, CAT 0, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Deflection meets L/360 live and L/240 total load. 3 12 �-- 6'6"1 11'11 "4 2 Complete Trusses Required Nailing Schedule: (10d Box or Gun_(0.128 "x3" _min.) nails) Top Chord: 1 Row ©12.00ff-c.c. Bat Chard: 1 Row @12.00" o.c. Webs : 1 Row ©(� 4" o.c. Use equal spadng-between rows and stagger nails in each row to avoid splitting. #1 hip supports 6-8-0 jacks W/2 panel TC and no end vert. Left side Jacks have 6-6-0 setback Nvith 1-6-1 cant and 0-0-0 overhang. End jacks have 6-6-0 setback with 1-6 -1 cant and 0-0-0 overhang. Right side jacks h e 6-6-0 setback with 1-8-1 cant and 0 -0-0 overhang. 11'11 "4 6'69 ---� 3X4(C6) 4X10 3X6(C6) Rv =3525# U =1574# W =8" PLT. TYP: WAVE TEL: (954) 975 -3384 FAX: (954) 978 -8980 3120 N.W. t6th TERRACE POMPANO BEACH, M. 33064 12'3 "15 370# FBC/TPI2002(STD) Cq/RT = 1.00(1.25)110( 0) 62 4 '10 "8 12'2"12 36'10"10 23'10"10 •• ••• • • • • • • •• • ••• •• QTY= 1 PLIES= 2 TOTAL= 2 • • • • •• • • • • •• n�(p�N��pa TRUSSES REQUIRE ING HANDLING, SHIPPING, INSTALLING AND BRACING. REFS to BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI USS TE INSTISUTE, • • • 683 D'ONOFRIO DR., SUITE 200, MADISON, W1.53719) AND WTCA (WOOD TRUSS COUNCIL N'FRPRIBE LN, MADISON, WI 5371 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTI S. N �OTERiA9SE • INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND y 1y Olij) SHALL HAV®14 • • INC., SHA AL NOT BFURNISH ESPON RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAIL IE TO BUILD THE TRUSS N S • • • CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,HISIK) ASTM ABM GRADE 40!80 (W,1014,$) GALV. STEEL APPLY PLATES TO • • • EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PEB4RAWINGS 16 Z • INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SR4L OI•THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBIUTY SOLE:( FOI•THE TIIMTB. )44T DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THERESPFNSIRI 1 O • BUILDING DESIGNER. PER ANSUTPI 1 SEC. 2 • • • • ••• fps • • • • 12'3 "15 370# Rv =3525# U =1574# W =8" REV. 7.26.0608.20 SEQ = 21651 SCALE =0.1875 •• • • • • • • • • • • • • • • • • • • • • II • • •• •• • • TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 20.0psf 10.0psf 0.0psf 60.0psf REF DATE 12 -13 -2006 DRWG O/A LEN. 361008 DUR.FAC. 1.25 SPACING 24.0" TYPE HIPS Job:(06624) / S1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 Dense :T4, T5 2x4 SP #2 N: Bot chord 2x4 SP SS Webs 2x4 SP #3 :Lt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' :Rt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' 19'1 "9 17' 146 mph wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. (A) Continuous lateral bracing equally spaced on member. Or 1x4 #3 or better "T' brace. 80% length of web member. Attached with 8d Box or Gun (0.113 "x2.5 ",min.)nails @ 8" OC. Deflection meets L/360 live and L/240 total Toad. 16'1"9 8'6 "1 3X4(C6) 4 4X8 4X6(C6) PLT. TYP: WAVE FBCITPI2002(STD) Cq/RT =1.00(1.25)110( 0) 331 0"8 10'2 "12 36'10 "10 •• ••• • • • • • •• • • • • • • • • • QTY= 1 TOTAL= 1 • • • •• 13'395 Rv=2236# U =939# W =8" REV. 7.26.0608.20 SEQ = 21822 SCALE = 0.1875 ORI. K QUALITY TRUSS TEL: (954) 973 -3384 FAX: (954) 978 -8980 3120 N.W. 16tfi TERRACE POMPANO BEACH, FL 33064 �+WA NINa.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING R BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI giEUSSIPLATE INSTINUTE! • 4 • • • • • w 583 D'ONOFRIO DR., SUITE 200, MADISON,'1. 53719) AND WTCA (WOOD TRUSS COUNCIL 41F AMERICA, 6301rENIPERPI�SE • • • • W, MADISON, '183719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTI(iNS•UNtiE38 01�}IF�RWrISE • • • • INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANDi30TTQM OIHORD S�fl$.L HAV�4 • • • • PROPERLY ATTACHED RIGID CEILING. • • • • • • "1MPORTA FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. AIrPMt! ENGINEERED I�t�IJCTS, INC., SHALL (JOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAWNG 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPUCABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPTAA)) AND TPI. ALPINE CONNECTOR PLATES EACH FACE OF TRUSS AND, UN ESS O LOCATED N THIS DESIGN, POSITION PER INSPECTION INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TP112002 SEC. 3. A 0 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SO Y F0 DESIGN SHOWN. THE SURABIUTY AND USE OF THIS COMPONENT FOR ANY BUILDING IS TH ES BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. GS 1880 -OZ4AN • w• 0 w 0 �TyUSZ � iCOMP0N!NT • • • ��. •_ •• •• m... • • TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 20.Opsf 10.Opsf O.Opsf 60.0psf REF DATE 12 -13 -2006 DRWG O/A LEN. 361008 DUR.FAC. 1.25 SPACING 24.0" TYPE SPEC lob:(08824) / H6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS :T21x4 SP #1 Dense: Bot chord 2x4 SP SS :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 :Lt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' :Rt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' 15'10 "8 146 mph wind, 15.00 ft mean hgt, ASCE 7.02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Deflection meets U360 Ave and L/240 total load. Calculated vertical deflection is 0.56° due to Ave load and 0.57" due to dead Toad at X = 15-9-8. + 10'6 "1 PLT. TYP. -WAVE PLO QUALITY TRUSS I'I TEL: (954)975 -3384 FAX: (954) 975 -8980 3120 KW. 16th TERRACE POMPANO BEACH, FL 33064 36'10"10 3X4(C6) 4X8 4X6(C6) •• ••• • • • • • • • • • • • • • • • •• ••• •• • e• •• FBC/TPI2002(STD) Cq/RT= 1.00(1.25)/10( 0) QTY =1 TOTAL= 1 RWARNIN TRUSSES-REQUIRE-EXTREME CAREWN- FABRICATING, HANDUNG, SHIPPING, INSTALLING AND BRACT . EFER 701103 UILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI USS LATE INSTr JITE, • • • 583 D'ONOFRIO DR., SURE 20D, MADISON, WI. 53719) AND WrcA (WOOD TRUSS COUNCIL O 1 (3300€NTcRPRIME LN, MADISON, WI 63719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIO S. N SS OTHERWISE • INDICATED, TOP CHORD SHAD. HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND OR& SHALL HAVE94 • • PROPERLY ATTACHED RIGID CEILING. • • • • • IM RTA FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. F�NI�IIIEERED PRO8CTS, INC., NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL ro BUILD THE TRUSS IN • CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSmON PER,ORAWIRGS 16060 L • • • • INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL 0 HISTR•� '•�,'' q' DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FO TRQSSrT EpT DESIGN SHOWN. THE SUITABIUTY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE TES.. 1 �I j O TH BUILDING DESIGNER. PERANSIfr I 1 SEC 2. _ • _ • • ■ ■ • • 1 Rv =2236# U=977# W =8" REV. 7.26.0608.20 SEQ = 21789 SCALE =0.1875 •• • • • • • • • • • • • • • • • • • • • • • • •• •• TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 20.0psf 10.Opsf 0.0psf 60.0psf REF DATE 12 -13 -2006 DRWG O/A LEN. 361008 DUR.FAC. 1.25 SPACING 24.0" TYPE HIPS Job:(08624) / H2 Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 :Lt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' :Rt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' T w 3X4(C 3 12 4X12 C6) ;14 43 T Rv=2236# U =9)7# W =8" 12'6 "1 11'10 "8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 146 mph wind, 15.00 if mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Deflection meets L/360 five and L/240 total load. 6X 10 12'69 3X4 3X4(C6) 4X12 4X6(C6) PLT. TYP: WAVE TEL: (954) 975 -3384 FAX: (954)978 -8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 FBCITPI2002(STD) Cq/RT =1.00(1.25)/10( 0) * WARNlNti'* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFS rTO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI USS ?LATE INSTITUTE, • • • • 593 II ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL ICA, 93001ENIERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTI S. MOSS OTHERWISE • INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND TTGM C%IORF) SHALL HAVL•R - PROPERLY (ATTTTACHEDRIGID CEILING. n',�' • • • INC., SHAALAL NOT BE FURNISH COPY OF RESPONSIBLE FOR ANY DEVIATION N FROM 7HB CONTRACTOR. IGN; ANY FAILURE4T BUILD THE TRUSS TS CONFORMANCE WITH TPI; OR FABRICATING, HANDUN(NOA, SHIPPING. INSTALUNG & BRACING OF TRUSSES. DESIGN CONFORMS WITH PLATES ARE MADE OFFUCABIBGA (Vr.H/S/NgS OF ASTM A883 GnRADE 40/90 (WJQH,S) GALV. STEELNAPPLYA ALPINE CONNECTOR RATES • • EACH FACE OF TRUSS AND, UNLESS OT(jHnnERWISE LOCATED d3 GRADE ON THIS DESIGN, POSmON PERI!RN S 1 • • • INSPECTION OF PLATES DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING F ESPON�SIBILITY SOLEM FO IS, 9�A:PONSNT DESIGN SHOWN. THE SURABIU TY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE :ES Blfirgf OGTHS • BUILDING DESIGNER. PER ANSUTPI 1 SEC. 2. se* • • 1.66 33'10 "8 361090 s • • •• QTY= 2 TOTAL= 2 .•• • • • • • ••• •• • • • •• • • • • • •• Rv=2236# U =977# W =8" 1 SEQ = 21703 REV. 7.26.0608.20 SCALE = 0.1875 00 • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 20.0psf 10.0psf 0.0psf 60.0psf REF DATE 12 -13 -2006 DRWG 0/A LEN. 361008 DUR.FAC. 1.25 SPACING 24.0" TYPE HIPS lob:(06624) / H3 Topchord 2x4 SP #1 Dense :T2 2x6 SP #2 Dense: Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 :Lt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' :Rt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' 711 0"8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 146 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Deflection meets L/360 live and L/240 total load. 14'6 "1 2X4 3X4(C6) 4X12 3X8(C6) PLT. TYP: WAVE FLORIDA • UALTTY TRUSS TEL: (934) 975 -3384 FAX; (994) 978 -8980 3120 N.W. 16th TERRACE POMPANO BEACH, FE 33064 FBCITPL2002(STD) Cq/RT=1.00(1.25)/10( 0) NWARNINGH TRUSSES REQUIREE�IEME E IN FABRICATING, HANDUNG, SHIPPING, INSTALLING AND BRA INO. R SCSI 1-03 ILDINO COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI SS TE INSTITfiTE, • • • 583 D'ONOFRIO DR., ITE 200, MADISON, WI. 83719) AND WTCA (WOOD TRUSS COUNCIL O 8300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNC LC�,S OTHIBRWISE • INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND 0 CHQRIiSHAI! HAVE At PROPERLY ATTACHED RIGID CEIUNG. G • • • **IMPORTANT** ,SHAAL NOT E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; CO ANY FAILUt 0 BUILD THE TRUSS IN �, • CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF &PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/18GA (W,H/S!K) ASTM A853 GRADE 40/80 (W KM,S) GALV. STEEL APPLY PLATES TO • • • • EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PERSA PANES 160A:. -/�IY • • INSPECTION OF PLATES FOLLOWED BY (I) SHAD. BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON HIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL. ENGINEERING RESPONSIBILITY SOLEL'AFOR 8HEE3R1;�3 ( )% NFJI�T DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE SPOIIrio8SR�JI�rIPOF�=H BUILDING DESK ER PER SIITPI 1 E '. • • 36'10 "10 • toe. • • • • • •• • •. QTY= 2 TOTAL= 2 • • • • Rv=2236# U =976# W =8" REV. 7.26.0608.20 SEQ = 21739 SCALE = 0.1875 • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• TC LL 30.Opsf TC DL 20.Opsf BC DL 1 O.Opsf BC LL O.Opsf TOT.LD. 60.Opsf REF DATE 12 -13 -2006 DRWG O/A LEN. 361008 DUR.FAC. 1.25 SPACING 24.0" TYPE HIPS Job:(06624) / H4 Top chord 2x4 SP #1 Dense :T3 2x4 SP #2 N: Bot chord 2x4 SP SS :B2 2x4 SP #2 N: Webs 2x4 SP #3 :Lt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' :Rt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' �--- 4'10 "6 •+® 12 3 3X8 5X6 236# U =96# W=8" PLT. TYP. -WAVE 11'7"3 3'11 "8 T3 5Xs_ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 146 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 It from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Deflection meets U360 live and U240 total load. 11'7"4 3X ' -- 3X4 3X 3X4 • 14'3 "3 + FBG/TPI2002(STD) CgIRT =1.00(1.25)/10( 0) 33'10 "B2 fi2'8 "15 36'10 "9 5X6 4'10 "4 3X4(C6) 43X8 •• ••• • • • • • • ••• •• QTY= 1 YOTAL =1 • • • •• • • • •••• 9'10 "7 Rv =2235# U =975# W =8 "4H U TRUSS TEL: (954) 975 -3384 FAX: (994) 978 -8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 aw Metre SCSI 1-03 (BUILDING O REQUIRE OMPONENT SAFETY INFORMATION), PUBLISHED BY TN (TRUSS PLATE INSTITUTE, INC. 583 D'ONOFRIO DR., SUITE 200, MADISON, W1.53719) AND WTCA (WOOD TRUSS COUNCIL O�AM ICA, 6300 EYTERPRWW LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. amiss OTHERWISE • INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND B CI•ORD SMALL HAVE, PROPEERLYATTACHED RIGID CEILING. ALy • • • • • • "IMPORTANT"' , SHAL NOT E FURNISH COPY OF RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; MW CONTRACTOR. BU11D THEDTR�IN �' • • CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPUCABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/180A (W HIS/K) ASTM A853 GRADE 40/60 (W K'H,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160V. iNY• • • • INSPECTION OF PLATES FOLLOWED BY SHALL E PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A •p11L•OMLHIs RR-- DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLEI FOItRHE TRQSSS NE•IT DESIGN SHOWN. THE SUITABIUTY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE IrSPC�ISIIN • BUILDING DESIGNER. PER ANSUTPI 1 SEC. 2. • • • • • • • • • • ••• • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • •• •• SEQ = 21761 REV. 7.26.0608.20 SCALE = 0.1875 TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 20.0psf 10.0psf 0.0psf 60.0psf REF DATE 12 -13 -2006 DRWG O/A LEN. 361008 DUR.FAC. 1.25 SPACING 24.0" TYPE HIPS Job:(06624) / HI THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS :T2 2x4 SP #1 Dense: Rot chord 2x4 SP SS :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 :Lt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' :Rt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' 15'10 "8 '146 mph wind, 15.00 ft mean hgt, ASCE 7 -02, OPEN bldg, not looted within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Deflection meets L/360 live and L/240 total load. Calculated vertical deflection is 0.57" due to the load and 0.58" due to dead load at X = 18-3-8. 10'6 "1 3X4(C6) 3X8 4X6(C6) PLT. TYP. -WAVE RID UAL1TY TRUSS TEL: (954) 973.3384 FAR: (954) 978 -8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33054 33'10°8 8 "12 36'10 "1O • • • • 15'7 "13 ••• • • • • • • •• • • • • ••• FBC/TPI2002(STD) CgIRT= 1.00(1.25)/10( 0) QTY= 1 TOTAL =1 •• • • amigo« TRUSSES REQUIRE SCSI 1-03 (BUILDING COMPONRENT SAFETY INFORMATION), PUBLISHED BY TPI NO(TRYSOP MEOIN AND UT I • • 583 LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR T O PERFORM NG THESE FUNCTIONS MESS drHE NISERI • INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANDt8OTTNPCHERD SH/ FjAVE PROPERLY ATTTTACHED RIGID CEILING. • • • • NC.PSHALAL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS CONTRACTOR. IGN; ANY FAILURE TO BUILD THETRUSS N PRODUCTS, CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) • (r . AJP1NNEE C iN .R • • • • �T�I&Upp�8 ODMP0NENIT BILrr1iOF THE • • • • •• PLATES ARE MADE OF 20/18/1801A EACH FACE E TRUSS AND, UNLESS OTHER LOCATED ON THIS DESIGN POSITION STEEL D INSPECTION OF PLATES FOLLOWED BY SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A 5 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLEL DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 TH BUILDING DESIGNER. PER ANSI/TPI 1 SEC, 2. • Rv =2236# U= 737# W =8" SEQ = 11930 REV. 7.26.0608.20 SCALE = 0.1875 • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 20.Opsf 10.Opsf O.Opsf 60.Opsf REF DATE 12 -13 -2006 DRWG O/A LEN. 361008 DUR.FAC. 1.25 SPACING 24.0" TYPE HIPS Job:(08624) 1H5 Top chotd 2x4 SP #2 N :T2 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs2x4SP#3 :Lt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' :Rt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' 13'2 "7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 146 mph wind, 15.00 ft mean hgt, ASCE 7-02, OPEN bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. (A) Continuous lateral bracing equally spaced on member. Or 1x4 #3 or better 'T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5 ",m•n.)nails @ 6" OC. Deflection meets L/360 live and L/240 total load. 6'8 "1 6X 4X5 T2 .6 'X8 3X4(C6) I' 3X4 3X6(C6) 8'6 "1 PLT. TYP: WAVE FLORIDA UALITY TRUSS TEL: (954) 975 -3384 FAX: (954) 978 -8981) 3120 N.W. 1663 TERRACE POMPANO BEACH, FL 33084 Rv =2474# U =783# W =8'p •• ••• • • • • • • • • • •• ••• •• • • • •• • • • •• • • FBCITPI2002(STD) Cq/RT =1.00(1.25)110( 0) QTY =1 TOTAL =1 1jry�R ;MfgTRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDUNG, SHIPPING,tN A NG AND 9NCNRI REFER 1'O BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBUSHED BY TPI (TR'Q INST 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OFTM B PRIS: • LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCT„ I CYrH_ SBV SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND O 0 S VE • PROPERLY ATTACHED RIGID CEILING. PRODUCTS, SHALL NOT BE RESPONSIBLE BLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS N �, CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPdING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPUCABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AVIV. A+PINE CONNiCT•R • • • PLATES ARE MADE OF 20/18/180A (W,HISIk) ASTM A853 GRADE 40)80 (W K/H,S) GALV. STEEL MKT RIATES TO • • • EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DOAWINOS 180A€. ION • • INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON I HI% • • • • DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELII FOR THE TRUSS IOMIONE13r DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THIRRE•PONSBILIT♦•OF TTfE • • • BUILDING DESIGNER. PER ANSITTPI 1 SEC. 2. Rv=1009# U =350# W =8" • ■•• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • SEQ = 11940 REV. 7.26.0608.20 SCALE = 0.1875 TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 20.0psf 10.0psf 0.0psf 60.Opsf REF DATE 12 -13 -2006 DRWG O/A LEN. 361008 DUR.FAC. 1.25 SPACING 24.0" TYPE HIPS Job:(08624) / HG1 Top chord 2x4 SP #2 N :T2, fi3 2x4 SP SS: Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 N: Webs 2x4 SP #3 :Lt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' :Rt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' 146 mph wind; 15.00 ft mean hgt, ASCE 7 -02, OPEN bldg, Located anywhere in roof, CAT 11, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Deflection meets L1380 live and L/240 total Toad. 6'8 "1 347* THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Trusses or components connecting to this girder have been modified by the truss designer. The loading for this girder requires verification for accuracy. SPECIAL LOADS — (LUMBER DUR.FAC =1.25 / PLATE DUR.FAC. =1.25) TC - From 101 PLF at -0.08 to 101 PLF at 6.50 TC - From 101 PLF at 6.50 to 101 PLF at 36.95 BC - From 20 PLF at -0.00 to 20 PLF at 36.88 TC - 347 LB Conc. Load at 6.50 BC - 93 LB Conc. Load at 6.50 6'6 "1 3'2 "5 6'6"1_ 6,6"1 ▪ 3'2 "5 12 3'3 "12 3 10'7" 4'0 "15 14'6 "2 3'11 "3 Nol 18'3 "9 3'9"7 30'4 "9 23'10 "8 21'11 "8 37"15 30'4"9 26'1 '2 4'1"11 36'10 "10 30'4 "9 33'8 "5 6'6"1 36'10'10 4'3'7 ..�- 3'3 "12 3'2 "4 .a 6 "8'10 "1 ¢'81'3"8 351"9 38'438'10 "10 1'3 "8 6 "8 Rv=1249# U=417# W =8" LEFT JIG = 6'9"7 DESC. = HG1 PLT. TYP: WAVE 6'69 93* Rv=2704# U=889# W =8" 30'4 "9 •• ••• • • • • • •• • • • • • • • •• ••• •• FBCFTPI2002(STD) Cq!RT =1.00(1.25)!10( 0) QTY =1 TOTAL =1 • • • • • •• TEL: (954)975 -3314 FAX (954) 978 -8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 �yypppo' w TRUSSES REQUIRE EXrREME CARL IN FABRICATING, HANDLING, SHIPPINOINSTA4UNG AND BR G! ACIN • REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBUSHED BY TPI (TR&SOPLAVE INSTITUTE, • 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF•1M9RICM, 8300 BNTERPRIOE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. MASS OTHERWISE • • • INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANDrBOTTONICHORD SHRL1. gAVE. PROPERLY ATTACHED RIGID CEILING. • • • • • *IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IN c., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALUNG & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF &PA) D INE C NNfCTQR • • • PLATES ARE MADE OF 20/181160A (W.H/S/K) ASTM A653 GRADE 40/80 ({WW KM,S) GALV. STEEL ILY TES i • • EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER D WI 180A•�. 4' • • INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A S ON I$. • • • • DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY S0LEL FOR 'Tgi4Ws QOM,ONEMT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 13 TH IiPONSIBILITTOF T UE • • • BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. _•• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • Rv=958# U =347# W=8" RIGHT JIG = 6'9'7 SEQ = 11966 REV. 7.26.0608.20 SCALE = 0.2213 TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 20.Opsf 10.0psf 0.0psf 60.Opsf REF DATE 12 -13 -2006 DRWG O/A LEN. 361008 DUR.FAC. 1.25 SPACING 24.0" TYPE HIPS Job:(06624) / H1A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :Lt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' :Rt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.333' 3'2 "5 10'69 t0139 3'2"5 27"4 3 12 v 148 mph wind, 15.00 ft mean hgt, ASCE 7 -02, OPEN bldg, not located within 4.50 ft from roof edge, CAT 11. EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Deflection meets L/360 live and 1J240 total load. 28'4 "9 10'8 "1 15'11'5 4'8 "8 5X8 5'5 "4 4X5 24'11 "5 5' 4X5 26'4'9 5'5 "4 ..- 5X8 38'10 "110 31'19 10'833'8 "5 38'10 "10 4'8"8 2'7"4 3'2"5 2X4 T 2X4 ;c 3X6(C6) rn L0 R 15# X 4(C8�8) 3X4 3X4 3X4(C6) F 6 "8'10 "1_ 8'81'3 "8 88# W =8" LEFT JIG = 10'1094 DESC. = H1A PLT. TYP: WAVE A UALITY TRUSS ii115.111CMIIIIIVV..111 61" TEL: (954) 975 -3384 FAX: (954) 978 -8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 5X8 16'9 "8 10'6 9 1 15'793 8'8" 5'1 92 18'3 "9 21'2 93 279238'10 90211 "4 Rv =2818# U 39211'16"VKB" 26'4 "9 17'1" 35'0 "9 5'1 "12 8'8" 36'4113 '1090 1'3 "8 8 "8 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• FBC/rPI2002(STD) Cq/RT= 1.00(1.25)/10( 0) QTY =1 TOTAL= 1 tr. TRUSSES •REFER i0 SCSI 1.03 (BUILDING UCOMPONENT SAFETY I NFORMA11ryOyyN),, PUBLISHED BY TPI NG•INST NN W, t7ONOFRIO SUITE O SAFETY PRACTICES PRIOR AND TO PPERFOM NG COUNCIL I RI 53001 INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANd•B4=r0 RD SH PROPERLY ATTACHED RIGID CEIUNG. CONTRACTOR. INC.., SHA L NOT BE FURNISH BLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAME TO BUILD THE TRUSS PRODUCTS, CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AIVIT511. ALPINE ODNNEc')R • • • PLATES ARE MADE OF 20/18/18GA (W HJS'q ASTM A563 GRADE 40/60 (W'KM,S) GALV. STEEL APPLY etATES 70 • • • EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160RZ Sl e • INSPECTION OF PLATES FOLLOWED BY SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SQL ONU111 • • • • DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLEIN FORRRE T1tOSS e0Mh0riEn DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS TH®R86PONSIBIUTI OF TAE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. clr'Sc�` PRICE • SE • • GAVE 4 .•• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • Rv =938# U =296# W =8 0 3'13 RIGHT JIG = 10'10"14 SEQ = 11935 REV. 7.26.0608.20 SCALE = 0.2213 TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 20.0psf 10.0psf 0.0psf 60.0psf REF DATE 12 -13 -2006 DRWG O/A LEN. 361008 DUR.FAC. 1.25 SPACING 24.0" TYPE HIPS Job:(06624) / CJ7 Top chord 2x4SP#2N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :Lt Slider 2x4 SP #2 N: BLOCK LENGTH = 3.300' Sub - fascia beam assumptions: 3-0-0 sub -fascia beam on the 1-6-0 cantilever side. 3-0-0 sub - fascia beam on the 1-6-0 cantilever side. 358 :- 2X4(C6) t- 4794 9'2 "5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 4146 mph wind, 15.00 ft mean hgt, ASCE 7-02, OPEN bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. The following members need concentrated toads at the heel: 3-0-0 span/setback member on the 1-6-0 cant side requires 16 lbs and the 3-0-0 span /setback member on the 1-6-0 cant side requires 16 lbs. Hipjack supports 8-8-0 setback jacks with 1-6-0 cantilever one face; 1-6-0 cantilever opposite face. Deflection meets L/360 live and L/240 total load. 4'7'14 2.12 r 12 3X4 4'194 8'10 "9 4'2"11 3X5 1 9'2 "5 3"12 LEFT JIG = ''4 "12 DESC. = PLT. TYP. -WAVE FL0 UALITY TRUSS TEL: (954) 975 -33$4 PAX: (954) 978.8980 3120 N.W. t6th TERRACE POMPANO BEACH, FL 33064 Rv=389# U =180# W =11 "5 FBC/TPI2002(STD) Cq/RT •1.00(1.25)!10( 0) 9'2 "5 •• • ••• • • • • • • • • • • QTY= 4 TOTAL= 4 pW ARNINart TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. I�dSTAWNO AND INQ. • R SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBUSHED BY TPI (TRUSS WAIF IN 883 D'ONOFRIO DR., SUITE 200, MADISON, WI.53718) AND WTCA (WOOD TRUSS COUNCIL OF P/MER��••5300 RPRISF� • LN, MADISON, WI 53719) UN LE SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UE99 O}H SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOMCIIdt2D SHA VE A• • PROPERLYY ATTACHED RIGID CEILING. • • • INC. .SH LI. NOT E RESPONSIBLE FOR IANY DEVIATION FROM THIS CONTRACTOR. ESIGN ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPUCABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) ANI2, ALINE COjINES:TOR • • • PLATES ARE MADE OF 20/18118GA (W H/S1g ASTM A883 GRADE 40180 (W,KQH,S) GALV. STEEL . P L PI$TES T4 • • • EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITK)N PER D WIN (QWg 180A -; AYIb • • INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A S ON T • • • • • DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY OR T•IGTRilfiS C•MP4NEN• DESIGN SHOWN. THE SUITABIUTY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE Br•B4ONKIBIUTY ©F THE • • • BUILDING DESIGNER. PER ANSIRPI 1 SEC. 2. • • • •• • • • • • •• ••• • 9'2'5 3 "12 3X5 Rv=439# U =180# NAILED RIGHT JIG = 9'3" SEQ = 10641 REV. 7.26.0608.20 SCALE = 0.8862 • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 20.Opsf 10.Opsf O.Opsf 60.Opsf REF DATE 12 -13 -2006 DRWG O/A LEN. 90205 DUR.FAC. 1.25 SPACING 24.0" TYPE HIP JACK • -- - _.. v =fi: ii..— =:_...:�r•mims.'a -au<cs a4..._ TRUSSED. YkLLEY SET DET' II. maul sia. common TRUSS OR ORDER TFjcS • STNA.LLt''‘i"*.-- - HOTE;:VALLEYATUD SPACING NW ill Immo 4g. O.C. SFACINQ vAturnmiss ' 4 • • i••• •• • • is • S ® .. .E4GH • VALLEY - --_ DETAIL A • - CGIiEATF 11-1- HAN 3112 Ptr c • • An, 2N CONTINOUS 1 .2 SPF IILOCITTO F ROW V :Muss 8d 13rx3.57 HAS EINTO•EAC.�, • • • • • •• • • • • • • • • • • •• •• • •••• • • •••• ••• - • • • • H9E A ROCK A TAc .IT. •a r rr .. .-.. V *L E �j,AYPR1 vIID a1 gD walk", t U spawn (_ NOM EnEED •� RaW Y .�+'i e TIAISSES AS DETi4@. A iR AIME AND swum 'T0 SSE owe lE If $itEgg Ac cow. A ICE 14ITh THE INDMQLI. DESIGN DRS&, r • L- Vii' 1 )1Eci TOE !:AILS DETAIL (3112 PITCH OR LESS) • .. 0. • • • • • • • t • • • • • • • • • • • . n, . • • • • • • • Lam. r��r �' a.� J ' • • • Ffp�'" '� t`► ei55rfsF : kr. • •T .. ••10, • • •••• • • • • ••••• • ••• .• • • •••• • • • • • . •• •• •• • ;.-• • • • •i•• • • • • • • . • • • ••• •• 'y • • • •••• • • . • • ••••- •• • ••O • • • • • • • • "111414` JDe 0 • C t • • • • • • • • • • • • • -•• 9 kr11719,1z. E. 'Ven o-I ; • r;oiATI 1.1 Oda L w -t 1A-Tts4L tsar: • abldr Gicp EsL D =tr-1 F(14ract, ,F101.,' N .. 4 f411-i . -1.4 0.6,4- :1.:. (tg� F • 1 1 �71+,J IS 1::47 L:.ez ce :;isfecirilfi=a 1#1 {!.5 L.a e� r�. "�1�..L..rFV�t►� . 1 r.. ° � ,7• Coati 141.40P ••• • • • • • • • • ,•• .•' • • • • • • • • e+ • ••• • • • •• • • • • • •• • •• • •• •• • • • • • • • •••• • • • HI B 91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES Vs the resoonsib!litvofthe lnstallerfbullder. building contractor. licensed contractor. enactor or erection contractors to orooedvrecalve. unload. store. handle. install and brace metal niate connected wood trusses to protect lire and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood r6 TRUSS PLATE IMF 663 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright Cs by Truss Plate institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form wtihout written permission of the publisher. Printed in the United States of America. TRUSS STORAGE • • • • •••• • • • ��pS$ '1111 Frame 1 Tag Line WaNlNG. DP : not attach Pables, ch .11004 (0 the web. members ?`6o .. 'or less Approximately Approximately 1/2 truss length 1/a truss length Truss spans lass than 30'. SpreederBar NNW mum Toe In SpreaderBar Toe In Toe In Approximately Y210 V truss len =. Less than or equal to 60' Tag Line Lifting devices should be connected So the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set In proper position per the building designer's framing plan and !laid with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is Installed. Tag Line Toe In Approximately '/a to 3is truss length Less than or equal to 60' Tag Line Tag Line Strongback/ SpreaderBar At or above mid- height Tag Line Strongback/ SpreaderBar Greater than 60' • • • • • j rep1er than §0' • • • • • • A.I Typical vertical attachment End Plan a Ground Brace Verticals (05v) tel trams ot group of Ground brace Merit (LBO (St} Typical horizontal Oa member with multiple Mabee (HT) Frame 2 12 4 or greater "4••••-.1016., Nombouww, -11111m"....--Nionenh„ Nonsh,____7zinerm,„...: Alt lateral braces imerows.. 1 lapped at least 2 • trusses. ._, Top chords Undone laterally braced can budde togetherand causecollepsolfthere tone Otago- nal bracing. Diagonal Weans should henalled to the underside of *stop chord when putted are ell:ached to the topside of the top chord. MEIN 11111311=11111111111311 DF - Douglas Fir-Larch SP - Southern Pine SPF - Spruce-Pine-Fir HF - Hem-Fir •••• • • • • •••• • • • •• • • • • • •• • • • • • •• • • • • 0,44 l'alfAr4 P■11,,olgalOolli0340 DF - Douglas Fir-Larch SP - Southern Pine HF Hern-Fir SPF - Spruce-Pine-Fir Continuous Top Chord Lateral Brace Required All lateral braces tapped at least 2 trusses. 12 5 ,44.1r41 • I. • ;.1 .10/7-41P.r-d r 4111.1r: 41111:r JON Or -4di r 4 alor41111111171V-A111111111Nr 11111 Awsr Ammo Aso. id° I I I I I r Amor -,aPP'54r4w0/4. ;#-;doilrawrirA■ .0. e • • • •• • • • • • •••• • • • • • 4' •• • • • • f4e, •• a45 .\11/4/ •••,.5f..• • • • • tTop chords %stare laterally braced can buckle togetherandcausocollapselfthere Ism diago- nal brschtg. Diagonal !merging should be netted to the underside of the top chord when matins are attached to the topside of the top chord. Frame 3 t$ ui Over 32' - 48' Over 48' - 60' Over 60' 4/12 4/12 15' 15° lE1211, 11 141:1 15° 10 6 15 7 See a registered •rofessional ansineer DF - Douglas Fir -Larch HF - Hem -Fir • • • •• • ottom chord diagonal bracing repeated t each end of the building and at same pacing as top chord diagonal bracing. • SP - Southern Pine SPF - Spruce -Pine -Fir Ail lateral braces lapped at least 2 trusses. • • •• • • • • • •• • • • • • • • • •• • •••• • • • • • •• • ••• • • • • •• Cross bracing repeated at each end of the building and at 20' Intervals. G Permanent ems continuous o lateral bracing •c: as specified by the truss engineering. Frame 4 • SP Up t0 32' Over 32° - 43° Over 48' - 60' Over 60° 16 10 6 4 4 2 See a registered professional engineer - Douglas Flr -Larch SP - Southern Pine - Hem-Fir SPF - Spruce-Pine-Fir Top ciawds that are laterally braced can buckle togetherand cause collapse if there is nc diago- nal bracing. Diagonal bracing should be nulled to the underside of the top chord when purMs are attached to the topside of the top chord. Continuous Top Chord Lateral Brace --1—`- Required I 10' or Greate /t 30a or greater The and diagonal brace for cantilevered - trusses must be placed on vertical webs in line with the support. End diagonals are stability and must be dup both ends of the truss system. • • .... • 1160. • •• • • • • • •• •00• • • •000 • • • • • • • • • • • • • • • • • • • • Top shards that ere laterally braced can buckle togethererld caueeoogapseUttwrelenodbigo- natbraaing. Diagonal brachia should banana! to the underside of the top chord when purees are atleehed to the topside of the top chord. Oni'lnClous { oP Ctlord Lateral Brace Required 10' or Greater • Attachment Required End diagonals are . stability and must be du both ends of the truss system. Frame 5 Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 12 ----I 3 or greater N 12ee SP /DF.. SPF/HFse to 24' 3/12 8' 17 12 3r 24' - 42' 3/12 7' 10 6 er 42' - 54' 3/12 6' 6 4 er 54' See a registered professional engineer Douglas Fir -Larch SP - Southern Pine / •Hem -Fir SPF - Spruce - Pine -Fir 4,r ti ryask �ry Diagonal brace also required on end verticals. All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required op chords that are kteraihl braced can bucide *ether and cause collapse @therebmo dine- al bracing. Diagonal bracing should be nailed )the underside of the top chord when puffins re &libehed to the topside of the top sherd. ••• • • • ••• •••• • •• • ••••• • • PLUMB Truss Depth D(1n) Maximum Misplacement 1. 4 1 Lesser of D /50 or 2" Plumb Line • OUT-OF-PLUMB INSTALLATION TOLERANCES. left • • ••• • • Biiw • • • • • • • •••• Length L(In) • • • • •• • • • L(In) Lesser of L/200 or 2" ......... ...... .........:.... ».... »........... Lesser of L/200 or r 200" 1" 16.7' 250" 1 -1/4" 20.8' 300" 1-1/2" 25.0° 6151 60- P'LANE'INSTAIIAION TOLERANCES. RANG R der circa s an is ls.QfthydeSCj.:_ t�hiti on. O6't UFtbr C • •••• • • • • • • • • • •• • •• • • • •• • •••••• • • • • • • • • •• • • • •••• • • • •••• • • • • • •• •• • • • •• •• • • • • •••• • • • • • •••• • • • • • • • • ••• • •• rD C�°� 7 FEB262001' BY: '''''''''' -------- vfp kg r// NO CoAtiv ,,r5, (3 7,�`D1 `1A my- 1. eizwig Attoop PI