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145 NE 95 St (6)551 4(x®9 SUBJECT: ADZ)/ rio0/ 7 142. STEVE Jo NN!J oW `t /1-S /VC 9r 'T M / AMf sNaZe.r PCR.Mrr N= 319 x ramp las (Nrn) k. Oda Wa Nd 1. OPD ©nd© o ff©Inu n consulting engineers, p.a. 9600 s.w. 8th street • suite 46 miomi, florido 33174 • i f' • /► i s COMP. BY: A � CHK. BY: DATE: S - G. 9 SHEET NO.: JOB NO • 92 • /0 1 L' mac MN NC I.Lark is WI. ©fl i d© im. fb[ilUW consulting engineers, p.o. 9600 s.w. 8th street • suite 46 miami, florido 33174 SUBJECT: A o,b l T7aAl 70 JHR. STEVE Jo Nt, row t J / ¢S /va 9 r ST kit And 1 T Hoxes PERM/T Aft 31 9 3 a • 4 i 7 7\-7—r " • • J TI41 56 AIu4 To t3E GUT. Of . COMP. BY: CHK. BY: 9 DATE: SHEET NO.: JOB NO.: 2 Top op •izuss TR..u6S .AREA To a ca•T. oFF• __... 1 i i I 1 92.0 eo T TY Pt CAL TR O S. N- Fleof oEsc 5 / & TNK- Pt.YW000 , jeo.TH SIDES U . F . t✓X15i. T�-Ux. PP. -oFb o 2 )( 4 \\ v a ico'( M Sloss OF Ex1ST%NCa TRU' , Tot $ ao-Tote+ PtzO EP 2x4 N.ID. Fi l't:.E6L • 0 Square Ft. ) PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 49 :ik Tax Fo io� doW t a '! Date /(J� 6�' oC Job Address ! 7' a 1 ! ?1 N 1 Legal Description C ' ' J " _ U ice/ 1/ Master Permit # # ✓0/ Owner / Lessee / Tenant � S:LJ '-' Owner's Address / 2(, - Phone 4 , / e 267- � 4 Contracting Co. 74' le 4 � / �� ' g / Address . 200 e X �`�- Qualifier S54� .. -� Phone / — e73 �- / g�i Stat:g0O ; / Municipal ft Competency # 7 t k l.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVI / FENCE SIGN WORK DESCRIPTION ( Ll Sze'` °°/ 449 Estimated Cost(value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and /or Condo President Signatur o Co Date: Date: / / . CHURCH c, State of Ronda >< Cew dlw Po.tgg 1996 ::. No. CC197545 Notary as to Owner and /or Condo President otar( as to Con,@Rmch&yl My Commission Expires: y Commission ExpireGl nu,nb;r.ol I.D. produced: c ❑ DID take an oath, or DID 140T taketan oath. * J TOTAL DUE �J t ` aPp ** ** * * * * * * * * / * * * FEES: PERMIT 3e),0 RADON C.C.F. ` rO� NOTARY eo APPROVED: Fire Zoning Building ) Oil Electrical Mechanical Plumbing Engineering Other Owner / Lessee Signature Date: Notary as to My Commis PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date - t " /4Job Address I S M tG 95 4.81 Legal Description / Tenant .9 ° 7)0 S o v Owner's Address (c 951 J* . Contracting Co. M, 61/4110 4 41a/a/(4, Qualifier All Ufa U SS# - State # L Municipal # Competency #C6c0o42S2 Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELLECTRRICAL PLUMBING MECHANICAL ROOFING PAVI FENCE SIGN WORK DESCRIPTION e444fivk kierStiiJ Vi 6er /l) (: ( pCe (7; der vicy (JAJA 9-0/4 edff,, 1 4 c 9---44 A 4 4 /9 2 e).-AL, A # 7 , z . c . Square Ft. 3© '4 Estimated Cost(value) 4-qq ®, ®® b, 60 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Fu hermore, I authorize the above -named contractor to do the work stated. and /or Condo President & WI5&o.- .esident • APPROVED: Fire Zoning Buildin Mechanical Plumbing Notary My Co Tax Folio Master Permit # Q Phone Address "/4'SS 514 � / 7 '5' p Phone 51.5 40-1- Signature of Contractor or ilder Date: er ro. ** * � }?i;�' •, *; . *, -'. * * ' ** FEES: PERMIT RADON C.C.F. 71 NOTARY TOT/AL DUE 1 Other Electrical Engineering vik PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF 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 of property and street address: 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: 5. Surery:(Payment bond required by owner from contract r, if any) Name and address: Amount of bond $ 6. Lender's name and address NOTICE OF COMMENCEMENT rl �, f�aa 59 v -- r°a-A) (c15 •(. 9S -" M (A-r4 l 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, Owner 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: 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) Signature 01 Owner Print Owners Name j? Sworn to and subscribed b2'ore me this � day of 1.:-/i5/, 19 1 Notary Public Print Notary's Name (i My Commission Expires: G STATE OF FLORIDA, COUNTY OF DADE C MEReav CERTIFY that this is a froo,scvf ago oraginal rrod in this ffico on day of nd O tcialsoaf. 11-CLERFi, of Circui •. nd County Cowrta d'ii/irr Pik ) 6 c ) `7, O4, eu64 -7v II 62 JAI& 4aipt, (44 c4 S S Sw . 7-x'4 . ►(4 (L' ✓, -Tabsoh c /� r �9 1J,L. c )V d S 4 ( AAM, / 14)(4,i ■••..,..:. .Qt L 21,1)1 ` . •R397616 1994 AUG iu 12: 6 Prepared by: Address: 3�7 r f 4A 7^ s? Multiproductos Santa Cruz Guatemala City, Guatemala PRODUCT CONTROL NOTICE OF ACCEPTANCE Your application for Product Approval of AlhambraT" Clay Barrel Tile under Chapter 8 of Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Construction Research Laboratories, and Professional Service Industries, Inc., has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the Specific Conditions set forth in pages 2 et seq. and in the Standard Conditions detailed on page 3. The approval shall be valid for a period of three years. The Office of Code Compliance reserves the _ right to require retesting of this system within the first two years of the approval should any amendments to the South Florida Building Code be eriaeted affecting s co 1 ne s . d r roof system• ACCEPTANCE No: 93- 1102.01 EXPmBS: DEC 0 6 1996 APPROVED: DEC 0 61993 * *PLEASE NOTE ** METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 13 METRO -bADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1663 (305) 975 -2901 FAX (335) 375-2908 it Diamond, P.E. Product Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Post_lt° brand fax transmittal memo 7671 Charles Danger Building Code Compliance Department Metropolitan Dade County >c• METRO -DADE BUILDING CODE COMPLIANCE PRODUCT APPROVAL SECTION ROOF SYSTEM APPROVAL Acceptance Number. 93- 1102.1 k Manufacturer. Multiproductos Santa Cruz Zecape, Guatemala Product Control No.: 93- 1102.1 System: Subsystem: TYPe: Roofing System Type: Clay Contact: Gabriel Guerra Trade Names of Products Manufactured by Applicant: Alhambra" Clay Barrel Roof Tile (See attached drawing) Prepared Roof Covering Tile Mortar Set Approved: DEC 0 6 1993 Expires: DEC 0 6 1996 Tapered, Barrel - shaped, cast clay and sand tiles 8'A" wide by 3" high at the nose, 6 -5/8" wide by 2W high at the top, 18" long, and 'A" thick with a 16" long exposed area and set at an 11" wide module (center -to center of pan and cap tiles). Contact: Gabriel Guerra Trade Names of Products Manufactured by Applicant: Alhambra" Clay Barrel Roof Tile (See attached drawing) METRO -DADE BUILDING CODE COMPLIANCE PRODUCT APPROVAL SECTION Manufacturer. Multiproductos Santa Cruz Zecape, Guatemala Product Control No.: 93- 1102.1 System: Prepared Roof Covering Subsystem: Tile Type: Mortar Set Roofing System Type: Clay ROOF SYSTEM APPROVAL Acceptance Number. 93- 1102.1 Approved: OEC 0 6 1 993 Expires: 0 C 0 6 1996 Tapered, Barrel - shaped, cast clay and sand tiles 8h" wide by 3" high at the nose, 6 -5/8" wide by 2W high at the top, 18" long, and W thick with a 16" long exposed arca and set at an 11" wide module (center -to center of pan and cap tiles). Acceptance Number: 93- 1102.1 Approved: DEC 0 6 1993 Expires: DEC 0 6 1996 System Description: Multiproductos Santa Cruz produces various configurations of clay tile for mortar -set applications. All tile is manufactured • Zecape. Guatemala and Quimistan, Central America and is sold through Zion Senices Corporatio of Florida. Applications are approved for 3 " :12" to 6 " :12" and shall be applied over an approved underl .went. Multiproductos Santa Cruz, AlhambraTK tiles have been tested in compliance with all South Florida Building Code requirements for clay tile applications. i Multiproductos Santa Cruz, AlhambraTM tiles may be applied on sloped roof decks to a mean height not exceeding 40 eet. The follows g documents were submitted by the applicant with the application: Alhambram Hand -Made Barrel Roof Tile general literature Alhambra Hand Made Barrel Roof Tile Installation Manual Product drawing, Alhambra i Clay Barrel Roof Tile Trade Names of Products Manufactured by Others: Approved: me 0 6 1993 Expires: DEC 0 6 1996 Company /Applicant Product Namc Product Description 'Manufacturcr Hot dipped galvanized Nails for installation of the generic common nails ridge and gable tile. Head shall be larger than the tile hole. Mortar (See FM listings for approved insulation fasteners with specific insulation panels.) Masonry cement conforming Rinker to ASTIN C -91, type M, mixed with sand at a ratio of 2.25:1. Company /Applicant Company Performing Test Test Name/Report Datc #395 - 20006 -6 (Thickness, 07/23/93 Multiproductos Santa Cruz Prc Service Industries, Breaking Strength, and Absorption) Construction Research Laboratory, Inc. TESTING Acceptance Number: 93- 1102.1 Approved 0 6 1993 Expires: DEC 0 6 1996 CRL «5810A (Concentrated 05/18/93 Load Structural Uplift Resistance) 4' Trade Names of Products Manufactured by Others: Roofing Nails Flashing Cement 4•4.• a ALL aaw•t%.L... .I.LLVA Acceptance Number: 93- 1102.1 Approved: 6E0 0 6 1993 Expires: OFD 0 6 1995 Company /Applicant Product Name Product Description Manufacturer Multiproductos Santa #30 Base Sheet ASTM D -226, type I1 generic Cruz saturated felt to be used as a nailed base sheet #43 Coated Base Sheet ASTM D -2626, type 11 generic saturated and coated base sheet for single -ply underlavment. Mineral Surface Cap Sheet ASTM D249 Mineral • generic Surface Cap Sheet applied in type lV asphalt. Min. 12 ga. x 1" corrosion generic resistant roofing nails in compliance FF- N -105B, type n Tin Caps Min. 32 ga. x 1 -5/8" generic corrosion resistant circular disc. Valley Flashing 16" x.019" (26 ga.) generic galvanized steel valley flashing. Drip Edge Min. 2" x 2" x .021" generic galvanized steel drip edge. Tile Nails Min. 12d. corrosion generic resistant nails. Nail heads shall exceed the size of the nail hole. Flashing cement in compliance with ASTM D4586 -86, or D2822 -91. ASTM D312, type 1V Asphalt for bonding the Asphalt Mineral Surface Cap to the base sheet. (See FM listings for approved insulation fasteners with specific insulation panels.) generic generic t Minimum Slope: 3 ":12" Underlay meat: The underlay ment shall be a minimum built -up roof system consisting of an ASTM D -226 type 1I felt or an ASTM D -2626 43 lbs. coated base sheet mechanically attached to the minimum 5/8" plywood deck (15/32" if a re -roof) with 1" roofing nails and tin caps spaced in a 12" grid and 6" o.c. on the laps. The base sheet shall be overlaid with an ASTM D -249 Mineral Surface Cap Sheet bonded with ASTM D -312, type IV asphalt. Asphalt should be applied uniformly so that the felts do not touch. Tin cap and nail the Mineral Surface Roll 8" o.c. 1" form the top edge of the felt. Continue up the slope from the cave with 2" headlaps. Overlap adjoining rolls a minimum of 12 ". Apply flashing cement and cotton reinforcing fabric at all junctions of flashings and the Mineral Surface Roll. Edge Metal: Edge metal shall be installed at all perimeters with min. 12 ga x 1" annular ring shank, corrosion resistant roofing nails spaced 4" o.c. over the Mineral Surface Cap Sheet. All bonding surfaces shall be fully primed with ASTM D -41 primer. All joints shall be lapped a minimum of 4" with flashing cement between the joints. All wall flashings shall be a minimum of 8" up the vertical wall and 4" on the roof horizontally. All metal shall be nailed with min. 12 ga. x 1" annular ring shank, corrosion resistant roofing nails 4" o.c. All joints shall be lapped a minimum of 6" with flashing cement between the laps. All edge metal shall be flashed in one of the following ways: 1. The edge metal shall be nailed over the base sheet as noted above. The underside shall have a bead of Flaching cement. The top side of the metal shall be fully primed with ASTM D-41 primer and allowed to dry. The Mineral Surface Cap Sheet shall be bonded to the metal with type IV asphalt. 2. The edge metal shall be nailed as noted above to the top of the Mineral Surface Cap sheet. The underside of the metal shall receive a bead of flashing cement. The top side of the metal shall be fully primed with ASTM D41 primer and allowed to dry. Apply a 6" strip ME IRO-MALL Vr t.w•u PRODUCT APPROVAL SECTION Acceptance Number: 93 -1 102.1 Approved. l c 0 6 1993 Expires: DEC 0 6 1996 Gil Diamond, P. tr i�- Valleys: Application: TILE PREPARATION Acceptance Number: 93- 1102.1 Approved: DEC 0 6 1993 Expires: DEC 0 6 1996 of cotton fabric in a bed of flashing cement to bond the metal to the Mineral Surface Cap Sheet All eave flashings shall extend downward a minimum of 1 -1/2" with a 'A" drip edge and extend up thc slope of the roof a minimum of 7 -W. Pre - formed valley metal (16 oz. copper or 26 ga. galvanized sheet metal), min. 24" wide, shall be placed in the valley and nailed with min. 12 ga. x 1" annular ring shank, corrosion resistant roofing nails 6" o.c. The valley metal shall be set in a bed of flashing cement not thicker than 1/8 ". The top surface of the valley metal shall be fully primed with ASTM D41 primer and allowed to fully dry. Any joints in the valley metal shall be lapped a minimum of 6 ", be completely counterflashed and bonded with flashing cement. The Mineral Surface Cap Sheet shall be bonded to the valley metal with type IV asphalt. Close the openings below the tiles at the valleys with a bead of mortar and dress down to match the tile profile. Each tile coming in contact with the mortar shall be thoroughly wet with water before layup. The roofing contractor shall certify to the local building inspector that the tile has been conditioned in compliance with these provisions. FIRST COURSE 1. Roofing felt is to be marked off with guidelines prior to roof -top delivery' of the tiles. Horizontal and vertical lines will be chalked on the felt to obtain a professionally installed, watertight roof tile system. Mark all horizontal lines at 15a /." o.c. from the cave line, extending up the roof slope to the ridge. A short course at the ridge may be needed. 2. Mark all vertical lines at 11 -%:" o.c. Right to left, with the first line marked 10" from the gable end. 3. At the eave line, mechanically attach a 1" x 2" wood strip or 1" raised facia above the sheathing to boost thc first row dines. Colored mortar or manufactured birdstops may be used. t Alhambra Clay Barrel Roof Tile 51-1Au_ q5 rDem - n 6E1) L AM'b A ZION SE12VtCE5 6:42R . (2,o 5S7- 5737 MADC (1v ZE44 i aiwvx valaun G. A . 18" 93- /f 0e. p/ 6 5 ,, 8.5" • 1. • r Acceptance Number: 93- 1102.1 Approved: DEC 0 6 1993 Expires: DEC 0 6 1996 4. Set the first course at 16" from the cave; this will provide a 2" overhang at the cave. 5. All cave tiles shall be set in a bed of mortar of sufficient height to completely fill the void under the barrel tile. A vent hole (weep hole) should be neatly punched and mortar finished smooth and flush with the eave metal. 6. Each pan tile shall be set over two full 10" mounded trowels of mortar, centering the piece over the vertical guideline to keep the row straight. Press the tile down firmly to allow ' allow wet mortar to spread evenly under the tile. 7. After installing a maximum of two rows at a time, corresponding cover tiles are to be installed over the installed pan tiles, embedding side laps with mortar. 8. Where the field tiles meet the hip nailers, tiles should be cut along the hip boards. The joint between the cut tile and and the hip nailer shall be sealed neatly with plastic cement. 9. Where tile overlaps flashings, the tile must be fixed and cemented into place. SECOND AND THIRD COURSE Repeat steps 6 - 9 as noted above. HIP AND RIDGE All hip and ridge tiles shall be sct in a bed of mortar and fastened with a corrosion resistant, hot dipped galvanized 2 -3W4" tile nail. Point mortar at sides to a smooth finish. RAKE, GABLE, AND RIDGE TILES Fasten and cement all gable rakes on the 15-W horizontal lines using mortar and nails noted above. Gil Diamond, P ii .12/09/93 10:56 $305 375 2908 CODE COMPLIANCE METRO-DADE NOTICE OF ACCEPTANCE: STANDARD CONDITIONS METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2906 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- tcsting shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The. Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors; unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. it Diamond, P.E. Product Control Division Supervisor lit 011 - - This safety alert symbol Is used to attract your T attention) PERSONAL SAFETY IS INVOLVED! When *you see'thls symbol '= BECOME ALERT HEED ITS MESSAGE..; , :.; . CAUTION:: A:t CAUTION. Identifies safe operating practices or indicates unsafe conditions that could result in ersonal in u' ° . p j ry:or damage to HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES® It is the responsibility of the builder, building contractor. licensed contractor,. erector or erection contractor to properly handle and install metal plate connected wood trusses to protect life 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 truss industry, CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad- A vised to obtain and read the entire booklet'Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91' from the Truss Plate Institute. Trusses stored horizontally should be supported on blocking. I TRUSS STORAGE CAUTION: Trusses should not be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. A WARNING: Do not break banding until installa- tion begins or lift bundled trusses by the bands. ., ...1?...,._.... ,....::_ .._ .,.... , WARNING: Do not use damaged trusses. Frame 1 DANGER:. A DANGER designates a condition where failure to foliow,Instructtons orheed warn -° ing, will: most likely result 'in serious personal • Injury or death or damage tostructures. - -- WARNING:- A WARNING describesa condition where failure tofollow instructions could result In" severe !nJury or damage to'structur'es. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer, builder, or erection contractor. 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, builders, installers. and others. Copyright c© by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without the written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connec- tions should be made with minimum of 2 -16d nails. All trusses assumed 2' on- center or less. All multi- ply trusses should be connected together in ac- cordance with design drawings prior to intallation. 2 Trusses stored vertically should be braced to prevent toppling or tipping. A DANGER: Do not store bundles upright unless properly braced. A DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly, prohibited. A _ .WARNING D not: attach ca " challis or h oks t o..l1 t h e �11� eb nembers.''" Approximately '/2 truss length Spreader Bar II``_II.. Toe In Approximately '/z to 35 truss length Spreader Bar Toe In Less than or equal to 60' Approximately 1/2 to '75 truss length Less than or equal to 60' Approximately 1/2 truss length Truss spans Tess than 30'. Toe In Toe In CAUTIONATemporary' bracing in this summary s sheet is adequate; for, the trusse with�sim tar: configuratioris:` . Consult _ a`registtered'prof6ssi onal engineer if a different �.= bracing, arrangement is desired. Ttieerigineer. may d`esign.bracing"1n accordan -_ Recommended Design Specification for Temporary Bracing of Metal Plate= Connected Wood ' Trusses; DSB -89, and in some cases determine that a wider spacing is possible. "' GROUND BRACING:BUILDING INTERIOR c s around brace nd brace (EB) .\ • 1 bliss of braced r group of trusses •, Ground brace — vertical (GBv) • ° Ground ba e diagonals (GBD) Note: 2nd floor system shag hevs adequate capacity to support ground brad' c _ _ • floor MECHANICAL INSTALLATION Frame 2 • W ARNING Do not lift single trusses with loans greater than 30• by the pea R. .#1�ir4"x644. P :dco'+s1F ` f' J r. . ' '�IIC } • At or above r mid - height 1 AIL ono Es Approximately 3'i to 3'. truss length Greater than 60' Strongback/ SpreaderBar 10' 10' 1 10' Approximately 35 to 3'. truss length Greater than 60' Strongback/ SpreaderBar GROUND BRACING: BUILDING EXTERIOR Typical vertical attachment / Plan Blocking —_ Side Ground brace _ vertical (GBv) Ground brace diagonals (GBD) Ground brace vertical (GBv) Backup ground stake A _ ,...;:, ......... •,,........,...;.....,....„......„...:_i_i_.i.„,....,...,_:„..,...1...i.;.....,,..,...1.,.......„.„..„.,...,,I....f. .. CAUTION: Ground bracing required for all installationse z ' St ut (51) • multiple stakes (HT) Grou - brace 1d truss of brace lateral (LBG) group of trusses ... End brace (EB) .i / • Driven Typical horizontal tie member with ground stakes. f SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LB& TOP CHORD DIAGONAL BRACE SPACING (DBS) j# trusses] SP /DF SPF /HF Up to 32' 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer SPAN MINIMUM PITCH DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP /DF SPF /HF to 28' 2.5 7' 17 12 _p Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir 12 4 or greater SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces — lapped at least 2 trusses. Frame 3 DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at (east 2 trusses. WARNING: a- au these recommendatio n s could re in € severe ' personaltnJury or,�damage to trusses or buildings • , g< J Continuous Top Chord Lateral Brace --�\ Required 12 SP - Southern Pine SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace Required PITCHED TRUSS /<s> \ 4/ <NN 1 SCISSORS TRUSS SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBS) BOTTOM CHORD DIAGONAL BRACE SPACING (DBS) [# t usses] SP /DF SPF /HF Up to 32' 4/12 15' 20 15 Over 32' -48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered processional engineer Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. WARNING: Failure tofollowthese recommendations could result in severe personal Injury or damage to tru or . buildings: a = WEB MEMBER PLANE 1 12 -- I 4 or greater Permanent sP continuous lateral bracing °� as specified by the truss engineering. Frame 4 DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. SP - Southern Pine SPF - Spruce - Pine -Fir BOTTOM CHORD PLANE Cross bracing repeated at each end of the building and at 20' Intervals. SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONAL BRACE SPACING (DB [# trusses] SP/OF SPF/HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer 1 • DF - Douglas Fir-Larch SP - Southern Pine HF - Hem-Fir SPF - Spruce-Pine-Fir The end diagonal brace for cantilevered trusses must be placed on vertical webs In line with the support. ONAR I■1 I t:iG i I ur e to follow these recommendations could result in ‘seyeleRersonOlinjUry,ordamage,tO trusses or buildings. • I 4x2 PARALLEL CHORD TRUSS:TOP CHORD -fl i?nrsii A • -fc--,,. 1 .. .1.,,,z,,e; al least 1 WcLi.:4:0;e4A;eT*c•.-: -/•Cts-s • r. .:.•.- sn e • ,-- e • - .7f0.. ¼ . A- +.,Zi: trUSSesileVralit , ,,;.4*-• - ,.‘"si•-isIsr.f• -2- ''''':•''lig"44 ' ?si4er'144" 4, 2:4 7 T:ei?S'7!:6'57: End diagonals are essential torn., stability and must be duplicated on both ends of the truss system. End diagonals are stability and must be dup both ends of the truss system. Frame 5 2x4/2x6 PARALLEL CHORD TRUSS 30'03 Continuous Top Chord Lateral Brace Required •••• 13 .; • . . Attachment Required 10' or Greater 30 or greater Continuous Top Chord Lateral Brace Required N 10' or Greater N Attachment Required t Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LB) TOP CHORD DIAGONAL BRACE SPACING (DBs) [# trusses] SP/DF SPF/HF 12 Up to 24' 3/12 8' 17 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer D(in) D/50 D(ft) 12" 1/4" 1' 24" 1 /2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 9 6" 2" 8' 108" 2" 9' L(In) 1/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' L(in) 11200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' DF - Douglas Fir-Larch HF - Hem-Fir I MONO TRUSS Truss Depth D(in) Diagonal brace also required on end verticals. SP - Southern Pine SPF - Spruce-Plne-Fir WARNING: Failure tofollowneSeyeaorpmendations could result In .- severe personal Inju or damage tiusses or buildings. t-:-- • PLUMB Maximum Misplacement - Lesser of D/50 or 2" Plumb Line Continuous Top Chord Lateral Brace Required 10' or Greater OUT-OF-PLUMB INSTALLATION TOLERANCES. PV ..s;.=. [INSTALLATION TOLERANCES 1 T ±y: F Frame 6 2 L(in) • • • ..... ...... 12 — 13 or greater Length L(in) t Lesser of 1/200 or 2' All lateral braces lapped at least 2 trusses. L(in) BOW . .......... " .......... .... OUT-OF-PLANE INSTALLATION TOLERANCES. ............. Lesser of L/200 or 2" ... VW. NGEFr d I - ir • DA : n er no c rcums ances s ou construction loads of any description beplaEed ---• • . . on unbraced trusses. •.-. Product Code 13 -112' JHA 213 JOIST/TRUST HANGERS, ADJUSTABLE Material • Dade County Approved Wood Accessories Dimensions 18 -16d Fasteners Joist 3 -10d BASCH PRODUCTS DIVISION DASCH MP HANGER THE HIP HANGER IS USED TO FRAME JOIST TO HEADERS WHEN THEY FRAME TOGETHER AT A 45 DEGREE ANGLE. THE STRAP 1S INSTALLED STRAIGHT .UP THE HEADER. HIP MANGER DESIGN TABLE FASTENERS 12) DESIGN LOADS fibs) (1.3) MODEL JOIST HEADER NORMAL WIND UPLIFT (4) 2 x l8 4-16d 9 -16d 1206 712 ' 2 x18 4 -16d 11 -16d 1474 712 2 x18 4 -16d 13 -16d 1742 712 2 x18 4 -16d 15 -16d 2010 712 3 x 18 4 -16d 9 -16d 1206 712 3 3(18 4 -16d 11 -16d 1474 712 3 x18 4 -16d 13 -16d 1742 712 3 x18 4 -16d 15 -16d 2010 712 4 x18 4 -16d 9 -16d 1206 712 4 x18 4 -16d 11 -16d 1474 712 4 x18 4 -16d 13 -16d 1742 712 4 x18 4 -16d 15 -16d 2010 712 $%silinp Address. . .P.0.11(0524237 M1AN41.1FLA.33152 Factory: • 4E01 N.W. T2nd AVENUE 1IAMI.FLORIDA Phone: 4306)11115-3891 Florida Watts M 4324712 Notes: 1. ,Design Loads are based on wood speicies in Group II per Table 13.14 of the National Design Specification. 2. Fasteners are common w!re nails. 3. 'Normal" loads may be increased for duration of load in accordance with Section 2.2.5 of the NDS. 4. blind uplift load has been increased by a duration of`load factor of 33 1/3 percent and no further increase is allowed. 4 • BASCH PRODUCTS DIVISION A DEPENDABLE NAME . . . FOR RELIABLE PRODUCTS "A" BASCH JOIST HANGER . Q� Mailing Address P O BOX 524237 MIAMI, fL 33152 i Factory 5601 N W. 72nd AVENUE MIAMI, FLORIDA Phone (305) 885.3991 Fill. (305) 885.010:' Florida Watts 1- 800.432 -8717 The Basch strap type Joist Hangers are manufactured from galvanized steel as shown above. Hangers are installed with 16d nails. When ustnq joist or trusses narrowep 76.1n the bucket width, lood shims are required bett:een each side of the bucket and the joist or truss. 4 JOIST HANGER DESIGN TABLE Group II - Southern Pine FASTENERS 42) DESIGN LOADS (lbs) (1.3) MODEL JOIST HEADERS NORMAL MAXIMUM WI ND_Lifurr TYPE: 2 x 6 6 -16d 3 -1 6d 405 732 C 2 x 13 6 -16d 5-16d 675 732 C 2 x 10 6 -16d 7- 945 732 1 ' 2 x 12 6 -16d 10 -16d 1350 731 C 2 x 12 6 -16d 8 -16d 2000 2500 732 AIR(5) 2 x 18 6 -16d 16- 2150 2688 732 C 2 x 2 4 6 -16d 16 -16d 2150 732 C 3 x 6 6 -16d 7-1 945 732 - c • 3 x 8 6 -16d 10- 1350 732 r 3 x 10 6 -16d 13 1755 732 C 3 x 12 6 -16d 16-16d 2150 732 C 3 x 12 6 -16d 12 1000 3750 732 AIB(5) 3 x 18 6 -16d 22 -16d 2970 3713 732 t' 4 x 6 6 -16d 7-16d 1176 732 -- C 4 x 8 6 -16d 10 16d 1680 732 C 4 x 10 6 -16d 13 - 2184 732 f' 4 x 12 6 -16d 16 2150 732 t' 4 x 12 6 -1.,d 12 16d 3000 3750 732 AX/ (5 ) 4 x 18 6 -16d 22 2970 3713 732 c 4 x 24 6.- ',Id 28-16d 32HII.--_ _ — 132 C txlu 6- 16d 12 lbd 3000 3750 732 non (5) 2 x 12 6 -16d 16 16d 2150 732 t: DOUBLE 6-16d 21 -16d 2835 732 C 2 x 18 6 -16d 22 -16d 2970 3713 732 C Nrrtes: 1. Design loads are based on vnod species in Group II per Table ILIA of the National 0cstgn Specification. - 2. Fasteners are Gunton wire nails. 3. `Normal" loads may be increased for duration of load in accord+tnr.o with Section 7.2.5 of the PC1: u;• to the "toxin" ann. load tab.lat0 for 1. +■d only. 4. hind uplift load has been increased for d.:ratron of load factor 01 3i : 3 pe, aa:ia and no further increase is allowed. S. The ranrrr.r. header width shall be 3 in. . 7y>.c A15 req.rires total number of nailssrnas 3 nails on ttr far std tent over are: all nail tteles oast Oe filled. E HURRICAN .LIP PER JACK � / ONE. HURRICANE \„,_ r1 ie oco ioi+r / TWO / ONE NURRICRNE HURRICANE/ CLIP PER JACK CLIPS 160 Ib. • • TWO ■ oURR ICRNE 160 I b. 160 Ib \ CPS MOOT : O0O -SU -UU VAX 1104-11117-110011 TRUSSCORP ZNTiRNATZONAL M OOw AA WOYT MAMMA A OMNI •••O O7 N OTE: H URRICANE CLAPS ANO s5' HANGERS CAPABLE OF TRANSMITTING THE REACTIONS SHOWN SHALL B E PROVIDED FOR . EACH P ARTICULAR SET -BACK S YSTEM AS APPLICABLE. '► USE HURRICANE CLIPS O R EOU I VALENT FOR .JAC T 0 CORNER -JACK CONNEC TIONS. • 4 5' HANGERS MUST SUPPORT CORNER —JACK ONLY. • 4TRUSSCORP. INTERNATIONAL w I LL SUPPLY 45' HANGER ONLY. 45'HANGER \ 45 "MANGER :r.0 Ib. : 360 Ib. \ 360 Ib. I C - -- , I 1 e -e -L 1 , )43H8 13S ET BRCKil . . — n I II I J - - . 1 - r E HURRICAN .LIP PER JACK � / ONE. HURRICANE \„,_ r1 ie oco ioi+r / TWO / ONE NURRICRNE HURRICANE/ CLIP PER JACK CLIPS 160 Ib. • • TWO ■ oURR ICRNE 160 I b. 160 Ib \ CPS MOOT : O0O -SU -UU VAX 1104-11117-110011 TRUSSCORP ZNTiRNATZONAL M OOw AA WOYT MAMMA A OMNI •••O O7 N OTE: H URRICANE CLAPS ANO s5' HANGERS CAPABLE OF TRANSMITTING THE REACTIONS SHOWN SHALL B E PROVIDED FOR . EACH P ARTICULAR SET -BACK S YSTEM AS APPLICABLE. '► USE HURRICANE CLIPS O R EOU I VALENT FOR .JAC T 0 CORNER -JACK CONNEC TIONS. • 4 5' HANGERS MUST SUPPORT CORNER —JACK ONLY. • 4TRUSSCORP. INTERNATIONAL w I LL SUPPLY 45' HANGER ONLY. 45' MANGER /_ ".. ' "' " " "' • 45'MANGER 250 I b . / 250 Ib. '% 250 I. I [ -e - ET BRCKil . . — I - - . 1 - - - - - E HURRICAN .LIP PER JACK � / ONE. HURRICANE \„,_ r1 ie oco ioi+r / TWO / ONE NURRICRNE HURRICANE/ CLIP PER JACK CLIPS 160 Ib. • • TWO ■ oURR ICRNE 160 I b. 160 Ib \ CPS MOOT : O0O -SU -UU VAX 1104-11117-110011 TRUSSCORP ZNTiRNATZONAL M OOw AA WOYT MAMMA A OMNI •••O O7 N OTE: H URRICANE CLAPS ANO s5' HANGERS CAPABLE OF TRANSMITTING THE REACTIONS SHOWN SHALL B E PROVIDED FOR . EACH P ARTICULAR SET -BACK S YSTEM AS APPLICABLE. '► USE HURRICANE CLIPS O R EOU I VALENT FOR .JAC T 0 CORNER -JACK CONNEC TIONS. • 4 5' HANGERS MUST SUPPORT CORNER —JACK ONLY. • 4TRUSSCORP. INTERNATIONAL w I LL SUPPLY 45' HANGER ONLY. A LOADING (PSF) TOP LIVE= 20 TE!P 0E 4E. - . I S BUTTON - 10 TOTAL " Al v ' 4" 0 4 _ Iqs SCALE fi/g '- i • SPACING_ ._ • O.C. TPI MON GAIT ALLOWABLE STRESS INC. 1 9 2Lou 11 2' - 2 / o a 2 t -D U Gv R oe-R Lea) 0 • 8 ' OF FLOr9IO,q' _Pck cc2R 4 �Q�'�f GT1C�lc15 �0 8 DA D6" e!, U'x'rr' - j o f ? z4- REk'L1101 J @ r� = 6.3 ,c 286 -= 28�(, 0 2 1 1 2 Q = '�• 4( .4 1 1 0 e EA AX FL *D .••• 4 U =E GT1 O �i GOD. }j . 11 (1 -O A L S, x.3 +6 286 f-4.d 1 :3S- I.2, 4(aS + 0.33 v.1 = ‘po1e1, ?'1 lc l R "sot 4 r,77 (� a (Ilos.so Ibs 1.4 . ( Le: 6e:r q.3 ?d.4 yrs +2, 7 ,3 )C 10 +0, 3 .4r R ' = Ticf6..02 j ? 34'1.6a . k..??-3 P 3 Ibs - --QE T1 ' @ c mti. .(-7 -� = 4 , 3 3 x05 +�- 3 3�cios-- o,2�`�= '1•'f7 ( 6R = (oa1.dr7 t72. -Q- = 346 1, b 0[:SIG;;f O 11? 11 CHECKED BY DATE .4 //$fro OSTI . RFf1! lP r 4 MINIMUM 6E. OF LUMBER TOP 2X 4 NUMBR.1 SPKO BOTTOM 2X 8 NUMBR.i SPKD WEBS 2X 4 NUMBR.3 SPKD (W/B • WITH BLOCK ) TOP CHORD SPLICE PLATE SIZE B - C 3X8 BOT CHORD SPLICE PLATE SIZE E - F 5.5X8 Afht/. • 3 ' 344 CAMBER SUGGESTED LOADING (PSF) _TOP LIVE 30.0 TOP DEAD 15.0 BOTTOM 10.0 TOTAL 55.0 l' -0/2' TQ 7"-0 A -B B -C C -D 2r 14.10,2,e 0 SP :.. cOfr1fyO,v AC.er:5 CONNECTOR PLATES ARE BEMAX 20 6AiE. EXCEPT AS SHOWN. NANUFACTURRED FROM ASTN A 448 GRO A OR BETTER STEEL. INSTALL PLATES SYMMETRICALLY ON BOTH FAGS OF JOINTS„ EXCEPT AS SHOWN. AVOID KNOTS. MANE AND DISTORTED GRAIN. JOINTS TO BE HELD FIRM.Y TOGETHER UNTIL TEETH ARE D® IN WOOD. (SEE TPI: QUALITY COMM. NANUAL.) SCALE 0.50 '= i' SPACING 1.0 ' O.C. TPI 78 DS6N.CRIT. ALLOWABLE STRESS INC. 33 % - 5042 A -E 4965 B -E 444 - 3135 E -F 4985 B -F -1907 0 F -6 3087 C -F 1418 C -6 -3274 D -6 -110 I ( 7 ?-Q ',/Act r "le/RR/CPA `L/ 510 2 fC 8 l Bd 41 4s 3.02 v : - c c / AM/LS 7 0/2 d s 1 FORCES : 2 Ad AlA/4.5 . 4 -10- 9 B. if!/0! EAST, IA/C. 11 ' '&94 5 9 SET S DESIGN ASSUMES CONTINUOUS LATERAL BRACING ON CHORDS BY SHEATHING AND . UN6. EXCEPT ad SFQM.BRACE BOTTOM CHORD AT INTERVALS OF 10 OR LESS IF NO RIGID CEIL...o IS APPLIED. THIS DESIGN ONLY SHOWS STRUCTURAL BRACING REQUIRED FOR INDIVIDUAL TRUSS.FOR PERNA ENT AND TEMPORARY BRACING ,WHICH IS ALWAYS REQUIRED. COHSLLT BUILDING ENGINEER OR ARCHITECT. REFER TO MIT: COIETNT■RY AND RECOMEtDATI0NS (TPI) .ALL DIIENSIONS. LOADING AND BEARING CODITIONS TO BE CHECKED AND VERIFIED BY ENE.. ARCHITECT. OR BLOG.OFFICIAL PRIOR TD FAORICATIOA. REACTIONS A -1048 6 - 1904 NOTE: ALTERNATE TOPG1-10:17 2x6 IJO. 2 KD S SPLICE AT 1/4 TO 1/3 OF PANEL LENGTH FROM EITHER JOINT. DO NOT SPLICE CONSECUTIVE PANELS OR SANE PANEL TWICE. 1X4 OR 2X3 cONT. BRACING CONN. TO WEB W /2-Bd NAILS MIN. o� /'icMJ.e 2 -o o. C. 4 -10- 9 0 ici4h?7 4L ,e or L , `/Gar' QEVI5tD: 6 -*l DESIGNED BY JAI CHECKED BY MYI DATE 5/14/82 RANG.# 12 -UT -0352 DSGN.REQUEST Nt 0 _ == <-t-c- «A . C . E Customer : Project #: Span 2X8 2 6,,2 1 3X4 ,EFT HEIGHT :1 -5 ..,C JADING i PSFl L D :'0P 40 10 OTT 0 5 .S Version 5.6B»» -----.---- MAT. ADD. JOHNSON 6897F Truss ID 24 -9- -8 Quantity REACTIONS - SIZE 1= -898 8.00 10= -898 8.00 LATE OFFSETS (X= LEFT, ?: TOP):(i3 = 2,1.51,68= 3,1.51,fi11= 3,1.51,612 :2,21,fi16= 4,1.51, 1 3 -10 -4 1 7 -6 -10 ( 11 -3 13 -6 -8 17 -2 -14 1 20 -11 -4 ( 24 -9 -8 3 -10 -4 3 -8 -6 3 -8 -6 2 -3 -8 3 -8 -6 3 -8 -6 3 -10 -4 3.5X5 3 16 3X7 3X4 4 15 6X10 3 -10 -4 7 -6 -10 . 11-3 3 -10 -4 ' 3 -8 -6 ' 3 -8 -6 2X3 5 14 f 000440 1 - -- - - - -- ---- ««TRUSSCORP . » > __ _ Mon Feb 03 12:40:08 1992 : F4 Family # : special : 7 Top Pitch : /12 2X3 6 13 3X4 3X4 3X4 7 5X6 S 1PL . W/B 12 3.5X5 3.5X5 8 3X7 13 -6 -8. 17 -2 -4 20 -11 -4 24 -9 -8 I i - f 2 -3 -8 ' 3 -8 -6 ' 3 -8 -6 ' 3 -10 -4 3X8 9 3X4 SPAN : 24 -9 -8 RISE :1 -5 RIGHT I-IE IGHT :1 -5 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 4 -5 =0.614 TOP CHORD:2 *4 No.2D 19 SP BOTT 13 -14 =0.944 BOT CHORD :2 *4 Nu.1D 19 SP DEFL.@13 =0.62 < L/360 WEBS :2 *4 No.3 19 SP SPACING : 16.0 in. u. u. NO. OF MEMBERS - 1 10 =TR.INC.: LUMB = 1.00 PLATE = 1.00 ;EPETITIVE STRESSES USED JEB: 2 -16; 9 -11 TO BE 2 *:4 No.2D 19 SP LATES ARE BEMAX 20- 240,153 MANUFACTURED FROM ASTH A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON BOTH FACES OF JOINTS. SYMMETRICALLY(EXCEPT AS SHOWNIDESIGN CONFORMS WITH NDS DESIGN SPECS AND BOCA,NDS -91 MI5 DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT : t ARCHITECT OR ENGINEER. 3K8 === « «A.C.E.S Version 5.68>>>> 000439 1 __ Customer : MAT.ADD Pro:iect #I: b897F Truss ID : F3 Span : 12 -3 Quantity : 3 $117J,/4 3 a i 6 F t IL 1 I* 1. : J. 8 ,DADING (PSF) L D '_JP 40 10 0 5 REACTIONS - SIZE 1 = -658 8.00 6= -658 8.00 LATE OFFSETS (X= LEFT Y= TOP):[x7= 2,1.51,(x8= 3,1.5}, 4 -11 -12 4 -11 -12 4 - 11 - 12 4 -11 -12 SPAN:12 -3 7-3-4 2 -3 -8 ]1r� 4 t1v1 _ _ 3 4 3 6 I 1 I —LT= 1-71 4 3 X4 3X5 3X5 7 -3 -4 2 -3 -3 MAX STRESSES TOP 2 -3 =0.550 BOTT 7 -8 =0.373 DEFL. @7 =0.07 < L/360 RISL:f -8 12-3 d -11 -12 12 -3 4 -11 -12 MINIMUM GRADE TOP CHORD 2 *4 BOT CHORD 2 *4 WEBS 2 *4 - - - « «TRUSSCORP . >>» Mon Feb 03 12:38:13 1992 Family ## : special To Pitch : /12 RIGHT HEIGHT:1 - 8 OF LUMBER No.2D 19 SP No.2D 19 SP No.3 19 SP in. 0. c. - i TR.INC.: LUMB = 1.00 PLATE = 1.00 SPACING : 24.0 :EPETITIVE STRESSES USED NO. OF MEMBERS LATES ARE BMX 20- 240.153 MANUFACTURED FROM ASTH A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWNE LATE MUST BE INSTALLED ON BOTH FACES OF JOINTS. SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WITH NOS DESIGN SPECS AND BOCA,NDS -91 ES DESIGN IS FOR TRUSS FABRICATION ONLY .FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT HITECT OR ENGINEER. = :c «A.C.E Customer : Pro.iect #: Span LATE OFFSETS (X :LEFT,Y :TOP):fi9= 3,1.51,6 12= 5,1.51, 4 -4 -7 8 -7 4 -4 -? 4-2-9 .rFT HEIGHT :1 -8 �C : :ADING ( PSF' L D 40 10 3;:TT 0 5 .S Version 5.6B>>>> 000438 1 MAT . ADD. JOHNSON 6897F Truss ID : F2 19 -5 -8 Quantity : 15 REACTIONS - SIZE 1= -1054 8.00 8= -1054 8.00 5X6 SPL. W/B 143 -10 -8, 2 -3 -8 15 -1 -1 4 -2 -9 G « «TRUSSCORP . »: r =__ Mon Feb 03 12:36:23 1992 Family # : special Top Pitch : /12 19 -5 -8 4 -4 -7 4-4 -7 A -7 t i G4-1Q-A 1 5 -1 -1 19 -5 -fit 4 -4 -7 4 -2 -9 2 -3 -8 4 -2 -9 4 -4 -7 SPAM:19 -5 -8 RISE:1 -8 RIGHT HEIGHT:1 -8 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 3 -4 =0.607 TOP CHORD:2 *4 No.2D 19 SP BOTT 10 -11 =0.880 BOT CHORD:2 *4 No.2D 19 SP DEFL. @10 =0.28 < L/360 WEBS :2 *4 No.3 19 SP =TR. INC .: LUMB = 1.00 PLATE - 1.00 =,EPETITIVE STRESSES USED •'EB: 2 -12; 7 -9 TO BE 2 *4 No.2D 19 SP LATES ARE BEMAX 20- 240,153 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND BOCA,NDS -91 HI3 DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REflD)CONSULT BLDG ARCHITECT OR ENGINEER. SPACING : 24.0 in. o. e. NO. OF MEMBERS = 1 :- _(<«A.C.E Customer : Fro.ect #: Span 4X8 2 1 3X4 EFT HEIGHT:1 -8 ;JADING (PST) L D P 40 10 _:TT 0 5 .S Version 5 MAT.ADD.JOH 6897F 24--9 -8 REACTIONS - SIZE 1= -898 8.00 10= -898 8.00 LATE OFFSETS (X: LEFT, Y = TOP): fa2: 3,21,fa3= 2,1.51,fa8 :3,1.51,fa9= 5,21,1 all :3,21,6 12= 2,1.51,fa15 :3,1.51,6 16 =5,21, ( 3 -10 -2 7 -6 -8 11 -2 -14 13 -6 -10 17 -3 20 -11 -6 1 24 -9 -8 3 -10 -2 3 -8 -6 3 -8 -6 2 -3 -12 3 -8 -6 3 -8 -6 3 -10 -2 3X5 3 16 3.5X8 3X5 .6a>>>> 000437 1 ...---. _ ----- « «TRUSSCORP . » . -_ NSON Mori Feb 03 12:34:28 1992 Truss ID : F1 Family # : special Quantity : 16 To Pitch : /12 3X4 4 15 5 14 5X10 SPL. W/B 2X3 2X3 6 13 3X4 3X4 3 -10 -2 7 -6 -8 11 -2 -14 13 -6 -10 17 -3 3 -10 -2 3 -8 -6 3 -8 -6 2 -3 -12' 3 -8 -6 3X4 7 5X6 SPL. W/B 12 3X5 3 X5 8 11 3.5X8 3X4 20-11-6 24 -9 -9 3 -8 -6 3 -10 -2 SPAN:Z4 -9 -8 RISE:1 -8 RIGHT HEIGHT:1- -8 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 4 -5= 0.446 TOP CHORD:24 No.2D 19 SP BOTT 13 -14 =0.951 BOT CHORD:2*4 No.2D 19 SP DEFL. @13 =0.42 L/360 WEBS :24 No.3 19 SP 4X8 1 Q TR. INC .: LUMB = 1.00 PLATE = 1.00 SPACING : 16.0 in. o. ;EPETITIVE STRESSES USED NO. OF MEMBERS = 1 BATES ARE BEHAX 20- 240,153 MANUFACTURED FROM ASTH A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON BOTH FACES OF JOINTS. SYHMETRICALLY(EXCEPT AS SBOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND BOCA,NDS -91 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WBICH IS ALWAYS REQD)CONSU TECT OR ENGINEER. Customer Project #: DPaLL TOP CHORD BOTTOM CHORD WEBS 1-2-875 3-4; 824 • 2-4; 130 Z-3;-875 4-1- 824 2ADING (PSF) L D 73P 20 15 - yrr 0 10 Version 5.6B>>>> 000436 1 ----- MAT.ADD.JOHNSON 6897 13-8 6-10 6-10 6-10 HL TO PH:7-2-7 EFT HEIGHT:0-3-15 SPAM:13-8 LUMB = 1.10 PLATE = 1.10 .EPETITIVE STRESSES USED Truss ID : T3 QuantiLv : 2 REACTIONS - SIZE 1--585 8.00 3--585 8.00 4X4 2 I I I 1_1 4 £., X3 MAX STRESSES TOP 1-2=0.647 BOTT 4-1=0.356 DEFL.@4=0.02 < L/360 RISE :2-7-4 MINIMUM GRADE TOP CHORD:2*4 BOT CHORD:2*4 WEBS :2*4 SPACING : 24.0 NO. OF MEMBERS . ..,ATES ARE BEMAX 20-240.153 MANUFACTURED FROM ASH A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) TE MUST BE INSTALLED ON BOTH FACES OF JOINTS. SYMNETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND BOCA.TPI-91 AS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. 6-10 13-8 6 -10 Mon Feb 03 12:21:02 1992 Familv U 101 TOP PiLeh : 4./12 in u. c. = 1 OF LUMBER Nu.2D 19 SP No.2D 19 SP No.3 19 SP R. UL TO : 7-2-7 RIGHT HEIGHT - :0-315 t -==««A.C.E. Customer Project #: Span TOP CHORD 1-2=-15840 2-3=-10429 3-4=-10429 4-5=-13647 S Version 5.6B>>>> 000435 1 MAT.ADD.JOHNSON Mon Feb 03 12:19:03 1992 6897 Truss ID : T2 Family # ': 105 13-8 Quantity : 3 To Pitch : 4-./12 BOTTOM CHORD 5-6: 12883 6-7: 12883 7-8: 14967 8-1= 14967 4-7-8 4-7-8 WEBS 2-8= 5077 2-7=-6116 3-7= 6414 4-7=-3234 4-6= 2210 LATE OFFSETS (X=LEFT.Y=TOP):Ei2=3.5.21,1j3=2,21. 4-7-8 4-7-8 - 77,11.1. - ---- _--------..- 1 1 . .._ 4X11. __-- I -- 1 .-- ---. -- --. 1 1 _ 4X9 - -_ ---_ 1 I 1 8 3 X4 HL TO PH:7-2-7 EFT HEIGHT:0-3-15 SPAN:13-0 1,3ADING (PSF) L D - 3P 20 15 0 10 4X6 • 6-10 1 REACTIONS - SIZE 1=-5717 8.00 5=-5821 8.00 5X4 3 7 4X8 MAX STRESSES TOP 1-2=0.334 BOTT 7-8=0.927 DEFL.@8=0.09 < L/360 6 3 X4 9-9- 113-8 2-11-12 3-10-4 R‘ HL TO PM RISE:2-7-4 HIGHT HEIGHT:0-3-15 MINIMUM GRADE TOP CHORD:24:4 BOT CHORD: 26 WEBS :234 SPACING • 24.0 NO. OF MEMBERS OF LUMBER Nu.2D 19 SP Nu.1D 19 SP No.3 19 SP . !:171 - LI14(3. : LUMI3 = 1.10 PLATE = 1.10 -EPETITIVE STRESSES NOT USED 3ADING STRESS INCREASE LOADING PANEL(PLF) JOINTS(LBS) LUMBER PLATE TYPE 1 1.10 1.10 UNIFORM 1 5= 70 5- 8= 680 8- 1= 178 CONCENTRATED 8= 3945 EE,: 2-8 TO. BE 2*6 No.1D 19 SP 4 3 MEMBERS NAILED TOGETHER WITH 16d NAILS 12 in.-o.c. or 10d NAILS 10 in. o.c.(CHORD AND WEBS), FROM EACH FACE ** LATES ARE BMX 20-240.153 MANUFACTURED FROM ASTH A 446 GRD A GALVANIZED STEEMERCEPT AS SHOWN) LATE MUST BE INSTALLED ON BOTH FACES OF JOINTS. SYHHETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND BOCA.TPI-91 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT 0R ENGINEER. in. o. L. 22 3 - - =- <<<A.C.E.S Version 5.6B:»; -- Customer : MAT.ADD.JOHNSON Project #: 6897 Span : 30 -0 TOP CHORD i -2= -11405 2 -3= -10767 3 -4= -10857 4-5=-10857 5 -6 = -10 6 -7= -11405 Jr 'IT BOTTOM CHORD 7 -8= 10784 8 -9= 10784 9 -10= 10210 10-11= 10210 11-1Z= 10784 12 -1= 10784 4x3 3 4555 _ Ea 5 -6 5 -6 YjADING (PSF) 20 15 0 10 12 3X4 WEBS 2 -12= 107 2 -11= -603 3 -11= 2501 3 -10= 872 4 -10= -280 5 -10= 872 5 -9= 2501 6 -9= -603 6 -8= 107 _ . HL TO PH :11-7-2 V:FT HEIGHT:0 -3 -15 SPAM::0 -0 r 000434 1 ----- .-.--.- .- .- <<«TRUSSCORP. »= Truss ID : H1 Quantity : 4 REACTIONS - SIZE 1= -3945 8.00 7= -3945 8.00 11 4X5 7X8 SPL. W/B t., 10 4X8 11 -0 15 -0 . 19 -0 5 -6 4 -0 1 4-0 MAX STRESSES TOP 6 -7 =0.707 BOTT 9 -10 =0.873 DEFL.@10 =0.25 < L/360 4X5 ' 5X12 11 7 9 4X5 3X4 24 -6 5-6 R. HL TO PH :11 -7 -2 RI SE:3 - 11 - 15 RIGHT HEIGHT:0-3 -15 MINIMUM GRADE TOP CHORD:23 DOT CHORD:23 WEBS :244 TR.INC.: LUMB = 1.10 PLATE = 1.10 SPACING : 24.0 Mun Feb 03 12:17:00 1992 Family # : 314 Tup PiLch : 4./12 8 34 -0 J —b OF LUMBER Nu.2D 19 SP No . 1D 19 SP Nu.3 19 SP .EPETITIVE STRESSES NOT USED N0. OF MEMBERS ;!ADING STRESS INCREASE LOADING PANEL(PLF) i JOINTS(LBS) LUMBER PLATE TYPE I 1.10 1.10 UNIFORM 1- 7= 70 7- 9= 20 9 -11= 223 11- 1= 20 CONCENTRATED 9= 1815 11: 1815 s 2 MEMBERS NAILED TOGETHER Wi16d NAILS 12 in. o.c. or 10d NAILS, 10 in. o.c. (CHORD AND WEBS) ** LATES ARE BEHAX 20- 240,153 MANUFACTURED FROM ASH A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE RUST BE INSTALLED ON BOTH FACES OF JOINTS, SYKMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND BOCA,TPI -91 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. t t ===«<<A.C.E.S Version 5.6B>>» 000433 1 Customer : MAT.ADD.JOHNSON Mon Feb 03 12:15:04 1992 Project #: 6897 Truss ID : H2 Family # : 314 Span : 30-0 Quantity : 2 TOP PiLch : 4./12 TOP CHORD 1-2=-3108 2-3=-2292 3-4=-2174 4-5=-2292 L-6=-3108 BE BOTTOM CHORD 6-7= 2928 7-8= 2928 8-9= 2174 9-10= 2928 10-1= 2928 M M . 0 1a 1 6-6 3X4 _- = 3 X7 1 ___=====-= regr= L 6-6 6-6 ILADING (PSF) L D 7OP 20 15 (:)TT 0 10 WEBS 2-10= 127 2-9=-796 3-9= 360 3-8= 0 4-8= 360 5-8=-796 5-7= 127 10 2X3 6-6 13-0 6-6 HL TO PH:13-8-7 _EFT HEIGHT:0-3-15 SPAN:30-0 3 9 3X4 REACTIONS - SIZE 1=-1320 8.00 6=-1320 8.00 4-0 5X6 SPL. W/B . 17-0 4-0 MAX STRESSES TOP 5-6=0.692 BOTT 6-7=0.762 DEFL.@9=0.14 < L/360 11;4 4 3X7 6-6 23-6 6-6 RISE:4-7-15 SPACING : 24.0 NO. OF MEMBERS 7 2X3 MINIMUM GRADE TOP CHORD:2*4 BOT CHORD:24 WEBS :2*4 6-6 tf:= 3 X4 ---= --_ 5 _ qX7 .e.623 30-0 6-6 R. HL TO PH :13-3-7 RIGHT HEIGHT:0-3-15 OF LUMBER No.2D 19 SP No.2D 19 SP No.3 19 SP TIZ. INC. : LUMB == 1.10 PLATE = 1.10 - -;EPETITIVE STRESSES USED EB 2-9; 5-8 BRACED at 1/2 POINTS AS SHOWN ABOVE Lice: Use 1x4 or 2x3 Cont. Bracing conn. with 2-8d nails min. MS ARE BEM 20-240,153 MANUFACTURED FROM ASTH A 446 GRD A GALVANIZED STEEMEXCEPT AS SHOWN) LATE MUST BE INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND BOCA,TFI-91 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REU)C •RCHITECT OR ENGINEER. in. u. u. 1 S -__ « <A.C.E.S Version 5.6B >>?> Customer MAT . ADD. JOHN SON Pro.iect # 6897 Truss ID : T1 Span 30 -0 Quantity : 9 TOP CHORD 1- 2 = -2879 2-3=-2529 3 -4= -2529 4 -5= -2879 I 3X6 1 - --- liM HL TO PH:15 - 9 -1Z _EFT HE IGHT :0 -3 -15 SPACE : 30 -0 OADI NG (FSF ) L D 20 15 KiTT 0 10 BOTTOM CHORD WEBS 5 -6= 2716 2 -7= -478 6 -7= 1880 3-7= 751 7 -1= 2716 3 -6= 757 4 -6= -478 7 -10 -14 7 -10 -14 10-3-4 10 -3 -4 1J - F12 7 -1 -2 7 3X4 MAX STRESSES TOP 4 -5 =0.960 BOTT 7 -1 =0.966 DEFL. @7 =0.14 < L/360 TR.INC.: LUMB = 1.10 PLATE = 1.10 EPETITIVE STRESSES USED --r 000432 "I -- .-..-.---.- - - - < <<<TRUSSCORP . > >>: ___ REACTIONS - SIZE 1= -1320 8.00 5= -1320 8.00 • 19 -8 -12 9 -5 -8 22 -1 -2 7 -1 -2 2X6 SPL. 3X4 RISE:5 -3 -15 4X4 3 2X3 = ____ - -_ 2X3 MINIMUM GRADE TOP CHORD:2 *4 BOT CHORD:244 WEBS :2 *4 30 -0 SPACING : 24.0 NO. OF MEMBERS Mon Feb 03 12:13:14 1992 Family # : 104 Tuu Fituli : 4./12 3@�7 - W 7 -10 -14 10 -3 -4 R. HL TO PH :15 -9 -12 RIGHT HEIGHT:0 -3 -15 OF LUMBER No.2D 19 SP No.2D 19 SP No.3 19 SP in. o. C. = 1 LANES ARE BEHAX 20- 240.153 MANUFACTURED FROM ASH A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) :,ATE RUST BE INSTALLED ON BOTH FACES OF JOINTS. SYHHETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND BOCA.TFI -91 iIIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. Date PAT-`1,E" q$1 PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY Legal Description Owner / ,. / Tenant Owner's Address Contracting Co. Qualifier Square Ft. / Job Address Architect /Engineer Address Bonding Company Address Mortgagor Address State# 6d RO 9 / Permit Type (circle one WORK DESCRIPTION BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN Competency # Signature of Owner and /or Condo President Date: Building Address YSO,'t Tax Folio Master Permit # `S - 4 C - 1 e /` `"L r e ly Phone 5237- r W - 2 1 A7 SS# Phone 774 Ins.Co. PERMIT FEE: APPROVED: Zoning Mechanical Plumbing Engineering Electrical Estimated Cost 4/612 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of Contractor or Owner - Builder e• 7 2 6/9 / r^ Notary as to Owner and /or Condo President Notary as to Contractor or Owner -B.ubll, ? My Commission Expires: My Commission Expires 1 "' -1 ' " ' ' � - * * * * * * * * * * iliY tea,{ .- :4 Lnt s 5i09i1 : .AN. Fire Other PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Date y"04i - /Q Job Address 1W /1//6 , 4l',rtl i Legal Description � � �� /� Owner / Lessee / Tenant n,1 / F j , e f) `I x dew.' . Master Permit # ` Owner's Address / 3 it 6e 9S" f/ Phone Contracting Co. jrnaC KU' / % /u,11/ Address 3)0 6 Vi CP/. SO -U t/7 Qualifier i 1. 6 r9 SS4# Phone 33 ' y3yy CCG 0//0/S State #� Municipal fP Competency # Ins.Co. Architect /Engineer Bonding Company Mortgagor Address ** * FEES: PERMIT 3e 0 o APPROVED: A/ 1 Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL (ROOFING ' ' P AVING FENCE SIG If WORK DESCRIPTION /- #31) — �O �� '72 G��A52,// x,5/4, OG Square Ft. / ff ® 0 Estimated Cost(value) 63 — WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DC SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTENI TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUF NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, an on the attached addendum (if applicable). I certify that all work will be performed to meet th standards of all laws regulating construction in this jurisdiction. I understand that separat■ permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work wil. be done in compliance with all applicable laws regulating construction and zoning. Furthermore, authorize the above -named contractor to do the work stated. f 4 / 42 *Pe Web ,m67- re of own -• / or Con o ''residentype or stamp name of 13 att a of Contractor or Owner - Builder 9 R . sonally known [DOR prole I :D.[t --- Ty le and number of I.D. produced: / I. ice. f 1t«1� lI . ` �� / � i D G take an oath, or Notary as to Owner and /or Condo Presi NOT cake an oatlfi, as to Contractor or Owner- Builder My Commission Expires: ^,cc C My Commission Expires: J✓ . NOTARY PUBLIC STATE OF FLORIDA MY COMMISSION EXPIRES 5/09/94 ended thrutemblet Adams V8weet RADON C.C.P. Fire Zoning Building F Tax Folio if i i /- g,7 iie f 111S' ,kiy_si kAd Address itii Address * * * * * * ** NOTARY 5 `©e TOTAL DUE .3 Other Electrical Mechanical Plumbing Engineering MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether,herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date Owner's Name and Address_ c _ �� <_ °�� : � � Street--- - - -�� ._ y - - - Registered Architect and /or Engineer Name and address of licensed contractor \ v- Location and legal description of lot to be built on: Lot Block_ S ,1 -2 C Street and Number where work is to be done . \,___ - J> State work to be done and purpose of building (by floors) �_ t .� u New Building Remodeling Addition v Repairs No. of Stories To be constructed of Kind of foundation i, _ , ' -, Roof Covering Estimated Total cost of improvements $_ r - _ _Amount of Permit $ / / . . ' . -44 Zone cubage required _Plan Cubage 7 Distance to next nearest building Size of Building Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only s.ch subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed). \1 and for no other purpose. STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by die first duly sworn, upon oath deposes and says that he is the of the above descri lle d construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him state are true. / , C Permit No __�,. r /Date_ ; ' ( ' ) Read, Sworn to and Subscribed before me. Disapproved .'__ , r Date r____ 7 --- , 1- ______ � /r �/ J) Notary Public, State of Florida ( Signed) ,_:..:—;�:_ Building Inspector y // My Commission Expires PLANNIlG BOARD_ ___J/ DATE Chairman __fi � Member Member ` / Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper nnticc'Oinspection or faulty materials and /or workmanship. Maximum live load to be borne by each floor I hereby be sent to Permit No.___� D (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION F'®';.; BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date-- -. _ . 4(40 ,19 7V Owner's Name and Address. 4 S -. ' -- - .5 No. _ / -- . Street_ E ' 5 4 ? Registered Architect and /or Engineer. ll -- Name and address of licensed contractor. bZ d- 6 F /Iva _. Cca _ .._ t _ �/ Location and legal description of lot to be built on: " ° �� - '• �� ?` Z Lo. Block ��// Subdivision_ - p`e Street and Number where work is to be done .____ we 9r , s-7 — State j or'k to be done and purpose of building (by floors _ __ f __ -C. G -TI . J / p.A / _ _. a , �� j, -• -- d lc. d ' --0t/' ' -e! < e-hf - . 3 p' 0-2-.°1-- . a, _ / _ _ e-ae- 7- - 6 and for no other purpose. New Building Remodeling Addition__ Repairs.. No. of Stories To be constructed of Kind of foundation _ ....._ Roof Covering Estimated Total cost of improvements $..__ - - Amount of Permit $. ._._ .._ Zone cubage required Distance to next nearest building Size of Building Lot__ ate plan Cubage it all the p s and specif s for said bu All notice with refere to t he building a nd its constru may �/ cam' tl1c14,c,4" - - - -C /4 CL - - t" iv,/ >' / J27 — �/!/i�� 0„,_ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on wok to be performed _ under this permit, as are licensed by Miami Shores Village. Remarks -- - -- - -- — (Signed). STATE OF FLORIDA, COUNTY OF DADE. j Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Date._ / .1_ /. Read, Sworn to and Subscribed before me. Notary Public, State of Florida uilding Inspect& My Commission Expires PLANNING BOARD DATE Chairman _ ___ _ ____ _ ___ Member Member __ Member Member Member Council Approved _Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes :o this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Architect Contractor or Builder Legal Description Address of Building Lot MIAMI SHORES VILLAGE. FLORIDA ❑ DATE 195 PERMIT N? 5790 Contractor's License No. Owner of Building CONTRACTOR OR BUILDER Work to be performed under this Permit 31 Value of H Amount of Project $ H Permit $ Signed BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. Subdi- vision This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. BY AUTHORITY 6 BUILDING ❑ ELECTRICAL PLUMBING ROOFING Owner of Building_ Architect Contracto or Builder Legal Descriptio Address Building P ERMIT N? 8437 CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE. FLORIDA Work to be performed under this Permit 195_4 DATF Contractor's License No. This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed • BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY x. r Lot n BI Subdi- vision If Sq. Ft Amt. of Permit $ Value of Project $ r • BUILDING ❑ ELECTRICAL PLUMBING ROOFING Owner of Building_ Architect Contracto or Builder Legal Descriptio Address Building P ERMIT N? 8437 CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE. FLORIDA Work to be performed under this Permit 195_4 DATF Contractor's License No. This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed • BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY x. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date__._ � , Owner's Name and Address._. ..a__. /' ,_. . ;c - r _ No � S � Street.. ...e 2_ ,- ( Registered Architect and /or Engineer.... __. Name and address of licensed contractor S z !� � � , r � p �w v Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done ,I' L/ c 7. State work to be done and purpose of building (by floors) �) moo Z o / and for no other purpose. New Building Remodeling Addition.. & Repairs No. of Stories To be constructed of Kind of foundation Roof Covering G=- Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) -� ^at ji Y f STATE OF FLORIDA COUNTY OF DADE. Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. � ,'; '> ,i ,% 7,, Permit No �- Date ___��' %,? Read, Sworn to and Subscribed before me. Disapproved _. f Date ?' / .. (Signed) . 1 . - ^ i Building Inspector /PLANNING BOARD DATE Chairman 1 Member Member Member Member .. . Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Notary Public, State of Florida My Commission Expires MIAMI SHORES VILLAGE, FLA. JOB • 7 N° 6362 ADDRESS INSPECTION TIME READY • REMARKS. SPECTOR DATE BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Lot Description Address of Building 11 I MIAMI SHORES VILLAGE, FLORIDA PERMIT N? 13370 1 - }'' J Work to be performed under this Permit Bl. Subdi- vision Value of Project $ DATF 195 Contractor's License No Amt. of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed • BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY BUILDING CNSPECS VON DEPARTMENT APPLICATION F* If6LDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the vrork. Owner's Name and Address Registered Architect and /or Engineer. Name and address of licensed contractor STATE OF FLORIDA, COUNTY OF DADE. ss. MIAMO SHORES VILLAGE �l ® e, der - :fir a Date No. ® .1 '6 Q a Mr (' 9. . � � �. o /V Location and legal description of lot to be built on: Lot Block. Subdivision ®® Street and Number where work is to be done i _ C • ✓ 1 State work to be done and purpose of building (by floors) d ' '.z i l5 0 e e7 �� ,19 Notary Public, State of Florida Street F. • (I) I e f• and for no other purpose. New Building Remodeling _ Addition Repairs No. of Stories To be constructed of Kind of foundation.__. Roof Covering Estimated Total cost of improvements $ if • (' ^' Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor__ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the rovisions thereof, and will require similar compliance from all contra tors or sub - contractors )ployed by him in the work to be performed under this permit; and will post or cause to be posted for inspecti n n th site of the wor ch public notice or notices as are required by the Act. The undersigned agrees to employ only such st ntraa r w ork to b ormed under this permit, as are licensed by Miami Shores Village. •� /' /•' Remarks (Signed)._ Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared — — — to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No _ __,____ ____________ Date ` Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved I a to NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement or toe plans and specifications herewith submitted for the build • ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and nil provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the iuilding Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date..._.... ;... ....__ ..._.__ ...... ,1 No.. .._ .1 � ..... Street. » ._.5 Owner's Name and Address _ . Registered Architect and /or Engineer Name and address of licensed contractor New Building Remodeling To be constructed of Kind of foundation therein by him stated are true.. f Permit No. .i fQ Date....L )4q- Disapproved Date. d .. Date. ... tt (Signed) Building Inspector Chairman Member Member _....._......_..._.�...._ Council Approved Date NOTE: A charge of $1.00 will be made for the Planning hoard. A re- inspection fee of $1.00 will be charged materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT PLANNING BOARD DATE n:t. .t....,,,- ,tttnnnna : VI It d0.i — /P / C'c,_ Fez G . .) m =aj 7 . • / IJ/4' Location and lc WI-- of lot to bciuilt on: ' Lot / 3 4 W -- 1 s �.... Block 'S f Subdivision t� /� ONM PQ __......._ // � . _.. 3 `t 4' e .& 4 Street and Number where work is to be done /141� A' 9r. — s7 p e, �° AFe'e >z% e ;'-- - �G I I7vii ��9. -era State work to be done and purpose of building (by floors) — /' /' _ ....».. ... ........ _ ...._.. ».... e l GO— f f ._. A / __ y &I d 67,-' 4d /At ;1 49 ? Yp r,, Z Addition Repairs No. of Styr es 44, C •aov ®� Roof Covering Amount of Permit $...A e( 60 Estimated Total cost of improvements $ Zone cubage required _. ».._...Plan Cubage Distance .to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The undersigned applicant for this building permit does hereby certify that he understands and acce of Libor under the Florida Workmen's Compensation Act, being Section 5966. Compiled General Law and has complied Stith the provisions thereof, and will require similar compliance from all contract vin the work to be performed under this permit; and will post or cause to be poste r spe or notices as arc required by the Act. The undersigned agrees to employ only such su n " pennit, as are licensed by Miami Shores Village. Remarks (Signed) actors, is obligations as an cult toyer f Florida, Permanent Supple tent, s or sub - contractors employed hips site of the work such pub!' notice to • rformed der this �c 9 - -- //4 and for no other purpose. STATE OF FLORIDA, COUNTY OF DADE. f ss' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 1 °G 1 and who, being by me first duly sworn, upon oath deposes and says that he is the. eUNc of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts to me well known, Rea worn to and Subscribed before me. Notary Public ,$ ate o f u Florida , otary fm ?etc of F for;, a e. Large - My Commission Expir C orn' en E ' j Cc ooc: 12 1888 rcearcow ut - f - ,ra aW " M. Member Member Member ...._ Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection ore faulty Disapproved .- (Signed) APPLICATION FOR BUILDING PERMIT Application is hereby utndc for the approval of the detailed statement ur we plans and specifications herewith submitted for the build ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. MIAMI SHORES VILLAGE Dote..._.... �_ _r_ _ _........ , I9 . I ._ �f _ No t�treet _ 9 Owner's Name and Address Registered Architect and /or Engineer IrJ Name and address of licensed contactor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done ��jj�[��C State work to be done and purpose of building (by floors) ..1 Sr ter l.... Date. BUILDING INSPECTION DEPARTMENT kesnA:.<4 dtci PLANNING BOARD DATE Citair:nan Member \Icrr,ber Member Member Member Council Approved Date Disapproved /a5" 9.5 and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of undation Roof Covering Estimated Total cost of improvements $ ® Amount of Permit 5,...1. ` Zone cubage required plan Cubage Distance to next nearest building.. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. Notary Public, State of Florida Building Inspector My Commission Expires The undersigned applicant for this building p does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied ssith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to tae performed under this permit, as ar ) licensed by Miami Shores Village. Rein arks ...... lf.11L: ,=L r ..._ (Signed) STATE OF FLORIDA, COUNTY OF DADE. SS. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No _7 ! Date (3 )1c1 Read, Sworn to and Subscribed before me. ...................Date NOTE: A ch.trgc of $1.00 will be made for making corrections or changes to this application after approval the Planning Board. A re•rmpcction fee of $1.00 will be charged when such re- inspection is made necessary by Improper notice for inspection or faulty materials and /or workmanship. has been obtained from State # C9 Job Address ,'9 ,ei 9C—"a--x Folio Legal Description C, 1 / e i / I3 Historicall Designated: Jo S l ,) / LL fill CO/LOST/NA Pennit # 5 9 V (-15 N/ S' S Phone B ©s - D ,1),t eer Address d V E • g/921 1 -, ,7 2_ SS# Phone A Owner/Lessee / Tenant Owners Address Square Ft. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WOOF WORK DESCRIPTION g &) / " ( ec c WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT a O , OD RADON PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Municipal # t9c 9 4.3a L.ompetency # Co. C.C.F. Estimated Cost (value) NOTARY APPROVED: Zoning Building Mechanical Plumbing Yes ©(3 ONO ignature of Contractor or Owner - Builder 14-Xa 6 end as to Contractor or Owner - Builder D/te Commission Expires: ',VAx 11 /4 YVETTE ANDREWS -PEREZ rN 0 COMMISSION • C 7S0a22 EXPIRES JUL 19. 2002 50NOCO THROWN ADVANTAGE NOTARY Of IIORCA TOTAL DUE No d PAVING FENCE SIGN w g lectrical Engineering 123.01 -78 9/96 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Nam /,21 Address: ROOF CATEGORY ( L o w Slope Application) ❑ ( Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE d'New Roof G' Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (fte) 22 Sloped Roof Area (ft') Total (ft) 22 , C . Master Permit No. • T d 9 c 7 Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Fastener Type: d, � � fivi ' &n 11 F ie ld DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (D raw details as needV) Ft. A v Ft. A V L Deck type: / ATTACHMENT SPACING Perimeter: b C orner: � r r ROOF PLAN Page -1 PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, Ni 07470 • Your application for Product Approval of: GAF R►►beroid(g) Afodifed !?inane► Roof Systems for Wood Decks Under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and 'types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynatech Engineering, Inc., Factory Alumni Research Corporation, and Underwriters Laboratories, /rrc. has been recommended for acceptance by the Building Code Compliance Office to be Used in Dade County, Florida under the specific conditions set forth on pages 2 -60 and the standard conditions on page 61. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke. modify, or suspend the use of such product or material immediately. The Building Codc Compliance Office reserves the right to revoke this approval, if it is determined by the Building Codc Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97- 0804.14 Revises No.: 95- 1003.03 Expires: 11/06/00 Approved: 11/06/97 1 i 1 ` A 1 Raul Rodriguez Product Control Supervisor TIIIS IS TIIE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL • CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Codc Compliance Office and approved by the Building Code Committee to be used in Dade County, Fl ndl under the conditions set forth above. % /1 7 ` � 4 / C. = } li ✓ t - =� / / Charles Danger, P.E Director Building Code Compliance Dept. Metropolitan Dade County Applicant: - GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 NtoDUCT.CON'IltOL NOTICE or ACCEPTANCE ROOFING SVSTLM APPROVAL Caleaolyi Membrane Roofing System Sub - Category_ Built -up Roofing Type• Modified Bitumen Sub -Type: APP and SBS System Description GAF Materials Corporation has been manufacturing commercial rooting products for more than 100 years. GAF produces a wide range of roof products for built -up rooting systems. The modified bitumen products include both API' and SBS products in smooth, granule and fire rated versions. In addition. GAF offers two ply modified systems to meet the specification requirements for ntultilaycr SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non-insulated la t3 d substrates, Application f which can be obtained from GAF and can be found in the Ruberoid Specification manual published annually. GAF roof system assemblies have been extensively tested Factory membranes ve been tested i i co mpli:►uce l �ith ,(f Underwriters Laboratories. GAF modified bitumen ASTM D'5147 test requirements. Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Product Control No.: 97- 0804.1 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 Product Control No: i97- 08041.'1 • .Fran Znloaga, . hoofing Product Control Examiner • • it Insulation Types: Material Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Design Pressure -75psf Maximum Fire Classification Material Classification Wood Class'A' Page 3 of 6 Product Control No: 97- 0804.14 Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. F►ank 7,uloaga. Rooting Product ConIrol Examiner Product GAF Asphalt Concrete Primer GAF Mineral Shield60 Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement GAFGLAS 1175® GAFGLAS 1180 UltimaTM Base Sheet GAFGLAS PIy (r® GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet 5, 55 gallons 1, 5 gallons 1, 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll 5 sq. roll 76 Ib. roll TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specification ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. 60 Ib. bags ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or en ulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 ASTM D 3409 ASTM D 4601. Asphalt impregnated and coaled glass that base sheet. ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coaling. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt • with asphalt coating. ASTM D 3909 Asphalt coated, glass fiber that cap sheet surfaced with mineral granules. Page4 of61 • Product COnitol No: ,_07= 1)894.14 Product Description Refined asphalt blended %%'ith a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. ssl Trank 7_uloaga, Roofing Product Control Examiner Product RUBEROI D® Modified Bitumen Adhesive GAFGLAS® STRATAVENT®c Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailable RUI3EROID Modified 3 sq. roll Base Sheet 67 lbs. GAFTEMP® Isotherm R Tapered GAFTEMP® isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Tapered GAFTEMP isotherm RN GAFTEMP® Composite Test Dimensions Specification 5 gallons 60 Ib. roll various 69 Ib. roll various PA 110 Polyisocyanurate foam insulation. various various various PA 110 Tapered Polyisocyanurate foam insulation various various various Product Control No: 97- 0804.14 Product Description ASTM D 3019 Fiber reinforced, rubberized Adhesive Type 111 ASTM D 4897 D 3672 ASTM D 489 D 3672 Page 5 of 61 Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side %vith mineral granules embedded in asphaltic coating. ASTM D4601, Premium glass fiber reinforced SI3S- Type II, UL Type modified base sheet G2 BUR PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 1 10 Tapered Polyisocyanurate foam insulation PA 110 I'olvisocvanurate foam insulation with high dens4 ty- fiberboard;orVenn rlite perlite - Fmk Rooting Product Control Examiner Product Tapered GAFTEMP® Cotposite GAFTEMP® Composite A Tapered GAFTEMP® Composite A GAFTEMP® Composite N Tapered GAFTEMP® Composite N GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP Recover Board GAFTEMPQ® High Density Fiberboard GAFTITEQ® 1112 Standard Roofing Fastener GAFTITE0 1114 Heavy Duty Roofing Fastener GAFTITE ASAP Dimensions various various various various various 1/2" thick various Test Specification Product Control No: 97- 0804.14 Product Description PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 PolyiN ocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 'papered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. various PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. various PA 110 'Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 PA 110 PA 110 PA 110 Fiberboard insulation. Pcrlitc insulation board. Perlitc recover board High density wood fiberboard insulation. PA 114 Insulation fastener for steel and plywood decks. PA 114 lnsulation fastener for steel, wood and concrete decks. PA 114 Pre - assembled GAF'fl"I'E Fasteners and metal and Page 6of61 Fr 'tii1fl uloaga, — Roofing Product Control Examiner Product Control No: 97- 0804.14 Test Product Product Dimensions , Specification Description GAFTITE® Base PA 114 Base sheet fastening assembly. Sheet Fastener and Plate Galvalume Plates 3" and 3 'A" PA 114 Round galvalume stress plates. NTB Fasteners PA 114 Fastener for use in gypsum, tectimr and lightweight insulating concrete decks. Polypropylene Plates 3" and 3 ''A" PA 114 Round polypropylene stress plates. Ruberoid® 20 1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. RuberoidTO Mop 1 sq. roll AS 1) 5147 Non - woven polyester mat coated with Granule 103 Ills. polymer modified asphalt and surfaced NV ith mineral granules. RUBEROID MOP I sq. roll ASTM 1) 5147 Non -woven polyester mat coated Nvith Smooth 87 lbs. polymer modified asphalt and smooth surfaced. RUBEROID MCI' I sq. roll ASTM 1) 5147 Non -woven polymer Waal coated win' PLUS 102 lbs. polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP I sq. roll ASTM D 5147 Non -Woven polyester mat coated with 170FR 103 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP FR I sq. roll ASTM U 5147 Non -Woven polyester neat coated with 105 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID TORCI1 1 sq. roll ASTM 1) 5147 I Ieavy duty, polyester reinforced, Smooth 87 Ilrs. asphalt modified bitumen membrane, smooth surface. RUBEROID TORCH 1 sq. roll ASTM D 5147 Ileavy duty, polyester reinforced, Granule 102 lbs. asphalt modified bitumen membrane, granule surface. Page 7 of 6 / • • Frank 7.uloaga, Roofing Product Control 1' s annincr Prod 111C RUBEROID TORCH PLUS RUBEROID TORCI I FR RUBEROID 30 RUBEROID.30 FR Vent Stacks (metal and plastic) GAF Aluntinunt Emulsion RUBEROID 109. Roll ULTRACLAD® SI3S 101 lbs. GAF Built - Up Roofing Asphalt 'Pest Dimensions Specification ' /. Sq. roll 93 lbs. 3 /4 sq. roll 90 Ibs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. 5 gallons GAF Aluminum Roof 5 gallons Paint 100 Ib. cartons, hulk RUBEROID MOD 60 Ib. kegs Asphalt RUBEROID MOD 60 Ib. kegs Asphalt L RUBEROID MOD 60 Ib. kegs Asphalt P ASTM D 5147 ASTM t) 5147 I leavy duty, polyester reinforced, coated with (ire retardant asphalt modified bitumen membrane, granule surface. ASTM D 5147 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 ASTM D 5147 ASTM D2824, Type I Page 8 of 61 Product Control No: 97-0,804.14 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass 'mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks arc available in metal or plastic. None Mineral colloidal bituminous emulsion with reflective aluminum flakes Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non- fibcred. aluminum pigmented, asphalt roof coating ASTM D312, Intcrply mopping and surfacing asphalt Types 1, 11, Ill and IV SEI3S Modified asphalt SEI3S modified asphalt SEI3S Modified asphalt drank Zutoaga, • Roofing Product Control Examiner Product GAFTEMP Tapered Isotherm R GAFTEMP Tapered isotherm RA GAFTEMP Tapered Isotherm RN GAFTEMP GAFCANP "' GAFTEMP GAFEDGET "' Tapered Edge Strip GAFTEMP PERMALITEG Tapered Roof Insulation GAFTEMP Recover Board Shingle- MateT"' Underlayment GAFTITE® ASAP RUI3EROID® Modified Bitumen Adhesive Test Dimensions Specification Various Various Various Various Various Various 1 /T' thick. Various sizes 4 sq. roll 30 Ihs. 500 per box 5 gallons PA 110 Pcrlite board Page 9 of 61 Product Control No: Q7.0804.14 Product Description PA 110 Tapered polyisocyanurate foam 1'A 110 Tapered polyisocyanurate foam Tapered polyisocyanurate foam Cut perlite board Tapered perlite board PA 110 Tapered perlite hoard Fiberglass reinforced shingle underlayment PA 114 Pre - assembled fastener and metal and plastic plates ASTM 1) 3019 Fiber reinforced, rubberized Adhesive Type!!! — fr�n1C 7.iiltsaga — -- - Roofing Product C'onnol 1: XaMiner Pyrox Product ACFoam 1 ACFoam 11 Hy-Therm Nail -Zinc Hy-Therm SP Hy -Therm AP Hy- Therm Stable R Hy- 3 White Line Anchorbond Fastener Dekfast Fasteners 1114 TRADE NAMES OF PRODUCTS MANUrACI'URED Iiv OTHERS Test Dimensions Specification various various various various various various various various Dekfast Ilex Plate 2 7/8" x 3 1 /4" Product Description PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam • insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate loam insulation. PA 1 10 Polyisocyantrate foam insulation PA 1 10 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastening assembly PA 114 Insulation fastener for steel and concrete decks PA 114 lvalunrc hex stress plate. Page 10 of 61 Product Control No: 97 0804.14 Ma nu (adorer Apache Products Co. (with current PCA) Atlas Energy Products (with current PCA) Atlas Energy Products (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current I'CA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) _mink 7.uloaea, Roofing Product Control F.xanrincr Product Dekfast Lock Plate 3" x 3 1/4" Dekfast Fasteners 1115 Dekfast Fasteners /112 ISO 95+ Composite Asphalt Asphalt Primer EPS Iliglt Density Wood Fiberboard Petite /Urethane Composite Perlite Insulation Polyethylene Red Rosin Rooting Nails 'Pest Dimensions Specification various PA 110 various PA 110 various I'A 110 PA 110 various 4 rail min. various Minimum !! 12 Product Description PA 114 Polypropylene locking plate. PA 114 Insulation fasteners for concrete decks PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (wills current PCA ) PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA ) ASTM D 312 Type III or IV I lot asphlat bittnnin adhesive ASTM D 41 Asphalt Primer PA 114 Extruded polystyrene insulation Wood fiber insulation hoard Perlite / urethane composite board insulation Perlite insulation board Vapor harrier / Air harrier Rosin paper for harrier layer on wood decks Corrosion resistant annular ring shank nails Page 11 of 61 Product Control No: 97 -0804.14 Manufacturer Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) genet ic generic generic genet ic generic generic generic generic generic Frrttk7tiloaga. ' . Roofing Product Control Examiner Tin Caps 'Pest Product Dimensions Specification Min. 32 ga. x Product Description Product Control' No: 97 O1U4.14 1■11anufacturcr Corrosion resistant circular generic discs. MB aluminum roof PA 121 Aluminum roof coating Grundy Industries coating (with current PCA) Dens - Deck various PA 110 Gypsum insulation board. Georgia Pacific (with current PCA) 1112 Roofgrip PA 114 Insulation fastener for steel ITW I3uildex or wood decks (with current I'CA) lll4 Roofgrip PA 114 Insulation fastener steel, VFW I3uildex wood or concrete decks (with current PCA) Gripdek Fastener PA 114 Insulation fastener ITW I3uildex (w'ith current PCA) I-lexcel Fastener 1'A 114 Insulation fastener VFW I3uildex (with current PCA) l PA 1 14 Insulation fastener and ITW 13uildcx metal or plastic plate (with current PCA) Standard Plastic 3" round PA 114 Polyoletln plastic plate ITW I3uildex Plate (with current PCA) ISO 95+ various PA 110 Polyisocyanurate foam International insulation Perrnatitc (with current I'CA ) E'NRG'Y -2 various PA 110 Polyisocyanuratc foam NRG Barriers. Inc. insulation (with current I'CA) ISORoc various PA 110 Polyisocyaiti`t r;ttc foam / • rockwool composite insulation • Page 12 of 61 NR(.i Barriers. Inc. (with current I'C :A) Frank 7_uloaga. • Roofing Product Conlru1 []amino Test Product Product Dimensions Specification Description Manufacturer Olympic Standard 3" round I'A 114 3" round galvalume Olympic AZ55 steel plate Manufacturing Group, Inc. (with current PCA) Olympic Fastener 1114 Olympic Fastener H12 Olympic 3.25" round PA 114 Polypropylene .Olympic Polypropylene plastic plate Manufacturing Group, Inc. (with current PCA) Olympic CR Base Felt Fastener and Base Sheet Disc GlasFast Fastener Paroc Base Board various Paroc Cap Board various PA 114 Insulation fastener Olympic Manufacturing Group, Inc. (with current PCA) PA 114 Insulation fastener Olympic Fastener • PA 114 Pre- assembled Insulation Olympic ASAP fastener and plate Manufacturing Group, Inc. (with current PCA) PA 114 PA 114 Insulation fastener assembly for Base Sheet fastening only Insulation fastener assembly with recessed plastic plate PA 110 Rockwool insulation PA 110 Rockwool insulation Page 13 of 6 Product Conttol'No: 9.7- 080 - Roofing Product Control Examiner Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Owens- Corning Fiberglas Corp. (with current I'CA) Partek, Inc. (with current I'CA) Partek, Inc. (with current I'CA) Test Product ' Product Dimensions Specification Description UhlraGard various I'A 110 I'olyisocyanuratc foam: Schuller insulation International 'Inc. (with current I'CA) Insul -Fixx Fastener Insul -Fixx P 3" round Rawl Fasteners 1112 Rawl Fasteners 1114 Rawl 2" Plate 2" round PA 114 Insulation fastener for steel SFS /Stadler and wood decks (with current I'C :A) PA 114 3" round polyethylene stress plate PA 114 Insulation fastener for steel and wood decks PA 114 Insulation fastener for use in steel, wood or concrete PA 114 '2" round galvalume AZ55 membrane plate Manufacturer SFS /Stadler (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) Rawl 3" Plate 3" round PA 114 3" round galvalnme AZ55 The Rawlplug steel plate Company Inc. (with current PCA) Rawlite 3" Plate 3" round PA 114 3" round galvalunte AZ55 The Rawlplug steel plate for use with Company Inc. Rawlite fasteners (with current PCA) 202 I-1S PA 121 Roof coating Thermo-Materials. Inc. (with current PCA) Super Prep 11 PA 121 Roof coating Thermo- Materials. Inc. (with current PCA ) Tru -Fast UL. PA 114 Insulation fastener for steel. Tru -Fast or wood Cam"` :(pith cuncnr t'CA•).. Frank Z_uloaga, _ .. Roofing Product Control Examiner Page 14 of 61 1!f Test Product Product Dimensions Specification Description Tru -Fast Plastic Plate 3.04" round PA 114 3.04" round polyethylene plastic plate Tru - Fast MI' - 3.23" round PA 114 3.23" round galvaluntc 'I ru. Fast AZ50 steel plate (\vitlt current I'CA) Tru - Fast I11) PA 114 Insulation fastener for use I'm-Fast in wood, steel or concrete (with current 1'CA) decks Tru - Fast Ultra PA 114 Stainless Steel fastener for -Tru -Fast use in steel, wood and (with current PCA) concrete decks Tru - Fast 1)P PA 114 Insulation fastener for use 'I ru -Fast in steel or wood decks (with current PCA) Tru - Fast TP PA 114 Insulation fastener for use Tru -Fast in steel or wood decks (with current PCA) Structodeck various PA 110 • lliglt density wood fiber Wood Fiber Industries (with current PCA) Page 15 Of C 1 ' Product C'onirol No: 97 -0804.14 Manufacturer Tru -Fast (wills current I'CA) • (rank 7.uloaga, Roofing Product Control Ex aminer Dynatech Engineering Corporation Wind Uplift PA 114 TEsT REPORTS Page 16 of 61 Product Couitpl Ni 974189 'lest Name ' Report Date Agency /identifier Factory Mutual Research Current Insulation FMRC 1996 01.01.96 Corporation Attachment Requirements Factory Mutual Research Wind Uplift J.I. OT4AI.AM 08.26.92 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.1. I V8A4•AM 06.28.93 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.I. 1 R I A6.AM 1 1.15.91 Corporation FMRC 447(1 - I'A 114 Factory Mutual Rcscarch Wind t)plifi J.I. 0,T2Q4.AM 10.17.91 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.I. 0Q6A6.AM 07.16.91 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.I. 3X3A2.AM 08.02.94 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.I. 0Y9Q5.AM .07.29.94 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC J.I. 1139A8.AM 09.04.97 Corp. 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC J.I. 3D4Q2.AM 04.30.97 Corp. 4470 - PA 114 Trinity Engineering Wind Uplift PA 114 4483.04 97 -1 06.06.97 Underwriters Fire Resistance R 1306, 87NK 1 1819 01.01.93 Laboratories, Inc. Classification UL 790 - PA 114 113600.02.95 -1 02.02.95 rank 7_uloaga, Roofing Product Control i�xaruincr Membrane Type: Deck Type 1: Deck Description: System 'Type A(2): All General and Sys Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: 5135 Base sl 0 Wood, Non - insulated New Construction or Reroof ra /" or greater plywood or wood plank decks 12 e ntec in Limitations shall app GAFGLAS® 1175, GAF GAFGLASR PLY TRAT 20 applied to the deck with ap tin caps at a fastener spacin along the center line of the Ily fastened. AS 1180 Ultirna "' Base Sheet, GAFGLAS(t) PLY 4)U. , GAFGLAS FI Base Shcet,GAFGI.AST) ® Nailable, RU = . OID Modified c as Sheet or RUBEROID® rails and minimum I / " roved of 9" o. reef in nnular rin at the lap re field. Page 22of61 Product Control No: 97- 0R04.14 in two rows staggered (Optional) One, two, or three plies GAFGLAS 0, GAFGL,ASi PLY 6c1& Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT ra it at a ratc o -40 Ihs. /sq.. One or more plie of UI3EROID MOP Snu h, Ruheroida) Mop 170 FR, Ruhcroid(Rt) Mop Gran tubcroidt) p Plus Granule, RilberoidP 3(1 or RnhcroidTO 30 FR or RuheroidR) Mop FR or RUBEROID UltraCladT"' SUS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 Ihs. /sq.. Or. One or more plies of RUI3EROID MOP Smooth. RUI3f•.ROID6t) Mop Granule, R(iIlEROIDRt Mop 170 FR. RUIIEROIDR) Mop Plus Granule, Rt1I3EROIl)R 30, R( IIIEROIDO 30 FR or RUI3EROIDV Mop FR or RIM1ERO1D lllttaCIad'"' StIS in RI IREROID modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. (Optional, required if RUUf_R(71D MO1' Smooth or RUIIEROID 20 is top membrane) Install one of the following: I. Gravel or slag applied at 400 lb. /sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 Ih./sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. t 1 5%. -45 psf (See General Limitation 117) 'A'. See General Limitation 112. 2 ":12 "; Scc General Limitation 113. • Frank Z.uloaga, Roofing Product Control Examiner \1 ['induct Control No: 97= 0804.14 Wood Deck System Limitations: I. Fastener spacing for anchor sheet attachment is based on a. Minimum Characteristic Force (F') of 95 Ibf or greater as tested in compliance with Merto -Dade County Protocol PA 105. 1f F' as tested is below 95 Ibf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro-Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes nre acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size sltaJl be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 Ihf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275 Ihf. insulation attachment shall not he acceptable. 3 A slip sheet is required with GAFGLAS FlexPly 4® and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. 1/2 Type X gypsum board is acceptable to be installed directly over the wood deck.. Page' 57(;t(1 rank Zuloaga, Rooting Product Cnnlrol Examiner GENERAL LIMITATIONS IONS 1 All asphalt shall comply with ASTM D 312 type 1 1 1 or type I V requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6.of the South Florida Building Code. 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGLASS STRATAVENT,f crforated, laid dry.A base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.: or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the • strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall he limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, The maximum design pressure is limited to — 60psf. All work shall be performed by a contractor licensed to do roofing work in Metro -Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFDC. 6 The submission of system specifications and details shall accompany the Section 11 Building • Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. Page 58 of 61 Roofing Product Control Examiner • Product Control No: 97- 0804.14 7 Perimeter and corner areas shall comply with the enhanced uplift pressurcoof these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall tie increase for both insulation and base sheet as needed calculated in compliance with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not he applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and /or (lashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 1 I 1 and the wind Toad requirements of Chapter 23 of the South Florida Building Code.• 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may lie applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section 11 Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachrent is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro- Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ihf., as tested in compliance with PA 105. lithe fastener value, as field tested, are below 275 Ibl insulation attachment shall not he acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall he in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (MT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(x)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall he adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117 Yt Page59of6I rraiik Ioaga. Rooting Product Control Examiner 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re- covery /re- rooting applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind Toad requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor battier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation .layer. 19 Consult cun-ent Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for tnaxitnum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation 117 will not be applicable.) 1 , Page 60 of 61 Frank 7_uloaga. Rooting Product Control Examiner . Product Contro"I No: 97- 0804.14 A Product Control No: 97- 0804.14 GAF Materials Corporation ACCEPTANCE NO.: 97- 0814.14 4 1361 Alps Road APPROVED: November 6 1997 Wayne, NJ 07470 EXPIRES: November 6, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered rifler a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. 2 Any and all approved products shall he permanently, labeled with the manufacturer's name, city, state, and the following statement: "Metro -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: n) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials. use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also he grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may he displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents. where it applies, shall be provided to the user by the manufacturer or its distributors and shall he available for inspection at the job site at all times. The copies need not he resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall he cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 61 END OF TIIIS ACCEPTANCE Page 61 of 61 Frank Zuloaga, Roofing Product Control Examiner , ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to "Dens- Deck" in hot asphalt. "GAFGLAS Stratavent Naitable Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet 'GAFGLAS #75 Base Sheet" or "GAFGLAS fl80 Premimum Base Sheet ") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ('GAFGLAS #75 Base Sheet ", "GAFGLAS #80 Premium Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ") may be substituted for G1 asphalt glass fiber ply sheet ("GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITEeb" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite is a suitable alternate for isocyanurate board in the following Class A, or C systems. " GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 • Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 133 ROOFING SYSTEMS (TGFU) — Continued Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass'fiber neat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class B 1. Deck: C-15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type 61 "GAFGLAS Pty 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued 4 the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to "Dens -Deck" in hot asphalt. "GAFGLAS Stratavent Nailable Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 Premimum Base Sheet ") is a suitable alternate for Type 61 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ("GAFGLAS #75 Base Sheet", "GAFGLAS #80 Premium Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ") may be substituted for 61 asphalt glass fiber ply sheet ( "GAFGLAS Pty 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite is a suitable alternate for isocyanurate board in the following Class A, or C systems. " GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional'): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or mare layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One two layers "Isotherm R ", 4 in. max, hot mopped. LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 133 • ROOFING SYSTEMS (TGFU) — Continued Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply 6 Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class 8 1. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "at MB Aluminum Roof Coating" at 1 -1/2 gal /sq.