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798 NE 98 St (3)BUILDING ELECTRICAL PLUMBING ROOFING Owner of 1 Building Architect ,Contractor or Builder Legal Lot Description Address of _ Building a PERMIT N° 2915 u d ° MIAMI SHORES VILLAGE. FLORIDA Bl. Work to be performed under this Permit Subdi- vision — Value of Project $ DATE / - 195 Contractor's License No. Amount of Permit $ This permit is granted to the contractor or builder named above to construc 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 cr in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed ;� . ."- -4BY 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. CONTRACTOR OR BUILDER BY AUTHORITY a BUILDING ELECTRICAL PLUMBING ROOFING Owner of 4 Building 1 • — CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA PERMIT N9 7021 Work to be performed under this Permit BY • •' Architect Contactor . : -- .. or Builder r , ,, - if:::f .g - 7, ., r . ''';1.'„...q -r. 1 it A ,:-,..'''. -'-i ;,, ..„' ,-..:.,: 4 ..:Zr. i - ro .. . Legal Lot li Subdi- Description ll B1 vision DATE - Contractor's License No. •)• e n 1 Address of : '1 -: e.„ ..* ' '.. il ,. :.'"' 4 ' Value of Project $ f' , '-,, ; -- , mount of Building 1 '- I t; .1 ." ... -', , 4:: - t -,t , - 1 Permit $ This permit is granted to the contractor or builder named above to construct the building or teinstall the equipment or device described in the applica- tion 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 respon- sibility for work done by his agents, servants or employees. 4 '7p ( INSPECTOR Signed. A. - In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with alii ordinance dstd regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Viami Shores Village. In ao cepting this permit I assume responsibility for ell work done by either, myself, my agent, servant or employee. MLi AUTHORITY * QT 4tagr° PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ..4/0 Address - V16 N . � • ° 1 e; Legal Description (0Er Lessee / Tenant Mfr.., rV ►- S L K,KurAnks,1 Master Permit # Owner's Address 1 tJ„ L . 5T Phone 75 G 5(4 73 Contracting Co. 11 Address /&119 GL). 4k0 11. 17t- Qualifier Square Ft. 1. L3 State #441000+51(sMunicipal # 15Z1 00 /SCompetency # Architect /Engineer Bonding Company Mortgagor Permit Type(circle one): WORK DESCRIPTION Phone Address Address Address UILDING ELECTRICAL PLUMBING MECHANICAL (iOOFIN) PAVING FENCE SIGN p t,.1 1� ff �tA p r 1,0 • (r3 1:514-v`A . Estimated Cost ( value ) 7? CI 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 be don- in complian ith all applicable laws regulating const authori he ab ed contractor to do the work stated. Sig Dat and /or Condo President Notary as to Owner ar(d /or Condo ,d / Q l c, My Commission E � pit , F d Qf U4CommtledonERtivslft z u Mzy Bundatg Age is ** * * * * * * * * FEES: PERMIT 1 ` RADON C.C.F. APPROVED: Fire Zoning Building Mechanical Plumbing Signature • ✓ n racror or Owner- Builder Da e: Notary as to Contractor or Own,r--Bqi,idqr My Commission Expires: Rte/ 7rog ve l¢� lkictegy , Stata of Raids MyComailasionaifsesMay 7,199 * * Bonttl1tru Ma and Beefing Agway Tax Polio /) - Ins .Co. TL4 pi ate and that all work will zoning. Furthermore, I g '1 * ** NOTARY TOTAL DUE L. Other 1 1 ; J 1 4/g/ Electrical Engineering PrAl/(k<' )18 6 6, 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' 96" 2" 8' 108" 2" 9' L(In) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' SPAN Up to 24' Over 24' - 42' Over 42' - 54' Over 54' MINIMUM PITCH 3/12 3/12 3/12 TOP CHORD LATERAL BRACE SPACING(LBS) 8' 7 ' 6 ' TOP CHORD DIAGONAL BRACE SPACING`(DB8) (# trusses] SP /DF 17 10 6 SPF /HF 12 6 4 See a registered professiona engineer DF - Douglas Fir -Larch HF - Hem -Fir Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. MONO TRUSS Maximum Misplacement Diagonal brace also required on end verticals. PLUMB Continuous Top Chord Lateral Brace ----________ Required 10' or Greater Attachment Required SP - Southern Pine SPF - Spruce- Pine -Fir A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Truss Depth D(in) Lesser of D /50 or 2" Plumb Line INSTALLATION TOLERANCES OUT -OF -PLUMB INSTALLATION TOLERANCES. A WARNING: Do not cut trusses. ± /e 1 + Frame 6 L(in) 12 3 or greater / ' <B Length L(in) e • Lesser of L/200 or 2" L(in) OUT -OF -PLANE INSTALLATION TOLERANCES. All lateral braces lapped at (east 2 trusses. BOW f Lesser of L/200 or 2" A DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. This safety alert symbol Is used to attract your attention) PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION Identifies safe operating practices or Indicates unsafe conditions that could result In personal Injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace 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 superiortotheprojectArchitect's or Engineer's design specification for handling, installing and bracing wood trussesfor a particular roof or floor. These recommendations are based upon the collective experience of leading technical CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad- vlsed to obtain and read the entire booklet •Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -al • from the Truss Plate Institute. Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. to WARNING: Do not break banding until Installa- tion begins or lift bundled trusses by the bands. WARNING: Do not use damaged trusses. TRUSS STORAGE CAUTION: Trusse A be unloaded on ro uneven surfaces cause damage to t should not � h terrain or hich could truss. Frame 1 44 DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal Injury or death or damage to structures. iii WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthe woodtruss industry, but must, duetothe nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising fromthe use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without 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 connections hould 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 accor- dance with design drawings prior to installation. Trusses stored vertically should be braced to prevent toppling or tipping. DANGER: Do not store bundles upright unless properly braced. 4 DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strktiy prohibited. SPAN Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM DEPTH 30" 42" 48" TOP CHORD LATERAL BRACE SPACING(LB 8 ' 6 ' 5 ' TOP CHORD DIAGONAL BRACE SPACING (DB [ #trusses] SP /DF 16 6 4 SPF /HF 10 4 2 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir the diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 9 4x2 PARALLEL CHORD TRUSS:TOP CHORD Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1y 1y All lateral braces lapped at least two trusses. All lateral braces lapped at least two trusses. End diagonals are essential for stability and must be duplicated o n both ends of the truss system. End diagonals are essential for stability and must be duplicated on both ends of the truss system. 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Frame 5 3 =4 5 ° Continuous Top Chord Lateral Brace Required Attachment Required A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Continuous Top Chord Lateral Brace Required 10" or Greater 10" or Greater 30" or greater Attachment / Required —J 3'/2" x x Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. g is WARNING: Do not attach cables, chains, or hooks to the web members. ,.. or Tess y_ I a Tag Approximately Line 1/2 truss length Approximately 1/2 truss length Truss spans less than 30'. Spreader Bar Toe In Spreader Bar Toe In Approximately 1/2 to Y3 truss length Less than or equal to 60' or less Toe In Tag Line Tag Line Toe In Approximately 1/2 to Y3 truss length Less than or equal to 60' Ground brace ertical (GBv) Tag Line GROUND BRACING:BUILDING INTERIOR MECHANICAL INSTALLATION Lifting devices should be connected to the truss top chord with a closed - loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Frame 2 WARNING: Do not lift single trusses with spans greater than 30' by the peak Backup ground stake Tag Line At or above mid - height Tag Line Driven ground stakes 1 111E1 I Strongback/ SpreaderBar Approximately Y3 to 3 // truss length Greater than 60' 10' 10' ����►`�� I Approximately J Strongback/ SpreaderBar Y3 to 3 /, truss length Greater than 60' CAUTION: Temporary bracing shown M this summary $ trusses with similar configurations. Consult a register bracing arrangement is desired. The engineer may d es Recommended Design Specification for Temporary B ra Trusses, DSB -89, and in some cases determine that a wi t is adequate for the installation of professional engineer if a different n bracing in accordance with TPI's ng of Metal Plate Connected Wood spacing is possible. (GROUND BRACING: BUILDING EXTERIOR Typical vertical attachment Strut (DD \., Plan Typical horizontal tie member with multiple stakes (Ht) End Wall Side usa of brat> . oup of trusses a (EB) 12 - I 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. WEB MEMBER PLANE Permanent continuous lateral bracing as specified by the truss engineering. Frame 4 Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 BOTTOM CHORD LATERAL BRACE SPACING(LBs) 15' 15' 15' BOTTOM CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP /DF 20 10 6 SPF /HF 15 7 4 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at (east 2 trusses. BOTTOM CHORD PLANE Cross bracing repeated at each end of the building and at 20' Intervals. SPAN MINIMUM PITCH DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBs) [# trusses] SP /DF'' SPF /HF Up to 28' 2.5 7' 17 12 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 11 111:1 Top chords that are laterally braced can buckle togetherand cause collapse if there Is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 12 4 o r greater 4 Ad. _ ..--= =_ „.......„___ ,......_ ............ 0 WARNING: Failure tobtlowthese recom dattons could result In severe personal Injury or damage to trus or buildings. Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. Frame 3 Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 'TOP CHORD LATERAL BRACE SPACING(LBS) 8' 6' 5' TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP /DF 20 10 6 SPF /HF 15 7 4 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. 12 5 n SP - Southern Pine SPF - Spruce- Pine -Fir Continuous Top Chord Lateral Brace — Required PITCHED TRUSS Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling, are attached to the topside of the lop chord. SCISSORS TRUSS BASCH PRODUCTS DIVISION BASCH HIP HANGER BASCH HIP FIAT 16 ga galv. 18 ga galv. Mailing Address: P.O. BOX 524237 MIAMI, FL 33152 Factory: 5601 N.W. 72nd AVENUE MIAMI, FLORIDA Phone. (305) 885 -3991 Fax: (305) 885 -0102 Florida Watts: 1 -800- 432 -8712 DADE COUNTY APPROVED #91- 0702.6 The Hip Hanger is used to frame joist to headers when they frame together at a 45 degree angle. The strap is installed straight up the header. HIP HANGER DESIQN TABLE FASTENERS (2) DESIGN LOADS (LRS .) (1.3 ) MODEL JOIST FADERS (5) NORMAL WIND UPLIFT (4) 2 x18 4 -16d 9 -16d a 1 06 727 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 x18 4 -16d 9 -16d 1206 712 3 x18 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 Notes: 1. Design loads are based on Mood species in Group II per Table 8.1A of the National Design Specification. 2. Fasteners are common wire nails. 3. "Normal" loads may be increased for duration of load in accordance with Section 2.2:5 of the NDS. 4. Wind uplift load has been increased by a duration of load factor of 33 1/3 percent and no further increase is allowed. L czty 1 1 be 3 inches. 45'PAMCER r.0 I►. 45'MANCER / 236 I►. / ,NE NURRICAN\ / CLIP PER .JACK 368 I►. ONE riURRICARE CL fI PER JACK 25k l b . ID LL ✓ Tu0 / ONE HURRICANE NURR1CAp4 , .CL iP PER JACK CLIPS /160 I►. 160 I► ♦ 45'MAMCER 360 Ib 45 256 I►. 4 45'HANCERS MUST `\\ Tir0 SUPPORT CORNER -JACK CuRR1CAME CLIPS ONLY. . 160 I► \- el r 11111111641111 L1:.S 1GU ED AND APPROVED . BY .DADE COUNTY PRODUCT CONTROL N OTE: H URRICANE CLIPS ANO ' 5 ' HANGERS . CAPABLE CF TRANSMITTING THE REACTIONS SHOWN SHALL BE PROVIDED FOR EACH P ARTICULAR SET -BACK S YS Er1 AS APPLICABLE. USE HURRICANE CLIPS O R EQUIVALENT FOR JAC TO CORNER -JACK CONNEC TIONS. ..T PIJ S SCORP. I N T ERNAT I CNAL W I L L SUPPLY 4 5' HANGER ONLY. GRADE OF LUMBER 10 PSF SOFFIT 2 PSF SOFFIT 2X4 1 2X6 2 -0 -3 3 -10-11 2X4 2 -10 -13 2X6 1-2-9 No2ND 19 SP Not 19 SP 2 -9 -15 4 -0 -11 3 -0 -12 4 -4 -11 . No.20 19 SP 3 -0 -2 4 -4 -7 3 -3 -2 1-8-12 No.1ND 19 SP 3 -0••2 4 -5 -6 3 -3 -2 1-9-11 - No.1 19 SP - 3 -1 -11 4 -7 -15 - 3 -4 -13 5 -0 -8 No.1D 19 SP 3 -3 -3 1-9-10 3 -6 -7 5 -2 -5 NDSS 19 SP 3 -: -3. 5 -6 -12 1-0-13 5-0-1 SS 19 SP 3 -8 -1 5 -9 -3 1 -2 -7 6 -3 -4 DSS 19 SP 3-8-13 5 -10 -7 1 - -5 6 -5 -7 LOADING - L (PSF) TOP 30 15 ;307 TOM 0 10 SPACING: 21 Inch O.C. MINIMUM GRADE OF LUMBER T.C. 2X1 No2ND 19 SP B.C. 2X1 No:2ND 19 SP Webs 2X4 No.3 19 SP OVERHANG WITHOUT RETURN MAXIMUM OVERHANGS. TPI -92 Crit. SSBC -91 STR. INCR. , 33 X DRAWN BY : U.A. CHECKED BY : JAI REP. STRESS: YES OPTIONAL RETURN MiTek Industries Inc. LEDGER BOLTED TO TI-E TIE BEAM (BY SLDR) OVERHANG WITH RETURN ,� .•••••• . ! t1 ''� .c�TIFIC r�rc. �sr -- ,- y r No. 13 5 A PPr 1 1 u A owe �d' 4 Y k� dt `l e s Inc. .A e, w mil OFFICE. 7'0" CORNER SET Fh: Cc rl_ n14M1 1 TOP CHORD CONNECTION: 5'0' JACKS - 1,8-0 NAJLS 3'0' 8 1'O' JACKS - 2,8 -D NAILS 12 MIN. P - 2.5� MAX. P - 30 BOTTOM CHORD CONNECT-ION: 2,8 -D NAILS COMMON JACKS R=- ACTION - SIZE_ I - -5e3 3.5 5 --520 1.5 4 1.5 15.97 P �— 2 3 9 -10 -12 3X4 2 CORNER JACK T T CORNER JACK -� COMMON JACK tTYFI - 1 ■ PARTIAL ROOF LAYOUT ':•Rm o-- DOUBLE BEVEL CUT AT THE END OF TOP AND BOTTOM CHORDS. 3 2X3 1-5-5 1,16 -0 NAILS NOTS TI-CS DESIGN KS BEEN CIECKED W TH 120 P H WPC LOAD. WALL PEl34T 10 FT r.AX. PROVIDE FOR iPLJFT 1.1 BE.R1NC WALL CONNECTIONS 150 LES AT CO•'.3 JA:CS L 250 L° -S AT ytt KINIMUM GRADE OF LUMBER T.C. 2X4 No.2 19 SP B.C. 2X4 N312 SP Webs 2X4 No.3 )9 SP LOADING (PSF p L TOP 33 15 BOTTOM 0 10 SPACING : 24 O.C. TPI -92 Crit. SSBC -91 STR. ]NCR.: 33 G DRAWN BY : TAN CHECKED BY : JAI REP. STRESS: NO 0 0 �S r 0 0 0 0 MITek Industries ]nc. G �R�IFIC�~•���� .13658 :r • STANDARD ROOF VALLEY DETAIL rcfr.Rm ? &1 OOl:L su-rc t ur tauss_s VALL.E` iR .:c :c ll JJ JI IL 1' PARTIAL RODF LAYOUT Supporting Truss E' wedge na)1ed Io truss w /2-6c5 toe nails or bevel cut bottom cha d of volley truss. See no lo tai 1x1 2x3 11 y;,) 3x 5x6 spl. lt 3x6 spl. Ilya) Sup or11ng musses ct 2 - b ' o.c. Max 15) Prcv3te co'.::- 3 brs : :r 01 ver':c_ls over -3'. Connect br5,: :r.g .o verlocal.s w/2-6d r.aiis end 5rez :r; rn;;st be 1;ed to a )>.e: p : :G1 c1 ebch ert. (5). On spans over 25'-6'. odd verllcels e1 6' -0' o.c. r..ax. Common Trusses • MINIMUM GRADE OF LUMBER T.C. 2X1 No. 2ND 19 SP B.C. 2X1 No. 2ND 19 SP Webs 2X1 No.3 19 SP LOAD]NC (PSF) L D TO? 30 7 BOTTOM 0 10 SPAC1NG: 21 Inch O.C. TPI -92 Grit. SSBC -91 STR. IN :R.: 33 X DRAWN 5T : P.G CHEC1:ED BY : J.A REP. STRESS: YES 0 MiTek Industries Inc. --- 0.1 Y "1 �` ", • t 13658 : 4 11 > Approved for MJTek ]r,dustrles Inc. = == « <A.C.E.S Version 5.7>>> [ 000882 Customer : MAT.ADD.STALY.KAUFMAN Project #: 8048 Truss ID : H1 Span : 19 -0 Quantity : 1 TOP CHORD 1 -2= -7185 2 -3= -6845 3 -4= -7073 4 -5= -7073 5 -6= -6845 6 -7= -7185 PLATE OFFSETS (X= LEFT,Y= TOP):U10 =4,2), 2 -5 3 -6 3 -6 LOADING (PSFD L BOTT 3 0 10 BOTTOM CHORD WEBS 7 -8= 6911 2 -12= 67 8 -9= 6911 2 -11= -281 9 -10= 6639 3 -11= 948 10 -11= 6639 3 -10= 533 11 -12= 6911 4 -10= -506 12 -1= 6911 5 -10= 533 5 -9= 948 6 -9= -281 6 -8= 67 3 -6 3 -6 3 -6 L. HL TO P}(: 7 -2 -9 LEFT HEIGHT:0 -3 -14 SPAN :19 -0 REACTIONS - SIZE 1= -2405 8.00 7= -2139 8.00 7 -0 ; 9 -6 3 -6 2 -5 12 11 10 9 1X4 3X4 5.5X8 3X4 (18 GA) 7 -0 9 -6 2 -6 i 12 - 0 , 2 -6 1 .1071 v. 12 -0 2 -6 7 15 -6 19 -0 3 -6 3 -6 i 5 -6 7- 9= 20 9 -11= 45 11- 1= 20 « <TRUSSCORP . » » = == Wed Oct 14 03:19:18 1992 Family # : 314 Top Pitch : 3./12 8 1X4 19 -0 3 -6 3 -6 R. HL TO PE :7 RISE:2 -0 -14 RIGHT HEIGHT:0 -3 -14 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 3 -4 =0.603 TOP CHORD:2 *4 No.2D 19 SP BOTT 10 -11 =0.947 BOT CHORD:2 *4 No.]D 19 SP DEFL. @10 =0.37 < L/360 WEBS :2 *4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 3= 90 3- 5= 203 5- 7= 90 CONCENTRATED 9= 787 11= 787 PLATES ARK MITER M20 258,216 M18 232,194 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(RXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS. BOCA.TPI - 91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS.RRQD)CONSULT BLDG ARCHITECT OR ENGINEER. A. IL ‘ 1 Frc,{;.. � (tp.36205 Y ;. STATE OF f ,, NOV 0 3 1992 = = = « «A. C. E . S Version 5.7:T > [ 000884 1 Customer : MAT.ADD.STALY.KAUFMAN Project #: 8048 Truss ID : T2 Span : 19 -0 Quantity : 5 FORCES - GRAVITY LOADS 1 -2= -2653 5 -6= 2560 2 -6= -664 2- 3 = -1985 6 -1= 2560 3 -6= 577 3 -4= -1985 4 -6= -664 4 -5= -2653 PROVIDE FOR 519 LBS UPLIFT AT JOINT 1 PROVIDE FOR 389 LBS UPLIFT AT JOINT 5 PROVIDE FOR 53 LBS HORIZ. REACTION AT JOINT 1 2-5 5 -2 -10 4X4 2 1X4 3 1X4 3X4 _ —_ = = 1 5 -2 -10 4 -3 -6 LOADING L (PSF D ) TOP 3 0 10 9 -6 9 -6 L. HL TO PH : 9 -9 -8 LEFT HEIGHT : H -3 -14 SPAIN :19 -0 9 -6 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED REACTIONS - SIZE 1= -1274 8.00 5= -1008 8.00 MAX STRESSES TOP 1 -2 =0.335 BUTT 6- 1= 0.736 DEFL. @6 =0.13 < L/360 n 3X8 13 -9 -6 4 -3 -6 ««TRUSSCORP. »>: >___ Wed Oct 14 03:27:11 1992 Family # : 103 Top Pitch : 3./12 19 -0 9 -6 19 -p 5 -2 -10 3X4 J R. HL TO PE :9 -9 -8 RISE:2 -8 -6 RIGHT HEIGHT:@ -3 -14 MTNTMIIM GRADE OF LUMBER TOP CHORD:2 *4 No.2D 19 SP BOT CHORD:2 *4 No.2D 19 SP WEBS :2 *4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 TRUSS RAS BEEN CRICKED FOR 120 M.P.H. WIND LOAD, WALL HEIGHT 10 FT, ENCLOSED BUILDING TYPE, ASSUMING 15 PSF TOTAL DEAD LOAD (SBC). PLATES ARI RV H TAL SYKMKTRICALLY ((EX CEPTASSROWN)DBSIGN CONFORMS NDS DESIGN SPECS. BOCA.TPI -91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY RRACTNG(WHTCR TS ALWAYS RRQD )CONSULT BLDG ARCHITECT OR ENGINEER. (yV 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 building 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. A4 � � �J k..../(4- Datte� q IV J [.a. I t j I �) q (� 195_O Owner's Name and Address f 1 (. V /f/[ rs ' • (AIM /4 AJ No 7 / g Street L l b e-e Registered Architect andior Engineer _f _, r I � Name and address of licensed contractors R ��� ` 5 7?o t: T n U ' j °� 0 O ) Lci e b4 ` V ,) 0 p r L 1 ) 1 3V S Location and legal description of lot to be built 1� �/ /y /o Lot ' A Block �, n: Subdivision M 2/J f / V i /6 /"t ��`P 7 Street and Number where work is to be done / 1 8 N - l _4-4 S Q- e... State work to be done and purpose of building (by floors). state exterior colors (submit samples) i - S-or1 C,2 s i Q e 10 tl 4 / I r e -ra) J- w, - 4- 8 ., g e R ! s L,- S e_ [ w- y T, L c _ , f _ A s 0j e- r -4 - 0 ,4-- C u , ....4-' 2 1 F I or J ,a+ E3.: . A ∎ n �0 a 3 , q 0 0 St t- -A r e l c�-e-I �(� and for no other purpose. New Building ( Remodeling Addition Repairs �e "r "'� d n y No. of Stories 1 TD be constructed of Z p ANT S n- S c 1 a Y Kind of foundation Roof Covering S A IQ S 1' S `My / f✓ / ( I -- Q r to Estimated Total cost of improvements S I l 0 0 0 Amount of Permit $ 3 (/ , 02 U 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 plans and specifications for said building. All notices with reference to the building and its construction may be sent to O 6- e ov , Ap .rJ a-1 . 70 Obi Lc Stud., Opo - Lockit Fl., 33oStk The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons 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 3 460 STATE OF FLORIDA COUNTY OF DADE. } ss. Before me, the undersigned d authority, a notary publi authorized to administer oaths and take acknowledgments, personally appeared "o ID L_+ - -,i , 1 - -,i , 1 e re } t d ) R0 6 c E- R 0 0 A< - / A<- ` . U r"" +-4N � i to me well known. and who. being by me first duly sworn, upon oath deposes and says that he is the �oo -,'n ( ✓ "L. 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. ��• �f/ Date 1 I ' { r 9 Read. Sw d Subscri before Disapproved j '\ ¶) Date Notary_ Public. State of Florida (Signed) M � / NOTARY PJ LIC STATE OF FLORIDA Building Inspector (Signed) c W— 62— My Commission Expirescn01S §1nti rip PIA - 14,1992 PLANNING BOARD DAT$ONOEO THRU GENERA` INS. UNO. Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and+or workmanship. Date // Legal Description Owner / Lessee / Tenant d727 '.67e/,= Owner's Address Contracting Co. /O/3.2L A JC /X-} / ddress .tali DO .0 G2) Qualifier PEdko © ,0i7/ 1JE.ZSS# - - Phone .e� ,P 5 ttr�yy ©O 1849 ' h?K�.�x.45 // 5 State #A C6JMunicipal IIaISOO Competency 140 Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL OOFIN�AVING FENCE SIGN WORK DESCRIPTION- .31 77) �,eTo e`" Square Ft. 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 ' FIDAVIT: I certify that all the foregoing information is accurate and that all work will be do complian with all applicable laws regulatin: tructi•n a d zoning. Furthermore, I auth• ;; t :j bove &med c•j tractor to do the work s Signature of o er ! nd /or / ondo President Date: Notary as to Owner a. /or. Cond• :.P.res.ide'nt My Commission Ex n U GTAll pit SSION EXPIRES'JUSE 14' ' BONDED THROUGH GEN. UNDERWRITERS ** * APPROVED: 9 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 90 /Z Estimated Cost(value) %/77' 29 * J 11a RADON C.C.F. FEES: PERMIT Fire Zoning Job Address ; / get SZ Tax Folio // j 4: ).4( ��) 7' ,.r 5e z 79 ,t2 9 cP Building Master Permit il -so�v? Phone Signature of Contra Date: ✓� Notary as to CoiliTAIMENie B : lder My Commission E OND€D TH EN. D R 1 E Owner - Builder ** NOTARY TOTAL DUE 30 e 0 1 7 Other lj1 Electrical Mechanical Plumbing Engineering jjjDAPE Prodeck, inc. has filed with this "flice tine required and acceptable test data to support the renewal of their Vulcan "S" Status Clay 13arrEl Roofing Tile as a mortar -set system alonj with revisions to their expired Notice of Acceptance for application of this tile for a nail -on syfrtem as well: ror both rrnrcl -uii mid i,,i l , ,.. t ..... (1..1 lily 01hn11 ho ion(ollnri nn g cnlirl nailahlr!rnnf deck of 5 /R" thick plywood for all new construction or to 1/2" plywood deck on re-roof MORTAR SET SYS'I.'Ll\'I The nailable deck shall be covered with a 30 type 11 (ASTM l.) -226) anchor sheet and tin - capped in accordance with Section 3403.4 (c) of the South Florida Building Code, over this, a hot- mopped 'l'amco type #90 (ASTM 1) -249) Type 11 cap sheet or equal shall be applied The tile providing a 2 head lap s hall t e grouted d to the cap sheet using a 12" tro el of Troute P r mortar consisting of one bag of Florida Roof Tile Cement ement (1 cubic foot) by Lafarge Cororation, to 2 parts mason sand (14 shovels) with a tecot11niended mixing time of 5 minutes after ill ingredients are in the mixer. NAIL -ON SYSTEM 3:12 M1IV. S.LOPL The nailable deck shall be covered with a 30 type 11 (ASTM 9-726) underlaymeltt applied with a 4" over lap and end lap and tin- cappcd 12" o,c. infield and 12" on all headlaps. ��� Drip edge metal shall be applied directly on top of 30 type 11 felt, Over the unddrlayment a 9011 (ASTM D -249) type 11 cap sheet shall he installed providing a 2" head lap and a 4' end laps and applying plastic cement or hot asphalt between plies, and backnailing with 1" rooftn . nabs and tilt takes 12" o,c. approximately 1" from top cdge of cap sheet. rn(iEI JUN 0 9 1393 The tile is identified by the imprint "Alfareria El Vulcan, made in Venezuela" 01.22.1988 01:49 TO WHOM IT MAX CONCERN METfOPOI IiAN DADE GOUN Y. FLORIDA ntr 0t)•l)ADE FLAG! E BUILDING BUILDING CODE COMPLIANCEI DEPARTMENT SUITE 1503 METRO DADE FLAG . n BUILDING 140 wES FL GLER STREET MiAMI FLOR DA 33130 -1563 (305) 375 -7901 FAX (305) 376-7901? Juno '1, 1993 FROM bash field file and rake tile providing a 2" head hp shall be attached to deck with tvIo 10 d common hot- dipped galvanized steel nails and glued to each other at the crown portion of jhe head lap with a nominal 2" diameter by ;i/R" thick bead of Ohio Sealant R'T -600 roof tile adhesive. The right side of each cave tilt shall also he attached Icy the deck near the bott.cni of the tile with a 1 /2" long hy thick formed galvanized steel clip and a 16 d common hot u,alvanized steel nail. A nominal 1/2" diameter wccpl,erlc Shall he incc)rlu, rated at the bottom or each moil ir closure below each cave course tile. Due to hurricane Andrew, this office has been inundated with requests for both nex products and renewals, which has caused a large hack log in responding ■vith an official Notice of Acceptance. In the interim period, please accept this letter in allowing these two application cyst ms to be installed up to 75 feet for a nail -on system with unlimited height on the mortar -set syster t ?AGF'2 01.22. 1908 01:50 "''. 3 Siqc t ly yours, I till diamond, P.L. . i -- :: - - - - -- Product Control Division Supervisor METFICODZO October 26, 1993 Tarko 220 Wcst 4th Street Joplin, MO 64801 A.ttentionj. Ms. Dodie Webster Dear Miss Webster: Reference is made to oarliet oorrspar3dence regardi. u$ extensions to your existing Product Approval(s). Due to the delay in the completion of the docwtrentation for all the new and exis6ng approvals, all Metro -Dade Approvals for roofing products shall be extended until December 1 5th 1993, at which time all rooting approvals shall be completed. Thi 6?Cte1,3Sion i s for xl products that have oxpired approvals, or pending renewals. All revision_ requests will be dealt with in the revised reports; however, the revisions ;ail not form. part of the approval until the new report is issued. If any documentation has bee.n requested, please expedite its receipt at this office_ Sincexeiy yours, 7 Charles Danger, P.E., Director BLilding Code Compliance Office Cars c:Ivaer ioaphsit/purct METROPOLITAN DADE OQLNTY, FLORIDA MtTAO -0A0E FLAGL ,SA sULD!NC 9UtLDINa GOOF GQt PLIANCC arPAFlrh4_N1' sun 1603 MErpanxat rl..AaLMpl eUIL Ira lab WEST FLAQLER gffi T MIAMI. PLC.TftIOA FAX � �» �f6 -2901 30$) 776-WE Miami Shores Building Department Miami Shores, Florida Re: 798 N.E. 98th Street Miami Shores Dear Sir: I hereby Certify that I have inspected the above referenced property and the following comments apply: 1. The grade and species of Framing lumber is adequate to handle the design loads. 2. The cat walk bridging is proper for the roof joint. 3. The plywood to facia treatment is adequate provided a 4" drip edge is used. 4. The collar ties need to be added @ a minimum of 1 each 4th frame. Shouldi4ou have any questions please call me. // Very truly your , LAWRENCE E. BENNETT CIVIL ENGINEER & DEVELOPMENT CONSULTANT wrence E. Bennett P.E. # 16644 Copy: Bays Construction File P.O. BOX 4368 SOUTH DAYTONA, FL 32121-4368 TELEPHONE 904/767 -4774 Civil Engineering, Land Planning, Environmental Engineering, Feasibility Studies Owner's Name and Address Registered Architect and /or Engineer. Name and address of licensed contractor and legal description of lot to be built on: Lot 1' Z, Block 7 el STATE OF FLORIDA, COUNTY OF DADE. ss' 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 ' ' ' Q -. , 19.....E No Street ( 'E cf Subdivision ............. Street and Number where work is to be done 7 r State work to be done and purpose of building (by floors) 7t44. J ,r---- 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 .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit aU 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 pennit 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) 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 -z9 t � Date /- 3 - Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Building Inspector 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 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. a.1. .c MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Applicat on is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing o. other stru ture he ein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores V1lag F onda, and all previsions of the Laws of the State of Florida, all ord'nances of Miami Shores Village and all rules and regulations of the Building Division of Miam Shores Village sh 11 be con plied with whether her in specified cr not. A cop of approv d plans and specifications must be kept at bulding during progress of the work. Date_ ( 1:2) q � t 19 No. _LL_� °_ Street__ Owner s Name and Address Nlr' ° ° Nor',rer Registered Architect and nor Engineer Name and address of licensed contractor _ _- ' z'nn_rinr a `-'3-lee l''.et - 2°C ti p; ° ' r. 7 pt. Location Ind legal description of lit to be built on: (, Lot__ ._ _ Block __ . _ _ __ '7? Subdivision_ Street and Number where work is to be done_ c?` n9th i State work to be done and purpose of building (by floors) 1Q __ c ' ri cz ° - and for no other purpose. New Building _ __ __ Remodeling . ___ _ _ _ Addition _ _ - Repairs _ ._ . . _ ._ No. of Stories __ _ To be constructed of _ Kind of foundation Roof Covering - - 1 - Estimated Total cost of improvements $ l 59n ° 0 "' _ _Amount of Permit $ _ 6,00 Zone cubage required_ . _Plan Cubage Distance to next nearest building_ Size of Building Lot Maximum live load to be hi me 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 h. 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 Suppleinertty and has complied with the previsions thereof, and will require similar compliance from all contractors or p b -co ractors employed by .im in the work to be performed u. der this permit; and will post or cause to be posted for inspection on e si$e of /id work such public n' iee or notices as are required by the Act. The undersigned agrees to employ only such subcositractors, dn' w \ k / performed un.e this permit, as are licensed by Miai_ ; Shot es Village. Remarks-- _. -. (Signc7) Disappros ed (Signed) Chairman . Member _ Member . _ Coln. Al Approved Date Building Inspector PLANNING BOARD ■ ■ Member Member Member Da,e D.sapproved Thr'e STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary publ., , duly .uthorized to administer oaths and take ackno /edgments, personally ap- peared and who, being by me fist duly sworn upon oath deposes and says that he is the _ _ of he 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. Per, it No. _ _ )1 0 3, _I Date_ . ( I —'. -(5 Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires DATE __ to me well known, _ . Date NOTE: A charge of $1 00 will be made for making corrections or changes to this application after appr:. val has been obtained from the Planning Board A re- iu_pec! , i 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. Date 9 Job Address 79? fl g 9S' Sit/Wit Folio Legal Description Historically Designated: Yes Master Permit Owner's Address 79 11 2.. 9 ,C' S24 Phone Contracting Co. P ro res o 1g Afg&..nz& Address Qualifier r wain. 6 0 Co av 0 ss# .26 S - State # DO5'_231 Municipal # Competency # Architect/Engineer Address Bonding Company Address Mortgagor Address Owner/Lessee / 'reliant }14 r Permit Type (circle (lie): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. PERM!T APPLICATION FOR MIAMI SHORES VILLAGE 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. understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDA IT: I certify that all the foregoing inibrmation is accurate and that all work will he done in compliance with all applicable laws regul traction and zoning. Furthermore, I authorize ahove-named contractor to do the work stated. C 1 Sq - Tafel WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT EN 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.) ure of owner and/or Condo President Date ota y as to Owner and/or Condo President .My Commission Expires: FICIAL NOTAR SEA IRASEMA CABEZA NOTARY PUI3LIC STATE OF FLORIDA COMMISSION NO. CC316069 MY COMM iSSION EXP. SEPT 15,1997 Mechanical a 0 co et s - 1!:sliniated Cost (value) - 4 /45 Phone t/o/oR 4 1- 90,2o .3,2 Sh2e 573 Wk.' Ins. Co. CLO C.D (2 Oa Oct gnature of Contractor or Notary as to Contractor or Owi. Lr-Builder My Comrnissiires: OFFICIAL NOTARY SEAL IRASEMA CABEZA NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC316069 MY COMMISSION EXP SEPT 15,1997 • FEES: PERMIT 6 RADON __ C.C.F. NOTARY APPRO \TED: - /4117 Eleetrical c.: ' Engineering_ wner-Buil'' TOTAL .DUE , Date -3 .91, Date Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Deck type: MEAN HEIGHT / Underlayment: / A 1C0 Insulation: 12" ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION ItAL Fastener type & spacing: Cap Sheet: Roof iY R / e, ( v�iG� 4-9e A D D Covering: A , Drip edge: as/d �v i,d ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS // (Pmaxl: � 2 ,3 X a, (Aerodynamic Multiplier): + 31 ) - M �. L7 = M rt : / J $ PCA: 2 Y W /. 6 2 M rz = M 23, 7/ PCA: 0543 3 /10 044- �Ci4 ? +31 (Pmax2: 93 , � a, (Aerodynamic Multiplie ) - (Pmax3: X a, (Aerodynamic Multiplier): ) - M = M PCA: Page -2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. i Contractor's Name: P / ll" ti CS'S t2 y ob Address: 7 9 1 n 2 9 S ❑ (Low Slope Application) ROOF CATEGORY ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberg ss Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE New Roof ❑ Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft ./ Total (ft2) -- � Master Permit No. Yv 1 c Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1) Z Ft. A v Ft. A V Deck type: ATTACHMENT Fastener Type: Field: SPACING Perimeter: Corner: DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) r r r r r ROOF PLAN 123.01 -78 9/96 Page -1 APPROVED: Altusa Tile Alfarerla del Turbio, S.A. Barquisimeto. Venezuela pRODUC F CONTROL NOTICE OF ACCEPTANCE ACCEPTANCE NO.: 94- 0914.01 EXPIRES: FEB 1 4 1997 .__.. FEB ? ? 1995 , METROPOLITAN DADE COUNr(, FLORIDA METRO -OADE FI.AGLER BUILDING tsuttAtNa COOS coMPUUANCE DEPARTMENT SURE 1003 METTIODADE RAILER WILDING 140 WEST FLAMER STREET ALUM. FLORIDA 33t30-I603 FAX pm - a t X p Raul Rodriguez Product Control Division Supervisor - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE Your application for Product Approval of . - — juts 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 Redland Technologies, The Center for Applied Engineering, Inc., and Testwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. / /11"L/1"° The expense of such testing will be incurred by the Manufacturer. PRODUCT NO.: 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 Cou , Florida under the conditions set forth above. Charles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County So App ant: Altnsa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL r rs 1: Prepared Roofing ' Suh- Category: Tile Ins: Nail - on/Mortar Set/Adhesive Set Sill—Tjtpe: Clay Product Control No.: 94 0914.01 Approval Date: FEB 2 2 19g5 i ion Dom: FEB 4 1991 System Descriptipn Alfareria del Turbio, S.A. (Altusa), located in Barquisimeto, Venezuela, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. All tile is manufactured from natural Venezuelan clays. This Product Control Approval relates to Altusa's "Altusa S" til profile. Refer to appropriate n t Control Approvals for other ile profiles. The "Altusa S" tile profile is available in a variety of natural clay colors and has matching trim pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all profiles and form a part of this Product Control Approval. Optional rubber or clay cave closures are also available. Altusa roof tiles have been tested in compliance with the South Florida Building Code requirements for clay, nail -on, mortar set or adhesive set tile applications. The minimum roof slope for the " Altusa S" nail -on tiles shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the "Altusa S" profile drawing. The "Altura S" profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval. Almar (USA), Inc., located in Miami, Florida, is the sole approved importer under contract for selling and distributing Altusa products in the South Florida jurisdiction. Contact: Carlos J. Fernandez General Manager Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 (305) 4714830 Raul Rodriguez APR -12 -96 FRI 09:30 AM f•1IKE 'S- ROOFING SUPPLYIES 305 477 7881 P.03 - Product Control No.: 04 -0414 01 Test Product PLOW Dismadmis UssibuWaiu Dmatoks Altus* S' Clay Roof 1 ■ 11 ASTM C 1167 High profile, interlocking, one - piece, Tile w se 10' i 'S' shaped, clay roof tile equipped with W thick r two nail boles and a single roU. For ' direct deck mil-a % applications only. Trim Pieces 1 g. varies w varies varying thickness TRADE NAMES OF PRODUCT'S MANUFACTURED OR LABELED BY APPLICANT ASTM C 1167 Accessory aim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tik profile. Raul Rodriguez • ballad 030 Feh #43 Coated Base Sheet Mineral Surface Cap Sheet Rainproof 11 Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS NIA NIA N/A Lenzingtex -ZB 140 59" x 164' roll Underlayment 22 lbsholl 30 "x75'roll 36" x 75' roll or 60" x 75' roll Ice and Water Shield 36" x 75' roll N/A N/A Test 8 ASTM D 226 I r q►pe n ASTM D 2626 ASTM D 249 PA 104 PA 104 PA 103 ASTM D 312 type 111 or IV ASTM D 4586 Product Control No.: , 44 091401 Product Dessription Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated orpnic base sheet for single or double ply underlaymeat Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -on ttnderlayment Single ply, nail -on Protect- O-Wrap, Inc. Imsderlrymtm with 2" PCA 194 -0714.01 self- adhering top edge. Self- adhering W.R. Grace Co. anderlayment for use PCA #92- 1116.01 as a top ply in a two ply underiayrnent system with approved 130 or 043 as the base layer. Asphalt for bonding a generic mineral surface cap to a mech. attached base aheetin a double ply underlaynreat system. Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications . generic generic generic Lanzing Performance, Inc. PCA 194 -0527.05 generic APR -12 -96 FRI 09 :32 AM MIKES- ROOFING SUPPLY1ES 305 477 7881 Lrndnd Asphalt Primer Roofing Nails Tin Caps Wood Batters Tile Nails Tile Screws Roof Tile Mores ("TileTite' ) Roof Tile Adhesive ( "Polyprom AH 160 ") Magi N/A mm. 12 ga. with ' /," bad min. 32 ga. min. 1' /," o.d. max. 2" o.d. =buil min. I" x 4" min. 1" x 4" for use with votsca] binew or min. 1" x 2" for use alone min. $d x 254 or min. 10d x 3" min. 08 x 254 or min. 010x2" N/A N/A Tot Msdhadwu A3Th4D41 PA 114 Appendix >E PA 114 Appendix E Wood Preservers Salt pressure treated Institute LP - 2 or decay resistant hunter battens PA 114 Appendix E PA 114 Appendix E PA 123 Prepared mortar mix designed for mortar set roof tile applications. 4 Rut Rodriguez Product Control No.: 44- 0414.01 Product Deacrbtlana Cut back, aapbalt based cooing used to facilitate bonding of dissimilar materials. Annular ring shank hot dipped, demo or mechanically galy. roofing nails for use in wedertayment attachment. Corrosion resistant circular disc for use in underlayment attachment Corrosion resistant, strew, smooth or annular ring shank nails. Corrosion resistant, coated, coarse thread wood screws. See PCA Two component polyurethane adhesive designed for adhesive set roof tile applications. Mieatutncet generic irk generic generic generic generic P.05 Bermuda Roof Company, Inc. PCA #94- 0614.01 Polyfoam Products, Inc. PCA 094- 0401.01 APR-12-96 FR„I 09;32 AM MIKE • S -ROOF I FIG SI IPPLY I ES 305 477 71381 Ettidnd Hurricane Clip do Fasteners Valley Flashing Drip Edge D m mdmas GL'Rt min. K" width min. 0.060" thick min. $d x 1W Test PA 114 Appendix E' rain. 26 ga. ASTM A 525 min. 16" width min. 26 p. min. 2" face flange Mill. 2" deck flange PA 111 Product C+oaaol No.: Ihodect Corrosion resistant tic bronze, aluminum, stainless steel, plvsniaed steel or plastic attachment - for supplemental tik attachment Clips we installed with corrosion resit roofing nails compatible with the clip. A hurricane clip is required on all eave tiles. Galvanized steel valley flashing Galvanized seal drip edge generic generic P. Ot APR -12 -96 FRI 09:33 AM MIKE• ROOFING • %± r InLWmm x Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Testwell Craig Laboratories & Consultants, Inc. IstLIdtatlfkr 7161 -03 Appendix RI 7161 -03 Appendix 1h 25- 7200 -1 94-084 94-083 7161 -03 Appendix I1 Letter Dated Aug. 1,1994 P0647 -01 PO402 Project No. 307025 Tat NMDC -78 Lab NAAP -2 Taff: A. Porcello SUPPLY I ES 305 477 7881 TEST REPORTS Product Control No.: 44. 0914.01 lesthaintatend Static Uplift Testing PA 102 Static Uplift Testing PA 102(A) Satic Uplift Testing PA 102 (Qutic -Drive Screws, Battens) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Wind Tunnel Testing PA 108 (Nail-On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Taxing PA 108 (Mortar Sct) Withdrawal Resistance Testing of screw vs. sc.ccth shank nails Wind Driven Rain PA 100 Physical Propatiet ASTM C 1167 Data Dec. 1991 Dec. 1991 Feb. 1995 May 1994 April 1994 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 Oct. 1994 Oct. 1994 P.07 iiPR— 1'2 -96• FRI 10:01 art Pt I r E " S— ROOFING '_,i_IPPLY I ES 305 47? 7881 Product Control No.: 44-0914.0i 1. The standard minimum roof pitch for "Altusa S ", nail -on, mortar or adhesive set tile applications is 2" rise in 12" run (2":12"). The maximum roof pitch for mortar or adhesive set tile applications is 7" rise in 12" run (7 ":12 "). 2. All nail - tile applications having a roof pitch less than 4 ":12" shall be installed over both vertical and horizontal battens ( "Counter - Battens "), as noted in System A. All sail - tile applications having a roof pitch in excess of 7 " :12" shall be installed over horizontal battens as noted in System SYSTEM LIMITATIONS 3. For nail -on applications, brass or stainless steel screws for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 4 System installation shall be in compliance with the system specifications outlined in this Product Control Approval. Nail -on tile shall be attached using one of the methods of attachment noted in Table 3 of this Approval. Mortar or adhesive set tile shall be attached using an approved mortar or adhesive noted in this Approval, the data of which is noted in "able 4 of this Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. 5. For nail - tile applications, an cave clip is required on all eave tile. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shalt be applied in mortar over a single layer of minimum 12 ga. wire mcsh with square openings of not less than 1 /," which is mechanically attached to the deck with not less than one roofing nail every 1 ft . For roof pitches from 6 ":12" to 7 ":12 ", every third tile of evt fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. 6. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accic.ted testing agency, in compliance with Dade County Protocol PA 106, shall be required not less than 30 days after application to confirm tile adhesion. The results of this testing shall be repined to the Building Official and the installer stating that the application has passed or failed PA 1*,•t :esting. if the application fails PA 106 testing, the report shall state which portion of the test wa.. tailed, Category 1 (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, the installer may repair not more than Si of field area tiles and 10% of perimeter area kt.e . ridge /rake) tile with approved tile adhesive. The installer shall place an identifiable marking un each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. For mortar or adhesive set tile applications. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch prior to June 1, 1995 unless stated otherwise by the material manufacturer. Thereafter, 30/90 underlayment systems shall be installed parallel to the roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. Raul Rodriguez F.01 F'R— 1 2 —': 6 F F' 1 1 0 :4t _, HM M I KE' c: — ROI?F I NG SLIPF'LY I E'=: 305 477 7881 P. fit' SYSTEM LIMITATIONS (CONTINUED) 8. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. The Altusa " Altusa S" tile profile has - been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with Dade County Protocol PA 11S or PA 127 shall be done as a' Moment Based System' 10. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of Altusa Tile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 1; The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. 12. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code Raul Rodriguez product Control No 94-0914 01 Table 3: Attachment Resistance Expressed as a Moment - M, (ft-lbf) from PA 102 and PA 102(A) Testing Tile TILE APPROVED APPROVED APPROVED APPROVED Profile APPLICATION NAILS SCREWS FIELD CLIP EAVES CLIP WITH: WITH: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1nail 2 nails Altusa 'S' Tile Battens N/A N/A N/A 26.80 N/A . N/A N/A N/A Direct Deck 6.20 8.40 28.70 31.80 21.20 1 25.30 _ 26.90 34.90 IF•R- 12-96 FRI 10:03 AM MIKE °S-ROOFING '=:UF•F'L''r' I ES 305 477 7881 P.03 Tile Profile Battens Direct Deck Altusa 'S' Tile 4.47 5.35 Screws for tile installation over battens shall belie x 2W long. corrosion resistant. (hriklDri:ve screws installed in two manufactured holes located 1' /; and l' /; from the head of the tile. Tile Profile or less DATA FOR ATTACtTM1:;Yr CALCULATIONS Table 1: Aerodynamic Multiplier - X (ft') from r 108 Testing . 71 (ft') 3„ (ft') flatten Applicstion Direct Deck Application 0.29 0.31 Table 2: Restonng Moments due to Gravity - M (ft - lb!) from PA 102 Testing 3 ":12" 4":12" 5":12" 6 ":12" 7 ":12" or greater Battens Direct Battens Direct . t Deck j Deck 4.40 5.27 4.31 5.16 Table 4: Attachment Resistance Expressed as a Moment - M, (ft - Ibf) from PA 101 Testing Tile Application Mortar Set Adhesive Set Raul Rodriguez Product Con /.o1 No 94-0914 01 Battens Direct Battens Direct Deck Deck 4.20 5.03 4 1 1 N/A Attachment Resistance 24.50 ' 66.50 AF'F.- 12 FRI 10:04 H 1 K. '` =T OOTING ':1_IF'F'L tS .5 Li r r r rsi AIN( ISA Ciay flout T+tcs PROFILE DRAWING toV L"' TAI L LOCKS ALTUSA'S' TILE 10" Raul Rodriguez Product Control No.: 94 -0414 01 _r. APR -12 -96 FRI 10:05 All MIKE'S — ROOFING SUPPLYIES 305 477 7881 METRODADE IMMO be considered after a new application has been fired and the supporting ) , Extensions of Acceptance may ��� have been re-evaluated. data, test reports no older than ten (10) y 11 re orts of re- testing shall bear the seal, signature and date of an engineer registered in the State of A p Florida. Any revision or change in the materials, use, or man f re f th ous ot or process s automatically be cause for termination, unless prior approval is granted unsatisfactory performance of this product or process or a change in Code provisions shall be grounds 3. A n y for re- evaluation. 4 This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. The Notice of Acceptance number by the words Dade County, Florida, and followed by the 5 Th er p any portion of the Notice of Acceptance is expiration date m shat be its entirety. in literature. if an Po displayed, then it 6. product approval drawings, where required Itcant by wired for permit applications, shall be provided to the app the manufacturer or his distributors unless otherwise noted In the Notice of Acceptance. The prints need not be resealed by an engineer. 7 Failure•to comply with the Standard Conditions shall be cause for termination of the Approval. This approval supersedes all p- evious approvals. Last Approval Number 94 0106.18 METROPOLITAN METRO-DADE FLAGLER BUILD BUILDING CODE COMPUANCE DEPARTMENT EN MEt11t} WEST FLAMER BUILDING ET MIAMI, FLORIDA 33130-1503 (305) 375.2901 FAX (305) 37S•2908 . L1 ,1 , ,- Raul Rodriguez Product Control Division Supervisor P.85 APR-12-96 FRI 09:33 AM Deck Type: Deck Description: SYSTEM A: Slope Range: Underlayment: Vertical Battens: Horizontal Battens: Roofing Tile: Comments: h1IKE'S- ROOFING S1_IPPL1'IES 305 477 7881 Wood, Non - insulated New Construction 'i or greater plywood bt wood plank. Counter -Batten Application SYSTEMS 2 ":12" to 7 ":12" Note: Connter-Batteas, as noted below, are required for slope range 2 ":12" to less than 4 ":12" and are optional for slopes of 4 " :12" to 7 ":12 ". For slopes exceeding 7 " :12 ", refer to System C. Install choice of approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 118, in compliance with Section 3.02 of PA 118. Install vertical battens of pressure treated or decay resistant lumber having minimum dimensions of nominal 1" x 20. Vertical Battens shall be set in a continuous bed of flashing cement ' /," thick and secured not greater than 24" o.c. into the sheathing with approved, corrosion resistant fasteners. Vertical battens shall be positioned over the top chord of the roof trusses. (See PA 118.) Install horizontal battens of pressure treated or decay resistant lumber having minimum dimensions of nominal 1" x 4 ". Horizontal battens shall be installed over vertical battens at a spacing to provide a tile overlap not less than 3" and secured through the vertical batten and sheathing with approved, corrosion resistant fasteners. (Set PA 118.) Install tile in compliance with PA 118 using one of the approved methods of attachment for batten applications toted in Table 3, attached. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. 1. For re -roof applications, "13r" plywood is an acceptable substrate. 2. Clips are required on all eave tile. 7 Raul Rodriguez Product Control No.: 94 -091 4.01 APR - 1. 9 6 FR' 09:'34 AN P1I KE • S- ROOFING SUPPLY I E'=: 305 477 788 1 P. u Deck T ype: Wood, Non - insulated Deck Description: New construction "/„" or greater plywood or wood plank. SYSTEM B: Direct Deck Application Slope Range: 4 ":12" to 7 ":12" Note: System B is only acceptable in this slope range. For slopes less than 4 ":12 ", refer to System A. For slopes in excess of 7 ":12 ", refer to System C. Underlayment: Roofing Tile: SYSTEMS (Co m wED) Product Control No.: 94-4914.01 Install choice of approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 118, in compliance with Section 3.02 of PA 118. install tile in compliance with PA 118 using one of the approved methods of attachment for direct deck applications noted in Table 3, attached. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. Comments: 1. For rr -roof applications, " / „” plywood is an acceptable substrate. 2. Clips are required on all eave tile. 8 / //Ztj Raul Rodriguez PP.- 12196 ER I 09:35 AM M I K.'E "=- ROOFING SUPPL`?' I E 1 305 477 7881 P. 1 u r c Product Control No 94 -0914.01 SYSTEMS (CONTINUED) Deck Type: Wood, Non insulated Deck Description: New construction "1 „” or greater plywood or wood plank. SYSTEM C: Horizontal Batten Application Slope Range: 4 ":12" or greater Note: Horizontal battens, as noted below, are required for slopes in excess of 7 ":12" and are optional for slopes of 4 " :12" to 7 ":12 ". For slopes less than 4 " :12 ", refer to System A. Uoderlayment: Install choice of approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 119, in compliance with Section 3.02 of PA 119. Horizontal Battens: Install horizontal battens of pressure treated or decay resistant lumber having minimum dimensions of nominal 1" x 2" x 4 feet tong allowing for a minimum '/," gap between each 4 foot length. Horizontal battens shall be installed over the underlayment system spaced to provide a tile overlap not less than 3" and secured through the sheathing not greater than 24" o.c. with approved, corrosion resistant fasteners. (See PA 119.) Roofing Tile: Install tile in compliance with PA 119 using one of the approved methods of attachment for batten applications noted in Table 3, attached. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. Comments: 1. For re-roof applications, " /„" plywood is an acceptable substrate. 2. Clips are required for all cave tile. Raul Rodni uez 9 P/'