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RF-08-0616Miami Shores Village 0 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address 1300 NE 102 Street Miami Shores, FL 33138- Parcel Number 1132050230110 Block: Lot: RAFAEL PALMEIRO 1300 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone ROOFS BY CHERRY 305 - 653 -8542 Type of Work: Re Roof Additional Info: COLOR THRU Classification: Residential Fees Due Amount CCF $13.80 Education Surcharge $4.60 Permit Fee - New Roof $325.00 Scanning Fee $15.00 Technology Fee $8.13 Total: $366.53 RAFAEL PALMEIRO Valuation: $ 23,000.00 Total Sq Feet: 3450 Total Amt Paid I Amt Due $ 0.00 $ 0.00 $ 0.00 Payment Type: AA 1 WA Y 1 APR 14 PAID Avallaole Inspection Type: I Tile In Progress Hot Mop Final Roof Nailing Affidavit 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, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated April 14, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, April 14, 2008 1 I Mims-" .......... • 43 6ow6liN p '43 WwRaff !a RemmbV to -INF IM, Lalw alope ROOIAMa (4q Sti"p WoOod Root Ana-16P) 'Totd: fSFI 007 ino.%# na aw-wa 5- amiss • Sk" RoW Pkn: Mudmts *2 h-mis md sqof drWh% s"_qmv,'owq�w sus -® d omen dnkm ids c*niqiliM*i abaft= 4*d Wid%pleWly kk"fy acNays promumpones OW kmam cfpwapob'6 I 07 A .;/V /A 4- 5 ?toLo * - • • • • • •• • • •*•• 'n-A.-AGene Ca* -plim i i -tin cl: Cf t1i U, 'E co C) C, uj o FL. < 13 -PrWdpffn BUR4W, job... -d- '43 WwRaff !a RemmbV to -INF IM, Lalw alope ROOIAMa (4q Sti"p WoOod Root Ana-16P) 'Totd: fSFI 007 ino.%# na aw-wa 5- amiss • Sk" RoW Pkn: Mudmts *2 h-mis md sqof drWh% s"_qmv,'owq�w sus -® d omen dnkm ids c*niqiliM*i abaft= 4*d Wid%pleWly kk"fy acNays promumpones OW kmam cfpwapob'6 I 07 A .;/V /A 4- 5 ?toLo * - • • • • • •• • • •*•• Florida Building Code Edition 2004 HIGH Velocity Hurricane Zone Uniform Permit Application Form Roof System Manufacture Product Approval number ® 6 _ o 71 v, Minimum Design Wind pressures, tf Applicable ffrom RAS 127 or Calculations): 2LP2... MV Maximum Design Pressure Product Approval :Specific System /6 f Method of rile Attachment: _ / 'o Aw_� Steep Sloped Roof-System Description Deck Type: TYpte Un&rlayment: . \ insulation: Roof slope 3 :12 Ridge VeMiit�tion'l an Root Height: Fire Barrier: Fastener Type & spacing; p�:.r .rte y /rfieS ' . 0000 Adhesive Type: TYPQ Cap Sheet: i • •• • 1° Root Covering: /'? wtz/- eefG r I, • • • ° • ALE • so 0 00 0 •• Type & size Drip • Cap; . 13A3 2- fi /i� Florida Building Code Edition 2004 HIGH VAIoc Hurricane Zone'U orm Permit A Ication Form 229„on ,E, (Tile Calculations) For moment based tit& systerns, cjtose either Method .1 Or 2. Compared the values for M, with the: values from M,. If the W values are greater than or squat to the M. values, for each area of the roof, then the tide attachment method Is accggabie. • Method 1 "Moment Based rife Calculations Per RASA 2T" (P,: X 9t, ds� a j M, �® ,�C► sri4Trt� %'y° � �COdUCt Approval M V L5 (P x k I91 F - M. 3" NM�0,1137 Product Approval s -Y' (Pa: x 1®a Prwiact:Approvad M�.. Method 211•Simplified Tile Calculation per Table Belovr Required Mornent of Rarer }From Talale Below - Product Approval M► `Must be used In conjuction with a list of ajorp based the system endorsed by the Broward County Board of Rules and Appesls. For Uplift based tale systems use Method 3. Compare the values for P with. the values for Fr.. N the F' values are greater than or equal to the F r values, for each area of the roof, then the tile.-attachment is acceptable. Metho" "Uplift Based Tice Calculations Per RAS 127" (P,: _X 1: x w: =�» W:.x cos 9._ g „: Product Approval F'__�____, :. x 1. x wrs,,_,_ j• W-"- ---x cos dr . �fa,_Product Approval F (PS: x 1: = x W-Ir eos 6: =FR Product Approval F „ Where to 06taHt I'ntonmoon Mr R ed Moment of Resistance* 2 25 3W 40, Mean Roof Height-+ Roof 1 1o, 2: Fn or PZ or P3 ��7%Tablu 1 or by w s Sliming =*::e •.Pr:A d by.... sed on . Mean Roof Height H Job g f • • • • • • • • 3:12 aU Job Sft •••e ..•• • MR x 30.0 432 38.4 w— ApwovW .. . Afb�ctrnent R 31.3 tf: 2 28A 30. 1.6 328 34.9 •1 Fr Caicufeited X9.4 30.5 32 7.112 1 24.4 25.9 K2 aox `Must be used In conjuction with a list of ajorp based the system endorsed by the Broward County Board of Rules and Appesls. For Uplift based tale systems use Method 3. Compare the values for P with. the values for Fr.. N the F' values are greater than or equal to the F r values, for each area of the roof, then the tile.-attachment is acceptable. Metho" "Uplift Based Tice Calculations Per RAS 127" (P,: _X 1: x w: =�» W:.x cos 9._ g „: Product Approval F'__�____, :. x 1. x wrs,,_,_ j• W-"- ---x cos dr . �fa,_Product Approval F (PS: x 1: = x W-Ir eos 6: =FR Product Approval F „ Where to 06taHt I'ntonmoon Descrt tlon SVrnbol Where to find • De*n Pn=4 Fn or PZ or P3 ��7%Tablu 1 or by w s Sliming =*::e •.Pr:A d by.... sed on . Mean Roof Height H Job g f • • • • • • • • Root B Job Sft •••e ..•• • Aerod liar x Product -0090- • • • • • FhasWig Moment due Q M w— ApwovW .. . Afb�ctrnent R A . • R Ued MamentResisfiarge Mr Mutintum Ariaeteratt.R;eeietanos F Product • • • RequM UPIRReddmoe Fr Caicufeited A iUeW W . PtoduotA • • Ti{e Ditr�erisbmi w4 1b Ail Calculallons must be submitted to the d3uild' OMdal Product Approwal • • • • • • •• • at the time of •'t a tion •.• • • ••e• • 4 C2 / // c�,, s °l'2 0000.. 0000 0000.. 0000 . . 0000.. 0.0000 90.6 000000 00000 .. . 000000 . . . . . 0000 0000 0000.. 0000.. 0000... 0000 0000.. 0000 . .. . . 0000.. 0000 . . 4 C2 / // c�,, s °l'2 Ownees`Notification Form "Delivering Exeelle —e Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 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 the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 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 roofmg work to be performed. 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. 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. Perimeter /edge walls or other roof extensions may block this discharge 'if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida. Building Code, Plumbing. 0000 L 17. Ventilation: Most roof structures should have some ability to vent naturalhir0ow throil)f the infdi'ib$' of a ctural assembly (the building itself). The existing amount of attic ventilation slaall.not hr. teduced. It 0 0: may be beneficial to consider additional venting which can result in extending the servito life of the -roof. : • 0.6 : 0000 0000 . . 0 0000 0000 ... ®. Owner's/Agent's Signature: - _. Date: G ' .. _ / ' .:. 0600:* 00 000 0 0 Contractor's Signature: _ Permit Number • • • • • • • • • 000 0000 :6006: Property Address: �� _ A)t �� _ _ • • • 000 • • 0 • 00 0 file) / /Cl/ Documents %20and %20Settingslskyl Desktop /SECTION_1524[l].hhn9 /27/2007 5:46:06 AM 03/07/2008 12:20 3052558958 MWAM A BvIWMG CODE COMPLL4NC,E ONCE (BCC.0) PRODUCT CONTROL DXVMON . PAGE 01/07 DIfANX DADE COUNTY. FLORIDA METRO -DARE FLAGLER BUILDING IM .WEST T FLAGLER STRWr, SMTE 16o3 WAK FLCPMA 33134.1563 (UM 375 -11901 FAR' (30S'} 375.29C!$ NOTICE OF ACCEPTANCE OA Monier Lifer LLC 200 Story Road Lake Wales, FL 33883 SCOPE: This NOA Is being issued Under the applicable, rules and regulations VvEming the uae of construction maternal& The documentation submitted has been reviewed by Name -Dade County Product Control Division and accepted by dw Board of Rules and Appeals (DORA) to be used in lt+liami Dads County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division On Miami Dade County) and/or the AHd (in areas other than Miand Dade County) reserve the right to have this prodfot or material tested for quality eumanee pugmes. U this product or material fails to perform in the accepted manna, the marWacmrer 'will into; the expense of such testing and the AM way Immediadtely revoke. modify, or suspend the use of such product or mom W within their jurisdiction. BORA reserves the tight to revoke this wCePtRuce, if it is determined by Miatni -Dade County Product Control Division than this product or matcriatl fails to meet the xecluiremeuts of the applicable building code. This product is approved as descnlied herein, and has been designed to comply with the High Velocity K ricane Zone of the FFlomida Building Code, ftSCIt MON: Villa Concrete Root Tile 1 AB'ILAYG: Each unit ahall bear a permanent label widt the mannfactMVes name or logo, dry, state and followiK statement: "Miami -Dade County Product Control Approved unless otherwise noted herein. REIEWAL. of this NOA shall be considered after a (renewal applicatiQu has beers filed and there has been no change m die applicable building code negatively affectIM the performance of this product. TERMINATION of this NOA will occur after the wq*ation date or if there has been a revision or change in the ma4enials, use. au&or manufacture of the product or process. Misuse of tbis NOA as an endorsement of any product. for sales. advertising or any other purposes shag automatically terminate thb NOA. Failure to comply with any section of this NOA, shall be cause for termination and removal of NOA. .ADVERTMENT: The NOA number preceded by tho words Miami -Dado County, Florida, and foltowed by the expiration date may be displayed in ,advertising Iiterattae. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided m the user by the maatrfacaut r or its d 9dbneots' • • and shall be available for inspection at the job site at the r "ee p J request of the Building Official. • ..' 0000 This NOA consists of pages 1 through 6. •0.00 • • • • • The submitted documentation ntataoa was reviewed by Alex 7igera. 0000 • • 0000 0000 0600 ..0. 0 0 0 0 0 .. : *0:. • 0000 00 .•.... a NOAIVo.r Od- 0711.113' •'. l� r�atlo 00 �pru�nyo►uit. any App rowd Vate: W8Zj6 • . • . Pagel of 7 • 0 0000.. .000.0 ...•.. 6.... 0000. ...... . 0000.. .0090. 03/07/2008 12:20 3052558958 ROOFING ASSEMBLY APPROVAL Cateaorv; Roofing Sub- Catet►.orv; Low Profile Roofing Taos l�is►�ris1: Concrete PAGE 02/07 L SCOPE This renews a system using Monier Lifettle Mcditentaneau Roll Concrete Roof Tile, as tttaaufacturcd by Monier Lifetile LLC in Katy. TX. and described in Section 2 of this Notice of Acceptance. For locations where the prE,asure Mquizemt nts, as destemvined by applicable Building Code does not exceed the design presme values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations .shall bo done as a moment based system. 2- PRODUCT DESCR"ON Mauoa940red by Test Product Awlsol MaNgm Siteculcations, DeescdWon Monier l i fetfie LLC 1=:16W TAS 112 Low profile, interlocking, high. pnisure `Villa w=13" attuded concrete roof tile equipped with one W thick nail hole and double roll fibs. For direct deck or battened nail -on, nwxur or adhesive sea t applications. Trim Pieces 1= varies TAS 112 Accessory aim, concrete; roof pieces for use w a vWies at hips, rakes, ridges and valley terminatic+ms. varying thickness Manufactured for Each the profile. 2A SUBN,t D BVIDENCE: Test Ageacy Test Identifier Test Name/Renort Nutting Engineers Redland Tacboologies Redland Technologies Rolland Technologies The Cantu for Applied Engineering, Inc. The Center for Applied zvlglneerimg; Inc. Redlmd Tecb mlosios Redlatai Technologies T 1• /j 4 rr• F A ' 13343.1 T TAS 112 7161 -03 S Smdc Uplift Testing Appendix III T TAS 102 & TAS IOAA) 7161 -03 W Wind Tunnel Testing fppcndix II T TAS 108 (Nail-On) PW2 W WithdrAwal Re:sismaee Testing of screw vs. smooth shank nails 94-060B S Static Uplift TeFtinR T A Date 0&15M Dec. 1991 Dec. 1991 'Sept 1943 Mat* 199x.... ' ' ( e.9,1Ie ) s e 0000 00.00* W94 Stack Lypuft Testing ' e oluot 1994 .O O s TAS 101 (MdYtor Set) Osseo• 0. :e **so:* P0631 -01 Wind Tumel Testing ...itil)t 1994 :sees: TAS 108 (Mortar Set) ; Letter Dated Aug. 1, 1994 Wind Tunnel Testing ' . Avg- ].944 . e e 90:09" /�� TAS 108 (Nail -Chi) 000900 !! (�(� . .. .0:.. 224-47099 physical Properties . e' &i. 1774' • : o e *900:0 TAS 112 00.00. • • NOA;No a W,-07a 1i1do 0 0 • o 0 0 O o i stoop Dpq 13A VMo o O s ApprovokDnhet 11A1? & o • • • • Page 2 oia•' O • 03/07/2008 12:20 3052558958 PAGE 03/07 %t ALma Test Ident er Test NMe_/Report }tea, The Center for Applied 25. 7094 -1 Static Uplift Vesting Oct 1994 Bngineerin& Inc. TAS 102 (4" Headlap, Nails, Direct Decks. New • Canstrnction}p Tho Center for Applied 25-7094-7 Stacie Uplift Tesning Oct 1994 Engir►eeriug, bc- TAS 102 (4- Headlep, Nails, Battens) Tlto Center for Applied 25- 7094.4 Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 (4" ,HMkp, Nails, Direct Deck, ltocovotfR.eroof) The Canter far Applied Project No. 307025 Wind Driven Rain Oct 1994 Engineering, In-- TQUONM -7613 TAS 100 The Center for Applied 25- 7183 -1 Static Uplift Testing ftb. 1995 Engineering. Inc. TAS 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 254183 -2 Static Uplift Testing Feb. 1905 Engineering, Inc. TAS 102 (2 Quik D&e Screws, Dana") The Center for Applied 25- 7214 -2 Static Uplift Testing Mareh,1995 Ettgkwxing, Inc. 25. 7214 -6 TAS 102 (1 Quik Drive Screw, Dhe ct Deck) (1 Q Screw, Battenk) Celotax Corporation 528454 -2 -1 3t Uplift Testing Sep. 1999 Testing Swdoos 1 520109 -2 TAS 101 Dec. 1998 Walker Engineering, Inc. Calcalsdoes AerWyoamic Maltiplier Match 19+99 Walker Engineering, Inc. Evaluation Calculations 25 -711 Match 1995 Walker Engineering. Inc. Evaluation Calculations 25 -7094 February 1996 Walker Eaginecxing, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Eaginectntg, Inc. Evaluation Calculations 25 -7584 December 1996 25- 7804b -8 25- 1804 -4 & 5 25.7848-6 Walker Engineering, Inc. Evaluation Calculations Aetodyea>mc Multipliers April 1999 Walker Engineering, Inc. Evaluation Calculations Two Pang Adhesive Set System April 1999 • • ••s• 9000•• •• • 9:s• • 0 9 696e0e 9999 • •6:6 00 9999 •:•• e • • • :099e: • sees 0000 •:•s• 00:06• • 90 •09•• •• •• 00:0 •000•• e NOANo.:66- 071%.13•• 9.99 :0 I�pfUratl� .mss: I.X/tt2/!3 • • • Approval Date. UtO21" • 6 Pate3�f9••� 03/07/2008 12:20 3052558958 PAGE 04107 3. LIMITATIONS 3.1 Fiire'dasdfication is not part of this acceptance. 31 Par mortar or adhesive set tie applications, a static field uplift test Shan be pmformarl in accordance with RAS 106. 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'. Sueb testing shall be submitted to the Building Code Compliance Office for review. 3.4 Mivimurn unde 4ayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30190 hot mopped underlaymew applications may be installed perpendicular to the roof slope unless stated otherwise by the uniderlaymen►t material manufacturers published literature. 3.6 7- bs acceptance its for wood deck application. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 .Monier Lifctile Villa Concrew Roof Tile and its components shall be installed in strict compliance with Rooting Application Standard RAS 118, RAS 119. and RAS 120. 4.2 Darn For Attachment Calculations Table 2: Aerod YMMIC Multipliers - A I ft3 Tile Profile Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (Ibf) Length! (ft) WIdth -w (ft) Monier LhIlle Vi11e Tile 10.4 1.375 1.06 Table 2: Aerod YMMIC Multipliers - A I ft3 Tile Profile I (fe) '% (f ta) Batten Apelh=fion Direct Deck A !!cation Monier Ufetile V111a Tile 01267 0289 Table 3: rina Mometlts due to © - M ft-i Tile Profile 3 ":12" 4°:12° 5 ":12" 6•:12" 7 °:12" or teeter Monier Lifewa ViOa Tile Battens Direct Deck Battens Direct Deck Sattens Direot Deck Battens Direct Deck Battens Direct Deck 5.57 6.30 5.48 6.18 5.37 645 524 5.90 5,09 5.73 • • ••moo♦ • r • 4 NOIt' No. 06.071J�?! • • Dog 13102t"•. Approval'baW. 11/021(0. • w FEW 4 o" • • • • • 03!07/2008 12:20 3052558958 PAGE 05/07 Table S: Attachment Resistance Expressed as a Moment Nh (ft" for Two ?ft Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monier Llietfle viva We Adhesive 26.1 2 See ao onert womal for 1nswadon rmirements. 3 Flexible Pnrducts Comp" 1rileftrid Average wet M per patty i i A prams. Pal am Product Inc. Aver welgN per Wy 8 amme. Table SA: Attachment Resistant* Expressed as a Moment - kk p t-n j for Single Patky Adhesive Set Systems T11e proflls 7119 Appihmtlon Minimum Attachment I Resistance • Monier Lifetve Vela Tin POMORM poi Lprom I ap,s • Po Po roTMM 48. . 14 acemertt of Pol roTM, • • • • • • • • 5 IUum lacement of 2 of Pol roT'+. • • • • • 0000 0000 0000 0000 .. 0000 o NOXNo. OG-071 Il W - - Appt alfflme.lIA2{dgi'. Page 3 om • 0.00.0 0000•. 0000.. 0000. 0000.. s• 0000.. OP/07/20013 12:20 3052558958 PAGE 06/07 Table 5B: Attachment Resistance Expressed as a Moment - Mt (it Ibf) for Mortar Set Systems The Tile Attachment Profile &eplication Resistance Murder Ufetlle YIOa Tile Mortar Set 20.60 S. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturees naate or logo, or following statement: "MM Dade Counq Product Control Approved". MON= LMMLT LLC, VA.LA'f ME (KATY, TX) LOCATM UKDEMATH TaX 6. BUILDING PERMIT REQ`UnU 4ENTS 61 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notico of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable buildiug code in order to properly evaluate the installation of this system. .... .... . . .... .... ..... A NOA No.: 9&071101& • • • • • • • o Y Enhidpo QVp 11/62 M• • • • AppravOl3atb: llfOJ M6•., e • Pape 6 af'9 • 03/07/2008 12:20 3052558958 9_1tAll PROFILE DRAWING 113/41' 1 -Mot MONIER LM MY, VILLA CONCWM ROOF T= END OF TMS ACCEPTANCE PAGE 07107 2lffia .09. 9 0000.. .09 . .0900. 009.0. •0000 9999.9 0000 . 0909 00.0 09.99 . .f.009 . 09 0000. .. .. ...9 0000.. 0000.. . .. 90"71,1.0•.0 NOItNk 6069:6 n. F+ordwQA vir. •i•V`R�•• • 9 App" bate 11N07Ar . . • s. 0 Psge 7 of-lb 0 . *: M11,DiNG C(IDR COMPLIANCL OFMZ MCCO) PRODUCT C014MOL DIVISION PofyfoaID k'roducts, free. 11715 Boudreaux Road TombaA, TX 77375 MIAM"AM C;OUI+t'IY. FLORIDA MilMO -DMB R AGLBR BU( 940 140 WIFff irLMUR STRE T, SUM 16x6 WAAtl. FLORIDA 33130.150 (3osl 375.1 "1 FAX (3M 375 -2401 5cot�: This NOA a being twsnod under the applimblo rules and ragulatioAa gong the use of conetniation mtaterWL% no dormacnWoa srtbudded baaz been revicwdd by the BCCO and aocepted by in Hutidbg Code and Product ttovtew Committee to be used i 1a'Miud Dada Cou aty and other aleaa where allowed by the Authority Having Judadiadon (AI3J). This NOA shall not bo.Valid after the expiration date stated below- Tim BCCO (in Miami Dade County) and/or ft AM (in areas other thaw, Miami Dade County) ruscrwa Ma eight To have this product or material hosted for quality assurance pagwsea. if this product or matotial furls to perform in the accepted Maws the mamufsoturer wilt nteitr the apaase of such tatting and the AM luny immediately navoke, modify, or ouspand the use of such Prod= or material within their. jc"odon. BCCO tescrves the right to revoke e ftds aaptance. itf it is de mdoed by BCCO ths�t this product or material fails to meet the rogplmments nF the applicable building code. ',this producx is approved as described beram and has been desipW to comply wi* the High VeWW HmTlcm Zone of the Florida Budding Code. DE5CRD7WN: Pobpro® AM60 PMEWAL of this NOA shat' be considered after a ronawal applicadon has boen i)Ied and tl = bas been no change to the applicable building code negatively aft'acting tho pcfformanc a of this product. TERMINATION of thin NOA will occurafter the expiration date or if there has boon a revision or chavnge i0 the materials„ use and/or manufacture of the product or proud ss. Misuse of this KOA as an endomanent. of sny product, for sales, advarliamg or my other purposesa shat' automatically Wrainate this NOA. Ulure to complY with any section of this NOA shall be cause for termination and remvel of NOA. ADVERTISEMENT-. The NOA dumber preceded by the words Miami oadc County, Florida, and followed by the expiration date may be displayed in advmtising HWatt m If any portion of the NOA is displayed, dm 't .chat' be done in its may. INSiPUMON: A copy of" entire NOA shalt be provided to the user by the mamracturer of its distributary and shalt be "table for inspection at rice job site at the request of the Building Otfiew. This W)A ream TVA No.01-0521.02 and consists of paga d through 7 The submitted dowmcntadon rues Teviewed by J ge L. Acebo. - 9.•. . 9999 9999.. .. 9 ..•• . 900.00 006• .0000. 0000.. 9999.. • 9000 0.000 tvcn+► W1*6:0191..- 06.00 rs zzPWk *V. :0511811 •• ••i6•• L 00 Appront"gaft py:F • r • •60• 0066.0 • • • • 0990 • • •• 0 9. 0 • • ROOFING ASSEaLY ApmovAL: sub Ca ow. a adhosin tv�CrtaW: Yolyunetha�cc , SCO7�'E: • This apptovea Polypi odt AfII 60 es xt►areofactured hYPoly► foam Pre�d+ntta, �. as described is Saxton Z of thin Notice of Acceptance. For the l mdow whae The design pomme mgairet mO, as detcsminal by applicable buiidiag code, does not exceed the design prceam valucd obtained by calcWadons in • eompbanca with Rooftg ,Application Standard IIAS 127, for use with approved flat, tow, =d high profits roof tiles syAcm acing PolypmO AH 160. Whom the allacb amt calculations an done as a moment based rAtam four :angle pany p1wcv nt, and as an uplift based system for double patty q tems PRODUCTS MANVFACTUMM BY APPLICANT: Product pinmm*m PolyprroM AH160 N/A Foampro® RTF1000 N/A Papa" 30 & 100 NIA Tat in user n Speem"dm TAS 101 Two c o nponag polyaretbanc foam adhesive busing Equipmc ut Did, owing pquipmant PRODUCTS MANUFACTURED BY OTHERS: Any Mlami•Dade Couuty Product Control Acmted hoof Tile Assembly baving a wmnt NOA which list momem resistance values with the use of MR= AH160 t+oof We adbcaiva PEIYSICAL PROPERTM: proverb Tit Dancity AAnM D 1622 1.6 fL' 1ba CogFinaiv e Stcengtb ASTM D 1621 l8 PSI Pm W to xisc 1.2 PSI Pacpendicarlar to tice Tensile Strength ASTM D 1623 2B PSI ParsUc1 to 110 WawAbsoTdon ASTM D 2127 0.081baJFt= Moistmc vaporTrauanission AS'1U JR 96 3.1 Perm / inch DimejWmW Stability ASTM D 2126 +OATA vohu a Change a@ 4W F., 2 weft +6.06/. volume Change @15BT -, 100`!0 Humidity, 2 weft Closed CeU Contact ASTM D 2856 86% Naga: The pbysicai properties 1ist+ed slate are preecnted as typical avw-ge velno! as dcberm 1ft*& . ' ' by aeeelrtcd ASTM teat methods tend are subject to vormal aaantKecti n iag r+►ax l�atton. 0090 .• • •00• 000900 606• •0000• 090009 ••r6r• 0609 0000 • • 0. piraliaat�he: 051101130 00000:00 App to 066 9..•9. • . r r 9.60 • •9000• • • 6 •0600• • • 00 Ei ENCE SUBM)i MV: Teat AeOcy _ Test _ ldenti Test NautdReport Rae Canter for Applied Eogin6ning 1194-060 TAS .101 04/08/94 S. Roof Tile manufactum ac quidng aex:eptame for the use of HAMI -MCK mof We adhesive with 25.7818 -IPA TAS 101 12116196 2S- 7438 -3 S9w 11-93 100195 Z5- 7438-4 .. •• s 0000 254438 -7 S37D 11 -93 11/02195 Wt2: .. F— - •... .... 25 -7492 SSTA 11-93 12/12/95 Miles iabomtorlcs NB- 589 -631 ASTM D 1623 02(01/94 Polyme" Division 00:94 `" Rspiratl4a,Dsh: o5Ja0Jl: • • • 0 0 •' Raarocoh Ldwatorten, Inc. 9637 -92 AMU B -108 04130193 Southwest Rene mh lnditntc 01- 6743 -011 A53M E 108 1,M GM 01- 6739- 062bil) ASW L 84 01116/95 Trinity F Itineeting 7050.02.96 -1 TAS .114 03114/96 Cclotux Culp. Irawng Setvices $284542.1 TAS 101 10/23/98 528454.9.1 528454 -10 -1 520109 -1 TAB 101 12/28/9$ 520109.2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109-2-1 LEWITATIONS: 1. Tun classifxeallort is not past of this sceeptamm Refer-to the Prepared tnof 7itc Aagcmhly for fine wing. I Polypro@ A11160 shall mlely be used with flat, low. A high tilt pruOics. 3. Minimum urrdcrlaymecn shall be in compliance with the Rooting Application Standard RA5120. 4. Roof Tilo manufacturers acqui dng acceptance for the uxc of Palyproo AH 160 rwf tilt adhesive With thdr dlo auornblies shall test in sccordnce with TAS 101. S. Roof Tile manufactum ac quidng aex:eptame for the use of HAMI -MCK mof We adhesive with their We assemblies shall test in wmtdaare whh TAS 101 with section 10.4 as mods tit herein. .. •• s 0000 • • Wt2: .. F— - •... .... ...... MS 0000•• •000 0000 • • NQMIrie� as -osi>E 61 •' 00:94 `" Rspiratl4a,Dsh: o5Ja0Jl: • • • 0 0 •' p�arirl�Datc: aal�F•' 0009:* . • .... PsRe 3 of i • . . 0000 •000.0 • • e 00000• •• • UWALLATION: 1. PolyprcO AH160 may be used with any roof tale assembly having a cunvot NOA that hsb uplift mistence values with the use of Polypr*6 AH160. Z. Polypro® AH.160 shall bo applied in eamplianco with the Component Application section and the conesponding Placme at AcWh noted havin. The roof tile, assembly's adhesive attuhment with the use of Polypco* ARI60 shell p wAde wMaleut etredwout resistance, mad as an uplift based systwof to meet or exceed the Mitt ro btaaec determined in c onq ience w* ith bliatni.Dade County Roofng Appticaition Standards ItAS 127, The ad kidw attachment data is -noted in the roof too amencbly iNOA 3. PolyproQ AR160 roof the adhesive and its aompobma shall be Installed in acemlance wltic R00fiing Application Standard RAS 120. and Polyfoare Products, Inc Polypro@ A8160 Operadng Instruction and Maintenance Boolde L 4. DwWladon must be by a Factory Trained'Qualificd Applicator' approved and licensed by Polyfoam Pmdwu, Inc. Polyfoam P roducts Inc. shall supply a list of approved applicators to the authority having juriedic t iom S. Cabibudiou of the FoamproM. dispensing equipment is requiredbefore application of any adhesive. The mix ratio between the "A" component and the •B" component shell be mW atauaed between 1.0. 1.15 (Aj 1.0 (B). The dispense tamer shall be set to deliver 0.0175 to 0.15 pogo& per We as determined at calibration. No other settings"be approved. 6. PolyproS A916U shall be applied with Foarnpro R IFl000 orftPackV 30 &100 dispensing cgnipme nt only. 7. PolyproM MIN slosh not be exposed pemanc udy to sunlW S. 'tiles mint be adbored in freshly applied ad come. Tile mist be set v Win 2 to 3 minutes after Polypro® AR160 bas been dispaned. 9. Polypro@ AH160 placewent and minimmo patty woight shall be in acxordancc witb the'Placoment Details' herein. Each generic dic pro ie rcquirCs the specific plaeanent noted herein. Table 1: Adhesive Plaaemesnt For Each Generic Tile Praiile Tile Profile Placement Detail Single Paddy wrelght Min. "w 33 Two Paddy Weigbt per paddy (V hL rns N/A Mat,-Low, HjFh Profiles #1 High Profile (2 Piece Barrel) C. _ 17 /side on cap and 341pen N/A N/A Fl Low ffigb Pro 5lea. 02 24 FIAt, low ng Pmfiies App�rowliia'tes M/t3IQC►. • LABELLING: All Polypr*V AH 160 containers shall comply with the Standard Candititms listed herein. DU LDLING PEMfT REQITfR EMIIMS: As required, by the Building Ofcia) or applicable lrnUftg code in order to properly ev" the ' ....' ittswhool, of dlis system. .. • :see •e•••• see• , sees sees 1�1�A�dOc►e 86. 87.6101 • � App�rowliia'tes M/t3IQC►. • e.eeeeYagc+dor,� • • •000 • • sees • .0sees •0•O0• • • •0.00 Osseo *see:* • • •0000• •0 •e,•• ADHWM PLACEMNT DETAIL I SINGLE PATTY 0 0000•• 66•9 6.699• • 0000•• • • • 0000•• NO�A� Mw46-0mi•�l�• • • • • **:see �,�,tr�tl fine: owlohl* * 69 69 TO 0000•• ps S& . . 9.9• 0906•0 0 . 0 ••••69 .. • •s • • s 6 0 • of 0 0 ,Ap vx PEAczmvr DzTtj G 2 SING11% PATFT . PM4►R1 Ta►. r, 1 \r •• i •t•• t t • latt ..:..t f c os ,t�i�t: Appr late: Oi'd13 • • • • • f • i• •• puffeawl •t•i:! i•r•tt • • • • r ADEMSrve PLACER+ T MAIL 3 D4UIBLL PATTY }V-13' MOW END OF TIUS ACCEPTANCE `ACC i1' 0000 • . ,... 0000.. .. 0000 0000.. 0000 00,00. 0000.. 0000.. ••�••� �p�t�1S�a� ae�: esAWy'1 Itpir't lb4Mi d►,�1M• • • • 0 * • • 0 .... 0000•0 • . • • 0000 • • • • a •0600• 60 . .. • . • • . •. • Permit # � 11t11� �tl111 #li{ �l1�1 llil# il��l �II�I 11l� Ilii CF14 008RO252030 OR 8K 26291 P9.2530; (fps) RECORDED 03/27/2008 11 :20:30 HARVEY RUVIRP CLERK OF COURTr MIAMI--DADE COUNTY► FLORIDA LAST PAGE Fait # / /3?rs '''oa_3 .o no NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to oertain real prop" and In accordance wkh Chapter 713, Florida Sfidutes, the tollmvfng k6rau tion Is provided In this Notice of Commencement: 1. Legal Desaripdon of Property: Lot G Block Unit # Bldg # Subdlvislon / Condominlum: 1 `iWOSi 8 WO &i Zia✓ Street Address ff available: ft spans resw ad for reorder ❑ungby ftal atacl 2. Gena al d"crlpton of improvdrnent : AV/_ I 3. a. Owner new and address: b. kderest In property: Nam and address of fee simple titleholder Of other then Owna4: 4. a. Contractor name and address: b. Contractor's phone number. di. a. Surety runs and address: - - - - - - • b. SurWs phone number. c. Amount of bond: $ 6. a. Lander roars and address: b. Lender's phone number. 7. a, Penions within the Stab of Florida daignabd•by Owner upon whom notoss or other downenb may be served as provide by Section 713.13(1Xa)7., Florida Statutes: Name: Address: b. Phone number. & a. In addition to himself or herself, the Owner dear to "ve a COPY Of Llanors' NOft per Section 71S 13(1xb grids b. Phone number of person or sntty dsstgnubd by owner 9. Expiraft dab of noft of oornnancement wwwwmm awls 7 yw from 6hs.dda of maw ft urAm a d Mvw date is epeoited) WARNING TO OWNER: ANY... PAYMENTS MADE BY THE OWNER AFTER THE. EXPIRATION OF THE NOTIC90F COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE 'JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER SITE E ATTORNEY E FIRST COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatun(s . n/ ) or s Authorized officer/DlattrsrddWnu�gar By By e" Nana AirAtt A4 /NEE/ R 0 Eft Name Title/0f ics T"Womos STATE OF FLOJUDA COUNTY OF ygrW 4W 1 The f brevolne instrument was ac mnOwledged bNore no this 27 By t C i 2v day of f^ 1,v iZtl a ' � ° � for ' ❑p d8*t1 wrhgglpeofW AX0 ce ,b.2.?w-& oayemeozy I? *11$W yp 'WJ Slgnah n of Notary puma: H'pe&&axV A Y30.,3 Print Name: • RICHARD KDCH Comm# DD067M Expires 8/62x11 Under penalNes of perjury, I declare dud 1 have brad the toregoing end Florida NotWAWL Ina that the fame stabd in it we tnrs, to is bad of my knowledge and be[W. 1°•••••••••••••• ••••••••••••••••••o••••••••••• Sign of s) or Owner(s), Authorized ofacermwectodpertneammeger who signed above: B By STATE OF FLORIDA, t,t».!A!7Y �,W DWE I HEREBY CERTIFY do ffim ., ,4Jgp taip c iihe A D - 15_2777�Z �= e�ordkgifonasYioo • naBo� d asmanoNnent rovgeA T.3.o7.tloa CFN 2008RO252030-OR BK 26291 P9.2530'? (1p9) RECORDED 03/27/2008 11:20:30 HARVEY RUVIA, CLERK OF COURTr MIAMI-DADE COUNTYY FLORIDA LAST PAGE Peffnit # Folio # /f 3%94cs_ 6.23.a l/o NOTICE OF COMMENCEMENT The undersigned hereby gives notice that Improvement will be made to certain real property and In accordance with Chapter 713, Florida Statutes, the fallowing Information Is provided In this Notice of Commencement; ft spece reserved for recorder I. Legal Description of Property. Lot Black Unit # Bldg k_E]Longthy legal at Subdivision/ Condominium: A1,41513 Street Address If available: 4 ? 00 0 A) 1. /0 A S77" n l 2. General description of improvement: Ayl- 3. Owner name and address: Af Fir a, ewoy-elifo b. Interest in property: 13.0& AJ4 Z0013r X11veZ5, ,ej. c. Nam and address of fee simple titleholder (W *#w than Owner): 4. a. Contractor name and address: CWelzirg, b. Contractor's phm?o number: �?5_koz '5'6j yp /1y.) A10,qY000-w ifl .716 Z3 5. r ori a. Surety name and address: .7- b. Surety's phone number. e. Amount of bond: $ 8. a. Lender name and address: b. L*ndseo phone number- Pomona within the Stale of Florkla designated *by Owner upon whom n0t1009 Orcdw docunwft maybe served as provided by Section 713.*13(1)(a)7, Florida Statutes: Narne: Address: b. Phone number. S. a. In addition to himself or herself, the Owner designates to receive a Copy Of LMMM NcffC9 W Seellon fi_&1_3(1)(bj F1cd&_ b. Phone number of person ors designated by - _- - . t owner 9. Expiration dab of notice of commencement : M8 Wrum =*Is I year from the. date of mcwft Weis a dffwoM date Is specified) WARNING TO OWNER. ANY.- PAYMENTS MADE BY THE OWNER AFTER THE-EXPIRATION OF THE NOTIC"* F COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER - CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON E -JO INS THE 8 SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK a OR RECORDING YOUR N0710E OF COMMENCEMENT. Signature(a wn 4) or or Authorized officedDirectwMartne rAllanager BY N By edw Name E= Nams, 51"w%fflrF1Fw Thwoffloo STATE OF FLOSMA COUNTY OF^o"j The foregoing Instrument was aclMoWledged before no this 197 day of BY RAMZt ,o0,jjeyi1?V IlkwAsily,or Elas for ❑ Psmanallyk"Mor 0p=kMdftt1=kVVP00fWwdka#om ?W&P.a y 1.3 *11$4d ve *d Signature of Notary. Public 1-kao,&bw A 3 .5-o 23 Print Nam: (SEAL) KOCH Ccxnm# ODW7= 5mm VERIFICATION PURSUANT To 8 22JUXURM 1ITATM8 EWm 11 Under ponaitlea of 001 t the I Psdury, 1 declare that I have -r"W the fbfegoft and FWrIda Notw Am, tw hat ftsfad In Itare-bus, to the best of my kw*Udge i-NW belief. - - ---------------- .......... Signatum(A) Of f(s) Cr`OW19r(or Authorized OfficedDhoclodPartnedManager who signed above: By STATE OF FLORIDA, COUNTY OF DADE I HEREBY CER77FY ty this iV_t$& copy of ft ev AN A 0 L C;FH 20+ 8RO252030 OR BK 262 ?1 P9.2530; i1as? RECORDED 03/27/20 08 11 :20:30 HARVEY RUVII'lr CLERK OF C:OURTr MIAMI -DADE COUNTYr FLORIDA LA"T PAGE Permit # Folio # NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property and In accordance with Chapter 713, Florida Statutes, the following Information Is provided in this Notlos of Commencement: ft opus reserved for mcader 1. Legal Description of Property: Lot Block 47 Unit S 61419 #L_ []Lengthy legal attache Subdivision I Condom ntum: /74*jj .3 #z ds Ohy' AA V3 Strest Address if available, /306 A) AC 10A SIY' SlIP 5 , 2. General description of Improvement : &/fool- 3. a. Owner name and address: b. Interest In property: c. Name and address of foe simple titleholder (If other than Owner): 4. a. Contractor name and address: b. Contractor's phone number: !i. M Surety name and address: b. Surety's phone number. C. Amount of bond: $ 8. a. Lander name and address: b. Lander's phone number. 7. a. Persons within the State of Florida designated'by Owner upon whom notices or other documents may be served as provided by Section 71&13(1)(a)7., Florida Statutes: Name: Addrssa: b. Phone number: ee 8. a. In addition to himself or herself, the Owner designates b. Phone number of person or entity designated by owner 9. Facplration dab of notice of commencement: _to recelMa a copy of Llanot's' Notlt:e W SGCdon 71&13(1) ft Florida (the axphft We b 1 yew tom the,dds of M=ft WON a diileMM date Is apedlied) WARNING TO OWNER: ANY. PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTIC"F COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatures ! ) or s Authorized OfficerMinectorfliaitnedManager By BY _ Print Name F'!tEC ?A 1gCj go EdtS Name _ Tltie/0ffica T"Ofnce STATE OF FLORIDA COUNTY OFAso4ir The foregolnV Instrument was acknowledged before no this 27 day of en 4 iZt `)/. BY ►4/C C �i� Cw! f /2$ ❑Yr or ❑ as ❑ Petsotn�lyklewtl,� ❑pracllx:eddtetbbarkgtypecfida fbr Y®!�, Yr� etJ Signature of Notary Public: 1.101 &s L 7A! ?T—y2_ Print Name: V "j— 6 6,-) ?J yG_ (SEAL) a■■ e. o■ n■.■ F■ I■G.n�.e■Dam■Ka■OC■.Hse■.■■u■aar g�odky', Allz Comm# DD08MM I VERIFICATION PURSU NT TO SECTION 94 62 F ne•*•• ff Expires 5/ M = rte$ ' ��' � 11 Under Penalties of pedury, l declare that 1 have rwd the fou+egohrg and a r",, ?fin - Platte NcferyAan., Ina 's that the fates stated in it are true, to the bat of my knowledge and bapef. ° •••••••••••••• •••••••••••••••••• ®••••■••••••® Signstu of s) or Owner(s)' Authorized Offi�irector/Partner/Manager who signed above: B `Lj� BY STATE OF FLORIDA (:- 0;j +i7 m^); NZE� Cl9 (is7�d rye °TJ�1� r, : 4, °L v oy a;f s� �k 3r 44 :e 1 t uV1,4 ` 4 dQ +1 onNrinoeeaebed7307t0 ; YeMo- nONat a \1; Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 G Y: -_ � - - - - - -- Permit No. WM_ � �0 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) R14tC AeL 12,jM�jjeD Phone # Owner's Address /,�00 A D.- 57 City lwd o// j'o'F,elS State Tenant/Lessee Name Zip Job Address (where the work is being done) /34 /_jZ f �� Phone # City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Phone # .3° 6'Yj Ze Contractor's Address J -90 1 % /�✓ City e.0 State �%j Zip 3 2J Qualifier ,�'I�CS .I 6 u �fz12,,y State Certificate or Registration No. 6C 1!f 13zSY;'3 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # 2 $ Value of Work For this Permit.) Type of Work: ❑Addition 7,1— owe ❑New Describe Work: AL�l owe DI-l" 71`45 (,-a Roofing Square Footage Of Work: r ❑ Repair/Replace ❑ Demolition `Z 71- 4Z Submittal Fee $ Permit Fee $_-3 ljJ CCF $ CO /CC Notary $ r' Training/Education Fee $ M QQ Technology Fee $ Scanning $ OD Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ LXG :5 5 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 27 day of , Xff , 200Y , by who is personally known to me or who has produced As identification and who did take an oath. '1 Signature Contractor The foregoing instrument was acknowledged before me this day of O AAC fi , 20 dS , by 4� el.5 who is personally known to me or who has produced as identification and who did take an oath. NOTARYP LIC: M .............. ............................... e RICHARD KOCH e NOTARY PUBLIC• •••..................................... .. Sign: • "' "" • `p�lp'Y ff y Comm#DD06705M RICHARD KOCH „�i Sign: �Ntlf! ,�YF�' -i, COMM# DD0670500 Pri c ; a. a -' �s Print: = ' ` Expires 5x2011 = ' - My Commission Expires: .............. ..............................: My Commission Expires: A .... oou' n..o ...............a.......... .... APPLICATION APPROVED BY: 1! Q O Plans Examiner Engineer chc 05/13/03 Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04117/2008 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: PALMEIRO, RAFAEL Work Classification: Roof New Job Address: 1300102 Street NE Project: Miami Shores, FL 33138- Phone Number <NONE> Parcel Number 1132050230110 Block: Lot: Contractor: ROOFS BY CHERRY Phone: 305-653 -8542 D..IVA". .. IiwwA.LMAM6 ^wmw�wwiw RE ROOF TEAR OFF TILES GO BACK TILE ® ®� ae� Inspector Comments Passed As per pictures by contractor. see attached 4/17/08 CG 6)A- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, April 17, 2008 Page 2 of 2 Inspection Worksheet {It} Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/1'x/2008`` Inspector: Ili �whi cva -�Ac Owner: PALMEIRO, RAFAEL Job Address: 1300 102 Street NE Miami Shores, FL 33138- Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132050230110 Project: <NONE> Block: Lot: Contractor: ROOFS BY CHERRY Phone: 305 -653 -8542 Rnildino Denartment Comments RE ROOF TEAR OFF TILES GO BACK TILE Infraction Passed Comments TIN CAP SPACEING True Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, April 15, 2008 Page 1 of 2 F _. .. 4� �4 ^� :3, .. RE: Permit #r � / 6 U14 VeAm6me4 10050 NE 2nd Ave Miami Shores, FI 33138 Phone 305.795 -2204; Fax 305. 756.8972 www.miamishoresvillage.com DATE: yl-°' `j D INSPECTION AFFIDAVIT licensed as Contractor ngineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: CCC Z-2,511 76 On or about Z✓ �� , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at /3i26 A%L `0-2 5r Mt'd 07 j'Ael v (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this 16 day of�/` Notary Public, Sate of Florida at Large MT 3 ..rru{, FloriftNenryi`-- n..Ica n$................ o r —, *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection *� Inspection Worksheet Miami Shores Village ---- 10050 N.E. 2nd Avenue Miami Shores, FL �p► Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 1300102 Street NE Miami Shores, FL 33138 - Project: <NONE> A Contractor: ROOFS BY CHERRY 12voll AinA rlanezrlman+ Cnmmanfa Phone Number Parcel Number 1132050230110 Block: Lot: Phone: 305 - 653 -8542 RE ROOF TEAR OFF TILES GO BACK TILE Inspector Comments Passed 1) Uplift report required for final inspection. 2) Final Certification letter on the Hurricane mitigation permit required for final inspection. 5/28/08 CG Failed E] Correction Needed S6 Re- Inspectio Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, May 28, 2008 Page 1 of 2 Bill To RAFAEL PALMEIRO 1300 102 Street NE MIAMI SHORES, FL 33138- Return to: Miami Shores Village 10050 .N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RF-5 -08 -31978 Invoice Date: May 28, 2008 Permit Number: RF-4 -08 -616 Date Fee Name Fee Type Fee Amount 05/28/2008 Reinspection Fee Payments Monday, June 2, 2008 Fixed $75.00 Total Fees Due: $75.00 Date Pay Type Check Number Amount Paid Change 06/02/2008 Check 14104 $75.00 $0.00 Total Due: $0.00 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 :..: ..: .:.. :.. :.....,...: ..::... ..:.. :•• >:: . • .,::. .::. •::. •: ::#::::::::;:: �:::::::::::: Sii$::? a3:: i;::; i:;:£; i::: a::::::::: t::::: ii:::::::::: f:::::;?;• i,: SS:«:> s>:?:: �:::::.<.>:::<: :<: » »:: >:<::<:•,•'•:••;::;:«<:: •: : ., :::.:.•:<: >z::: #: ��'' ��i� >9� ':'.. :...y •,.: '� Inspection Date: 05/2112008 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tile In Progress Owner: PALMEIRO, RAFAEL Work Classification: Roof - New Job Address: 1300102 Street NE Miami Shores, FL 33138- Phone Number Parcel Number 1132050230110 Project: <NONE> Block: Lot: Contractor: ROOFS BY CHERRY Phone: 305 - 653 -8542 Buildina Deoartment Comments RE ROOF TEAR OFF TILES GO BACK TILE tit I 7n Inspector Comments Passed Failed E:1— Correction Needed ❑ Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, May 20, 2008 Page 2 of 2 .:; ........::::.. in Xfi*i ttt I:. Inspection Date: 06/16/2008 ��N 1 9 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: PALMEIRO, RAFAEL Work Classification: Roof - New Job Address: 1300 102 Street NE Miami Shores, FL 33138 - Phone Number Project: <NONE> Contractor: ROOFS BY CHERRY Buildina nenartment Cnmmpntc Parcel Number 1132050230110 Block: Lot: Phone: 305- 653 -8542 RE ROOF TEAR OFF TILES GO BACK TILE Inspector Comments Passed CREATED AS REINSPECTION FOR INSP 80534.1) Uplift report required for final inspection. 2) Final Certification letter on the Hurricane mitigation permit required for final inspection. 5/28/08 CG Failed (o- (7-0-P Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, June 16, 2008 Page 2 of 2 a i V* Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL AAa9R3¢i4�' ✓�1 Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/16/2008 Inspector: Rodriguez, Jorge Owner: PALMEIRO, RAFAEL Job Address: 1300 102 Street NE Miami Shores. FL 33138- Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Roof - New Phone Number Parcel Number 1132050230110 Project: <NONE> Block: Lot: Contractor: ROOFS BY CHERRY Phone: 305 - 653 -8542 Ruildinn nenartment Comments RE ROOF TEAR OFF TILES GO BACK TILE Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, June 16, 2008 Page 2 of 2 I V I L Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 ENGINEER Tel:305- 823 -8008 Fax:305- 823 -3300 May 28, 2008 Roofs by Cherry 3901 Southwest 40 Avenue Hollywood, Florida 33023 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 1300 Northeast 102 Street Miami Shores, Florida Information provided by client: Permit Number: RF408616 Date Completion: May 22, 2008 Roofing Contractor.: Roofs by Cherry Project Number: 08 -1053 (Testing Laboratory Certificate #06- 0501.15) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering, Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Vanguard Roll Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. 3ased on our test results, we conclude that the installation of the roof tile at th, )roject meets the test requirement outlined in the above - mentioned protocol. A i copy of our test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation M hamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 1300 Northeast 102 Street Miami Shores, Florida Reileh Engineering Corporation — Project Number - 08 -1053 — Page 2 of 8 Report of TILE UPLIFT TEST for Residential Home 1300 Northeast 102 Street Miami Shores, Florida Project Number: 08 -1053 Reileh Engineering Corporation — Project Number - 08 -1053 — Page 3 of 8 Load ON) Test Status:. 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation — Project Number - 08 -1053 — Page 3 of 8 Tes NuiLi ie TES (AI T of Status 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 1 35 Pass Reileh Engineering Corporation — Project Number - 08 -1053 — Page 4 of 8 Test Number Tes>E Load b Test'Status 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass Reileh Engineering Corporation — Project Number - 08 -1053 — Page 5 of 8 T*-- umber Test U Test Status 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass 98 35 Pass 99 35 Pass 100 35 Pass 101 35 Pass 102 35 Pass 103 35 Pass 104 35 Pass 105 35 Pass 106 35 Pass 107 35 Pass 108 35 Pass 109 35 Pass 110 35 Pass 111 35 Pass 112 35 Pass 113 35 Pass 114 35 Pass Reileh Engineering Corporation -- Project Number - 08 -1053 — Page 6 of 8 Test Number T+et'Ld Test;Status 115 35 Pass 116 35 Pass 117 35 Pass 118 35 Pass 119 35 Pass 120 35 Pass 121 35 Pass 122 35 Pass 123 35 Pass 124 35 Pass 125 35 Pass 126 35 Pass 127 35 Pass 128 35 Pass 129 35 Pass 130 35 Pass 131 35 Pass 132 35 Pass 133 35 Pass 134 35 Pass 135 35 Pass 136 35 Pass 137 35 Pass 138 35 Pass 139 35 Pass 140 35 Pass 141 35 Pass 142 35 Pass 143 35 Pass 144 35 Pass Reileh Engineering Corporation — Project Number - 08 -1053 — Page 7 of 8 Test lvuer ''+ Ot L04$ b Ut'Status 145 35 Pass 146 35 Pass 147 35 Pass 148 35 Pass 149 35 Pass 150 35 Pass 151 35 Pass Reileh Engineering Corporation -- Project Number - 08 -1053 — Page 8 of 8 5NO15NMILI QNN 5NO Vd 0115aL M 'XOMdd CA601 -90 ZL 2 Zbl 6 OZ 61 91 LI 91 1,I 41 1,41 441 Z41 6Z q 01 LZI 91 Ibl 641 zz 9L L B 6 ZI 1,Z t'1 Z91 OW LZ 61,1 941 141 4Z 941 BL 9ZI Offl 9ZI 709 ZZI 4ZI 991 aI 6ZI 911 66 O 191 ZI 1,61 1,ZI 19 06 4Zi LII 911 611 6L 99 461 061 bb 961 611 01 till 44 &1 99 001 ZII Bbl 91, III 601 1,11 B6 OII 901 66 49 Lb 901 4b �' 601 91, 01 LOI ZG I4 9B B6 t01 601 OL L8 9B 401 >16 49 Z6 1,6 96 46 IR ZB HJ,dON t . -e t . MIAMI -0ADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Madden Manufacturing 1889 IOW 22nd Street Pampano Beach, FL. 33069 Your application for Product Approval of: .0.063 "Aluminum Storm Panel Shutter MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE btETRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 98-1110.04 /// /L///4_D Expires -05/08 /2003 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. '1 of 3 Approved: 05/20 /1999 Internet mail address: postmaster ©buildingcodeonline.cocn rew rancisco . Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Madden Manufacturing Co. ACCEPTANCE No.: 98- 1110.04 APPROVED : MAY R 14gq EXPIRES May 8, 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE This revises and renews the Notice of Acceptance No. 96- 0520.03, which was issued on May 8, 1997. It approves an Aluminum Storm Panel Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This Aluminum Storm Panel Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96 -88, titled "0.063" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated April 22, 1996, last revision #73 dated March 4, 1999, sheets 1 through 8 of 8, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This Aluminum Storm Panel Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A. i akar, P.E. - Product Control Examiner Product Control Division 2 of 3 Madden Manufacturing Co. ACCEPTANCE No.: 98- 1110.04 - APPROVED MAY 2 p 1999 EXPIRES Mav 8, 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. . b. The product is no -longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE / Helmy A. Ndalar, P.E. - Product Control Examiner Product Control Division 3 of 3 2.015" LABEL 537'• LOCATION � 0 1.0312" I 4800- 8 � 7.250" 1.125' ry 12.00" COVERAGE 15.26 9" OSTORM PANEL SCALE : 1/4" = 0' -1- iD .090" w ALT. LEG 3__ 2.000" DIRECTION f,r 198 =313 "I.4 q.. m .090" (TYP) 0 "E" TRACK 7a "F" TRACK SCALE : 7/4" = 0' -1" SCALE : 1/4- = 0' -1" I I .s63`m V+ n r (20 GA. GALV. STEEL OR 0.050•' ALUM) KEYHOLE .I C WASHER SCALE : HALF SIZE f.FNF0e1 wrnT .077« R 250" 062 n 0 1 y .077" o N 2 0 .346" 0 "h" HEADER SCALE : 1/4•' = 0' -1" .oes" : t - N - u � J WINGNUT SCALE : HALF SIZE 18 GAGE GALV. STEEL GRADE C O Li O t.00- y STEEL BAR SCALE • HALF SIZE 1. THIS STORM PANEL SHUTTER SYSTEM IS DESIGNED AND TESTED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. PRODUCT MARKINGS SHALL BE WITHIN 12- OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: MADDEN MFG CO. POMPANO BEACH. FL DADE COUNTY PRODUCT APPROVED 4. PANELS HAVE BEEN TESTED IN ACCORDANCE WITH THE DADE COUNTY PROTOCOLS PA 201, PA 202, & PA203. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION ICTC) TEST REPORT No. 96 -013- S. STORM PANELS SHALL BE $052 -H32 ALUMINUM ALLOY, 0.063" THICKNESS. ALL ALUMINUM EXTRUSIONS SMALL BE 6063 -76, U.O.N. 6. ALL SCREWS AND BOLTS TO BE 2024 -TL ALUMINUM ALLOY. STAINLESS STEEL, OR GALVANIZED STEEL WITH A 33 KSI MINIMUM YIELD STRENGTH. 7. FOR INSTALLATIONS 30 FT. OR LESS ABOVE GRADE, AN OPTIONAL 1" x 1" x 18 GAGE STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM. STEEL BAR MAY BE FASTENED AT PANEL OVERLAPS, AT MIDSPAN, W/ 1/4 -20 x 4« BOLTS AND DIE CAST ALUM. WASHERED WINGNVTS. SEE MIN. SEPARATION FROM GLASS SCHEDULE, PAGE 8 OF 8, FOR REDUCED SEPARATIONS. S. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY ALSO BE MOUNTED WITH -E" OR "F' TRACK, STUD ANGLE OR DIRECT MOUNTED HORIZONTALLY. 9. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES 11. AT LEAST ONE WARNING NOTE PER OPENING SMALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT `STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS STEEL TUBE & BOLTS ARE PROPERLY INSTALLED WHEN NEEDED.- 1/4-20 MACHINE SCREW STUD I 0 N o 125" ITYPI 250" ^� 5.00" MAX l 4a STUDDED ANGLE SCALE • 1/4•' = 0• -1" 0 ' U" HEADER SCALE : 1/4" - 0' -1- TYPICAL VERTICAL MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 8 OF S. FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. 11 OPTIONAL I — — — — — 1/4^ MAX. EXISTING STRUCTURE A WALL MOUNT 11 OPTIONAL 0 125" (TYP) n —� 5.00- MAX. ... . • ••• •• •• ,• '• •• 09T TYP 0 0 • c �� ' i( 20 MACHINE • • •••^' of • • W,EW STUD 2.00 • • • • • • •• • • • • :: ••® .STWI :DE©;8,VGLE • rSCALE 1/4•• =0• -1.. 6063 -T6 TYPICAL ANGLE 6061 -T6 FOR DETAIL `T" O SCALE : 1/4" = W -1" DIRECT MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2. PAGE 8 OF S. FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR 11 OPTIONAL7 p 12- D.C. — N M —IN 112- MIN. I OVERLAP -k 11 ALUM ANGLE CLOSURE PIECE: 1- x 2" x .125- MIN TO 2- x 5- x 125- MAX O TRAP MOUNT •• • • • • •• • - • • • • • • 0,11 TYP. .. .. . .. .... � —I 3.00" IMAX.1 O5 ANGLE SCALE : 1 /L'• SEE STORM PANEL SPAN SCHEDULE FOR MAX. PANEL SPANS (VERTICAL OR HORIZONTAL) 11 OPTIONAL STEEL BAR ON OUTSIDE OF PANELS SEE NOTE 7 PLAN VIA W D q CL W I vlEw » � W Z J Q Z CL :3 o = L7 i W a = W a O L OPTIONAL STEEL BAR S+O ©D (7+ OR \ ON OUTSIDE OF PANELS DIRECT MOUNT (TYP) SEE NOTE 7 HORIZONTAL MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 8 OF 8, FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. 11 OPTIONAL OUTSIDE r O INSIDE I EXISTING 12•• O.0 TYP. STRUCTURE e ti 1/4 MAX. — ... LL ! — 11 OPTIONAL �— i — — — — — SEE NOTE 7 —7— EXISTING STRUCTURE EXISTING O STRUCTURE TRAP MOUNT @ FACE MOUNT TYPICAL CLOSURE DETAILS (PLAN) SCALE. 1 -1/2" - T -0- TYPICAL BAR ATTACHMENT IUSE ONLY WHEN IMPROVED DEFLECTION REQUIRED) APPROVED AS COMPLYING WITH THE SOUTH FkOR1DA BUILDING CODE DAI (Y a 19 PROD001 CON 716'L i)IVSiow 90ILDING CODE C{lIrIPLIANCE OFFICE ACCEPTANCE NO. 1—M 8 'o Lt WIDTH UNLIMITED (PERP, TO PANEL SPAN) TYP. SECTIONS TOP MOUNT 001+ W 001i w 0 J = Q W J W z N Q O1 u r Z 0 N Z N IL 0 O PLAN VIEW Q N h = a ¢ O W C I O p i J W 0: 71 OPTIONAL STEEL Q 0 i y BAR ON OUTSIDE a OF PANELS = u 0 Cr SEE NOTE 7 . W N 1 O w r W W W N N i W In BOTTOM MOUNT GOO 1+ TYPICAL VERTICAL MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 8 OF S. FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. 11 OPTIONAL I — — — — — 1/4^ MAX. EXISTING STRUCTURE A WALL MOUNT 11 OPTIONAL 0 125" (TYP) n —� 5.00- MAX. ... . • ••• •• •• ,• '• •• 09T TYP 0 0 • c �� ' i( 20 MACHINE • • •••^' of • • W,EW STUD 2.00 • • • • • • •• • • • • :: ••® .STWI :DE©;8,VGLE • rSCALE 1/4•• =0• -1.. 6063 -T6 TYPICAL ANGLE 6061 -T6 FOR DETAIL `T" O SCALE : 1/4" = W -1" DIRECT MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2. PAGE 8 OF S. FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR 11 OPTIONAL7 p 12- D.C. — N M —IN 112- MIN. I OVERLAP -k 11 ALUM ANGLE CLOSURE PIECE: 1- x 2" x .125- MIN TO 2- x 5- x 125- MAX O TRAP MOUNT •• • • • • •• • - • • • • • • 0,11 TYP. .. .. . .. .... � —I 3.00" IMAX.1 O5 ANGLE SCALE : 1 /L'• SEE STORM PANEL SPAN SCHEDULE FOR MAX. PANEL SPANS (VERTICAL OR HORIZONTAL) 11 OPTIONAL STEEL BAR ON OUTSIDE OF PANELS SEE NOTE 7 PLAN VIA W D q CL W I vlEw » � W Z J Q Z CL :3 o = L7 i W a = W a O L OPTIONAL STEEL BAR S+O ©D (7+ OR \ ON OUTSIDE OF PANELS DIRECT MOUNT (TYP) SEE NOTE 7 HORIZONTAL MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 8 OF 8, FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. 11 OPTIONAL OUTSIDE r O INSIDE I EXISTING 12•• O.0 TYP. STRUCTURE e ti 1/4 MAX. — ... LL ! — 11 OPTIONAL �— i — — — — — SEE NOTE 7 —7— EXISTING STRUCTURE EXISTING O STRUCTURE TRAP MOUNT @ FACE MOUNT TYPICAL CLOSURE DETAILS (PLAN) SCALE. 1 -1/2" - T -0- TYPICAL BAR ATTACHMENT IUSE ONLY WHEN IMPROVED DEFLECTION REQUIRED) APPROVED AS COMPLYING WITH THE SOUTH FkOR1DA BUILDING CODE DAI (Y a 19 PROD001 CON 716'L i)IVSiow 90ILDING CODE C{lIrIPLIANCE OFFICE ACCEPTANCE NO. 1—M 8 'o Lt EMBED. ITYP.) ° LW7 O W SEE MIN. SEPARATION FROM GLASS SCHED.- GLASS OR DOOR N 0 l7 O W EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING ISEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) F�.STENER, SEE ANCHOR SCHC ,qULE. REFERENCE C ONNE'E,pTION 'TYPI 'n -_""'_ O ( ©CO 1 /L" MAX r— J ° W � N Z Z W < N W J J J Z W m < 2 d IL < r X F E O r in W N L_ ©CONT. `- 1/4-20 MACHINE BOLT 3. WINGNUT Co) 12" O.C. EXISTING CONCRETE, FOR PANEL LENGTHS HOLLOW BLOCK, OR WOOD LESS THAN OR EQUAL TO FRAMING (SEE ANCHOR 104" AND (/D 6" O.C. FOR FASTENER, SEE ANCHOR SCHEDULE BASED ON TYPE PANEL LENGTHS GREATER SCHEDULE. REFERENCE OF STRUCTURE) THAN 104 ". CONNECTION 'TYPE 1' ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL O WALL MOUNT SECTION SCALE 3" = 1' -0" G (TYP• TOP 8 BOTTOM) EMBED. (TYP.) 1 EXISTING CONCRETE, FASTENER, SEE ANCHOR HOLLOW BLOCK. OR WOOD - SCHEDULE. REFERENCE FRAMING (SEE ANCHOR CONNECTIOPv.'TYPE 4` SCHEDULE BASED ON TYPE • OF STRUCTURE) "',#14 TfK SCREWS OR 5/4-20 BOLT AND NUT (b 12•' D.C. 8 WINGNUT (<D 12- O.C. V I STAGGERED (TYP. TOP 1" IMIN.I, FOR PANEL LENGTHS S W i i AN BOTTOM) LESS THAN OR EQUAL TO LTN 1 /1-" MAX. 101.' AND (A 6 -.D.C. FOR D�0 PANEL LENGTHS GREATER I 2 GLASS � U3 CONT. a w OR DOOR SEE MIN SE- PARATION Z J C d O a FROM GLASS SCHED... X - J q IL Z w L < i J _ a U °o on 0 J(Ir w S0HNPUIAE BASED ON TYPE u �I V3 I EI EXISTING CONCRETE. ° ®CONT -may V+ HOLLOW BLOCK, CK. OR OR WOOD ° FRAMING ISE£ ANCHOR SCHEDULE BASED ON TYPE L OF STRUCTURE) ..-- 5/4 -20 MACHINE BOLT ,✓ 8 WINGNU7 (n1 12- O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 1DL" AND P 6" O.C. FOR PANEL LENGTHS GREATER THAN 104" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE SIDE CLOSURE REO'D (SEE PLAN VIEW) CONNECTION - TYPE4' OBUILD -OUT MOUNT SECTION SCALE 3" EMBEC (TYP.) FASTENER, SEE ANCHOR SCHEDULE BASED ON TYPE CONNECTION 'IYPE3• ---� GLASS OR DOOR — SEE MIN, SEPARATION FROM GLASS SCHED — DIST. 03 CONT 1/L- MAX C GLASS Z OR DOOR - • 1/4-20 MACHINE BOLT —O 40 8 WINGNUT (<D 12- O.C. `--t1 :D FOR PANEL LENGTHS • • LESS THAN OR EQUAL TO Z < 101.' AND (A 6 -.D.C. FOR _ a PANEL LENGTHS GREATER ON'TYPE 3' THAN tOL ". W Z • ••• d a LL X L L _ ) FASTENER, SEE ANCHOR U °o SCHEDULE BASED ON TYPE S0HNPUIAE BASED ON TYPE CONNECTION 'T1'PE3' — WOOD CEILING/ INSIDE MOUNT SECTION SCALE 3" = 1' -0" WO*11A"INI�FASI' ENER, SEE DULE. REF CONNECTION 'TA r I GLASS O OR D OOR SEE MIN SEPARATION FROM GLASS SCHED. E ' N n ° 1 QCOn L ©CDNT I FASTENER, SEE ANCHO I EMBED. SCHEDULE. REFER' NCE R ♦ITYp) WOOD FRAMING C O NNE C T I O N '1YPE 1' ANGLE TO WALL DETAIL r_- 1/4" MAX. i i= j0 Zit < J N w <Iz < a Xtz =IFC h W W - -"J MACHINE BOLT 8 WINGNUT (a; 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 10L" AND P 6- O C FOR PANEL LENGTHS GREATER THAN 1DL" PANEL TO ANGLE DETAIL O WALL MOUNT SECTION I SCALE 3" = i -0" EXISTING CONCRETE. �_'�SCHEOULE HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR BASED ON TYPE OF STRUCTURE) CEILING /INSIDE MOUNT SECTION L� SCALE 3" = 1' -0" APPROVED AS MIAPLYING WITH THE SOUTH fk ORIDA BUILDING CODE DATE i t(k ti -10 -13 � BY PROWC1 'L'ON I OL BMSM i MILDIN0 CODE Cf ?LIArME OFFICE ACCEPITA14CE t4. a 5 - I 6 ' I•I JI I I C U � or CD Z m P �LLr- ti NUN `--t1 :D Q �(� t• • • ••• • • • • ••• — FASTENER, SEE ANCHOR SCHEDULE BASED ON TYPE ON'TYPE 3' LU O W W r • ••• EXISTINGCO NCRETE. • OIS•T. LL H L �hhvJO6tbCK, OR WOOD V F AJING •(SEE ANCHOR kNN U °o z Z S0HNPUIAE BASED ON TYPE OFGTRI•C WRE) co N N Z m 1 /L" MAX tai . • • • • • • • • EtJ u m 1 LL ._ Y Z 2 u w X > < m U = P LL P W > j SEE MIN. SEPARATION - FROM GLASS SCHED. w an T L7 Z U W Z < } a W J a - 0 N W Z < a 4 a DCONT. Q F y w VI EXISTING CONCRETE. �_'�SCHEOULE HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR BASED ON TYPE OF STRUCTURE) CEILING /INSIDE MOUNT SECTION L� SCALE 3" = 1' -0" APPROVED AS MIAPLYING WITH THE SOUTH fk ORIDA BUILDING CODE DATE i t(k ti -10 -13 � BY PROWC1 'L'ON I OL BMSM i MILDIN0 CODE Cf ?LIArME OFFICE ACCEPITA14CE t4. a 5 - I 6 ' I•I JI I I V.J. KNEZEVICH PROFESSIONAL ENGINEER FL Ucense No PE OCIO983 pate 04/77/96 ac 0ea— 9^ by n °CweO bYl VlK I�r VIK 96 -88 n«r2=re C U � or CD Z m P �LLr- ti NUN `--t1 :D Q �(� t• Q �U- _ ° � d C¢ G CIO Z5 cn Z ra O fn LU O W W r 0 J O I-- LL V IA U °o z Z °d co N N Z m > Tn C < W < £ J C Q r W N w EtJ u m 1 LL ._ Y Z 2 u w X > < m U = P LL P > j d W Z w an T W ° m W Z �E } a Y ro 0 V.J. KNEZEVICH PROFESSIONAL ENGINEER FL Ucense No PE OCIO983 pate 04/77/96 ac 0ea— 9^ by n °CweO bYl VlK I�r VIK 96 -88 n«r2=re C U � or CD .J W ZZ Z t,7 it �LLr- ti NUN `--t1 :D Q �(� t• Q �U- _ z ZCD- moo C¢ G CIO Z5 Z ra O fn LU O O D_ Q V.J. KNEZEVICH PROFESSIONAL ENGINEER FL Ucense No PE OCIO983 pate 04/77/96 ac 0ea— 9^ by n °CweO bYl VlK I�r VIK 96 -88 n«r2=re SEE MIN. PANEL SEPARATION FROM GLASS SCHED. - GLASS OR DOOR 2 W J Z a ?�' a EMBED. Y 1 L •: n E ©CONT EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) r O O W GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHED.- I J�xSL- FOR WOOD BLOCKING USE 1 /1. "m S.S. LAG SCREW W/ 1 -1/2- PENE TRATION INTO WOOD BLOCKING CM 12- O.C. FOR ALUM. TUBES USE 1 /L "m S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED Cm 2L- O.C. MAX. ONE 1 /L -0 THRU BOLT W/ ACCESS HOLE 1" OR CM MIDWAY BETWEEN STUDS. 2- ALUM. TWO -1/4 "m S.S. LAG SCREW Cm TUOR 24" O.C. MAX. W/ 1 -3/4- PENETRATION 2" D BLIN CENTER OF STUDS THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOM USE OF THIS DETAIL IS LIMITED TO a 72 PSF. O WALL MOUNT SECTION (BOTTOM) SCALE : 3" = 1' -0" FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1' (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY Cm 6- OR 12" O.C.• BUT DO NOT EXCEED SCHEDULED SPACING. (TYP TOP E BOTTOM) O W v 1- N CO Z W a - J N J W W J a Z a L a L X I a m E 0 W N 1 / EXISTING CONCRETE. HOLLOW BLOCK, DR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE MBED. OF STRUCTURE) (TYP.) O WALL MOUNT SECTION K (DIRECT MOUNT) SCALE : 3" = 1' -0" SPLICE DETAIL FOR BAY WINDOW APPLICATIONS THREE 1/4"0 WOOD LAG THREE 1/4 "0 WOOD LAG SCALE 1 -1/2" = 1' -0" SCREWS W/ 2 -1/4- MIN. SCREWS W/ 2 -1/4" MIN. EMBED. (0 24" O.C. MAX. WOOD ROOF TRUSS EMBED. @) 24" O.C. MAX. OR FRAMING MEMBER PLACE ONE FASTENER 1 , THRU HEADER - EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) - FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION'TYPE5• ^R 0 CONT 1/4 -20 MACHINE BOLT E WINGNUT (m 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO p W m Z 104" AND @ 6- O.C. FOR 2 4 PANEL LENGTHS GREATER o' y THAN 104 -. Z J m .... .... 1 /L" MAX. B � -1 -14 SMS BETWEEN 03 CDNT. TRUSSES Cd 24- D.C. W t" x 4" OR 1'• x 6- 062-CONT ALUM TUBE - J Z r (6063 -TS) I J a -(D Z a W E J -14 SMS CA 12" D.C. 1" 10 "I I @3 CONT. a 0 0 BETWEEN TRUSSES J :, a O Q SEE MIN, X < r W W u SEPARATION FROM i W N GLASS SCHEDULE yl NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS, WALL MOUNT DETAIL © SCALE : 3° = 1' -0" 2- x 5- 1 1/8- ALUM. PLATE (6063 -T6) INSIDE EACH SIDE, FASTEN W/ 8 M 12 SMS OR 3/16"0 POP RIVETS EACH SIDE AS SHOWN (aD 1- O.C. 1- x 4- ALUM.TUBE WOOD ROOF TRUSS OR FRAMING MEMBER ' W m STUCCO FINISH OR PLYWOOD SOFFIT p W m STUCCO FINISH OR 1 /L- MAX. G W PLYWOOD SOFFIT CDNT. L" x .250" ALUM. PLATE OVER WOOD MEMBERS 1- I0- I .... .... 1 /L" MAX. B � -1 -14 SMS BETWEEN 03 CDNT. TRUSSES Cd 24- D.C. W t" x 4" OR 1'• x 6- 062-CONT ALUM TUBE - - (6063 -TS) I J mJ ACCESS HOLE ITYP) z W a IN a r -14 SMS CA 12" D.C. 1" 10 "I I @3 CONT. J a 1 BETWEEN TRUSSES J :, w (_ (a 2L.- D.C. Z m a vl = x JC W rWi Q m a H Z F W a OL VI J ( (MAX. DESIGN LOAD 56 P.S F.) O SOFFIT CONNECTION DETAIL N ALT. SOFFIT CONNECTION DETAIL SCALE 3" = 7'_p O SCALE 3" • • ••• • • • ••• • • • • • • • • • • • • ••• • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • 000 • r COyT.:1001b FRAMING • • • • • ,• REO)UI;KD• • • ••• lf�� • ••• • • • • if Loo • O3 CONT 1 /2- PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION -TYPE 3- O SOFFIT CONNECTION DETAIL M SCALE : 3" = 1' -0- APPROVED AS COMPLYING WITH THE SOUTH %ORIDA BUILDING CODE DATE (,y Bi PRODbCT ; ON OL DIVSION HOILDING CODE CeMPUANCE OFFICE ACCEPTANCE NO. 6 0 z = a r r a W l7 tn J Z J m J Z r a w a ' a a o 0 7 0 r w a �v W y P Z T r w W '- 4 a W O N r LL Q W N N U °o Z °a O a a o m v In <m > N W -1 N N Q W a 0 W z �+ as iF LL Y W X S O > N a P U Z a P LL P I r A fn — J a m r W Z W rn = N u o y o L7 W E } r Z a a U aj o cv �J Z c w cc ZZ ;LLB LL NUN �i, Q � Q Z Zmo o .4s CZ� (m0 O Z T a C) Lo 0 Li O O 4 a W N o alp b16 a. Q v J V v '�z aka IUI>IO t la i, w Tl,;l;i I C LIB O IsiCl I I X11 jjl�IO� •� 91 n I I 3 d f L �I�jtilnl V.J. KNEZEVICH PROFESSIONAL ENGINEER FL Ucense No, PE 0010983 tare tl ✓77 /9AJ Celt ' Or• by MC AS NOfEO e.•qn by cneCweo by vj- YJN orsvnq ne 96 -88 .heap 3 of • (D N S Z a IA :) m Q GLASS F W OR DOOR Z z J • • 2" % 2" % .093« J Yi • • :000: • ALUM. STUD ANGLE Q U. F x a W " X X Z U Q MAX. 1 /8- TILE _ F FINISH MATERIAL J I 13 1L" PLYWOOD N I 2" x t- x 1 /8- CONT, ALUM. TUBE I6O63 -T6) ? 1/4-0 RAWL CALK -IN CM 6- D.C. WITH 7/8" MIN. EMS. IN CONC. OR HOLLOW BLOCK OR 1 1L -0 LAG SCREW •'N P 12- D.C. W/ 1 -1/2" MIN. EMS. m IN WOOD. 1/2 "0 THRU BOLT (a) 12" D.C. EMB 1/1 -0 RAWL CALK -IN (m 12- O.C. WITH 7/8^ MIN. EMS. IN CONC. OR HOLLOW BLOCK OR 1 /t -0 LAG SCREW (M 2t- O.C. W/ 1 -1/2- MIN. EMS. IN WOOD k(D 2- x 2- x 1 /0" CONT. ALUM. ANGLE 6063 -T6 )MAX. DESIGN LOAD c 72 PSF) O "PASS THRU" DETAIL U SCALE : 3- x 1' -0- 1-- MAX Frm Hiii Hill Ull I u ® WALL MOUNT SCALE : 3- - V -0- s u 2 J ZI Q a X a _ 1/L -20 S.S. BOLTS W/ WINGNUTS (tD MIDSPAN OR 51- O.C. MAX. (TYP) 2 Q a N J J W m 2 Q a~ W O O r W N u W ta N 2 X F < N d EMB. 1/1" 0 RAWL CALK -IN (O L- D.C. W/ 7/8^ MIN. EMS. INTO CONC. OR HOLLOW BLOCK. d d tQ 2" x 5" x 1/8" CONT. ANGLE 6061 -76 ALUM. NOTES • THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. IMAX. DESIGN LOAD a 72 PSF) EDGE MOUNT DETAIL T SCALE : 3" � B" x 3- x 1 /L- ALUM. 1/2" 6' 6" . 1/2" iv ANGLE 1 STUD –1 n W/ NUT (d 6- D.C. 3/8"0 HOLE FOR 2- x 3" x , /B^ FASTENING PANEL FOUR 1 /1 ^0 RAWL ALUMINUM ANGLE I I I 1– CALK -IN ANCHORS W/ : I l 2" x 2- ALUM. 7/8" MIN. EMBED. rr J7 I A I STUD ANGLE IN CONC. PL- O.C. 1/1-_20 STUD " 1-1/2 - INTERIOR FASTENING INTERIOR FASTENING ANGLE ASSEMBLY ANGLE ASSEMBLY SCALE: 1 -1/2- . T -0- SCALE: N.T.S. ' `2- x 2" x 0.125^ CONT. TOL "x4"x0.12S" 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GAL V. STEEL ANGLE O ALT. CORNER DETAIL SCALE : 3" . 1' -0- u PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE STORM PANEL INTERIOR 611, FASTENING (ISOMETRIC) `;' SCALE: 3« - V -O- APIPftO S AS COWYING WH JHE ... SOUTH 9.01M BUILD= CAE' {Y j� � lasre o�JZZ /ye .DAT t - xcele tlra- n py BY AS wOTED n[ pp/t w� Oesgn by checked by CRVDHGT Vv Oi.alvislON , VJK VJK f oil liiG CODE C WRIANCE 0ff!ME.'::;. dra—ho AC1rEFfANCE AiO. $"► � .•��..�. 96 -88 sneec L o! . U o Of Z m- W T G S • N a IA :) m Q •� W F n W • • • • • • :000: • eif u U. F x W " X Z U 0 P a O_ w O N • . X o I M ••• • LLI Z NON - STRUCTURAL FINISH 0 0 ©•�. x 14. x :0 . u MATERIAL BRICK OR WOOD e • •• .S T=IDDECyAq?jGLjE _ K/ 1 /t- 20iSTL"s L WINGNUTS (m 12- O.C. FASTENER. SEE ANCHOR Ll... 1/t -20 MACHINE 2: SCHEDULE BASED ON TYPE BOLT AND NUT Q CONNECTION 'TYPE2^ • (m•1!- 0,80• •• a • • • • • X • • • • 1 /L- MAX. ® WALL MOUNT SCALE : 3- - V -0- s u 2 J ZI Q a X a _ 1/L -20 S.S. BOLTS W/ WINGNUTS (tD MIDSPAN OR 51- O.C. MAX. (TYP) 2 Q a N J J W m 2 Q a~ W O O r W N u W ta N 2 X F < N d EMB. 1/1" 0 RAWL CALK -IN (O L- D.C. W/ 7/8^ MIN. EMS. INTO CONC. OR HOLLOW BLOCK. d d tQ 2" x 5" x 1/8" CONT. ANGLE 6061 -76 ALUM. NOTES • THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. IMAX. DESIGN LOAD a 72 PSF) EDGE MOUNT DETAIL T SCALE : 3" � B" x 3- x 1 /L- ALUM. 1/2" 6' 6" . 1/2" iv ANGLE 1 STUD –1 n W/ NUT (d 6- D.C. 3/8"0 HOLE FOR 2- x 3" x , /B^ FASTENING PANEL FOUR 1 /1 ^0 RAWL ALUMINUM ANGLE I I I 1– CALK -IN ANCHORS W/ : I l 2" x 2- ALUM. 7/8" MIN. EMBED. rr J7 I A I STUD ANGLE IN CONC. PL- O.C. 1/1-_20 STUD " 1-1/2 - INTERIOR FASTENING INTERIOR FASTENING ANGLE ASSEMBLY ANGLE ASSEMBLY SCALE: 1 -1/2- . T -0- SCALE: N.T.S. ' `2- x 2" x 0.125^ CONT. TOL "x4"x0.12S" 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GAL V. STEEL ANGLE O ALT. CORNER DETAIL SCALE : 3" . 1' -0- u PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE STORM PANEL INTERIOR 611, FASTENING (ISOMETRIC) `;' SCALE: 3« - V -O- APIPftO S AS COWYING WH JHE ... SOUTH 9.01M BUILD= CAE' {Y j� � lasre o�JZZ /ye .DAT t - xcele tlra- n py BY AS wOTED n[ pp/t w� Oesgn by checked by CRVDHGT Vv Oi.alvislON , VJK VJK f oil liiG CODE C WRIANCE 0ff!ME.'::;. dra—ho AC1rEFfANCE AiO. $"► � .•��..�. 96 -88 sneec L o! . U o Of Z m- W T G S • N a IA :) m Q •� W F n W Q Z Q H m fV W eif u U. F x W " X Z U 0 P a < IV w N o X o I LLI Z O U o� _Z C7 � W OC ZZ CDL� �JL Q NUN J2 m 3�N QM Q Zm- iJ. OO C)8 oD 2 m O co LU r m O c4 CL.' C W Z N O O �_ C N = o j ' W N 6 C Q O N a + >�> >I N `I o V.J. KNEZEVICH PROFESSIONAL ENGINEER FL License No: PE 0010983 b d 12x 7" x 2- 2- x 2 2 - x 0.05S" 6063 -T6 ALUM. TUBE " x5' 5" _Z b iv EMBED N FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION -TYPE 1- z I AND BOTTOM) x 4.- Z � f W 1a •• •• '• • i •• •• • I2" x 1 ^Ix 1/8' wj w 4 Z r 2" x 5" W w a ' 4 6063 -T6 ANGLE Z E E J ) J oa 0 D FASTENER. SEE ANCHOR a 4 w X H W � � X In 2 4 I d W w E N N x 2" x .093 - STUDDED ANGLE 1 /5 -m MACHINE BOLT CA 6- D.C. EXISTING CONCRETE. t" x 2" HOLLOW BLOCK, OR WOOD 2" x 2" FRAMING (SEE ANCHOR x 0.055" 6063 - 2" x t" 76 ALUM. TUBE 12' I SCHEDULE BASED ON TYPE x S" • • • ••• • OF STRUCTURE) • • • • • • • • • • • • •• .00 • • • • • • FASTENER. SEE ANCHOR SCHEDULE 2- MIN. EXISTING CONCRETE. • • ••• • • • • • REFERENCE CONNECTION -TYPE 2• {--- 1 ` HOLLOW BLOCK. OR WOOD ••• s ••• ••• ••• :•• FRAMING (SEE ANCHOR 1 /t" MAX. i SCHEDULE BASED ON TYPE d — y 11/2" MAX. OF STRUCTURE) 2 F •• • • • •• ••• •• EMBED. I • 1 /t -O RAWL CALK -IN CO G- O.C. • • • ••• • • • • • • • • • •• • • : 2 W/ 7/8- MIN. EMNED. IN CONC. OR HOLLOW BLOCK • • • • • • • • • �� EMS W W 4 J Z 91 ' O W Z 1 -1/2^ MIN. 4 — -• p W 6 0o o " W �m X = 1/4" -20 STUD b i y/ WINGNUT, PANEL •' a ' w PANEL TO ANGLE Z X L4 CONNECTION CB 12- O.C. 4. o 0 X W c h S = W N ca coNr, . N HEADER MOUNT DETAIL ALT. TRAP MOUNT DETAIL OY SCALE O . 3- 0 1' -0" SCALE : 3- a 1' -A" b d 12x 7" x 2- 2- x 2 2 - x 0.05S" 6063 -T6 ALUM. TUBE " x5' 5" _Z b iv EMBED N FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION -TYPE 1- NOTE, THIS DETAIL MAY BE USED AT TOP OR, BOTTOM OF PANEL. AB 2" x 2" ALUM. TUBE BUILD -OUT SCALE : 3" 7/1^ x 3/1` TEK SCREWS OR 1/1_20 BOLT AND NUT Cm 12" O.C. STAGGERED (TYP. TOP z I AND BOTTOM) x 4.- Z � f W 1a N J ®CONY. Z j J. m . Z F I2" x 1 ^Ix 1/8' wj w 4 Z r 2" x 5" W w a ' 4 6063 -T6 ANGLE Z E E J ) J oa 0 D FASTENER. SEE ANCHOR a 4 w X H W � � X In 2 4 I d W w E N N x 2" x .093 - STUDDED ANGLE 1 /5 -m MACHINE BOLT CA 6- D.C. NOTE, THIS DETAIL MAY BE USED AT TOP OR, BOTTOM OF PANEL. AB 2" x 2" ALUM. TUBE BUILD -OUT SCALE : 3" 7/1^ x 3/1` TEK SCREWS OR 1/1_20 BOLT AND NUT Cm 12" O.C. STAGGERED (TYP. TOP I AND BOTTOM) I Z � 1a ®CONY. j J. m . Z F I2" x 1 ^Ix 1/8' 2" x 5" 1 .j 4 6063 -T6 ANGLE W z E J 4 0 D FASTENER. SEE ANCHOR 1 4 w SCHEDULE REFERENCE I X In 2 CONNECTION "fYPE3• I W w U EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD NON- STRUCTURAL FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) ®2 "x2- x.093" STUDDED ANGLE 1/5 -20 MACHINE BOLT & WINGNUT C) 12" O.C. OR C19 6" D.0 FOR PANEL LENGTHS GREATER THAN 107^. ITYP. TOP Z BOTTOM) NOTE . THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. STORM PANEL BUILD -OUT AC SCALE: 3- - 1'_0" FA 1/1 -20 MACHINE BOLT 8 WINGNUT Cm 12- O.C. OR Cal 6- D.0 FOR PANEL LENGTHS GREATER THAN 101 -. (TYP. TOP L BOTTOM) (6) 2" x 2" x .093" STUD ANGLE APPROVED AS COMPLYING WITH THE SOiTIH F ORIDA BUILDING CODE DT ule; � ` 2 1 BY PR03D CCT CO L blMIO AI 901I.Ditiu CODE C014IPLIANCE OFFICE ACCEPTANCE R0. o u C) N z P Z IA 4 W W 0 N O 0 N Q u VI 4 r 4 :i0 ZD .e O, 0 IL ¢ O n v N N Q > N N N i Q T w atf Z v r Y W — X .Z V > N Q P U Z 6 P a. 1 _ F O In > N Z W z w in = N 0 y o t7 Z v d Y y s < 0 .o E u ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS Ur Lu N U X Lu N ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE _F w O w U X a w ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) SPANS UP TO 5' - 6** (SEE NOTE 1) SPANS UP TO 7' - 6 (SEE NOTE 1) SPANS UP TO 11' - 11' (SEE NOTE 1) SPANS UP TO 5* - 6" (SEE NOTE 1) SPANS UP TO 7 • _ 6" (SEE NOTE 1) SPANS UP TO 11' - ill, (SEE NOTE 1) CONNECTION TYPE 112131415 CONNECTION TYPE 112131415 CONNECTION TYPE 1 213 4 5 CONNECTION TYPE 11__2 314,5 CONNECTION TYPE 1121314 5 CONNECTION TYPE 11213 4 5 12 7 4 8.0 12 12 112 12 12 12 12112 12 12 11 12 B 9 8 7 12 12112 U 12 72,0 12 12 12 12112 10 12 9 12 12 8 12 8 1 5 2.0 12 12 12 12 12 12 11 11 12 9 12 8 9 8 7 12 12 12 12 12 1 12 12 12 10 12 9 12112 12 8 1/4 "0 ITW TAPCON W/ 1 -3 /4~ Mw. EMBEDMENT 2.0 12 12 12 12 10 12 8 9 12 7 12 8 4 12 12 0121 12 12 12 -°f2 9 12 12 9 9 12 12 112 12 12 8 8 12 12 9 9 12 121121 12 8 8 6 92.0 12 9 10112 1 4 B 12 8 9 12 7 12 8 9 12 7 12 10112 12 200.0 12 8 9 12 7 12 8 9 12 7 12 8 9 12 7 12 9 12 121 8 12 9 11 12 B 12 9 12 12 8 11 (MIN. 3,000 P.S.I. CoNrFt�ETE) 11 ?+� mm 'r J 1/4-0 ELCO MALE/ 48.0 12 112112 11 12 7 12 12 8 12 5 11 4 5 11 3 12 12112 12 12 8 12 12 10 12 6 12 1. 1 6 12 3 12 12 12 9 12 6 12 5 6 12 L. 11 4 1 5 Ill 3 12 12 10 12 6 12 5 8 12 L 12 4 6 12 3 72.0 12 8 8 12 5 11 1 L. 5 ll 1 3 11 4 5 1 11 3 12 9 9 12 5 12 4 6 12 4 12 4 6 12 3 9 FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/L -20 SIDEWALK BOLT (MIN. 3,000 P.S.I. CONCRETE) 92.0 12 L 6 12 4 i1 4 5 11 3 11 4 5 Ill 3 12 4 7 12 4 12 4 6 12 3 1121 4 6 12 3 200.0 11 4 5 11 3 11 4 5 11 3 11 4 5 11 3 112 4 6 1121 3 12 4 6 12 3 12 4 6 12 3 48.0 112112 12-112112 12 12 12 12 12 72 8 8 12 7 12 12 72 12 12 12 12 12 12 12 12 10112 12 9 62.0 12 12 12112 12 12111 9 12 9 12 8 8 12 7 12 12 12 12 12 12 12 12 12 11 12 10 12 12 9 114 -0 POWERS CALK -IN W/ 7/8" EMBEDMENT 72.0 12 12 11112 11 12 8 8 12 8 12 8 8 12 7 12 12 12 12 12 12 10 112 12 70 12 10 12 12 9 92.0 12 9 9 12 8 12 8 8 12 7 12 8 8 12 7 12 12 12 12 10 12 10 12 12 9 12 10 12 12 9 & 1/4 -20 STAINLESS STEEL MACHINE SCREW 200.0 12 8 8 12 7 12 8 8 12 7 12 8 8 12 7 12 10 12 12 9 12 10 12 12 9 12 10 12 1 12 9 (MIN. 3,000 P.S.I. CONCRETE) EL ~ w cc U Z 0 U 1/4110 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT (MIN. 3.006 P.S.I. CONCRETE) 48.0 12 112112 112 8 12 12110 121 5 11 4 1 6 Ill 3 12 12 12 12 9 12 12 12 12 6 121 4 1 8 12 4 62.0 12 12 10112 6 12 5 1 7 12 L. 11 4 1 6 1 11 3 12 12 12 12 7 12 6 9 12 5 12 1. 1 8 12 L. 72.0 12 8 9 12 5 12 L 1 6 12 3 11 L 6 11 3 12 10 11 12 6 12 L 8 12 4 12 L 8 12 4 92.0 12 4 7 12 L 11 4 6 11 3 .11 4 6 11 3 12 5 8 12 4 12 L 8 12 L. 12 L 18 12 4 200.0 11 4 6 1 11 3 11 4 6 Ill 3 11 4 6 11 3 12 4 8 12 4 12 4 1 8 12 4 12 4 1 8 112 4 �+c 48.0 12112 12112 11 12 12 10112 8 12 5 7 12 5 12 12 12 12 12 12 12 12 12 10 12 7 11 12 b 62.0 12 12 11 12 8 12 8 8 12 6 12 5 7 12 5 12 12 12 12 11 12 10 12112 8 12 7 . 11 6 1/4 -0 ITW RED HEAD OYNABOLTSLEEVE 72.0 12112 9 112 7 12 6 7 112 5 12 5 -7 12 5 12 12 12 12 9 12 7 1 11 12 7 12 7 1 1l pli 6 ANCHOR W11 -118" MIN. EMBED. (MIN. 3,000 P.S.I. CONCRETE) 92.0 12• 6 7 12 6 12 5 7 12 5 12 5 7 12 5 12 8 1412 12 7 12 7 11 12 6 12 7 11 12 6 200.0 12 5 7 112 5 12 5 7 112 5 12 5 7 12 5 12T-7 i 6 12 7 11 72 6 12 7 11 12 6 48.0 62.0 12112 12112 12112 10112 7 5 12 12 101 5 9 112 7 12 5 4 10 10 3 1 3 6 6 101 10 3 3 12 12 12 12 12112 10 12 7 5 12 12 101 5 9 1121 7 1 i2 5 L. 10 10 3 3 1 1 6 110 6 l0 3 3 I 1/1."0 ASHLEY QUICK -SET SCREW WITH 1 -1/4" (MIN. ' 000 P SEDCONCRETE) d{�yl t ( � j J P J I I 114 -0 POWERS DROP -IN 8 1/4 -20 SIDEWALK BOLT (3/4"W HEAD) W/ 1 -1/4" MIN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) 72.0 121 7 8 12 4 10 3 6 10 3 10 3 6 10 3 12 7 8 12 4 10 3 6 10 3 10 3 6 10 3 92,0 200.0 L 8.0 62.0 72.0 11 10 12 112 12 +12 L. 3 12 6 1 6 12 1 1 2 1 12112 11 10 12 1 2 3 3 12 12 12 10 10 12 12 12 3 1 3 1 12 1 12 11 6 6 pl�0 12 1 10 9 12 1 12 111 12 3 3 12 10 10 10 121101 12 12 3 3 10 10 6 6T10 9 9 9 10 12 12 12 3 F3 10 10 10 111 10 12112 12 12112 L 3 1 12 6 6 12 12 12 11 10 12 112 12 12 3 3 12 12 12 12 12 10 10 1 3 3 1 12 112 12 1 12 6 110 6 110 1 12 i2 12 i Z 12 3 3 12 12 12 10 101 12 12 1 12 3 1 6 3 1 6 1 12 12 12 1 12 12 12 10 101 12112 l2 12112 3 3 12 92.0 9 12 10 12 10 9 112 10 12 10 9 12 70 12 12 72 12 12 12 172 112 72 12 12 12 12 12 12 200.0 12 10 9 12 10 12 10 1 9 12 70 12 1 10 9 12 10 12 12 12 12 12 12 12112 12 12 12 12 12 12 12 APPROVED AS COMPLYING WITH THE SOUTH F' OR1DA BUILDING CODE DAT � ' D 19 B PRODUCT CON OL DIY!SIOH MILDING CODE CMPLIANCE OFFIrE . . ... . . . ... .. .. .. . . .. .• . . . . . . . . . . . ANCHOR SCHE LE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS Ur Lu N U X Lu N ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) • • • : MIN. V411 EVC!E DIS'T AN % SPANS QP•TG SPANS:jP T:) •SWANS UP TO 5 • 6" • •••7. 6•• • •••11' - 11" (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECT14N• TYA i• 1 1 2 3 J••1 �, CQNN"T1Q" i :Ti ;E i• 1.1.2 l03 to .5 .CONNECTION • TYPE 01 1 2 1 3 1 L. 1 5 _F O _ 48.0 12 12 11 12 12 12 12 8 12 11 12 6 1 5 12 7 Oa 1/4 "0 WOOD LAG W/ 62.0 12 12 9 212 1 12 12 11 6 12 9 12 8 5 12 7 U 1 -3/4•• MIN, THREAD PENETRATION SHEAR 72,0 12 12 7 12 10 12 8 1 5 12 7 12 8 1 5 12 7 92.0 12 9 6 12 8 12 8 5 12 7 12 8 1 5 12 7 PARALLEL OR PERPENDICULAR TO 200.0 12 8 5 12 7 12 8 5 12 7 12 8 1 5 12 7 WOOD GRAIN 48.0 12 12 12 8 12 12 0121 5 11 4 11 1 3 O 62.0 12 12 12 6 12 S 12 1 4 11 4 11 3 O 7/16" O.D. BRASS BUSHING W/ 7/8" MIN. 72.0 12 B 12 5 12 4 12 3 11 L. 11 3 92.0 12 4 12 4 11 L. 11 3 11 1 4 11 3 PENETRATION 8. 1/4 -20 MACHINE SCREW 200.0 11 4 11 3 11 L KIIA 11 3 11 L 11 3 'k U 1/4 "0 ELCO MALE/ 48.0 12 12 12 12 12 12 12 12 12 12 12 9 9 12 8 62.0 12 12 12 12 12 12 12 11 12 10 12 9 9 12 8 72.0 12 12 12 12 12 12 9 10 12 8 12 9 9 12 B FEMALE "PANELMATE" W/ 1 -7/8- MIN. 92.0 12 10 10 12 9 12 9 9 12 8 12 9 9 12 8 PENETRATION S 1/4 -20 SIDEWALK BOLT 200.0 12 9 9 12 B 12 9 9 12 B 12 9 9 12 8 nivvn�n rvv � cJ: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY, ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 8. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL , R o ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN O EQUAL TO NEGATIVE DESIGN LOAD N SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3.EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. b. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x L" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. B. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. �r10.DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT (� 6" O.C. OR 12•• O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. ll. 4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 114 -20 SIDEWALK BOLT IF 10 KEYHOLE WASHERS ARE USED U o L W z Z P rn r N a _F O _ co N U W W 0 `^ 0 W N _ N Vi Q r a U0 z ¢ Oa _ co N w N Q m i ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS u Z V MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE w ANCHOR TYPE �W)O PSF MAX. SPANS UP TO S' - 6" (SEE NOTE 1) SPANS UP TO 7* - 6 " (SEE NOTE 1) SPANS UP TO 11 ' - 11 " (SEE NOTE 1) SPANS UP TO 5 ' - 6- (SEE NOTE 1) SPANS UP TO 7 (SEE NOTE 1) SPANS UP TO (SEE NOTE 1). CONNECTION TYPE 1 1 2 1 3 4 5 CONNECTION TYPE 1 2 3 1 4 5 CONNECTION TYPE 1 1 2 1 3 4 5 CONNECTION TYPE 1 1 2 3 4 1 5 CONNECTION TYPE 1 2 1 3 4 1 5 CONNECTION TYPE 1 2' 3 1 4 1 5 X M to F- U F- U (SEE NOTE 1) N 4 8.0 12 12 9 12 5 12 B 7 12 3 7 Ui N Q 4 7 12- l N e6 12 9 8 1121 4 8 3 5 1 8 P �s 62.0 12 10 7 12 L. 9 3 5 9 3 7 X m 4 1 W L 12 11 9 12 4 10 4 6 10 3 8 3 5 B. 7/4 "0 ITW TAPCON W / 72.0 11 5 6 11 3 8 4 8 7 4 12 6 __ 7- _1.2 9 3 5 9 8 3 5 8 92,0 8 3 5 8 7 4 7 7. 4 7 9 3 6 9 3 8 3 5 8 8 3 5 8 1 -1/4" MIN. EMBEDMENT 200.0 7 4 7 7 4 7 7 4 7 8 3 5 8 K11 8 3 5 8 8 3 5 8 4 8.0 12 12 12 12 7 12 12 8 12 5 11 4 1 5 11 3 12112 121121 8 12 12 10112 6 12 4 b 1121 3 62.0 12 12 9 12 6 12 5 6 12 4 11 4 1 5 11 3 12 12 10 12 6 12 5 8 12 1. 12 4 6 12 3 1 /1."o ELCO MALE/ 72.0 12 8 8 12 5 11 4 5 11 3 11 4 5 11 3 12 9 9 12 5 12 4 6 12 4 12 4 6 12 3 FEMALE - PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT 92.0 12 Z. 6 12 4 11 4 5 11 3 11 4 5 11 3 12 4 7 12 4 12 4 6 12 3 12 4 6 12 3 & 1/4 -20 SIDEWALK BOLT 200.0111 4 5 11 3 11 Z. 5 Jill 3 11 L. 5 Ill 3 12 4 1 6 12 3 1121 4 6 12 3 12 L. 1 6 12 3 Y � 4 8.0 12 12 10 12 6 121101 7 121 5 10 3 1 4 10 3 112112 12 12 8 12 12111 12 6 12 Z. 1 7 1121 4 U O �J�I 62.0 121121 8 12 5 12 5 5 12 3 10 3 4 l0 3 12 12 12 12 6 12 6 9 12 L. 12 4 7 12 L. I m U 1/4 "0 POWERS CALK -IN W/ 7/8- EMBEDMENT & 1/4-20 STAINLESS STEEL MACHINE SCREW 72.0 12 7 6 12 4 10 3 5 10 3 10 3 4 10 3 12 9 10 12 5 12 4 7 12 4 12 4 7 12 4 92,0 11 4 5 11 3 10 3 4 10 3 10 3 4 10 3 12 5 8 12 Z. 12 4 7 12 L. 12 4 7 12 4 200.0 10 3 4 10 3 10 3 4 10 3 10 3 L. 10 3 12 4 7 12 4 12 L. 7 12 L. 12 Z. 7 12 4 Z O U 4 8.0 12 12 10 12 5 Ill1 7 7 1111 3 7 4 1 7 12112 12 12 5 12 8 9 12 4 8 5 8 62.0 12 9 7 12 4 9 3 5 9 7 4 7 12 11 9 12 4 10 4 7 10 3 8 5 8 O J O = 114 "m POWERS ZAMAC NAIL -IN W/ 1 -1/8- MIN. EMBEDMENT 72,0 10 5 6 10 3 7 4 7 7 4 7 11 6 8 11 3 8 3 6 $ 8 5 8 92.0 8 3 5 8 7 4 7 7 4 7 9 3 6 9 3 8 5 8 8 5 8 200.0 7 4 7 7 4 7 7 4 7 8 5 8 8 5 8 8 5 8 48-0 121121 8 121 4 9 6 1 6 1 9 3 6 3 6 12 12 121121 5 12 8 1 8 121 4 B 5 1 8 62.0 10 8 6 10 3 7 314 7 6 3 1 6 12110 9 12 4 9 3 6 9 1 3 8 5 8 1/4 "0 ITW RED HEAD DYNABOLT SLEEVE 72.0 9 4 5 9 6 4 6 6 3 1 6 11 6 8 11 3 8 5 8 8 5 8 ANCHOR W/1 -1/8" MIN. EMBED. 92.0 7 4 7 6 3 6 6 3 6 8 3 6 8 8 5 6 8 5 8 200.0 5 3 b b 3 6 6 3 6 8 5 8 8 5 8 8 5 8 L-8.0 12 i2 12 12 7 12 110 9 112'15 10 3 6 10 3 12 12 12 12 7 121101 -1 9 12 5 1013 6 110 3 62.0 12 12 10 12 5 12 5 7 12 4 10 3 6 10 3 12 12 10 12 5 12 5 7 12 L. 10 3 1 6 10 3 1/4 -0 ASHLEY QUICK -SET SCREW 72.0 12 7 8 12 4 10 3 6 10 3 10 3 6 10 3 12 7 8 12 4 10 3 6 10 3 10 3 5 10 13 WITH 1 -v4" MIN. EMBEDMENT 92.0 11 4 6 11 3 10 3 6 10 3 10 3 6 10 3 1111 4 6 11 3 10 3 6 10 3 10 3 6 10 3 200.0 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • • • • ANCHOR NOTES: • ••• • • • • •• • 1. SPANS AND LOADS SHOWN HERE ARE FOR DEWERMININS ANtl-MA'SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 8. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4.ANCHORS SHALL BE.INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9.M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *10.DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT CM 6" O.C. OR 12" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. 11. 4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF 10 KEYHOLE WASHERS ARE USED. APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING 1rODE OPT A -L 19 13i PRODUCT CON OL DIVS10N B"0(LDIRS CODE COMPLIANCE OFFICE ACCEPTANCE NO. � -1 ' o U z u Z V P - V1 W 2 ° ► ► N N 0 0 a V V W O O F- U U. N N N N L) 0, z z�m O a a a o m Ui N Q Q m ' ' u N N 06 u i i LL T Y Y W - X W 1 1 N Q P P N z z H W N W {n = H N 0 X X m L7 W L F- ¢ } Z - - } o to 0 J Z L�*J W 1= Z Z Co LL D. Q a q& CC LL j?L4J.J r QG Z Z-^ CD � CL co O O Zm liJ r CL O O I EL i0IOIN CI >I CIS 016 N O ,(g; .0 91W 1z ? I�I> a ie t ) a o� .N �' Ir V „j, KNEIEVICH PROFESSIDNAL ENGINEER FL LICense No PE 0010983 dace 04i77"6 sale Oravn by AS NOTCD `_ MC oeslgn by cnecke0 by VAJ V1K dra„Inq no. 96 -88 sneer 7 of • i0IOIN CI >I CIS 016 N O ,(g; .0 91W 1z ? I�I> a ie t ) a o� .N �' Ir V „j, KNEIEVICH PROFESSIDNAL ENGINEER FL LICense No PE 0010983 dace 04i77"6 sale Oravn by AS NOTCD `_ MC oeslgn by cnecke0 by VAJ V1K dra„Inq no. 96 -88 sneer 7 of • T STORM PANEL SPAN STORM PANEL SCHEDULE A B L E 1 NEGATIVE DESIGN LOAD W (PSF) FOR ALL MOUNTING CONDITIONS • L MAX. (FT -IN) 30.0 11 - 11 NO BAR ave 35.0 11 - 5 3- 0 40.0 10 - 9 • 45.0 10 - 1 • 50.0 9 - 7 2 -3/8 55.0 9 - 2 60.0 8 - 9 • 65.0 8 -5 • • 70.0 7 - 10 • 75.0 7 - 3 ••• 80.0 6 - 10 • 90.0 6 - 1 2 -3/4 100.0 5 - 6 2 -3/8 110.0 5 - 0 5- 0 120.0 4 - 7 1 -1/4 130.0 4 - 2 2 -3/4 140.0 3 _ 11 2 -3/8 150.0 3 - 8 10 - 9 160.0 3 - 5 3 -1/4 170.0 3 - 2 3- 0 180.0 3 - 0 1 -1/8 190.0 2 - 10 2 -3/4 200.0 2 - 9 • • ••• • • • ••• BAR NO BAR NO BAR ave 30.0 3- 0 • • • • • • • • • • 5- 0 2 -3/8 2 -314 1 -114 7- 0 • • • • • • • • • • ••• • • • • ••• T A B • • MIN. SEPARATION FROM GLASS SCHEDULE : : : • • . . L E 2 POSITIVE DESIGN LOAD(W) (PSF) ACTUAL SHUTTER SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN.M'; ABOVE GRADE ••• (INCHES) BAR NO BAR NO BAR ave 30.0 3- 0 2 -3/8 2 -3/4 1 -1/8 4- 0 2 -3/8 2 -3/4 1 -1/8 5- 0 2 -3/8 2 -314 1 -114 7- 0 2 -3/8 2 -3/4 1 -3/8 8- 8 2 -3/8 2 -3/4 1 -7/8 11 - 11 4 -1/4 4 -1/4 3 -5/8 40.0 3- 0 2 -3/8 2 -3/4 1 -1/B 4- 0 2 -3/8 2 -3/4 1 -1/8 5- 0 2 -3/8 2 -3/4 1 -1/4 7- 0 2 -3/8 2 -3/4 1 1 -1/2 8- 8 2 -3/8 2 -3/4 2 10 - 9 4 -1/4 4 -1/4 3 -1/4 50.0 3- 0 2 -3/8 2 -314 1 -1/8 4- 0 2 -3/8 2 -3/4 1 -1/4 5- 0 2 -3/8 2 -3/4 1 -1/4 7- 0 2 -3/8 2 -3/4 1 -1/2 8- 8 2 -3/8 2 -3/4 2 -1/4 9- 7 4 -1/4 4 -1/4 2 -7/8 60.0 " 3- 0 2 -3/8 2 -314 1 -1/8 4- 0 2 -3/8 2 -3/4 1 -1/4 5- 0 2 -3/8 2 -3/4- 1 -1/4 7- 0 2 -3/8 2 -3/4 1 -1/2 8- 8 2 -3/8 2 -3/4 2 -3/8 8 - 9 4 -1/4 4_1/4 3 -3/8 3- 0 2 -3/8 2 -3/4 1 -1/8 70.0 4- 0 2 -3/8 2 -3/4 1 -1/ 5 - 0 2 -3/8 2 -3/4 6- 0 2 -3/8 2 -3/4 1 -5 /8 7- 0 2 -3/8 2 -3/4 2 -314 7 - 10 4 -1/4 4 -1/4 2 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN: SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. . . • • • • • ••• •• • • . • • • • • . . • •• • • s • • • APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA - ` 2 I �i PRODUCT CONMOL DIVISION MILDIT a CODE COMPLIANCE OFFIrE ACCEPTANCE NO. e v °i _ P z in r h _boa; N E ►W a N - u W o+ o I- In r• W W N N 4� vi4r a O a: n a o m N Q w > 6 W Q z a 1 T W W - X = v > N a a U 0" LL > am F N o Y o t7 W V i - > z Y s a o � i u O U � 5 [7 0 -� Z c+) W IY Z Z = L; Ee; ?a LL N c .3: QQ I` QG Z Zmo (>: Q 0 00 Co zy C) w r2 O O Q a- W f O O N illl o > u S N o!la�o w14 v } 9I tZW7 O lol >I> > I I L-L 9 V.J. KNEZEVICM PROFESSIONAL ENGINEER FL License ND: PE 0010983 sate 06/27/96 fame arb-n Dy AS NOTED MC oes�gn DY cneekea by VJK vJN ora ✓-O no 96 -88 sneer a ar e I - I PAY y. TO ORDE THE OF to DOLLARS AUNION PLANTERS BANK FOR f A- umoolSqjus 4067001316L44 u89660 L 264 27n' Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2002 -832 Printed: 5/1/2002 Page 1 of 1 Applicant: JUAN CARLOS PENA Owner: JOB ADDRESS: 1400 NE 102 Si Contractor BERNHARDT GARY CONSTRUCTION Contractor's Address: 8515 SW 129 TERR Local Phone: Parcel #'1132050230120 Legal Description: M SHORES BAY Pit ESTS PB 55 -83 LOT 1 BLK 3 LOT SI?E 100.000 X Fees: Description Amount FEE2002 -2417 Building Permit Application Fee $60.00 Total Fees: $61.80 FEE2002 -2418 CCF $1.50 Total Receipts: $0.00 Total Fees: $61.80 Permit Status: Approved Permit Expiration: Work: STORASHUTTERS 10/2612002 Construction Value: $2.300.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re4nspection fee is $60.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time it the work is not done in compliance with such ordinances or if the plans are changed without author¢attion. A further condition upon which this permit is granted Is the understanding that the contractor or builder named above assumes tha responsibility for a thorough knowledge of tie 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. I 0011 , Y Signed: BY: 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 Ir strict conformity with the plans, drawings. statements or specifications submitted to the proper authorities of Miami Shares `Allage. In accepting this pennit i assume responisibitity for all work done by either myself, my agent, servants or employes. Signed: _ (Contractor or Builder) BY: MADDEN MANUFACTURING CO. INC. 1889 N.W. 22ND. STREET., ...... POMPANO BEACH FL. 33069::....800- 272- 2071/FAX 954-960-0567 BUILDING DEPARTNENT. DAt, j To * whom It may concern: We are the authodzed imanafacturer of MADDEN MFG. STORM PNLSe APPLICATIONS ARE TO BE STRIC7Z YADHERED TO. AL NAYS REFER TO SUBMITTED INGINEEWNG. JOB L OC4 770M CONTRACTOR MWE Y /S6-, Z)V,4 4-W D 7-- NAME ADD. 5 -r ciyylz,fp FL 331S-4, A00. IVC 2- -S 7 C, f TYIZ fP,, 4, )/4 4, 1 / 51/b/zc--533 / 3 � 9ffT x; Fu E@'