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RC-06-3022
Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Not Transferable POST IN A CONSPICUOUS PLACE Project Address 126 NW 100 Street Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Owner Information NORRIS JOHN FILL Permit NO. RC -12 -06 -3022 Permit Type: Residential Construction Work Classification: Addition Permit Status: APPROVED Parcel Number 1131010220350 Block: Lot: Address.._ 81 NE 163 ST N MIAMI FL 33162 -3427 Contractor(s) ORONI INC Phone CeII Phone (305)685 -0412 ue Date: 3/12/2007 Phone Expiration: 09/08/2007 Applicant NORRIS JOHN FILL Valuation: Total Sq Feet: Approved: Yes Comments: Date Approved: : Yes Date Denied: Type of Construction: ADDITION Stories: 1 Front Setback: 30.29 AND 25.57 Left Setback: 11.00 Bedrooms: 2 Plans Submitted: Yes Certificate Date: Bond Retum : Occupancy: Single Family Exterior: NA Rear Setback: 48.51' Right Setback: 11.60 Bathrooms: 2 Certificate Status: Additional Info: Classification: Residential Fees Due Bond Type - Contractors Bond CCF CO /CC Fee DBPR Surcharge Education Surcharge Permit Fee - Additions /Alterations Plan Review Fee (Engineer) Radon Surcharge Scanning Fee Submittal Fee Technology Fee Total: Amount $300.00 $43.20 $150.00 $2.57 $14.40 $2,160.00 $60.00 62.57 $45.00 ($250.00) 654.67 $2,582.41 3.461 - Total I Amt Paid I Amt Due $ 0.00 $ 0.00 $ 0.00 Payment Type: ,(t,,Cci--o4A2 6 PAID Cell $ 72,000.00 514 Available Inspections: Inspection Type: Framing Drywall Screw Second Floor Slab Roof Sheathing Second Floor Tie Bond Beam Window Door Attachment Rake Beam Roof Trusses Special Inspection Letter Tie Beam Bond Beam Floor Trusses Stem Wall Footer Final PE Certification Shutter Attachment Window and Door Buck Termite Letter Spot Survey Final Building Shutter Final Trusses Plan Submittal Wall Sheathing Density Wire Lathe Insulation Footing Slab Fill Cells Columns 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. 1 understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFF RAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction n zoning. Futhermore, I a tho • • e the above -named contractor to do the work stated. Auth rized Signature: Owner / Applicant / Contractor / Agent Building Department Copy March 14, 2007 Date 1 Wednesday, March 14, 2007 January 5, 2007 o P Miami Shores Village Building Department 10050 N.E. 2°d Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305 -756 -8972 Permit No: RC- 06 -3022 Job Name: Addition for Fill Res. Page 1 Building Critique Sheet rovide Design statement on plans to be as per Florida Residential Code 2004 and its 2005 Supplement. None shown. Provide Product Approvals for all windows, doors and overhead garage door as required by FRC 4410.4. Product Approvals are to be reviewed and approved by the Architect of Record before submitting them for permit. nergy Calcs. shall be signed and dated also by the Owner /Agent. 4. Demolition of old garage, must be done under a separate permit. Submit a separate application for Demolition. Unable to do a complete plan review, until above items are corrected. Claudio Grande CBO 305 - 795 -2204 GS 5. /N kr.t.e&E)2 !A- 6 oal Y Den 4 2 1 0 7 DATE. TO Wtietsti Sifted Vitia9e Ve4 Volvetoteat 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresvillage.com FAX TRANSMITTAL COVER SHEET b7 FaX 305.6K cM FROM: VIVIAN CUBILLOS FAX (305) 756 -8972 Number of pages including cover: 42_ Importance: normal; urgent ; please reply _; review _; recycle _ MESSAGE: f(Aori worcj ciannryt W tido Dv 4e.2 a� &I'2'S os @a ine/ra or) 100 Regards, VIVIAN CUBILLOS Bldg Dept Permit Clerk January 5, 2007 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305 -795 -2204 Fax: 305-756-8972 Permit No: RC- 06 -3022 Job Name: Addition for Fill Res. Page 1 Building Critique Sheet Provide Design statement on plans to be as per Florida Residential Code 2004 and its 2005 Supplement. None shown. 2. Provide Product Approvals for all windows, doors and overhead garage door as required by FRC 4410.4. Product Approvals are ,to be reviewed and approved by the Architect of Record before st`t submitting them for permit. Energy Calcs. shall be signed and dated also by the Owner /Agent. 4. Demolition of old garage, must be done under a separate permit. Submit a separate application for Demolition. Unable to do a complete plan review, until above items are corrected. Claudio Grande CBO 305 - 795 -2204 February 16, 2007 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 06 -3022 Job Name: Addition for Fill Res. Page 1 Building Critique Sheet 2n' REVIEW ; ; 2. Provide Product Approvals for all windows, doors and overhead garage door as required by FRC 4410.4. Product Approvals are to be reviewed and approved by the Architect of Record before submitting them for permit. NOT CORRECTED, SEE BELOW �a� �,�� MISSING PRODUCT APPROVALS FOR THE ,� HORIZONTAL SLIDING WINDOWS AND 'l IIE it HURRICANE SHUTTERS, PROPOSED WINDOWS AND DOORS ARE NOT IMPACT RESISTANT. Owner/Agent Claudio Grande CBO 305 - 795 -2204 /b1;_ti1 11%1'1°1. o BUILDING PERMIT APPLICATION FBC 2004 . Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Electrical Permit No. aster Permit No. °I2,°06 a ' Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Vital il LL Phone # WS Cri S -869 6 Owner's Address 126 it` +?' St City Kit CM Tenant/Lessee Name State ft. Zip 33 ► So Phone # Job Address (where the work is being done) 126 NUJ 100 City Miami Shores Village County Miami -Dade FOLIO /PARCEL# ti °31 ®1 Cal °®3SO Is Building Historically Designated YES NO Contractor's Company, Name Zip 33%SQ Phone # 0S- 6 - 09 12, Contractor's Address WO`IO ,'.y) 6 c}• City j CAV1N l State Zip j 1 be) Qualifier Name 0(640 191 e a-, Phone # S- 68S -d4 O L State Certificate or Registration No. ChC,IZSI 6 S 41 Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Square / Linear Footage Of Work: Phone # Type of Work: [Addition Describe Work: ['Alteration LJNew ❑ Repair/Replace ❑ Demolition a : a �.,. , a ,. , • ***************************************F * ** * * * * * * * ** * * * ** * * *** * * * * * * * *** * *** * * * ** Submittal Fee $ Permit Fee $ S ' CCF $ Notary $ Scanning $ Radon $ DPBI. $ Zoning $ Bond $ Code Enforcement $ Training/Education Fee $ CO /CC Technology Fee $ Structural Review. ov Double Fee $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City M State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the . applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this %311 day of , 20,0g, by 046.4/e0 /6l.ES7,ts who is personally known to me or who has produced as identification and who did take an oath. My Commissio ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) 3 /, P 8<, El IA ISIDRON . MY COMMISSION # DD 365703 EXPIRES: October 25, 2008 FF� 67- Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)7564972 Inspection Date: 04/22/2008 Inspector: Grande, Claudio Owner: FILL, NORRIS JOHN Job Address: 126 100 Street NW Miami Shores Village, FL 33138- APR 23Rat Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Truss Insp Work Classification: Addition Block: Phone Number Parcel Number 1131010220350 Lot: Phone: (305)685 -0412 Building Department Comments DEMO OLD GARAGE NEW GARAGE , NEW BATHROOM AND EXPAND FAMILY ROOM NEW WINDOWS AND SHUTTERS ON NEW OPENINGS f- / Inspector Comments truss bracing cc Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, April 21, 2008 Page 2 of 2 Inspection Date: 0512012008 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: FILL, NORRIS & MAXINE Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Insulation Work Classification: Addition Block: Phone Number (305)754 -2134 Parcel Number 1131010220350 Lot: Phone: (305)685 -0412 Building Department Comments DEMO OLD GARAGE NEW GARAGE, NEW BATHROOM AND EXPAND FAMILY ROOM NEW WINDOWS AND SHUTTERS ON NEW OPENINGS PA Passed Inspector Comments b ( (,o i 4 4 0 A--- te a^- ' Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, May 19, 2008 Page 2of2 Inspection Date: 06/02/2008 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: FILL, NORRIS & MAXINE Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Drywall Screw Work Classification: Addition Block: Phone Number (305)754 -2134 Parcel Number 1131010220350 Lot: Phone: (305)685 -0412 Building Department Comments DEMO OLD GARAGE NEW GARAGE, NEW BATHROOM AND EXPAND FAMILY ROOM NEW WINDOWS AND SHUTTERS ON NEW OPENINGS 1p Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, May 30, 2008 Page 2of2 Inspection Date: 05/19/2008 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: FILL, NORRIS JOHN Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Windows and Doors Work Classification: Addition Block: Phone Number Parcel Number 1131010220350 Lot: Phone: (305)685 -0412 Building Department Comments DEMO OLD GARAGE NEW GARAGE, NEW BATHROOM AND EXPAND FAMILY ROOM NEW WINDOWS AND SHUTTERS ON NEW OPENINGS n fle Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, May 16, 2008 Page 1 of 2 Inspection Date: 05/19/2008 Inspector: Grande, Claudio Owner: FILL, NORRIS JOHN Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Block: Phone Number Parcel Number 1131010220350 Lot: Phone: (305)685 -0412 Building Department Comme DEMO OLD GARAGE NEW GARAGE, NEW BATHROOM AND EXPAND FAMILY ROOM NEW WINDOWS AND SHUTTERS ON NEW OPENINGS , , 0 Passed X Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, May 15, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/24/2008 Inspector: Grande, Claudio Owner: FILL, NORRIS JOHN Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Block: Phone Number Parcel Number 1131010220350 Lot: Phone: (305)685 -0412 Building Department Comments DEMO OLD GARAGE NEW GARAGE , NEW BATHROOM AND EXPAND FAMILY ROOM NEW WINDOWS AND SHUTTERS ON NEW OPENINGS .7? \ li 41 °‘ r Passed Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, March 21, 2008 Page 1 of 2 Engineering Cover Sheet This cover sheet is provided as per Florida Statute 61G15- 31.003 in lieu of signing and sealing each individual sheet. An index sheet of the truss designs is attached which is numbered and with the identification and date of each drawing. Engineer of Truss Design Package John A. Ilter, P.E. EL Reb. Eng. No 36205 3320 Paddock Road Weston, Fl. 33331 (954) 600- 7123 John 23a Project Name: ORONI CONSTRUCTION # 2 -6 -08 FILL - RESIDENCE 126 N.W. 100TH. STREET MIAMI SHORES,FLORIDA Building Authority : MIAMI SHORES,FLORIDA Design Load: 30 + 15 + 0 + 10 PSF Building Code: FBC2004 /TPI2002 /ASCE7 -02 Software Used: MiTek @20/20 2000 Ver. 6.4. 14a, uaK S FL 33 18 M� ROYAL TRUSS CORP. 9550 NW 79 AVE #5 HIALEAH, FL 33016 Phone: 305 -822- 0020/21 Fax: 305 -822 -0029 To: t.., Reaction Summary Job Number: Page: I Date: 03 -03 -2008 - 1:38:42 PM Project ID: 2 -6 -08A Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer: Eddie Davis Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: f 2 CJ6 25 lbs. each 6 - 11 - 6 ROOF TRUSS 1 - 9 - 12 2.19 0.00 Joint 2 Joint 6 384 lbs. 407 Ibs. -447 lbs. -204 lbs. _- s 1 CJ7 26 Ibs. each 7 - 5 - 0 ROOF TRUSS 1 - 11 - 0 2.19 0.00 Joint 2 Joint 6 419 lbs. 469 Ibs. -473 Ibs. -239 lbs. =_ 1 GR1 51 Ibs. each 12 - 11 - 0 ROOF TRUSS 1 - 10 - 0 3.10 0.00 Joint 2 Joint 5 1221 lbs. 1221 lbs. 473 lbs. -873 lbs. �\ - - -- - , 2 (1) 2 -Ply H1 61 lbs. each 12 - 11 - 0 2X4/2X6 COMMON 2- 0- 14 3.10 0.00 Joint 1 Joint 5 48661bs. 48661bs. -2429 lbs. -2429 Ibs. i 4 J1 5 Ibs. each 1 - 0 - 0 ROOF TRUSS 0- 9 -10 3.10 0.00 Joint 2 Joint 3 Joint 4 229 lbs. 90 lbs. 9 lbs. -350 lbs. -31 Ibs. . J1A 3 lbs. each 1 - 0 - 0 ROOF TRUSS 0 -9 -12 3.10 0.00 Joint 2 Joint 3 3181bs. 277 lbs. -568 lbs. -128 lbs. 4 J3 11 lbs. each 3 - 0 - 0 ROOF TRUSS 1- 3 -13 3.10 0.00 Joint 2 Joint 3 Joint 4 308 lbs. 75 lbs. 25 lbs. -379 lbs. -38 lbs. 0 - _ I 1- ] = -____ J3A 11 lbs. each 3 - 0 - 0 ROOF TRUSS 1- 3 -15 3.10 0.00 11 Joint 2 Joint 3 Joint 4 ny 311 lbs. 73 lbs. 25 lbs. l -388 lbs. -32 lbs. (C/4 N - _J L �- J5 17 lbs. each 5 - 0 - 0 ROOF TRUSS 1 - 10 - 0 3.10 0.00 Joint 2 Joint 3 Joint $ ij V .gyp 401 lbs. 182 lbs. 451bs j' N4k. rb rb -408 Ibs. -149 lbs. oj® % 6°4 r ri, LI ---_--_-.a 1 J5A 17 Ibs. each 5 - 0 - 0 ROOF TRUSS 1 - 10 - 4 3.10 0.00 Joint 2 Joint 4 'o'��oint 3 cr 00' 406 lbs. 441bs. 180 lbs.$ v�� -419 lbs. -144 lbs. tb N. = _ ,- I1 2 Ml 19 lbs. each 5 - 4 - 0 MONO TRUSS - 11 - 5 3.10 0.00 Joint 2 Joint 4 a .� 423 Ibs. 245 Ibs. -426 Ibs. -136 lbs. J -- ■ • ' '' "' 6 T1 113 lbs. each 26 - 9 - 0 ROOF TRUSS 3- 11 - 6 3.05 0.00 Joint 2 Joint 9 Joint 6 5741bs. 2000 lbs. 601 Ibs. -439 lbs. -1017 lbs. -290 lbs. /- _ - = - 1 V 1 31bs. each 2-0-0 ROOF TRUSS 0 -6 -3 3.10 0.00 Joint 1 Joint 2 631bs. 631bs. -50 lbs. -58 lbs. 1 V11 34 lbs. each 12 - 0 - 0 ROOF TRUSS 1- 6- 10 3.10 0.00 Joint 1 Joint 4 Joint 3 221 lbs. 656 lbs. 221 lbs. -116 lbs. - 3491bs. -116 lbs. 1 -- ' \l 1 V3 6 lbs. each 4 - 0 - 0 ROOF TRUSS 0- 6- 3 3.10 0.00 Joint 1 Joint 2 Joint 3 631bs. 1271bs. 63 Ibs. -58 lbs. -99 lbs. 48 Ibs. C /' 1 V3A 11 lbs. each 4 - 0 - 0 ROOF TRUSS 1- 0- 6 3.10 0.00 Joint 1 Joint 3 1481bs. 148 lbs. 41 lbs. -96 lbs. 1 V5 17 lbs. each 5 -10 - 8 ROOF TRUSS 1- 2- 1 3.10 0.00 Joint 1 Joint 5 Joint 4 189 Ibs. 274 Ibs. 40 lbs. -111 lbs. -140 lbs. -56 lbs. _ ;= 1 ----� V7 20 lbs. each 8 - 0 - 0 ROOF TRUSS 1- 0- 6 3.10 0.00 Joint 1 Joint 3 3131bs. 313 lbs. -179 lbs. -179 lbs. 1 V7A 23 Ibs. each 7 - 10 - 8 ROOF TRUSS 1 - 2 -1 3.10 0.00 Joint 1 Joint 5 Joint. 192 lbs. 366 Ibs. 1641 s. -111 lbs. - 2091bs. - 118lbs. I r Job Truss Truss Type 2 -6-08A CJ6 ROOF TRUSS Royal Truss Corp, Hialeah Gardens, FL 33016 -1 -10-10 1 -10-10 1 Qty Ply ORONI 2 ! 1 Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 03 13:35:18 2008 Page 1 3-8-14 3-8 -14 6-11 -6 3-2-8 Scale = 1:14.8 3x4 = 3-8-14 3-8 -14 LOADING (psf) SPACING 2-0 -0 TCLL 30.0 Plates Increase 1.00 TCDL 15.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2004/TP12002 2x4 11 6-11 -6 3 -2-8 DEFL in (loc) l/defl Ud Vert(LL) 0.00 2 """` 240 Vert(TL) -0.12 2-6 >609 240 Horz(TL) 0.00 n/a n/a CSI TC 0.72 BC 0.19 WB 0.07 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2= 384/0 -11 -5, 6= 407 /Mechanical Max Horz2= 126(LC 2) Max Uplift2=- 446(LC 2), 6=- 203(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -7 =0/11, 2 -7 =0/11, 2- 3=- 63/44, 3- 4=-5/0 BOT CHORD 2- 6 =0/0, 5 -6 =0/0 WEBS 3-6 =- 325/244 PLATES GRIP MT20 244/190 Weight 25 Ib { BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 446 Ib uplift at joint 2 and 203 Ib uplift at joint 6. 5) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 1 6) In the LOAD CASE(S) section, Toads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pif) Vert 1 -7 = -90 John A. Ilter, PE # 36205 Trapezoidal Loads (plf) 305-823-7303 Vert: 7= 0(F =45, B= 45)- to- 3=- 150(F = -30, B =-30), 3=- 90(F = -30, B=-30)-to-4=-96(F=-33, B =-33), 2=- 2(F =9, B= 9)- to- 5=- 35(F = -7, B = -7) MAR 0 4 2008 14337 Commerce Way Miami Lakes, FL 33016 russ :J7 - - - -- -- - - -- ----------------- ---- -- Truss Type ROOF TRUSS ------- - - - - -- Qty 1 PIy 1 - -- -------- - - - - -- ORONI Job Reference,(optional) -- Job Truss I Truss T '* Type Qty Ply . ORONI 2 -6 -08A � GR1 ROOF TRUSS 1 1 1_ _ .__ _ Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 03 13:35:19 2008 Page 1 -1-4 -0 1-4 -0 5 -0-0 5-0-0 7 -11 -0 12 -11 -0 2 -11-0 5-0-0 14 -3-0 1-4-0 Scale =1:26.3 5-0-0 7 -11 -0 12 -11 -0 5-0-0 - 2-11-0 5-0-0 Plate Offsets (X,Y): [2:0- 2- 4i0 -2 -0], [4:0-3-0,0-2-12115:0-2-4,0-2-0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 CSI TC 0.48 BC 0.65 WB 0.15 (Matrix) DEFL in (loc) I/defl Lid Vert(LL) 0.15 7-8 >974 240 Vert(TL) -0.24 7 -8 >602 240 Horz(TL) 0.07 5 n/a n/a PLATES GRIP MT20 244/190 Weight 51 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3 -2 -15 or BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4 -11 -0 oc bracing. REACTIONS (Ib /size) 2= 1222/0 -8-0, 5= 1222/0 -8-0 Max Upiift2=- 872(LC 2), 5=- 872(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/14, 2- 3=- 2890/1583, 3-4=- 2661/1543, 4-5= 2891/1582, 5-6 =0/14 BOT CHORD 2-8=- 1418/2701, 7-8 =- 1404/2659, 5-7=-1417/2703 WEBS 3-8=- 138/421, 3-7=- 179/183, 4- 7=- 138/489 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 872 Ib uplift at joint 2 and 872 Ib uplift at joint 5. 6) Girder carries hip end with 5-0-0 end setback. 7) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 321 Ib down and 198 Ib up at 7 -11 -0, and 321 Ib down and 198 Ib up at 5 -0-0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). John A. liter, 7303 6205 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 3 = -90, 3- 4=- 143(F = -52), 4- 6 = -90, 2-8=-20, 7-8=-32(F=-12), 5 -7 = -20 Continued on page 2 MAR a 4 2008 14337 Commerce Way Miami Lakes, FL 33016 Job 2 -6-08A Royal Truss LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=- 321(F) 7=- 321(F) 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 0313:35:19 2008 Page 2 John A. liter, 303 36205 MAR 0 4 2000 M74337 Coerce yy iami Lake ms m FL 33pay Truss Truss Type Qty . _ Ply ORONI GR1 ROOF TRUSS 1 ,, -.. _.:1 _._. Job Reference (optional) LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=- 321(F) 7=- 321(F) 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 0313:35:19 2008 Page 2 John A. liter, 303 36205 MAR 0 4 2000 M74337 Coerce yy iami Lake ms m FL 33pay 1 Job Truss 2 -6-08A H1 Royal Truss Corp, Hialeah Gardens, FL 33016 Truss Type 1 Qty Pty ORONI COMMON 1 2 Job Reference (optional) _ 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 03 13:35:20 2008 Page 1 3 -10-4 1 6 -5-8 1 9 -0 -12 I 12 -11 -0 3 -10-4 2 -7-4 2 -7-4 3.10 12 5x6 = 3 3-10 -4 Scale = 1:21.9 3 -10-4 3-10 -4 6-5-8 9 -0-12 2-7-4 2 -7-4 12 -11-0 3-10 -4 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TP12002 CSI TC 0.71 BC 0.72 WB 0.64 (Matrix) DEFL in floc) I/defl Lid Vert(LL) 0.22 6-7 >675 240 Vert(TL) -0.38 6-7 >396 240 Horz(TL) 0.07 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 123 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc BOT CHORD 2 X 6 SYP SS purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-4 -14 oc bracing. REACTIONS (Ib /size) 1= 4867/0 -8 -0, 5= 4867/0 -3-8 Max Uplift1- 2428(LC 2), 5=-2428(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2- 11442/5704, 2-3=-9366/4708, 3-4=- 9366/4708, 4-5 =- 11781/5873 - BOT CHORD 1- 8= 5414/10919, 7 -8= -5414/ 10919, 6- 7- 5599/11290, 5-6=- 5599/11290 WEBS 2 -8 =- 690/ 1554, 3-7 =- 2089/4248, 4-6=- 728/1633, 2 -7=- 2069/1034, 4-7=- 2461/1233 NOTES 1) 2 -ply truss to be connected together with 10d (0.148 "x3 ") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0 -9 -0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7 -0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2428 Ib uplift at joint 1 and 2428 Ib uplift at joint 5. 7) Girder carries tie-in span(s): 26-9 -0 from 0-0-0 to 12 -11 -0 John A. Ilt ®r, 305 -g23 -730 X205 LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 5 =- 693(F= -673), 1- 3 = -90, 3 -5 = -90 MAR 0 4 2008 M $mr Commce W y Lakes, er FL 33016 Job 2 -6-08A Truss J1 Royal Truss Corp, Hialeah Gardens, FL 33016 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Truss Type ROOF TRUSS -1-4 -0 -fi Qty 4 Ply 1 ORONI Job Reference Optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 03 13:35:20 2008 Page 1 1-4 -0 3.10F1 1 -0 -0 1 -0 -0 1 -0 -0 3x4 = 1-0-0 Scale =1:4.6 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.23 BC 0.00 WB 0.00 (Matrix) DEFL in (Ioc) I/defl Ud Vert(LL) 0.00 2 **** 240 Vert(TL) -0.00 2 >999 240 Horz(TL) 0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 5 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (lb /size) 2= 229/0 -8 -0, 4 =9 /Mechanical, 3 = -31 /Mechanical Max Harz 2 =60(LC 2) Max Uplift2=- 350(LC 2), 3= -31(LC 1) Max Grav2= 229(LC 1), 4=9(LC 1), 3 =91(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/14, 2 -3= -45/36 BOT CHORD 2 -4=0/0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 350 Ib uplift at joint 2 and 31 Ib uplift at joint 3. 5) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S) Standard John A. l ter, PE # 38205 823 -7303 MAR 0 4 2008 14337 Commerce Miami Lakes, FL 33016 Job Truss Truss Type QtY Ply ORONI 2 -6-08A J1A ROOF TRUSS 2 1 L Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 03 13:31:21 2008 Page 1 -1-4 -0 1 -0 -0 1-0-0 1 -0 -0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.38 BC 0.00 WB 0.00 (Matrix) DEFL in (Ioe) I/defl Vert(LL) 0.00 2 >999 Vert(TL) 0.00 2 >999 Horz(TL) 0.00 3 n/a Ud 240 240 n/a PLATES GRIP Weight: 4 lb LUMBER TOP CHORD 2 X 4 SYP No.2ND BRACING TOP CHORD BOT CHORD REACTIONS (Ib /size) 2= 319/0 -8 -0, 3 =- 127 /Mechanical, 3=- 127 /Mechanical Max Horz2 =81(LC 2) Max Uplift2=-568(LC 2), 3=- 127(LC 1), 3=- 127(LC 1) Max Grav2= 319(LC 1), 3= 277(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/33, 2- 3= -46/69 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL =5.0psf; BCDL= 5.0psf; Category C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding and 127 Ib uplift at joint 3. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard Structural wood sheathing directly applied or 1 -0-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. II; Exp C; enclosed; 568 Ib uplift at joint 2 John A. liter, PE 305- 823 - 7303205 MAR 0 4 2008 14337 Commerce Way Lakes, FL 33016 Job 2 -6-08A Truss J3 Royal Truss Corp, Hialeah Gardens, FL 33016 -1-4 -0 Truss Type Qty -Ply ORONI ROOF TRUSS 14 1 _ Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 0313:3521 2008 Page 1 3 -0 -0 3x4 = 3-0 -0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND 3-0 -0 CSI TC 0.34 BC 0.03 WB 0.00 (Matrix) DEFL in (Ioc) I/defl L/d Vert(LL) 0.00 2 **** 240 Vert(TL) -0.00 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight 11 Ib REACTIONS (lb /size) 3 =75 /Mechanical, 2= 309/0 -8 -0, 4 =25 /Mechanical Max Horz2=101(LC 2) Max Uplift3= -37(LC 2), 2=- 379(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/14, 2- 3= -50/17 BOT CHORD 2 -4 =0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 Ib uplift at joint 3 and 379 Ib uplift at joint 2. 5) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S) Standard John A. liter, PE # 38205 305- 823 -7303 LIAR 0 4 2008 94337 Commerce Way Miami Lakes, FL 33016 Job 2 -6-08A Truss J3A Royal Truss Corp, Hialeah Gardens, FL 33016 -1-4 -0 Truss Type ROOF TRUSS Qty 2 Ply 1 ORONI Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 03 13:35:21 2008 Page 1 3-0-0 1-4 -0 3-0 -0 3 Scale= 1:7.2 3x4 = 3 -0-0 3-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.35 BC 0.03 WB 0.00 (Matrix) DEFL in (Ioc) I/defl Ud Vert(LL) 0.00 2 **** 240 Vert(TL) -0.00 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight 11 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 3 =74 /Mechanical, 2= 312/0 -8 -0, 4= 25/Mechanical Max Horz2= 109(LC 2) Max Uplift3 =32(LC 2), 2=-388(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2- 3= -46/15 BOT CHORD 2 -4 =0/0 BRACING TOP CHORD BOT CHORD NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =13ft, TCDL= 5.0psf; BCDL= 5.0psf; Category C-C interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen f inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding and 388 Ib uplift at joint 2. LOAD CASE(S) Standard Structural wood sheathing directly applied or 3-0-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. II; Exp C; enclosed; or quality assurance 32 Ib uplift at joint 3 John A. Ilter, PE # 36205 305- 823 -7303 MAR 0 4 2008 Miami ekes FL 33016 Job 2 -6-08A Truss J5 Royal Truss Corp, Hialeah Gardens, FL 33016 -1-4 -0 Truss Type - Qty PIY ORONI ROOF TRUSS 3 1 Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 03 13:35:22 2008 Page 1 5 -0-0 1-4 -0 5-0 -0 Scale =1:10.5 3 3x4 = 5-0-0 5 -0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incl. YES Code FBC2004/TPI2002 CSI TC 0.35 BC 0.10 WB 0.00 (Matrix) DEFL in (Ioc) l/defl Ud Vert(LL) 0.00 2 ---- 240 Vert(TL) -0.04 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight 17 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND BRACING TOP CHORD BOT CHORD REACTIONS (Ib /size) 3= 182/Mechanical, 2= 402/0 -8-0, 4= 45/Mechanical Max Horz2= 145(LC 2) Max Uplift3=- 149(LC 2), 2=- 407(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/14, 2- 3= -66/42 BOT CHORD 2 -4 =0 /0 Structural wood sheathing directly applied or 5 -0 -0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 Ib uplift at joint 3 and 407 Ib uplift at joint 2. 5) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S) Standard John A. liter, PE # 36205 305- 823 -7303 MAR 0 4 2008 14337 Miami Lakes FL 33016 riob Truss 2 -6-08A J5A Royal Truss Corp, Hialeah Gardens, FL 33016 -1-4 -0 Truss Type ROOF TRUSS Qty TPly. 1 1 ORONI Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 03 13:35:22 2008 Page 1 5-0 -0 1-4 -0 5 -0 -0 Scale = 1:10.5 3 3x4 = 5-0-0 5-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.36 BC 0.10 WB 0.00 (Matrix) DEFL in (loc) I/defl Ud "" Vert(LL) 0.00 2 "" 240 Vert(TL) -0.04 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight 17 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 3= 181/Mechanical, 2= 406/0 -8-0, 4= 45/0 -4 -12 Max Horz 2= 154(LC 2) Max Uplift3=- 144(LC 2), 2=- 419(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/22, 2 -3= -63/39 BOT CHORD 2 -4 =0/0 " BRACING TOP CHORD BOT CHORD NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding and 419 Ib uplift at joint 2. LOAD CASE(S) Standard Structural wood sheathing directly applied or 5-0-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. II; Exp C; enclosed; for quality assurance 144 Ib uplift at joint 3 John A. Ilter, PE # 36205 305- 823 -7303 MAR 0 4 2008 M ami LaCommerce L 33016 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 DEFL in (Ioc) Udefl Ud Vert(LL) 0.00 2 "*""" 240 Vert(TL) -0.05 2-4 >999 240 Horz(TL) 0.00 n/a n/a Job 2 -6 -08A Royal Tr -1-4 -0 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 03 13:35:22 2008 Page 1 5-4-0 1 1-4 -0 5-4-0 Scale =1:11.3 2x4 I I 3 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 3x4 = 5-4-0 2x4 11 5-4-0 CSI TC 0.41 BC 0.12 WB 0.00 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2= 424/0 -8-0, 4= 246/0 -3-8 Max Horz 2= 161(LC 2) Max Uplift2=- 425(LC 2), 4=- 135(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/22, 2- 3=- 66/43, 3-4=- 197/159 BOT CHORD 2 -4 =0/0 PLATES GRIP MT20 244/190 Weight: 20 Ib BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 425 Ib uplift at joint 2 and 135 Ib uplift at joint 4. LOAD CASE(S) Standard John A. Ilter, PE # 36205 305 - 823 -7303 MAR 0 4 2008 Miami Lakes, FL 33016 Truss Truss Type Qty PIy ORONI M1 MONO TRUSS 2 1 Job Reference (optional) -1-4 -0 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 03 13:35:22 2008 Page 1 5-4-0 1 1-4 -0 5-4-0 Scale =1:11.3 2x4 I I 3 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 3x4 = 5-4-0 2x4 11 5-4-0 CSI TC 0.41 BC 0.12 WB 0.00 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2= 424/0 -8-0, 4= 246/0 -3-8 Max Horz 2= 161(LC 2) Max Uplift2=- 425(LC 2), 4=- 135(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/22, 2- 3=- 66/43, 3-4=- 197/159 BOT CHORD 2 -4 =0/0 PLATES GRIP MT20 244/190 Weight: 20 Ib BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 425 Ib uplift at joint 2 and 135 Ib uplift at joint 4. LOAD CASE(S) Standard John A. Ilter, PE # 36205 305 - 823 -7303 MAR 0 4 2008 Miami Lakes, FL 33016 Job 2-6 -08A Royal Truss Corp, Hialeah Gardens, -1-4 -0 6 -11 -14 13-4 -8 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 03 13:35:23 2008 Page 1 19-9 -2 26-9 -0 1-4 -0 6 -11 -14 3.05 FIT 6-4-10 6x6 = 4 33x4 = ` 3x5 = 10 9 2x4 II 6-4-10 6 -11 -14 6 -11 -14 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber lncrease 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 8 6x6 = 6x6 7 2x4 II 6 -11 -14 12 -1 -0 14-8-0 19 -9-2 26-9 -0 5-1 -2 2 -7 -0 5-1 -2 6 -11 -14 I Scale: 1/4 " =1' 3x5 CSI TC 0.67 BC 0.50 WB 0.75 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) 0.12 6-7 >999 240 Vert(TL) -0.25 6 -7 >699 240 Horz(TL) 0.02 6 n/a n/a PLATES GRIP MT20 244/190 Weight 114 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4 -7 -15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib /size) 6= 546/0 -3-8, 2= 477/0 -8 -0, 9= 2000/0 -8-0 Max Horz2 =26(LC 2) Max Uplift6= 290(LC 2), 2=- 439(LC 2), 9=-1016(LC 2) Max Grav6= 601(LC 4), 2= 574(LC 3), 9 =2000(LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/14, 2-3=-543/339, 3-4=-501/1229, 4-5= 119/486, 5-6=- 1174/506 BOT CHORD 2 -10=- 297/450, 9- 10=- 297/450, 8-9=-594/402, 7-8 =- 409/1060, 6- 7=- 409/1060 WEBS 3-10= 0/155, 3-9 =- 1328/710, 4-9=-1551/839, 4-8 =- 238/565, 5-8 =- 1373/779, 5 -7 =0/178 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 Ib uplift at joint 6, 439 Ib uplift at joint 2 and 1016 Ib uplift at joint 9. 5) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S) Standard John A. Ilter, PE # 36205 305- 823 -7303 MAR 0 4 2008 14337 Commerce Wa Miami Lakes, FL 33016 Truss T1 Truss Type - ROOF TRUSS Qty 6 Ply 1 ORONI Job Reference (_optional) Royal Truss Corp, Hialeah Gardens, -1-4 -0 6 -11 -14 13-4 -8 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 03 13:35:23 2008 Page 1 19-9 -2 26-9 -0 1-4 -0 6 -11 -14 3.05 FIT 6-4-10 6x6 = 4 33x4 = ` 3x5 = 10 9 2x4 II 6-4-10 6 -11 -14 6 -11 -14 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber lncrease 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 8 6x6 = 6x6 7 2x4 II 6 -11 -14 12 -1 -0 14-8-0 19 -9-2 26-9 -0 5-1 -2 2 -7 -0 5-1 -2 6 -11 -14 I Scale: 1/4 " =1' 3x5 CSI TC 0.67 BC 0.50 WB 0.75 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) 0.12 6-7 >999 240 Vert(TL) -0.25 6 -7 >699 240 Horz(TL) 0.02 6 n/a n/a PLATES GRIP MT20 244/190 Weight 114 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4 -7 -15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib /size) 6= 546/0 -3-8, 2= 477/0 -8 -0, 9= 2000/0 -8-0 Max Horz2 =26(LC 2) Max Uplift6= 290(LC 2), 2=- 439(LC 2), 9=-1016(LC 2) Max Grav6= 601(LC 4), 2= 574(LC 3), 9 =2000(LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/14, 2-3=-543/339, 3-4=-501/1229, 4-5= 119/486, 5-6=- 1174/506 BOT CHORD 2 -10=- 297/450, 9- 10=- 297/450, 8-9=-594/402, 7-8 =- 409/1060, 6- 7=- 409/1060 WEBS 3-10= 0/155, 3-9 =- 1328/710, 4-9=-1551/839, 4-8 =- 238/565, 5-8 =- 1373/779, 5 -7 =0/178 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 Ib uplift at joint 6, 439 Ib uplift at joint 2 and 1016 Ib uplift at joint 9. 5) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S) Standard John A. Ilter, PE # 36205 305- 823 -7303 MAR 0 4 2008 14337 Commerce Wa Miami Lakes, FL 33016 2-0-0 Scale = 1:3.9 Job Truss 2 -6 -08A V1 Royal Truss Corp, Hialeah Gardens, FL 33016 Truss Type ROOF TRUSS Qty Ply ORONI 1 1 1 Job Reference (optional) _ 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 0333:35:23 2008 Page 1 2-0 -0 2-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC20041TPI2002 CSI TC 0.04 BC 0.00 WB 0.00 (Matrix) DEFL in (loc) I/defl Vert(LL) n/a - n/a Vert(TL) n/a - n/a Horz(TL) -0.00 2 n/a L/d 999 999 n/a PLATES GRIP Weight 3 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 1= 64/2 -0-0, 2= 64/2 -0-0 Max Horz 1 =31(LC 2) Max Upliftl= -49(LC 2), 2= -57(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-17/13 BRACING TOP CHORD BOT CHORD NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) Gable requires continuous bottom chord bearing. 3) Bearing atjoint(s) 1, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain form should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding and 57 Ib uplift at joint 2. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard Structural wood sheathing directly applied or 2 -0 -0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. II; Exp C; enclosed; ula. Building designer 49 Ib uplift at joint 1 John A. Titer, PE # 36205 305 - 823 -7303 MAR 0 4 2008 14337 Commerce Way Miami Lakes, FL 33016 Job 2 -6-08A Truss V11 Truss Type ROOF TRUSS Qty 1 PI Y 1 ORONI Job Reference (optional) _ Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 03 13:35:24 2008 Page 1 6 -0 -0 12 -0-0 6-0 -0 6-0 -0 Scale = 1:19. 5x3 = 3.10 FIT 2 MIN 1 111 3 •#### #O########## O########## ##�4+ #i # # � ##.## # '## oO #� ♦ ~# ; * #4� ∎#O.###•###� ## i# ii############ •Po• ••s # • # .#. ♦# i Job 2 -6 -08A Truss V3 Royal Truss Corp, Hialeah Gardens, FL 33016 2 -0-0 Truss Type Qty Ply ORONI ROOF TRUSS 1 1 Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 03 13:35:24 2008 Page 1 4-0 -0 2 -0 -0 2 3.1011T 3x4 = 2 -0-0 Scale = 1:6.5 4 -0-0 Plate Offsets (X,Y): [2:0-2-0,Edgel 4 -0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.04 BC 0.00 WB 0.00 (Matrix) DEFL in (Ioc) I/defl Lid Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight 6 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 1= 64/4 -0-0, 2= 128/4 -0-0, 3= 64/4-0-0 Max Uplift1 =57(LC 2), 2= -98(LC 2), 3= -57(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-13/17, 2- 3= -13/17 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 Ib uplift at joint 1, 98 Ib uplift at joint 2 and 57 Ib uplift at joint 3. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard John A. liter, PE 36205 305- 823 -7303 MAR 0 4 2008 14337 Commerce Way Miami Lakes, FL 33016 Job 2 -6 -08A Truss V3A Truss Type ROOF TRUSS Qty 1 I Ply 1 ORONI Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 03 13:35:24 2008 Page 1 1 4-0 -0 2x4 • II 4-0-0 2 Scale = 1:6.: 3.10171i 1 • • %%%%%%%i....i, ii�o i.i iiiii Job 2 -6 -08A (Truss V5 Royal Truss Corp, Hialeah Garde 4 -6-8 4-6-8 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 03 13:35:25 2008 Page 1 3.10 12 2 4x5 = 5-10 -8 1-4 -0 Scale = 1:9.9 3 2x4 11 3x4 5-10 -8 2 x 4 I I 2x4 I I 5 -10-8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.25 BC 0.05 WB 0.05 (Matrix) DEFL in (Ioc) Vdefl Lid Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 4 n/a n/a —H PLATES GRIP MT20 244/190 Weight: 18 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 1= 190/5 -10-8, 4= 40/5 -10 -8, 5= 274/5 -10-8 Max Horz 1 =75(LC 2) Max Upliftl=- 110(LC 2), 4=-56(LC 2), 5=- 139(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= -65/0, 2- 3 =0/0, 3-4=-53/49 BOT CHORD 1 -5=- 29/33, 4 -5 =0/0 WEBS 2 -5= 200/180 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10 -8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 Ib uplift at joint 1, 56 Ib uplift at joint 4 and 139 Ib uplift at joint 5. LOAD CASE(S) Standard John A. liter. PE # 36205 305- 823 -7303 MAR 0 4 2008 14337 Commerce wa Miami Lakes, FL 33018 Truss Type Qty Ply ORONI ROOF TRUSS 1 1 L__ - -__ Job Reference (optional) 4 -6-8 4-6-8 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 03 13:35:25 2008 Page 1 3.10 12 2 4x5 = 5-10 -8 1-4 -0 Scale = 1:9.9 3 2x4 11 3x4 5-10 -8 2 x 4 I I 2x4 I I 5 -10-8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.25 BC 0.05 WB 0.05 (Matrix) DEFL in (Ioc) Vdefl Lid Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 4 n/a n/a —H PLATES GRIP MT20 244/190 Weight: 18 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 1= 190/5 -10-8, 4= 40/5 -10 -8, 5= 274/5 -10-8 Max Horz 1 =75(LC 2) Max Upliftl=- 110(LC 2), 4=-56(LC 2), 5=- 139(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= -65/0, 2- 3 =0/0, 3-4=-53/49 BOT CHORD 1 -5=- 29/33, 4 -5 =0/0 WEBS 2 -5= 200/180 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10 -8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 Ib uplift at joint 1, 56 Ib uplift at joint 4 and 139 Ib uplift at joint 5. LOAD CASE(S) Standard John A. liter. PE # 36205 305- 823 -7303 MAR 0 4 2008 14337 Commerce wa Miami Lakes, FL 33018 Job Truss -Truss Type 2-6 -08A V7 ROOF TRUSS Royal Truss Corp, Hialeah Gardens, FL 33016 4-0 -0 Qty Ply ORONI 1 1 Job Reference (optional)_ 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 03 13:35:25 2008 Page 1 8 -0 -0 4-0 -0 3.10 ffIT 3x4 = 4 -0 -0 Scale = 1:13.0 3x4 8-0-0 3x4 Plate Offsets (X,Y): [2:0- 2 -0,Edge] 8-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.22 BC 0.24 WB 0.00 (Matrix) DEFL in (Ioc) I/defl Vert(LL) n/a - n/a Vert(TL) n/a - n/a Horz(TL) 0.01 3 n/a Ud 999 999 n/a PLATES GRIP MT20 244/190 Weight 21 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD BOT CHORD 2 X 4 SYP No.2ND BOT CHORD REACTIONS (Ib /size) 1= 314/8 -0 -0, 3= 314/8 -0-0 Max Upliift1=- 178(LC 2), 3 — 178(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2= 539/416, 2- 3=- 539/416 BOT CHORD 1- 3=- 370/497 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL =5.0psf; BCDL =5.0psf; Category C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding and 178 Ib uplift at joint 3. LOAD CASE(S) Standard Structural wood sheathing directly applied or 6-0 -0 oc purlins. Rigid ceiling directly applied or 9-6-6 oc bracing. II; Exp C; enclosed; for quality assurance 178 Ib uplift at joint 1 John A. Ilter, PE # 36205 305- 823 -7303 MAR 0 4 2008 Miami Lakes, FL 016 Job , Truss Truss Type ' Qty Ply ORONI 2 -6 -08A V7A ROOF TRUSS 1 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Mar 03 13 :35:25 2008 Page 1 1 4 -6 -8 4-6-8 3.10 12 1 7 -10 -8 4x5 = 2 3-4-0 1 Scale = 1:13.4 3 2x4 11 3x4 7 -10 -8 2x4 11 2x4 11 7 -10-8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.25 BC 0.06 WB 0.08 (Matrix) DEFL in (Ioc) i/defl Ud Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 4 n/a n/a PLATES GRIP MT20 244/190 Weight 24 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1 =193/7 -10-8, 4 =165/7 -10-8, 5= 367/7-10 -8 Max Harz 1 =73(LC 2) Max Upliftl=- 111(LC 2), 4=- 118(LC 2), 5=-209(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= -79/9, 2- 3 =-0/0, 3- 4= 1431128 BOT CHORD 1- 5=- 41/47, 4 -5 =0 /0 WEBS 2-5=-288/253 BRACING TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 Ib uplift at joint 1, 118 Ib uplift at joint 4 and 209 Ib uplift at joint 5. LOAD CASE(S) Standard John A. liter, PE # 36205 305- 823 -7303 MAR u 4 2008 14337 Commerce Way Miami Lakes, FL. 33016 Iiter Engineering, Ltd. Co. 3320 PHONE (954) 600 -7123 •P FAX ,(305) 512-9424 • E-MAIL ILTER@BELLSOUTH.NF.T December 20, 2006 Eddie Davies Royal Truss, Inc. Medley, FL Re: End Jack Connection Detail- Top chord to corner jack/Hip girder Dear Eddie, As you requested, I investigation the connection requirements for open -ended 'ac corner set based on the following parameters: 1 ks in a standard Spacing: 2''- 0" o.c. Gravity Load: 30 + 15 + 0 + 10 PSF Wind Load: 146 MPH, Components and Cladding loads, ASCE 7 -02 per FBC 2004 Occupancy category 11, exposure C, 25 ft. above ground, 10 PSF dead load. Lumber: 2x4 No. 2 SYP minimum top and bottom chord (no webs) Pitch: 2:12 to 6 :12 16d Toe -Nail CaQacitv = 154 * .83 * .77 * 1.33'= 130# Approved Hurricane Clip Min. capacity 400# each direction. Bottom Chord Reaction Top Chord Connection If you have any questions regarding this matter, please do not hesitate to call. Sincerely, John A. liter/4 FL Reg Eng. tCornmerce way kes, FL 33016 No 36205 Titer Engineering, Ltd. Co. 143;; COMMRR(:R WAY, MIAMI LAKES, FL 33016 PHONE (305) 333 -7303 •FAX (305) 823 -7304 • U• MAIL J1LTL1t@1LT13I$JNG.COM May 21, 2007 Eddie Davies Royal Truss, Inc. Medley, FL Re: Corner. Jack Connection Detail - CJ5 Dear Eddie, As you requested, I investigation th connection requirements for a 5' — 0" setback corner jack with a 2 panel top chord and a vertical,: connected to a 3. 0" setback hip girder based on the following parameters: Gravity Load: 30 + 15 + 0 + 10 PSF Wind Load: 146 MPH, Components and Cladding loads, ASCE 7 -02 per FTC 2004 Occupancy categoxy II, exposure C, 25 ft. above ground, 10 PSF dead load. umber: 2x4 No, 2 SYP minimum top and bottom chord Pitch: 3:12 — 6 :12 16d Toe -Nail Capacity — 154 * . 83 * .77 * 1.33 130# ` -Mark. I Span . End Reaction ' Top Chord : Connection < Bott. Ch.. Connection i i - (3). 16d . Toe -nails t' .:.Total Nail Capaci 780# Gravity Uplift : CJ5 . 7 -0- 14 447# 6624 (3).16d Toe- nails if you have firiy questions regarding this natter, please do not hesitate to call. .. Sincerely, : John • OS- g�3_7�3 OS John A. Ilter..; I?.£. MAR 0 4 2000 FL Reg Eng. No 3 Comr,ero Lakes. F L 330ig a Continuous Bracing © 24" o.c. in areas without plyw. sheathing ilk A MEM__ A NI El Mil � 'i11111111111I_I�l�lr —l► Valley Trusses Valley Truss Supporting Truss Partial Roof Layout 12 pitch 4 o7 Valley Trusses @ 24" o.c. -■1441inii IPA o 314. 6" wedge nailed to truss w/ 2-8d toe - nails, or bevel cut bottom chord of valley truss Strap © 48" o.c. (see note) Supporting trusses © 24" o.c. Design Loads: 30 + 16 + 0 + 10 PSF, 33% DOL Wind Speed 150 MPH, 10 PSF Dead load Lumber. 2x4 No. 2 ND SYP min. chords 2x4 No. 3 SYP min. webs Notes: (a) Provide cont. bracing on verticals over 6' - 3 ". Connect bracing to verticals w/ 2,10d nails. Bracing must be tied to a fixed point at ends. (b) Max. spacing for vertical studs is 6' - 0 ". (c) Conn. for uplift with min. 1 -1/4" 16 ga. twist strap at 4' - 0" o.c. with 4, 10d nails each side of strap. (ASCE 7-02, FBC 2004) (d) Brace top chords of supporting trusses with plywood sheathing or 2x4 cont. bracing at 24" o.c. Titer Engineering Ltd. Co. 3320 Paddock Road Weston, FL 33331 954- 600 -7123 John • rrr® = 3�3->�13�2pa p MAR 04 20 Johr�i� �1. .E. FL Reg Eng.#3 j Customer. Job: Project: Date: 12/20/06 Scale: NTS Royal Truss Valley Detail Job Piggy Truss base Truss Typd ROOF TRUSS Qty 1 Ply 1 Notes: Brace structural top chord at 2' 0" o.c. max. Attach to top or bottom chord of supporting truss with 2, 10d nails. Bracing to be secured at each end and diagonally braced as required by project engineer or architect Note: Vertical members may be connected to supporting truss with 3x6 Nail -on plate, using (8), 1 -1/2" long, 11 gage nails per plate 2x4 cont. bracing spaced at 24° o.c., conn. to base truss and piggyback truss w/ (2), 16d toe nails. Bracing to be properly secured at ends. 4x4 Required Web Bracing: Web Length up to 4' - 0" : No Bracing Web Length 4' - 0" tp 8' - 0": 2x4 "T" -Brace 2x4 Piggyback Hip Detail ET1 LOADING (psf) SPACING 2-0-0 TCLL 30.0 Plates Increase 1.33 TCDL 15.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code BRACING TOP CHORD , Sheathed or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied NOTES 1) This truss has been designed for the loads generated by 150 mph winds at 25 ft above ground level located 10 mi from the hurricane oceanline. ASCE 7 -02/ FBC 2004 LUMBER components and cladding external pressure coefficients for the interior (1) zone TOP CHORD 2 X 4 SYP No.2 and 5.0 psf top chord and 5.0 psf bottom chord dead Toad are being used. The BOT CHORD 2 X 4 SYP No.2 design assumes occupancy category II, terrain exposure C and internal pressure WEBS 2 X 4 SYP No.3 coefficient condition I. The lumber DOL increase is 1.33, and the plate grip increase is 1.00 liter Engineering, Ltd. Co. 3320 Paddock Road Weston, FL 33331 (954) 600 -7123 '°-rr6P 0543231 # 3S. �P3 205 MF P.E. FL Reg. Eng. Igo °'36205 MIAMI' DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 United Steel Products Company. 703 Rogers Drive. Montgomery, MN 56069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami. Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High velocity Hurricane Zone. DESCRIPTION: JL, JUS, SIKH & HJC. Joist Hangers. APPROVAL DOCUMENT: Drawing No. HJC/ JUS/ SKH/ JL, sheet 1 and 2, dated 03/20 /O1with no revisions, prepared by United Steel Products Company signed and sealed by T. A. Kolden PE, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami- Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved or MDCPCA ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been -no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 01 -0327.04 consisting of this page, evidence page & approval document mentioned above. The submitted documentation was reviewed by Cand* ont PE. NOA No: 06- 0601.03 Expiration Date: June 04, 2007 Approval Date: July 20, 2006 Page 1 • , s United Steel Products Company. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawings prepared by United Steel Products Company, titled "Face Mount Joist Hangers ", Drawing No. HJCIJUS /SKH/JL, sheet 1 and 2 of 2, dated 03/20/01 with no revisions, signed and sealed by T. A. Kolden, PE. B TEST Test reports on wood connectors per ASTM D1761 by Maxim Technologies Inc., signed and sealed by S. L. Muschinske, PE. Report No. Wood Connector Direction Date 1. 3013 -71 -3301 JL Series Upward & Down 01/12/97 2. 3013 -71 -3301 JUS Series Upward & Down 01/12/97 3. 3013 -71 -3301 • SKH Series Upward & Down 01/12/97 4. 3013 -71 -3301 HJC Series Upward & Down 01/12/97 C CALCULATIONS 1. Face Mount Hangers Series Calculations prepared by T. A. Kolden, signed and sealed by T. A. Kolden PE.on 04/1.2/97. STATEMENTS No Financial Interest &. Code Compliance letter issued by Thomas F. Devening PE, signed by T. F. Devening PE on 04/12/97. Letter of No Change issued by United Steel Products Co, dated 05/02/2001 and signed by T. A. Kolden, PE. Merger Documents issued by the State of Minnesota on 02/14/200 and signed by the Secretary of State, M. Kiffineyer. One time approval letter issued by Metro Dade County on 06 /20/05, signed by C. F. Font PE and accepted by R. Lutz PE. E -1 07200,0 Candi ' o F. ont PE. Sr. Product Control Examiner NOA No 06-0601.03 Expiration Date: June 04, 2007 Approval Date: July 20, 2006 PRODUCT CODE STEEL GAUGE DIMENSIONS an.) DIMENSIONS Cln.) FASTENER SCHEDULE ALLOWABLE LOADS (lbs.) ALLOWABLE LOADS (lbs.) H W A H JOIST D A HEADER JOIST JUS24' DOWN 1 9/16. UPLIFT HJC26• 12 • 5 7/8' 5 3/8 3 114 1 3/4 (16) 16d (12) 10d ' 2245 - 1550_' HJC28' 12 ' 5 7/8' 6 3/4 ' 3 1/4 1 3/4' (20) 16d (14) 10d • 2805 • 2015 " 1 Published toad Is for total of hip of 45 degrees and Jack at 90 degrees conbined.• 2 Minimum header thickness shall be 2 inches for 16d nails. • 3 Allowable DOWN load listed is at 1002 Duration. of Load - TYPICAL HJC INSTALLATION PRODUCT CODE STEEL GAUGE DIMENSIONS an.) FASTENER SCHEDULE ALLOWABLE LOADS (lbs.) V H D A HEADER JOIST DOWN UPLIFT JUS24' 18 . 1 9/16. 3 1/8 . 1 3/4 1 (4) 10d • (2) 10d 645 . N/A ' JRiS26 18 . 1 9/16. 4 13/16 1 3/4 1 • (4) 10d ' (4) ION 840 ' 860 . JJS2B ' 18 , 1 9/16 6 11/16' 1 3/4 1 • (6) 10d• (4) 10d ' 1065 ' 860 • J US2l0 • 18 / 1 9/16' 7 13/16 1 3/4 1 • <8) 10d • <4) 10d 1290 1 860 " 1 Specified Joist nails shall be Installed at 30 to 45 degrees horizontally such that they penetrate through the end of the Joist and into the header. 2 Minimum header thickness shall be 1 3/4 inches for 10d nails. ' 3 Allowable DOWN load listed is at 100Z Duration of Load - 4 Uplift Loads listed as N/A had upUFt capacity less than the required 700 pounds. TYPICAL JUS INSTALLATION GENERAL NO ES' 1) STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL GRADE 33: U.O.N. AND A MINIMUM GALVANIZED COATING OF G -60 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED' 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED B A SHORT TERM DURATION FACTOR OF 335 FOR WIND LOAD CONDIT1OT1. NO FURTHER INCREASE ALLOWED.- 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHIRT TERM DURATION FACTOR ' 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1991 EDITION 6 1993 ERRATA. FOR SOUTHERN YELLOW PINE (Go 0.55 OR BETTER) IL TEST PERFORM IN ACCORDANCE WITH ASTM 01761 asap: tN"t' ii&tia Mai v et"' t:'2,7,41# UNITED STEEL. PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY MN 56069 FACE MOUNT JOIST HANGERS DATE+ _..420,PL0J . DRAWING NUMBER :IjJC./91K,ij/Jl. SHEET NUMBER: _I A__ (,(9°}°. D, 3.9° � THOMAS A. KOLDEN, P.E. CIVIL NUMBER FL #50899 DI -0317• &¢ ltls=safety,alertt,symbot is used'. to_.attracVyour atte.ntio.ni PERSONAL SAFETY IS INVOLVED! When �you;see:thls syrr>bol t�E+�OME ALERT , NEEQ ITS MESSAGE _,...... ...1.1.x, . .,.., a..:.. �QAUTION ', A. GAUTIQN ;- .lctentlfies :safe: operating ,, praFUces•or Indicates nsafe concgitionss that could ;,..�� result In personal injur4 ^ox damage, to. structures. . HiB -91 Summari Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° It is the responsibility of the Installer (builder, building contractor, licensed contractor erector or erection contractor to •ro• :rl receive unload store handle, Install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiortothe project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfloor.These recommendations are based upon the collective experience of leading technical ti AUTION: The builder, uUdingcontr Yfc, 1t. Cactor,4erector*„*r_0tion� c) ►...;: it obtain -end read the spare- oe Recommendations °for a #4 ,410 jt, arte ;; Cora 14fror*ftie uss Platy NGER, A- DANGERa'deslgnates a; t:onditiorr ere fallurc to fioll9w instructions or heed warn ng= ±ill most :likety resuttyin "serIoits personal'; njury.or'death ;o 'dattiag to structtjre . .. fiNINGY A WARh11NG ;dese'lt es' a: condition, sere failureto t'alio lr lnatructlo is eould result in, evere`perebifeljnjury ordamagete structures:. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53718 (608) 833-5900 personnel in the wood truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arisingfromthe use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission • of the publisher. Printed in the United States of America. ottld befo less nneetl ni Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. .4.4„..7. ..._:, F WARNING: Do not break banding until installa•': ,. `lion begins or lift bundled trussekby the bands"` .,_WARNING: Do not use damaged trusses: Trusses stored vertically should be braced to prevent toppling or tipping. Frame 1 pprightuniesa'" 1 d NGER ' Waiking .on trusses which are-lying at is extrenlelj dangerous and should be strictly prohibited. Approximately Approximately 1/2 truss length '/a truss length Truss spans less than 30'. SpreaderBar Toe In Toe In Spreader Bar Approximately Ya to 2/ truss len Less than or equal to 60' MECHANICAL ISTALLATION Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo -, rary bracing is installed. Strongback/ SpreaderBar Greater than 60' 10' Toe In Approximately '/a to 35 truss len th Less than or equal to 60' At or above mid- height Tag Line Approximately 35 to ?/4 truss length` Greater than 60' ir. es de efgtine�t ,'GROUND BRACING. BUILDING INT ERI IGROUN Top Chord �T ■ Typical vertical attachment Plan End all Blocking Gr nd brace ertical (GBV) . t '.ttryae ofbra amnia?! trusses Ground brace diagonals (GB& Ground brace vertical (GBV) Ground Brace Verticals GBV) Backup ground stake Driven ground stakes Strut (St) Typical horizontal tie member with multiple stakes (HT) e, t AUTION "Ground bracing regi4r'e Frame 2 vtruss of brae ..group of trusses cc(EB) Top chords that are latorallybraced canbuckle togetherand causecollapse inhere lane diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when puriina are attached to the topside of the top chord. 12 ` —� 4 or greater *1411 bsn-11 MALti nosh_ Imo,, Up to 32' MINIMUM PITCH:;r TOP CHORD ' LATERAL BRACE SPACING(LBc� 4/12 8' TOP CHORD DIAGONAL BRACE SPACING (DB& [# trusses] SP /DF Over 32' - 48' Over 48' - 60' 4/12 6' 4/12 5' 20 10 6 SPF /HF 15 7 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. SP . Southern Pine SPF - Spruce- Pine -Fir Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required iq Up to 28' MINIM PITCH DIFFERENCE 2.5 TOP ClioRL,. LATERAL BRACE SPACING(LB� 7' TOP CHORC. DIAGONALBI SPACING (G Over 28' - 42' Over 42' 60' Over 60' 3.0 3.0 6' SP /DF 17 9 .SPF H( F 12 6 5' 5 See a registered professional engineer 3 DF - Douglas Fir- Larch SP Southern Pine HF Hem -Fir ; SPF - Spruce- Pine -Fir Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required All lateral braces lapped at least 2 trusses, Frame 3 Top chords that are laterally braced can buckle togetherand ca use collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS WEB MEMBER PLANE J 12 ----1 4 or greater -44%7441\.. ' 0041,// ...a 4,0 irk° r f , „la Bottom chord diagonal bracing repeated at..each end of,the buiiding.and.at same spacing. as- top: chord.dtag� nal _bracing:-'. �— Permanent yes continuous tea, lateral bracing °q as specified by the truss engineering. SPAN MINIMUM PITCH- BOTTOM CHORD LATERAL BRACE SPACING(LBS) BOTTOM CHORD DIAGONAL BRACE SPACING (DBS) (# trusses] SP /OF SPF /HF Up to 32' 4/12 15' 20 15 Over 32' - 48' 4/12 15' - 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer uF - Douglas Fir -Cart HF - Hem -Fir wthesreccrnr>�nlatloit coax! d�ma etQ uS$$ to mamas: Frame 4 SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Cross bracing repeated at each end of the building and at 20' intervals. SPAN MINIMUM DEPTH CHORD . LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (DBs) '; [ # 'trusses] SP /DF SPF /HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce - Pine -Fir 2x4/2x6' PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 10' or Greate Attachment Required 30" or greater The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are eas ' r " stability and -must,be dupflc r both ends of the.truss system: Fa][uretofo11oi rrioaC�ar��r 4x2,:PARALLEL:CHORD TRUSSTOP CHORD . I Top chords that are laterally braced can buckle togetherand cause collapse inhere isnodiago- nal tracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1y Continuous Top Chord Lateral Brace Required 10° or Greater Attachment / Required --' 30yoes) End diagonals are essential ford, stability and must be duplicat both ends of the truss system. Frame 5 Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. MONO TRUSSI SPAN • '.• .: . MINIMUM PITCH : .1 ; .. :'' !, • :;.• :: ., . • ,. ' ' '. ''.'..,, '. ' TOP CHORD . LATERAL BRACE SpACING(LBs) . • • . ;-,,i.i,i1::■:: .1 .-: ;',:.: 0.:! ..11,1iiI:i!:::,.. • TOP.CHORD ''::"' ' • DIAGONAL BRACE SPACING (COS) :: :!; !'.. [# trusties] SP/DF 17 SPF/HF 12 Up to 24' 3/12 8' Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' -- -- See a registered professiona engineer - - ur - iougias 19r-Larc HF - Hem-Fir SP - Southern Pine SPF - Spruce-Pine-Ft Diagonal brace also required on end verticals. .o? 12 —13 or greater 49- All lateral braces lapped at least 2 trusses. Top chords that are laterally braced can buckle togetherand cause collapse if there Irmo diago- nal bracing.. Diagonal bracing should be nailed •to the underside of the top chord when purlins are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required tk.V.2'41, ARN1 Gq411ur9, Wolle*-theier Zt.jr , .evet Alqhf o ; PI; PLUMB INSTALLATION .TO LERAN D(in) . :.1?/*):: :ii. ... BOO '..'. 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' Lesser of D/50 or 2" Maximum Misplacement Plumb Line OUT-OF-PLUMB INSTALLATION TOLERANCES, Length L(In) • BOW ........ : .................... .. ....... ............. : .......... ... —1 Lesser of L/200 or 2" L(In) Lin) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' WARNING: Do not cut trusses. Frame 6 L(in) . ........... Lesser of L/200 or 2" L(In) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 3 1-1/2" 25.0' OUT-OF-PLANE INSTALLATION ERANCES. DANGER: Under no ircustances 'should construction loads of any description be placed on unbraced trusses. fAt f c i. it Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/13/2008 Inspector: Grande, Claudio Owner: FILL, NORRIS JOHN Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Block: Phone Number Parcel Number 1131010220350 Lot: Phone: (305)685 -0412 Building Department Comments DEMO OLD GARAGE NEW BATHROOM AND EXPAND NEW WINDOWS AND SHUTTERS GARAGE, NEW FAMILY ROOM ON NEW OPENINGS • il Inspector Comments `(e 4 r - Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, March 12, 2008 Page 2 of 2 01114PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 DATE OF TREATMENT: 3 (3 (,O BUILDER NAME: TREATMENT ADDRESS: JOB #: SPRAY & TAMP SPRAY ONL CHEMICAL. attocj ( MONOLITHIC TIME OF TREATMENT: IN (, -41 0 APPLICATOR-: -6 a OUT 0 AIL 1r n .J( (013 5 /Ili+® LOT: BLOCK: SPRAY # S/F L/F CHEMICAL: DATE OF TREATMENT: S. STATE ROAD 7 SIDENTIA UNIT: COMMERCIAL A DITION� STEMWALL PERIMETER TREATMENT GALLONS SF L/F GALLONS APPLICATOR: PLANTATION, FLORIDA 33317 954 -584 -8588 ®1 -800- 749 -8588 FAX: 954584 -6117 Inspection Date: 03/17/2008 Inspector: Rodriguez, Jorge Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: FILL, NORRIS JOHN Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Roof Sheathing Work Classification: Addition Block: Phone Number Parcel Number 1131010220350 Lot: Phone: (305)685 -0412 Building Department Comments DEMO OLD GARAGE NEW GARAGE, NEW BATHROOM AND EXPAND FAMILY ROOM NEW WINDOWS AND SHUTTERS ON NEW OPENINGS AQ®t Passed Inspector Comments e7r Failed Correction Needed Re- Inspection Fee ($76) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, March 14, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/11/2008 Inspector: Grande, Claudio Owner: FILL, NORRIS JOHN Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ORONI INC 12 Permit Type: Residential Construction Inspection Type: Rake Beam Work Classification: Addition Block: Phone Number Parcel Number 1131010220350 Lot: Phone: (305)685 -0412 Building Department Comments DEMO OLD GARAGE NEW GARAGE, BATHROOM AND EXPAND FAMILY NEW WINDOWS AND SHUTTERS NEW ROOM ON NEW OPENINGS SM ✓ Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, March 10, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Ot•• z, Inspection Date: 02/19/2008 Inspector: Grande, Claudio Owner: PITTS, ALVARETTA Job Address: 125 100 Terrace NW wg Miami Shores Village, FL Project: <NONE> Contractor: BAN BIN OF MIAMI, INC. Permit Type: Fence/Wall Inspection Type: Foundation Work Classification: Iron /Omamental Block: Phone Number Parcel Number 1131010220240 Lot: Phone: 305 -935 -1176 Building Department Comments FURNISH AND INSTALLATION OF86 FT .X 4 FT HIGHT OF ALUMINUM FENCE WITH FLOWER OF LIZ ON TOP. BROZE COLOR WITH ONE WALK GATE ANS ONE PRIVE GATE ) 5) 0 C(67/ Passed Inspector Comments mld Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, February 15, 2008 Page 2of2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/21/2008 Inspector: Grande, Claudio Owner: FILL, NORRIS JOHN Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Tie Beam Bond Beam Work Classification: Addition Block: Phone Number Parcel Number 1131010220350 Lot: Phone: (305)685 -0412 Building Department Comments DEMO OLD GARAGE NEW GARAGE , NEW AND EXPAND FAMILY ROOM NEW WINDOWS AND SHUTTERS ON NEW BATHROOM OPENINGS Passed P Inspector Comments cc v Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, February 20, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection D Inspector: Owner: Job Address: Project: Contractor: te: 02/21/2008 YttAAoie i FILL, NORRIS JOHN 126 100 Street NW Miami Shores Village, FL 33138- <NONE> ORONI INC Permit Type: Residential Construction Inspection Type: Columns Work Classification: Addition Block: Phone Number Parcel Number 1131010220350 Lot: Phone: (305)685 -0412 Building Department Comment DEMO OLD GARAGE NEW GARAGE , NEW BATHROOM AND EXPAND FAMILY ROOM NEW WINDOWS AND SHUTTERS ON NEW OPENINGS I/ Passed / Inspector Comments CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, February 20, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/25/2008 Inspector: Grande, Claudio Owner: PITTS, ALVARETTA Job Address: 125 100 Terrace NW Miami Shores Village, FL Project: <NONE> Contractor: BAN BIN OF MIAMI, INC. Permit Type: FenceNVaII Inspection Type: Final Work Classification: Iron /Ornamental Block: Phone Number Parcel Number 1131010220240 Lot: Phone: 305 - 935 -1176 Building Department Comments FURNISH AND INSTALLATION OF86 FT X 4 FT HIGHT OF ALUMINUM FENCE WITH FLOWER OF LIZ ON TOP. BROZE COLOR WITH ONE WALK GATE ANS ONE PRIVE GATE 4 /i/D ( c4 6 TO �� ci(4/ Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, February 22, 2008 Page 2 of 2 i' Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/19/2008 Inspector: Dacquisto, David Owner: FILL, NORRIS JOHN Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Block: Phone Number Parcel Number 1131010220350 Lot: Phone: (305)685 -0412 Building Department Comments DEMO OLD GARAGE NEW GARAGE, NEW BATHROOM AND EXPAND FAMILY ROOM NEW WINDOWS AND SHUTTERS ON NEW OPENINGS rat„,, .211 , Passed �°l6� o ij Inspector Comments mld Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, February 19, 2008 Page 1 of 2 B OMD=AR:11.50'RVEY LEGEND CONC CONCRETE SWK SIDEWALK (TYP) TYPICAL CENTERLINE EM ELECTRIC METER C &G CURB & GUTTER PL PLANTER BS BELLSOUTH -, UTILITY POLE .) GUY POLE DPP SPOT ELEVATION (NGVD29 DATUM) O �.I 01 O 126 NOERTFli %iT ;I Q0!'H STET, MIAMI LYING AND BEING IN MIAMI —DADE COUNTY, FLORIDA • INACCESSIBL± • ▪ •• IN TREE • • • • • :A cio: ••• • D NAIL x,j • ••• "CLF''•ON • - " x x NO ID ,. (\ •.a�° • • •• ••• •• 0 • •• •\ ••••••• `90 c0 - ••• • • • • •• • ,`.4 �O, • • • • • •• • • • • • • • • • • R,, LOT 2 BLOC C LOT 3 BLOCK 5 A 52.9' EM x 06 N - -0.2'x - M F) -11.00- + ,moo `9s 75.00'(R)(M) '�'�, 9V\ FD CM LP 1 2" PLANTER STEPS -- 11.60 -- N N 45 75.00'(R)(M) FD NAIL NO ID FIP 1/2" in 1.10 SPHALLT APPROVED 0P.MG DPPI DG DEPT E:LI CT TO COMPLIAN ORTH.WEST:100TH STREET ASPHALT PAVEMENT WI IH ALL FEDERAL coUNTY RULES AND REGULATIONS LEGAL DESCRIPTION LOT 3 AND THE EAST 1/2 OF LOT 2, OF BLOCK 5, OF GOLDCREST, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 21, PAGE 56 OF THE PUBLIC RECORDS OF MIAMI —DADE COUNTY, FLORIDA. TO THE BEST OF MY KNOWLEDGE AND BELIEF AND IN MY PROFESSIONAL OPINION, THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS IN CHAPTER 61G17 -6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUTES DON D T. • SAY PROFESSION ;I/ SURVEYOR & MAPPER #5851 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER NOTES: 1. UNDERGROUND ENCROACHMENTS AND UTILITIES, IF ANY, NOT LOCATED. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND /OR RIGHTS —OF —WAY OF RECORD. 3. ELEVATIONS SHOWN HEREON ARE BASED ON MIAMI —DADE COUNTY BENCHMARK #B -26 —RA WITH ELEVATION 17.24' NGVD 1929 DATUM. CERTIFIED TO: KENNY AND LAURA FILL DONALD T. RAMSAY, PSM Professional Surveyor & Mapper 618 Northwest 162nd Avenue Pembroke Pines, Florida 33028 ' Phone (352) 538 -6196 2/1A1 /08 11 /16"=1' I D B NN BY. I SHEET 1 OF 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/07/2008 Inspector: Grande, Claudio Owner: FILL, NORRIS JOHN Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Foundation Work Classification: Addition Block: Phone Number Parcel Number 1131010220350 Lot: Phone: (305)685 -0412 Building Department Comments DEMO OLD GARAGE NEW GARAGE , NEW BATHROOM AND EXPAND FAMILY ROOM NEW WINDOWS AND SHUTTERS ON NEW OPENINGS 0 • * Passed j [ "C.) Inspector Comments CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, February 6, 2008 Page 1 of 2 DATE OF TREATMENT: BUILDER NAME: TREATMENT ADDRESS: PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 TIME OF TREATMENT: IN :: ° APPLICATOR A OUT ref-Xi 069,477 ki( . loo 51. . JOB #: LOT: BLOCK: UNIT: SPRAY & TAMP PRAY ONL SPRAY # RESIDENTIAL COMMERCIAL DDI?i TION CHEMICAL IG? l 'V `A e �5-.- % GALLONS MONOLITHIC S/F STEMWALL SF 'Fp L/F CHEMICAL: PERIMETER TREATMENT L/F GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: L/F 300 S. STATE ROAD 7 PLANTATION, FLORIDA 33317 954 -584 -8588 1 -800- 749 -8588 FAX: 954-584-6117 Jo Miami Shores Village O(loqIO7 Building Department aofo7 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 n Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING mco PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address 126 Nw 100 Permit No. a, - Z aster Permit No. Electrical Plumbing anne41.1 N l,(• 51 City Miami Ono( c State+ Tenant/Lessee Name Mechanical Roofing Phone # 3OS 7S 610 7 Zip Phone # h3 ISO Job Address (where the work is being done) 12.6 NW 10n b1 City Miami Shores Village FOLIO / PARCEL # County Miami -Dade Zip Is Building Historically Designated YES NO Si Contractor's Company Name OQON 1 INC, Contractor's Address H tYI O NW City N Pig Qualifier Name State Certificate or Registration No. State 305- a8. 8550. Phone # OS &t S 041/ bcA2S t bs ti Architect/Engineer's Name (if applicable) Zip 3�1()St Phone # Certificate of Competency No. Cob 00 t S437 Phone # Value of Work For this Permit $ 12q00 .cm Type of Work: Describe Work: I Addition (]Alteration t • n 0 New near Footage Of Work: 5—Yy-g 0 Repair/Replace ❑ Demolition (4 .e ba- -hrr Fees * ** ******** * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** CCF $ 43°20 C//O��/CC fO Technology Fee $ } ' (61 DPBR $2- SR- Zoning $ Submittal Fee $ Notary $ Scanning $ Bond $ 2O Permit Fee $ Training/Education Fee Radon$ 2.5-4 Structural Review. Code Enforcement $ $ k®, vv Double Fee $ Total Fee Now Due $ See Reverse side --* Bond4 r c Bona City Mor Mor City App com cons WE r pr 0 z O Wa3a /SNH N O z z O 'n m a:IA11031'OZid z 31V0 1t/111W8f1 OIZVNINO "i::111 certify that no work or installation has Fet the standards of all laws regulating NTRICAL WORK, PLUMBING, SIGNS, IN•LTC ork will be done in compliance with all CEMENT MAY RESULT IN YOUR TEND TO OBTAIN FINANCING, ORDING YOUR NOTICE OF Clue exceeding $2500, the applicant must rochure will be delivered to the person encement must be posted at the job site the absence of such posted notice, the • 1 • ' 1, /. 1' .. inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of t 20 Cby who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: .46i/1 / 8r • 4:1 ' 0/a. v1.54,115 w7•z w 2,2008 * w 5 k• C�D BY: i • R p • L , solP i * *� (Revised 02/08/06) * * * ** Signature -- Contractor The . foregoing instrument was acknowledged before me this day of wh • 20 J.wrnvv PUBLIC-STATE PUBLIC-STATE OF F.•O IT hiklicaAcea Silvery ��, d7� commission #-13134476a7 t entifica dtKpmeelid41B3 Sitedle NOTARY PUBLIC: Bea$e6't ± "t ee:4 t9 (Z, i,.,Ec,► l Sign: Print: My Commission Expires: )2U- I Z// LA 5 • Plans Examiner Engineer Zoning r DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR Thiarni Sliore� Vitar 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 DEVELOPMENT ORDER File Number: PZ06 -0727 - 01 Property Address: 126 NW 100th St. Applicant: Ken & Laura Fill (Owner) Address: 126 NW 100th St. Miami Shores Village FL 33138 Agent: Mark Campbell Address: 373 NE 92° St. Miami Shores FL 33138 AUG 1 41006 i'-r6 no 4- in Scig Whereas, the applicant Ken & Laura Fill (Owners) filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Site Plan Review, Sec. 600, Site plan approval, addition. Whereas, a public hearing was held on August 10, 2006 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to obtain a building permit before commencing work. 2) Applicant to meet all applicable code provisions at the time of permitting. 3) Color -Thru tiles to be utilized. M7egouo. Page 1 of 2 t Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 10th day of August, 2006 by the Planning and Zoning Board as follows: Mr. Abramitis Absent Mr. Ulmer X Mr. Reese Absent Mr. Sastre X Chairman Fernand z X oV Date Oairman, Planning d Zoni ,r': oard Page 2 of 2 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: 305 795 -2204 Fax: 305 756 -8972 Bill To NORRIS JOHN FILL 81 NE 163 ST N MIAMI, FL 33162 -3427 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Invoice Number: RC -12 -06 -27047 Invoice Date: December 15, 2006 Permit Number: RC -12 -06 -3022 Date 12/15/2006 12/15/2006 12/15/2006 12/15/2006 12/15/2006 Fee Name Submittal Fee Education Surcharge Bond Type - Contractors Bond CO /CC Fee CCF Fee Type Calculated Calculated Fixed Calculated Calculated Fee Amount ($250.00) $14.40 $300.00 $150.00 $43.20 Total Fees Due: $257.60 Friday, December 15, 2006 February 16, 2007 %1I7Y Miami Shores Villa Building Department 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 06 -3022 Job Name: Addition for Fill Res. Page 1 Building Critique Sheet 2' REVIEW 2. Provide Product Approvals for all windows, doors and overhead garage door as required by FRC 4410.4. Product Approvals are to be reviewed and approved by the Architect of Record before submitting them for permit. NOT CORRECTED, SEE BELOW MISSING PRODUCT APPROVALS FOR '1HI HORIZONTAL SLIDING WINDOWS AND THE HURRICANE SHUTTERS, PROPOSED WINDOWS AND DOORS ARE NOT IMPACT RESISTANT. Claudio Grande CBO 305 - 795 -2204 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. it" 3101•31-1-06S-0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. lIlItItilIli CFH 200 80262490 OR Bk 25447 Ps 4248; (1pa RECORDED 03/14/2007 11 :08 :39 HARVEY RUV'INv CLERK. OF COURT MIAMI -DACE COMM FLORIDA LAST PAGE 1. Legal description of property and street/address: 1 o'd (iCez-V PR 21 -S 6 2 b K- 5 101. Stec isao X IO L Or 1110h -907$ .4 rti -ilf • $ •a 2. Description of improvement: Derro 4 ors 0.1- old Croa8e. , Pl u) 9atate. , nte.&u 2721- 141roor and e'pcv d .{-ant I, morn Sr. 3. Owner(s) name and address: AnC,-1-11 ¶ii 11 126 NW 100 S1 141 Cmi 'bho(e mac, 33rso Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: Of dQ ] \et cJ 1'1040 Au) 6 04 14 to," 4-1 t e7 r ATE OF FLORIDA, COUNTY Y Off t�i-,\ DE 5. Surety: (Payment bond required by owner from contractgrd , ra T,FY That tins IS a Pr Cep Name and address: ovine, file : rn this attic - on Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon w ;'• otices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notic of C mmencement: (the expiration date is 1 year from the date of recording unless a different date is specified) 5, 15 oq Signature of Owner " Print Owner's Name V-' .t..)0 T %* \"— Sworn to and subscribed before me this 1* day of Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 10/04 30 LAI Prepared by 410a 4t$2:1-C4 ♦ G• osstoM ,. nvo Address: 11104 0 (t) 6ct 11 • ' � I�:.A ��,� •..'U . • 14 ` tA.,l eV. 3&iA 2005 .* • r � ill► M� � ...:.".=- 16 MN e• •o Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores , FL 33138 -0000 Phone: (305)795 -2204 Project Address 126 NW 100 Street Miami Shores Village, FL 33138- . ............................... Expiration: 09/08/2007 Parcel Number Applicant 1131010220350 Block: Lot: NORRIS JOHN FILL Y'::::-::: St2' tt:» 5::5::;::t::: "•e•::2:5:22:.Y:>. ;•;;•;x. Yx.:ra• <.- <.,••..... :• <.o• ..n•......... >..:: eep.• '•'L::r,......4•.e::.. <....C:.. �iadv..< E?..<....YieYmA..Y.eG;v.•.•:.:e e..•:'::v.•.LY: g...:v.• <.•.•.•.•.•. •. r..... <. <. <ev.•.•.4, :.c ....•.•.•.•.•.. ✓ v. •.•.•.•.•.•.•.•.e;•Y::.•:::.•:. a. .•.•: :5 :4.•.•.•.•.•.•.•.•.•::.. ::..•.•.•.•.•:v.•.; {S 'sSi:. Q.NYPVI.Mr9rfrat19n Address Phone Cell NORRIS JOHN FILL 81 NE 163 ST N MIAMI FL 33162 -3427 .......e:....<......,. ... < .. '::•:fie :::9:.+ ....e....: >. un.�J:....•`+�, La:. e•. w.. o.. >...•.•r•:Y'�Y'.S.e•:.•x•.:.>.: .::: ve•:,T,..+,.+, e.<><.:.< 5.::::::. �: r...•.• e:::.<.:::::::::. �.: w+.•. v.: vyx.✓.. r3:::::: v ..e..•:.e..•1...•.•...ye..x.. <. : e>.>>.::. A:::... eee... e:: %...e: +::.v: {.•�......•w. <YY..: e.>..:. Contractor(s) ORONI INC Phone CeII Phone (305)685 -0412 Valuation: Total Sq Feet: Type of Demo: Building Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $100.00 $3.00 $2.50 $106.30 Total Amt Paid I Amt Due $ 0.00 Payment Type : $ 0.00 -4r1 Ce31 01 $ 0.00 $ 1,000.00 ill 0 Available Inspections: Inspection Type : Final 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 . Futhemiore , I authorize the above -named contractor to do the work stated . March 12, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. Building Department Copy Date AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES . Monday, March 12, 2007 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 2004 Permit Type (circle): FCMEWRI Lig FEB I. 2 2007 Ail BY: Permit No..efO 7- 247 Master Permit No. 0(0 - bOZ2 . Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Vie r h WU. Phone # 305 -'q7S - 6416 Owner's Address 126 MW 100 &\ city Mtaml 5horez state L zip 3315Z) Tenant/Lessee Name Phone # Job Address (where the work is being done) 12+6 AU) 100 bt City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11 -510 O2.2.- 2)st) Zip Is Building Historically Designated YES NO Contractor's Company Name OMNI , II\1 G Contractor's Address V1040 will G CA City A Vtarn1 State FL Qualifier Name C)(\ X\ 30 6tG Phone # 30S- etc- Oq 12. State Certificate or Registration No. Cjej f 25 16Sy Certificate of Competency No. QeCO 15 q 57 Phone # 30S 6siS 12 Zip 331 i1 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 1000. ot. Type of Work: ['Addition ['Alteration Describe Work: cb ,1 % r ® .14 „ ra Phone # Square / Linear Footage Of Work: DNew El Repair/Replace Demolition * *** * ** ** * * ** * * **** * * *** * ** Submittal Fee $ Permit Fee $ * * * * * * ** *Fees ** /00 00 Notary $ Training/Education Fee $ o ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ v ( CO /CC Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ Technology Fee $ 50 Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR BVIPROVEMENTS 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 Own or Agent The foregoing instrument was acknowledged before me this day of % ,t,, : C.,, 200I , by who is /ersonally known to me or who has produced , * s t a 1 s I a who is personally known to me or who has produced As identification and who d p ��� as identification and who did take an oath. la NOTARY PUBLIC: : ■ O •Go.��ssioN FtO�,p� �� ;NOTARY P> TBLIC: . ockober22,2008 , • Sign: �/ �� _fir . — ��4�°" ^o�/ O� Sign: ' f �✓T.XPUBLIC -STATE 01, I. •.. Print: � . @�. I, f Arlenis Alicea Silvu .. -y "� • ��►� Print: My Commission Expires: � °(% ' ' ZED �� My Commission Expires: ��'It1afl , ,04, 2008 /� ® ©� •, erJC. s��* •. y gyp. ** ,t* * ** * *** * *, * * *, ** * *,r, , � �r* ** * * ** **** *�* Bonded ** ** ** Bonding Co., Inc. Contractor The foregoing instrument was acknowledged before me this 10 day of Son ,2001,by APPLICATION APPROVED BY: (Revised 02/08106) 2/i7/7 Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #: Pt--° • 2 ` e DATE: (Z " • `' 1 I, M G IC P� L ❑ Contractor ❑ Owner \1.rchitect Picked up 2 sets of plans and (other) r' &QM laktik69hvi 2 M t U d c-T CUM c- ) c/ 's From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village B ding De.. . e t to cont' p"rmitting process. Address: Acknowledge&ky: PERMIT CLEARK INITIAL: CAL__ _ RESUBMITTED DATE: r.e.)0 PERMIT CLEARK INITIAL: us cePARTNENT OF nowitntm =owl' ELEVATION CERTIFICATE • • ,• • :: • • • • • • • Federal • • ••••• • •. National Mod insurarce Proguon important the truc Vansbn 044ES :I-4. : _: A A - P TY StWORMATION Al. Butting $ Name OMB No 1 Bailee X28.2 3o 2 Company Use A2. Sheet Address (bwituft Apt.. that, •.0 • Mew No)of P.O.RO ea NBast+°;.. '• • Mr 7r • • • • • • • P:avt i,<.. � , B Z Cow c1C J Lu -5.. L '_.t.t 1,3 tom_ 5 Ca etor, at a • • s • • A3. Piy DescripSon (Lot and Mock Numbers, Tax Pte. M. BoPAre t3►( Non- Reeldenttet, / Y ere.) �• •�i • • • • A5. itd ee lad. ' . *5. atleast2 .of d baling ells ais beinused to ebtoit food boutionce. Az staledi Wrens timber M. For with a=ad space tx erclosure(s), ;amide: a ) Squarsfootage o f crawl mace or. ) b } No. of permanentlood in tie crawl owe Or 4 }wall +1.0 *oven a1 Total net ateraOfIIOOd Openings ktA8.b t acll _ 0WO1l83 A9. Awe wRhe e) Soule taatigie of auaded9aratie b} No d flood hitha aids wo itofootabove sullacent grade . *:.Total nel area of *rod amebae* Pith sql .: WI= 'IFI.00DINSORAROE RAIEMAPi 1 01. leir Community Nan" & Community i910(.059% I 132. Nano 3on SOK.S 1 SO.fY11 M. Kantor 1aC796'COQ! 85. Suffix 136. FIRM tnde®c *de 31 at 1 Bl.' FIRM P iglhatinenissisad Dee Z a1 X 99. Base flood AO, use base food depth) .. t A Ble. indinOrthesoruce of the Base Rood Elevillkor • t se tWOddeppM a ed • DRS ire • >_.1 Q _; • 00 tai Bit lackabo elevation marlin *WE in than Bit s: NE M21929 .QNA.VD 1988 • • Q 3 012. late building located in a Corneal Barrier Resemaces Sy n (CM) :Rea (OP Designetkar Oats 0 O'A =TIM OAR400443 ELEVATION t FS RMATION (SAMMY QED) t C1. Anew ire wEbere0 ed, , oldie ® Ism. G2. Elovanons —Zones Al-AM. A8, AN, A (with BFE VE,V1 -V V (w Mtn AR, ARJA. *RME, ARIA1A30. APJAH, ARAM Chillekt9 134113 C2.a•g- below acconeng Lathe item AT. Berroharadr Waxed rle2rig C, ' K!_1-144 (®% pc.v,IN cal. • :Check ties onastnernein eied. „ ,o only) Q tredera(Puerbilthnt, Q nit* ( entY) Q ) 0 m (Puertri Rico O*) 8 (Plant* Moe ) a) • *opal bottom floor cried space; or floor) E ' b)... Top derena c Boar= dt staidundmenh V fir) d) Attached t of slab) e) Losestelevrem of orequi the . (Mamba tyPeof 8lContinent:ay . 1. ( nea) wade (um) 9) t (NAG) 'Cfda cerMostion to to be stlyed seed by at ,cer, webbed statnized bytesta inforandon. 1 wally daddy ktfaanadaa eat* Cerfiffaste reposesdamy beat allxista irdetpadtha dab I andesalead dud say Ado be bylinear impdsaisment anderi84L8. Cade. Sit ,® check tea if cornmenbr are Prod on bare of*nal. Ceram's Nam Darted /1 ^rte-ta February 2006 See reverse We*: cardbluatton. Replaces eV isevictIs CANT: la these Bum Street Address (incluolng Apt, Unite MILD t xw I SECTION A - SURVEYOR. BOOMER, OR ARCHITECT CERTWICATION (CONTINUED) NLJED) City • ... • • •••• Moi Copy bcdh skies of this Elevat a * {31 , ants (3) b m C x, . . . ... ..:... For Zones AO and WE), conqthde Items El-ES. U is Wended to simpod a LOMA or LCD F request, nonwhite Sectkat A. 8. and C. For Items use natured-grade,l Cheek the nurasurearent used. In Puerto Rico tali. adernattent. - E #- Provide and check Out smproplate boxes to show She. Ls antra thihighatit affix* t grade {HAG) and the lowest 14mxist grade (LAG). a) Top ofbottan tom crawl sfnace, or e) aboea err 0 t> wthe HAG. b) Top of boffin t space. oxen c oune) is feet meters aboa & 0`betowthe LAG. E2. For &data Diseases 6 43 wift permanenttomt op s • $ . 9-{see e8 the next higher t . {e> anc2bhnSte )ofthe is - i + belovi theHAG. E3 Mashed g(toot )* . .0feet 0 meters 0 .drr 0 below the HAG. E4. Tap ef p Top of platform ofa y maw equipment smoking p feet ❑mere. 0 shrive or 0beta hefiAG. E5. Zone AG only: ff no flood do is arndsbte..is the top of the boffin floor etevated ki *Mordants w h the ccannumiWs floodpiabn management adze? Q Yes Q No ❑ Un Mowm.. The toad °Mal nom ant* tots information In Sermon G. SECTION F- PROPERTY t R 01 S ..... RE ..:.MINE) CI R IMAMS The popertymmim or ovum's .ca s SectiorMA, E. and Zone A (without a FIBMA4ssued arcomm ul6±t hss t lam) or Zone AO must sit here. Tbs InSecUaf lsA,B, a►nclEera:correcitbdie instal my P r o p e r t y O w n e r s a'O Ardhodzed Represtudadvels Name Address Ste ZIP Cements Signatine Telephonist SECTION -cotaimmirY OWCOUSATKIN (OPTIONAL) The local MINa vita is authorizedbylaw *teatime to schnWsktr the a cuun ummiete Sectiens A. B, C for E), and G of this Bevrthon Carthicate. co Crusqffete the implcalffe fns) and siin below Check the measurement used In its G8. and 09. 9- 'The G Section C mai to t from other docurnentation that his been sitMerfamtserithd by a licensed ranveyor, entOneer,orarchitect who Ls audLarized by *Vito oeffy soeace aut date of the elevation dude in to Comments area bed) ,.. • G2 ❑ A official SectharE for a located Ln Zone A d FEMA4Ssued or conmemitrissmid-EFE)orZone q- fl me framing Information gleam G4-39) Ls p ffO :Cbnnuw y purposes. 04. Pan* Number 1 Oa Ode Permit Issued - 1 *X Dithe Cedfficate Of Cou.sericli issued 07. This psmdthasbeen Issued for N ❑ w D Sdralardial **moment (8. Bowan) ... of a barest floor of the ❑ feet _ 0 meters cam- 8FE err (in Zone AQ)d th offlooding at the d []few • C7 meters- Datum . Lean [AGRI °tk Name C. Signature Cw TSe Tetet*mat Ea 0 Check here ft affaclunents FE MA Form 81-31, Februtey 2008 Replaces eV wakes einem BOUNDARY SURVEY 126 NORTHWEST 1 1:10U TR,MT :, MJ. 1t • LYING AND BEING IN MIiiMr- 3DADE;SpdN?TY, FLORIDA • ••• INACCESSIBLE • .. •. • • • LEGEND CONC CONCRETE SWK SIDEWALK (TYP) TYPICAL CENTERLINE EM ELECTRIC METER x C &G CURB & GUTTER PL PLANTER BS BELLSOUTH (-0_, UTILITY POLE _D GUY POLE OP SPOT ELEVATION (NGVD29 DATUM) D NAIL O ID ✓q x x x LOT 2 BLOCK 5 o PLANTER STEPS\ '-0.2'x — ... • • .. • • •• • • IN TREE x_ .. • • • • • •• csk •••. •••• • • • 44, ••• • •• • • . •. . •.••• • • LOT' BLOCK 5 A C EM :`-: 28.3' x x x x x `n 6.7 1 STORY RESIDENCE 126 NORTHWEST 100TH STREET —11.007_ 18.8' 21.3' 75.00'(R)(M) FD CM FIP "r0 N 12.8 4- --, x O O iso 75.00'(R)(M) in N FD NAIL NO ID FIP 1/2' ...... ............................... ASPHALT ..PAVEMENT .... . .... ............................... LEGAL DESCRIPTION LOT 3 AND THE EAST 1/2 OF LOT 2, OF BLOCK 5, OF GOLDCREST, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 21, PAGE 56 OF THE PUBLIC RECORDS OF MIAMI —DADE COUNTY, FLORIDA. TO THE BEST OF MY KNOWLEDGE AND BELIEF AND IN MY PROFESSIONAL OPINION, THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS IN CHAPTER 61G17 -6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUTES DON RAMSAY PROFESS AL SURVEYOR & MAPP #5851 NOT VAUD WITHOUT THE SIGNATURE AND ORIGINA RAI D SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER NOTES: 1. UNDERGROUND ENCROACHMENTS AND UTILITIES, IF ANY, NOT LOCATED. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND /OR RIGHTS —OF —WAY OF RECORD. 3. ELEVATIONS SHOWN HEREON ARE BASED ON MIAMI —DADE COUNTY BENCHMARK #B -26 —RA WITH ELEVATION 17.24' NGVD 1929 DATUM. CERTIFIED TO: KENNY AND LAURA FILL DONALD T. RAMSAY, PSM Professional Surveyor & Mapper 612 Northwest 162nd Avenue Pembroke Pines, Florida 33028 Phone & Fax: (305) 245 -6974 SCALE: DWN BY: I SHEET 1 OF 1 1"=20' I MB DATE: 5/4/06 J • • ••• • • • ••• • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• WINDO2 v2 -21 Detailed Wind Load Design4vIe#hpd•2) t;A'SCfi'I-t32' • • . • Analysis by: LANDERS Company Nai te: • • • ED'S/AID °A. LAtibEliS, P.E. Description: R5ESIDENCE, 126 NW 100TH STREET, MIAMI SHORES, FL deer input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (1,11, III, or IV 11 Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped Kd (Directonality Factor) 1 Eave Height (Eht) 9.00 ft Ridge Height (RHt) 14.00 ft Mean Roof Height (Ht) 11.50 ft Width Perp. To Wind Dir (B) 50.00 ft Width Paral. To Wind Dir (L) 44.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 1 0.26 Flexible Structure No •' • • • • i CalErgatecf Parameters •:: IIngottacieg Factor : 1 • • • • • HymL'a RPtorteRegion (V>100 mph) Table 6-2 Values 1 9.500 1 900.000 0.105 1.000 0.650 0.200 500.00 ft 0.200 15.00 ft Gust Factor Category t Rigid Structures - Simplified ethod Gust1 'For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft izm Cc * (331z)' 0.167 0.2281 Lzm 1*(zm/33)"Epsiion 427.06 ft Q (1/ (1+0.63 *((B +Ht) /Lzm)^0.63))•0.5 0.9183 Gust2 0. 925*(( 1 +1.7*Izm *3.4 •Q)t(1 +1.7*3.4 *tzmp 0.8820 Gust Factor Summary G /Since this is not a flexible structure the lessor of Gust1 or Gust2 are used ( 0.851 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi nditton 1 Max Max - Open Buildings artialiy Enclosed Buildings Buildings noosed Buildings 0.00 0.55 0.18 0.00 -0.55 -0.18 0.18 1 -0.18 Developed by Rya Ems, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 9/212006 • • •• •• • • • • • • • • • • • ••• • • • ••* • • •• •• • • • • • • • • • ••• • • • • • • • • • • • • • • .. • WINDO2 v2 -21 Detailed Wind Load Design {OJIe 2) perASCE 70-42' 6.5.12.2.1 sign Wind Pressure . Buildipq; iif All ilekt�ts. • 9/2/2006 Note: 1) Positive forces act toward the face ana Negative forces act away from the . Figure 6-6 - External Pressure Coefficients, CD Loads on Main Wind -Force Resisting Systems (Me • _2) B I Variable Elev ft Kz 0.85 Kzt 1.00 qz itdft^2 46.32 Pressure (Ib1#t ^2) 0.85 Windward war : : . 1j egnrct Wall • • Total Shear Moment +GCpI 23.16 -GCt1 :' 39.84. : (GPO.' . x:03 • :tGCp • ei1 +I -Gcpl 51.19 N p) 38.39 (KIP ft) 287.9 15 Qhcc .00256*VA2 *1*Khc c *Kht*Kd 46.32 face Note: 1) Positive forces act toward the face ana Negative forces act away from the . Figure 6-6 - External Pressure Coefficients, CD Loads on Main Wind -Force Resisting Systems (Me • _2) B I Variable Formula Value Units Kh 2.01(15 /ag)^(2JAIpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256*(Vy 2*1 *Kh *Kht*Kd 46.32 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*VA2 *1*Khc c *Kht*Kd 46.32 psf Wall Pressure Coefficients, Cp Surface C Windward Wall (See Figure 6.5.122.1 for Pressures) 0.8 oof Area (sq. ft.) eduction Factor Roof Pressure Coefficients, Cp 1.00 Calculations for Wind Normal to 50 ft Face Adail O! FURS MET be t` -3L7 3 F'R r OU76 -f" Leeward Walls (Wind Dir Normal to 50 ft wall) Leeward Walls (Wind Dir Normal to 44 ft wall) Side Walls Cp Pressure (psf) +GCpi -GCpi -0.50 -0.47 -0.70 -28.03 -26.95 -35.90 Roof - Wind Normal to Ridge (Theta > =10) - for Wind Normal to 50 ft face Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang Bottom (Applicable on Windward only) -0.55 -0.04 -0.46 -0.55 -0.46 0.80 Developed by Meca Enterprises, Inc. Copyright 2008 EDWARD A. LANDERS, P.E. -29.96 -10.01 -26.52 -21.62 -18.18 31.50 -11.35 -1028 -19.22 -13.28 6.66 -9.85 -21.62 -18.18 31.50 Page No. 2 of 4 • • ... • • . •.• .. .. • • • .. .. . • . • • • • • • • • • • • • 000 • • • • • • • . • • • • •*0 . . . • ... WINDO2 v2 -21 Detailed Wind Load Design44etliod 24'3-Jet 7tSCEZ -Q2' Roof - Wind Parallel to Ridge (All Thgtta); Ifor 1Nin:i Ng17taftoi4f %face Dist from Windward Edge: 0 ft to 23 ft - Ma•CP • • • 4.8•18 • 45.48- 1.25 Dist from Windward Edge: 0 ft to 5.75 ft - Min Cp - 0.90 -43.77 -27.10 Dist from Windward Edge: 5.75 ft to 11.5 ft - Mia Gp • -).9Q. •••-477 -27.10 Dist from Windward Edge: 11.5 ft to 23 ft - Min Gp :.: r05a : :. -2$.03 -11.35 Dist from Windward Edge: > 23 ft • • • • ! -03d. : - . -20.3 5 -3.47 * Horizontal distance from windward edge Kh = Kht = Qh = Theta = Fissure 6-10 - External Pressure Coefficients GCpf Loads on Main Wind -Force Resisting Systems w/ Ht •= 60 ft 2.01 *(15/zg)^(2/Aipha) Topographic factor (Fig 6-2) 0.00256*(V)"2*impFa c *Kh*Kht*Kd Angle of Roof 0.85 1.00 = 46.32 14.0 Deg Transverse Directon .:.r �E ::,;; , =s , ;« Fon Toroficruall Lomeli Cams s Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpf qh (Psf) Min P (Psfl Max P (ice) 1 0.48 0.18 - 0.18 46.32 13.80 30.48 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.44 0.18 - 0.18 46.32 -28.53 -11.86 4 -0.37 0.18 -0.18 46.32 -25.66 -8.99 1 5 -0.45 0.18 - 0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 1 E 0.72 0.18 - 0.18 46.32 25.20 41.88 2E -1.07 0.18 -0.18 46.32 -57.90 -41,23 3E -0.63 0.18 - 0.18 46.32 -37.34 -20.66 4E -0.56 0.18 -0.18 46.32 -34.09 -17.42 *p= qh * (GC pf- Flours 6 -11 - External Pressure Coefficients. GCp De„eFoped by Wieba Enterprises, inc. 0:Wright 2006 EDWARD A. LANDERS, P.E. 9/2/2006 Page No. 3 44 • • ••• • • • ••• .. • • • • • .. • • • • • • • • • • • • • • • • • • • • • • • ••••••• •••• WINDO2 v2 -21 Detailed Wind Load Design 4ileVi®d 2) 4 fi'SCE'� Q2' Loads on Components and Cladding for Sundtgs3 <: 640 a = 4.4 ... ... ••• • • • 4.40 ft a Hipped Roof 7 { Theta <27 �cei�e Gaels Screen Component Witt, (ft) span (ft) Area (ft" 2) Zone GCp Nind Press (1b/ t" Max Min Max Min WINDOWS E 2 4.5 10.00 4 1.00 - 1.10 54.66 -59.29 B 5 4.5 22.50 4 0.94 -1.04 51.78 -56.41 b d" 2 2 4.00 4 1.00 - 1.10 54.66 -59.29 DOOR 5 3 7 21.00 5 0.94 -129 52.02 -67.92 6 8 7 56.00 5 0.87 - 1.14 48.54 -60.95 TRUSSES 2 16 85.30 1 0.31 - 0.81 22.87 -45.72 `TRUSSES 2 16 85.30 2 0.31 - 123 22.87 -65.52 TRUSSES 2 16 85.30 3 0.31 - 1.23 22.87 -65.52 Note: * Enter Zone 1 through 5, or 1 H through 3#i for overhangs. 9/2/2006 Developed by Mesa Enterprises, tic. Copyright 2I EDWARD A. LANDERS, P.E. Page No. 4 of 4 • • ••• • Residential Cooling and Heath.' Load Calculations Based on ASIIRA:ii •• "` • Cooling & Heating Load Calculation ••• • • Manual. Second Edition. REYES- GAIILAN Consulting Engineers,Inc. 16252 N.W. 78 Ave Amami Lakes, Fl 33 0. Ft 33016. Tel :(305) 828 -5205 Unit / Area served: AHU -1 (EXISTING) SOLAR SHADE T. AREA BTU/HR N. Glass NE. Glass E. Glass SE. Glass S. Glass SW. Glass W. Glass NW. Glass Hor. Cass T. Glass area ITEM Partition Roof Floor Ceiling TOTAL SENS. GTH =TOT. SENS. x 1.3 HEAT LOSS ITEM Walls Roof Floor Glass Ventilation =1.1xDTx(= Partition TOTAL KW 37 x x 60 = 2220 66 x x 37 82 x x 37 82 x 91 x 66 x x 200 0 0 4 = 0 = 1480 = 0 3552 = 0 = 364 = 0 x = 0 Subtotal = 7616 AT U T. AREA I3TU/HR 13 x 0.09 x 260 = 304.2 48 x 0.05 x 1240 = 2976.0 13 x 0.09 x 0 = 0.0 x x = 0.0 Subtotal = 3280 = 20612 Btu/Hr = 26796 Btu/Hr T. AREA AT 1162 x 27 1240. x 27 1240 x 27 200 x 27 1.1 x 27 260 x 27 23175.5 Btu/Hr 6.8 Kw U 0.3 0.05 0.09 1.1 84.32 0.09 BTU/HR = 9412.2 = 1674.0 = 3013.2 = 5940.0 = 2504.3 = 631.8 Q= ARCHxVOL. /60= 0.48 x 10540 / 60 84.32 Area A/C= 1240 Sq. ft. Volume A/C= , 1240 x 8.5 = 10540 Cu. It •e • • • • • • •• • • • • • • • • • • • �" Jolt' • • •• •• • • • • • • • • • ••• • • • • ••• ••• • •• • ••• •• • • • •• • •••• •• • •••• 1LL RLSIDE'ATCE • Year: •' • • `Y"Y� "`i" ` lean: �•• • •••ODM1A16•• • 7..a1eu1�ted'by :' • ;ll'1.• • • Checked by. R.G. ITEM N. Wall NE. Wall E. Wall SE. Wall S. Wall SW. Wall W. Wall NW. Wall Knee wall T. Wall Area= ITEM People Kitchen Infil.Nent. = Miscellaneous TONS USE Cfin Sq.Ft./T CFM/sq ft AT U 14 x 0.3 0 x 24 x 0.3 0 x 17 x 0.3 0 x 24 x 0.3 0 x x 1162 T. AREA 340 250 xj 434 138 Subtotal BTU/Unit TOTAL 230 xi 3 1200 x 1 1.IxQxDT = 2.2 =I 2.5 • 1000 • 496.0 - 0.8 = 84.32 x Tons 16.5 BTU/HR. = 1428.0 • 0.0 = 1800.0 • 0.0 = 2213.4 0.0 = 993.6 • 0.0 • 0.0 = 6435 BTU/HR = 690 = 1200. = 1391.3 0.0 Subtotal = 3281 FORM 600A -2004 • •; • • •• • • • • • •• • • • EnergyGauge@ 4.0 • FLORIDA ENERGY EFt LOIEA CY(•CODE FOR BUILDING CONSTRUCTION • Florida Department of GQmrrianityAff�iir�s • ; : :'. IMCMEVIE Residential Whole Building Vgr i manes' fl7letriod A DEC 1 5 2006 S • ••• Project Name: Address: City, State: Owner: Climate Zone: FILL RESIDENCE 126 N.E 100 TH STREET MIAMI SHORES, FL 00000 -0000 South Builder: • • • • ••• ;Ptin lttirr Ofliie: •. MI '. ? §rrt it•N;w blr • .. p r0 - 30 z1/ .Jurisiictier Ji b& 232 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass type 1 and area: (Label read. a. U- factor. (or Single or Double DEFAULT) b. SHGC: (or Clear or Tint DEFAULT) 8 Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A Addition Single family 1 1 No 1240 ft2 by 13- 104.4.5 if not default) Description Area 7a. (Sngle Default) 200.0 ft2 7b. (Clear) 200.0 ft2 R 0.0,175.0(p) ft R =3.0, 1162.0 ft2 _ R =19.0, 1240.0 ft2 Sup. R=6.0, 25.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip Cap :17.1 kBtu/hr COP: 1.00 Cap: 30.0 kBtu/hr _ SEER: 12.00 b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 65.0 gallons _ EF: 0.88 b. N/A c. Conservation credits (HR Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilatio HF-Whole house fan, PT- Programmable Thermostat, MZ-C Muhizone cooling, MZ- H- Mulawne heating) Total as -built points: 16554 Total base points: 17414 hereby « ,ifythat plans this calcul . do , e in compliance with Code. PREPARED BY: - DATE: I hereby certify that compliance with OWNE DATE: PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFIC DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pag EnerovGauae® (Version: FLRCSB v4.01 FORM 600A -2004 • ••• OOOOO •• •• ':' • SUMMER CALW 7i61VS Residential Whole Building Performanc? Methad.A - Details • • •: • •••• _ . _ • • EnergyGaugee 4.0 ADDRESS: 126 N.E 100 TH STREET, MIAMI SHORES, Fr, b0000-0000 PERMIT #: •• • • •• ••• •• OOOO • OOO BASE •• � • ; • ; �Qca- Bl7IL.T•• GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area ( Overhang Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 1240.0 32.50 7254.0 Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: N 4.0 6.0 60.0 36.46 0.79 E 4.0 6.0 40.0 78.71 0.65 S 4.0 6.0 96.0 66.93 0.60 W 4.0 6.0 4.0 70.53 0.67 200.0 1719.2 2037.4 3838.1 187.6 7782.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 1162.0 2.70 3137.4 Base Total: 1162.0 3137.4 DOOR TYPES Area X BSPM = Points Concrete, Int Insul, Exterior As -Built Total: Type 3.0 1162.0 2.70 1162.0 Area X SPM = 3137.4 3137.4 Points • Adjacent 22.0 2.60 572 Exterior 44.0 6.40 281.6 Base Total: 66.0 338.8 CEILING TYPES Area X BSPM = Points Exterior Wood Adjacent Wood As -Built Total: Type 44.0 9.40 22.0 3.80 66.0 R Value Area X SPM X SCM = 413.6 83.6 497.2 Points Under Attic 1240.0 2.80 3472.0 Base Total: 1240.0 3472.0 Under Attic As -Built Total: 19.0 1240.0 3.72 X 1.00 1240.0 4612.8 4612.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 175.0(p) -20.0 - 3500.0 Raised 0.0 0.00 0.0 Base Total: - 3500.0 Slab -On -Grade Edge Insulation As -Built Total: 0.0 175.0(p -20.00 175.0 - 3500.0 -3500.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1240.0 18.79 23299.6 1240.0 18.79 23299.6 EneravGauae® DCA Form 600A -2004 EneravGauae ®/FlaRES'2004 FLRCSB v4.0 FORM 600A -2004 • ..• .• .• •:• ••,•• • • SUMMER CAL CALdUILATibli Residential Whole Building PerfQrmangg Methoad.A - Details • • • •••• • • • EnergyGaugee 4.0 IADDRESS: 126 N.E 100 TH STREET, MIAMI SHORES, FC, b0000 -0000 PERMIT #: •• • • ••• ••. :•• ••• BASE • • :: :ierellilla•' •• •• Summer Base Points: 34001.8 Summer As -Built Points: 35829.2 Total Summer X System = Cooling Points Multiplier Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 34001.8 0.4266 14505.2 (sys 1: Central Unit 30000 btuh ,SEERJEFF(12.0) Ducts :Unc(S),Unc(R),Int(AH),R6.0(QNS) 35829 1.00 (1.07 x 1.165 x 0.90) 0.284 1.000 11454.6 35829.2 1.00 1.125 0.284 1.000 11454.6 EneravGauae7e DCA Form 600A -2004 EneravGauaeSJFtaRES2004 FLRCSB v4.0 FORM 600A -2004 • ••• • • • ••• • • • • • • • •• • • • •••• • • ••••• • WINTER CALCU iA '1ONS EnergyGauge® 4.0 Residential Whole Building Perfprrgance lethod;A m Details •• - • •••- • : •• •.• •• IADDRESS: 126 N.E 100 TH STREET, MIAMI SHORES, F1.7,.00000 -0000 PERMIT #: •• • • ••• ••• ••• • • •• • EneravGauae® DCA Form 600A-2004 EneravGauae®IFIaRES2004 FLRCSB v4.0 BASE 1 •' GLASS TYPES .18 X Conditioned X BWPM = Points i Floor Area Overhang Type /SC Omt Len Hgt Area X WPM X WOF = Point .18 1240.0 2.36 526.8 Single, . Clear N 4.0 6.0 60.0 6.03 0.97 352.7 Single, Clear E 4.0 6.0 40.0 4.77 1.07 203.8 Single, Clear S 4.0 6.0 96.0 4.49 1.22 524.8 Single, Clear W 4.0 6.0 4.0 5.49 1.02 22.3 I- As -Built Total: 200,0. 1. 103,: WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Instil, Exterior 3.0 1162.0 1.20 1394.4 _ Exterior 1162.0 0.60 6972 Base Total: 1162.0 697.2 As -Built Total: 1162.0 1394.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 22.0 1.30 28.6 - Exterior Wood 44.0 2.80 123.2 Exterior 44.0 1.80 792 Adjacent Wood 22.0 1.90 41.8 Base Total: 66.0 107.8 As -Built Total: 66.0 165.0 CEILING TYPESArea X BWPM = Points - Type R-Value Area X WPM X WCM = Points Under Attic 1240.0 0.10 124.0 Under Attic 19.0 1240.0 0.14 X 1.00 173.6 Base Total: 1240.0 124.0 As-Built Total: 1240.0 173.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM . = Points - Slab 175.0(p) -2.1 -367.5 - Slab-On-Grade Edge insulation 0.0 175.0(p -2.10 -367.5 Raised 0.0 0.00 0.0 Base Total: -367.5 As -Built Total: 175.0 367.5 ' INFILTRATION Area X BWPM = Points - Area X WPM = Points ' 1240.0• -0-.06 -744 - 1240.0 -0.06 -74-4 EneravGauae® DCA Form 600A-2004 EneravGauae®IFIaRES2004 FLRCSB v4.0 FORM 600A -2004 : .: •:• •'• •• •• •: • EnergyGauge® 4.0 • • • : : •• : ' • : : WINTER CALCULAT5 S "' Residential Whole Building Performance lilethadaN - Details s: • • • • • I • ADDRESS: 126 N.E 100 TH STREET, MIAMI SHORES, Ft.,.00000 -0000 PERMIT #: •• ••• .. • • EneravGauaeTu DCA Form 600A-2004 EneravGauae®/FIaRES2004 FLRCSB v4.0 BASE Winter Base Points: 1013.9 Winter As -Built Points: 2394.7 Total Winter X Points System = Multiplier Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 1013.9 0.6274 636.1 (sys 1: Electric Strip 17060 btuh ,EFF(1.0) Duc ts:Unc(S),Unc(R),Int(AH),R6.0 2394.7 1.000 (1.099 x 1.137 x 0.91) 1.000 1.000 2723.0 2394.7 1.00 1.137 1.000 1.000 2723.0 EneravGauaeTu DCA Form 600A-2004 EneravGauae®/FIaRES2004 FLRCSB v4.0 • FORM 600A -2004 • ..• • •• •• • • •• • • • • • • WATER HEATING & CODE C©MPL•I'ANCE STATUS Residential Whole Building Performance Methad.A - Details . . • • • •• • • • :•• • • • • • • •••• IADDRESS: 126 N.E 100 TH STREET, MIAMI SHORES, Ft: b0000 -0000 PERMIT #: EnergyGauge® 4.0 • BASE WATER HEATING Number of X Multiplier = Total Bedrooms •. • . • •. ••• ••• • • - -- ..' :: :Mt " :5W1ILT• Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 1 2273.00 2273.0 65.0 0.88 1 As -Built Total: 1.00 2376.32 1.00 2376.3 2376.3 PASS EneravGauaeTh DCA Form 600A-2004 EneravGauaa@/FIaRES2004 FLRCSB v4.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 14505 636 2273 17414 11455 2723 2376 16554 PASS EneravGauaeTh DCA Form 600A-2004 EneravGauaa@/FIaRES2004 FLRCSB v4.0 FORM 600A -2004 • ••• • • • ••• • • ••• • • • • • • • • • • • ••• • • • Code Compliant a hec�Ciitt" Residential Whole Building Performance Aethe4d.A a Details • ..,. ;;;•. • •-• • ••• • • ADDRESS: 126 N.E 100 TH STREET, MIAMI SHORES, FLT •0.0000 -0000 PERMIT #: EnergyGauge® 4.0 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIV• ; •'• :'• ;•• • •• COMPONENTS SECTION REQUIREMENTS FOR EACH PI';A$TIJE; ; :' • 44 • • • Exterior Windows & Doors 608.1.ABC.1.1 Maximum :.3 cfm/sq.ft. window Stba; .8 cfrn/sq ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.122 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1 ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed lighting Fixtures 606.1 ABC.12.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. 606.1 ABC.12.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits 606.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. Multi-story Houses CHECK 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS Water Heaters SECTION REQUIREMENTS 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or dearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flaw must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. CHECK EneravGauaeT"" DCA Form 600A -2004 EneravGauae®/FIaRES2004 FLRCSB v4.0 4 • ENERGY PERFORMA�T�;E (EPL) DISPLAY•C�RD�. • • ESTIMATED ENERGY PERFORMANCE SCORI = 84147 The higher the score, the morecric e44 tpe3i444. is • • •• • • • , 126 N.E 100 TH STREET, MIAMI SHORES, FL, 00000 -0000 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass type 1 and area: (Label read. a. U- factor. (or Single or Double DEFAULT) b. SHGC: (or Clear or Tint DEFAULT) 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. NIA 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A c. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A Addition Single family 1 1 No 1240 ft2 by 13- 104.4.5 if not default) Description Area 7a. (Sngle Default) 200.0 112 7b. (Clear) 200.0 ft2 _ R=0,0, 175.0(p) ft R= 3.0,1162.0 ft2 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 65.0 gallons EF: 0.88 Cap: 30.0 kBtu/hr _ SEER. 12.00 Cap: 17.1 kBtu/hr _ COP: 1.00 b. N/A c. Conservation credits (HR-Hcat recovery, Solar DHP- Dedicated heat pump) R =19.0, 1240.0 f12 _ 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT Programmable Thermostat, Sup. R =6.0, 25.0 f1 MZ-C-Multizone cooling, MZ- H- Mnitizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLA /RES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a USEPA/DOE EnergyStc/ designation), your home may qualify for energy efficiency mortgage (EF MM incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on Rages 2 &4. EnergyGauge® (Version: FLRCSB v4.0) FORM 600A -2004 • • ••. • • • ••• EnergyGauge® 4.0 d.F:Oliciii040:t FLORIDA ENERGY CODE FOR BUILDING CONSTRUCTIO Florida Department of Cohwmumity Affairs': : Residential Whole BuildirA9Orforrrips% I tethbd A DEC 15 2006 Project Name: FILL RESIDENCE Builder: B Y: Address: 126 N.E 100 TH STREET ... • Rerna+tting.Officer MIAMI City, State: MIAMI SHORES, FL 00000 -0000 ••• �•� PerrAit:Nw�nber: ()6 - 7j�ZZ.� Owner: „• : : •4ir-iligtiQ„Nlj er: 232600 Climate Zone: South 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multifamily 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass type 1 and area: (Label read. a U- factor. (or Single or Double DEFAULT) b. SHGC: (or Clear or Tint DEFAULT) 8. Floor types a. Slab-On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A Addition Single family 1 1 No 1240 ft2 by 13- 104.4.5 if not default) Description Area 7a. (Sngle Default) 200.0 112 7b. (Clear) 200.0 ft2 - R�.0, 175.0(p) ft R =3.0, 1162.0 ft2 R =19.0, 1240.0 ft2 Sup. R=6.0, 25.0 ft Glass / o ''r Area: 12. Cooling systems. a. Central Unit b. NIA c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR Heat recovery, DHP-Dedicated heat 15. HVAC credits (CF- Ceiling fan, CV-Cm s ventilation, HF -Whole house fan, PT-Programmable Thermostat, MZ-C-Multizone cooling, MZ- H- Multizone heating) Cap: 30,0 kBtuthr _ SEER: 12.00 Cap: 17.1 kBtuthr _ COP: 1.00 : 65.0 gallons EF: 0.88 Total as -built points: 16554 Total base points: 17414 I her •y ce +' "that ans and s• �« cations covered by this tta a «•mpliance "; +the Florid ergy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL! DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 284. EneravGauae® (Version: FLRCSB v4.0) FORM 600A -2004 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • •••••• • • EnergyGauge® 4.0 SUMMER CALCL3LAMIONS. Residential Whole Building Performance Method A - Details .. .. .: : ... • •• • •• ••••• • • •••• ADDRESS: 126 N.E 100 TH STREET, MIAMI SHORES; �'L,10000r -0000• • PERMIT #: •• • • • •• ••• •• EneravGauae® DCA Form 600A-2004 EneravGauae® /FIaRES2004 FLRCSB v4.0 BASE • ••' • • .A.siBuniT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 1240.0 32.50 7254.0 Single, Clear N 4.0 6.0 60.0 36.46 0.79 1719.2 Single, Clear E 4.0 6.0 40.0 78.71 0.65 2037.4 Single, Clear S 4.0 6.0 96.0 66.93 0.60 3838.1 Single, Clear W 4.0 6.0 4.0 70.53 0.67 187.6 As -Built Total: 200.0 7782.2 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 3.0 1162.0 2.70 3137.4 Exterior 1162.0 2.70 3137.4 Base Total: 1162.0 3137.4 As -Built Total: 1162.0 3137.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 22.0 2.60 57.2 Exterior Wood 44.0 9.40 413.6 Exterior 44.0 6.40 281.6 Adjacent Wood 22.0 3.80 83.6 Base Total: 66.0 338.8 As -Built Total: 66.0 497.2 CEILING TYPES Area X BSPM = Points Type R Value Area X SPM X SCM = Points Under Attic 1240.0 2.80 3472.0 Under Attic 19.0 1240.0 3.72 X 1.00 4612.8 Base Total: 1240.0 3472.0 As -Built Total: 1240.0 4612.8 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 175.0(p) -20.0 - 3500.0 Slab -On -Grade Edge Insulation 0.0 175.0(p -20.00 - 3500.0 Raised 0.0 0.00 0.0 Base Total: - 3500.0 As -Built Total: 175.0 -3500.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1240.0 18.79 23299.6 1240.0 18.79 23299.6 EneravGauae® DCA Form 600A-2004 EneravGauae® /FIaRES2004 FLRCSB v4.0 FORM 600A -2004 • • ••. • • • • •••• • •. •• • • ... •• • • • • • ..... . SUMMER CALClRL4 :IONS. Residential Whole Building Performaocp, Method A - Details .. . . ... • • •• • • ••• ••••• • • • • •••• IADDRESS: 126 N.E 100 TH STREET, MIAMI"S`HORES; PL, V0000Ab00' • 'PERMIT* EnergyGauge® 4.0 • • • • • •• ••• •• BASE - . • A*13U1t.T Summer Base Points: 34001.8 Summer As -Built Points: 35829.2 Total Summer X System = Cooling Points Multiplier Points -Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 34001.8 0.4266 14505.2 (slid-1: Central Unit 30000 btuh ,SEERIEFF(12.0) Ducts: Uric (S),Unc(R),Int(AH),R6.0(INS) 35829 1.00 (1.07 x 1.165 x 0.90) 0.284 1.000 11454.6 35829.2 1.00 1.125 0.284 1.000 11454.6 EneravGauaeMM DCA Form 600A -2004 EneravGauae®/FIaRES2004 FLRCSB v4.0 FORM 600A -2004 • • .•• „'.:: ;,,. • ••• .... • • • ... • • WINTER CALCULATIONS:. Residential Whole Building Performance Method A - Details . . . • ... • • • •.. ..... • • EnergyGaugee 4.0 ADDRESS: 126 N.E 100 TH STREET, MIAMI SHORES; FL;'00000 --V000 •• • • • PERMIT #: • •• ••• •• BASE • 4S- 'BU1t.T GLASS TYPES .18 X Conditioned X BWPM = Points I Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM X WOF = Point .18 1240.0 2.36 526.8 Single, Clear N 4.0 6.0 60.0 6.03 0.97 352.7 Single, Gear E 4.0 6.0 40.0 4.77 1.07 203.8 Single, Clear S 4.0 6.0 96.0 4.49 1.22 524.8 Single, Gear W 4.0 6.0 4.0 5.49 1.02 22.3 As -Built Total: 200.0 1103.6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 3.0 1162.0 1.20 1394.4 Exterior 1162.0 0.60 697.2 Base Total: 1162.0 697.2 As -Built Total: 1162.0 1394.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 22.0 1.30 28.6 Exterior Wood 44.0 2.80 123.2 Exterior 44.0 1.80 792 Adjacent Wood 22.0 1.90 41.8 Base Total: 66.0 107.8 As -Built Total: 66.0 165.0 CEILING TYPESArea X BWPM = Points Type RValue Area X WPM X WCM = Points 4 Under Attic 1240.0 0.10 124.0 Under Attic 19.0 1240.0 0.14 X 1.00 173.6 Base Total: 1240.0 124.0 As -Built Total: 1240.0 173.6 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 175.0(p) -2.1 -367.5 Slab -On -Grade Edge Insulation 0.0 175.0(p -2.10 -367.5 Raised 0.0 0.00 0.0 Base Total: -367.5 As -Built Total: 175.0 -367.5 INFILTRATION Area X BWPM = Points ' Area X WPM = Points 1240.0 -0.06 -74.4 1240.0 -0.06 -74,4 EneravGauae® DCA Form 600A -2004 EneravGauoe®/FIaRES2004 FLRCSB v4.0 1 FORM 600A -2004 • ••.• • . .••• • .• •. • . ,' 1• •• • • • • WINTER CALCUILA1 IONS:. Residential Whole Building Performance Method A - Details . . ... • • • • .• • . •• ••••• • EnergyGauge® 4.0 IADDRESS: 126 N.E 100 TH STREET, MIAMI SHORES, fL; 00- V000'' •' PERMIT #: •••• • • EneravGauaeTu DCA Form 600A-2004 EneravGauae®/FIaRES2004 FLRCSB v4.0 BASE • "' • • '4S- BU1l.T -- - - - - - -- Winter Base Points: 1013.9 Winter As -Built Points: 2394.7 Total Winter X Points System = Multiplier Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 1013.9 0.6274 636.1 (sys 1: Electric Strip 17060 btuh ,EFF(1.0) Ducts :Unc(S),Unc(R),Int(AH),R6.0 2394.7 1.000 (1.099 x 1.137 x 0.91) 1.000 1.000 2723.0 2394.7 1.00. 1.137 1.000 1.000 2723.0 EneravGauaeTu DCA Form 600A-2004 EneravGauae®/FIaRES2004 FLRCSB v4.0 FORM 600A -2004 • • • .•. • . • . • • •••• •• •• • • • •• •• • WATER HEATING & CODE COMPLIANNCE STATUS Residential Whole Building Performance Method A - Details • . . • ... • • •• .•.•. EnergyGauge® 4.0 ADDRESS: 126 N.E 100 TH STREET, MIAMI SHORES, P14%/0000-00001 ••• PERMIT #: BASE WATER HEATING Number of X Multiplier = Total Bedrooms •• • • • •• •.. •. Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 1 2273.00 2273.0 65.0 0.88 1 As -Built Total: 1.00 2376.32 1.00 2376.3 2376.3 . CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points Cooling + Heating + Hot Water = Total Points Points Points Points 14505 -636 2273 17414 - 11455 2723 2376 16554 EneravGauaem DCA Farm 600A-2004 PASS EneravGauae©/FIaRES'2004 FLRCSB v4.0 FORM 600A -2004 • • ••• • • • • • • • • •. •• •• • • ••. • • • • • Code Compliaiice.CbetkEidt Residential Whole Building Performance Method A - Details EnergyGauge® 4.0 • • • • • • • •• ••••• I ADDRESS: 126 N.E 100 TH STREET, MIAMI SHORES; FL;ld00002;00?• •• NeRMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST • • • • • • • • • -• _ . COMPONENTS Exterior Windows & Doors Exterior & Adjacent Walls Floors Ceilings SECTION 606.1 ABC.1.1 606.1 ABC.1.2.1 606.1 ABC.1.2.2 606.1-ABC.t.2:3 Recessed Lighting Fbctures 606.1 ABC.1.2.4 - Multi - story Houses 606:1 ABC.12.5 Additional Infiltration reqts 606.1 ABC.1.3 REQUIREMENTS FOR EAQH }1C 'ICE: • • : • • • Maximum :.3 cfm/sq.ft w iedew 3rel; open. Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wan; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls-where a•continuoucs • infiltration barrier is installed that extends - from, and is sealed to, the foundation to the top plate. Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Between' walls & callings; penetrations of ceiling ofto p -floor, around shafts, chaso soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Air barrier on perimeter of•floor cavity-between floors. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. CHECK 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS Water Heaters Swimming Pools & Spas Shower heads Air Distribution Systems HVAC Controls Insulation SECTION 612.1 612.1 612.1 610.1 607.1 604.1, 602.1 REQUIREMENTS Comply with efficiency requirements in Table 612,1 ABC.3.2. Switch or clearty marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. Insulation. Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. CHECK EneravGauaeTO' DCA Form 600A -2004 EneravGauae®/FIaRES2004 FLRCSB v4.0 1. 2. 3. 4. 5. 6. 7. • ENERGY PERFORM�PSTC.Eit «VEL (EPL) DISPLAY CARD • • • • • • •• • •• ••••. • • ESTIMATED ENERGY PERFORMANCE SCORE'S = 84.7 The higher the score, the Ohre tfilci feL the popes • • • •• • • • • • ••• •• , 126 N.E 100 TH STREET, MIAMI SHORES, FL, 00000-0000 New construction or existing Single family or multifamily Number of units, if multi. family Number of Bedrooms Is this a worst case? Addition Single family 1 1 No Conditioned floor arca (ft2) 1240 112 Glass type l and area (Label read. by 13- 104.4.5 if not default) a. U- factor. (or Single or Double DEFAULT b. SHGC: (or Clear or Tint DEFAULT) 7b. 8. Floor types a. Slab-On -Grade Edge Insulation R).0, 175.0(p) ft. b. WA c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A c. N/A 10. Ceiling types a. Under Attic b. N/A C. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A Description Area 7a. (Sngle Default) 200.0 ft2 (Clear) 200.0 ft2 R =3.0, 1162.0 ft2 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A _ c. Conservation credits _ (HR Heat recovery, Solar DHP- Dedicated heat pump) R= 19.0,1240.0 ft2 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Wlmle house fan, PT-Programmable Thermostat, Sup. R=6.0, 25.0 ft _ MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLA /RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOEEnergyStcP° designation), your home may qualify for energy efficiency mortgage (EEll.4) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at wwwfsec.ucfedu for information and a list of certified Raters For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter G1asq output on pages 2&4. EnergyGauge® (Version: FLRCB v4.0) Cap: 30.0 kBtu/hr _ SEER: 12.00 Cap: 17.1 kBtu/hr COP: 1.00 Cap: 65.0 gallons _ EF: 0.88 M10� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• MIAMI -DADE COUNTY, FLORIDA • • METRO -144DE FLAGLSP.BUILDING :140 IVT1.S'P FLALLEA S 'RRETp SUITE 1603 • • • • • 11'D14M1, FLCIIIg,A 33130 -1563 • NOTICE OF ACCEPTANCE • (3e,p37s�9o1 PAX/305) 375 -2908 Florida Storm Panels, Inc. .... • .. •••., .. 14475 N. W. 26th Avenue 4 •• •.• • • • • •. • Opa Locka, Florida 33054'�'� 200,7/17 • • • • • • • • SCOPE: 8 1 ° -n This NOA is being issued under the applicable rules and regill'a ��.� _ •verning the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described 1..=rein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.060" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 99 -230, titled " 0.060" Aluminum Storm Panel ", sheets 1 through 4 of 4, prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision #4 dated May 23, 2002, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 0531.05 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. In NOA No 02- 0826.06 Expiration Date: 08/26/2007 Approval Date: 09/19/2002 Page 1 O i 2 5 8 L R A PIaON Y RL TES: TH PR VSNA pCOEUMS WEfAE SOEPA A N LLOHAOB F F AS TRESA S py A Y V�EZO 0F TE PixieA BUILDING 600 E 2. KU iS A 311 W W50 I THE RASA YS 3. wiN0E THESE ECOCIITY. 09 WIND LOAD CAL UI.ATITN S EO RDAKCE WITH 15 A DIRECTIONALITY FACATNCOCOR OF KO .1.0 SHALL -�L822 US 4. FO0R SETAE - SPECIFIC APPLK,si OP THIS SFCG3TTNOEA�SYSTEM�UOE DEFORMATION 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61615 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCIRIEKR QOE TTOEVHIAAITNE E TIN60NI, 815 0�TDOES PRE5E24 DNTRHEHAI. 0TR 1 TOT' 1ES T STRUCTURE HEREIN EITFIER FFORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES OETAILCD HEREDI. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. B. 8115.0156 0#RICIALL.MMAANY2126, O T077,fa FOLLOWWA G PAS 07TIALGDR�O�CUMENTs.. TTANHIELE AI P2RODl1C NGTOHEE Eft CI ENTS TO S ALL EO UU�TI1' ITT _V GRRpANTINa HISS //RE"ER APPRMOEVAA�L..� I, BI SECURED FROM THE HI0.TM OAOE CWNTY PRODUCT CGNiROL DIV SKIN AND g�L 115 6063 -T6 ALIPONDM 5" MAO. ANGLE SCALE : 3" • r -D- OSTORM PANEL SCALE . 3- • 3 -0' 4EF .7 TYV. OB ANGLE SCALE , 3- . r -0� ANGLE wHEN r*E 511'6 604401110!1 D2V W 0"10445 OCCUR WITHIN iryE HICili vFlOCrcr HURRICANE O SCALE : r • r -o- SONE AREAS ONLY OPTHIN'8' SHALL BE ACCEPTS• 8Y iME BULLDFNG OFFKUIL. 9. 5102ROARE ROLLOIW OF 23 gi�u ALUMINUM ALLOY. 0.060' TMUI. WITH A MIN ID. PRODUCT MARKINGS SHALL 86 WITHIN 1Y OF ONE Np 07 THE PANEL WITH A AS FOLLOWS MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED ' FLORIDA lirA S.GR:. M1A6O -DAOE OPA iLOORRIiOOAACDNTROL APPROVED 1L I9NMUM TEN 110 STRENGTH 0R 60 KVA. GALVANIZED D OR STAINLESS STEEL WITH A T2. 13. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N KATE.OPANEMS MAY F 1OUTHLDOTALYMENE AP PUC ADE. 116N 7 FOR 'A' AND 'U• HEADER MOUNTING CONOIT1oN5. 460" tTY2* .090. B °PI TRACK SCALE . HALT SIZE r oS- .00" I STUDDED ANGLE' O WINGNUT lJ SCALE , 3" • 3-0• SCALE , MALE 51ZE GAL V. STEEL GRADE SO OD ALI N.' t • Na..081' 14. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT SAMPAN TO A KEYHOLE WASHER f R f x 16 205 ST TUBE UUS$IING t/4- O R 3 -U ' BOLTS W D ST AIUMMiM W ASNERED W WGNUTS R LL BE P T515EE YPICAL FLEVAT - 09 .C. PANELS NOT �3 I /4 -20IG STEEL TUGS SHALT BE PASTENE AT OVERLAPS 12-V 0.C.L AT IW pS AN MO/R 1/4 -20 • 1' MACHINE BOLTS WITH 012 ST UMMUM WASHERED WNiG JACKNUTS USE TYPICAL ELEVATION 090'6;. FOR PANEL SPANS LESS THAN 33- O V ERLAP PAST t TUBE ARE NOT RFA STORM 15. THE HO1420W S TENANT THAT E BOLTS ANRLL/S VALL PS AgFRETER qO EpL INSTALLED PROTECTION WARNING LABEL SHALL 8E FASTENED WITH PEREIANENT MAR. PRODUC2'RENEWED with 1lN17 *Will Cade AmPti aN.. -o:L. Dam • •72117 . •06 SCALE , HALF SIZE 1 STEEL TUBE •7 4 SCALE , 3' • 0"_o" U< -20. 3 -•.2 SOLT WITH WASITE t6DOW0IONLIITS WIDTH UNI.MTED Mao. TO PANEL SPAN) SEC 00 66 xg S 4 Y 11 TOP MOUNT ©x©10 PLAN wt. on MOUNT 5.00• "h• HEADER O °h° HEADER (-A 8U° HEADER L`1 BCAL2.3- • 3.0- SCALE , 3- • r•6• SCALE , 3' • 3 1.500' cc_a 1.00 /0775(1*4188 06i5CTIDN r- T6 ABLAV STEEL ORAOE SO Loo STANDARD CHANNEL SCALE , MALI' SIZE atep' r . I' TM. MAY el USED WINGS REDUCED SEPARATISM FROM GLASS r 1522012610. SHE p, SE7ARATONi Fecal GLASS A p S SCHEDULE. SKEET 3. AND 0 PLAN VIM L NOTE N $5EET I(1 ERLAPFAETEMERE 0" 88 I6OVERLAP 121414AN OW L p MOTE ) V 8OTTOM MOUNT t e OR °MEET TYPICAL ELEVATION (SYSTEM 1) ""'T OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP t4OUNTS SMALL BE -O- OR 'U' HEADERS OR DIRECT MOUNTS WITH ANCHOR5 L0 6 -1 /4' O.C. OR 12 -1/2' O.C. BOTTOM MOUNTS SHALL BE -F- TRACK OR STUDDED ANGLES WITH STUDS 0 6 -1/4' O.C. OR DIRECT MOUNTS WITH ANCHORS t5 6 -U4' O.C. OR 12 -1/2' 0.C. BRNT.O CONCRETE. 02 !MOCK OR FRAMWB 05/23/02. 10:48 •r .NGA 5T USE WHERE AP7LIC40L2 SEE NOTE T4 L TY74AL (L2VATWN5 1112 2OISTW6 CONCRETE. NDLLOW PRA WOOF OVERLAP PASTIMES TYP. (SEU MIT 7 U. 94OADE GAIN.8TE0, E 61.05118E Flue' r .2• MOL TO 2' • S- MAR. 7.08764466 • N' 0.6 POD DEMON LOADS LESS 11168 OR EQUAL T0100 ESP AND r O.G PER OCSIGM LOADS GREATER MAN NO PEE. � AWACS �C�TASBU AM6R1 W4• MAR. Imimosimom alki4V m ,_ 1_3.'4 r r • 160A STEEL WHERE AP7LKAHLE SEC NOTE N L 1o716.0. EXISTING ELEVATIONS (EVEI CONCRETE, HOLLOW 81.020NO 16050 PLAN VIEW SCALE, I-1/e- • 3 •0• 07ER1.47 (Ls GAGE GALV. STEEL LE CLOSURE PIECE WIOTMIOADOT2D O ALVSTEEL GRADE SO QSOFFIT CHANNEL SCALE, HALF UTE t--i 34 GAGE I Gµ V. STEEL S00- MAO. WULF. TO PANEL SPAN) SECTL_Itr. CLOSURE SCALE + 3" • 3 -0• TOP MOUNT /1-----00 OR (MEET HOUNT r • r TUB[. MAY01 USED MIMIC RLOUCED SEPARATION FROM GLASS 150801668.SEE.••• SCPEDLLE. sees GLASS SCHEDULE. SNOB S. Aw�� � 0. ALAN MI S NOT[ •!O.1W • PASTE*** • NOT[ PLAN VFW+ • •• • •• • Et • 9 e 9 R 9 •� • •OOTTOM MOUNT T 0 OR Ste • •••• MW07 • TYPICAL ELEVATION 4SYSTEM2) • • • a- • •• OVERLAP FASTENERS OR REINFORCING 1%BE RE01RRE0. TOP L BOTTOM MOUNTS SHALL ...8f T OR ST13006111• • • ANGLES WITH STUDS P 6 -U4 S. ?c CT MOUNT% • WITH ANCHORS • 6 -U4" O.C. • • • • • • • 1• FASTENER • Dr OE. POR DESIGN LOADS LESS THAN OR 8ODA4 TO NO PSP AND r GE. PDX a80m1 LOADS GREATER THAN NO ESP. •SEC ANCINR 66.801.6 FOR ANY ACCEPTABLE AMMO O EXISTING C0IKR578. WILLOW IEN OR PBLRA WOOD • • • • •••0 a01E4SfDONO[Itl•• •• • f • 81 8DW DFbios w.w 0 •.. 99 -230 sheet 1 or 4 • • • 0• • • • • •• • • •• • • • • N N EXISTING CONCRETE MELLOW BLOCK OR 4000 FRAMING FASTENER. SE( ANCHOR SCM01S.0. RCPESEK( CONNEC7ION'MEV SE 01*55*T GLASS OR 01304 pelf STENER. SEE ANC ooauoo. REFERENCE NNECTION• Ewe 04- MAx. EXISTING CONCRETE HRA00 BLOCK OR NOW FRAMING ANGLE 70 WALL DETAIL 04.20 HMENNE SOL.T L WOOOTT • 0 -04- 0.C. PANELTOANGLB OETAL WALL MOUNT SECTION SCALE + 3` • r.0- SE( MN SEPARATION FROM GLASS 515001 LE MTAOLE 2 r 4- •.12S -OR r•4 -• a2S AL. TVB(0Rr•6- P.T. 0000 0/ V4 -N LAO SCREWS EE Tr O; W/ 7-Vr EMSCOMCM FOR CONNECTER* wRH STUD ANGLE SEE MN,© SEpPMARATION FO R> ROME S 0*05� . S*10 6RENCEE CONNECTER. '1TFE3. V4 -RAN. GLASS MOODS ®CONY. E*ISTOO COWR(TE naLLaw KW. ON Waco MARNE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTER. •TOED• QCEILING/INSIDE MOUNT SECTION SCALE : 3- a r.0- EXISTING 0000. CONC. OR MELLOW BLOCK STRUCTURE .IT702 N14 S.M.S. • l0- O C. 042E RAVINE BOLT L 0NGNUT • 41.44- 0.0 2 - 1/ 4-0 • 4 -02- Ss. LAG SC410 • 24- 0.C. MAX. WI T -3/4- PENETRATION N CENTER OF STUDS • TINS MAR MAT BE USED AT TOP 017 BOTTOM OF PAWLS. NOTE: USE OF 1X18 DETAIL IS LIMITED70 2 72 PSF. © WALL MOUNT SECTION (BOTTOM) SCALE + 3• • 1-0- 05/23/02 11:05 REMOVABLE FASTENER ss 0.V4- 0.1.04 E -vr 0.. 172X., OUT 0003T (X SCHEDULE SPAC04 SCE ANCHOR SCMEOAE REFERENCE CONECTON•TVH 1.. use V 4.20 STANLE55 STEEL TRUSS NEAP BELTS wail NETIg3E 0A5HER. ENOAOE BOLT NEAR N NARROW PORTION OF KEYHOLE WASHER (0ISTW3 CONCOCT 000.00 BLOCK OR 0000 PRAHBRS FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'loft• W4. 20 1410101E SOLT 11.141/12.1412 • Tr 04 TTp. Top L BOTTOM ®OR® V4-RAE. 11- yr GLASS OR 0004 EXISTING CONCRETE HOLLOW BLOCK OR 0000 FRAMING ROL SEPARATION PROM FASTENER. SEE ANCHOR SCHEDULE. REFERS*[ CONNECTION • TO( 1' ® OPTIONAL LEO macron OCATE '4- NEA00* LEO FLUSH WITH CHANNEL BUTTON FASTENER. SHE ANCHOR SCHEDULE REFERENCE E 100001TON 1/4 -20 MARIE BOLT i 00GN.T P 0. V4- 0E. 5072 :USE MINIS DETAIL IS .GAITED 70 272 P8F O BUILD -OUT MOUNT SECTION SCALE + Y • r -0- RO E V4-0 0000 5CRE0S 01 r F04 EMBE0IENT OR THREE 0000 S0SIONGS 0/ r MEN. CMEEOMENT ITTO. AT EACH 20157. TRESS OR RAFTER • 24' O.0 MAXI 2 • 0000 JEST, TRUSS OR RAFTER NIT 556 BETWEEN TRUSSES • Rr 0.1.0•X. MAX SASS DOOR SHE MOLL SEPARATION SCHEDULE ITASLE 2 (VO4 -N ELCO MALI YR10 0AS0ERE0 0NWO.T EXCEED SC 0054*. 0.800.21. SEE AN SLR °SMCILc REFERENCE CC •` • •:- • • to • •° •••• 1000 • •i ® WALL MOUNT SECTION (DIRECT MOUNT) SCALE + 3' • r -0- ••• x •••• • • • • •• ••• • • - •••• •• • • • • • •• • •• • • • • •• • • • • • • •• • PRODUCT MEWED . • B(•pyy14wB61•eRedd, • • • • • • • LB 1010• PRODUCT WISED Maepearee • linians Cede Or :•c• Md Ali.. No off_ 13 2:• Crest Midas NOTE : USE OF THIS DETAIL IS UMITED 70 272 PSF. (pi SOFFIT MOUNT DETAIL SCALE + 3" • r -O- Attend DlrLie• 2 .4 ;:0 VJ. + RPEa. c • • • •• 07/79/7999 Giiiiiii21 99-2i0 • • • • • • • • • •• • • • • • •• • 1N 4 • •0 • E.3 `E- 0. 6X157010 WOOD. CONC. OR 00*87840 CONCRETE HOLLOW BLOCK STRUCTURE HOLLOW 81.08* OR w00* 08*1 N0 SCHEDULE. SEE REFERENCE SCHEDULE. slc INDRI SCHEDULE. •BOSH NCE CONNU 41D.PRC0C6 fOMNECTON•T7P21' 04804005 7581 1.0_60 MACHINE 004.7 L NUT 04 Ir 0.C. IT11P. TOP E. 507705 1/1.- MAO. METING CONCRETE rOOWEPRA OR 8 V4 -20 MACHINE 00.7 i W040NA104 4I-V4- O.C. FASTENER. SEE *14310p SCHEDULE. REFERENCE CONNECTION•TWE1 • © BUILD -OUT MOUNT SECTION SCALE : 3' • y1 -E00- SPKRRS AS REND PAVOIER. SEE ANCHOR CONNECTION • Ms l• • 5-40 MOOG SOLT • *00 0RIT • 0-1/2.- 00. SEE Nam SEPARATION PROM G AaUtHE� H NP TRACK CONNECTION TO O EXISTING STRUCTURE DETAIL SCALE : 3" . T -D" PASTEKpl iEe aKC ION C ON• I• Mr! _ EXISTING COMCRET M CGLOI BLOCK OR W000 PRA Vat• HACKED Bar HINGNUT 6-NC. 00. EKK TOO CONCRETE HOLLOW BLOCK OR wow REAMING WIRE LATH MAY SE USW AS TYPICAL 0.5R0040OR• OVER 1000P 7• TRACK • • *44-20 MC100 DOLT L NEI•Wi p SEE MIN, SEPARATION P W.ASS . HEOLILE ITASLE srat 6♦SNEG`TEOEL PA041C7 . SEE All C01NECT10M • MS lPOS I ••[ 0 ALT. 0P TRACK CONNECTION TO NEW STRUCTURE DETAIL 0 IN Stir 5711880 3 FRESH 1LEG MY . 0E REWRSE01 VIRE LATH HAY OLD 1A110 AS TYPICAL I{ Rb (NOME YMT ENO LEO OP •P- TRACK O eP TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE : E. • r -0- SCALE, 3 -• Y -O- 1. E 2 -. r. VC- •r -1 -vr ALIJIOEUM AMBLE 1/0 20 s7U0 VI NUT 3/4• avr MEMOS FASTHONB ANGLE ASSESS V(SE8308A) MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE -POSITIVE DESIGN LOAD(W) (PSF) ACTUAL SHUTTER SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE (INCHES) (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) SYSTEMS 1 8 2 SYSTEMS 18 2 MITUBE N MIDSPAN ALL CONDITIONS 40.0 3' -0" 2 -1/4 3 1 -1/4 4•-0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 2 -1/4 3 1 -5/8 8' -5- 2 -1/4 3 2 -1/8 50.0 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -3/4 8' -5" 2 -3/8 3 2 -3/8 60• 3' -0" 2 -1 /4 3 1 -1/4 4•-0" 2 -1/4 3 1 -1/4 T-0- 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -5/8 7' -0" 2 -1/4 3 1 -7/8 2 -5/8 3 2 -5/8 70.0 3'-0- 2 -1/4 3 1 -5/8 4•-0 2 -1/4 3 1 -1/4 5.-0.. 2 -1/4 3 1 -3/8 2 -1/4 3 1 -5/8 2 -1/4 3 2 7.-9.. 2 -1/2 3 2 -1/2 Varo POWERS CALK -01 w/ 7Ir MIN D OEO IN C0NC. • r MC. OR 1/a • POWERS STEEL DROP -IN WI r rot. EMBED. IN CONCRETE IO r O.E. SCALE . N.T.S. 13-1/ LO. r. r. li7• 0R*L COKT. 110- M40R0447.71 ALUMNA ALLOT OR 410.0* GALT. STEEL IK6LE TONAL HANDLE LOCATOR 3 ANGLE • MAY VARY *WNW. AN T-avr *1.010.01 ANGLE MR EE 04 ADJACENT PANELS 70 RECLINE THIS 1 /0 -00 504.7. PLACE PANEL 09E11 (*CM ADJACENT FANO. *NO FASTEN •040W1Ts FROM VIE MSID6. (MAO 0E 1 OR 2 PAP@1.3 WOO 1/ 0-20 STUD • WENCH FASTENNO ANSI EASSEMBLY NOTE : USE OF THIS DETAIL IS UNITED TO *72 PSF AND A MAX. PANS-LENGTH OF 17-0•. 0 STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE : 1 -1/2' • r -0- 01..1/2. • l_Vr Al. S7U0 ANGLE 0 1/440 5.5. Ba.n L 010104178 04 HOPO•T OP PAWL SPAN OR Sr MC. ILK. *7101 © ALT. CORNER DETAIL SCALE , 3" • T-o" •••• • • • •••• • • • ENE• • • • • #4 NBYW • • Dste • PM* • • • •• .• 2.- 0 16 • •••. • • •• • • • • Ii000Kucro nods: • . • 680•( Division -0 :711/.1 i •.i1 L 007• U° z • so_ W 1-• a• o 0 . tn. a: N•n xm Uo too- 1,1; WM z= 30 $i3 w v 61,MN /11! 07/19/1999 99 -230 sheet of 1 • • • •• • 0 • • •• • 05/23/02 11 :08 r• • 5 8 ANCHOR SCHEDULE FASTENER MAXGM/M SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) PAIN. 2' EDGE DISTANCE 8161.3" EDGE DISTANCE SPANS OP TO. ANS UP TO ANs tBP T ANS UP TO SPANS ID TO S' -3" B•-5" 3' -7" 5' -3" (SEE NOTE I) NOTE 1) (SEE NOTE 1) NOTE 1) (SEE NOTE 1) CONNECTION ONNEC ONNEC 1 ONNECTION CONNECTION TYPE TYPE TYPE TYPE • TYPE 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 SPANS UP T (REMOTE 1\itAx4t1WAYsi4R61'd \P: 114'OITW TAPCON W/ 1-1 /t^ MR. EMBEDMENT 48 12512 12. 12.5 115 125 12.5 10 912.5 125 125 125 125 125 ONNECTION TYPE 1 2 3 123 123 123 62 12. 125 125 12.5 125 11 12.5 6 7 125 12.5 125 123 125 123 72 125 123 125 125 11 9 125 4 6 12.5 E.5 123 12.5 12.5 92 12.5 12.5 11 12.5 6 7 123 4 5 115 12.5 115 123 8 12 230 12.5 4 5 125 4 5.5 4 5 125 5 9 123 5 9 1t 48 125 125 125 12.5 125 11 125 6 7 115 133 125 125 123 123 1/4"0 0400 MALE/ FEMALE PANELMATE" W/ 1 -3/4 MD4 EM8EDMENT WITH 1/4 -20 MACHINE SCREW OR WORINUT 62 125 125 125 125 12 9 12 3 5 123 123 123 12.5 12 10 72 12.5 12.5 11 125 7 7 10 3 4 115 125 125 125 8 9 92 125 11 9 125 4 6 10 4 125 11 10 125 4 7 230 * 401 V4 "0 POWERS CALK -IN W/ 7 /e' EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW T. 1/4'0 POWERS ZAMAC NAIL-IN W/ 1-1/8- MIN EMBEDMENT 48 62 72 92 230 48 62 72 92 230 10 4 10 4 10 / 4 10 3 5 10 123 123 125 125 P 12512.512.5 10 123 125 12.5125 123 123 123 P 5 12.5 125 8 8 12S 125 123 123 123 12.5 123 115 11 125 6 7 125 125 12.5 123 12.5 125 123 ' 9 123 6 7 12.5 125 125 123 115 6 7 125 . 7 125 6 7 115 7 It 123 3 5 123 123 125 125 12.5 12 10 10 10 7 5 5 5 6 4 3 3 3 11 9 9 9 8 6 5 5 5 ANCHOR SCHEDULE mania MN069018PACN8 WOO) POU RED ma MUCUS 0ESE;N LONG AND WAt18 a ANCHOR TYPE LOAD (W) PSF MAX. (SEE 9201E 61181.316'ED DISTANCE SPANS UP T05P•N5 UP DIVANS OP TO 8. -5" (SEE NOTE 1\(SEE NOTE 11 (SEE NOTE 1) CONNECTION CONNECTION-CONNECTION TTPE TYPE TYPE 1 2 3 1 2 3 1 2 3 11'.•A1111U11P> 1/4'0 WOOD LAO W/ 1-3/4' MM@0LL TARE PEl•TRA TIO�R ATO WOOD GRAM 48 11 11 11 11 11 11 11 11 7 62 11 11 11 11 11 11 8 5 72 11 11 11 11 11 7 11 6 4 92 11 71 9 11 9 6 11 6 4 1 ON 5 /16'0 0.0. BRASS WOOD BUSHING W/ 1/4 -20 SOEWALK 80LT 63/4 "0 ME401 W/ r Mot EMBEDMENT •230 48 62 72 92 230 11 6 4 11 6 6.25 62 25.6.5 6.25 6.25 625 6156.25 623 4 11 6 4 5254.5 5 6 6256.25 3 4 5 .5,6.5 6 625 .25 6.5625 3 6.25 465 6 625% 4 S 654 4 4 625% 4 12.5 125 125 123 125 123 11 125 7 O 12.5 123 123 123 12.5 115 12.5 10 123 8' 11 7 11 7 11 b2S EE�w{E1�EEEDIEE1M�. i . '. EE • EEE7�EEEEICIEE6.5b256.56256.50E 1111011411 / . % % 7 ir I. 7 / 7 11 I 12.5 P 12.5 123 125 125 125 i , 12.5 12.5 125 12 10 12 ,.5 125 12.5 8 9 10 125 10 12.5 4 7 10 10 5 10 3 5 10 125 12.5 125 115 125 125 125 125 12.5 125 11 RS 125 125 12.5 8 10 11 12.5 11 115 4 8 11 13=113% ©m© b.5 625 625 ■1555111101561MIS111151Q 1/4 "0 ITW TAPCON W/ 1 -1/4' MN. EMBEDMENT 48 12.5 62 115 72 123 92 11 1/4'0 ELCO MALE/ FEMALE"PANELNATE- W/ 1 -V4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE 5CREW OR WINGNUT 230)25 48 12.5 62 72.5 72 125 92 12.S 230 10 * 1/4 "0 POWERS CALK -IN W /7 /8- EMBEDMENT L 1/4 -20 STAINLESS STEEL MACHINE SCREW 48 12.5 62 123 72 12.5 1/4"0 POWERS ZAMAC NAIL -IN W/ I -VO" MM. EMBEDMENT 92 123 230 9 48 625 62 6.25 62 6.25 72 6.2 230 6.25 03/23/02 11:22 3 12.5 12.5 11 9 4 115 n 9 T 12.5 12.5 12.5 12.5 10 125 125 12.5 11 62 3 12.5 125 125 6.25 -6.25 5 625625 625625 3 6256.2 MS US 12.51112 12 15 9 8 9 t0 125 5 7 8 B 10 3 5 7 6 11 3 6 11 m E E EE E LKI E E i"•Ti�SdiiTA=7i0'iL On ©i15T1 EE EEE EM©EE 6.25 656.06.2Sb/5 ©ti EEE©ME EE625.65 6 6.25625 an EEEOEIEMIEE62s 21111121701M0 M ©EVAIroniGTNViiiTVADI EI ' STORM PANEL SPAN SCHEDULE - NEGATIVE DESIGN LOAD W (PSF) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. 1 BOTTOM MOUNTS SHALL BE "F" TRACKDR OR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS W/ ANCHORS @ 6 -1/4" O.C. OR 12 -1/2" O.C. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK STUDDED ANGLES WITH STUDS @I 6 -1/4" 0.C. OR DIRECT MOUNTS WITH ANCHORS 6 -1/4" O.C. SYSTEM .1 MAX. PANEL LENGTH (FT - IN) SYSTEM 2 MAX. PANEL LENGTH (FT - IN) 40.0 8 -5 8 -5 50.0 8 -5 8 -5 60.0 8 -4 8 -4 70.0 7 -9 7 -9 80.0 7 -3 7 -3 90.0 6 -10 6 -10 100.0 6 -2 6 -6 110.0 5 - 7 6 - 2 120.0 5 - 2 5 - 11 130.0 4 -9 5 -8 140.0 4 -5 5 -6 150.0 4 -1 5 -3 160.0 3 -10 5 -1 170.0 3 -7 4 -11 180.• 3 -5 4 -10 190.0 3 -3 4 -8 200.0 3 -1 4 -7 210.0 2 - 11 4 - 5 220.0 2 -9 4 -4 230.0 2 -8 4 -3 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMNNNG ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE MATED TO 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE OISTANCE. 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 CONNECTION 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 W000 FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL. 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" Ge0.55 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. y DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10.*DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHEREO WINGNUT. • • • •••• • • • •• • • •• • • • • •• • PA9 * *ENEWED • • • otoosphisglIth tYe 1791( • • • •• Buillafebdt Axoptasce No ."0 06 8! , Lam/ • • .t-i. ••• • • • • • ••• • ••• raosucriterso A ROOZ� • :027 • EsPinII nW 3• D•d d•13CMN6 DJa SILO 'M• 07/19/1999 99-230 shoot 4 of 4 COUNTY !91 FEB 2 8 2001 BUILDING CODE COMPLIANCE e>~a PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: • • • • • ••• • • • • • • •• •• • • • • • • • • • • ••• • • • • ••• • • • • • MIAA/IrD•A•DE COUNTY, FLORIDA • • • • • • • �'1ETIp -DAZiE FLAGLER BUILDING • • • 140•WES=1' >h'LAMER:STREET, SUITE 1603 •• : PGT Industries • ••• • • • • • • • . •• • • or •• • • • • • • • • 1 • • • • • • • • • • • • ••• • • • • ••• • • • • ••• • • •• . ••: •' • • • • • . . • • o • • NOTICE OF ACCEPTANC$: tVIDENCE S'= UMfI & • A. DRAWINGS . •• ••• •• 1. Manufacturer's die drawings and sectiom. • • • 2. Drawing No. 4127 -20, titled "Alum. Horiioiital 01 • . 1 through 12 of 12, prepared by PGT InZustries, dated 0/22/06, •with revision �d dated 05/21/06, signed and sealed by Robert L. Clark, P.E.. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window(OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4857, dated March 08, 206, re- issued on 2/20/98, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4860, dated February 20, 1998, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Revised Anchor Calculations, and structural analysis, dated 06/12/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 D. QUALITY ASSURRANCE 1. Miami -Dade County Building Code Compliance Office E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, dated 03/23/06, signed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 03/23/06, signed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0327.04 Expiration Date: July 27, 2011 Approval Date: July 27, 2006 PGT Industries . ••. • • • ••• • • • • •• •• • �•• •• • • • • • • • • • ••• • • • • • • • • • • •.• • • • • • • ••• • • • •• • ..: •'• • • • • • • ••• • •• • • • • • • • • • • • NOTICE OF ACCEPTANCI$ vj, IEN E S�EJhMI _E TTLD G. OTHERS • ••• .. 1. Letter from the consultant, dated June 21., 200b, tta iitg hiethe pxoduct is compliance with the Florida Building Code (FBC). •. • • ; • • • • • • • • • E ..2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0327.04 Expiration Date: July 27, 2011 Approval Date: July 27, 2006 GENERAL NOTES: NON - IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: A. 3/18° ANNEALED GLASS B.3/16°TEMPERED GLASS C. 1/4° ANNEALED GLASS D. 1/4° TEMPERED GLASS Q E. 13116* I.G.. 118* ANNEALED OUTBOARD, 9/16° AIR SPACE, 1/8° ANNEALED INBOARD F. 13/16' I.G.,1/8' TEMPERED OUTBOARD, 9/16' AIR SPACE, 1/8" TEMPERED INBOARD G.13/16" I.G., 3/16" ANNEALED OUTBOARD, 7/18° AIR SPACE, 3/16" ANNEALED INBOARD H. 13/16° I.G., 3/16° TEMPERED OUTBOARD, 7/18° AIR SPACE, 3/16° TEMPERED INBOARD 1.13/16" 1.G., 3/16' ANNEALED OUTBOARD, 1/2" AIR SPACE, 1/8° ANNEALED INBOARD J. 13/16° 1.G., 3/16° TEMPERED OUTBOARD, 1/2° AIR SPACE, 1/8° TEMPERED INBOARD 2. CONFIGURATIONS: OX, XO. XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 2 THROUGH 4) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. C. DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE AND WHERE IMPACT RESISTANCE IS REQUIRED, 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4857 AND FTL -4860. ELCO I tX I HON NOA: 04-0721.01, 03. 0225.05 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION HR810, PREVIOUSLY REFERRED TO AS HR710. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 0 FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 1/2° NOM. GLASS BITE _4 ___3/18° ANNEALED OR TEMPERED GLASS 3/16" MONOLITHIC GLASS 1/2' NOM. GLASS BITE 82 OR 83 1....1/4° ANNEALED OR TEMPERED GLASS 1/4° MONOLITHIC GLASS 1/2° NOM. GLASS BITE • • • • • •• • •••••• • 000000 •••• • • •••• 000000 • • •• •• 000000 • • • • • 84, 85, 86, 87:88 OFD 89 1/8° OR 3/16° ANNEALED OR TEMPERED GLASS A7/18",1/2" OR 9/18° AIR SPACE 1/8° OR 3/16° ANNEALED OR TEMPERED GLASS 3/18° 13/16" INSULATED GLASS R°"der Reatlus Rosary: Wfz F.K 5/12/06 Rode*. A ADD AIR SPACE DM NOTE 1, TECH. REF. NOTE 76 NOTE9. Oa waft FK °2127/08 CeemdRr J.J. 1070 TECHNOLOGYDRNE NOMCW39. FL 34278 P.U. BOX 1828 NOXOMI$. FL34274 PIG" Vi,ib/y Bette. GENERAL NOTES T. ALUM. HORIZONTAL ROLLER WINDOW, NON-IMPACT saw HR810 NTS aft1 a 12 4127-20 Re. NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 1 DESIGN PRESSURES 2-4 ELEVATIONS 5 VERT. SECTIONS 6 HORIZ. SECTIONS 8 PARTS LIST 7 EXTRUSIONS 8 CORNER DETAIL 6 ANCHORAGE.. .»_9-12 Aged °scomptbstmilb e • Nemo • • • • •• •• • • • •• •••••• • •• • • • • • •• •••• • • • •••• • • •••• ••• • • • •• • • 000000 • • ••••• • • ••••• •••••I • • • •••••i • 00000 • • HR610 (XOX 114,112,114) DESIGN PRESSURES FOR MIAMI -DADE COUNTY (ASTM E 1300-98) TABLE 1. WINDOW WIDTH 48" GLASS TYPE WINDOW HEIGHT 24" 26" 36" 38 3/8" 48" 50518" 60" 63" A,E,I +75.0 -120.0 +75.0 -120.0 +75.0 -101.1 +75.0 -93.0 +70.7 -70.7 +66.2 36.2 +60.3 -60.3 +53.1 -53.1 -50.5 C +75.0 -150.0 +75.0 -150.0 +75.0 -146.2 +75.0 -133.9 +75.0 -100.0 +75.0 -93.5 +75.0 -86.4 +75.0 +71.7 -71.7 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 -142.5 +75.0 -134.4 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -137.5 +75.0 -128.6 +75.0 -118.8 +75.0 -104.5 -98.6 53118" A,E,I +75.0 -120.0 +75.0 -120.0 +75.0 -93.4 +75.0 -87.3 +67.4 -87.4 +62.9 -62.9 +57.2 -57.2 -48.3 +45.6 -45.8 C +75.0 -150.0 +75.0 -150.0 +75.0 -130.9 +75.0 -122.9 +75.0 -93.0 +75.0 -86.8 +75.0 -80.0 -70.2 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 -149.9 -124.0 G +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -123.1 +75.0 -115.2 +75.0 -109.1 -96.5 +75.0 -90.9 60" A,E,I +75.0 -120.0 +75.0 -118.4 +75.0 -83.0 +75.0 -77.6 +60.2 -60.2 +56.2 -58.2 +52.2 -52.2 C +75.0 -150.0 +75.0 -150.0 +75.0 -113.1 +75.0 -108.4 +75.0 -81.6 +75.0 -78.2 +73,3 -73.3 -60.2 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -149.5 -137.3 +75.0 -120.0 -112.9 G +75.0 -150.0 +75.0 -150.0 +75.0 -149.4 +75.0 -139.7 +75.0 -108.3 +75.0 -101.2 +75.0 -84.0 -80.2 74" A,E,I +75.0 -96.9 +75.0 -93.2 +68.9 -68.9 +65.8 -65.8 +51.5 -51.5 +48.7 -48.7 +45.0 -45.0 -40.0 -37.5 C +75.0 -105.2 +75.0 -105.2 +75.0 -89.6 +75.0 -82.3 +66.2 -68.2 +62.3 -57.9 -51.4 +48.6 -48.6 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -140.0 +75.0 -131.3 -119.8 +75.0 -103.7 +75.0 -97.1 G +75.0 -144.6 +75.0 -144.6 +75,0 -124.0 +75.0 -118.5 +75.0 -92.7 +75.0 -87.7 -81.1 +72.0 -72.0 84" A,E,I +75.0 -81.6 +75.0 -80.1 +60.7 -60.7 +58.1 -58.1 +47.8 -47.8 +45.4 -45.4 +42.3 -38.1 -36.2 C +75.0 -81.6 +75.0 -81.6 +75.0 -77.6 +73.4 -73.4 +59.6 -59.6 +56.7 -56.7 +52.7 -52.7 +46.9 -44.2 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -133.5 +75.0 -122.9 -111.5 +75.0 -95.8 -89.5 G +75.0 -112.2 +75.0 -112.2 +75.0 -109.3 +75.0 or A,E,I +62.5 -62.5 +82.5 -62.5 +52.2 -52.2 +50.3 -104.5 -50.3 +75.0 +44,1 -86.1 +75.0 -81.8 +75.0 -76.2 +68.6 -44.1 +42.1 -42.1 +39.6 -39.6 +35.6 -35.6 +65.2 -65.2 C +62.5 -62.5 +82.5 -62.5 +62,5 -62.5 +62.5 -82.5 +54.3 -54.3 +51.8 -51.6 +48.0 -48.0 B,D,F,H,J G +75.0 -117.2 +75.0 -117.2 +75,0 -117.2 +75.0 -117.2 +75.0 -117.2 +75.0 -116.3 +75.0 -104.8 +75.0 -85.9 108 3/8" A,E,I +51.4 -51.4 +75.0 +50.9 -85.8 -50.9 +75.0 +46.6 35.9 -46.6 +75.0 .85.9 +75.0 -79.4 +75.0 +44.7 -44.7 +40,0 -40.0 +38.7 -38.7 +71.2 -71.2 +641 -37.2 -89.1 -64.1 +60.8 -60.8 -31.7 C +51.4 -51.4 +50.9 -50.9 +50.9 -50.9 +50.9 -50.9 +48.7 -48.7 +46.9 +45.4 -45.4 +40.9 -40.9 B,D,F,H,J +75.0 -96.4 +75.0 -95.5 +75.0 -95.4 +75.0 -95.4 +75.0 -95.4 +75.0 -95.4 +75.0 -95.4 -85.0 G +70.7 -70.7 +70.0 -70.0 +70.0 -70.0 +70,0 -70.0 +70.0 -70.0 +69.6 -69.6 +66.9 -59.9 10r A,E,I +50.0 -50.0 +49.5 -49.5 +45.8 -45.8 +44.0 -44.0 +39.4 -39.4 +38.1 -38.1 +33.0 -33.0 C +50.0 -50.0 +49.5 49.5 +49.4 -49.4 +49.4 -49.4 +47.8 47.8 +48.3 -48.3 +44.8 -44.8 +40.6 -40.6 B,D,F,H,J +75.0 -93.8 +75.0 -92.7 +75.0 -92.6 +75.0 -92.6 +75.0 -92.6 +75.0 -92.6 +75.0 +75.0 -84.4 G +68.8 -88.8 +68.0 -68.0 +67.9 -67.9 +87.9 -67.9 +67.9 -67.9 +67.9 -67.9 -59.4 111" A,E,I +47.8 -47.6 +46.9 -48.9 +44.2 44.2 +42.8 -42.8 +38.3 -38.3 +37.1 -37.1 +35.7 -35.7 +32.4 -32.4 -56.5 C +47.6 47.8 +46.9 -48.9 +46.7 -46.7 +48.7 -46.7 +46.4 -46.4 +45.2 -45.2 +43.6 -43.6 -40.0 B,D,F,H,J +75.0 -89.3 +75.0 -88.0 +75.0 -87.7 +75.0 -87.7 +75.0 -87.7 +75.0 -87.7 +75.0 -87.7 -83.8 G +65.5 -85.5 +84.5 -64.5 +64.3 -64.3 +84.3 -64.3 +64.3 -84.3 +64.3 120" A,E,I +41.7 -41.7 +40.7 -10.7 +40.0 -40.0 +39.0 -39.0 +35.5 -35.5 +34.3 -64.3 -34.3 -32.9 +30.3 -58.4 -30.3 • C +41.7 -41.7 +40.7 -40.7 +40.0 40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 -40.0 +37.9 -37.9 B,D,F,H,J +75.0 -78.1 +75.0 -76.4 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 -75.0 +75.0 -75.0 G +57.3 -57.3 +56.0 -56.0 +55.0 -55.0 +55.0 -55.0 +55.0 -55.0 +55.0 -55.0 -55.0 +55.0 -55.0 GLASS TYPES: A. 3/16" ANNEALED TEST REPORT: FT1-4860 B. 3/16" TEMPERED C. 1/4" ANNEALED D. 1/4" TEMPERED Osta Osts Fit A ADD AIR SPACE DIM TO GLASS TYPES E - J. awaked Virft 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 DESIGN PRESSURES, XOX (1/4-1/2-1/4) ALUM. HOROONTAL ROLLER WINDOW, NON-IMPACT • 000000 00000 000000 • 000000 000000 • Roberti_ Park, P.E. PE $39712 Strudwal HR610 (XOX 113,113,113) DESIGN PRESSURES FOR MIAMI -DADE COUNTY (ASTM E 1300 -98) TABLE 2. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 24" 26" 36" 38 3/8" 48" 50 518" 54" 60" 63" „ A,E,I +75.0 -120.0 +75.0 -120.0 +75.0 -120.0 +75.0 -118.5 +75.0 -90.0 +75.0 -84.5 +75.0 -78.3 +69.2 -69.2 +65.5 -65.5 C +75.0 -140.6 +75.0 -140.6 +75.0 -128.6 +75.0 -118.5 +75.0 -90.0 +75.0 -84.5 +75.0 -78.3 +69.2 -69.2 +65.5 -65.5 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -146.7 +75.0 -129.8 +75.0 -122.7 G +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -123.8 +75.0 -116.1 +75.0 -107.6 +75.0 -95.2 +75.0 -90.0 53118„ A,E,I +75.0 . -114.8 +75.0 -114.8 +75.0 -114.8 +75.0 -110.2 +75.0 -83.1 +75.0 -77.9 +72.0 -72.0 +63.6 -63.6 +60.1 -60.1 C +75.0 -114.8 +75.0 -114.8 +75.0 -114.8 +75.0 -110.2 +75.0 -83.1 +75.0 -77.9 +72.0 -72.0 +63.6 -63.6 +60.1 -60.1 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -146.0 +75.0 -135.1 +75.0 -119.2 +75.0 -112.6 G +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -114.3 +75.0 -107.1 +75.0 -99.1 +75.0 -87.4 +75.0 -82.6 60" A,E,I +75.0 -90.0 +75.0 -90.0 +75.0 -90.0 +75.0 -90.0 +75.0 -75.8 +70.9 -70.9 +65.5 -65.5 +57.6 -57.6 +54.3 -54.3 C +75.0 -90.0 +75.0 -90.0 +75.0 -90.0 +75.0 -90.0 +75.0 -75.8 +70.9 - 70.9 +65.5 -65.5 +57.6 -57.6 +54.3 -54.3 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -142.1 +75.0 -132.9 +75.0 -122.7 +75.0 -108.0 +75.0 -101.9 G +75.0 -123.8 +75.0 -123.8 +75.0 -123.8 +75.0 -123.8 +75.0 -104.2 +75.0 -97.5 +75.0 -90.0 +75.0 -792 +74.7 -74.7 sr A,E,I +74.4 -74.4 +74.4 -74.4 +74.4 -74.4 +74.4 -74.4 +70.8 -70.8 +66.1 -66.1 +60.9 -60.9 +53.4 -53.4 +50.3 -50.3 C +74.4 -74.4 +74.4 -74.4 +74.4 -74.4 +74.4 -74.4 +70.8 -70.8 +66.1 -66.1 +60.9 -60.9 +53.4 -53.4 +50.3 -50.3 B,D,F,H,J +75.0 -139.5 +75.0 -139.5 +75.0 -139.5 +75.0 -139.5 +75.0 -132.7 +75.0 -123.9 +75.0 -114.2 +75.0 -100.2 +75.0 -94.4 G +75.0 -102.3 +75.0 -102.3 +75.0 -102.3 +75.0 -102.3 +75.0 -97.3 +75.0 -90.9 +75.0 -83.7 +73.5 -73.5 +69.2 -69.2 „ A,E,I +62.5 - 625 +62.5 -62.5 +62.5 -62.5 +62.5 - 62.5 +62.5 - 62.5 +62.1 -62.1 +57.1 -57.1 +50.0 -50.0 +47.1 -47.1 C +62.5 -62.5 +62.5 - 62.5 +62.5 -62.5 +62.5 -62.5 +62.5 -62.5 +62.1 -62.1 +57.1 -57.1 +50.0 -50.0 +47.1 -47.1 B,D,F,H,J +75.0 -117.2 +75.0 -117.2 +75.0 -117.2 +75.0 -117.2 +75.0 -117.2 +75.0 -116.5 +75.0 -107.1 +75.0 -93.8 +75.0 -882 G +75.0 -85.9 +75.0 -85.9 +75.0 -85.9 +75.0 -85.9 +75.0 -85.9 +75.0 -85.4 +75.0 -78.6 +68.8 -68.8 +64.7 -64.7 74" A,E,I +59.2 -59.2 +59.2 -59.2 +59.2 -59.2 +59.2 -59.2 +59.2 -59.2 +59.2 -59.2 +56.0 -56.0 +48.8 -48.8 +46.1 -46.1 C +59.2 -59.2 +592 -59.2 +59.2 -59.2 +59.2 -59.2 +59.2 -592 +59.2 -59.2 +56.0 -56.0 +49.0 -49.0 46.1 • 06.1 B,D,F,H,J +75.0 -111.0 +75.0 -110.9 +75.0 -110.9 +75.0 -110.9 +75.0 -110.9 +75.0 -110.9 +75.0 -105.1 +75.0 -91.9 +730 $6.4 G +75.0 -81.4 +75.0 -81.4 +75.0 -81.4 +75.0 -81.4 +75.0 -81.4 +75.0 -81.4 +75.0 -77.1 +67.4 -67.4 01311.153.4 444MP *42.0 „ A,E,I +46.9 -46.9 +46.2 -46.2 +45.9 -45.9 +45.9 -45.9 +45.9 .45.9 +45.9 -45.9 +45,9 -45.9 +44.7 -44.7 C +46.9 -46.9 +46.2 -46.2 +45.9 .45.9 +45.9 -45.9 +45.9 -45.9 +45.9 -45.9 +45.9 -45.9 +44.7 -44.7 +420 +•7604,678.7 42.0 B,D,F,H,J +75.0 -87.9 +75.0 -86.5 +75.0 -86.1 +75.0 -86.1 +75.0 -86.1 +75.0 -86.1 +75.0 -86.1 +75.0 -83.9 G +64.5 -64.5 +63.5 -63.5 +63.1 -63.1 +63.1 - 63.1 +63.1 -63.1 +63.1 -63.1 +63.1 -63.1 +61.5 -61.5 VZ.7• +4Q.5.44.0 •5>7.7 80" A,E,I +41.7 -41.7 x+40.7 -40.7 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 C +41.7 -41.7 +40.7 -40.7 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +gQQ • sa.o B,D,F,H,J +75.0 -78.1 +75.0 -76.4 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +j5.0 •75.0 G +57.3 -57.3 +56.0 -56.0 +55.0 -55.0 +55.0 -55.0 _ +55.0 -55.0 +55.0 -55.0 +55.0 55.0 a +55.0 -55.0 +55.0 • -§5.0 • • • GLASS TYPES: A. 3/16" ANNEALED F. 13/16" I.G., 1/8'T, 9/16" AIR SPACE, 1 /6"T ea TEST REPORT. FTL -4860 B. 3/16" TEMPERED G. 13/16" I.G., 3/16"A, 7/16" AIR SPACE, 3/16"A C. 1 /4" ANNEALED H. 13/16" I.G., 3/16"T, 7/16" AIR SPACE, 3/16"7 D. 1/4" TEMPERED L 13/16" I.G., 3/16 "A, 1/2" AIR SPACE, 1/8 "A E. 13/16" I.G., 1/8 "A, 9/16" AIR SPACE, 118 "A J. 13/16" I.G., 3/16"T, 1/2" AIR SPACE, 1 /8"T Dstlie Rem IBF free linIstaaw F.K uamer• FJC Par B/12ISS 2/27/08 A Gmae9y J.J. ADD A/R SPACE DIP4 TO GLASS TYPES E - J. 22roaI 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. 89X 1828 NOKOMIS, FL 34270 EIGT Visibly Bearer DESIGN PRESSURES, XOX (1/3-1/3-1/3) ALUM. HORIZONTAL ROLLER WINDOW, NON-IMPACT aewn"ae HR010 NTS , are ire 3 a, 12 4127 -20 ••• • • • •••• •• • • • • • •• • • • •••••• • • •••••• • • ••••• , . • -.ice • ••.• • • 000000 • • •••••0' • • •• • • • • • HR610 (OX AND XCh DESIGN PRESSURES FOR MIAMI -DADE COUNTY (ASTM E 1300 -98) TABLE 3. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 24" 26" 38" 38 3/8" 24" A,E,1 +75.0 -120.0 +75.0 -120.0 +75.0 -120.0 +75.0 -120.0 48" 50 6/8" 60" 63" +75.0 -120.0 +75.0 -120.0 +75.0 -120.0 +75.0 -114.3 +75.0 -108.3 C +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -147.0 +75.0 -138.4 -128.6 +75.0 -114.3 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 -150.0 +75.0 -150.0 +75.0 -150.0 G +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 281/2" A,E,I +75.0 -120.0 +75.0 -120.0 +75.0 -120.0 +75.0 -120.0 +75.0 -120.0 +75.0 -120.0 +75.0 -118.0 +75.0 -104.8 +75.0 -99.2 C +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -135.2 +75.0 -127.1 +75.0 -118.0 +75.0 -104.8 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 G +75.0 -150.0 37" A,E,I +75.0 -120.0 +75.0 +75.0 -150.0 -120.0 +75.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 -113.7 +75.0 - 105.8 +75.0 -85.8 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -83.7 +75.0 -81.8 +75.0 -76.1 C +75.0 -150.0 +75.0 -150.0 +75.0 -149.7 +75.0 -137.5 +75.0 -103.4 +75.0 +75.0 -89.5 +75.0 -78.9 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 -150.0 +75.0 -140.3 +75.0 -132.5 G +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -139.2 +75.0 -122.8 +75.0 -115.9 48" A,E,I +75.0 -107.0 +75.0 -107.0 +75.0 -97.5 +75.0 -91.0 +68.2 -68.2 +63.9 -63.9 -58.2 +49.6 -49.8 C +75.0 -107.0 +75.0 -107.0 +75.0 -107.0 +75.0 -107.0 +75.0 -85.8 +75.0 -79.9 -73.5 -64.3 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -142.1 +75.0 -130.7 +75.0 -114.3 +75.0 -107.8 G 63 1/8" A,E,I +75.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -131.2 -88.1 +75.0 -87.4 +75.0 -87.3 +75.0 -82.5 +84.0 -64.0 +75.0 • +59.8 -123.4 +75.0 -114.3 -100.0 +75.0 -94.2 -59.8 +55.1 -55.1 +47.2 -47.2 C +75.0 -88.1 +75.0 -87.4 +75.0 -87.3 +75.0 -87.3 +75.0 -80.3 +74.7 -74.7 -68.5 +59.7 -59.7 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -142.8 +75.0 -132.8 +75.0 -121.8 +75.0 -106.1 G 64" A,E,I +75.0 +75.0 -137.1 -85.6 +75.0 -135.9 +75.0 -135.8 +75.0 -135.8 +75.0 -115.1 +75.0 -84.6 +75.0 -84.5 +75.0 -81.2 +63.0 -63.0 +75.0 +58.9 +75.0 -99.2 -9t5 +75.0 -87.3 -54.1 +472 -472 C +75.0 -85.6 +75.0 -84.6 +75.0 -84.5 +75.0 -84.5 +75.0 -79.5 +73.9 -73.9 -67.8 +59.0 -59.0 B,D,F,H,J G +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -133.1 +75.0 -131.6 +75.0 -131.5 +75.0 -150.0 +75.0 -131.5 +75.0 -141.4 +75.0 -131.4 +75.0 -120.5 +75.0 -104.9 +75.0 -113.4 +75.0 -105.9 +75.0 -89.6 +75.0 -98.6 60" A,E,I +71.3 -71.3 +89.7 -69.7 +68.5 -68.5 +68.5 -68.5 +57.5 -57.5 +54.3 +50.2 -502 +43.8 -43.8 +41.7 -41.7 C +71.3 -71.3 +69.7 -69.7 +68.5 -68.5 +88.5 -68.5 +68,5 -68.5 +68.5 -68.5 +63.3 -83.3 -54.9 B,D,F,H,J +75.0 -126.8 +75.0 -123.9 +75.0 -121.7 +75.0 -121.7 +75.0 -121.7 G +75.0 -110.9 +75.0 -108.4 +75.0 68" A,E,I +61.1 -61.1 +59.2 -59.2 +56.6 -108.5 -58.6 +75.0 -106.5 +75.0 -103.6 L +75.0 +75.0 -121.7 -112.6 -97.8 +75.0 +75.0 -78.9 +56.6 -58.6 +54.0 -54.0 +50.5 -50.5 -41.2 C B,D,F,H,J +61.1 -61.1 +59.2 -59.2 +56.6 -56.6 +56.6 -56.6 +56.6 -56.6 +56.6 -56.6 +51.6 -51.6 +75.0 -108.7 +75.0 -105.3 +75.0 -100.8 +75.0 -100.6 +75.0 -100.6 +75.0 -100.6 +75.0 -91.8 G +75.0 -95.1 +75.0 -92.1 +75.0 -88.0 +75.0 -88.0 +75.0 -88.0 +75.0 -88.0 -84.9 -74.2 72" A,E,I +53.5 -53.5 +51.5 -51.5 +47.5 -47.5 +47.5 -47.5 +47.5 -47.5 +47.5 -44.6 +39.7 • C +53.5 -53.5 +51.5 -51.5 +47.5 -47.5 +47.5 .47.5 +47.5 -47.5 +47.5 -47.5 B,D,F,H,J +75.0 -95.1 +75,0 -91.6 +75.0 -84.5 +75.0 -84.5 +75.0 -84.5 +75.0 -84.5 +75.0 -84.5 +75.0 G +75.0 -83.2 +75.0 -80.1 +73.9 -73.9 +73.9 -73.9 +73.9 -73.9 +73.9 -73.9 -73.9 +71.4 -71.4 74" A,E,I +51.3 -51.3 +49.4 -49.4 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +44.2 -44.2 -39.1 C +51.3 -51.3 +49.4 -49.4 +45.0 145.0 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +45.0 +45.0 -45.0 • 000000 este • 00000 000000 +341 487.0 B,D,F,H,J +75.0 -91.3 +75.0 -87.8 +75.0 -80.1 +75.0 -80.0 +75.0 -80.0 +75.0 -80.0 +75.0 -80.0 -80.0 0 GLASS TYPES: +75.0 -79.9 +75.0 -76.8 A. 3/16" ANNEALF_D +70.1 -70.1 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 -70.0 TEST REPORT FTL-4857 B. 3/16' TEMPERED C. 1/4" ANNEALED D. 114" TEMPERED Oats Neradar Realskam Reersder Mac Rertsforts ADD AIR SPACE 1:04. TO GLASS TYPES E - J. tbasraEly FiC Mad= Itip Oshr 1070 TECHNOLOGY ORNE NOKOMIS, FL save P.O. BOX 1829 NOKOMIS. FL 34274 Pica- Vistb6 Better DESIGN PRESSURES, OX AND X0 WINDOWS ALUM. HORIZONTAL ROLLER WINDOW, NON-1MPACT Rew A BY • • 000000 00000 • 2L Clark. P.E PE 639712 Sbuclund • mom Or F.K. Dabr oar 5/12/6 Datm Z/27/O8 120° MAX WIDTH DETAIL B - XOX (1/4- 1/2 -1/4) 33 9118° MAX DLO FIXED 33 9!18° MAX DLO VENT 57318 MAX DLO ALL FIXED LITES Revistattr itotkar amines A C • 74° MAX WIDTI I DETAIL A - OX OR XO 56' MAX. 63° DLO ALL MAX VENTS HEIGHT ALL CONFIG. 273/8° 27 3/8° MAX. DLO F+ MAX. DLO VENT I FIXED 8 90° MAX. WIDTH DETAIL C - XOX (1/3- 1/3 -1/3) • • NOTE: •••• • •• • 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SEC• ILS. • • • • • • 1p A •••• • •• ••••• •• • • • • • • •••• • 000000 • • •• •• •••••• • • • • 8 •••• • • •••• • •••••• • • • •••••• • • • • • •• • NO CHANGE THIS SHEET areted* J.1 1070 TECWNOLOOY ORME NOKOMIS. FL 34275 P.O. 11828 NOKOMIS. FL 34274 Pid ELEVATIONS Visffi!y Better em ALUM. HORIZONTAL ROLLER WINDOW, NON - IMPACT Saosatockt waft HMO NTSI 5 ,•12 I�4127 -20 I A • • •••••• • • ••••• Wafts • •••• • • • •• • • ••••• • • 1- MAX. FIXED DLO - ►� MAX. WIDTH SECTION B-B (HORIZONTAL SECTION - XOX) MAX. HEIGHT MAX. VENT DLO j ()OPTIONAL Ogre SECTION C-C (VERTICAL SECTION) MAX. WIDTH SECTION A-A (HORIZONTAL SECTION - OX) • •••• • • •••• • ••• • • • •••••• • • •• •• SEALANT ®P! AT HEAD:ANDSIL • • • • • •• • VIEW D-D (FRAME CORNER CONSTRUCTION) 5/12!06 nee 2/27106 Ardskow A pannier JJ. NO CHANGE THIS SHEET 3/221V 1073 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O.8SX1578 NOKOMIS. FL 34274 PST Visibly Better SECT IONS nos ALUM. HORIZONTAL ROLLER WINDOW, NON-IMPACT HRBIO raga 6 12 cameo 4127-20 ••• • • ••••• •• •• • • • •• 000000 • • • •••••• • • • 7, L Geri, P.E. PE 535712 Structural Tf8M DW(#1 REV DESCRIPTKIN MAUL PGIW 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 2 4025 13/16" 10(3/16" ANNEALED, 7/16" AIR SPACE, 3/16" ANNEALED) SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 #8X3 /4 PH. PAN HEAD - 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 6 4136 61014 FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 71630 SILL ADAPTOR 6063 -T6 AL 64137 8 4131 71631 ROLLER TRACK 6063-T6 AL 64131 10 71298 7CASP WEEP HOLE COVER POLYPROP. 71298 12 1626 61624K ADHESIVE OPEN CELL FOAM PAD 1635 7PAD1626 13 4002 A FLANGEFRAMEJAMB 6063 -T6 AL 612775 14 4134 61816 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 641100 17 4054 B FDCEJ MEETING RAIL 6063RD -T6 AL 64054A 19 4066 W STP.,.187X .230, FIN SEAL 64066G 21 4105 SASH TOP AND BOTTOM RAIL 6063 -T5 AL 612240 22 1683 WSTP.,.250 X .270 BACK, FIN SEAL 61683G 23 225-1 ROLLERHOUSING &GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS -T6 AL 64006 33 1235 W STP. „170 X.270 BACK, FIN SEAL 678160 35 1096 SWEEP LATCH DIBCAST 71096 36 1016 #8X .625 PH. FL SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 39 7070 BULB WEATHERSTRIP .187 X 275 67070K 40 LIFT RAIL COVER CAP 74078 "C" L OR R 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZINGBEAD BULB (THIN) 61 F248K 57 4014 B GLAZINGBEAD -3/16” & 1/4" 64014 58 4046 A GLAZINGBFAD - 3/16" & 114" W/ GRILL KI 6063 -T5 AL 644842 59 4067 GLAZING BEAD - 13/16" 6063 -T5 AL 64067 80 CLASS 3/16" ANNEALED 81 " 3/16" TEMPERED 82 " 114" ANNEALED 83 " 1/4" TEMPERED ITEM DWG# REV1 DFSCIUPTION 1 MAIL PGIW 84 GLASS 13/16" 1G (1/8" ANNEALED, 9/16" AIR SPACE, 1/8" ANNEALED) . 85 " 13/16" IG(I /8" TEMPERED, 9/16" AIR SPACE, 1/8" TEMPERED) 86 " 13/16" 10(3/16" ANNEALED, 7/16" AIR SPACE, 3/16" ANNEALED) 87 " 13/16" IG(3 /16" TEv4PERFD, 7/16" AIR SPACE 3/16" TEMPERED) 13/16" I0(3/16" ANNEALED, 1/2" AIR SPACE, 1/8" ANNEALED) - 89 " 13/16" I0(3/16" TEMPERED, 1/2" AIR SPACE, 1/8" TEMPERED) 90 1014 SCREEN FRAME MR. & VER.) 3105 -H14 AL 61014 91 1630 SCREEN CORNER KEY WRINGS POLYPROP. 71630 92 1631 SCREEN CORNER W /OUT RENO POLYPROP. 71631 93 1073 SCREEN SPRING ST.ST. 7CASP 94 1624 SCREEN SPLINE - .135 DIA. FOAM EMI PVC 61624K 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 6I635K 96 SCREE CLOTH 61816 • • • • • •• • • 000000 •••• • • 000000 • • •• •• •••••• • • • • • • • • • • •• • an gender FJG Mae Reldstivac -oases* FK Olga Daft 512708 Remi"m NmL6nx A ADDA!R SPACE O 4L TO ITEMS 81.88. aiegs 2/'27/03 tx.mmer. d,t 3122N8 I 1070 TECHNOLOGY DRIVE NOKOML4, R. 34270 P.O. BOK 1529 NOKOMIS. 71.34274 Pc�T PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, NON - IMPACT Visibly Better a.rwnm",e HR810 Sair NTS 7 d 12 ramawk. 4127 -20 ••• • • • •••• •• • • • •• • • • • • •••••• • • •• - ••• • ••• 0••• • •••••• • • • •••••• •••• • • •••• •• • • • • •••••• • • ••••• • • s• I % ' /6 Robert L Clark, P.E. PF.035712 Structural 1 FLANGE FRAME HEAD #4102A, 608346 .4130 11 11 �- 1.451 O SASH STOP #4025,6083 -T5 It 1 x-+-1.349+1 21 SASH TOP & BOTTOM RAIL #4105, 6063-T5 1.057 17.5 of 57 GLAZING BEAD 3/16" OR 1/4" #40148,6083 -T5 Rmisbas 2 3.152 1. O FLANGE FRAME SILL #4136, 6063 -T6 ROLLER TRACK #4131, 6063 -T6 0 O FRAME SILL ADAPTER #4137, 6083-T6 h-1.513 j( 040 .738 [-1.443 —{ SASH STOP COVER #4053, 6063-T5 32 SASH MTG. RAIL #40080,6083HS -T6 1.057 37 GLAZING BEAD 3/16" OR 114° #4048A,6083 -75 (USED W! GRILL KIT) SASH SIDE RAIL #4128, 6063-T5 I 1.363 13 FLANGE FRAME JAMB #4002A,6063 -T6 1.1187 --1-11-E 1+1.4031 17 FIXED MEETING RAIL #40548,6063H0 -T6 —1.097 59 GLAZING BEAD, 13/16" #4087, 6063 -T5 • • • • • •• • •••••• • •••••• • • •••• eeeeee • • •• •• 000000 • • • • • • • • • • •• • Rand Etc liersd F.K •: F.K Cebx a.� 5!12/0006 Dols 2J27/08 Realsions lieriskas A NO CHANGE THIS SHEET rxaatwar J.J. Dabs 1070 TECHNOLOGY DRIVE NOKOMIS. FL 31276 P.O. BOX 1629 NOKOMIS, FL 34274 c, Devoitka EXTRUSIONS Vsrtt, Better 7- ALUM. HORIZONTAL ROLLER WINDOW, NON - IMPACT Seassmolet �� HR610 Hail dal " 12 I 4127 -20 IA • • •••• •• • • • • •• • •• • 1 • •••••• • • • •••••• • • OOOOOO • • �sc••• ••••• , -Tri arty .40,r _ • • • L.._��. • et, OOOOOO •• • • •••• • • •• • OOOOO • L C1ark,P.E. PE 839712 SUucaual • MIAMI -DPDE COUNTY ANCHORAGE FOR XOX (114 -1/2 -114) WINDOWS - TABLE 4. GLASS TYPE, A, I B, F, J G 1. ANCHOR TYPES: TABLE KEY: DS I 3 1-..---ANCHOR QTY. PER JAMB ANCHOR TYPE & SUBSTRATE' C, 3, WOOD E, 1,2' WOOD/CONC 0, 3, WOOD H, 1.2, WOOD/CONC 3, WOOD 1,2, WOOD/CONC 1 -1/4° ELCO TAPCONS 2 - U4° ELCO SS4 CRETE -FLEX f HEAD 3 - /412 SCREWS MTG. RAIL CLUSTER & SILL NA -NOT AVAILABLE 2. GLASS TYPES: A. 3/16° ANNEALED GLASS B. 3/18' TEMPERED GLASS C.1/4" ANNEALED GLASS D.1 /4' TEMPERED GLASS Q E. 13/16' LG.,1/8' ANNEALED, 9/16° AIR SPACE, 1/8° ANNEALED F. 13118' 1.0., 118° TEMPERED, 9/18' AIR SPACE, 1/8° TEMPERED G.13/16° I.G.. 3/16' ANNEALED, 7/16° AIR SPACE, 3/16' ANNEALED H. 13116' I.G., 3H6° TEMPERED, 7/18' AIR SPACE, 3/16' TEMPERED 1.13/16° I.G., 3/16" ANNEALED, 1/2* AIR SPACE, 1/8'' ANNEALED J. 13/16° I.G., 3/16' TEMPERED, 1/2° AIR SPACE, 1/8' TEMPERED 3. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING TESTED DIMENSIONS AT FULL DP: HEAD & SILL: 1012° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. JAMBS: 9° MAX. FROM CORNERS AND 2212' MAX. O.C. 4. INSTALL XOX (1/4-1/2-1/4) WINDOWS IN MIAMI -DADE COUNTY PER ADJACENT TABLE. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 5. FOR WINDOWS INSTALLED OUTSIDE OF MIAMI -DADE COUNTY WITH ANY OF THE APPROVED GLASS TYPES TO THEIR RESPECTIVE FULL DESIGN PRESSURE AND WITH EITHER OF THE ANCHOR TYPES, SPACE WINDOW SIZE v W m ZONES ZONES ZONES ZONES ZONES ZONES O A _ ad 63 m -, °q A = m mg -, G A = ro 2 2 ,¢� O on g q c = .6 2 -, 1 ro m 53.125 x 26.000 36.000 38.375 48.000 50.625 54.000 60.000 63.000 C4 2 B3 2 C4 2 B3 2 C4 2 B3 2 C4 2 B3 2 C4 2 B3 2 C4 2 B3 2 C4 2 B3 2 DS 2 C4 2 DS 2 C4 2 C4 3 B3 3 E6 3 C4 3 D5 3 C4 3 C4 3 23 3 E6 3 C4 3 05 - 3 C4 3 C4 3 B3 3 27 3 DS 3 05 3 C4 3 C4 3 83 3 E6 3 C4 3 DS 3 B3 3 C4 3 i B3 3 E6 3 C4 3 05 3 B3 3 _ 00.000 x 28000 38.000 38.375 48.000 50.825 54.000 60.000 83.000 C4 2 B3 2 C4 2 B3 2 C4 2 B3 2 C4 2 B3 2 05 2 C4 2 DS 2 C4 2 C4 2 B3 2 DS 2 C4 2 DS 2 C4 2 C4 1 3 B3 3 27 3 DS 3 05 3 C4 3 C4 3 B3 3 27 3 D5 3 05 3 C4 3 C4 3 B3 3 F7 3 DS 3 05 3 C4 3 C4 3 B3 3 27 3 DS 3 135 3 B3 3 C4 3 23 3 F7 3 C4 3 135 3 B3 3 74.000 x 28.000 36.000 38.375 46.000 50.625 54.000 60.000 83.000 C4 2 B3 2 DS 2 C4 2 05 2 C4 2 ANCHORS PER NOTE 3. 1012° MAX TYP. 101/2' MAX TYP.-■-I 0000 • • • • • • •' • • • • • • • :e • • •••• •••••• C4 2 23 2 E6 2 C4 2 DS 2 C4 2 C4 2 B3 2 17 3 05 2 DS L 2 C4 2 C4 3 B3 3 17 3 DS 3 805 3 C4 3 C4 3 B3 3 87 3 DS 3 DS 3 C4 3 C4 3 B3 3 F7 3 05 3 D5 3 C4 3 2 CLUSTER - A2 1 X O �` X C4 3 B3 3 17 3 DS 3 DS 3 C4 3 ' C4 3 B3 3 F7 3 D5 3 D5 3 C4 3 84.000 x 28.000 38.000 38.375 48.000 50.825 54.000 80.000 83.000 C4 2 B3 2 05 2 C4 2 C4 2 B3 2 C4 2 B3 2 27 3 DS 2 05 2 C4 2 3 CLUSTER- B3 ' X ! ' 1 ' O l l y( C4 2 B3 2 NA NA O5 3 D5 2 C4 2 C4 3 B3 3 NA NA E6 3 DS 3 C4 3 • •✓ •• • -" F-3° MIN. TYP. • • • • • C4 3 B3 3 NA NA E6 3 DS 3 C4 3 C4 3 B3 3 NA NA DS 3 p5 3 C4 3 • • • * • • • • * • • • • •iiIliP • EX- PT ' • • • • • I- C4 3 83 3 17 3 D5 3 DS 3 C4 3 ¢CLUSTER - C4 1 D II • • 11 • II...._. • • • • • • 1 12" -.IN 3° MIN. TYP. • • •1 • ` C4 3 B3 3 27 3 05 3 D5 3 C4 3 106.375 x 28.000 38.000 38.375 48.000 50.625 54.000 60.000 83.000 83 2 A2 2 DS 2 C4 2 C4 2 B3 2 C4 2 B3 2 E6 2 C4 2 DS 2 C4 2 C4 2 B3 2 E6 2 DS 2 DS 2 C4 2 5 CLUSTER - D5 1 1 1 t t •••;e: • / , • ' • • C4 3 23 3 NA NA D5 3 26 3 C4 3 C4 3 B3 3 NA NA DS 3 26 3 C4 3 • • MTG. RAIL, TYP. 2 C4 3 B3 3 NA NA E6 3 26 3 C4 3 p7 <� • v •••••• •••• • • • •••• •••••4 • 41• • • • I •• / /�, / ' t.� ! -.•bmtL Clark, PE. PE 169712 Structural C4 3 B3 3 NA NA E6 3 E6 3 C4 3 6CLUSILR -E6 IIIeI J••-i O X JI C4 3 B3 3 NA NA E6 3 E6 3 C4 3 120.000 x28.000 38.000 38.375 48.000 50.625 54.000 80.000 83.000 B3 2 A2 2 O5 2 B3 2 B3 2 B3 2 i • • • • • • 1,4111 B3 2 B3 2 DS 2 C4 2 C4 2 23 2 C4 2 B3 2 E6 2 C4 2 C4 2 83 2 C4 3 B3 3 F7 3 DS 3 D5 3 C4 3 7 CLUSTER -F7 1 X tit 1 1 O X C4 3 B3 3 27 3 05 3 DS 3 C4 3 C4 3 B3 3 NA NA 05 3 E6 3 C4 3 HEAD AND SILL MTG. RAIL ANCHOR CLUSTERS C4 3 B3 3 NA NA E6 3 E6 3 C4 3 C4 3 B3 3 NA NA 26 3 E6 3 C4 3 WSWB�e aw+m,s ! T ommycue ANCHORAGE SPACING, XOX(1/4- 1/2 -1/4) ALUM. HORIZONTAL ROLLER WINDOW, NON-IMPACT fie* a ,070 TECHNOLOGY DRIVE NoKO►us, 94275 P.O. BOX 1529 NOKOMt8. FL 34274 Rand Sy: a� a. Oran er• FA �!?!�A 2/17708 ax J.J. FAIR BPACEDIMENSlONS GEMS 7YPESETNRU J. 3/2203 I Visibly Better smwieac I1mmo awe 1 NTS 'm.r 9 > 12 I mmow° 4127 -20 J Rm A MIAMI -DADE C COUNTY ANCHORAGE FOR XOXJ1/3- 113 -113) WINDOWS -TABLE 5. 1 1. ANCHOR TYPES: TABLE KEY: 1 B3 1 3 J•- ANCHOR QTY. PER JAMB A, C, E, I B B, D, F, H, J 0 0 1 TAPCONS T RAIL CLUSTER, HEAD $SILL 3, W°°13 1 1,2, 3 3, WOOD 1 1,2, 3 3, 50000 1 1,2, 2 WINDOW SIZE Z ZONES Z ZONES Z ZONES Z ZONES Z ZONES Z ZONES N ° m m m ro ' mg ° °? m m m os 2 m g g m m j j m mg 2 48.000 x 28.000 B B3 2 2 A A2 2 2 B B3 2 2 A A2 2 2 B B3 2 2 A A2 2 2 C G4 2 2 B B3 2 2 0 04 2 2 B B3 2 2 0 04 2 2 B B3 2 2 E B3 2 2 B B3 2 2 G G4 2 2 B B3 2 2 G G4 2 2 B B3 2 2 A B3 3 3 A A2 3 3 1 115 3 3 G G4 3 3 G G4 3 3 B B3 3 3 G B3 3 3 A A2 3 3 1 115 3 3 0 04 3 3 6 64 3 3 B B3 3 3 H B3 3 3 A A2 3 3 1 115 3 3 G G4 3 3 G G4 3 3 3 33 3 3 I B3 3 3 A A2 3 3 1 115 3 3 0 04 3 3 G G4 3 3 B B3 3 3 J 53.125 x 28.000 B B3 2 2 A A2 2 2 G G4 2 2 B B3 2 2 G G4 2 2 3 33 2 2 G4 2 2 B B3 2 2 1 115 2 2 B B3 2 2 1 115 2 2 B B3 2 2 3 G4 2 2 1 133 2 2 1 115 2 2 B B3 2 2 H HS 2 2 8 83 2 2 H B3 3 3 A A2 3 3 J J6 3 3 G G4 3 3 G G4 3 3 8 83 3 3 J B3 3 3 A A2 3 3 J J6 3 3 G G4 3 3 G G4 3 3 B B3 3 3 4 B3 3 3 A A2 3 3 1 1L5 3 3 G G4 3 3 G G4 3 3 B B3 3 3 N B3 3 3 A A2 3 3 1 115 3 3 0 04 3 3 G G4 3 3 B B3 3 3 60.000 x 26.000 B B3 2 2 A A2 2 2 0 04 2 2 B B3 2 2 0 04 2 2 B B3 2 2 5 83 2 2 A A2 2 2 H H5 2 2 0 04 2 2 0 04 2 2 B B3 2 2 T B3 2 2 B B3 2 2 1 115 3 3 G G4 2 2 1 115 2 2 B B3 2 2 A B3 3 3 B B3 3 3 J J6 3 3 G G4 3 3 1 11.5 3 3 B B3 3 3 • •••••• ••••ww B3 3 3 2 23 3 3 J J6 3 3 G G4 3 3 6 64 3 3 2 23 3 3 83 3 3 1 4 42 3 3 J J6 3 3 G G4 3 3 G G4 3 3 B B3 3 3 B3 3 3 A A2 3 3 J J6 3 3 0 04 3 3 0 04 3 3 B B3 3 3 66.000x 28.000 B - 1 2 A2 2 2 0 1 B 1 B B3 2 2 B B3 2 2 . .42 2 2 B3 2 2 A A2 2 2 1 115 2 2 0 04 2 2 6 64 2 2 2 23 2 2 B3 2 2 A A2 2 2 1 115 3 3 G G4 2 2 0 04 2 2 B B3 2 2 { G4 3 3 B B 3 3 3 [ [ J 6 3 3 H H 5 3 3 1 115 3 3 B B 3 3 3 1 { � G4 3 3 B B3 3 3 J J6 3 3 G G4 3 3 1 115 3 3 B B3 3 3 i B3 3 3 A AZ 3 3 J J6 3 3 0 04 3 3 G G4 3 3 B B3 3 3 2 -A2 X O X• • • B3 3 3 A A2 3 3 J J6 3 3 C C4 3 3 G G4 3 3 B B3 3 3 • 74.000 x 28.000 A A2 2 2 A A2 , 2 2 G G4 2 2 B B3 2 2 B B3 2 2 A A2 2 2 • B3 2 2 A A2 2 2 1 115 2 2 r G4 2 2 G G4 2 2 B B3 2 2 • • • • B3 2 2 A A2 2 2 1 115 2 2 G G4 2 2 G G4 2 2 B B3 2 2 3 -B3 • B3 3 3 B B3 3 3 J J6 3 3 C C4 3 3 1 115 3 3 B B3 3 3 � G4 3 3 B B3 3 3 J J6 3 3 H HS 3 3 1 115 3 3 B B3 3 3 • •••• • B3 3 3 B B3 3 3 ` J J6 3 3 G G4 3 3 1 115 3 3 B B3 3 3 3 B3 3 3 A A2 3 3 J J6 3 3 G G4 3 3 6 64 3 3 B B3 3 3 1 84.000 x 26..000 . .42 2 2 A A2 2 2 G G4 2 2 8 83 2 2 8 83 2 2 A A2 2 2 9 - G4 xi 1 B3 2 2 A A2 2 2 G G4 2 2 B B3 2 2 B B3 2 2 B B3 2 2 • B3 2 2 A Al 2 2 H HS 2 2 B B3 2 2 0 04 2 2 B B3 2 2 ° B3 3 3 A A2 3 3 1 115 3 3 G G4 3 3 r r G4 3 3 B B3 3 3 - B3 3 3 A A2 3 3 J J6 3 3 G G4 3 3 G G4 3 3 B B3 3 3 5 G4 3 3 8 83 3 3 J J6 3 3 f f15 3 3 1 115 3 3 8 83 3 3 � m w .a to O O OI z 4 xl 10: O IL W 0 S V z 4 z 0 W G 4 9 S 2 2 Wood GLASS TYPE, ANCHOR TYPE & SUBSTRATE' WINDOW SIZE Y W H 28.500 x 26.000 36.000 38375 48.000 50.825 54.000 60.000 83.000 37.000 x 28.000 38000 38.375 48.000 50.626 54.000 80.000 63.000 48.000x 26.000 36.000 38.375 48.000 50.625 54.060 60000 63.000 53.125 x 26.000 38.000 38.375 48.000 50.625 54.000 60.000 63.000 00.000 x 26.000 36.1300 38.375 48.003 50.628 54.000 00.000 63.000 00.000 x 26.000 36.000 38.375 48.000 50.625 54.030 60.000 63.000 74.000 x 28.000 38.000 38.375 48.000 50.625 54.000 60.000 63.000 Date AC,E,I 3, WOOD 1,2, WOODICONC B, D, F, H,J 3, WOOD ZONES ZONES ZONES 1,2, WOODICONC ZONES 3, WOOD G ZONES 1,2, ZONES 133 2 A2 2 B3 2 B3 2 42 2 A2 2 83 2 2 04 2 113 2 B3 2 A2 2 83 2 2 G4 3 B3 3 64 2 83 2 G4 2 2 04 3 B3 3 G4 3 83 3 G4 3 83 3 G4 3 83 3 04 3 B3 3 G4 3 3 G4 3 83 3 3 B3 3 HS 3 3 G4 3 B3 3 115 3 G4 3 HS 3 3 G4 2 83 2 115 3 G4 3 f15 3 3 115 2 B3 2 G4 2 B3 2 2 2 115 2 B3 2 HS 2 B3 115 2 2 G4 3 B3 3 HS 3 04 2 115 3 04 2 04 3 83 3 J6 3 G4 3 J6 3 3 04 3 B3 3 J6 3 G4 3 J6 3 3 04 3 83 3 J6 4 115 3 J6 3 3 04 3 10 3 K7 4 115 4 .16 3 04 3 04 2 B3 2 16 4 113 4 J6 3 3 HS 2 B3 2 115 2 G4 2 115 2 2 113 2 G4 2 J6 3 115 3 J6 3 3 115 3 B3 3 K7 18 3 115 3 K7 3 115 3 115 3 B3 3 1B 4 J6 4 K7 3 3 G4 3 B3 3 K7 4 113 4 K7 3 115 3 G4 3 B3 3 K7 4 115 4 K7 3 3 G4 3 B3 3 4 115 4 J6 3 115 3 G4 2 B3 2 K7 4 115 4 J6 3 3 04 115 115 NS 2 83 B3 G4 B3 2 2 3 3 J6 K7 K7 1B L8 • 2 3 G4 2 113 2 2 115 2 3 3 3 83 3 3 4 4 H3 115 J6 J6 3 3 4 4 J6 K7 K7 K7 3 3 3 3 2 3 3 3 G4 G4 3 3 133 B3 3 3 18 K7 K7 4 4 J6 115 4 4 J6 K7 3 3 115 3 3 B3 2 A2 2 4 115 4 J6 3 115 3 G4 2 B3 2 16 117 2 64 2 115 2 04 2 04 2 83 2 197 2 HS 2 J6 2 2 113 3 G4 3 18 3 115 2 J6 2 2 115 15 3 G4 04 3 NA 18 4 J6 3 K7 3 115 HS 3 3 83 3 3 NA 16 4 4 J6 4 K7 K7 3 3 3 HI 3 115 B3 3 B3 3 18 18 4 J6 4 16 3 HS 3 64 4 2 2 A2 83 2 2 H5 J6 2 115 G4 4 J6 3 2 HS 2 IIJ 3 2 04 2 B3 2 197 2 2 115 2 J6 2 64 2 H3 3 B3 3 18 115 2 J6 2 115 3 B3 3 3 115 3 K7 3 3 113 3 04 3 18 18 3 .16 3 K7 3 3 115 3 G4 3 4 .16 3 K7 3 115 3 10 3 B3 3 18 18 .16 4 K7 3 HS 3 B3 2 A2 2 4 J6 4 K7 3 3 04 2 83 115 16 2 G4 115 2 2 04 2 B3 2 J6 2 04 2 HS 2 2 04 3 B3 3 K7 2 G4 2 115 2 2 G4 B3 3 K7 3 115 3 J6 3 3 11S 3 83 3 3 115 3 K7 3 115 3 HS 3 G4 3 18 3 16 3 K7 3 115 3 H3 G4 NA 4 J6 3 K7 3 HS 3 Roolodwir NA J6 4 3 115 1. ANCHOR TYPES: 3 - 912 SCREWS 2. GLASS TYPES: A. 3/16" ANNEALED GLASS B. 3/16' TEMPERED GLASS C. 1/4' ANNEALED GLASS D. 1/4" TEMPERED GLASS J. 13/16° I.G., 3116° TEMPERED, VT AIR SPACE, Ur TF_MPERED 3. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING TESTED DIMENSIONS AT FULL DP: HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERUNE JAMBS: 9° MAX FROM CORNERS AND 22 1/2" MAX 0.C. 4. INSTALL X0 AND OX WINDOWS IN MIAMI-DADE COUNTY PER ADJACENT TABLE. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 5. FOR WINDOWS INSTALLED OUTSIDE OF MIAMI-DADE COUNTY WITH ANY OF THE APPROVED GLASS TYPES TO THEIR RESPECTIVE FULL DESIGN PRESSURE AND WITH EITHER OF THE ANCHOR TYPES, SPACE ANCHORS PER NOTE 3. TABLE KEY: I B3 3 F.-ANCHOR QTY. PER JAMB 1----MTG. RAIL CLUSTER, HEAD & SILL. NA -NOT AVAILABLE VT MAX. TYP. 2 CLUSTER - A2 4 CLUSTER - G4 Mond lir Orwasayi Oat balm Date Roodsbos A AM AIR SPACE IIIMENSIONS GLASS TYPES E 77112U J. 7/22106 1 1070 TECHNOLOGY DRIVE NOKOMIS, PL 34275 P.O. 80351520 NOKOMIS, FL 34224 • 5 CLUSTER -115 HEAD AND SILL MTG. RAIL ANCHOR CLUSTERS Visibly Better • Despelarate ANCHORAGE SPACING, XO AND OXIMNDOWS ALUM. HOWONTAL ROLLER WINDOW, NON-IMPACT sidowbfet woww 4127-20 IR;4' • • PE 839712 Structural • 6 • • 1x WOOD BUC (SEE NOTE 3) CONCRETE ANCHOR W /#12 HEAD (SEE NOTE 1) DETAIL A 1/4° MAX SHIM 2x WOOD BUC (SEE NOTE 3) WOOD ANCHOR W/#12 HEAD (SEE NOTE 2) TYPICAL HEAD SECTIONS G] EXTERIOR INTERIOR [:), (HEAD & SILL DETAILS) DETAIL C CRETE ANCHOR W/ #12 HEAD (SEE NOTE 1) 1/4" SHIM MAX • .4 --1- � 1 1/4 MIN. 2x WOOD BUCK (SEE NOTE 3) DETAIL B 1 1/2 MIN. 1/4° MAX SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2'. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4° TAPCONS OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. Q5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS',, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). 1/4° MAX SHIM - H 1/2° MIN. WOOD ANCHOR W/#12 H (SEE NOTE 2) WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2) 1/4' SHIM MAX TYPICAL SILL SECTIONS DETAIL E 1/4' MAX SHIM — j f+-- CONCRETE ANCHOR W/#12 HEAD (SEE NOTE 1) 2x WOOD BUCK (SEE NOTE 3) • INTCRIIR, • • • (BOTHt fB DETAILS) • • • • • • G)QGIi0R •••• 1!4 °••• •••• •••••• • • •• •• •••••• • • • • Ix VI 3OD BUCK (SEBNOT•Fi I) • •••• • • DETAIL F TYPICAL JAMB SECTIONS •• • Rerieloos Rower FJC Dasely FJ( Data 5N2f08 X7/06 Wlefkag A camas J.J. ADD NOTE 5. °3/22/06 1076 TECHNOLOGY DRIVE NOKOIMS, FL34276 P.O. BOX 1529 NOROI08, F4 34274 PST VF:aty e ANCHORAGE DETAILS Ties ALUM. HORIZONTAL ROLLER WINDOW, NON - IMPACT amp HR51O ears owes umrroee. Half I 12 12 4127 -20 Sim A 000000 • • • •••••• • • Robert L. Clark, P.E. PE $36712 MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • •• • • • • • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • •'• • • • • • • • • • • • • ••• • • .1 1AM1 -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • j40 WEIT$te,GLER STREET, SUITE 1603 • • . • • • MIAMI, FLORIDA 33130 -1563 j3Q5) 375 -2901 FAX (305) 375-2908 ••• • • Norandez Building Products 4504 30'h Street West Bradenton, Fl 34207 •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AH.1 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "417/418" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No: 01 -0734, titled "Series: 417/418 Aluminum Single Hung Window ", sheets 1 through 6, prepared by manufacturer, dated 7/24 /01, with revision No.3 dated 11/26/02, bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MOMEVAlli FEB 0 2007 NOA No 01 -0904.05 Expiration Date: December 19, 2007 Approval. Date: December 19, 2002 Page 1 Norandex Building Products • • ••• • • • ••• •• 00 • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• NOTICE OF ACCEPTANCV: • •EV11 SU �D (For File ONLY :ltot•part oel )`A1 • ••• • ••• • • A. DRAWINGS 1. Manufacturer's die drawings and s ticton .'.:'..'' .' • 2. Drawing No 01 -0734, Sheets 1 throt of 6t t l ;d iterieg 417 /418 Aluminum Single Hung Window ", dated 7/24/01, with rt viSid i i'N t .3' dated 11/26/02, prepared by manufacturer. B. TESTS 1. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 • 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of Series "417/418" Aluminum Single Hung Window, prepared by Certified Testing Laboratories, Test Report No. MLA-690W, dated May 23, 2001, signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS 1. Anchor calculations and structural analysis, dated 04/18/02 and revised on 10/9/02, prepared, signed and sealed by Kelvyn Whitfield, P.E. D. MATERIAL CERTIFICATIONS 1. None E. STATEMENTS 1. Statement letter of conformance, dated April 18, 2002, signed and sealed by Kelvyn Whitfield, P.E. 2. Statement letter of no financial interest, dated April 18, 2002, signed and sealed by Kelvyn Whitfield, P.E. F. OTHER 1. None. E -1 ■ Manuel P Product Control J, NOA No 01 +' "i .05 Expiration Date: December 19, 2007 Approval Date: December 19, 2002 FLANGE MOUNT TEMP. 3/1e ADi1 D Me ANNEALED. FIN MOUNT 3/18' TEMP 417 /418 ALUMINUM SINGLE HUNG wmnov FLANGE AND FIN ELIA'PATIONS .y r .L. 44.11811 it,a,„,r T •AN&4 4• YAK. 4 WAIL TYP. { 4 _� WX. RP. AT TJItYBS TO -!1lf_ — - F i 1ii __ • • •, •• TP. AT JN Ill'ulk14. • S' TYP. •~ $ JIIYBS �1 .0 a' . 0 4• YAK JAMS ' si .' •_• n • •' • •• • • • • • , • • • • • 1S' /!' YAK. TIP. � HFAD/lRl. • 1 • •• •• • •�• • • raw TYP. AT �'n �'i 0 •'y♦ I --1 . AT)' *D TTP. AT lEAD/SRL 4 1-..i . 1/5" fi D/P M. TYP. AT NFJID/SRl" -. �_• ♦ . s • • • • • • •.. • • • I--- 1 TVP. yr MAIL SO 3/S• 1 4 a • NORANDEX RR/DINTON, P6. 84207 PROM: (941) 766 -1881 • • • • • • FOR WIDOWS UP TO: 37" x 83" KEPT+Yon+ FOR WINDOWS UP To 59 1/8" x 78 9/4' • • • .•.• FOR 1�PD0IS •UP T0: • • • • 53 1/8" x 78 3/4' WWI VIM FOR WINDOWS UP 53 1/8" x 8Y DESIGN PREEMURE RATING WITH 3/18' TEMPERED GLASS DESIGN PRESSURE RATING WITH 3/18' ANNEALED DESIGN PRESSURE RATING WITH 3/18" ANNEALED GLASS DESIGN PRESSURE RATING WITH 3/18' TEMPERED GLASS POSITIVE 70.0 PO POSITIVE 79.0 PSF POSITIVE 88.7 IMF POSITIVE 70.0 PSF 1i t ,t .t 6 Z o NEGATIVE f 70.0 IMF NEGATIVE 73.0 PSF NEGATIVE 58.7 P3F NRbATIVE 70.0 PSF • ROM 1. MIAMI- -DADS COUNTY APPROVED SHUTTERS REQUIRED FOR INSTALLATION OP THESE UNITS. S. YX WOOD BUCK MUST PROPERLY BE ANCHOR - SD TO CARRY ALL IMPOSED LOADS BY THE WINDOWS AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT OR ENGINEER OP RECORDS. 3. FOR VERTICAL CROSS SECTIONS SEE SHEET 3 OP 6. 4. FOR IfORIZONTAL CROSS SECTIONS SEE SHEET 4 OP 6. ,u NON- IMPACT RESISTANT Apw.+•►.a.d�ty.a. -I- -� -i - +--,� -1= w i Fj 444 414 4 «.I �yai fir} h 17,., - TO/. ,l1i - •• • • • • •.• • • •••• • • ••• • • • • • •• • • • • • • •• ••• • • • • • • • • •••• •••• "AMU UNIT • • • FRAME TOP • • • • 'CORNER DETAIL • • • • •• • •. • • • • •••• • • • • •••• FLANGE UNIT ° FRAME JAMB INTERMEDIATE DETAIL FLANGE UNIT FRAME BOTTOM CORNER DETAIL ALAZIELDMIL ,NON- IMPACT RESISTANT 1 ti 7 1/4"- 2 1/4' TAPCON BY I.T.W.WITH A 1 1/4 MIN. EMBEDMENT INTO CONCRETE SEE ELEVATIONS FOR SPACINGS. 0 L1 • • •••• I Vl )•• • • • •••• • • • Ix•••.Q 0 ••• • • 0 a 1 2.753 1 X WOOD BUpc v 1/4- 2 1/4' TAPCON BY I.T.W.WI1H A 1 1/4' MN. EMBEDMENT INTO CONCRETE SEE ELEVATIONS FOR SPACINGS. FLANGE UNIT VERTICAL CR ' SS SECTION • • • d 1/4 - 2 1/4 TAPCON BY I.T.W.WRH A • • 1i ' - • • • 1 1/2' MIN. EMBEDMENT INTO WOOD . SEE ELEVATIONS FOR SPACINGS. FIN UNIT VERTICAL CROSS SECTION y /r.. .ice `� • 1/4 -- 2 1/4' TAPCON BY LT.W.WRH A 1 1 /2' IDN EMBEDMENT INTO WOOD SEE ELEVATIONS FOR SPACINGS. • • • • • • •• • • • • •• • • • ••• •••• • • •••• • •• • • • • • •• •••• • • •••• • •• • • • • • • • • ••• •••• • • •••• • •• • • • •:: • •• ••• •• • • ••e0 , • : • •••• • • • i'. '• • • Sys 0 FIN UNIT HORIZONTAL CROSS SECTION EXTERIOR MAX WINDOV WIDTH MAX D L.O. WD)HT 00 11K- o 1/4'- 2 1/4' TAPCON BY LT.W.WTTH A 1 1/4- MK EMBEDMENT INTO CONCRETE SEE ELEVATIONS FOR SPACINGS. 1 X WOOD BUCK a 4 2 X WOOD BUCK 00 INTERIOR VENT WIDTH EXTERIOR MAX WINDOW VIDTH 00 ma mm 1/4 - 2 1/4' TAPCON BY LLW.WTTH A 1 1/2- MN. EMBEDMENT INTO WOOD SEE ELEVATIONS FOR SPACINGS. 1/4• MAIL SIMI WIZ MAX D.L.O. WIDHT 0 • • 1/4'- 2 1/4' TAPCON BY I.T.W.WITH A ©© 0 0 1/4.- MIN. EMBEDMENT INTO CONCRETE FOR SPACINGS. ,qq • 0 e o VENT WIDTH INTERIOR FLANGE UNIT HORIZONTAL CROSS SECTION —"1 1/4 HAIL SHIM SPACE APmcKdMselOWP 11,4* w O ta v4 c4 h 4 w 11 412 ICI a 6:k it O{ 1 a 878 V --I 2.312 f --- 2.487 1.982 2.312 - 1.982 1 .... - ,1.111 FRAME JAMB FLANGE 18083 -T51 PAR' jXFLA -1K NON-IMPACT RESISTANT .. •• • • .. • PIN JJNIT • FP4MR TOP CORNER DETAIL FIN UNIT FRAME BOTTOM CORNER DETAIL FIN UNIT PRAMS JAMB INTERMEDIATE DETAIL - MI 11111111MiLAIIII4IITIAFTITTNEsalikailtiii**4-tiyA 2 PART Ng IIETAIECEPIIETAIrtri___Wil DESCRIPTION QTY. VENDOR Ilk N 2 - I_ 1.288 al 1.375 _._, ;0; '- 0111[111biiiii10 1 I 3 IIIW —1:Pkeill•ilDirmiTi—grilirLeV;I•144240 F.20)/14.--] 1.268 1— 2.087 .825 I- 4 Exilmgciiir=4217:gifillAill 6063- AKAN — • 1[DIU.:1117t1•1=1(0)Zki .625 5 LEIpampaimilviagzjiM . G 0 - .miumwtriimpilDf:400- T- 2.067 6 D1404,ZE5111 — 1 SI 1 ; 1; - ki 1 N Z4/411 ViI*44-A7,:igli FUME HEAD ALUY AL1nY (6063-T5) PA2T iVIA-K 7 WillanNULT3),..14017.121:: 1 120 1 U ONS Me HEAD ALDX ALLOY (6063-T5) PAM' MLA-2-1F 8 "LIP;A,4214141grirl 6/.3- •L..., 1 14;t041,08470:elif.KM, inflTrifaZillii-TNITIFii 2 PRO 1 u810 tr!AUFareila4ZES ' H :0 - • ' 1 ; I ; k. 1 luzw4licivoirtio•Rgi WiliA trEP-20 42: 1 6 BEAD 3 16 Ir0-51-5-ficfq4-7V1-511kifirg-011111111111111WINPYriR4i1111&-TC*31-1Will LL;;111114)zlig,Wzroz/Dipizaw 1,41' • AIIINIIIIIIIIMI A GIN) DillIlIlliIll TYP. 082 TYP., 062 RA iini NM 19-011 • Ofir- 27A.. AS Ma 2.753 2.753 -ttizIEERegljg; ..oilf:rA111111111111mmiro) , 1 KAM 4;i71-00-1-iil 2 1414111-tbilifffM lill; linariMIIIIIR-31-11.41-ifiliii-: ....,...........„,:,-,......... Elligk):2510111111.1.10111iii. 111111111UZIFIMMUTI-511 1[0101:vilar4t Will AIllNEafTFE 2 11:' CO ■TIV) Di MM. textu. P *ti Di• IT 2. 075 1-■-- 6° 2 liaTIMAIII:J 'MI 4 (0A1111 2.075 , X‘,‘D.PitialUAIIIIIIII 2 10:15M*111'1341111,14)0A1 1ILLAii-11.-M10.11DAMMENNI 2 FiD14Ittl•1416;iniiit•Ti ir -AL JIM WALTERS FRAM E SIU. ALUM. ALLOY 0063.-T5) p xiipw.-3 1.1-iffSitl.IZ:rrq,.K.-13_a!1ilTh.iiFEMIIIIEIIIIIIEIIIIIIIFWKIFAIAWAIIIIII CE- OUNT KEEP simg 1111EINWIfirofattilloboRAIIIIII FRAME SILL ALM ALLOY 16063-T51 PART # XRPT-3-1 23 24 FL-13 PURCHASE PURCHASE TAKE-0 C " • CK & TACKLE BALANCE 4 2 . 25 FLA-7-2 .220 FIN-SEAL WOOLPILE AS Ma AMESBURY IELLI SD-10A .250 WINDO-PILE AS MD. 'VI IIIMII3 D.ID-52-A BOTTOM 1 WE THERSTRIP AB Ma 010 27 P 6 PRIDFMLYADKIT • IIIT7411 2 11401111111111111■11 11-1:i3Z1•011,41Wila 28 F-4-2 TIVIE7jimivr1p.41110111111111 4 29 #6-2 x 1 P P HEAD 20 E' - ' ' 0 'CMS SPENCER PRODUCTS 30 #6 x 1/2" PH FLAT HEAD 8 31 4_ J ' • Si G 2 4. P ODUCTS 32 Ej S CO d_. AS REoluistiziptvia40.44"tM If T W likeallsik* mutp*IpIr ci.....T::12•1.1•1`11DiOVZ.11d.1111•11111 is Ma 34 34AgN,LI;p11111111,1111FAREF _.. ON . • • Avamdu woos ow I 411CA 0 Ai , - ■Iffo."1 .76,'— - - Ili ri, i r IEEEIT! 1 14 Hitt ging I . - MIAp� BUILDING CODE COMPLIANCE OFFICE (BCCO) • ••. • • ••• •'• •• •• • • • ••••• • ••. • • • • • • • • • • • • • .•. • • ••• • • . ••• PRODUCT CONTROL DIVISION • • • •' • • • • ; • ; • • • • • • • • • • •• • • • NOTICE OF ACCEPTW'E *CA)" • MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Jeld -Wen, Inc. 31725 Highway 97 North • • • • • . • • • • • • • • • • . • Chiloquin. OR 97624 •' .. IS .. • • • ' • • • • • ..' . • • • • • • .. . SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Jeld -Wen "Gladiator" & "Energy Saver" ON Glazed W/E Residential Ins. Steel Door APPROVAL DOCUMENT: Drawing No. S -2004, titled "Jeld -Wen Steel Outswing Woodedge Door Double and Single Unit ", sheets 1 through 7 of 7, prepared by R.W. Building Consultants Inc, dated 12/01/99 with revision on 11/08/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the .NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 99- 1007.01 and, consists of this page l as well as approval document mentioned above. The submitted documentation was reviewed by Jaime M. Eisen, P.E. NOA No 02- 1211.10 Expiration Date: July 17, 2008 Approval Date: January 23, 2003 Page 1 JELD -WEN® STEEL GLADIATOR and ENERGY SAVER OUTSWING WOODEDGE STEEL DOOR WITH WOOD FRAMES , GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI —DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. IMPACT RESISTANT SHUTTERS REQUIRED. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: —SEE DESIGN PRESSURE RATING TABLE SHEET ONE 6. MELEES •LIRE AN OPTION AND CAN BE IN A SINGLE 01= CONFIGURAW)l. 7 J s 1IS SYSTEM qp MEET WATER REQUIREMENTS LIM MLAMI —PM£ COUNTY. • • ▪ • • ••• • * • • ••• •• • •• • ••• • •• • •i • • omtrw to all R&61DEN� !NS •ff�•mrtdrti� •Mor Leaf Construction: • • • ewe sheeJ.::4'24• $a. (0.0111 -) minimum thickness. 25 a. {TQ14Q•mimmum tt!cMesss gvivanized s A— 25 commercial gg ycLsi ' AKDQ ASTM 6202 with yield StTe th •Fy(ave.) =24,600 psi. Core desigp: Expanded polo rreear wiTh 1.0 to • ♦.65 lbs. gergity. • Construction* Stet* face s�eet,s• plied to expanded polystyrene (EPS) ,` with weed' railssond !emulated • v�Qee !u es and o wood lock block reinforcemdnk• • • rime pprIstruction: The head jambs .and sidq jambs ver Jointed pre measuri 4.56 5° x 1.25 . Thp ead dnd side jambs are mri butted and jorned using (3) 7/8" x 2" wire staples. The threshold used \Fs an aluminum outswing bumpface measuring 4.625° 1 TABLE OF CONTENTS SHEET # DESCRIPTION 1 COMMON (GENERAL. NOTES. TYPICAL ELEVATION) 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 1/3, 2/3 & 3/3 4 HORIZONTAL CROSS SECTIONS 1/4, 2/4 & 3/4 5 ANCHORING LOCATIONS 6 ANCHORING LOCATIONS & DOOR MODELS 7 B1LL OF MATERIALS & GLAZING DETAILS 4 74.5' MAX. OVERALL WIDTH 36.75' MAX. PANEL WIDTH W/ASTRAGAL 38" MAX. PANEL WIDTH m DOUBLE ODOR ELE/�ATTON 6" MAX SINGLE DOOR W /SIDELTTES ELEVA110N 105.25" MAX. OVERALL WIDTH 15.5" 21.8175" 14' MAX. 1011L•l1 FRAME `A. MAX. D.LO. PANEL WIDTH f 1 >f 1 i . x x o in N p m I I O Ai ! G) MAX 37.5" MAX OVERALL WIDTH '====t=r WIDTH 1 0r G • DOUBL DOOR INLSIDEL ITFS ALE AEON SINGLE DOOR ELEVATION GLAZED DOOR SHOWN FOR WRITY OF VIEW MEMO INTERIOR) DESIGN PRESSURE RATING >� , INFILTRATION REQUIREMENT IS NEEDED POSITIVE + 50.0 PSF NEGATIVE — 46.0 PSF D.L.O. 19.625" MAX. • D.LO. PROD00n0318Il0 +ds0.prll• DektheCedb 4 i o -ta . d L7 to z 0 rn I !,L N�z VWrUacrNo CONSULTAXIS, INC. 813.884.3831 DATE 1,2/01'99 SCAM N.T.S. owe sr TJH ow. err RW srtugs•s 1r34 5 -2004 sw>;r 1 of 7 • sf MANN 0 ? 7o-_�:�= r4'"—- 0 ID n •rr ■ 0 .I FIXED • • 0. •• • • ••• ••• SEE NOTE #2 SHT. 7 .020" MIN. SKIN • • • 0 • • • •• O • • :10_4 .75' GLASS •c • •M •• •• • • OPERARJI• • • • • NW • • • 1.75" MAX. PANEL THK. x zy z cc • U Q 0p 1113 i t o� g VERTICAL CROSS — SECTION K 0 0 0 0 1 SEE NOTE 11 SHT. 7 .5" MIN. GLASS THK. .020' MIN. SKIN THK. VERTICAL CROSS— SECTION 23 nERIOR •1 lA 0 _.020" MIN. SKIN 1.75' MAX. PANEL THK. .5" MAX. GLASS THK. INTERIOR z ^o • rOi SEE NOTE 1 SHT. 7 o o 0 • U • VERTICAL CROSS— SECTION o ax S a 5" MIN. EMB. CC 2 CO Obi g UQIZo 0E, dZ2 Cr) 0Q.. a CROSS SECTIONS to z LOCIO Zuj V L BUILDING CO TANTS. INC. 811684.3851 PRODUCT NEVIS'S alml•Ilbilt Ira dm VW* Warns Olds N•02-1211.10 am: 12/01/99 91/2" = 1" are• ar: TJH cart. ar. RW Na S -2004 smwr 2 OF 7 SEE NOTE #1 SHT. 3 NOTES: 1. SPACING FOR #18A 1; 2 1/2 ", 4 ", 5 THE BOTTOM UP S 2. ATTACH THE STRIKE ASTRAGAL USING A IS AS FOLLOWS: FROM TOP DOWN 1/2", 13; 18" & 26'. SPACING FROM THE SAME PLATE AND THE DEADBOLT PLATE TO THE #8 x 2" LG. PHILLIPS FLATHEAD SCREW. • ••• • •• • SEE NOTE #1 SHT. 7 .25' MAX. SfNI. • • • '•• • • D .6 :r• ;.,. .3910. Ar ASTRAGAL TYR. • •• • • • • • • •• • • • •• • • •• • •• • • il. ,,,,,„„„ ,„„„„,..,, 1 ,i i d it >v:�nuni, Ar..s 0 .15° MIN. COUNTERSINK 18 • • •• • • ••• •• • • 1. 5° MN. EME& eto INTERIOR L zt h n SEE NOTE o #2 SHT. 7 401 ,•:ir•a: ;• 1L•. v AT LATCH JAMB TO BUCK. TYP SEE NOTE #1 SHT. 7 .15" MIN. COUNTERSINK © ah: P' * I : • 9111/ I AT HINGE JAMB TO BUCK. TYP, 1.15" MIN. EMI. .25" MAX. SHIM THK JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.7832057 2 NO 9/02 6/29/00 DATE GENERAL REV1S10N GENERAL REVISION KMN TJH BY PRODUCT: JELD —WEN SIttL OUTSWING W00DEDGE DOOR DOUBLE & SINGLE UNIT REVISIONS PARP OR ASSEMBLY: HORIZONTAL CROSSE T1ONS 1/3. 2/3 & 3/3 BUILDING CONSULTANTS. INC. 811684.3831 cam 12/01/99 sC1 /2" =. 1" DWG. 3Y: TJH am ay: RW GNAWING 104 S -2004 slW 3 DFZ • • • • • • EXTERIOR INTERIOR •• • • • ••• • _ • • •• • • • • • •• • • • I(TERIOR • • • • ••• • • • • • • • • INTERIM? .5" GLAS5 pot n 0 .125" INSULATED TEMPERED GLASS • •• • • • • • • • ••••• SEE NOTE 11 GLAZING DETAIL. FULL LITE & SIDELITE .5" GLASS 28 .25" STEEL SPACER .25" AIR SPACE .125" INSULATED TEMPERED GLASS •• •• • • •••• • • SEE NOTE 12 GLAZING DETAIL VENT LITE .5" STEEL a ut SPACER •o .125" INSULATED TEMPERED GLASS .5" AIR SPACE .125" INSULATED TEMPERED GLASS Item DESCRIPTION Material 1 2 3 4 5 6 7 7A HINGE JAMB (1 1/4" x 4 1/12 'fiDr TAI 70 • 4 x 4 BUTT HINGE 12GA. .09 ?NW %9 x 1' Pt7ZU P FFATHFA) WOOD SCREW (HINGE 10 FRAIL) x 2 1/2 PHIWPS FLATHEAD WOOD SCREW 10 X t PHILIPS RAMBO WORD SCREW (HINGE TO 131100 78 8 9 10 11 1 4 TItPEON x 2 1; FIN DOORS do 2 1 17W :UILOEX TAPCON NOA ,' 96- 1226.03 OR ELCO TAPCON EMS BUMPER THRESHOLD OWEIMIMItErAdin CO. -RESSION WEATHERSTRIP Q —LON QDS -650 EXTRUDED ASTRAGAL IMPERIAL ;AM ;9 x 1 PHIWPS FLATHEAD WOOD SCREW WOOD KIDD STEEL STEEL STEEL STEEL TE L STEEL ALUMINUM ALUMINUM STEEL 12 FACE SHEET 24GA GALVANIZED .021" MIN.) FACE SHEET 250A. (GALVANIZED .018" MIN.) 13 TOP RAIL (1.67" x 1.042") GALV. STEEL 14 BOTTOM RAIL (1.67" x 1.065) WOOD W000 15 16 SIDE STILE (1.067" 1.065") ASTRAGAL THROW BOLT 0.31" x 19.25 L. WOOD STEEL 17 18 x 1/2" 1.. TYPE A8 PANHEAD SINS STEEL 18 ASTRAGAL REINFORCEMENT PLATE LOCATED TOP & BOTTOM OF ASTRAGAL, ATTACHED/W WOOD 184 8 -16 X 1" PHILLIPS FLATHEAD WOOD SCREW STEEL 19 KWIKSET TITAN SERIES LOCK 20 KWIKSET MAN SERIES DEAOBOLT 21 LATCH SCREWS (SEE LOCK INSTRUCTIONS) 22 MASONRY WALL 23 2x WOOD BUCK CONC. WOOD 24 25 OYIJTE EXPANDED POLYSTYRENE (1.0 TO 1.25 tbs. /cu. ft. MIN. DENSITY) 1/4" MAX. SHIMS 26 WOOD LOCK REINFORCEMENT N+QOD WOOD 27 FULL UTE & SIDELITE FRAME ODL POLY PROPOLENE 28 1/2"_ OVERALL INSULATED TEMPERED GLASS GLASS 29 .30 LATCH JAMB (1 1/4" x 4 1/12') WOOD g6 x 1 I/2 TEK SCREW (LITE FRAMES STEEL 31 VENT UTE FRAME 001 POLY PROPOLENE 32 we OVERALL MATED TEMPEtff0 GLASS (VENT LITE PANELS) 33 x 2 PHILLIPS FLATHEAD WOOD SCREW GLASS STEEL 34 BLANK JAMB (1 1/4" x 4 1/121 WOOD NOTES: 1. SPACING FOR ITEM 130 (18 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR SIDEUTES & FULL LITES: TOP & BOTTOM; SIDELITE (2) SCREWS 2" IN FROM EACH CORNER. FULL LITES (3) SCREWS 3" IN FROM EACH CORNER, & (1) IN THE CENTER. SIDES FOR BOTH; (6) SCREWS 3.25; 13.75; 26.5". 39.375", 52.0" AND 62.625 ". 2. SPACING FOR ITEM 130 (18 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR THE VENT LITE: TOP & BOTTOM 2.5" IN FROM THE CORNERS & (1) IN THE CENTER. SIDES; 3.25" FROM TOP CORNER & (3) MORE AT 10.375 ". z N z O 0) 00 8 a EVI-1-:-SALDING TANTS. INC '813.684.3831 raconocritEVIRD m1E: 12/01/99 SCALE: DWG. 8Y: TJH MC. ST: RW DSAWSG S -2004 INEFY 7 of 7 • • • SEE NOTE 12 GLAZING DETAIL VENT LITE .5" STEEL a ut SPACER •o .125" INSULATED TEMPERED GLASS .5" AIR SPACE .125" INSULATED TEMPERED GLASS Item DESCRIPTION Material 1 2 3 4 5 6 7 7A HINGE JAMB (1 1/4" x 4 1/12 'fiDr TAI 70 • 4 x 4 BUTT HINGE 12GA. .09 ?NW %9 x 1' Pt7ZU P FFATHFA) WOOD SCREW (HINGE 10 FRAIL) x 2 1/2 PHIWPS FLATHEAD WOOD SCREW 10 X t PHILIPS RAMBO WORD SCREW (HINGE TO 131100 78 8 9 10 11 1 4 TItPEON x 2 1; FIN DOORS do 2 1 17W :UILOEX TAPCON NOA ,' 96- 1226.03 OR ELCO TAPCON EMS BUMPER THRESHOLD OWEIMIMItErAdin CO. -RESSION WEATHERSTRIP Q —LON QDS -650 EXTRUDED ASTRAGAL IMPERIAL ;AM ;9 x 1 PHIWPS FLATHEAD WOOD SCREW WOOD KIDD STEEL STEEL STEEL STEEL TE L STEEL ALUMINUM ALUMINUM STEEL 12 FACE SHEET 24GA GALVANIZED .021" MIN.) FACE SHEET 250A. (GALVANIZED .018" MIN.) 13 TOP RAIL (1.67" x 1.042") GALV. STEEL 14 BOTTOM RAIL (1.67" x 1.065) WOOD W000 15 16 SIDE STILE (1.067" 1.065") ASTRAGAL THROW BOLT 0.31" x 19.25 L. WOOD STEEL 17 18 x 1/2" 1.. TYPE A8 PANHEAD SINS STEEL 18 ASTRAGAL REINFORCEMENT PLATE LOCATED TOP & BOTTOM OF ASTRAGAL, ATTACHED/W WOOD 184 8 -16 X 1" PHILLIPS FLATHEAD WOOD SCREW STEEL 19 KWIKSET TITAN SERIES LOCK 20 KWIKSET MAN SERIES DEAOBOLT 21 LATCH SCREWS (SEE LOCK INSTRUCTIONS) 22 MASONRY WALL 23 2x WOOD BUCK CONC. WOOD 24 25 OYIJTE EXPANDED POLYSTYRENE (1.0 TO 1.25 tbs. /cu. ft. MIN. DENSITY) 1/4" MAX. SHIMS 26 WOOD LOCK REINFORCEMENT N+QOD WOOD 27 FULL UTE & SIDELITE FRAME ODL POLY PROPOLENE 28 1/2"_ OVERALL INSULATED TEMPERED GLASS GLASS 29 .30 LATCH JAMB (1 1/4" x 4 1/12') WOOD g6 x 1 I/2 TEK SCREW (LITE FRAMES STEEL 31 VENT UTE FRAME 001 POLY PROPOLENE 32 we OVERALL MATED TEMPEtff0 GLASS (VENT LITE PANELS) 33 x 2 PHILLIPS FLATHEAD WOOD SCREW GLASS STEEL 34 BLANK JAMB (1 1/4" x 4 1/121 WOOD NOTES: 1. SPACING FOR ITEM 130 (18 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR SIDEUTES & FULL LITES: TOP & BOTTOM; SIDELITE (2) SCREWS 2" IN FROM EACH CORNER. FULL LITES (3) SCREWS 3" IN FROM EACH CORNER, & (1) IN THE CENTER. SIDES FOR BOTH; (6) SCREWS 3.25; 13.75; 26.5". 39.375", 52.0" AND 62.625 ". 2. SPACING FOR ITEM 130 (18 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR THE VENT LITE: TOP & BOTTOM 2.5" IN FROM THE CORNERS & (1) IN THE CENTER. SIDES; 3.25" FROM TOP CORNER & (3) MORE AT 10.375 ". z N z O 0) 00 8 a EVI-1-:-SALDING TANTS. INC '813.684.3831 raconocritEVIRD m1E: 12/01/99 SCALE: DWG. 8Y: TJH MC. ST: RW DSAWSG S -2004 INEFY 7 of 7 p' '1 • • • • • • • JML R ANCHOR[( AT10NS • •• - • • • • • •••• • • DETAIL 'F' ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. SEE DETAIL "r • ..b DOUBLE DOOR W /SIDELRES ANCHORING LOCA77ON$ DETAIL "G" HINGE DETAIL, ANCHORING LOCATIONS z a z 0 cn z 0 :n 8 a O z 1 ` 0URDINO CONSULTANTS. INC. 813.884.3831 aTI_ 12/01/99 '• N.T.S. o•c ey TJH CHIC St RV/ wawa NO.: S -2004 sus .LoFZ SEE DETML G" SHEET 5 3" SEE DETAIL F SHEET 5 • 11— 1 1 110 1 —11 TYP. •• •'• • •• •. ••• • • • • • •••• • —� • • • • • • • • • • •••••• •• • •• •• co • • • • • 1 lir••• 1 ••'1 ?. 1 -11 • • 1-1r- ••31) • 3" • • • • • 1 x 0 0 • • •••••• • C [TQUB DOOR ANCUQING LOCADONS • •• • • • • '• • • _ 36.0' MAX. 1 PANEL WIDTH •••• O DO r+AZI DOOR_MODETS O O SINGLE DOOR W /SIDEUTESANCHORING LAYOUT 15.25" MAX. PANEL WIDTH ,SJDE fE MODELS 3 3 .ro 0 Z_� N to z 0 rn 0 z v �• 1/'/ BUILDING CONSULTANTS. INC. 813.684.3831 war: 12/01/99 sum N.T.S. OW. BY: TJH rasc BY: RW DRAYEN NO.: S -2004 SHEET 6 IF 7 • 00000 • 1.15' MIN. EMB. • .. • 4 .15' MILL r- COUNTERSINK SEE NOTE #1 SHT. 4 CD • .•r • .. ••• • .25•411A5C. • • SHIM•THK — • •• • • • • • •'(pjW • A?• •••••icLERIOR • • •. • • • • • • • • a • • ••• • • • • • •• R AT SIDELITE TO BUCK. TYP, SEE NOTE 1 SHT. 7 1. ►�LER10R • •••• AMOR "1 9 ItY AT SIDEUTE TO HINGE JAMB. TYP, .15' MN. COUNTERSINK s NI�� Fir ImOlgi WA' .rlii ���� 01.470:Y o SEE NOTE #1 SHT. 4 SEE NOTE 11 SHT. 7 .15° MIN. COUNTERSINK NOTES: 1. SPACING FOR ATTACH THE JAMB IS AS DOWN 8" & BOTTOM UP SEE NOTE #1 SHT. 7 22 HORIZONTAL CROSS SECTION 4 AT SIDELITE TO LATCH JAMB. TYP, ITEM #33, WHEN USED TO SIDELITE TO THE SIDELITE FOLLOWS; FROM WE TOP 30". THE SPACING FROM THE IS THE SAME. JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.7832057 2 1 11 08 02 GENERAL REVISION 6 29 00 GENERAL REVISION KMN TJH. NO DATE BY IONS PRODUCT: JELD —WEN STEEL OUTSWING WOODEDGE DOOR DOUBLE & SINGLE UNlf PART OR ASSEMRLYI HORIZONTAL CROSSE ONS 1/4, 2/4 & 3/4 eua. NG cONSUirANis. 813.684.3831 me 12/01/99 scue1 /2- = 1" DWC BY: TJH am or: RW DRAWING NW S -2004 • C SCI 4 OR 7 Rut- 10 05 11:45a Benavides • • •• •• • • • • • • • • • MI� • • • • • • • BUILDING CODE COMPLIANCE OFFICL (IBC €Sl PRODUCT CONTROL DIVISION ••• • • • ••• • • • • • ••• • • • • • • •• •• • • • • • • • • • • • • •• .• • • • • • • • • • ••• NOTICE OF ACCEPTANCE qrOA} • • • Clopay Building Products Co. 8585 Duke Blvd Mason, OH 45040 (305) 264 -4641 p.3 ••• • • i ••• • • • • • • MIAMI-DADE COUNTY, FLORIDA • • • • • METRO -DADE FLAGLBRBUILDINO • • • • • • : 140 WEST FLAMER STET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAR (305) 375-2908 •• ••• •• •• • •• • • • • • ••• •• • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH3). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (in Miami Dade Comity) and/or the AHD (in areas other than Miami Dade Colony) reserve the right to have this product or material tested fbr quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product ormaterial within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is deteniined liyMiami- Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sectional Garage Door 9'- 0" Wide. - APPROVAL DOCUMENT: Drawing No. 101706, titled "Door Models 84A, 93, 94, H93 & H94 ", dated 11/18/96 with last revision on 08/01/03, sheets 1 of 1, prepared. by Clopay Building Products, signed and sealed by M.W. Westerfield, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall beara permanent label with the manufacturer's name or logo, city, state and following statement "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the perfomiance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, Use, and/or manufacture ofthe product or process. Misuse of this NOA as an mulorsenunt of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E•8 by a Dade County approved laboratory selected and paid by the rr. acturer. Every 3 months, four times .a year, the manufacturer shall .marl to this °Mee: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 31300 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance ADVERTISEMENT: The NOA number' preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. D SPECTION: A copy of this entire NOA shall be provided to the user by the inamriacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 01-0410.04 and consists of this page 1 as wdl as the approval document mentioned above. The submitted documentation was reviewed by Can :, r ' out PE. NOA No 03-0520.03 Expiration Date: Sept:e mber 25, 2008 Approval Date: September 04, 2003 Page 1 Aug- 10 05 11:45a Benavides • (305) 264 -4641 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • .• • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • Clopay BuOdtting Products Co,, • • . • . .' :.' . •' • ' •• •••• •••. • • • • • • • • • • ••• • ••• . ..• • ••• • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMT'ITED p.4 (For rite.OTTLy.11igt pattof NOA) A. DRAWINGS • •• •• •• • . ••• • • • . .. . 1. Drawing prepared by ClOpaji di�g�no& s •Company, titled "Door Models: 84A, 93, 94 H93 & H94 ", 27rawing 14.181'70, dated 11/18/96, with latest revision on August 2003, sheets 1 of 1, signed and sealed by M. W. Westerfield, PE. B. TESTS I. Test report of large missile impact test per PA 201, cyclic wind pressure test per PA 203 and uniform static air pressure test per PA 202 on 9' wide x 8' high door model 84A/94, prepared by American Test Lab of South Florida, report No. ATL # 1217.01- 96, dated 12/18 /96, signed and sealed by W. Mehner, PE. C. CALCULATIONS 1. Calculations of anchors; pages 1, prepared by M. W. Westerfield, signed and sealed by M W. Westerfield, PE on 01/10/97 D. MATERIAL CERTIFICATIONS 1. Tensile test report No. CTL062C, prepared by Certified Testing Laboratories, dated 01/20/97, . signed and sealed by R. Patel, PE. 2. Salt Spray Exposure test report No. 29198, prepared by Applied Research Laboratories, datedl2/15 /93, signed and sealed by C. A. Bamon, PE. 3. Salt Spray Exposure test report No. 9EM 1144, prepared by Q.C. Metallurgical, Inc., dated 08/03/99, signed and sealed by K. Grate PE. E. STATEMENTS. 1. Affidavit of minimum yield strength compliance prepared by M Westerfield employed by Clopay Building Products Company, signed by M.W. Westerfield and notarized by B. II Schuler with No Date. 2. Letter of code compliance prepared by Clopay Building Products Co. on 05/31/00 signed and sealed by MW .Westerfield, PE. 3. Letter of no financial interest prepared by M. W. Westerfield PE. notarized by M. F Kaisley on 01/10/97 4. No change letter issued by Clopay Building Products on 08/01/03 and signed by M. W. . Westerfield, PE. E -1 1413 Can do F ont, PE. Senior Product ContndDivi on NOA No 03-0520.03 Expiration Date: September 25, 2008 Approval Date: September 04, 2003 1. .V" .I 1' ma o L -106 (501. 0055 ! 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STEEL FIA3 BRA55t NL TRACK 1165: 061' TPA= :UV ETCH & MT. 1*10 *04 N MT. 3504-1(2'4 1T OA. 45.5. � BRA_pf)T66 /45''1% b/6' TRACK LAD SCREW 16ER stet MAU BO STU 461454 1(6Y7D 1� lIA• TWO PONT LOCK POSITION 01TO TRACK 103 OEM rEO1mDI4plii OF t!'WMi:11 lrP STILE m1f40E MAU •.1.d[firiri;,1 SLE OUT LOCK NAN KI O� woe BOLT LOCK ARO FIRMA 0033 CAT 00011. 24 (1{7.1 4�31� Tl1iAl0Y} p' S. • , ••• 051500. 5105 *01000O BY OOOR 54011102 (10 51187 10 CA. 161 QOM SI¢L 1346 570E 16 OA. ONLY. 61EEL OD1OLE ENO 516.E E6 G 154. 0L16 50ER. STILE i� i�il ,t- ••• • • • •• ••• I1 Vi L'1 /•• ∎• .;nL=in_Ii.'.. w :X19! ^az 1 G551 A- rJl.•,,1a;rl+i'= Y:C�I y1�� Tt 5c N 00 3') 7/10' 045544// 54650435 014 ROLLER 5501 t5WE4105515* 0000 0559057054 • • • t1a�g • E7B SEED • 11 17.4. 050.3 51E0. TOP 14) AND iii ERPF NO SCRETB. •) • r srm, Imo Std RaLUM • • DEAN LOADS: +57.0 PS' & -67.0 PSF. 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IIw w.oa .r BL 101105 ' b 0) • 0 3I) T179b -1p92 01 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/05/2008 Inspector: Perez, JanPierre Owner: FILL, NORRIS JOHN Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: A & G MECHANICAL Permit Type: Mechanical - Residential Inspection Type: Rough Work Classification: New Block: Phone Number Parcel Number 1131010220350 Lot: Phone: (305)446 -1931 Building Department Comments ADDITION 04 6?—e° 5 `j 4(81 Passed Inspector Comments Oa, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, May 2, 2008 Page 2 of 2 Inspection Date: 09/22/2008 Inspector: Perez, JanPierre Inspection Worksheet Miami Shores Village ge), 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: FILL, NORRIS & MAXINE Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: A & G MECHANICAL Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: New Block: Phone Number (305)754 -2134 Parcel Number 1131010220350 Lot: Phone: (305)446 -1931 Building Department Comments ADDITION T 0 3 0 f-2) Inspector Comments Passed (r9) Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, September 19, 2008 Page 2 of 2 Project Address 126 NW 100 Street 1131010220350 Miami Shores Village, FL 33138- Block: Lot: Owner Information Address Phone CeII Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores , FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Expiration: 0910812007 Applicant NORRIS JOHN FILL NORRIS JOHN FILL 81 NE 163 ST N MIAMI FL 33162 -3427 .J'J .... ze.... . .......<K.:u:'2..:.:: :•vvv. :... �.e........ U..::.::....•s.. \. ..... a. w::::.:...:.,.,:.,..uxv,:v : : :: ::v.. ....•..:.. .......:. ......... ......a.. ...e ..... .......:vryi: Contractor(s) A G MECHANICAL Phone (305)446 -1931 Cell Phone Valuation: Total Sq Feet: Tons: A/C Additional Info: Classification: Residential Approved: Comments: Date Approved: : Date Denied: Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $150.00 $3.00 $3.75 $158.35 Total Amt Paid I Amt Due $ 0.00 Payment Type : $ 0.00 $ 0.00 MAR 2 6 PAID -@ei CC TO $ 1,100.00 0 Available Inspections: Inspection Type : Smoke Test Final Hood Smoke Det Test Rough Duct Rough Ventilation 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 . March 12, 2007 Authorized Signature : Owner / Applicant / Contractor / NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. Building Department Copy Agent Date AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES . Monday, March 12, 2007 1 Miami Shores Village Building lie rmen g p at t DEC 15 2006 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY: M BUILDING PERMIT APPLICATION FBC 2001 Permit No.. Master Permit No. Permit Type (circle): Building Electrical , Plumbing Owner's Name (Fee Simple Titleholder) icont .4 t t Phone # Owner's Address 12,6 f W (OQ SA City MEnt ' * O(t,f State F(. zip ?j31 SO Tenant/Lessee Name Phone # Roofing Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES 126 NW t& s-1* County Miami -Dade NO V Contractor's Company Name Picj(( ?./ 4 J Contractor's Address 2 %'''J I 5W 31 t"t'V e City 1- 4110(`'t State �L Qualifier Q&ek10 I icucc State Certificate or Registration No. CA(, 057g4S Zip 'n` Phone # - i c, 6 1 Zip Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 14310 Square Footage Of Work: Type of Work: dA-ddition ['Alteration ['New El Repair/Replace Demolition Describe Work: ,� �t tip it i f�!.. C� • Submittal Fee $ Permit Fee $ e k() Scanning Notary $ Training/Education Fee $ i Lk() Scanning $ ® Radon $ Zoning Code Enforcement $ Structural Plan Review. $ CCF $ •2.0 CO /CC Technology Fee $ • .S Bond $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City r State Zip plicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate pernut 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 Signature Co The foregoing instrument was acknowledged before me this day of 20 OA by , day of 10FARY LIC•STATE OF PL9RPA hA�licea Silvera SIOI1 707 who is personally known to me or who has produced NOTARY r :LIC. Sign: Print: As identification and who did take an oath. who is personall cIedhalino i , oath. Atlantic Bon NOTARY PUBLIC: Sign: Print: c_ � /4..e31- My Commiissiq* tom' : / b/.9_ �/a„e„� My Commission Expires: je G•;.OWNeto.•0.+0 • *0.°(;) • N • ** x�*+ * *-* . o *-** * �*2: * *O V = * * * * * * * * ** * ** * * * * * * * * * ** * * ** *fi ** * **** * * * * ** * * * * * * * * * * * * ** u • .' e• Q P.; e i ' ''' • ` T. $ry. y • ell. Plans Examiner • ♦'Qy •..•• pil♦ Engineer • • II 1 I ;,♦ zoning Chc 05/13/03 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/04/2008 Inspector: Bruhn, Norman Owner: FILL, NORRIS & MAXINE Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Block: Phone Number (305)754 -2134 Parcel Number 1131010220350 Lot: Phone: (305)685 -0412 Building Department Comments DEMO OLD GARAGE NEW GARAGE , NEW BATHROOM AND EXPAND FAMILY ROOM NEW WINDOWS AND SHUTTERS ON NEW OPENINGS 0 ®b- 20 Passed Inspector Comments cc p ni 00-302K 00-302K � MciagliOaco C.1.-- El o _3021 0--- 0 bt- W 4 CL.- v\ 01- 2 � U._ %AO 01-019 V---- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, December 3, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/10/2008 Inspector: Bruhn, Norman Owner: FILL, NORRIS & MAXINE Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition Block: Phone Number (305)754 -2134 Parcel Number 1131010220350 Lot: Phone: (305)685 -0412 Building Department Comments DEMO OLD GARAGE NEW GARAGE, NEW BATHROOM AND EXPAND FAMILY ROOM NEW WINDOWS AND SHUTTERS ON NEW OPENINGS Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, October 10, 2008 Page 1 of 2 INSULATION CERTIFICATE D.B.A. / ALLSTATE INSULATORS AIR & HEAT INSULATION INC BUILDING PERMIT NUMBER: RC 12063022 PROJECT NAME: ADDITION AT: ADDRESS: 126 NW 100 ST, M1AM1, FL. ii ke- We the undersigned, hereby certify that the THERMAL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE, the approved ENERGY CALCULATIONS, and PLANS, and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below (Only the applicable boxes are checked): 1. Exterior CBS walls insulation: R -4.1 (Min.) Materials: ET-FOIL HI PERM Thickness: inch(es) Density: lb /g3 Manufacturer. FI FOIL CO. 02. Exterior Frame/Metal stud walls: fMn) Materials: Thickness: inch(es) Density the Manufacturer. 03. Exterior solid concrete walls: (Min) Materials: Thickness: inch(es) Density lb/tl3 Manufacturer. ❑4. Interior walls separating A/C from non -A/C spaces insulation (Min) Materials: Thickness: inch(es) Density: the Manufacturer 5. MULTI-FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (PARTY) walls separating different tenants are insulated as follows: FRAME/METAL STUDS walls R -11 (Min), CBS or CONCRETE walls R -3 (Min), both sides (as required by ENERGY CODE) See ENERGY CODE, January 1993, section 602.1 ABC.1.I on page 6-10, latest edition. These "minimum levels of insulation ", are not included in the Energy Calculation, but shall be installed in the field. F16. Above deck type Roof Insulation: (Min) Materials: Thickness: inch(es) Density: Ib /ft3 Manufacturer. 0 0 7. Ceiling insulation: Thickness: 6 1/4" R-19 (Min) Materials: BATT FIBERGLASS inch(es) Density: ib/ft3 Manufacturer. OWENS CORNING 8. Others: R-11 BAIT FIBERGLASS AT GARAGE CEILING. Installed by .4IR & HE4T INSUL4TION ING D.B.A./ 41 1STATEINSUL4TORS Insulation Company Name Insulation Contractor Certificate of Competency # 17735 G.C.( Bulkier. ORONI INC. Building Contractor Certificate of Competency # Certified on: 05/20/08 G.GI Builder Signature Certified at: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/10/2008 Inspector: Bruhn, Norman Owner: FILL, NORRIS & MAXINE Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Termite Letter Work Classification: Addition Block: Phone Number (305)754 -2134 Parcel Number 1131010220350 Lot: Phone: (305)685 -0412 Building Department Comments DEMO OLD GARAGE NEW GARAGE, NEW BATHROOM AND EXPAND FAMILY ROOM NEW WINDOWS AND SHUTTERS ON NEW OPENINGS Passed Inspector Comments 7g- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, October 10, 2008 Page 1 of 2 ECE \4 .L OCT, `y z 008 CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 1816.1.7 Purchaser's Name and Address: Oroni, Inc. 14040 NW 6th Court North Miami, Fl 33168 Treatment Site: 126 NW 100th Street Miami Shores, Fl 33138 Project: Residence Addition Chemical:, Cypermethrin Square Footage: 240 Number of structures treated: 1 Date of Completion: 10 /13/08 Permit No.: RC12063022 Product: Demon MAX @ 0.25% Number of Gallons: 24 Lot & Block: N/A Technicians Name: Chris Eckhardt Date & Time 10/13/08, 9:00AM Accurate Pest Control, Inc. hereby - confirms that this building has received a- complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and .laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Guarantee _ None 1 Year 5 Years 0 LICENSE NO. JB 1752 ACCURATE F,�' ` r NTROL, INC. BY: Harvey Smades, President Revised on 06/01/08 Renewal - Yes No 0 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954- 584 -8588 • 1 -800- 749 -8588 • FAX: 954 -584 -6117 OCT MP ma ma .s 2E License # JB 1752 Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC) 1816.1.7) Oroni, Inc. (305) 685-0412 126 NW 100th Street Miami Shores, F133138 Residence Addition Permit No: RC12063022 Method of Termite Treatment Prevention Treatment- soil barrier, wood treatment, bait system, other (describe) The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer ServicesA n Authorized Signature 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 - 584 -8588 • 1 -800- 749 -8588 • FAX: 954 -584 -6117 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name KENNETH NORRIS FILL & LAURA BRODERICK FILL A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 126 NW 100' STREET City MIAMI SHORES State FL ZIP Code 33150 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) SEE FOLIO# 11- 3101 - 022 -0350 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25° 51' 59.54-N Long. 80° 12' 1.12 -W A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) 1765.7 sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 6 c) Total net area of flood openings in A8.b 1281.6 sq in OMB No. 1660 -0008 Expires February 28. 2009 Ftlrrihsu Polioy'Number trrrr an Ilse: ompany NAIC Number NO °07Q2 R J a j ❑ NAD 1927`iqAD't983 Horizontal Datum: A9. For a building with an attached garage, provide: a) Square footage of attached garage 185.6 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES - 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025 C 093 J 7/17/1995 3/2/1994 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes No Designation Date Ni A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized BM#N -568 Vertical Datum NGVD -1929 Conversion/Comments NONE a) Top of bottom floor (including basement, crawl space, or enclosure floor)- 10.6 b) Top of the next higher floor 12.5 c) Bottom of the lowest horizontal structural member (V Zones only) N/A. d) Attached garage (top of slab) N/A. e) Lowest elevation of machinery or equipment servicing the building 10.4 (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) 10.4 ® feet ❑ meters (Puerto Rico only) 10.4 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the infom ation on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifier's Name PABLO J. ALFONSO License Number 5880 Title PROFESSIONAL SURVEYOR & MAPPER Company Name ROYAL POINT LAND SURVEYORS, INC. Address 6175 NW 153RD STREET, SUITE# 321 City MIAMI LAKES State FL ZIP Code 33014 Si. , Date 10/28/08 Telephone 305 - 822 -6062 FE A Fo :' -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 126 NW 100"' STREET For Insurance Company Use: Policy Number City MIAMI SHORES State FL ZIP Code 33150 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CROWN OF ROAD ELEVATION IS 10.5', AC SLAB ELEVATION 10.4' Signatu - Date 10/28/08 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ® feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ® feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the _building is ® feet. 0 meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is e feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ® feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the. Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 126 NW 1007H STREET Policy Number City MIAMI SHORES State FL ZIP Code 33150 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Photographs date taken: 10/28/08 Top left photo: FRONT VIEW Top right photo: REAR VIEW Bottom left photo: RIGHT SIDE VIEW Bottom right photo: LEFT SIDE VIEW U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION OMB No. 1660 -0008 Exoires February 28. 2009 RC o6-31)22_ r Ills the COtrlpany Use: Al. Budding Owner's Name KENNETH NORRIS FILL & LAURA BRODERICK FILL 3 1 lE �� . A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route; and Box No -.a 126 NW 100TH STREET City MIAMI SHORES State FL ZIP Code 33150 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Descripti n; eto°) -° SEE FOLIO# 11- 3101 - 022 -0350 OF THE PUBLIC RECORDS OF MIAMI -DADE COU TY, FLORID iimbe orrij dr y NAIL ;Number A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25° 51' 59.54-N Long. 80° 12' 1.12 -W A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood in A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a) Square footage of crawl space or enclosure(s) 1765.7 sq ft a) b) No. of permanent flood openings in the crawl space or b) enclosure(s) walls within 1.0 foot above adjacent grade 6 c) Total net area of flood openings in A8.b 1281.6 sq in c) Horizontal Datum: surance. ❑ NAD 1927 ® NAD 1983 a building with an attached garage, provide: Square footage of attached garage 185.6 sq ft No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES - 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025 C 093 J 7/17/1995 3/2/1994 X N/A BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) BI 1. Indicate elevation datum used for BFE in Item 89: 0 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* e Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized BM #N -568 Vertical Datum NGVD -1929 Conversion /Comments NONE a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 10.6 b) Top of the next higher floor 12.5 c) Bottom of the lowest horizontal structural member (V Zones only) N/A. d) Attached garage (top of slab) N /A. e) Lowest elevation of machinery or equipment servicing the building 10.4 (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 10.4 g) Highest adjacent (finished) grade (HAG) 10.4 Check the measurement used. ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) 0 feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifier's Name PABLO J. ALFONSO License Number 5880 Title PROFESSIONAL SURVEYOR & MAPPER Company Name ROYAL POINT LAND SURVEYORS, INC. Address 6175 NW 153RD STREET, SUITE# 321 City MIAMI LAKES State FL ZIP Code 33014 A Fomy$1 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 126 NW 1007" STREET F©rInsuranc Company Use: City MIAMI SHORES State FL ZIP Code 33150 Policy Number Company NAIC Numbe SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CROWN OF ROAD ELEVATION IS 10.5', AC SLAB ELEVATION 10.4' Si. natur Date 10/28/08 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is e feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ® feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams). of the building is El feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ■ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is i2 feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. 01. 0 The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community - issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: . ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: • ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 126 NW 100TH STREET City MIAMI SHORES State FL ZIP Code 33150 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Photographs date taken: 10/28/08 Top left photo: FRONT VIEW Top right photo: REAR VIEW Bottom left photo: RIGHT SIDE VIEW Bottom right photo: LEFT SIDE VIEW 4k U.S. DE?ARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. OMB No. 1660 -0008 Exoires February 28. 2009 SECTION A - PROPERTY INFORMATION Al. Building Owner's Nam KE(Clhi'"H NIQRRiS;FILt & LAURA BRODERICK FILL A2. Building Street Address (including 126 NW 100TH STREET For Insurance Company Use: and/or Bldg. No.) or P.O. Route and Box No. City MIAMI SHORES S ate FL - IP 0 od 33150 Policy Nuttrl om r ylU A3. Property Descriptio (L SEE FOLIO# 11- 3101 -'22 -i Parcel Number, Legal Description, etc.) CORDS OF MIAMI -DADE COUNTY, FLORIDA A4. Building Use (e.g., Fteside�tlaf ,on- aidenti4b, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25° 51' 59.54 -N Long. 80° 12' 1.12-W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) 1765.7 sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 6 c) Total net area of flood openings in A8.b 1281.6 sq in RESIDENTIAL to obtain flood insurance. Horizontal 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage 185.6 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/,4 c) Total net area of flood openings in A9.b NIA sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES - 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025 C 093 J 7/17/1995 3/2/1994 X N/A BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) BI 1. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? DYes 1'. No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQU C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/ below according to the building diagram specified in Item A7. Benchmark Utilized BM #N -568 Vertical Datum NGVD -1929 Conversion /Comments NONE a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) e) 9) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Check the measu 10.6 e feet ❑ meters (Pu II 12.5 ® feet ❑ meters (Puerto NIA. 0 feet ❑ meters (Puerto NIA. 0 feet ❑ meters (Pue11 R cc 10.4 ► 4 feet ❑ meters (Pue* 10.4 a feet 10.4 ► feet ❑ meters (Pue-teli ❑ meters (Pue co SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATIQNj This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation, information. / certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifier's Name PABLO J. ALFONSO License Number 5880 Title PROFESSIONAL SURVEYOR & MAPPER Company Name ROYAL POINT LAND SURVEYORS, INC. Address 6175 NW 153' STREET, SUITE# 321 City MIAMI LAKES State FL ZIP Code 33014 Sign Date 10/28/08 Telephone 305 -822 -6062 A -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 126 NW 100TH STREET Policy Number City MIAMI SHORES State FL ZIP Code 33150 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CROWN OF ROAD ELEVATION IS 10.5', AC SLAB ELEVATION 10.4' Sigr atu Date 10/28/08 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ® feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ® feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ® feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ® feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ® feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 126 NW 100TH STREET Policy Number City MIAMI SHORES State FL ZIP Code 33150 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Photographs date taken: 10/28/08 Top left photo: FRONT VIEW Top right photo: REAR VIEW Bottom left •hoto: RIGHT SIDE VIEW Bottom right •hoto: LEFT SIDE VIEW Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 11/05/2008 Inspector: Dacquisto, David Owner: FILL, NORRIS & MAXINE Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Block: Phone Number (305)754-2134 Parcel Number 1131010220350 Lot: Phone: (305)685-0412 Building Department Comments DEMO OLD GARAGE NEW GARAGE, NEW BATHROOM AND EXPAND FAMILY ROOM NEW WINDOWS AND SHUTTERS ON NEW OPENINGS 46 6,, 107 / crt IliQ Passed ) Ins ector Comments Pe-MI A.-8X C' Si do tv-T- /lc c.-d_.,,,_„e47-• c..,,..1 ,u4.- I beize" .k bef,,, 114,04- Failed Correction Needed Re-i nspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Friday, November 14, 2008 Page 1 of 2 BOUNDARY SURVEY Property Address: 126 NW 1001" STREET, MIAMI SHORES, FLORIDA, 33150 LEGAL DESCRIPTION: Lot 3 AND THE EAST 1/2 OF LOT 2, Block 5, of "GOLD CREST" according to the plat thereof as recorded in Plat Book 21 at Page 56 of the Public Records of Miami -Dade County, Florida. SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. 2) This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. 4) Accuracy: The expected use of the land, as classified in the Minimum Technical Standards (61G17-6FAC), is "Residential High Risk ". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and /or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions aps ports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Contact the appropriate authority prior to any design work on the herein - described parcel for Building and Zoning information. 8) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 9) The surveyor does not determine fence and /or wall ownership. 1`0) Ownership subjects to OPINION OF TITLE. 11) Type of Survey: BOUNDARY SURVEY. 12) North arrow direction and bearings are based on Recorded Plat Book 21 at Page 56 of the Public Records of Dade County, Florida. 13) Elevations are based on the National Geodetic Vertical Datum of 1929. 14) Bench Mark Used: # N/A of Dade County, FL. * Elev. = N /A' 15) Flood Zone: X Base Flood Elev.: N/A as per Dade County, Florida. FEMA Parel 120652 - 0093 -J -MARCH 2, 1994 16) This PLAN OF SURVEY has been prepared for the exclusive use of the entities raa The Certificate does not extend to any unnamed party: A.) KENNETH NORRIS FILL & LAURA BRODERICK FILL B.) C.) D.) SURVEYOR'S CERTIFICATE: I Hereby Certify to the best of my knowledge and belief that this drawing is a tri e,) correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicablee;proysions ;t of Chapter 61G17-6, Florida Administrative Code. Field Date: October 28, 2008 Job# RP -08 -842 Pablo J. Alfonso P.S.M. Professional Surveyor & Mapper State of Florida Reg. No.5880 LAND U R V Y D I 114 6175 NW 153rd STREET, SUITE 321, MIAMI LAKES, FLORIDA 33014 Phone: 305 - 822 -6062 * Fax: 305 - 827 -9669 F:\BOUNDARY- SURVEY - NOTES \126 NW 100 STREET MIAMI SHORES.doc Page 1 of 2 Miami Shores Vill APPROVED ZONING DEPT BLDG DEPT MOM Ar F,b SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 1;3V 1 4 2 OB F: \DRAY NG\PROTO.dwg 9/19/2006 BLOCK CORNER F1P.1 /2" FlP.1 /2" No I.D. No I.D. BOUNDARY SURVEY SCALE: 1" = 20' Z -101 JO i3aNMN32i 0.8' F1P. 1/2" No I.D. 21.21' o 18.70' w 1 —STORY RES# 126 F.F.E= 12.48' r �+J 0 1.2' x= a m EAST 1/2 OF LOT -2 BLOCK -5 90'3' FlP. 1/2" No I.D. 0 N LOT -11 BLOCK -5 .=SOY LAND SURVEYORS, IND. PHONE: 305 - 822 -6062 * FAX: 305 - 827 -9669 6175 NW 153rd STREET SUITE 321 MIAMI LAKES FL 33014 53.01' A/C I 'dl 3'X3' CONC. STEPS 6.0' LOT -10 BLOCK -5 8''56'52" ' 'T 75.27'(M) 75.06(R) v FlP. 1/2" I No I.D. 5' CHAIN LINK FENCE LOT -10 BLOCK -5 0.4' LEGEND OH /1 x Overhead Wire Line Wood Fence Chain Link Fence Iron Fence — — — Monument Line Centerline ."1€1, Property Line C.B.S. II +� Existing Elevations ?!' =Catch Basin ® =Water Meter ® = Electric Box pS =Sanitary Manhole = Sprinkler Pump 'D =Wood Pole 0 =Conc. Pole XX =Light Pole 'W =Fire Hydrant =Water Valve =Inlet = Florida Power Light Transformer =Cable Tv Box = Electric Meter Box 111811 S— )10018 -b -101 A /C=Air Conditioner Conc. =Concrete C.B.S. = Concrete Block & Stucco D.E. = Drainage Easement D.M.E. = Drainage Maintenance Easement F.F.E. =Finish Floor Elevation F.I.P. =Found Iron Pipe /Pin F.I.R. =Found Iron Rebar F.N. =Found Nail F.N&D =Found Nail & Disc LM.E. =Lake Maintenance Easement (M) = Measured (F') = Platted (R) = Record Res. = Residence SIP /R =Set Iron Pin/Rebar U.E = Utility Easement A =Arc BRG= Bearing CH =Chord 6 Delta L =Length R= Radius T= Tangent Page 2 of 2 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores , FL 33138 -0000 Phone: (305)795 -2204 ................... ............................... ................... ............................... ................... ............................... ................... ............................... Expiration: 09/08/2007 Project Address Parcel Number 126 NW 100 Street 1131010220350 Miami Shores Village, FL 33138- Block: Lot: Applicant NORRIS JOHN FILL Owner Information Address Phone CeII NORRIS JOHN FILL 81 NE 163 ST N MIAMI FL33162 -3427 Contractor(s) Phone Cell Phone ATLANTIS ELECTRICAL CORP (305) 551 -4043 Valuation: $ 3,100.00 Total Sq Feet: 0 Type of Work: Additional Info: Classification: Residential Fees Due Amount CCF $2.40 Education Surcharge $O.80 Permit Fee - Additions/Alterations $150.00 Scanning Fee $3.00 Technology Fee $3.75 Total: $159.95 _ Available Inspections: Total Amt Paid I Amt Due $ 0.00 Payment Type : $ 0.00 $ 0.00 :1 Inspection Type : Alteration Fire Alarm Underground Rough Service Change Meter Box Relocation WW Final 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 . March 12, 2007 Authorized Signature : Owner / Applicant / Contractor / NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. Building Department Copy Agent Date AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES . Monday, March 12, 2007 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 DEC 1 5 ilk Permit No. M"' 3cZ3 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) .nt1G 11 Phone # Owner's Address 126 NW 1C* 4 City M t State Zip BS 15t) Tenant/Lessee Name Phone # Job Address (where the work is being done) 12E N (I) 100 4 City Is/ iami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name A'i641 Contractor's Address 1 Z %O �JU) 200 Ter City MIQI% State f ( r Qualifier VoNcl Ot o State Certificate or Registration No. '601 '73 00 R 1M Zip 331 SD Phone # 30b - 7S 1 - 07 Zip B3)75 Certificate of Competency No. Architect/Engineer's. Name (if applicable) Phone # $ Value of Work For this Permit 3100. oo Square Footage Of Work: Type of Work: [Addition ['Alteration ❑New ❑ Repair/Replace gbemolition Describe Work: Dmolt'km 016 enrcne. � Nino 9afa9e, ect-Rucom (Ind e'pcM fcen41.1 icnm by 5V -�- ****************************Fees****************************** * * * * * * ** * *** * **, *** *** Fees, * * * ** * * * ** * *** *** * **,r*** ** ** Submittal Fee $ Permit Fee $ .. i c'a CCF $ ' 40 CO /CC Notary $ Fee $ Technology Fee $ y1 Scanning $ V Radon $ Zoning Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Ier's Nan i ( applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of ` 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY Sign: Print: LIC: Signature �I Contractor The foregoing instrument w day of , 20 Arlenis Aticea Silvera lion # D0441607 who is personally known to _ :PNR4Rc1., 2008 as iden kUil 'i8186e ari oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: f 8n'a-a fa-.0 D III 8 ,p41 • N • * • October 22, 2008 . APP CATIi71 PRO #DD350995 ,��•QQ Chc 05/13/03 My Commission Expires: ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** flans Examiner Engineer Zoning Inspection Date: 09/30/2008 Inspector: Devaney, Michael Inspection Worksheet Miami Shores Village 10050 N.E, 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: FILL, NORRIS & MAXINE Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ATLANTIS ELECTRICAL CORP Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration eit000,000 Phone Number (305)754 -2134 Block: Parcel Number 1131010220350 Lot: Phone: (305) 551 -4043 Building Department Comments ADDITION 00®22 Passed Inspector Comments ; °31 e° ,,,..,,c72--- '.:0° Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, September 30, 2008 Page 1 of 2 .4.. Inspection Worksheet Miami Shores Village it 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/14/2008 Inspector: Devaney, Michael Owner: FILL, NORRIS JOHN Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ATLANTIS ELECTRICAL CORP Permit Type: Electrical - Residential Inspection Type: Rough Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1131010220350 Lot: Phone: (305) 551 -4043 Building Department Comments ADDITION Passed Inspector Comments -� f ,C";/2.-- /1-/a / Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, May 13, 2008 Page 2 of 2 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores , FL 33138 -0000 Phone: (305)795 -2204 Project Address 126 NW 100 Street Parcel Number 1131010220350 Expiration: 09108/2007 Applicant NORRIS JOHN FILL Miami Shores Village, FL 33138- Block: Lot: Owner Information Address Phone Cell NORRIS JOHN FILL 81 NE 163 ST N MIAMI FL 33162 -3427 Contractor(s) Phone ALL IN ONE PROPERTY SERVICES IN 305 - 688 -9550 Cell Phone Valuation: $ 8,200.00 Total Sq Feet: 0 :S2 :i `•`n`S•; i ..... i:Lyo'�5:..... J<.4., ......... n ......... <eJ.., ..... a ..,, . <.......v.... Type of Work: Re -Roof Additional Info: COLOR THRU TILE Classification: Residential Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $5.40 $1.80 $250.00 $9.00 $6.25 $272.45 Total I Amt Paid $ 0.00 Payment Type : Amt Due $0.00 $ 0.00 MAR 2 6 PAID CE_i 1705°7 Available Inspections: Inspection Type : Up Lift Report Hot Mop Final Roof Tin Cap Tile In Progress 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 March 12, 2007 Authorized Signature : Owner / Applicant / Contractor / NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. Building Department Copy Agent Date AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES . Monday, March 12, 2007 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 No. 4O6 PERMIT APPLICATION Master Permit No. �09 ©9n- otAwwOO ® ®nnnon. , FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) nne.iil 1 { Phone # Owner's Address 12.6 N W 100 51- City 'QCM1 tOR„ 3 State L. Zip .51S0 Tenant/Lessee Name Phone # Job Address (where the work is being done) 12irp NUJ MO City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name A A Ned, Contractor's Address 46 %0 ,4. I2S 5T Zip 6-61s0 Phone # �� S w �q 3 -'7&( 3 City NI 4.rni ¶L State 'FL Zip ?J I :( 1 Qualifier Name cite Ise d ` 0 n Phone # 50S - 6cc S ^ 7663 State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ D LOO . Type of Work: Addition Describe Work: Square / Linear Footage Of Work: fNew ❑ Repair/Replace e. Gf moo ❑ Demolition * * * * * ** Submittal Fee $ Permit Fee $ 5'-0111)". - CCF $ 5• `1 CO /CC Notary$ Training/Education Fee $ A SO Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortge Lender's Address . , City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signatur4` 1,,�,.�r,� Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 1,4 , 20 Oje, by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 1 N• � a OF FLORIDA Sign: I� ` g ■.1-of Si ► ,a y. ;1esias or I Print: ssion # DD535535 Print: '� Exp;rp MAX ' 2p,10 .. My Commission Expires: /0 2- ac9 y Con �o 1' it b 6411 �(v APPLICATION APPROVED BY: s 0'1 1 of i e08(06) FN •a • . r22. -448 "kg. e3 w . "1 rain sa VP • btO� 11,0° b • �nSl$31 \1� s • ) •I ir• Plans Examiner Engineer Zoning I High Velocity Hurricane Zone Uniform Roofing Permit Application Fo MIAMI -DADE COUNTY BUILDItj© DL=fARTMFNT glACTRO 4IC AppUCATION • • • •• • • • •• Section A (General informtation; • • • • • • ••• ••• • • • • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • •• • •■• • • • • ••• Page, l of 1 Mastdr Permit No. Contractor's Name: • • • • r Low Slope 1 Asphaltic Shingles r Prescriptive SUR -RAS 150 r r Process No. • • • •• ••• •• • Job+4ddresst • • • :1: iZCq :N,vi iOO+� -r. •• • • • • • ••• •• . Roof Category Mechanically Fastened Tile Metal Panel/Shingles Other: Roof Type New Roof r Re•Roofing E Recovering E Repair r Maintensaity. Are there Gas Vent Stacks located on the roof? . Yes r No if yes, what type? . r Natural r LPGX Roof System information Low scope roof area (ft.') 77— Steep Sloped area (ft.') t PL. -Total (ft.') Sera P- K Mortar /Adhesive Set Tile r Wood Shingles/Shakes j aVl�tSl/L�I5� N DEC La 1 5 2000 U Sec Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identity dimensions of elevated pressure zones and location of parapets. Perimeter (a'':.[� Corner Size (a' • a'): {Wi j)ldth t 13 - 1 • r //31/111 _ 111 ..«.i._ ... .s_ 1 f• .. ...f NO _ „L., ... ...., f [( tttttt `, } v , • ! ~I i ldNl ��j 1Y' � 1� "^" •� _ �►� it Elf: ■�l a le }- ii .. , .... i 4 ,. . • { pineal ma -+ • 1 roman NNI I ■ ists ■r■ • ... i�_ ... NI ' . 'CANN IIII ... ... . mampagarapplair nen solppir NUNN OR - I — _ .--nil a ., ( ..x.. s „i `„ ., yy I age L q r- c htt : / /www.co.rniarn'„�ade.fl.us/ P BLDGiROOFING_PERMITING/PERMIT APP SECTI... 3/26/2004 • • •• •• • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • ••• • • • • • • • ••• • • • • ••• • • • 9 Page 1 of 1 High Velocity Hurricane Zone l jnifprm Rogf eg Permit Application Form MIAMi -DADE COUNTY BUILDINC,o DEPBIRTMEIICG EIaE�'t:RbNIC APPLICATION • 11. .. • • Section D (Steep Sloped Roof System) •• • • • •• ••• •• • . • • • • Roof System Manufacturer: J 9 1 pg;- ;; •• •• p : Notice of Acceptance Number: 79 "' -1/ , ty L ,..r Minimum Design Wind Pressures, if Applicable (from RAS 127 or Calculations): P1:r749 P2: 1-2171—P 3: 122.2I Maximum Design Wind Pressures, (From the PCA Specific system): 1 614 Roof Slope: n /12" Roof Mean Height: i.5` a " Sloped System Description Deck Type: 15/8° Plywood zJ Alternate Deck Type: Ridge Ventilation: 76t.37'i See-P7' Method of Tile Attachmen N/A Alternate Tile Attachment Method :l Clip Spacing for Metal Root Panels Field:. fu /1 Perimeters: 1"---PW Corners: N *-- NIA . Perimeter Width: Page 4 insulation/Fire Barrier Boa. I P141- Optional Naltable Substrate: Fasteners: '_fir° ' R-S r CoR iol./ 12")‘"a41.37 Cap Sheet Type/Adheshre Type: Roof Covering: 1 eil-Mr/9- FE 5PP4- I tow '�a�r RoOi' m g. Roof Covering Attachment Method: AlbifieSWE Drip Edge Size & Gauge: ° face 25 ga. Drip Edge Material Type: GBIVinlzed Metal Drip Edge Fastener Ty . e: 1 'P' .S. C, i" ©.c. Hook Strip /Cleat ga. or weight: N/A http://wvvw.co.miami-dade.fl.us/BLDG/ROOF1NG_PERMITING/SECTION D 3.HTML 3/26/2004 • • ••• • • • ••• •• •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI DADE COUNTY BUILDING AEE'A,RTM N'C VLEGtROMC APPLICATION • •• •••__.. • • • • • • •••• ••• ••• • • • Section E (tue.C,a16u1axions) .. For Moment based tile systems, chore eiSh�ar�lYletttod:1,gra.•Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: 474, x A • - Mg: 5. Mr1: iii.5 NOA Mf: 1v1.9 P 2: plz>. 6 x A E-2.70 - Mg: 6.69 = Mr1: NOA Mf: (01:9 P 3: fAO.�` x A f •zq°► - Mg: 5.0 = Mr1: NOA Mf: Method 2 "Simplified Tile Calculation Per Table Below" Requ ;d Moment of Resistance (Mr) From the Table Below: NOA Mr Required Moment Resistance* Mean Roof Height in feet 15' 20' 25' 30' ' 4/ Ro • Slope 4. 1 1 4. 2. 34.4 36.5 3 . 39.7 42.2 3 :12 32.2 30 36.0 37.4 39.8 4:12 -8 - 32.2 33.8 35.1 37.3 5:12 28.4 0.1 31.6 32.8 34.9 6:12 26.4 28.. 29.4 30.5 32.4 :12 24.4 25.9 27. 28.2 30.0 . *This Table ust be used in conjunction with a list of moment • sed tiie system ndorsed by the Broward county Board of Rules and Ap = Is. Page 5 http: / /www.co.miami- dade.fl.us/ BLDG / ROOFING _PERMITING /SECTION_E J.HTM 3/26/200 SECTION 1524 ' HIGH VELOCITY HURRICANE ZONES REQUIRE! QWNE tS liaTTF•ICATION FOR ROOFING CONSIDI R TICeNS .:: • ; • • • • • • ••• 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 tl}e content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern t11 mitiioi qt enlez�tssal standards of the industry for roofing system installations.. Additionally, the follo`yin$'ltems Should be (Isitrsijed as part of the agreement between the owner and the contractor. The owner's initiatIn thg'ddjabent b8x irttiicates that the item has been explained.. •• • • • •• ••• •• • • . . • . . 1. Aesthetics - Workmanship: The workmanship ►iiricQ� aPf . 'ihiap. ttr 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing syltana zaieots :tt 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 robf 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 roofing work to be performed. 4. Exposed Collings: 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 (wait 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. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Signature CmoC191C-14y%LOCALS4M.,SrCTIo.Y IJ*14 Date BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam .Products, ' Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or . material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® A11160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J; rge L. Acebo. • • ••• •• •• • • • • • • • • • • •• • • • • • ••• • • • • • ••- • • ••• • • ••• •• •• • • • • • • • • • • • ••• MIAMI -DADE COUNTY, FLORIDA • • • • • • • • .; ;" • � • • • METRO -DADE FLAGLER BUILDING • • • • • • 1)14'4. ' FLAGLER STREET, SUITE 1603 • • •• • • • • ••• • •.• MIAMI, FLORIDA 33130 -1563 • (305) 375 -2901 FAX (305) 375 -2908 ..• - • • •• ••• _• • •• • • • • • ••.•• • NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04 /13/06 Page l of 7 • • ••• •• •• • • • • • • • • • • • • • • ••• • • • ••• •••••• • • • •• • • • ••• • • • • • • • • • • ••• •••• • • • ••• • •• •• • • • • • • •• • • • •• • • •••• • • • • • • • • • • ••• • • • ROOFING ASSEMBLY APPROVAL: •; ••� Category: Roofing • : • :. • Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: •• • • • • • • • • •• ••• •• • • • • • • ▪ • • • This approves Polypro® AH160 as manufacttittd lay Polgfottin Rf fc?uett, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attaclunent calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro® AH160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCT'S MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change Q -40° F., 2 weeks +6.0% Volume Change ®158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10 /11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: • • •• •• • • • • • • • • • • ••• • • • • ••• • • •• • • • • • • Test IlenMier #94 -060 25781811,PA . 25- 7438 -3 • 25-743S-4. • ' 25- 7438 -7 • 25 -7492 NB-589-631 9637 -92 01- 6743 -011 01- 6739 -062b[1] '7050.02.96-1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 • • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • • • • ••• • •• •• • • • • • • • •• • • • •• • • • % • test N aune/Yteport TAS 101 • •• •T SlQl SSTD L1 -93 • • • ••••• • • .. 'S'fD•'1 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 • 03/02/99 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. S. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. IF` F= 2: MS W NOA No.: 06- 0201.02 Expiration Date: 05/10/11. Approval Date: 04 /13/06 Page 3 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• INSTALLATION: • •• • • • • • • • • • • • •• • • • •• 1. Polypro® AH160 may be used with any:•roof'tile ass4mbjy Davir� 0 c it ent NOA that lists uplift resistance values with the use of' PolypM() Affl60. "' • • • 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted *An; 'I;he ttilf .ssernbiy's adhesive attachment with the use of Polypro® AH160 shall provide Itiffriontatruhrievresistrice, expressed as an uplift based system, to meet or exceed the uplift tdsi$tallce ebt4rr>ainpflein cpinpliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • • ••. • • • ••• •• •• • • • •• •• • it • • • • • • • • • • • • ••• • • • • • • • • • • • • • •.• • • • • e•• ADHESIVEa'LACEMJ T »JTA1I41 • 1VG�3E Pk • • • • • • • • • • • • • ••• ••• ••• • • • • • es • • • Mail through piasUemud of era course eoaxtile. Abut to second coulee d pan du. Evade eawe ea of pan ad covet Wes are Bob eterreBne. Eave daure Weephob Fade (mortar shown) 0 tloAir :gee NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • . • • • • • • • • • • • ••• • • • • ••• ADHESIVE PLA,CEMgNT. DETAIL 2.. 4141. . •• ••4141 • • • • • • • • • ••• ••• ••• • • • 411 • • • •• 4141 00 • .•..41••41 • • .•. • • • • •• • • • • • • •• • • • • • IP NalMralgh Illas8 m*P NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • .• • • • • ••• • • • • ••• ADHES1YJ PL4CEMF.NT»ETAJL 3.. DMA" PA'1!FY •. • • 2 : ! •. • • • • • • • • • • • ••• ••• ••• • • • Nail through plastic cement Single paddy between bile Single paddy on underlayment in.x 3 In. Single paddy on top of the Ease Course Save Closure 2 in. x 7 In. medium size paddy rove course only Fascia END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • .•• .• •• • • • • • • • • • • • • • ••• • • •. • • • • • • • • ••• ••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• • • ••• - .•• N II -DARE COUNTY, FLORIDA • • • • • • . • • j 4 1'$O -DADS FLAGLBR BUILDING • • • • • '.140 STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) • :' • •• ••• •• • • Santafe Tile Corporation 8825 NW 95t` Street Medley, FL 33178 •• • • • • • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. . This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Santafe Spanish 'S' Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or. process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors . and shall be available for inspection at the job site at the request of the Building Official. This revises and renews NOA # 04- 0420.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02102/06 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Cateaory ;, Sub - Category: Maw :. Roofing 07320 Roofing Tiles Clay • • ••• • •• •• • • • • • • • • • • • • • ••• • • • • • • • ••• • • • •• • • • • • • • • ••• ••• Wood . •• • • • • • • • • • •• •• • • • • • • • ••• • • • • • • ••• • ••• • •• • • • • • •• ••• • ▪ •• • • • • • ••• • • • • • •• • •• •. • • • •• ••• •• • • • • • • • • • • •• • • .• • • ••• •• 1. SCOPE This revises a roofing system using Santa Fe " Santafe 'S" Clay Roof Tile, as manufactured Santafe Tile Corporation and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test iionlicant, Dimensions Specifications Santaf6 'S' Clay N/A Roof Zile Trim Pieces 1= varies w = varies varying thickness 2.1 SUBNIITTED EVIDENCE: Test Agencv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies TAS 112 TAS 112 Product Descrintioi* One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier Test Name/Report 94 -156 -8 94 -156 -9 25- 7205 -1 Project: 07- 07-00 -91 (307023) 7161 -03 Appendix II 7161 -03 Appendix III P 0402 TAS 101 TAS 102 TAS 101 TAS 100 TAS 108 (Nail -On) Static Uplift Testing TAS 102 & TAS 102(A) Withdrawal Resistance Testing of Screw vs smooth shank nails Date Aug. 1994 March 1995 Sept. 1994 Dec. 1991 Dec. 1991 Sept. 1993 NOA No.: 05-0921.02 Expiration Date: 02/01/11 Approval Date: 02102106 Page 2 of 5 Test AQencv Redland Technologies Redland Technologies Celotex Corporation Testing Services IBA Consultants, Inc. PRI Asphalt Technologies, Inc. IBA Consultants, Inc. IBA Consultants, Inc. IBA Consultants, Inc. 3. LIIVIITATIONS . • • ••• •• •• • • • • • • • • • • • • • ••• Test Identi$er •• • • • • • P 06 7-Q? ••• ••• • • • • • ••• • • • • s • •• •• • • • • • • • • • ••• • • • • ••• • Test Name/Report •• • • • • • •• • • • •• • • • : TA$ 1p$ ; Aug. 1994 ••• P 0631sQ1 • • • • • •..•• 520305-0111;40i • 2353 -4 SFTC- 003 -02 -01 2353 -70 2353 -71 2353 -93 '(Mort& Set, .. $&.108. July. 1994 •• • PA'102 June 1999 Restoring Moment Aug. 1999 TAS 101 12/06/02 TAS 101 09/22/03 TAS 101 09/22/03 ASTM C 1167 07/18/05 3.1 Fire classification is not part of this acceptance 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed 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'. Such testing sha11 be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance . with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Santafe'S' 6.7 1.5 0.958 NOA No.: 05-0921.02 Expiration Date: 02/01/11 Approval Date: 02102/16 Page 3 of 5 Table 2: Aerodynamic Multiplyers— X(ft3) Tile X (ft) a, (t3) Profile Batten Application Direct Deck Santafe'S' 0274 0.297 NOA No.: 05-0921.02 Expiration Date: 02/01/11 Approval Date: 02102/16 Page 3 of 5 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • •• - Table 3: Restoring Momdibts tide to'Gra *fty .11t, jfttbf) Tile - 2 ":12" 3 ":12" 4•;12 i•• •f ":i. ( •Profile • •••6�;$2" 7°:12" or greater Battens Direct Deck Battens Direct Deck Battens 29.161 Battens • • Direct • DA • Battens • • • Direct Deck Battens Direct Deck Santafe'8' 5.93 5.90 5.85 5.82 5.73 6,69 %5t54 5 . 5.32 5.29 5.03 N/A • J• • • • • • • Table 4: Attachment Resistance Ex'r6ssed as a Moment - MI (ft -ibf) for Nail -On Systems Tile Profile Tile Profile Fastener Type Direct Deck Battens 38.93 28.54 Santafe'S' 2 -10d Ring Shank Nails 21.8 N/A One #8 Screw 29.161 N/A Two #8 Screws 38.28' N/A One #8 Screw w/ Clip 57.31' N/A Two #8 Screws w/ Clip 57.601 61.77' 1. Approved screws as noted 'Product manufactured by others'. j Table 5: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application • Minimum Attachment Resistance Santafe 'S' Tile Bond 38.93 28.54 Polyfoam Poiypro AH 160Th 2 See manufactures component approval for installation requirements. 3 f=lexible Product, Inc. Average weight per patty 10.4 grams. 4 Polyfoam Product, Inc. Average weight per patty 9.4 grams. Table 5A: Attachment Resistance Expressed as a Moment - M} (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe'S' Polyfoam Polypro AH 160Th 63.8° Polyfoam Polypro AH 1607°" 61.9` 6 Paddy placement of 63 grams of Polypro AH 160Th. 6 Paddy placement of 24 grams of Polypro AH 1607"'. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami Dade County Product Control Approved ". NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 4 of 5 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) for Mortar or Adhesive Set Systems Tile Profile 1110 Application Attachment Resistance Santafe'S' Mortar Set 23.6 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami Dade County Product Control Approved ". NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 4 of 5 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • •• 6. BUILDING PERMIT REQUIREMEIIS.• • • • • • :::'. 61 Application for building permit shall bd acassripanitrd4 copies dtga rollowing: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by.{ e•BUilding QfficiAlror applicable building code in order to properly evaluate the illatailALianof?h s iys m.. • • • • • • • • • • • •• • • • . • ••• •• PROFILE DRAWING "SANTAFE S" CLAY Row TILE END OF THIS ACCEPTANCE NOA No.: 05-0921.02 Expiration Dates 02/01/11 Approval Date: 02102/06 Page 5 of 5 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 RCOC 3� ..... ............................... ...... ............................... Inspection Date: 03/25/2008 Inspector: Grande, Claudio Owner: FILL, NORRIS JOHN Job Address: 126 100 Street NW Miami Shores Village, FL 33138- MAR 2 7 ail Project: <NONE> Block: Contractor: ALL IN ONE PROPERTY SERVICES INC Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1131010220350 Lot: Phone: 305 - 688 -9550 Building Department Comments ADDITION ONLY 6 Infraction Passed Comments TIN CAP SPACEING True Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, March 24, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/31/2008 Inspector: Grande, Claudio Owner: FILL, NORRIS JOHN Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: ALL IN ONE PROPERTY SERVICES INC Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1131010220350 Lot: Phone: 305 -688 -9550 Building Department Comments ADDITION ONLY BOAR 3 1 Mt Passed IInspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, March 28, 2008 Page 1 of 2 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To NORRIS JOHN FILL 81 NE 163 ST N MIAMI, FL 33162 -3427 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date 03/25/2008 03/25/2008 03/18/2008 Fee Name Scanning Fee Revision Fee Plan Review Fee (Engineer) Invoice Number: RC -3-08 -31314 Invoice Date: March 18, 2008 Permit Number: RC -12-06 -3022 Fee Type Calculated Calculated Calculated Fee Amount $12.00 $35.00 $60.00 Total Fees Due: $107.00 rIR 2 i PAID tAG CLAtki° Tuesday, March 25, 2008 Inspection Date: 04/21/2008 Inspector: Grande, Claudio Owner: Job Address: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-89721ra FILL, NORRIS JOHN 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL IN ONE PROPERTY SERVICES INC Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1131010220350 Lot: Phone: 305-688-9550 Building Department Comments ADDITION ONLY APR 2 3 MOB Passed Inspector Comments cc Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid. until Friday, April 18, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 05/19/2008 Inspector: Grande, Claudio Owner: FILL, NORRIS JOHN Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL IN ONE PROPERTY SERVICES INC Block: PetmL Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1131010220350 Lot: Phone: 305-688-9550 Building De artment Comments ADDITION ONLY • -.. \t-%k ACilb Passed Inspector Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Friday, May 16, 2008 Page 1 of 2 Providing Solutions to the Lab Report No. 08- 050026 Roofing Industry C.A. #: 26095 Lab Certificate: 02- 0501.06 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS: 126 N.W. 100 St. Miami OWNER: . CONTRACTOR: Oroni Construction TILE TYPE: Flat ATTACHMENT: Polyfoain ng Equipment: Digital Chatillon DFIS 200 Test Tabulation PERMIT No: ROOFING SQUARES: 10 ROOF PITCH :: 3:12 INSPECTOR INITIALS: Hg/Hg TEST DATE: 05 -02 -08 Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 6 -10 Passed 11 -15 Passed 16 -19 Passed THIS ROOF HAS: PASSED Reviewed by: FAILED ❑ THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. "ROOF SKETCH" . Marlin Brinson, P.E Lic. No. 60749 of Front 13605 SW 149th Avenue, Unit 1, Miami, FL 33196 6065 NW 167th Street, Suite B -20, Miami, FL 33015 South (305) 256 -4550 Fax (877) 379 -0865 www.floridatec.net North (305) 828 -1107 • Fax (866)333 -6988 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address 126 NW 100 Street Miami Shores Village, FL 33138- __, Ow„ner Information...__., NORRIS JOHN FILL Permit Permit NO. PL -12 -06 -3024 Permit Type: Plumbing= Residential Work Classification: Addition /Alteration Permit Status: APPROVED Issue Date: 3/13/2007 Expiration: 09/09/2007 Parcel Number 1131010220350 Block: Lot Address 81 NE 163 ST N MIAMI FL 33162 -3427 Contractor(s) NELMAR PLUMBING INC Phone Cell Phone (305) 261 -3942 Applicant NORRIS JOHN FILL Phone Valuation: Total Sq Feet: Type of Work: PLUMBING Type of Piping: Additional Info: Bond Retum : Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $180.00 $3.00 $4.50 $189.90 Total Amt Paid Amt Due $ 0.00 Payment Type: $ 0.00 440 2 e PAM tt-ti edC NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. Building Department Copy Cell $ 2,500.00 Available Inspections: 0 Inspection Type: Final AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Tuesday, March 13, 2007 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores Florida 33138 Tel: 305 0&795.2204$ 56.8972 BUILDING DEC 16 2005 PERMIT APPLICATION FBC 2004 �Ys °m— Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) 11-0tv104-h /J Owner's Address 12,6 NW ►o city Nam 61no t eJ state FZ., Permit No. Master Permit No. Tenant/Lessee Name Mechanical Roofmg Phone # JS 76 r 6q07 Zip 33tSa Phone # Job Address (where the work is being done) 126 MW 100 34 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO { Contractor's Company Name NGi ma r pI o r b I n3 SIC/ Contractor's Address y9SLI 63.) -15 AYC� State, City l'4 Qmi Qualifier Name WI it NNE) State Certificate or Registration No. 00.m & Zip Phone # W5-26 t - 6666 Zip 1 S S Phone # Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 2500.0* Type of Work: [Addition Describe Work: ❑Alteration Square / Linear .Footage Of Work: [New e 1 ❑ Repair/Replace Demolition fC)l e * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * *,r ow * * * ** * * * * ** Submittal Fee $ Permit Fee $ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ , , i•` CO /CC Notary $ Training/Education Fee $ �I � Technology Fee $ 4 6-0 Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Structural Review. $ Double Fee $ Total Fee Now Due $ F3C4 ,q0 See Reverse side —) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Motg Lender s'Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,2004, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: P® isstoi 9 � 7 • ve�2 . !!.a • 06n10... 350444 • �w •' i' L •IED - PIUS1ie ,"`r"`it 111.1 The foregoing instrument was acknowledged before me this 9 day of De-2. ,2006, by who is personally known to me or who has produced as identification and who did take an oath. * * **** ** * ** **** ** **** ** * ** (Revised 02108106) * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Protect Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 126 NW 100 Street Miami Shores Village, FL 33138- 1131010220350 Block: Lot: NORRIS JOHN FILL Contractor(s) BOBS SEPTIC & DRAIN INC Phone 305 -558 -5818 Cell Phone Valuation: Total Sq Feet: $ 6,000.00 0 Type of Work: PLUMBING Type of Piping: SEPTIC Additional Info: DRAINFIELD Bond Retum : Classification: Residential a JAN 0 8 2008 d.. cA -R12. MIAMI SHORES VILLAGE Fees Due CCF Education Surcharge Notary Fee Permit Fee - New Construction Scanning Fee Technology Fee Total: Amount $3.60 $1.20 $5.00 $300.00 $3.00 $8.75 $321.55 Available Inspections : Inspection Type: Final Abandonment Landscaping HRS Approval Rough 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 1 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 January 07, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date Monday, January 7, 2008 1 zt tk. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795 2204 Fax: (305) 756.8972 RECEIVED Permit No. it 61 1_44 RECE JAN 0 4 ENT'D BUILDING PERMIT APPLICATIO FBC 2004 Permit Type: Plumbing ff Owner's Name (Fee Simple Titleholder)(EIv� �� 1. 1 Phone � *` VAL Owner's Address l c P W 100 S 1 BY: Master Permit No. RC 06-31)1-'2, City 1 A , S h YLs, State C C . Zip Tenant /Lessee Name yU 1 4- E -MAIL: h114 jl r Job Address (where the work is being done) 1 VI) . (00 S` City Miami Shores Village A County Miami -Dade FOLIO / PARCEL # 1 �^ 3 tO � 0 (A 0 S Q� Is Building Historically Designated YES NO /\ '33 t So Phone # Contractor's Company Name 5) `3 Contractor's Addressl. l �, f�.J e C City - Ti C 4- Zip + 1 L.) Phone (.7 Zip 3) b k 1 State Qualifier Name b t-.) pI"t%`i ll t,,-,_ l State Certific to rr Registration No.511.t1 c'al 1) L E -MAIL: $t) /"t Architect /Engineer's Name (if applicable) lv )4Cr Phone # 51--g Sg/e Phone# "1 1% Certificate of Competency No. 0 ('V ■ Value of Work For this Permit $ � Oa Square / Linear Footage Of Work: Type of Work: ❑Addition ['Alteration ['New Describe Work: Repair /Replace LJ Demolition ETA 'QvC._ 4- 1)%144) 4- i i ) IL) * * * * * * * * *** ***** ** *** * * *** * *** * ****** *Feesx *x*** *, * ** *** * * **** * **** ** ******** ** *** ** Submittal Fee $ Permit Fee $/'7 't 17 5-= 35-0 CCF $ , 3' O CO /CC Notary $ 5'00 Training /Ed cati. n Fee $ 1 °0'0 Technology Fee $. 75°75; Scanning $ Bond Code Enforcement $ DPBR $ Double Fee $ Zoning $ Structural Review. $ JA(�� ?. 8 2Dt' Total Fee Now Due $(01 l -t lc it ` See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lenp-er' Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment- Also, a certified copy of the recorded notice of co mencement must be posted at the job site for the .first inspection which occurs seven (7) days after the building permit is is n the absence of such posted notice, the inspection will not be approved and a reins. 'rn fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of /q , 200? , by R fuev l F;11 who is personally known to me or who has produced As identification and who did take an oath NOTARY PUBLIC: Sign: Print: Signature 0 bcd £ ontra [ ing instrument was acknow The foregoing edged b 'y. ree me isir4 day of 20 Ug, by e F, LltVtt14 who is personally known to me or who has produced phves 1 1306 as identification and who did take an o NOTARY PUBLIC: Sign: Print: My Commission Expires: /0 a_a /a®tl * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BN: • • N • • •,* • October 22 2008 , . •� • .i +..•• •tMv..� • 7t • t••t #DD35055 qo •�Q • •9•.y). aAe °eh••. *AC, SilklOs% My Commission Expi ** * **** -*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** * * * * * * ** —7 -08 Plans Examiner Engineer Zoning 12x'11/2007 10:34 3058208117 STATE, OF FLORIDA DEPARTMENT OF HEALTH ONSITM SEWAGE TREATMENT AND SYSTEM !:e.as°'RUCTION PERMIT FOR O$TDS New APPLrCANT; Residences aRO?F.ATY ArrDRESS: 126 NW 100 St MIAMI, FI, 33175 GOLF PRO DISPOSAL RED ZTED JAN 4$ 1'Q 1.CT: 3 PAGE 02/ 02 FERr4IT 0! 13.80 - 368113 APPLICATION A; AP335820 DATE PAID: 08F29/2007 110E PAID: $375.00 RECB1PT A: 13•PiD•304287 DOCUMENT 0! PR357824 RLOCE : 5 PROPERTY ID R: 11.3101.022 -0330 tFUablvISION: Gold Crest (SECTION, T4!NSHIP, RM LL, PARCEL NUMBER? IQR TAX ID NQME8R1 SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 301.0065, F.S,,. AND CHAPTER 64E -4, F,A.C, DEPARTMENT APPROVAL OP SYSTEM 0013 NOT GUARANTEE SATISFACTORY PERFORMANCE iK)R A10: SPECIFIC PERIOD QF TYNE. ANY CNANGE 'I11 MATERIAL FACTS, WK/CH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATIOt1. SUCH MODIFICATIONS MAY RES1U.r IN TOTS PERMIT BEING MADE NULL AND 'J D, ISSUANCE or THIS PERMIT DOES NOT ExEMIPT THE APWI.ICJNT PROM COMPLIANCE WITH OTHER i+'EDERAL, STATE, OR LOCAL PERMITTING REQUIRED $QR DEVELOPMENT OF TICS PROPERTY. SYSTEM DESIGN AVE SPECIFICATIONS t A f r K { 900 1 cALaONB / CPO Seoti CAPACITT 1 GAT.LON$ / OPD _ NFf1 CAPACITY 1 GALLONS GRY SE INTERCEPTOR CAPACITY (MAX,1MTJM CAPACITY. SINGLE TANK:1250 GALLONS] GALLONS DOSii+Ne TANK, CAPACITY [ J IAI,I.QNS el ?DOSE$ PER 24 HRS Mops t ] D { 429 ; SQUARE FEET SYSTEM R { 7 SQDARR FEET NFA SYSTEM A TYPE SYST4[: (s) STANDARD I CONFIGURATION! [ j TRENCH N F L0CATIoN QF BENCHMARK! CL NW 100 8t., 10.57" WAVE) [ ) PILLED [1 MOUND [xj aED C ] I ELEVATION or PROPOSED SYSTEM SITE E BOTTOM OP DRAINGIELD va BE 1. D WILL REWIRED! [ 0 00 j INCHES [ 3.24 j f 33.24 j [ r• °r ] ( A6ovr, E$NCemARE /1t*FEtOENCB POI1vT j (DROVE SElRCHMARK /REFERENCE POINT EXCAVATION REQUIRED: l 72.00 j INCHES *invert elevation of drainfiield to be no less than 8.30 R. NGVD. 'Bottom of drainileld elevation to be no Is than 7.60 ft. NGVD. "Install 42" of elighily limited soil under the bottom of the dra:nfleld. - Perimeter of excavation aree+ shall be at least 2 ft wider and longer than the proposed absorption bed or drain trench. -The licensed contractor installing the system is responsible for installing the minimum category of tank to accordance with sod e4E- 8,013t3)(fj. F.A.C. SPECIFICATIONS 8Y: Carlo APPROVED SY: DATE ISSUED: t. Car10 10/22/2f 07 1412 TITLE: DR 4016. 1011, tP.rgvc a Ed.tiona May Be U0106) TITLE: Dade CHO EXPIRATION DATE: 04,222009 Page 1 of 3 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/23/2008 Inspector: Levrock, James Owner: FILL, NORRIS JOHN Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: BOBS SEPTIC & DRAIN INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Block: Phone Number Parcel Number 1131010220350 Lot: Phone: 305 -558 -5818 Building Department Comments SEPTIC TANK \Nab Passed spector Comments '' I� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, January 22, 2008 Page 1 of 2 c31._ V `l —Z445 �RL 1Z06- 3Ozz, STDS/$£'P Tank Di 7769 NW o .3 .4 ,m33166 . ' Date',___ US'TDS # APPLICANT, PTA `ht- —. - STATE OF FLORIDA - DEPARTMENT OF HEALTH ONSIEE SEWAGE TREATMENT AND DI81?OSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL AQENT- •- .. ..� s 6 y/ :i,,... am' PROPERTY ADDRESS: % - l./ . % LOT: BLOCK: ___5_ SUBDIVISION:'cr' PERMIT NO. 1:1 DATE PAID: FEE PAID: RECEIPT fh • PROPERTY ID 4 • •- • 31 (/' f �S 4. Cl r 0 CHECKED tX] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION [01] TANK SIZE [1]% Off' [2] [02] TANK MATERIAL( [03] OUTLET DEy) g tom""' [04] MULTI- CHAMBERED N [05] OUTLET FILTER Z 0,1 -4" '-t [08] CEEGEND 7r"'. •10 [07] WATEATIGHW [08] LEVEL [09] ' DEPTH TO LID DRAINIkIELD INSTALLATION [10] ARE [1 [21 1 3 .�SQFT [11] I DISTRIBUTION BOX HEADER ' [12] i NUMBER OF DRAINLINES�? [13] DRAINLINE SEPARATION..? i ^ [14] DRAINLINE SLOPE [15] DEI?;1 I„QF COVER 12 [18] E1-FVATION [ABO Etc* d 1171 }" TYSTEM LOCATION [18] DOSING PUMPS [19] AGGREGATE SIZE , jam) [20] AGGREGATE EXCESSIVE FINES [21] AGGREGATE DEPTH A/ 1 FILL / EXCAVATION MATERIAL [22] FILL AMOUNT d/'' [23] FO LL TEXTURE [24] EXCAVATION DEPTH [25] AREA REPLACED [28] REPLACEMENT MATERIAL SETBACKS* [27] SURFACE WATER FT [28] DITCHES Fr (x91 PRIVATE WELLS FT [30] PUSUC WELLS FT [31] IRRIGATION WELLS FT [32] POTABLE WATER LINES ' FT [33] BUILDING FOUNDATION 3 t x FT [341 PROPERTY UNES 2 FT [35] OTHER . FT FILLED / MOUND SYSTEM [38] DRAINFIELD COVER [37] SHOULDERS [381 SLOPES . [39] STABILIZATION ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA [411 STORMWATER RUNOFF [42] ALARMS [43] MAINTENANCE AGREEMENT [44] BUILDING AREA [45] LOCATION CONFORMS WITH SITE PLAN [46] FINAL SITE GRAN C- [47] CONTRACTOR [4B] OTHER c. ABANDONMENT [49] TANK PUMPED L_L r L . (501 TANK CRUSHED & FELLED —f' EXPLANATION OF VIOLATIONS/ REMARKS: [ 1 [ [ I SAPPROVED]; •• •�' �" h f i�ir,. -- _ CONSTRUC LQN [APPROVED FINAL SY ISAPPROVED): DH 4016 (Page 2). 10/10 (Previous Editions May Be Used) Stock Number: 5744-002.4016 -4 CHD DATE- / •- IC) T•`5,°''" CHD DATE' / - /C` " O r Page 2of3 PT 1: Applicant F'I' 2 Iraaellar/COntraclor PT 3: soots Dupe PT 4: ►laatlll Depart n int Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/03/2008 Inspector: Levrock, James Owner: FILL, NORRIS JOHN Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: NELMAR PLUMBING INC Permit Type: Plumbing - Residential Inspection Type: Rough Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1131010220350 Lot: Phone: (305) 261 -3942 Building Department Comments Friday, February 29, 2008 Page 1 of 2 Mo52000 Passed pector Comments , Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, February 29, 2008 Page 1 of 2 Is-- cn - qsSb Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/10/2008 Inspector: Levrock, James Owner: FILL, NORRIS JOHN Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: NELMAR PLUMBING INC Permit Type: Plumbing - Residential Inspection Typ . Work Classification: Addition /A ation Block: Phone Number Parcel Number 1131010220350 Lot: Phone: (305) 261 -3942 Building Department Comments Wednesday, January 9, 2008 Page 2 of 2 NO Passed vitit • e • E comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, January 9, 2008 Page 2 of 2 111 * •-c,"\\ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL \\,,:totkiRiV" Phone: (305)795-2204 Fax (305)756-8972 / ' • ••••• Inspection Date: 05/14/2008 Inspector: Levrock, James Owner: FILL, NORRIS JOHN Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: NELMAR PLUMBING INC Permit Type: Plumbing - Residential Inspection Type: Rough Work Classification: Addition/Alteration Block: Phone Number Parcel Number 1131010220350 Lot: Phone: (305) 261-3942 Building Department Comments Tuesday, May 13, 2008 Page 1 of 2 • 4's,;(.3 0 Passed Ai * pector Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Tuesday, May 13, 2008 Page 1 of 2 BOUNDARY SURVEY Property Address: 126 NW 10011" STREET, MIAMI SHORES, FLORIDA, 33150 LEGAL DESCRIPTION: Lot 3 AND THE EAST 1/2 OF LOT 2, Block 5, of "GOLD CREST" according to the plat thereof as recorded in Plat Book 21 at Page 56 of the Public Records of Miami -Dade County, Florida. SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. 2) This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. 4) Accuracy: The expected use of the land, as classified in the Minimum Technical Standards (61G17-6FAC), is "Residential High Risk ". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and /or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Contact the appropriate authority prior to any design work on the herein - described parcel for Building and Zoning information. 8) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 9) The surveyor does not determine fence and /or wall ownership. 10) Ownership subjects to OPINION OF TITLE. 11) Type of Survey: BOUNDARY SURVEY. 12) North arrow direction and bearings are based on Recorded Plat Book 21 at Page 56 of the Public Records of Dade County, Florida. 13) Elevations are based on the National Geodetic Vertical Datum of 1929. 14) Bench Mark Used: # N/A of Dade County, FL. * Elev. = N /A' 15) Flood Zone: X Base Flood Elev.: N/A as per Dade County, Florida. FEMA Panel Number: 120652 - 0093 -J -MARCH 2, 1994 16) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party:.. A.) KENNETH NORRIS FILL & LAURA BRODERICK FILL B.) C.) D.) SURVEYOR'S CERTIFICATE: I Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 61G17-6, Florida Administrative Code. Field Date: October 28, 2008 Job# RP -08 -842 Pablo J. Alfonso P.S.M. Professional Surveyor & Mapper State of Florida Reg. No.5880 'LAND 611.1RVCYCIR C. 6175 NW 153rd STREET, SUITE 321, MIAMI LAKES, FLORIDA 33014 Phone: 305 - 822 -6062 * Fax: 305 - 827 -9669 F:\BOUNDARY- SURVEY - NOTES \126 NW 100 STREET MIAMI SHORES.doc Page 1 of 2 F: \DRAWING \PROTO.dwg 9/19/2006 BLOCK CORNER_ N, 225.3' FlP. 1/2 N FIIP. 1/2" No I.D. No I.D. BOUNDARY SURVEY SCALE: 1" = 20' 18' PARKWAY Z -101 J0 N3aNIVWJJ w r O c) U1 0.8' v Co 21.21' 1 —STORY RES# 126 F.F.E= 12.48' 53.01' N 18.70' 0 Uo EAST 1/2 OF LOT -2 BLOCK -5 K 1.2' < 90'3'8" - --® FlP. 1/2" No I.D. A/C I'�/o 3'X3' LOT -11 BLOCK -5 ROIFIA.11=25=91MIV LAND DURVEYORH, INC. PHONE: 305 - 822 -6062 * FAX: 305 - 827 -9669 6175 NW 153rd STREET SUITE 321 MIAMI LAKES FL 33014 LEGEND CONC_/' STEPS 6.0' LOT -10 BLOCK -5 \75.27'(M) 75.00'(R) 5' CHAIN LINK FENCE LOT -10 BLOCK -5 A. 11.4' FlP. 1/2" 0.2' � O 11.2' p 89'56'52" 0.4' OH Overhead Wire Line 1/ Wood Fence X Chain Link Fence ❑ Iron Fence — — — Monument Line Centerline Property Line C.B.S. oa += Existing Elevations =Catch Basin ® =Water Meter = Electric Box Q = Sanitary Manhole IA = Sprinkler Pump cia, =Wood Pole IN =Conc. Pole 7¢f =Light Pole =Fire Hydrant =Water Valve =Inlet =Florida Power Light Transformer IV]] =Cable Tv Box ® = Electric Meter Box III? 111811 x FIP. 1/2" No I.D. A /C=Air Conditioner Conc. = Concrete C.B.S. =Concrete Block & Stucco D.E. =Drainage Easement D.M.E. = Drainage Maintenance Easement F.F.E. =Finish Floor Elevation F.I.P. =Found Iron Pipe /Pin F.I.R. =Found Iron Reba F.N. =Found Nail F.N&D =Found Nail & Disc LM.E. =Lake Maintenance Easement (M) = Measured (P) =Platted (R) = Record Res. = Residence SIP/R =Set Iron Pin /Rebar U.E. = Utility Easement A =Arc BRG =Bearing CH= Chord A =Delta L= Length R =Radius T= Tangent Page 2 of 2 • ►l Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/05/2008 Inspector: Dacquisto, David Owner: FILL, NORRIS & MAXINE Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Block: Phone Number (305)754 -2134 Parcel Number 1131010220350 Lot: Phone: (305)685 -0412 Building Department Comments DEMO OLD GARAGE NEW GARAGE , NEW BATHROOM AND EXPAND FAMILY ROOM NEW WINDOWS AND SHUTTERS ON NEW OPENINGS Passed Inspector Comments S ie Cl frk.tx_e. s_s-, _7/ j km e" 5 / If'" D 204. cE6 ePP� ,I el 11,26 � z °. Failed f el Jib ®l 6 r 0 i• no- //wigs- Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, November 5, 2008 Page 1 of 2 • • r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/05/2008 Inspector: Dacquisto, David Owner: FILL, NORRIS & MAXINE Job Address: 126 100 Street NW Miami Shores Village, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Block: Phone Number (305)754 -2134 Parcel Number 1131010220350 Lot: Phone: (305)685 -0412 Building Department Comments DEMO OLD GARAGE NEW GARAGE , NEW BATHROOM AND EXPAND FAMILY ROOM NEW WINDOWS AND SHUTTERS ON NEW OPENINGS Passed Inspector Comments _S' k e "' I. I d---Crje5 "IA A- ''''-q As. cess ,,-7 1. 11.42.- cry\ sf ' 3 Failed ii 0/ od I Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, November 5, 2008 Page 2 of 2 or BOUNDARY SURVEY U(' v1-7.- Property Address: 126 NW 100TH STREET, MIAMI SHORES, FLORIDA, 33150 LEGAL. DESCRIPTION: AST 1/2 OF LOT 2, Block 5, of "GOLD CREST" according to the plat thereof AM EC E PIE" inlet Book 21 at Page 56 of the Public Records of Miami -Dade County, Florida. YEYQR!" NOTES: 1) I' labo+�` `p igned Property was surveyed and described based on the above Legal 'got?. Pro 'ided by Client 2) `his rtificatioha is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. 4) Accuracy: The expected use of the land, as classified in the Minimum Technical Standards (61 G17- 6FAC), is "Residential High Risk ". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and /or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Contact the appropriate authority prior to any design work on the herein- described parcel for Building and Zoning information. 8) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 9) The surveyor does not determine fence and /or wall ownership. 10) Ownership subjects to OPINION OF TITLE. 11) Type of Survey: BOUNDARY SURVEY. 12) North arrow direction and bearings are based on Recorded Plat Book 21 at Page 56 of the Public Records of Dade County, Florida. 13) Elevations are based on the National Geodetic Vertical Datum of 1929. 14) Bench Mark Used: # N/A of Dade County, FL. * Elev. = N /A' 15) Flood Zone: X Base Flood Elev.: N/A as per Dade County, Florida. FEMA Panel Number: 120652 - 0093 -J -MARCH 2, 1994 16) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party: A.) KENNETH NORRIS FILL & LAURA BRODERICK FILL B.) C.) D.) SURVEYOR'S CERTIFICATE: I Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 61G17 -6, Florida Administrative Code. Field Date: October 28, 2008 Job# RP -08 -842 Pablo J. Alfonso P.S.M. Professional Surveyor & Mapper State of Florida Reg. No.5880 LAND 1.1 FItVeY "'I*i Sit F N a. 6175 NW 153'd STREET, SUITE 321, MIAMI LAKES, FLORIDA 33014 Phone: 305 - 822 - 6062 * Fax: 305 -827 -9669 F:\BOUNDARY- SURVEY - NOTES \126 NW 100 STREET MIAMI SHORES.doc Page 1 of 2 BLOCK CORNER AP. 1/2 FlP.1 /2" No I.D. No I.D. BOUNDARY SURVEY SCALE: 1" = 20' 18' PARKWAY 225.03' 75.27'(M) 75 z r 0 C) 0.8' 1.2' TlP.i/2» ,i_ 90'3'8No I.D. 13.01' 21.21' 1 —STORY RES# 126 F.F.E= 12.48' N3 18.70' O X x 0.2' 53.01' V 0 LOT -10 BLOCK -5 FlP. 1/2" No I.D. LOT -11 BLOCK -5 LAND SURVEYORS, IRO. PHONE: 305 - 822 -6062 * FAX: 305 -827 -9669 6175 NW 153rd STREET SUITE 321 MIAMI LAKES FL 33014 LEGEND OH /1 x D 75.27'(M) 75.00'(R) 5' CHAIN UNK FENCE LOT -10 BLOCK -5 Overhead Wire Line Woad Fence Chain Link Fence Iron Fence { — — — Monument Line — Centerline Property Line C.B.S. oa = Existing Devotions =Catch Basin ® =Water Meter ® =Electric Box QS =Sanitary Manhole • = Sprinkler Pump crll =Wood Pole 0 =Conc. Pole 1(Z =Light Pole *=Fire =Fire Hydrant • =Water Valve =Inlet = Florida Power Light Transformer ® =Cable Tv Box = Electric Meter Box A /C=Air Conditioner Conc. = Concrete C.B.S. =Concrete Block & Stucco D.E. = Drainage Easement D.M.E.= Drainage Maintenance Easement F.F.E. = Finish Floor Devotion F.I.P. =Found Iron Pipe/Pin F.I.R. =Found Iron Reber F.N. =Found Nat F.N&D =Found Nail & Disc LM.E. =Lake Maintenance Easement (M) = Measured (P) =Platted (R) =Record Res. = Residence SIP/R =Set Iron Pin/Rebar U.E. =Utility Easement A =Arc BRG= Bearing CH =Chord ■=Delta L= Length R =Radius T= Tangent Page 2 of 2 5) 6) 7) 8) 13) 14) 15) 16) BOUNDARY SURVEY Property Address: 126 NW 100TH STREET, MIAMI SHORES, FLORIDA, 33150 LEGAL DES I;IP,TION: t TFA2 OF LOT 2, Block 5, of "GOLD CREST" according to the plat thereof d i Plat Boo 1 at Page 56 of the Public Records of Miami -Dade County, Florida. �RVE' S bTES: abgye7ca llo�n d Property was surveyed and described based on the above Legal art On 1 Pr vR ed by Client. is Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. Accuracy: The expected use of the land, as classified in the Minimum Technical Standards (61G17-6FAC), is "Residential High Risk ". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. Foundations and /or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. Contact the appropriate authority prior to any design work on the herein - described parcel for Building and Zoning information. Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. The surveyor does not determine fence and /or wall ownership. Ownership subjects to OPINION OF TITLE. Type of Survey: BOUNDARY SURVEY. North arrow direction and bearings are based on Recorded Plat Book 21 at Page 56 of the Public Records of Dade County, Florida. Elevations are based on the National Geodetic Vertical Datum of 1929. Bench Mark Used: # N/A of Dade County, FL. * Elev. = N /A' Flood Zone: X Base Flood Elev.: N/A as per Dade County, Florida. FEMA Panel Number: 120652 - 0093 -J -MARCH 2, 1994 This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party: A.) KENNETH NORRIS FILL & LAURA BRODERICK FILL B.) C.) D.) SURVEYOR'S CERTIFICATE: I Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 61G17 -6, Florida Administrative Code. Field Date: October 28, 2008 Job# RP -08 -842 Pablo J. Alfonso P.S.M. Professional Surveyor & Mapper State of Florida Reg. No.5880 MI LAND O U`R V E Y Q fiter t N ®. 6175 NW 153`d STREET, SUITE 321, MIAMI LAKES, FLORIDA 33014 Phone: 305 - 822 -6062 * Fax: 305 - 827 -9669 F:\BOUNDARY- SURVEY - NOTES \126 NW 100 STREET MIAMI SHORES.doc Page 1 of 2 . • BLOCK CORNER, X225.03' FlP. 1/2 "'1 FlP. 1/2" No I.D. No I.D. BOUNDARY SURVEY SCALE: 1" = 20' 18' PARKWAY 75.27'(M) 75 .L Z -101 JO ; I30NIVIN3 I F: \DRAWING \PROTO.dwg 9/19/2006 0.8' 90'3'8" FIP. 1/2" No I.D. 13.01' . 21.21' 1 —STORY RES# 126 F.F.E= 12.48' 18.70' x x — 0.2' • 0 1.2' 53.01' EAST 1/2 OF LOT -2 BLOCK -5 LOT -10 BLOCK -5 FIP. 1/2" No I.D. LOT -11 BLOCK -5 0 LAND SURVEYORS, INC. PHONE: 305 - 822 -6062 * FAX: 305 - 827 -9669 6175 NW 153rd STREET SUITE 321 MIAMI LAKES FL 33014 LEGEND OH 1/ x 75.27'(M) 75.00'(R) 5' CHAIN LINK FENCE LOT -10 BLOCK -5 Overhead Wire Line Wood Fence Chain Link Fence Iron Fence — — — — Monument Line Centerline ..�� Property Line C.B.S. oa += Existing Elevations =Catch Basin ® =Water Meter ® = Electric Box © = Sanitary Manhole = Sprinkler Pump U, =Wood Pole In =Conc. Pole XX =Light Pole ,, =Fire Hydrant =Water Valve =Inlet = Florida Power Light Transformer ® =Cable Tv Box = Electric Meter Box 111111 Effvl No I.D. A /C=Air Conditioner Conc. = Concrete C.B.S. = Concrete Block & Stucco D.E. = Drainage Easement D.M.E. = Drainage Maintenance Easement F.F.E. = Finish Floor Elevation F.I.P. =Found Iron Pipe /Pin F.I.R. =Found Iron Rebar F.N. =Found Nail F.N&D =Found Nail & Disc I.M.E. =Lake Maintenance Easement (M) = Measured (P) = Platted (R) = Record Res. = Residence SIP /R =Set Iron Pin/Rebar U.E =Utility Easement A =Arc BRG= Bearing CH =Chord Delta L= Length R= Radius T =Tangent Page 2 of 2