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1290 NE 101 St (12)MIAMI SHORES VILLAGE O) °S4 S BUILDING DEPARTMENT�� 305- 795 -2204 Building Inspection Request Date ' 2q Type Insp'n '� Co,. Permit No. ° e O y 441 \-0-- Name 30i(O1 o Address ago N.F. 10I Compan rcj(1 a Ili Correction Re- Insp'n Fee ❑ Phone # pp Inspection Date (o P-& MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request c JV Date Type Insp'n A)) Permit No. 03 Name Address I \ sct 0 , (c' ' 1 0 / Company Phone # 3 OS Inspection Date 11 L 0 Correction Re -Insp' n Fee ❑ air -( oLt 0 r ' - 5 • MIAMI SHORES VILLAGE BUILDING DEPAR''MENT 305- 795 -2204 Building Inspection Request Type Insp'n Permit N Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee Date Re- Insp'n Fee .x'64347 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat Type Insp'n I I ►''C__ f I 1 pro ' Permit No. BP 3 )5zsi 5 Name (0 (lJ Address —` v i'A_ 10 1 3f Company r4 W v Phone # Inspection Dat MIAMI SHORES VILLAGE c k- BUILDING DEPARTMENT 305- 795 -2204 Buil• in : Inspection Request Date TypeInsp'n d 11/442 3Y1 Oo1CR S Permit No. cOoda-- iS O� Name S2 fral CD, Address ; 2Qo 1 Ot 5L Company Phone # Inspection Date Approved Correction Re- Insp'n Fee ❑ Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(p or F) 1 pG 26 51 76 2 27 12'-'1-' 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 �l 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 50 75 100 IN® 5506 Owner's Name Job Address _ Roofing Contractor li ay.._ O1• f tJ (' Type of Tile • Approximate Roof Height: Z 1 feet Type of Access to Roof: Scaffolds Ladder Approximate Square Footage of Roof: 41 DO 0 ft Required Testing Force: 35 lbs. Date Tested g IN ACCORDANCE WITH CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY THIS REPOIR-T UBMITTED BY: Civil Engineer: Lab Certification # 98 0608.04 P.E. State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 SITE SPECIFIC INFORMATION N • S Testing Equipment: Chatillion 100 TEST RESULTS P = PASS, F = FAIL p - ?o -Ott PRINTED BY: UNIGUE GRAPHICS: 954- 791 -3101 FAX: 954- 791 -3103 ' Permit Project zoo z( - 34-7 ate Installed: —20 01 Roof Pitch: 1 Z Other SKETCH OF ROOF JOB 92ei® g 10 sr. hd, co L. SHEET NO CONTRACTOR CHECKED 8Y DATE SCALE im s idisisirmialimmons 121111Ini•IIMIWATII_LIM 1111111111111•1110111 VIDACTIMMI IMMBZSNIJIIIIIIIPMMIISFJFMIIIFAPIIIIILIJ 111111111110- I rellEMralliiiitilmilk °' 1� 11111i112111-r`r111/r1l11111r1 1 ►%7��!�rn7[ / -T ��i[� I■11L'' !1111i1l 'ill, 11' J 1 Pr Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -347 Printed: 3/24/2004 Applicant: JULIO & GLORIA Owner: SERRANO JOB ADDRESS: 1290 NE 101 ST Contractor KAWALEK, PAUL RICHARD Local Phone: 786 - 277 - 9540 Parcel # 1132050140010 Fees: Description Amount FEE2004 -3136 Building Fee $350.00 FEE2004 -3137 CCF $10.80 FEE2004 -3138 Notary Fee $5.00 FEE2004 -3139 Training and Education Fee $3.60 FEE2004 -3140 Technology Fee $8.75 FEE2004 -3141 Scanning Fee $9.00 Total Fees: $387.15 Total Fees: $387, Total Receipts: 10.00 331 L5 Permit Status: APPROVED Permit Expiration: 9/11/2004 Construction Value: $17,900.00 Work: ROOF PERMIT FOR ADDITION OF EXISTING HOUSE Signed: (INSPECTOR) Building Permit SERRANO JULIO & GLORIA Contractor's Address: P.O. BOX 531051 Page 1 of 1 Legal Description: 5 53 42 GORDON TRACTS PB 55 -20 TRACT A LOT SIZE SITE VALUE OR MAR 2 9 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Plumbing Owner's Name (Fee Simple Titleholder) E I c - eAA Ser r ai1.0 Owner's Address J1® / v i 1 � £h Cit M, I G v I shores State FL, Tenant/Lessee Name Zip 33/ 3 8 Phone # Iago ME• 101 Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO 24 Permit No. beZ `04 -4 'IS 4 34 Master Permit No. OP 7003 )cs& Mechanical Phone# 30 t5 /`S`T -U 33136 Contractor's Company Name Ct Lv I e K Reorf 1 h Phone # OS � Sq .-6) (9/ Contractor's Address Rot go )c 53' 0g/ City M' W1 I State F L. Zip 33/53 Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: Addition Describe Work: ear eea. / 3 o SA S e * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ � doo Permit Fee $ 3 50 CCF $ /0r (® CO /CC Notary $ , Ov _ } Training/Education Fee $ 5, 7 Scanning $ Code Enforcement $ Total Fee Now Due $ 733i, (Continued on opposite side) In, goo Radon $ ,c ❑Alteration New IV Repair/Replace ❑ Demolition I ocrP re' I& e Z`; e w 9 ro co h`E- tit,1 h -co - +lee r'o 'o Structural Plan Review. $ Square Footage Of Work: Technology Fee $ Zoning Bond $ Li OD Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is•issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _ , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Chc 12/15/03 S Contractor The foregoing instrument was acknowledged before me this Z9 11 '' day of 146 C� , 20 by 7 OU t.[( le n who is personally known to me or who has produced 'Of 1 l0 1 CV/ as identification and who did take an oath. NOTARY PUBL Sign: Print: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************************************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MAR 17 2004 Plans Examiner Engineer Zoning 4 'Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Section A (General Information) Master Permit No. / Process No. V C Contractor's Name R. ( 1`� & tun. \ 'f.. V\ Job Address ■1 N E 1 0 1 +k ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof ROOF CATEGORY ], (Mortar/AdhesIve ❑ Mechanically Fastened Tile L Set Tile ❑ Metal PaneUShingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ARE THERE GAS VENT STACKS? ROOF TYPE YES ❑ NO ❑ ► TYPE-NATURAL ❑ LPGX tiRe -Roofln ❑ Recovering ❑ Repair g epatr ❑Maintenance . ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 0 LLlov 1Oo Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. I.mmO..m■ Wm■ ■NNN. ■mmmmmmmm. ■mmmm ■.mmmm ■ms■� ■mmmm■.■ Nm.mW ■ ■ ■C■ l`iem ■m.. ■ms CE ■Em■ ■ E ■mm ■m.m■E ■ ■E .. E�E■WmmmmW. ■ mm■ EE mos. I mm ■ i m ■.� ■E ■....m.n. . ■�i,.... ■ono_ ■.E 'Mimi _ EE' III E IN N O O N. 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NmmmNmmmWNm .m.mmN.Wmmmmmm■:mau■mm■ ■mW■mmWmm ■mmNm.RS1 U■tI ■.I ■L ■m■ ®LS■ ImWm■■mm.N■■m■sommom■■■■■mm. ammo ■m■ ilum ■ ■■ morn omm ■Wmmmm ■ ■■m:.■smossmm■N.1■■■■ I■■■m.■s■■■.m■ mom■■■.■ mm■■ W■ m■.■.■ a:■ m■ W■ m■■■ ■mmsmommussommW■.m•.om■WmW■m.m■ �3 • Page l of l • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: ( Roof Mean Height: /12" Ridge Ventilation:1 Pi) ) Method o Tile Attachment: 0 IN /A II F xv adhesive Alternate Tile Attachment Method: Clip Spacing for Metal Roof Panels Field: ET Perimeters: (___ J Corners: Perimeter Width: Section D (Steep Sloped Roof System) Sloped System Description Deck Type:15 18" Plywood_ J Page 4 Alternate Deck Type: Underlayment type: Insulation /Fire Barrier Board: NL fk _..__ Optional Nailable Substrate: � w /A- Fasteners: (lam" S N&i]S btich 11.2. e Cap Sheet Type /Adhesive Type: I_ 41 os I Ate, - - Roof Covering: iffah5on ►n 5h k Roof Covering Attachment Method: ISo\NI EoA,vv d. he- I ve Drip Edge Size & Gauge:12" face 26 ga. Drip Edge Material Type: I Galvinized Metal e Drip Edge Fastener Type: I lNtt tS , J�/a i Hook Strip /Cleat ga. or weight: I /A Roof System Manufacturer:1 1+o\ _ Oh Notice of Acceptance Number: I 0a --09 & • v"I Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: 71767 P2:I__IOO(6 JP 3: 100ifj Maximum Design Wind Pressures, (From the PCA Specific system): _; • Page l of l • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: ( Roof Mean Height: /12" Ridge Ventilation:1 Pi) ) Method o Tile Attachment: 0 IN /A II F xv adhesive Alternate Tile Attachment Method: Clip Spacing for Metal Roof Panels Field: ET Perimeters: (___ J Corners: Perimeter Width: Section D (Steep Sloped Roof System) Sloped System Description Deck Type:15 18" Plywood_ J Page 4 Alternate Deck Type: Underlayment type: Insulation /Fire Barrier Board: NL fk _..__ Optional Nailable Substrate: � w /A- Fasteners: (lam" S N&i]S btich 11.2. e Cap Sheet Type /Adhesive Type: I_ 41 os I Ate, - - Roof Covering: iffah5on ►n 5h k Roof Covering Attachment Method: ISo\NI EoA,vv d. he- I ve Drip Edge Size & Gauge:12" face 26 ga. Drip Edge Material Type: I Galvinized Metal e Drip Edge Fastener Type: I lNtt tS , J�/a i Hook Strip /Cleat ga. or weight: I /A Mean Roof Height in Feet 15' 20' 25' 30' 40 ' Roof Slope 1 1 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P1: i � xAI 1 3lI -Mg: =Mr1: P2: 1100*b xAl 311 - Mg:1413 =Mr1:l P3: 00i x I43U I -Mg: RM =Mr1:l NOA Mf: l bb► NOA Mf: I DV�J NOA Mf: Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: j NOA Mf: Mr Required Moment Resistance* *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 Page l of l • SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUICONSIDERATIONS E NRS NOTIFICATION FOR ROOFING 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. ��✓ 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with e current p Chapter to removing the roof system) Zones) of the Florida deck is usually Code. (The roof d Y concealed prioro 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. L.._ 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. Cs 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. e a �met=o� dIt walls may be me extensions may install overflow scuppers discharge m if overfl scuppers (wall outlets) are p vid accordance with the Florida Building Code, Plumbing. the 53 7. Ventilation: Most roof structures should have some n attic natural airflow ion t h ro l not be in of the structural assembly (the building itself). The existing amount reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's/Agent s Signature 3 , 09 aku Date Contractor's Signature applicable building code do not exceed the values listed in section a herein. Thc attachment M r -OA RUILD1NC CODE COMPLIANCE OFFICE (I3CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile d.b.a. Pioneer Concrete Tile 1340 SW 34' Ave Deerfield Beach, FL 33442 Mti t S11..DADE COUNTY. FLORIDA METRO -DADE FLACLER 3UiLDINC I40 WEST FLACLER STREET, SUITE 1603 Ml Mi, FLORIDA 33130-1563 (3C5) 375-2901 FAX (305) 375.2908 SCOPE: This NOA is being issued under thc applicable rules and regulations governing the us.: of construction materials. The documentation submitted has been reviewed by Miami - Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade Coun ►y and other areas where allowed by the Authority Having Jurisdiction (AH1). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in are other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Cont•al Division that this product or material fails to meet the requirements of the applicable building code. This prodlcr is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Regal/Spanish "S" II Roof Tile LABELING: Each unit shall bear a permanent label with thc manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida. and followed by the expiration date may be displayed, in advertising literature. If any portion of the NOA is displayed, then it shell be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by he manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. • This NOA consists of pages I through 6, Thc submitted documentation was reviewed by Frank Zutoaga, RRC NOA No.: 02 - 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 1 of6 •. ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: SCOPE This renews a roofing system using Hanson Regal/Spanish 'S' I1 Concrete Rcof Tile, as manufactured by Hannon Roof Tile d.b.a.Pioneer Concrete Tile described in Section 2 of this Notice of Acceptant . For the locations where the pressure requirements, as determined• by applicable building code do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson Regal / Spanish "S" II Tile Trim Pieces 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Tile Nails Tile Screws Roof Tile Mortar ("TileTit::T"' ") Roof Tile Mortar ( "Quikrctc® Roof Tile Mortar #1140") Roof Tile ivlortar ("BONSAI.® Roof Tile Mortar Mix ") -. J P Roofing Roofing Tiles Concrete Dimensions Length: 17 '' /" Width: 13 ' /." W' thick Length: varies Width: varies Dimensions Min. IOdx 3" #8x 2 1/2' long 0.335" head dia. • 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A Test Specifications TA$. 114 Appendix E TAS 114 Appendix E TAS 123 TAS 123 TAS 123 Test Specifications TAS 112 TAS 112 Product Description High profile concrete roof the for direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof piece, for use at hips, rakes, ridges and valley terminations. Product Description Corrosion resistant screw or smooth shank nails Corrosion resistant,coated, square drive, galvanized. coarse thread wood screws Prepared mortar mix designed for mortar set tilt applications. Prepared mortar mix designed for mortar set tilt applications. Prepared mortar mix designed for mortar set the applications. Manit13cttrer Generic (With current NOA) Generic (With current NOA) Bermuda Roof roof Company, Inc. (with (With current NOA) Quikretc -oof Construction Products (With current NOA) W. R. Bonsai Co. roof (With current NOA) NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 2 of 6 Roof Tile Adhesive ( "Polypro® A.1-1160") Roof Tile Adhesive TileBond hurricane Clip do Fasteners 2. LIMITATIONS N/A Factory premixed canisters Clips Min. 'A" width Min. 0.060" thick'? Clip Fasteners Min. 8d x 1 ''V." 4,2 Data For Attachment Calculations See NOA See NOA TAS 114 Appendix E Two- component polyurethane adhesive designed for adhesive sct roof tile applications. Single component polyurethane foam roof tile adhesive Corrosion resistant clips with corrosion resistant nails. Polyfoam. Products, Inc. (With current NOA) Flexible Products (With current NOA) Generic (With current NOA) 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami - Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Codc Compliance Office for review. 3.4 Minimum undcrlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 hcrcin. 3.5 30/90 hot mopped undcrlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underiaymcnt material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson Regal /Spanish 'S' 11 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. NOA No.: 024916.09 Expiration Dote: 12/16/07 Approval Date: 12/19/02 Page 3 of 6 - Table 3: Attachment Resistance Expressed For Nail -On SkIstomts as a Moment <:;:''•'. Direct" Deek (min 15/32" plywood) - M, (It -lbtt) ' • r• ';�4 . • DireCt Derck (min: 19/32" plywood) Battens Tile Profile Fastener Type Hanson Regal/Spanish 'S' • 2 -10d Ring Shank Nails 28.6 A1.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7. 131 2 .#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Cti. 23.1 23.1 19.0 1 -10d Smooth cr Screw Shank NailjEave Clip) 29.3 27.6 29.3 27.6 24.0 38.6 2 -10d Smooth or Screw Shank Nails (Field Cti 2 -10d Smooth or Screw Shank Nails ( clip 38.1 38.1 41.8 2-10d Ring Shank Nails 33.1 . -1- 48.1 45.2 fasterners are located a min. of 2Y2 from mead of hie. __ - installation with a 4' He headlapand Table 4: Attachment For Resistance Expressed as a Moment Two Patty Adhesive Set Systems Tile Application Mr (ft -Ibf) -� Minimum Attachment Resistance Tile Profile Hanson Regal /Spanish 'S' 1! Adhesive 29.3' 2 See manufactures component approval tor insial!ation requirements Average weight per patty 10.7 grams. per patty 8 grams. 3 Flexible Products Company TlleBond Polyfoam Product. Inc. Average weight . Tile Profile 3 ": - 12" 4 ": 12" 5 ": 12" 13 ": 12" 7 ": 12" or greater Pioneer Regal /Spanls h 'S'11 Batten s Direct Deck Battens Direct Deck Battens Direct Deck Batten Direct s Deck Batten 1 Direct s Deck 1 7.77 8.34 7.65 8.20 7.49 8.03 . l 7.30 7.83 , 7.10 7.61 1 Table 1: Aerodynamic Multipliers - X (ft Tile X (ft) X (ft') Profile Batten Application Direct Deck - - .Iication Pioneer R g al /Spanish 'S' li 0.287 0.311 Table 2: Restoring Moments due to G ravity - M.. tft- 1 (OA No.: 02-0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 4 of 6 Ea 3Eyd Table 4A: Attachment Resistance Expressed as a Moment - M, (ft -Ibf For Single Patty Adhesive Set Systems Tile Profile Hanson Regal /Spanish 'S' 11 4 Large paddy p of 63grams of Pot . 2/r TM . Medium paddy placement of 24qrams of PolyPro Tile Application — inimum Attachment Resistance Polyfoam Poi Pro 66.5' Polyfoam PolyPro 38.7 Table 4B: Attachment Resistance Expressed as a Moment - MI (ft-Ibf) For Mortar Set Systems Tile Tile Attachment Profile Application Resistance Hason RegallSpanish 'S' It Mortar Set 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacture's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shalt be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 02 -0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 5 of 6 9Z96S9'9SOE Et.:Of t'00ZiSI /tO FASTENER HOLES — PROFILE DRAWINGS UNIDERLOCK REGAL AI<A SPANISH "S" 1I END OF THIS ACCEPTANCE 1/4 OVERLOCK HANSON REGAL /SPANISH `S' 11 CONCRETE ROOF TILE NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Pate 6 of 6 9?9rS99c3> t.L :fit t>00Zisi /f;0 :.; 1. ."41",-r-,Z. • i , i ''' Csigtf:trr'll,".421 • , . ' • .1 ,,,,' ri , I n er Cho pter 8 drat: . o e of ,v lanif.. ..,:-, 'II C Oti °venting thr use of Ahernatti.;, ,. -, i - f ' ' ' ' ..,, ; r''' and Types ._ . County Guildi bode Compliance Office (accoP der the conditions specified I Construction. and:complete:), described herein hav! en recommended for occeptane:5. ,.- ,. 4- b 1: Miaini-Dade This N'OA shall no: be v a; after the expiration date st red belovv. BCCO reserves titat 1 to sr_ecure this : , ,,,, ; or ma:e„ at any time from a jobsite or ginufacturcr's plant for quality C'O'nkoltesting. if this ils to perform in the approv ner ed ,73';'; retn ;:ro:iliet or material fa fl CC , Man BCCO may revoke, modie,or suspend the , L . .. vse or stich prod Cr maierial irnmediatcly. tiCCO reserves the right to revoKe 1ms Approval, if it i :co s that this roduct or material fails t deksr:r.ined by B .3:::"(tEng Code. P o meet the requirements of threk'South Florida stt:Ii 1..:sting wiil he incurred by the 4 cc. c DTANcE NO.:Al-052LN F.X141( Raul RodrigueZ Chief Pred t/ uct Centro! D;vision 1 VAL 1 c Ns FOR SPFCI F ) Nr.V41( nun orNr cj_22E.ILL,11 cT REV FW COMM! 7t.de and Product Revic‘v Commiltre to b.. used Triaa covrizsur.rr sr :11::::vion for Prcc:::ct Approv;i1 b APPIZOVF.D: nut4:2001 .4• ".1.4 SC000.41000qternp4te0•04ac• 2 c<•9c1/4c• co. III 01 ge..4 :fl er rte t lUlail mdcl re's: pottniefter@builelugeetleenline.com • cell reviewed by the OCCO and approved by the Building in Miami-Dade County, Florid under the condit:ons set 1 'r:incise° I. Quiritnnz. R.A. Director %.1;:ont i-Dode County niiiiding Code Compliance Officc : • i This apnco res 1'1 Yp r1) rlcicrtbr,d Sect . A LiIGU ,� a to 2 ofthis Notice o pressure tln r�q as determin b design pr`ssure`vntuec obtained b Standard RAS 127, for Y sates PotyproGt` All 160. ar use with approve for sin where the arach,nent , E :� .. p.;tty Ptaccnter.t. a id :IS in up 1 2. PRODUCT' DESCRIPTION •H �tnutncture,l 1,y Ajwlicunt nol ynrore AH 160 n li,tnt N/A I'oan'pro� RTr1000 PP:P ncl?D3C.i ; :CO Prn crt DC1•Sily Compres Strc. Tc'tsi :c S :rc.,l:(lt Wn!cr Absorption Motst,.rc Vapor • Tr a , ts , ISStnit Stabilit rlintct,sic. L;9t::;ci99 ON X5 `/A AST ‘ 1):'26 ��' acturI..d b t ` 1 I ulyfia'am !'rod��y' e ptanct;. or the lot;,atloni "-c b does rot c� Iicable building code. her Ores in compliance o low. with Roofin • and high prolife roof ti14 , culations arc done :ts a based s moment base {,• system for doubts potty system Test Iccific,lf� PA 101 ltcs, . 1.6 lbslrt.' �� 1I PSI ftarailel to rise 12 PSI Per pendicular to r :se 28 PSI Parall to rise 0.08 usjr,. 1.1 Term / loch t. eks Volume Chat r ' 1 _ JCc: 7.. 2 5.0% Volttllt` Chan •J n 11;:It, idit 3 tveelt• d,LiCt" 11 A - dd; .. y �v� 1 A.: Prods« Two eor^ponent Polyurethan Dap:ns;ns CS1lipntent 13:spcasir.g Cqt i r menu c 2.1 CnIttnnnnts or 2. 1 Mi: Itti Q: Cot:nl products manura wt Product Cp tcd R b y others: 1 y tat u;71i!t resi 1 Control Acccpcd s.i:1r: vi!JCS with the us oor'rile Assembly c of Pot�pro A f l l GO rv�trli ` 1 tai;:te a current `0.1 2.2 ad' 'Sir: Typical 'Physical Pry pert ics: N AS1 j 0 1622 AST\I 0 1621 ASTNI 0 1623 ASTM D21;7 A.S - r`i E 96 • 'rank 2uloat It1te Product Control E' ntiner the tion using system 3.2 3.3 � 'num S'a n d ar 3.4 ` Roo Q �, £ cgs -Trlc rnanul.tcttr• ti's' a cs •�cqurrr 3.5 e with their Roof Tile file a sscrn e ma►1 :,r,ctUres acgUiri j use orPOly acceptance for the use of p ies shall test in ac co olyrrc aC�•orda,:c p o� Ah 160 : Acceptance for two Pad with.' c "i oof ►rle` a w' A cem n F t, PA 101 a: td w ig - . with their tilt A , ; a the s crron 10.4 as modified me l n. s i a1(fat in 3 's ncceplancc sod with flat, low .. compliance wrtl, ' ? t r� p t c It :�, O:, "S A pp Lon w _/ M S . Fran Zul P rheas. Coot .� c rd ;� 4�? •160 roof V. paddy la 4. 1 \•S TA L LA T1 O!\ 4.1 lists uplift rcI'o1YP, o ®a , NrtcnCC values with Y be used with ith any roof rile I olypro� A} -{t5.3 s ,, ,, to use ofPof assembly (tav:, a current I�pA t5 secti and t!'c Cor- all ..e applied in corn YPro® AI-j 0 at se assembly's ad►:cs;,.. ond;n j Placement phancc with the herein. " s::�;t:�n: a : :a;!• a.,. c:,� with t h t �etails noted Ilcrr;•; pcner•.t gpPl:cation cn,t w; a use or Pol r Tye roof rite tl:c u !; rr';'t: resista ^cc, expressed a an u F R res:s: 1 r as A1! ste shao provide A;.F:ica Standards in c o . nPi :arct; �,,;. R .. based file up!f i t5e ,a�tdarde RAS 13, .It Mi1mi_ s?s:;r;, to .v p � The adhesive dad ee; er e�cccd J.3 ?cvypro�` Aid 160 - at ic:,ntcrtt Ca:3 i Co un'Y Roc i accordance with ^ tor tilt adhesive s noted in t : :e roof Po! R�or�n and its co^t Yi7 w i G0 8 Application Standard por 12 shat! P ;r,stallcd in ' r o!yp de must Opera•ins Instruction and Mai ntenanc ZAS 120 and Poly-foam Products. lrtc. by !'e:yfoar:t Product be a Factory Tra:r,ed' ,. DxK.e;• aaF:icitor :o the s. (nc. PoiYtoant ,. Qua.,ficd Applicator' o � a ,,,, :; ,v �' ' ' �. �, ror, cf :r �� !raving jurisdiction. �►tc shall supc:`Y a proved and :ic :r>3eo+ .�.cs :vC, dispensing . app -cued be n i:r,tair o r, ' �a r.;,c rn:o ; .ec , 8 .quipn• :.wcc ! rt :Ile A', t is require: component a cc b n , ' deli Yc: 0.0' ? 0• I S A e omFonc,tt and :►• `c '�PP1ic Trion or 5 :c G I) ( ) : 1 ) The d s': i :: be a r ocr..tds (t er tile • ,, s do :crm : at 0 �0 spert:e ;; a .3 component slta:! 4.6 ('oly o$ p cued cal rrer shall be se to �r AI-1163 p it. ; �L-:� ; i o , r �,. J 1'o ly∎,r 'A , ; ,1 s ir 4 1 b e apgiied with roampro It•IT1000 ° other settings I Gd shZ:l not or P; 3Pack )0 100 l:c exposed per to surd t Tile Lid e• t390SES:99 'ON Aid 4 5. LA II ELING 6. Polypro® Alf160 containers shad cornply with the Standard Conditioni listed herein. „.„ EALDING PrRmiT REQU/REMENTS 6.1 As required by :he Building oitcial or applicable Building Code in Cktder to proper.y evaluate the installation or this system. ..„ 11 111‘ . Frank wow RAC Product Control Examiner iLdCm XI AlddnS CE ud 9L :e( 1' _ i..S ON XVI • • ": • -I: F. Prandt Zul, ARC Product ExarrUncr.. 45 • • 2 • • - • Lx‘;rS'.:c 'ON Xb j 6 ,, 7cdfS. co -1; • • w , - • 3 PSES '0N 7 r1 '"Ca. 71; 4- Frnuk Zuloogo Product Control Examiner, "t1 = ::Z: C3P.:C - .30 -4iN R, S3, of this Ace optanec(O r P,:o vs .,, ,,r;!'it ., .. , ,. -..-. I, A...CC E rlf 4 1 , ....7 76 , - :',111. I 02 Ta _ „,,,4,n4...ile..,„, orple than eight Of) years : and the original stIbin;tted doeuniet, ..:.„ shill be conlidered alleia rette,V;('''' veluding rest-stipportingdata. en•;: . -• •*:',1:: • tr.?.;-!! -1,..:. 2 Any and all approved products .shal . ,stanlecity. ' :. :----4 sfaitst . specnc.iily stated in the specific condition's °Falk Acceptance. 51-3: : the foliotvin, aa_menr„..:-:t*Mirutti-Dade County Nock:. :::.:-.4tr,p Arr4 val".41. •ts ,., permanently Isbeled %%ill t;„ 31 Itcr.i:wsis of Acceptance w".11 not be considered if . :..,. s lf; • Thzre has been 3 0.ingu in tile Sc4th Florida [Lading Code a !he evaluation of .his , tft, L product and thcbroduct is not in compliance with the code cha■ii;e4 c Ti e pr3duct is no .:cncr the same piiicl uct (identical) as the cite r.•."'..;.:4-.:-.fy approved. d. tretuding the correct ;nstallation ache product. If th:: Acceptance holder has not ' complied with all the rer ;L - :::: - ..:s of this aceepta,-.ze, Thc ensmccr who origin:01y prcprod. signed and sealcd the rec:.:. clocurnen:atien initi:Ai. 4 s is no lenger practicing the engineering profession. A,1). t or change in 0,e materials, use, aildfor manufacture o' t..:. zroduct or process s! . bc cat:se for termination of this Acceptance. unless prge, r-r-e-1 approval has b cffice. rcc..:estc:1 (ihrOuh die :ng of 3 rcv1513n appLca:son with apprepr f_.•:) and granted by . .. 5 Ar . v or the following sltail a:so be grounds for removal of this.Acceptat . ts. Unsat's:actory performance cf this product cr process. () other purposeg . miluse, of th;s Acceptance as an e.ndorsem of arty produe:. i:_- :o7„ advertising or ary 71t.: Net ice ef Acecptar:ce number preceded by the words Miaini-D3t.: ...- ?•. Florida, and raw% ••■• :be exp;ratton Cat.: ti:ay /h.: otsp;ayed tn advert:s:ng literature :' :.••• - _ - a - .ion of the Notic: of Acc;:ptsricz:s Cisp:aed 0.!,::•• ...! s:tall be done in its entirely 7 A co!lv or th:s Accep:a:::: as we:l as approved drawings andother dec1-..71:..-3, whet,: it ppies, 572 • s.: pr=v:e ID ule L$ ,:r ;,•■• !he mantfacturer or its distribt.iters and shz. --- :7...: iabl; ter inspectio:, 1 ihc jobs;te :-.! al! iitne - 71:::. eng.neer nced net rcscal the copteS. . Accaptance Fa,lurc :0 comply wit.% cr.). sce n tio or this Acceptance shall be cau:c f": .::-..mrtation and rento‘al r:f 9 r :s Net:cc of Accco!aoc:. conststs cfpages I througli 8. - • J41 XV; END OF MIS ACCEPTANCE Lsioagn, RRC Control Examiner BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): $ Value of Work For this Permit Owner's Name (Fee Simple Titleholder) Owner's Address /, �?fo City /-19/4/ J /mod/' /' State Tenant/Lessee Name Type of Work: ['Addition ['Alteration Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing ZOIL/ SreM/0 i 77 / ,4&2 jc/ 6 C /og/l4- Job Address (where the work is being done) / 790 ,E' 697w 4 - City Miami Shores Village County . – Mi ni -Dade Zip - -TSe!f Is Building Historically Designated YES ? /F ,)Jf //vEek/A/5 Contractor's Company Name Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) .ff /AO Phone # ['New * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 7 ~— CCF $ Notary $ Scanning $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Training/Education Fee $ Radon $ Zoning Structural Plan Review. $ 25.42r ak- Permit No. Master Permit No. Mechanical Roofing Phone # .7OJ allaget 91/- 1' yoo zip Phone # Phone # sar - A - yet 9 o 0 Square Footage Of Work: (iP 03-54) ❑ Repair/Replace ❑ Demolition CO /CC Technology Fee $ Bond $ R[ C IVED Y 1 7 2004 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is •issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: , (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. *********************************************************************************** * * * * * * ** ** ** * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: 2S 1/4h4- h4- 5€ = Plans Examiner Engineer Zoning Chc 12/15/03 Best Truss Company To: 7035 SW 44 ST F & F ENG. Miami FL 33155 Project: Model: Block No: Lot No: Contact Site Office Name: Phone: Fax: Deliver To: 1290 NE 101 ST, MIAMI SHORES,FL. Deliver To Address3 Tentative Delivery Date: Material Summary Includes the following The truss drawing referenced below, have been prepared under my direct supervision based on parameters by Arch. or Eng. of record using MiTek 2000 software Pages or sheets covered by this seal: 0001 thru 0007 Total: 7 drawings With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61G15-31 section 003 of The Florida Board of Professional Regulations. Biulding code being used is ASCE 7 -98 as per FBC 2001. Wind speed 146 mph. Exp. -C; Category II; Importancefactor = 1.00. Truss Truss Truss 0001 V12 0002 V16 -0 0003 V20:0 0005 V28 -0 0006 V4 -0 0007 V8 -0 Truss 0064 V240 T V Von 'h < .. , 0 (C 44-fr;eitiAgO 6°) I �f 0°i S " 0 y Truss List Job Page: 1 of 1 Date: 5/7/04 Project 4D88 Account No: Designer: btc Salesperson Quote S - 7 -o4 BEST TRUSS CO. 7035 SW 44 ST. MIAMI, FL 33175 Phone: 305- 667 -6797 Fax: 305- 667 -0592 To: F & F ENG. Production List lob Number: Page: 1 Date: 05 -07 -2004 - 10:15:40 AM Project ID: 4D88 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer: mtm Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: /�� 1 V12 - 0 34 lbs. each 12 - 0 - 0 ROOF TRUSS 1 - 6 - 0 3.00 0.00 0 -0 -0 0 -0 -0 15 BF -Ea 15 Total ' 1 V16 - 0 46 lbs. each 16 - 0 - 0 ROOF TRUSS 2 - 0 - 0 3.00 0.00 0 -0 -0 0 -0 -0 23 BF -Ea 23 Total 1 V20 -0 59 lbs. each 20 -0 -0 ROOF TRUSS 2 - 6 - 0 3.00 0.00 0 -0 -0 0 -0 -0 28 BF -Ea 28 Total ��\ 1 V24 -0 75 lbs. each 24 -0 -0 ROOF TRUSS 3 - 0 - 0 3.00 0.00 0 -0 -0 0 -0 -0 35 BF -Ea 35 Total 1 V28 89 Ibs. each 28 - 0 - 0 ROOF TRUSS 3 - 6 - 0 3.00 0.00 0 -0 -0 0 -0 -0 42 BF -Ea 42 Total 1 V4 -0 6 lbs. each 4 -0 -0 ROOF TRUSS 0- 6- 0 3.00 0.00 0 -0 -0 0 -0 -0 4 BF -Ea 4 Total I 1 V8 - 0 20 lbs. each 8 - 0 - 0 ROOF TRUSS 1- 0- 0 3.00 0.00 0 -0 -0 0 -0 -0 9 BF -Ea 9 Total ,' &V' . 0, \''clp mo Oc\ ,----,- iii 5 -7 -o4 Job • 4D88 — Best Truss V12-0 Truss Type ROOF TRUSS Qty 1 5:100 s Mar Ply 1 25 2003 F&FENGINEERING 0001 Job Reference optional) Mi TeUnefaitnes, Inc. Fn May 07 T0:16:06 - 2004 Page 1 Truss CO T Miami, FI. 33155; WiI i�Campos 6 - - 12 -0 -0 6 -0 -0 6 -0 -0 Scale = 1:19.1 4x5 = 3.00 x1 - 2 r.. rr. -. v... v.. -.... v. -. rv....•. rv... vvvv vvv v .-vvvv.- v.-.-rvr.- . -avrr. rv............ vv..v-� •vv.-. -r - rr. -... r..- . -v.... r.. -.. vrrrvvr. rrrrr.. vvv. rrrrrv. rrr.•. -. -r� :':::8S:.�::aoo.o.000.'.ogg oom.oggER ...❖.• ...................... o.'...'l$•$$$• ....•....•..•....•..o•.....$.❖3 .o. $$$$$$.. ❖. ❖.❖.❖.❖.❖.•....❖.❖...❖.❖.❖. ❖. 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Sit. * *ai'.....•. 31.0 r.❖.•r.❖.•...•..o*324o•.o..o❖•0 3x4 ; 2x4 11 3x4 ; 1 12 -0 -0 12 -0 -0 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Weft Ud • PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.06 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Simplified) Weight: 34 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 268/12 -0-0, 3= 268/12 -0 -0, 4= 522/12 -0 -0 Max Upliftl=- 152(load case 2), 3=- 152(load case 2), 4=- 271(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2 = -15, 2 -3 = -15 BOT CHORD 1 -4 =15, 3-4 =15 WEBS 2- 4 = -426 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 Ib uplift at joint 1, 152 Ib uplift at joint 3 and 271 Ib uplift at joint 4. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2= -90.0, 2- 3= -90.0, 1- 3 = -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=69.7, 2 -3 =69.7, 1- 3 = -10.0 Horz: 1- 2= -79.7, 2 -3 =79.7 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= -90.0, 2 -3= -30.0, 1 -3= -20.0 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= -30.0, 2 -3= -90.0, 1 -3= -20.0 Job , 4D88 Truss V16-0 Truss Type ROOF TRUSS Qty 1 57100 s Ply 1 ar 25 - 2003 FSF Job Reference (optional) MiTek Industnes, 0002 Best Truss CO., Miami, . 33155 Wi liam Campos nI c. FFMay OTT0:T6:0TZ004 — Page 1 8 -0 -0 16 -0 -0 I 8 -0 -0 8 -0 -0 Scale = 1:25.5 4x5 — 3.00 rT2 2 P . 11 ' '�D'i'P•' •' : D'' ' •' V' ' ' 'i'i'i' ' '' ''P'�i'Y'�'� � •' i''' i' �Y' i' �4' i' i' i' i '' i''' � '�D'�'i'i'i'�DDD s e -.. •';.;.,. s. • v... c. c.; •. P. •. •'.' c .. ; . c ... •'�'•'.. • 9;9 • , ti„•' ;9 . :.......•.....•... ..❖...• .. ... ... .. ......•..•. oo..❖.❖.•...❖.❖.❖.❖.❖.❖.❖. r.❖.•..•.....•...❖.❖ . ❖. ❖. ❖. ❖... ❖. ❖.•....r.•..,. ❖. ❖. s. m...•..00•..•.: . o•.. o. o..•.. m.•...•...❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖. o❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.•...❖.❖.❖.❖.•...•. r.❖ o.. •...❖...❖.❖.o ❖.❖.❖. ❖.❖.❖.❖.❖f ..•r..• o:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.•.:.:.:.:. s:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..,::.:.:.:.:.:.:. as:.:.:.:.:.:.:.:.:.:. aaa:.:.:. a:.:..:.:.:..:. a:: a.. s... s.:.:. a:.: .:.a:. ❖r..a:.•.o ❖.•.o ❖.•.soo•.v . ❖. ❖. 3x4: 5x6 = 3x4 16 -0 -0 I 16 -0 -0 Ply O se s , [4:0 =3 =0 0 =3=0] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.14 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Simplified) Weight: 47 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 380/16 -0 -0, 3= 380/16 -0 -0, 4= 739/16 -0-0 Max Upliftl=- 208(Ioad case 2), 3=- 208(load case 2), 4=- 370(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2 = -21, 2 -3 = -21 BOT CHORD 1 -4 =21, 3 -4 =21 WEBS 2- 4 = -603 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 Ib uplift at joint 1, 208 Ib uplift at joint 3 and 370 Ib uplift at joint 4. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2= -90.0, 2 -3= -90.0, 1 -3= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2 =67.7, 2 -3 =67.7, 1 -3= -10.0 Horz: 1- 2= -77.7, 2 -3 =77.7 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= -90.0, 2 -3= -30.0, 1 -3= -20.0 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= -30.0, 2 -3= -90.0, 1 -3= -20.0 Job , 4D88 Truss V20-0 Truss Type ROOF TRUSS Qty 1 5.100 s Mar Ply 1 252 CO3 FBFENGINEERING 0003 Job Reference (optional) Industnes, Inc. Fn May OT10:16T07 2064 Page 1 Best russ CO., Miami, FE33755; William Campos 1 10 - - 20 -0 -0 � 1 10 -0 -0 10 -0 -0 Scale: 3/8 " =1' 9x12 MI118H- 3.001 2 1 3 ov.-.-.-.-. -. -.- .-.-.-.-.-.-.-.-.-.-r.-.-.-RR raoa. -ooW voov v oo.PIRR .-.-o.-.-.-.-.-.-oa. -.o. RN vo.- v.- 000.. -.•. -C o.- o.- .- .- ov.- ...-.-.-v.-o.-..-.-.-. 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AAP*.... ...•.. .......... •.s.•........ ...•.......• "'- °.•.a...❖ . a..❖.❖.❖.•. e•,❖.❖.•.......•-'..!..........°°'°" • °°'. ee❖...❖.•.. �.• ............ .ae ❖. ❖. ❖. ❖. ❖. ❖...s... ❖. ❖...•.s• ..•.S ; ....... 3x6 3x6 ; 3x4 = 2x4 11 20 -0 -0 20 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.92 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.60 Vert(TL) n/a - n/a 999 MI118H 195/188 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 60 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 357/20 -0-0, 3= 385/20 -0 -0, 4= 1075/20 -0 -0 Max Horz 1= 46(load case 1) Max Upliftl=- 196(load case 2), 3=- 201(load case 2), 4=- 589(load case 2) Max Grav1= 372(load case 3), 3= 403(load case 4), 4= 1075(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =62, 2- 3 = -129 BOT CHORD 1 -5 =0, 4 -5 =46, 3-4 =46 WEBS 2- 4 = -886 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3 All plates are MI120 plates unless otherwise indicated. 4 Gable requires continuous bottom chord bearing. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 196 Ib uplift at joint 1, 201 Ib uplift at joint 3 and 589 Ib uplift at joint 4. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= -90.0, 2- 3= -90.0, 1 -3= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2 =67.2, 2 -3 =67.2, 1- 3 = -10.0 Horz: 1 -2= -77.2, 2 -3 =77.2 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2= -90.0, 2 -3= -30.0, 1 -3= -20.0 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2= -30.0, 2- 3= -90.0, 1- 3 = -20.0 Job 4D88 Truss V24-0 Truss Type ROOF TRUSS Qty 1 Ply 1 F &F 0004 Job Reference (optional) 03 - MTek — Industries, Inc. Fn May 07 10:16:07 2004 Page 1 Best r uss CO Miami, F[33155, William Campos 5-100 s ar 25 2 12 -0 -0 24-0 -0 1 1 1 12 -0 -0 12 -0 -0 Scale = 1:38.2 4x7 = 3.0011 3 2x4 II 2x4 11 2 4 1 5 H II �:�:� -;;;;;7•-•;2 •••aw• :02:: ••r•••••- -•- a . : rv. v�� .: :40:4 • v, 40:4 •••-• -••••vv-•-v•vv-•-•••-•-•w•-r••- * ••• v- vrw• ••vv•••v•vv-•••-v-•-•-••••rvrv :•:..•o.•.... ❖. ❖. • o.❖.❖.❖ o.•.....❖.•... . . ❖.•...o...o ❖..•.v.... ❖..o• . o ..•.... �. �.,.,.,. �.,. �.,.,.,..,. �. �..,.,.,. �. .,.,..,.,. ❖ .,, .............. ...... • ...... .. ................ 7r .... ..:. ........::.: e.... e. .........•....❖...❖.❖.❖.❖...❖...❖.❖.•...❖.•...❖.•... 5...:.❖.• ....•.•- "'-'. ❖. ❖. ❖. ❖. ❖. ❖.•..4.• •o....,.... s...... ��3x4 3 4x - 4 s 3 x4 ; 9 8 7 6 2x4 I I 3x4 = 2x4 11 3x4 = 2x4 11 24-0 -0 24-0 -0 LOADING(psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.13 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 75 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 207/24 -0 -0, 5= 207/24 -0 -0, 8= 628/24 -0-0, 10= 643/24 -0-0, 6= 643/24 -0 -0 Max Horz 1= 60(Ioad case 2) Max Upliftl=- 93(load case 2), 5=- 93(load case 2), 8=- 327(Ioad case 2), 10=- 399(Ioad case 2), 6=- 399(load case 2) Max Grav1= 207(load case 1), 5= 207(Ioad case 1), 8= 628(load case 1), 10= 666(load case 3), 6= 666(Ioad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =31, 2 -3 =35, 3- 4 = -96, 4 -5 = -74 BOT CHORD 1 -10 =0, 9 -10 =0, 8-9 =0, 7 -8 =0, 6 -7 =31, 5 -6 =31 WEBS 3 -8= -534, 2- 10 =- 523, 4-6= -523 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3 Gable requires continuous bottom chord bearing. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 Ib uplift at joint 1, 93 Ib uplift at joint 5 , 327 Ib uplift at joint 8, 399 Ib uplift at joint 10 and 399 Ib uplift at joint 6. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 3= -90.0, 3 -5= -90.0, 1 -5= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -3 =67.2, 3 -5 =67.2, 1 -5= -10.0 Horz: 1- 3= -77.2, 3 -5 =77.2 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 3= -90.0, 3 -5= -30.0, 1 -5= -20.0 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -3= -30.0, 3 -5= -90.0, 1 -5= -20.0 Job 4D88 Best CO., Miami, FI7331 Truss V28-0 - 55; Truss Type ROOF TRUSS Qty 1 Ply 1 F&FENGINEERING Job Reference 0005 (optional) Inc. Fri May 07 10:16:08 2004 — Page 1 William Campos 5-100s Mar 25 2CO3MiTek Industries, 1 14-0 -0 28 -0 -0 1 14 -0 -0 14 -0 -0 Scale = 1:44.6 3.00 0 4x7 - 4 3x4 ; 3x4 2x4 ii !M 52x4411 O t1 !MI ft n Ktmc - -•• ry -••vv-•••- v-•••-r•- •-•-•-v-•-•� -•-•-•-•-•-•-•-• -• - •-cvr•-•-� w ••• •D• -�Y'•- ✓�4' --Y�-�-•'Y�-•-•-�Y- tm - e •� cmxt r�• ��� • -YY� •Y••-� Y•�'Y�-•-� Y •• ov •�YY•• n K. O• K i' i 1.1'1'1'1.0: mta A•i 0••K•O•o • * O•••• 4 •OOPOO 426 :4 014 i• 44000000.1.4.0.00 0 x 46:446:4 • :6:4 . : 4 %ii % % %% i p� % % % % % % % % % % % % % % % % % % % %% iJ� %i:•:L ❖:� .�. M44.....4•J 4.O ..••. 444... 5.••••••❖. �A�• �••••. 6••••••...••.. �•... �... 4. 40••.•....• D•. M:. 4.❖.••❖•••❖ d••••••• ❖•••...:•:4 ❖. ❖••• ❖••.:• . ❖A•: ••. 3x4 ; 10 9 8 3x4 ; 5x6 — 2x4 11 5x6 — 28 -0 -0 28 -0 -0 Plafiffsets KY)- [8] 3- 0,0 -3=0] [T0:0= 3= 0;0 =3 =0 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.30 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 90 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 303/28 -0 -0, 9= 559/28 -0 -0, 10= 827/28 -0 -0, 8= 827/28 -0 -0, 7= 303/28 -0 -0 Max Upliftl=- 155(load case 2), 9=- 223(load case 2), 10=- 466(load case 2), 8=- 466(load case 2), 7=- 155(load case 2) Max Grav1= 303(load case 1), 9= 559(load case 1), 10= 842(load case 3), 8= 842(load case 4), 7= 303(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =65, 2- 3 = -90, 3- 4 = -68, 4-5 = -68, 5- 6 = -90, 6 -7 = -84 BOT CHORD 1- 10 =17, 9- 10 =17, 8 -9 =17, 7 -8 =17 WEBS 4- 9 = -477, 2- 10 = -638, 6 -8= -638 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 Ib uplift at joint 1, 223 Ib uplift at joint 9, 466 Ib uplift at joint 10, 466 Ib uplift at joint 8 and 155 Ib uplift at joint 7. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 4= -90.0, 4- 7= -90.0, 1 -7= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-4= 67.2, 4-7 =67.2, 1 -7= -10.0 Horz: 1 -4=- 77.2, 4-7 =77.2 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4= -90.0, 4 -7= -30.0, 1 -7= -20.0 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 4= -30.0, 4- 7= -90.0, 1- 7 = -20.0 Job 4D88 Truss V4-0 Truss Type ROOF TRUSS Qty 1 5T001252 Ply 1 F&FENGINEERING Job Reference1optional_ 03 MTek 4-0 -0 2 -0 -0 0006 Best rT uss CO., Miami, Fr33155; William Campos 2 -0 -0 4 = Inc. 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O • . • 0. • ❖ A • 4 ❖ 4 N 0 • ❖. • 0 4 4 • 4 • J � 4 • 4..... • 4.. • 0 4 • 0 0 . • 04 • O. • 00 4 • 0 .. • • ❖.... ❖ • ❖ • ❖ . • • ❖. • 4. ❖ J ❖ • ❖ . ❖. ❖. ❖ • • . O • • ❖. ❖ • . ❖ • • • • • ❖. ❖. • 4 ❖ . ❖. ❖ . ❖ • • • • . 40 -0 I 4-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.04 BC 0.00 WB 0.00 (Matrix) DEFL in (loc) I /defl Ud Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 3 n/a n/a PLATES GRIP MI120 249/190 Weight: 6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 1= 63/40 -0, 2= 126/4 -0 -0, 3= 63/4 -0 -0 Max Upliftl=- 56(Ioad case 2), 2=- 98(load case 2), 3=- 56(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =12, 2 -3 = -12 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3 Gable requires continuous bottom chord bearing. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 Ib uplift at joint 1, 98 Ib uplift at joint 2 and 56 Ib uplift at joint 3. 5 Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 6 This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2= -90.0, 2 -3= -90.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2 =75.0, 2 -3 =75.0 Horz: 1- 2= -85.0, 2 -3 =85.0 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2= -90.0, 2 -3= -30.0 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2= -30.0, 2 -3= -90.0 Job . • 4D88 Truss V8-0 Truss Type ROOF TRUSS Qty 1 Ply 1 ar 5 FSF EITGINEERING 0007 Job Referencejoptional) MTek Industnes, Inc. Fri May 07 10:16:08 2004 P1 Best Truss CO- Miami, Fl. 33155; William Campos 5.100 s 4-0 -0 8 -0 -0 4-0 -0 4-0 -0 Scale = 1:12.7 = 1Ma 3.00 [ e 3x4 - ""W:44 •::•:f .... ❖:❖:•:::❖:❖ 3' e:❖:❖:❖:•::❖:❖:: :er:•:d:::•::•:3: ❖: ❖: ❖:•:3�a •::: S::•S: ❖: ❖: ❖S: ❖:•:.� •:::❖:❖:•S:❖:❖::1 •.;.•.o•. 3x4 ; 3x4 ; i 8 -0 -0 8 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.13 Vert(T n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Simplified) Weight: 21 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 1= 310/8 -0-0, 3= 310/8 -0-0 Max Upliftl=- 176(load case 2), 3=- 176(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2 = -522, 2- 3 = -522 BOT CHORD 1 -3 =507 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind: ASCE 7 -98; 146mph; h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3 Gable requires continuous bottom chord bearing. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 Ib uplift at joint 1 and 176 Ib uplift at joint 3. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2= -90.0, 2 -3= -90.0, 1 -3= -20.0 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2 =72.5, 2 -3 =72.5, 1- 3 = -10.0 Horz: 1- 2= -82.5, 2 -3 =82.5 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2= -90.0, 2 -3= -30.0, 1 -3= -20.0 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2= -30.0, 2- 3= -90.0, 1 -3= -20.0 This safety alert symbol is used to attract your A attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ® CAUTIONCAUTION: , 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 superiortothe projectArchitect's or Engineer's design specification for handling, installing and bracing wood trussesfor a particular roof orfloor. These recommendations are based upon the collective experience of leading technical CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad- A vised i 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 sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. A WARNING: Do not break banding until installa- tion begins or lift bundled trusses by the bands. A WARNING: Do not use damaged trusses. TRUSS STORAGE CAUTION: Trusses should not be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. Frame 1 DANGER: A DANGER designates a condition A where failure to follow instructions or heed warn- ing will most likely result In serious personal injury or death or damage to structures. A 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'Onotrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthewoodtruss 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 from the 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 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 accor- dance with design drawings prior to installation. Trusses stored vertically should be braced to prevent toppling or tipping. A DANGER: Do not store bundles upright unless properly braced. ® DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. A WARNING: Do not attach cables, chains, or hooks to the web members. Tag Line • or Tess VIAIONE I I Approximately '/2 truss length Approximately Y. to Y3 truss len ath Spreader Bar - NO at_ I_ Toe In Spreader Bar 7st truss of bra group of trusses End brace (EB)' Truss spans less than 30'. Less than or equal to 60' Toe l� 1 - Less than or equal to 60' Ground brace or less I I Approximately 1 /2 truss length Toe In Tag Line Toe In Tag Line Approximately 1/2 to /a truss len • th CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing, in accordance. with TPI's 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 lateral (LB \� \ Ground brace Tag Line I t ' diagonals (GBD) i \ Note: 2nd floc sr floor shall have .\ adequate capacity to support ground \ � �-- braces. end n '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. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Ground brace ' vertical (GBV) [ Top Chord '''' 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 Strongback/ SpreaderBar Driven ground stakes Strongback/ SpreaderBar CAUTION: Ground bracing required for all installations. Approximately V3 to 3 /J truss length Greater than 60' �I►aI►�I \I►/II�11 ®G Avi 10' Approximately 2 /310 �/, truss length Greater than 60' GROUND BRACING: BUILDING EXTERIOR; Typical vertical attachment tf A 10' 1 Strut (ST) Plan Ground brace ( G)\ 1s uss of b Iatera (LB G) group of true - End brace (EB) Typical horizontal tie member with multiple stakes (HT) End Wall Si Ground Brace Si Verticals (GBV) 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 top chord. 12 4 or greater Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 TOPCHORD; LATERAL BRACE SPACING(LBS) 8 6 TOP CHORD DIAGONAL BRACE: SPACING'(DBS) [ #. trusses] 20 10 6 ; /HF' 15 7 4 See a registered professional engineer =45 ° Continuous Top Chord Lateral Brace Required DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. SP - Southern Pine SPF - Spruce- Pine -Fir PITCHED ';TRUSS` WARNING: Failure to follow'th°ese recommendations could result in severe personal injury or damage to trusses or buildings: Up to 28' Over 28' - 42' Over 42' - 60' Over 60' MINIMUM; PITCH .DIFFERENCE 2.5 3.0 3.0 TOPiCHORD; LATERAL BRACE SPACING(LB 7' 6' 5' TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP /DF 17 9 5 SPF /HF 12 6 3 See a registered professional engineer Continuous Top Chord Lateral Brace — Required Attachment Required DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at (east 2 trusses. Frame 12 4111•11 - -+ 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. SCISSORS TRUSS s 0 WEB.MEMBER PLANE!! 7Z - 1 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 re In severe personal injury or damage; to trusses or buildings . .J•: r 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 BOTTOM CHORD LATERAL BRACE SPACING(LB 15' 15' BOTTOM CHORD DIAGONAL BRACE SPACIN (DB [# trusses] ''SP /DF 20 10 SPF /HF 15 7 4/12 15' 6 See a registered professional engineer 4 DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE Cross bracing repeated at each end of the building and at 20' Intervals. The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM DEPTH; 30" 42" 48" T..OPCHORD LATERAL BRACE SPAC.ING(LB 8' 6 ' 5 ' TOP CHORD DIAGONAL BRACE,' SPACING (DBS) 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 2 4x2 PX?RALLEL CHORD TRUSS:TOPCHORD 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. 1 2; All lateral braces lapped al least two trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. End diagonals are essential for . stability and must be duplicated on • both ends of the truss system. 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 10 the topside of the top chord. Frame 5 2x4/2x6 PARALLEL CHORD TRUSS Trus ses 02' Continuous Top Chord Lateral Brace Required Attachment Required 10° or Greater 30" or greater A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. All lateral braces lapped at least two trusses. Continuous Top Chord Lateral Brace Required 10' or Greater \\ Attachment / Required x x 3Ys Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 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(f1) :; 50" 1/4" 4.2' 100" 1/2 8.3' 150" 3/4" 12.5' Up to 24' Over 24' - 42' Over 42' - 54' Over 54' 'MINIMUM PITCHY 3/12 3/12 3/12 TOP CHORD LATERAL BRACE SPAC 8 ' 7 ' 6' TOP CHORD DIAGONA BRACE SPACING (DB5) [ #:trusses] SP /DF 17 10 6 SPF /HF 12 6 4 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir 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. MONO TRUSS • WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Truss Depth D(in) Maximum Misplacement Diagonal brace also required on end verticals. PLUMB SP - Southern Pine SPF - Spruce- Pine -Fir Lesser of D /50 or 2" Plumb Line INSTALLATION TOLERANCE D(in) 12" 24" 36" 48" 60" 72" 84" 96" 108" 1/4" 1/2" 3' 4 ' 3/4" 1" 1 -1/4" 1 -1/2" 1 -3/4" 2 " 2 " 1 ' 2' 5' 6 ' 7 ' 8 ' 9 ' OUT -OF -PLUMB INSTALLATION TOLERANCES. WARNING: Do not cut trusses. 1 T ±y; 1 F L(in) t 1 ... ± Frame 6 12 - greater Length L(in) Lesser of L/200 or 2" Continuous Top Chord Lateral Brace Required L(in) All lateral braces lapped at (east 2 trusses. BOW OUT -OF -PLANE INSTALLATION TOLERANCES. Lesser of L/200 or 2" A DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. VALLEY TRUSSES SUPPORT1 TRUSSES 1 STANDARD ROnF VALLEY DETAIL Nf VA PARTIAL ROOF LAYOUT Supporting Truss MINIMUM GRADE OF LUMBER T.C. 2x4 No. 2ND 19 SP B.C. 2X4 No. 2ND 19 SP Webs 2X4 No. 3 19 SP LOADING L (PSF TOP 30 4$ BOTTOM 0 10 SPACING:24 In O.C. 12 pitch 4 to 7 AREA Volley trusses at 2' =0" o.c. max. 6" wedge nailed to truss w /2 -8d toe nails • or bevel cut b'gttomp, chord of valley truss. • TPI -92 Crit. SSBC -91 Revised: 7/7/94 STR. INCR.: 33% DRAWN BY: P.G. CHECKED BY: J.A.I. REP. ' STRESS:YES 2x3 (typ) Strop ® 48" o.c. see note (c) below 3 MiTek Industries Inc. See note 5x6 spl. (typ) Note: Plywood sheathing may be extended below valley trusses. Provide opening for straps to connect to trusses below. S- VAL -A_OMG PREPARED BY UTA►U OFFICE. 4x4 3x6 spl. (typ) Supporting trusses at 2' -0" o.c. max NOTES: (o) Provide continuous bracing on verticals over 6' -3 ". Connect bracing to verticals w /2 -8d nails and bracing must be tied to a fixed point at each end. (b) Max. spacing for vertical studs= 8' -0" On trusses with spons over 24' -0" the vertical should be spaced. at 6' -0" o.c. max. (c) Conn. for wind uplift w/ min. 1 1/4 ", 16 ga. twist strap at 4' -0" intervals w /4, 10d nails each side of strap. Max 100 mph wind speed, 15' -0" mox wall height. Approved for MiTek Industries Inc. G.H.M. GR �i� INC. CIVIL, STRUCTUSIAL & ENVIRONMENTAL ENGINEERS 4694 PALM AVENUE • SUITE 203 • HIALF_J- FLORIDA 33012 TEL (305) 821.1281 • FAX: (305) 525 -1705 O EXCEPTIONS TAKEN WAKE CORRECTIONS INf'OAtFn (RESUBMIT) REJECTED/RESUBMIT DATE: REVIEW SHOP DRAWING DOCUMENT REVIEW These documents have been reviewed for conformance with the design concept and intent and general compliance w; the contract documents. The Contractor is responsible for cimfirming and correlating all quantities and dimensions, fabrication and crrctructicn methods, and coordination of this trade with all other applicabie trades. 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... _.. _._ ......_.__ .._.....19 Owner's Name and Address xe' iN/Y — No —. Street_... Registered Architect and /or Engineer 21 .... .,,, ..,,,:,,,,,,,,,,,,,,,,,,,,,,,_„ Name and address of licensed contractor.... . /32.A44244, Location and legal description of lot to be ilt on: Lot Block Subdivision Street and Number where work is to be done / o 9° /l/L State work to be done and purpose of building (by floors) ..... ... New Building To be constructed of Estimated Total cost of improvements $ /o /. t _..__... _.__ and for no other purpose. Remodeling Addition Repairs S� No. of Stories �' 2 ' _ Kind foundation . Roof Covering ��o0 , `7/ UO A,mount of Permit S,. 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 s bmit all the fans and specifica ' ns for said building. All notices with reference to the building and its construction may be sent to.. � . _< O. ' n / p. w. 7R The un ersigncd 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 ppublic notice or notices as are required by the Act. The undersigned agrees to employ only such subconjr{ctors, on work to be rformednunder this pennit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. } SS. Permit No I ` _ y 9 Date ' r f ^ 0 0 Disapproved _. f Date_ __..__._.._ (Signed) ... .... Building Inspector 2t7- g0- ©2/ CO / /9ZR Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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. Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires to me well known, 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 of faulty materials and /or workmanship. os2-0 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. Owner's Name and Address. 771. t�C Registered Architect and /or Engineer Name and address of licensed contractor... Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done State work to be done and purpose of building (by floors) Permit No Date //— Disapproved - Date (Signed) Building Inspect Date e { -r Y L Co , Subdivision No. 10 Street xpe e / _49/7 and for no other purpose. New, Building Remodeling Addition Repairs To be constructed of Kind of foundation Estimated Total cost of improvements $ I - - .$1 ° 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) No. of Stories Roof Covering 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. Read, Sworn to and Subscribed before me. Notary Public, State of Florida 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. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building n If f PERMIT N? 4624 Architect Contractor Builder I ( Legal Lot Description Address of Building / 2 MIAMI SHORES VILLAGE. FLORIDA Work to be performed under this Permit Bl. Subdi- vision Value of Project $ 1 DATE Contractor's License No. Amount of Permit $ V 11- IS 19510_ 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 or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. / 1 � / ' 1. Signed. " -i � , !' /�`•. _,r`� 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. CONTRACTOR OR BUILDER BY AUTHORITY BUILDING ❑ ELECTRICAL PLUMBING ❑ ROOFING Owner of Building Architect Contractor " or Builder Legal Lot II Description. Address of Building )*("1 MIAMI SHORES VILLAGE, FLORIDA ❑ PERMIT N° 14257 Contractor's �,,�+ License No. 1 Work to be performed under this Permit ... AP Subdi- vision Value of Project $ •` ` DATE Amt. of .4. Permit $ 195 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 &r in the statements or specifications and that, he assumes responsibility for work done by his agents, servants or employees. Signed • " . . BY INSECTOR 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 Owner's Name and Addres4f Q � U State work to be done and purpose of building (by floors) 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. Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision______ Street and Number where work is to be done 1 3 - 9 Q_JA) Date �„` 1 No.__7__ __ (n._Q._ ee Tir(t 1A_e____Yl 'C- !2ZJ- .1�- k.1 P13 ` Chairman Member Member Council Approved Date NOTE: A charge of $1.00 will be made for making corrections the j'lanning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. and for no other purpose. New Building Remodeling Addition Repairs No. ^ of�Sttorigs i To be constructed of Kind o fo dat ;ony,__ Roof Covering 1 1 \. Estimated Total cost of improvements $ 7 o 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 s e • 't all a plan _ d speJ fication for id buil g. All notices with refer nce to the build may and its construction m be sent to b� �- The undersigned appli.Knt for this 'uildin! 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 publi or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed un 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 y / Date ^ Disapproved l( \ Date ( Signed) C B uiiding In$pector Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE notice cr this Member Member Member Disapproved Date or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty