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RC-08-739This 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: ,?6 44', tot: Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 •. -I: ,.. 4 ": i '. .t11:i ,....-,-- ,I, '. ,,, „:7- '..- - ii-'0 • 4 ' "-- r ,,,... 4 l . - ' • v 1 . 4 .. - ., ■ • 1, • 1. . 4 .. ): di.. . ,,... • . •. Not Transferable POST IN A CONSPICUOUS PLACE EXTENTION OF AN EXISTING BATHROOM ON THE BACK OF THE HOUSE Passed f Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP -82300 Permit Number: RC -4 -08 -739 1 Inspection Date: October 12, 2010 Inspector: Bruhn, Norman Owner: MEINHOLD, RICHARD Job Address: 360 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 October 08, 2010 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number Parcel Number 1132060190210 Page 1 of 1 EXTENTION OF AN EXISTING BATHROOM ON THE BACK OF THE HOUSE l 7 V l Passed bifio Inspector Comments • 1..7 14 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 151643 Permit Number: RC -4 -08 -739 J Inspection Date: September 27, 2010 Inspector: Bruhn, Norman Owner: MEINHOLD, RICHARD Job Address: 360 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments September 27, 2010 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number Parcel Number 1132060190210 Page 1 of 1 NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL 7C ll REVISED: 4129/09 FOR ADDITION ONLY i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 SINCE 1987 BLANGO SURVEYORS INC. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865 -1200 Email: blancosurveyorsinc@yahoo.com Fax: (305) 865 -7810 FLOOD ZONE: PANEL: 0302 S DATE: 2/25/10 SCALE: 1° = 20' SUFFIX: L DATE. _ 9/1 I /Oc5ASE: N/A COMMUNITY # 120652 JOB No 1s 25 DWN. BY: F. Blanco 0.20'CL XI 1 CO r- 0 I 0.30'CL i9 ��. IP ° g o� r� v 4' WIRE F. L v 4' WIRE F. REMAINDER OF LOT 5 BLOCK 2 co N v V 135.00' (R &M) 1 ti 1 ■ r i de A l AftliK . 17.22' Co r- 0 y 11 90' 12.00' 135.00' (R &M) Co r- 0 0 GI Z 24.10' 0 26.05' 2.00' 0 a i � 0 4'CBS WPILL 26.90' 24.87' \a9 0 • N 0 i 0 ABBREVIATIONS: SWK= SIDEW'LK, CBS = CONCRETE BLOCK STRUCTURE. CLF =CHAIN LINK FENCE. PL= PROPERTY LINE, DUE = DRAINAGE UTILITY EASEM ENT, IP =IRON ''- F= FOUND, A/C =AIR CONDmONER PAD, P /C=PROPERTY CORNER. D/H= DRILLED HOLE, IMF= WOODEN FENCE, RES= RESIDENCE, CL- CLEAR, RB =Rf d R, UE =UTILI Y EASEMENT. CONC =CONCRETE SLAB. RAWRIGHT OF VW1Y, DE =DRANAGE EASEMENT C/L= CENTER LINE, 0= DIAMTER, TYP= TYP!Ckt., M= MEASURED, R= RECORDED, ENCR = ENCROACHMENT, COMP= COMPUTER, ASH = ASPHALT, N/D =NAIL & DISC, S =SET, FEE = FINISH FLOOR ELEVATION, 0 /S= OFFSET. P/P =POWER POLE, OHP= OVERHEAD POWERLINE, WVI=VW TER METER WOOD FENCE- 3250 S.W. MASONRYVa�L =I I 1 I I I I I I I ELEVATION BASED ON LOC. # O O • MA NTE &DRAINAGEEASEMENT =M &D.E• •• • '�• ' I DCBM# N -603 ELV. 7.70' TYPE OF SURVEY: BOUNDARf:SURVEY • SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATUI AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NCT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETD VERTICAL DATUM OF 1929. 7) :OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITION!A, RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY t) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDS.] INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE 3500' 3500' a = rn C'. O ra LOCATION SKETCH SCALE: NTS Lt WWI cn CI N.E 4th AVENUE SURVEY FOR: RICHARD MEINHOLD, 360 N.E. 91ST ST., MIAMI SHORES, FL. 33138. LEGAL DESCRIPTION: LOT 4 AND THE EAST 1/2 OF LOT 5 , OF EL PORTAL BLOCK 2 SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9 AT PAGE 101 OF THE PUBLIC RECORDS MIAMI-DADE COUNTY, FLORIDA EXTENTION OF AN EXISTING BATHROOM ON THE BACK OF THE HOUSE Pass:; � �� Inspector Comments // Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP - 151645 Permit Number: RC -4 -08 -739 j Inspection Date: September 27, 2010 Inspector: Bruhn, Norman Owner: MEINHOLD, RICHARD Job Address: 360 NE 91 Street Project: <NONE> Miami Shores, FL Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 September 27, 2010 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition Phone Number Parcel Number 1132060190210 Page 1 of 1 September 6, 2010 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Certificate of Insulation = 360 NE 91 Street, Miami Shores. FL This certifies that the insulation installed was as follows: Ceiling — R30 Pink Insulation Walls — R5.0 R- Matt Plus 3 insulation board Sincerely ji/A. Richard Meinhold 360 NE 91 Street Miami Shores, FL 33138 EXTENTION OF AN EXISTING BATHROOM ON THE BACK OF THE HOUSE Pass G2 � -- Inspector Comments , Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP- 151646 Permit Number: RC -4 -08 -739 Inspection Date: September 27, 2010 Inspector: Bruhn, Norman Owner: MEINHOLD, RICHARD Job Address: 360 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 September 27, 2010 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition Phone Number Parcel Number 1132060190210 Page 1 of 1 The Property at L0 NE 9 / S1 167 owned 6y ,e/e//a.4 /1e /NNHOJ -L was treatedfor siitAra2 ,9fgdeirI termites on 5/1.2_ f 24 ®z . The above property is under warranty for the control of sup TeRMivmv termites through 5 . `Upon expiration a limited warranty is available at a cost of per year and is transfera6le to any subsequent new owner. The company reserves the right to raise the annual renewal charge 6eginning the siaxth (6tl9 the date of initial treatment (please refer to the original termite workorderfor details). Tif /5 a /1--6/,/6 j9/ gECEI Ve /1 1# E ?E �,e69'1ME' r {v2 -- 7716 04 oG suhre kitiNE9N Te2m1 . iv /5 /N Afire 4 � rH � kfl-es /-4-‘4's A5 is A6iasH66 Sy -vie Dc'47fi err of Adg 7u,2E c c�N S�afnE 2 se�e% v nis warranty ao es not cover wood da mage of the structure or its contents d ue to termites at present or anytime in the future. 658 TAW 99th Street Miami, MFG 33150 Office: 305 -758 -1811 'Faa; 305 -751 -3809 EXTENTION OF AN EXISTING BATHROOM ON THE BACK OF THE HOUSE Passe .`7/y� /O,:i Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP - 151644 Permit Number: RC -4 -08 -739 I Inspection Date: September 27, 2010 Inspector: Bruhn, Norman Owner: MEINHOLD, RICHARD Job Address: 360 NE 91 Street Project <NONE> Miami Shores, FL Contractor: HOME OWNER Building Department Comments September 27, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition Phone Number Parcel Number 1132060190210 Page 1 of 1 U.S. DEPARTMENT OF HOMELP,ND SECURITY Federal Emergency ManagernentAgency National Flood Insurance Program ELEVATION CERTJFICATE important Read the instructions on pages 1-9. ring lirfgfrIrs (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. R-tb l'angIb 10-225 City State A3. ProparDtion g..ct and Nook Numbers, Tax Parcel Number, Legal Description, ,etc.) RID 13 LOT 4 AND AILE EAST 1/z OF LOT 5, BLOCK 2, EL PORTAL S'UB . , P.B. 9,. PAGE 1_01,ATAiya-,DALigy_41. 2?' A4. Building Use (e.g., Residential, Non-Residential, Addition Accessory, etc.) EsIDENuAL M. Latitude/Longitude: tat.li, ° 51 ln 6" • Long-. W80 • Horizontal Datum: 0 NAD 1927 . NAD 1983 A Attach at least 2 Photographs of the building if theCedificate is being used te obtain flood insurance. A7. Building Diagram NI:Mater lA A8. Fora building with a crawispace or enclosure(s): a) Square footage of crawispace or enclosure(s) N/Asq it b). No. of perrnanent flood openings in thecravvispace or enclosbre(s) within 1.0 foot above adjacent grade 0 c) Total net area of flood openings In Mb . N/A sq In d) Engineered flood openings? 0 Yes EINo ..-.< FLOOD INSURANCE RATE MAO (FIRM). INFORMATION Bl. NFP Cornminft Name & Corrummity Number G OF MIAMI SHORES 120652 B4. Map/Panel Nurnber B21 County Name ' B6. Suffix 136. FIRM Lndex B7. FIRM Panel 1:18. Rood Date effect/a/Revised Debt, anels) 1 2086CO302' L 9/11/09r 9/1.1/09 X B10. indicate the source of the Base:Flood Ele4ion (BPE) data or base toad depth entered In 4temB9. 0 FIS Profile INFIRM Community Detemtned t 0 Other iDescnte) B11. Indicate elevation datum used for BFE in Item B9: NSVD 1929 UNdkVD 1988 DOther (Describe) I312. Is the building located harastai Barrier Resources System (MRS) area o_r Otherwise Protected Area (OPA)? Designation Data N 0 CI3RS' 0 OPA Cl. Building elevations are based on: Construction Drawings* 0 Building UnderConstruclion* M Finished Construction *A new Elevation Certificate vdll be required when construction cifthe bulk:Hog is complete. C2. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (nth BFE), AR, AR/A, ARIAE, AR/A1-A3a, ARLAH, AR4k0. Complete Items C2.a-h below according to the building diagram specified in. Item A.7. Use the same dab= as the BFE. , Benclimark Utilized N-603 v Datum - NGVD /929 ConVersion/Comments N - - a) b) c) d) e) f) 9) h) Top ofbottorn fioor4Including basement, cravvispace,oranclosure floor) Top of the next higher 'floor Bottom of the lowest horizontal Senesce] inerriber (V Zones Only) Attached garage (top of slab) Lowest elevation machinery or equipment servicing the building (Descrthe type of el:A:Meat Antatinn COninliktin) Lowestadjacent (finished) grade nextto building-ILAG) Highest adjacentlfinished) grade next to building (HAG) Lowest adjacent grade at lovvestalevation ofdeck or stairs, including structural su • • ort 11 • ES ---71*-71E feet 10 „WO feet • 10 .21.5) feet _921912 feat LQ jja feet feet feet •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' Certfficate represents my best efforts Miter/vet the date available. I understand that any false statemant reay ponisbable by foe or liwpriS onmentunder is Code, SecUon Checkhere if are provided on back of form. Were latitude and longitude In Section ALrovided bye licensed =land surveyor? ig] Yes LjNo Certifier's Name ADIS N. NUNEZ Liden:s Title 5924 Company Name REG I TERED LAND SUR OR BLANCO SURVEYORS, TN( . : Add City • State hi I P, I I P.ZiolVA Signa FEMA Form 81-31, Mar 09 II um . I4t al • ' _ 4_ 21g/10 Telephone 305 865-1200 See reverse side for confinuation. A9: For a building wilhan attached garage: a) Square footage of attached garage RO sq b) No. ofpermanentflood openings In *reattached gdrage within ji foot aboveacijacent grade . 0 c4 To set area of flood openings in Pi.9.13 xTIA en lc d) Engineered flood openings? 0 Yes ZIP C.ode 33141 OMB No. 1660-0008 Expires March 31, 2012 BB. Base-Flood Etevation(s) (Zone AO, use base flood depth), N/A D Yes flNo Check the Measurement used. • feet Itietets IP trait° Ricbonly) Metems (Puerto Rico only) friatars (Pueitoitco only) 0 meters (Puerto RP:Mt/61y) 0 meters (Puertri Rico only) : 0 meters (Puerto Rico only) , 0 meters (Puerto 0 -meters (P-uerto RICO only) • Replaces all previous editions 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. 360 N.E. 91ST ST. MIAMI SHORES Address Signature Comments 02. G3. Local (Molars Name Community Name Signature Comments FEMA Form 81 -31, Mar 09 FLORIDA City Date Titl Telephone Date 10-225 3313 8IP code 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. aTY E AND LONGITUDE OBTAINED BY GOOGLE C2.e) A/C SLAB ELEVATION CROWN OF ROAD ELEVATION: 9.77' ON CENTERLINE ON CENTER OF ROAD ATOR#t 250 S.W ELEV. 7 70' State ZIP Code Telephone G7. This permit has been issued for: 0 New Construction 0 Substantial Improvement 08. Elevation of as -built lowest floor ( including basement) of the building 0 feet 0 meters (PR) Datum 09. BFE or (In Zone AO) .depth of flooding at the banding site 010. Commu � feet 0 meters :Datum pity's design 'flood elevation 0feet 0 meters (PR) Datum El 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 E1 -E5. If the Certificate is Intended to support a LOMA or LOIVIR -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 fur following and check the appropriate boxes to show Whether elevation is above or below the highest adjacent (HAG) and the lowest adjacent grade•(LAG). a) Top of bottom floor ((Including basement, tuae ispac e, or.enc1osure) is ]feet Dm to s above or abelow the HAG. b) Top of bottom floor (including basement, craWlspace, or enclosure) is t Dmeters [hove or Obelow the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section items 8 and/or 9 (see es 8-9 of instructions), the next higher floor (elevation C2.b in the dia grams) of the buHdhe g � D feet [meters Q above or U bekwe the HAG. E3. Attached garage (top of stab) Is 0 feet ®: meters 0 above or 0 below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _ 9 feet 0 meters 9 above or 0 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 corn pity's floodplain management ordinance? : 0 Yes :© No 0 Unknown. The local official must certify this information i,Seciion 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 sfatenrenfs k Sons A, g and E are correct to the best of my knowledge. Properly Owner's or Owner's. Authorized Represen ative's4iame Check here ft attachments SECTION 9C,. cosfilantrt *INFORMATION (OPTIMAL) The local offldal who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, 8, C (or E), and G of this Elevation Certificate. Complete the appieable item(s) and sign below. Check the measurement used in Items G8 and G9. 0 1. The information In Section C was taken from other dodrmentation 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.) A community official completed Section E for a: building located in Zone A =(without a FEM-issyretl orcommunity-issued BFE) or Zone AO. The following :Information (items G4-09) Is provided for axarnmuniiy flolplain managamentpurposes. 04. Permit Number G5. Date Permit'issued GO. Date Certificate Of Compliance/Occupancy Issued ❑ Check here ft attachments Replaces all previous editions Building Street Address (including Apt., City MIAMI SHORES Building Photo r!pha See Instructions for item A6. Unit, Suite, and /or Bldg. No.) or R.O. Route and Box No. 360 N.E. 91ST ST. 10 -225 State FLORIDA ZiP Code 33138 For Insurance Company Use: Policy Number 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 wit! fit on this page, use the Continuation Page, following. PICTURES WERE TAKEN ON 2/25/10 FRONT VIEW REAR VIEW EXTENTION OF AN EXISTING BATHROOM ON THE BACK OF THE HOUSE Passe ' ' Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until inspection Number: INSP -82277 Permit Number: RC -4 -08 -739 Inspection Date: September 27, 2010 Inspector: Bruhn, Norman Owner: MEINHOLD, RICHARD Job Address: 360 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments September 27, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Density Work Classification: Addition Phone Number Parcel Number 1132060190210 Page 1 of 1 Proctor N Q... Soil Description ; "s� , Tan Sand with Traces of Gravel Max. Dry ;D enlsity (pct .. 1 110.8 Optimum _ Moisture ( ( Ye) ' 9.8 8735 Required Comp ( %) ` 95 Test Depth Penetration (inches): 12 Project Name: Addition to Residence =$Proje+ t` .o a ion: 360 NE 91 Street, Miami Shores, Florida • < w. Client: Richard Meinhold 360 NE 91 Street Miami Shores, Florida In! TESTING 6 ENGINEERING SERVICES. INC FIELD DENSITY TEST REPORT PROCTOR DATA Date: April 1, 2009 Job: D- 090407 1 8735 East Area of Footing Pad Footing 109.2 10.8 98.6 Pass 8735 Southeast Area of Footing Pad 8735 West Area of Footing Pad Footing 107.1 11.2 96.7 Pass Footing 107.9 11.5 97.4 Pass Comments: FIELD DENSITY TEST RESULTS Prof 13370 SW 131 Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 Garcia er No. 56712 f orida EXTENTION OF AN EXISTING BATHROOM ON THE BACK OF THE HOUSE Passed , 47 , /f /ate Inspector Comments /_/0 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until r nspection Number: INSP -82297 Permit Number: RC -4 -08 -739 1 Inspection Date: September 27, 2010 Inspector: Bruhn, Norman Owner: MEINHOLD, RICHARD Job Address: 360 NE 91 Street Project: <NONE> September 27, 2010 Miami Shores, FL Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition Phone Number Parcel Number 1132060190210 Page 1 of 1 March 27,2010 Owner. Meinhold Site Address: 360 NE 91 STREET Miami SHORES, FLORIDA 33138 To Building Official: I have personally inspected the "Engineered Unit Masonry" system for this building. This inspection includes all of its components, such as, reinforced poured cells, vertical and horizontal reinforcing bars, horizontal joint reinforcing for the blocks, and all associated tie beams, tie columns concrete pour, etc. I find that all aspects of this system conform to the "Approved Plans" and the Florida Building Code. Sincerely, Reinaldo A. Gomez 3/z7 /zc'/a Reinaldo A. Gomez Architect AR0013736 16208 NW 83 PL Miami Lakes, Florida 33016 305 827 -8266 April 7,2009 Owner. Meinhold Site Address: 360 NE 91 STREET Miami SHORES, FLORIDA 33138 To building Official I as a registered architect in the state of Florida, included as part of my inspections review of the existing soil conditions. Based on visual field observations the existing soil conditions are believed to consist of undisturbed sand, soil and rock with a maximum presumed bearing capacity of 2000 psf and comply with the submitted design requirements. I attest to the best of my knowledge, belief and professional judgment that this is a satisfactory condition. If you have any further question in regards to this issue please feel free to contact me. Reinaldo A. Gomez `F/7 °° Reinaldo A. Gomez Architect AR0013736 16208 NW 83 PL Miami Lakes, Florida 33016 305 827 -8266 cH (,) Miami shores 'Village Building Department CoNTRAC 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC20 Permit Type: BUILDING ROOFING. n Owner's Name (Fee Simple Titleholder) �' ( PQ d i Phone # ,��5 j — WC 46 6f( () Owner's Address 36 1 � '� j t(& City ri4 (C$ PA, l 5 I , r Qe State Zip 33 134 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 3 ® (V € 9 k*- 4 2 City Miami Shores Village County Miami -Dade Zip 33138 FOLIO / PARCEL # i 1 3 0 60 1 01-1 0 Is Building Historically Designated YES NO Contractor's Company Name l ON D Iota0 Arke Contractor's Address 3G 0 N E ' l lS+ sA g t v ' City 1t 1 Sh6\9 State Qualifier Name State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) 1 Na (6t b rfp€? 2 - Phone # Value of Work For this Permit $ lloo 0 . Square / Linear Footage Of Work: Type of Work: yA.ddition !i teration New ❑ Repair/Replace El Demolition Describe Work: F . 't tti rn Submittal Fee $ Permit Fee $ ° Permit No. . + `�� " 11- 03 '" � Master Permit No. `` (:— 4 /-0 :737 Phone # �b S e-(W7 Zip 33 lV Phone # Structural Review. $ Total Fee Now Due $ l U' EC �, QED JAN 1 2 2010 Flood Zone ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *F s * * * * * * * * * * * * * * * * * * ** ar * * * * * * * * * * * * * * * ** CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ �• ,° Radon $ DPBR $ Bond $ Double Fee $ Violation date: 0 0 See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip * 11 .i Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoing instrumen was ac i • me this 12.. day of ls. t,2011:._,by, r i'ut a—r), who is personally e��r kaovtiOo e b rociuced FL 1 \ � ; i r � �; 'and �v io did take an oath. 5 \A (Revised 07 /10 /07)(Revised 06/10/2009) 1 a Sign Print: �� "'►�nnnr "�� ° � �� My Commission Expires: Engineer Contractor The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * *, Stu **** * * * *, gar******** * * * * * ** * * * * * * * ** * ** ** * * ***x** ** * *** *** * ***** *** * *a*** *x*** * * *** * * * *x * * *** ***** APPROVED BY // Plans Examiner Zoning Clerk checked 5. I understand that, as the owner-builder, I must provide direct, onsite supervision of the construction. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: -R( C 11 RV_ D I Nh t) t&7 DATE: lb I 1( (1(D ADDRESS: 3L 0 N I5:+ 5+ Miestfro )I1°I 9 J P( �j3 3 a Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied fora permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must _ supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial T` • 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or li« numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I bu_or substantially improved it for sale or lease, which violates the exemption. Initial vi 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Produced there License or V t-riteti La, OWNER Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Intemal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850 .487.1395 or httpJMrww .mvfloridalicense.com/dbar /pro/cilb/ii html Initial 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 36o wg 1(t Shir424,Fc 3313 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the inform have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 1 day of :S CL,, 20 t By Z`E A c4(t_ Y f Ifztm-t' LO who was personally known to me or who has , 4` \a'4® siintification. d .. % LOa on that 1 Initial 4ol *0\ A A 5 ' 4 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Roofing Owner's Name (Fee Simple Titleholder) R i CAI /sr Vte DO- (° tom Id Phone # Owner's Address 360 1) 0 t^-- q 15 City 1 4 /® 5401.010R3 State E Permit No. Zip 53136 � gC�F�IIC�7M� MAR 0 6 2009 El BY: eC - 7,9 Master Permit No. or -- (6 Tenant/Lessee Name Phone # Job Address (where the work is being done) d /L, 915 City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO County Miami -Dade Zip 5/51 w- 342 --.S6b wul. d Qz—zi Contractor's Company Name AL Css7�17, 9L40‘ � ,� ,01Phone # Contractor's Address P / . A 9j. iI q f' L City / i / AfrViA / State F U. Zip X73 ZS: Qualifier Name CArY)Ze, /4 SeC)((Z Phone # State Certificate or Registration No. C 6 C /6 /2 3 75 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ `J 164, 604 Square / Linear Footage Of Work: 75 Type of Work: Addition ['Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: 5-K 0 1140 /e4-ff **** ****• x***•x****+x**** * *** **** *s:****** Fees** ** x* **** *** *** :********* * * * **** *** * ***a * ** Submittal Fee $ Oe Permit Fee $ 2Co CCF $ 1 C �U Notary $ Training/Education Fee $ Z AD Technology Fee $ ct th Scanning $ 11, Radon $ o.hZ DPBR $ 0.58 Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 4 a!: " a Total Fee Now Due $71 2 y IV 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 FT.FCTRICAL 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 r or ° gent The foregoing instrument was acknowledged before me this' day of i47 , 20 , by who is personall ,.. 1 . 1 11! ' ub . ate of Florida Em 0 e i =nwho did t; pan 'fDh1 8091 t 1126,20' NOTARY P e an oath. Signature Sign: Sign: My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) • ctor i al , The foregoing instrume day of J who is perso NOTARY was a owledged before me this J f , 20 f j , b . C 4fild Notary Public Statte� of Flom tutu eR pr u • • o t I take an oath. lll:t �11 Tor r Print: Print: My Commission Expires: *** ******a *** *********** ** * * ********* ** ** * *** * * ** ***** ***** * *a:•t<****+x***** *lb*axe*** *** * * ********•x ***** * **** V 7 t k'o � //,!4 9 frfo sikw.do Plans Examiner Engineer Zoning PERMIT # 06 139 CONTRACTOR: SUBMITTAL DATE:141 0I0 ADDRESS: jc Q \ 9,1 V NAME: 4 k 1 4-o OCINKYAD RESUBMITAL DATES: PROJECT TYPE: ZiklilkrniVi I . ZONING V-4 1 FIRE OA 04 3 lv /09 t k60 STRUCTURAL IMPACT FEES ELECTRICAL / HRS/DERM - r NOC ■l ■ 3k0 MECHANICAL BLDG y U • 10 J Mimi s ti► 4V is 10050 NE 2 Ave Miami Shores, Fl 33138 Phone 305 - 795 -2204; Fax 305-756-8972 www.miamishoresvillage.com HOLD HARMLESS DATE: 100 ( PROPERTY LOCATED AT: 36.0 NE 90 El re f I S R - 33'3ff As legal owner of subject property, I request the cancellation of permit number k O' —739 issued to 1 /Std 80,1. gen,,, `e (00,- for the following reason: £ peA n^■FrNC2_, Date of last inspection: lab I I hereby apply as caner- builde , or authorize (new contractor) R(CA Rcfr two Mei/4 _ to apply for such permits as necessary to construct or complete the construction on subject property. I agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of work performed under the permit for which I am requesting cancellation. (Owner's S = ature) JCI1M ie,jfc (Print Name) State of Florida County of Dade: The undersigned, being the first duly sworn, property. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large (Prime Contractor -Only holds permit or if (Pri ame) deposes and says tr u o s 9la � . s 1(61 2x l j the legal owner of the above - Z`nt19tit .� �� j 11 , 1 ' I woo �. ````o` ubcontractor nge of qualifier) January 6, 2010 Mr. Raul Marrero Allstate Building & Remodeling Co PO Box 558986 Miami, FL 33255 RE: Construction at 360 NE 91 Street, Miami Shores, FL 33166 Miami Shores Permit# RC -4 -08 -739 Dear Raul, Please note that the contract signed 9/27/2008 between Allstate Construction and Richard Meinhold to demo and construct a new master bathroom at the above address has been terminated due to lack of performance. Little work has been done since the end of July and phone messages are not being returned, causing me to take this action. A year has passed since the demolition commenced. The permit # RC-4 -08 -739 will be reassigned from AllState Building and Remodeling to Richard Meinhold. Payment of 60% of the contract has been made to you and since there is much work left to be completed, installation of windows, drywall installation, ceramic and final plumbing, no additional payment will be made. At this point no legal action is being considered by myself. would appreciate if you would return the working plans and any and all keys provided. Sincerely, '/Z ;,4 � )i 4 Richard Mein 360 NE 9e Street Miami Shores, FL 33138 (305) 926-1667 4 Postage m certMed Fee o p t3 (Endorsement Required Restricted Defvery Fee (Endorsement Required) to Total Postage & Fees ti 0 0 [� N U.S. Postal Service,. CERTIFIED MAILS RECEIPT (Erfrestic Mail Only; No Insurance Coverage Provided) For delivery information visit our website at www.usps.com,> maw 111111Va PC3t / S 26 31 ' if seat ro or PO SoxNo. �il�( C�� clef, stab. ZIIS+4 ��F - } PS Form 3800, August 2006 - See Reverse for Instructions MIAMI GMF MAIN OFFICE MIAMI, Florida 331529998 1158540106 -0092 01/06/2010 (800)275 -8777 08:13:37 P11 Product Description MIAMI FL 33144 Zone -0 First -Class Letter 0.50 oz. Return Rcpt (Green Card) Certified Label #: Issue PVI: Issue PVI: Total: Paid by: MasterCard Account #: Approval #: Transaction #: 23 903520476 Bill #: 1000802655711 Clerk: 26 Sales Receipt Sale Unit. Qty Price Final Price $0.44 $2.30 $2.80 70092820000324425916 Customer Copy MIAMI FL 33193 Zone -0 First -Class Letter 0.50 oz. Return Rcpt (Green Card) $2.30 Certified $2.80 Label #: 70092820000324425909 Issue PVI: $5.54 MIAMI FL 33255 Zone -0 $0.44 First -Class Letter 0.50 oz. Return Rcpt (Green Card) $2.30 Certified $2.80 Label #: 70092820000324425893 om�monma $5.54 $16.62 $16.62 XXXXXXXXXXXX8762 91618P 744 Order stamps at USPS.com /shop or call 1- 800- Stamp24. Go to USPS.com /clicknship to print shipping labels with postage. For other information call 1- 800- ASK -USPS. All sales final on stamps and postage Refunds for guaranteed services only Thank you for your business **war, wawa *w* *swami x* * * * * * ** * *** * * *k* * *** *** ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HELP US SERVE YOU BETTER Go to: https: / /postalexperience.com /Pas TELL US ABOUT YOUR RECENT POSTAL EXPERIENCE YOUR OPINION COUNTS **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ********* * * * * * * * * * * * * * * ** * * * * * * ** * * * ** ** vvner's Name (Fee Simple Titleholder) Owner's Address 3(jn / " E City ( J Q, State Tenant/Lessee Name Qualifier 0wrjerl. Signature Miami Shores Village Building Department Change of Contractor Permit No. ke 739 / l c h fre D ► e 114W Phone # S U3- ((47 ((? (/) �? (1 Std P 1 '4161 d Describe 'Work: I I " tlis j &r rA l tketheM a r' / &bJ? &k Zip 33/38 Phone # Job Address (of where the work is being done) 360 NE l (S f StrPAP City I'�lla Shove) County Mtct,tiI &do? Zip 33(38 8toc 2_ . % q M /o/ Phone # 3 f-,-/& 7 Contractor's Company Name SCA Contracts is Address ....)6(..) NE kr St ei City / " l let /'1 s/i etez.o State It Zip 3313e F, hereby certify that the work has been abandoned and/or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. Signature ner or Agent Contractor The foregoing instrument was acknowledged before me this ra The foregoing instrument was acknowledged before me day of131n - 20 W. by 9, L.A.{i \13 n.-.d _Dday of , 20 —, by who is personally known to me or who has produced FL 1 9 who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: ; NOTARY PUBLIC: Sign: .r...11111*....:.'tiL. .. , Sign: Print: — - -- �v�`0`1-k' o'J Print: Z. s My Commission Expires: = > ��°�. • � , My Commission expires: Rev. 09/19/03) Oren - uenr This Ins Name Address Permit No. en Pre.ared B !fit! 6 n r ; NOTICE OF COMMENCEMENT STATE OF IN FrOf COUNTY OF M se-sr ..roe eta' THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes. the following information Is provided in this Notice of Commencement. ' '- I sc i ii nor_ pi E L- 1 Y pTIX.K -o r 2. s t a dd q if igry o. a 031 S 99 e= ($ 2 O 0 r Lo -ir Z1,p�S CiL1tZ l et S>,Z�'t�ycl 2. General description of improvement: • Zah t I,rcr {� tC OV a. L'�Y 01% l 3. Ovmer Name and atidaess: OVA-0 Me,Njlo 36o R,£ q( St . �fd4"S /ld3�1 b. Interest M property: bW1. e» 331'3 c. Name and address of fee simple titleholder (if other than owner): y► Jam. 4. Contractor: A. 1 . 34-41 - 4 e Contractor: / 3 1 �J oSS (.fJ1'- ! r/ ' Po . e p44 M liaLla+L �_ i a Name end address: `J 33.1 b. Phone number. . ,.. aso3 5. Surety a. Name and address: b. Amount of bond d/ c. Phone number. + a. Name and 6. Lender ` 6 m 5�f eo �dresa: C� f � b. Phone number: Deputy Clerk g- xg3-1 t &uric .01910, Lc-3313s 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number. 8. In addition to himself, Owner designates the fogowInq person(s) to receive a copy of the Lienora Notice as provided in Section 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone numbed: 9. Expiation date of notice of commencement (the expiration date le 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatory's Tite/Offloa The foregoing Instrument was aged before me this .G�C7 day of j 4n. i cr (name of authority, ...e.g. officer, trustee, attorney in tact) as - behalf of whom instrument was executed). ( ,NV WINS 6 BoutecuvatiotayFtelotbonviies Commission Number Print, Type, or Stamp Commissioned Name of Notary Public of Notary Publbs — State cd Florida Tax Folio No.1 to ate(Year)by rt*t. (name of Puny on Personalty Known _ or Produced Identtf[oat K(.A'r' • Verification Pursuant to Section 92.526+ al ld S•atu a Under penalties of perjury, I declare that I have read the foregoing that thhe'f' acts stated In it are true to the best my knowledge and belief. �Zn�' �^^ Signature of Natural Parserdng Above Book26620/Page3819 CFN #20080862674 Page 1 of 1 STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that the foregoing Is a true and correct_ copy of t i¢t original on file In this office (Jci 29 AD 20 08 HARVEY RUV1N. CLERK. of Circuit d County Courts. Hervey Ravin, Clerk Page 1 of 36 Meinhold Residence STRUCTURAL CALCULATIONS Architect Reinaldo Gomez. • . • •• •• • � }�GgIIMg� MAC 0 5 200 !) BY gG Oc6 �I .. • • • • • •• • • . • •• Page 2 of 36 (Structural Calculations: \ \Meinhold Addition.xls Project: Subject: Structural Design I Dead Toad Calculations: Roof. Spanish Clay Tile 15.00 psf Roofing & Trusses 6.00 psf Insulation 4.00 psf Structural Computations for Proposed Addition at 360 NE 91 St., Miami Shore, Florida 33138 Design Loads Roof: First Floor: Live Load = Dead Load = Live Load = Dead Load = 30.00 psf 25.00 psf 1 55.001 40.00 psf 85.00 psf 125.001 ( Chapter 1616.1 F.B.C. 2004 ) ( See Dead Load Calculations Below ) ( Table 1607.1 F.B.C. 2004 ) ( See Dead Load Calculations Below ) 1st floor 4" Concrete Slab 50.00 psf Partition 20.00 psf Tiles 15.00 psf .... • • • • •••• • • • • •• • • • • • • • • • • •• • • • • •• •• • • • • • • • •• • • • •• •• • • • • ••• • • • •• • • • • • • • •••• • • • • • • • • • • •. • • •• • • • • • Design Wind Pressure Zone Gross Uplift Net Uplift Wall Pressure (P.S.F) Roofing (1) Negative -50.03 -50.03 (2) Negative -87.09 -87.09 (3) Negative -87.09 -87.09 Walls (4) ( Field Negative ) -54.40 (5) ( Corner Negative ) -63.39 (4) & (5) ( positive ) 49.76 a= 3.00 ft Page 3 of 36 .. • • • • • •••• • • • • •. • • • • • • • • • • •• • • • • •••• • • •• • • • • • • • • • • • • • •• • •• • • • • • • • • • • • •••. • • • •••• • • • • • • .• • • •. • ! • • • Page 4 of 36 Input B = 26.00 ft L = 55.00 ft Height to Ridge = 13.00 ft Height to Eave = 8.50 ft Mean Roof Height = 10.75 ft Wall Height = 8.50 ft Wall Reinforcing Spacing = 56.00 in Wall Area = 39.67 ft Roofing Area = 10.00 ft See Computer Output : Windward + Leeward = Wind Loads Computations Basic Wind Speed : 146.00 MPH Exposure : C Importance : ASCE Combinations: No Structure type : Enclosed Structure Rigidity : Rigid 51.19 psf .... • • ▪ .. • • • • .. • • ▪ .. • •• •• • • • • •••• • • •• • • • • .... ▪ .... • •• • • • • .. .. .. • • • • . • • • •• •• • • • • • •••• • • . .. • • .. • • • • • Date Company Name : Address • City • State File Location: MECAWind Version 2.0.1.2 per ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2008 www.mecaenterprises.com 4/26/2008 Project No. Designed By Description Customer Name : Proj Location : C: \Program Files \MECAWind \Default.wnd Basic Wind Speed(V) _ Structural Category = Natural Frequency = Importance Factor = Alpha = At = Am = Cc = Epsilon = Slope of Roof = Ht: Mean Roof Ht = RHt: Ridge Ht OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = Wall Cp Leeward Walls -0.50 Side Walls -0.70 Elev KZ Kzt ft Roof Location qz psf User 146.00 II 1.00 1.00 9.50 0.11 0.15 0.20 0.20 3.48 : 10.75 13.00 2.50 55.00 ft 13.00 0.85 1.00 46.32 23.16 10.00 0.85 1.00 46.32 23.16 Note: 1) Total = Leeward GCPi 2) Shear and Moment are Windward - Min Cp Windward - Max Cp Leeward Perp to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang (Windward only) CP - 0.57 - 0.07 - 0.52 - 0.57 - 0.52 0.80 Page 5 of 36 MFRS -Wall Pressures Parallel to Ridge Input Data: mph Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin 12 Slope of Roof(Theta) ft Type of Roof ft Eht: Eave Height ft Roof Area Main Wind Force Resisting System(MWFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = -0.18 Figure 6 -6 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems(Method 2) • - Wall Pressures Perpendicular to Ridge +GCpi(psf) - 28.03 - 35.90 - - -- Windward Wall--- - +GCpi -GCpi 39.84 39.84 +GCpi(psf) Bldg Width Across Ridge= 26.00 ft - 30.78 -11.09 - 28.81 - 22.44 - 20.47 31.50 -GCpi(psf) -11.35 -19.22 Total Shear Moment + / -GCpi Kip K -ft 51.19 51.19 + Windward GCPi sum of forces (Leeward+Windard) - GCpi(psf) - 14.11 5.58 - 12.14 - 22.44 - 20.47 31.50 8.45 12.67 36.60 166.10 Building C No 1.00 900.00 ft 1.00 0.65 500.00 ft 15.00 ft 16.19 Deg Hipped ,8.50 ft 1120.00 ft^ •••• acting • on bldg • • • •••• • • • • •• • • • • • • • • •• •• • • • • 000• 00.0 • • • • • • 0410• 00 • • • ••• • • • • • •• •• •• • ••C••• • • • • • • • • • 4141•• • • • • 01410 • • • • • •• • • •• • • • • • Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Leeward Walls -0.29 Side Walls -0.70 13.00 0.85 1.00 46.32 23.16 10.00 0.85 1.00 46.32 23.16 Roof - Dist from Windward Edge 0.0 ft to 5.4 ft 5.4 ft to 10.8 ft 10.8 ft to 21.5 ft 21.5 ft to 55.0 ft Page 6 of 36 Wall Cp + GCpi(psf) - GCpi(psf) - 19.92 -3.25 - 35.90 -19.22 Elev Kz Kzt qz - - -- Windward Wall - - -- Total Shear Moment ft psf +GCpi -GCpi + / -GCpi Kip K -ft 39.84 43.08 3.36 5.04 39.84 43.08 14.56 66.09 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting on bldg Cp + GCpi(psf) - GCpi(psf) - 0.90 -43.77 - 0.90 -43.77 -0.50 -28.03 - 0.30 -20.15 - 27.10 - 27.10 - 11.35 -3.47 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^ 2 GCp GCp psf psf 1.00 1.00 1.00 1 0.500 -0.900 31.499 - 50.029 1.00 1.00 1.00 2 0.500 -1.700 31.499 - 87.087 1.00 1.00 1.00 3 0.500 -1.700 31.499 - 87.087 4.67 8.50 39.70 4 0.894 -0.994 49.763 - 54.395 4.67 8.50 39.70 5 0.894 -1.189 49.763 - 63.394 •0• • • • • 0000 • • • • • •• • • • • • • • •• •• • • • • 0000 0••0 • • • • • • 0000 •••• • • • ••• • • • • • •• •• •• • • • • • • • • • • • 0000 • • • •••• • • • • • •• • • •• • • • • • •••0 East Elevation Mark Type / size WIDTH DEPTH Area Zone Pressure Suction B Window 4.43 2.17 9.59 5 54.66 -73.19 N/A GLASS BLOCK 5.00 2.00 10.00 4 54.66 -59.29 South Elevation Mark Type / size WIDTH DEPTH Area Zone Pressure Suction A WINDOW 6.17 2.17 13.36 5 53.62 -71.12 Page 7 of 36 Windows and Door Pressures • • • • • • • • • • •• • • • • • • •• •• •• •• • • • • •••• •••• • • • • '0 • • • • • ••• • • • • •• • • • .• • • • • • • • .. • • • .. • Date Company Name : Address • City • State File Location: loads.wnd Developed by MECA Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang Wall MECAWind Version 2.0.1.2 per ASCE 7 -05 4/26/2008 Project No. Designed By . Description . Customer Name : Proj Location : C: \Users \Doug C \Documents \projects \Rei \Meinhold Residence \Ca1cs \design wind Roof Location Windward - Min Cp Windward - Max Cp Leeward Perp to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang (Windward only) Wall Enterprises, at Eave= 2 Bldg Length Along Ridge = Main Wind Force Resisting System (MWFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg - GCpi = - 0.18 Figure 6 -6 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems(Method 2) MFRS-Wall Pressures Perpendicular to Ridge Leeward Walls -0.50 Side Walls -0.70 PP Leeward Walls -0.29 Side Walls -0.70 Cp -0.57 -0.07 -0.52 -0.57 -0.52 0.80 Roof - Dist from Windward Edge Page 8 of 36 Inc. Copyright 2008 www.mecaenterprises.com User Input 146.00 mph II 1.00 1.00 9.50 0.11 0.15 0.20 0.20 3.48 : 12 10.75 ft 13.00 ft 2.50 ft 55.00 ft Bldg Width Across Ridge= 26.00 ft Cp + GCpi(paf) -28.03 - 35.90 + GCpi(psf) MFRS-Wall Pressures Parallel to Ridge +GCpi(psf) - 19.92 - 35.90 Data: Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area - 30.78 - 11.09 - 28.81 - 22.44 - 20.47 31.50 - GCpi(psf) - 11.35 - 19.22 - GCpi(psf) - GCPi(gsf) -3.25 - 19.22 -14.11 5.58 -12.14 -22.44 -20.47 31.50 Cp +GCpi(ps£) - GCpi(psf) Building C No 1.00 900.00 ft 1.00 0.65 500.00 ft 15.00 ft 16.19 Deg Hipped 8.50 ft 1120.00 ft^ 0 • • • • •0•• • • • •• • • • • • • • • • . • • 0000 00 • • • • • • •0 • • • • • • • • •• • •• • • • • • • •00• • • • • •0•• • • • • • • • • • • • • • • • • • • • • • • • • 0.0 ft to 5.4 ft 5.4 ft to 10.8 ft 10.8 ft to 21.5 ft 21.5 ft to 55.0 ft Page 9 of 36 - 0.90 -43.77 - 0.90 -43.77 - 0.50 -28.03 - 0.30 -20.15 -27.10 -27.10 -11.35 -3.47 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf B WINDOW 4.43 2.17 9.61 5 1.000 -1.400 54.661 - 73.190 GLASS BLOCK 5.00 2.00 10.00 4 1.000 -1.100 54.661 - 59.293 A WINDOW 6.17 2.17 13.39 5 0.978 -1.355 53.624 - 71.116 . . • . • • • • •• • • • • •• • • • • • • • • •• •• • • • • 00 00 • • • • • • 00 00 0 • • • 0 •• • • • • • •• •• •• • • • • • • • • • • 0 041 • • • • • ••0• • • • • • • • • •• • • • • • PROJECT: MEINHOLD pavaErtis6f 36 PAGE: CLIENT: REINALDO GOMEZ DESIGN BY: DC JOB DESCRIPTION.: T1 DATE : REVIEW BY : CannectorDesign ` basetoinASCE'7 - 02 r MWFRS APPROACH WIND DATA V = 146 mph - Wind speed Fig 6 -1b, pg 37 I = 1.0 Importance Factor, Table 6 -1 page 73 Building Category = II Table 1 -1 pg 4 Exposure = C Page 28 Length of Building (L) = 55.00 ft Parallel to Truss / Rafter Direction Width of Building (B) = 26.00 ft Perpendicular to Truss / Rafter Direction Mean Roof Height = 10.75 ft z = 15.00 ft Kz = 0.85 Kd = 1 Kzt = 1 slope of roof = 3.5/12 16.26° Roof Type= 2 Gable= 1,Hip =2 q = 46.32 psf Wind pressure @ mean roof height GCPi = +/- 0.18 G = 0.85 Gust Effect Factor 6.5.8.1 page 30 a = 3.00 ft MEMBER DATA s = 2.00 ft Truss / Rafter spacing Roof DL = 25.0 PSF Span = 350 ft Truss / Rafter Total Span Roof 11 = 30.0 PSF Overhang = 2.50 ft Truss / Rafter Overhang Tributary Height = 5.38 ft Wind Calculations GC = 0.50 ( Roof Zone 1,2,3 Positive ) GC = -0.90 ( Roof Zone 1,Negative ) GC = -1.70 ( Roof Zone Z,Negative ) GC = -2.60 ( Roof Zone 3,Negative ) GC = -2.20 ( Overhang Zone 2,Negative ) GC = -3.70 ( Overhang Zone 3,Negative ) to Truss ) Design Wind Pressure Components & Cladding MWFRS Roof Overhang Roof - GCPi + GCPi ( +) Zone l - Zone 2 - Zone 3 - ( +) Zone l - Zone 2 - Zone 3 - Zone 2 - Zone 3 - 14.8 PSF -50.0 PSF -87.1 PSF -128.8 PSF 31.5 PSF -33.4 PSF -70.4 PSF -128.8 PSF -93.6 PSF -179.7 PSF -43.8 PSF Cp = 0.80 L/B = 2,12 C, = -0.30 Windward + Leeward = 43.3 PSF ( Windward Wall Fig. 6-6) Cp = 0.80 L/B = 0.47 Cp = -0.50 Windward + Leeward = 51.2 PSF ( Perpendicular for Windward + Leeward ) ( Leeward Wall Fig. 6-6) ( Parallel to Truss) (Internal Pressure is not a factor Connector Design Calculations • Max. Vertical Wind ( -) = -43.8 PSF Max Horizontal Wind perpendicular Max Vertical Wind ( +) = 31.5 PSF Max Horizontal Wind parallel Max Gravity = 55.0 PSF Max Vertical Wind Uplift W 536 Ibs U P ( )_ (D)= 468lbs I (L1)= 582 lbs l (L2) =466 Ibs to Truss = 51.2 PSF to Truss = 43.3 PSF Overhang = -93.6 PSF •••• • • • •••• •••• • • •••••• • • 0.(a:3dcity • 1943 Ibs • • • • • • • ••• • • • • • • •••• • • • • • • • •••w • •••• • •••11 •••4 • •••• •••• • •••• • •••111 • Connector Combined Net Gravity SHEAR SHEAR Properties : Denomination Manufac. # Uplift Capacity Ll Capacity NVHTA 22 NU -VUE 1 Units 2133 lbs 1617 lbs • • • •• -• Load Check: 466 lbs • • • • • •••• • • • • • • 0.85 <1 MI • • • • = • 536 lbs 582 Ibs 2133 Ibs + 1617 Ibs -I- 1943 Ibs 1 06 C xCtx0A161 01210 riki ERD .AAA 1 EAIJt i PROJECT : MEINHOLD RI§E-AI :Pf 36 PAGE : CLIENT: REINALDO GOMEZ DESIGN BY: DC JOB DESCRIPTION.: 72 DATE: REVIEW BY: ConnectorDesi9n base on ASCE 7412 MWFRS APPROACH WIND DATA V = 146 mph Wind speed Fig 6 -1b, pg 37 I = 1.0 Importance Factor, Table 6 -1 page 73 Building Category = II Table 1 -1 pg 4 Exposure = C Page 28 Length of Building (L) = 55.00 ft Parallel to Truss / Rafter Direction Width of Building (B) = 26.00 ft Perpendicular to Truss / Rafter Direction Mean Roof Height = 10.75 ft z = 15.00 ft Kz= 0.85 Kd= 1 , Kzt = 1 slope of roof = 3.5/12 16.26° Roof Type = 2 Gable =1, Hip = 2 q = 46.32 psf Wind pressure @ mean roof height GCPi = +1- 0.18 G = 0.85 Gust Effect Factor 6.5.8.1 page 30 a =3.00ft MEMBER DATA s = 2.00 ft Truss / Rafter spacing Roof DL = 25.0 PSF Span = 12.00 ft Truss / Rafter Total Span Roof LL = 30.0 PSF Overhang = 2.50 ft Truss / Rafter Overhang Tributary Height = 5.38 ft Wind Calculations GC = 0.36 ( Roof Zone 1,2,3 Positive ) GC = -0.83 ( Roof Zone 1,Negative ) GC = -1.36 ( Roof Zone 2,Negative ) GC = -2.19 ( Roof Zone 3,Negative ) GC = -2.20 ( Overhang Zone 2,Negative ) GC = -2.88 ( Overhang Zone 3,Negative ) • to Truss ) Design Wind Pressure Components & Cladding MWFRS Roof Overhang Roof - GCPi + GCPi C +) Zone l - Zone 2 - Zone 3 - ( +) Zone l - Zone 2 - Zone 3 - Zone 2 - Zone 3 - 8.5 PSF -46.9 PSF -71.3 PSF -109.8 PSF 25.2 PSF -30.2 PSF -54.6 PSF -109.8 PSF -93.6 PSF -141.9 PSF -43.8 PSF Cp = 0.80 L/B = 2.12 Cp = -0.30 Windward + Leeward = 43.3 PSF ( Windward Wall Fig. 6-6) Cp = 0.80 L/B = 0.47 Cp = -0.50 Windward + Leeward = 51.2 PSF ( Perpendicular for Windward + Leeward ) ( Leeward Wall Fig. 6-6) ( Parallel to Truss) ( Internal Pressure is not a factor Connector Design Calculations; Max Vertical Wind ( -) = -43.8 PSF Max. Horizontal Wind perpendicular to Truss = 51.2 PSF Max Vertical Wind ( +) = 25.2 PSF Max Horizontal Wind parallel to Truss = 43.3 PSF Max Gravity = 55.0 PSF Max Vertical Wind Overhang = -93.6 PSF • •••• Uplift ( W ) = - 8231bs • ••• •••• (D) = 9351bs • • • • • I (L1) = 582 Ibs • • - (L2) = 466 Ibs • •••• • ••••• • • • • • • • • • • • : • : • • • • • • • •••• • •••• • •••• • •••• •••• •••• • •••• • •••• • Net Gravity SHEAR SHEAR Connector Properties : Combined Denomination Manufac. # Uplift Capacity L1 Capacity t2Vpacity • NVHTA 22 NU -VUE 1 Units 2133 Ibs 1617 Ibs • • vris fbs • • •• •• •• Load Check ; 466 Ibs • • • • • ••••• • • •••• • • • 0.99 <1 Old! • • • • • - •••• 823 Ibs 582 Ibs 2133 Ibs + 1617 Ibs -F 1943 Ibs t o o l t x C t x A 161 Mall E A i D g a d ) I AAA 1 ME EA i1 I PROJECT : MEINHOLDRIWERPf 38 PAGE : CLIENT: REINALDO GOMEZ DESIGN BY: DC JOB DESCRIPTION.: 12 DATE : REVIEW BY : Connector Designbase sonASCE 702., . MWFRS APPROACH WIND DATA V = 146 mph Wind speed Fig 6 -1b, pg 37 I = 1.0 Importance Factor, Table 6 -1 page 73 Building Category = II Table 1 -1 pg 4 Exposure = C Page 28 Length of Building (L) = 55.00 ft Parallel to Truss / Rafter Direction Width of Building (B) = 26.00 ft Perpendicular to Truss / Rafter Direction Mean Roof Height = 10.75 ft z= 15.00ft Kz = 0.85 Kd = 1 Kzt= 1 slope of roof = 3.5/12 16.26° Roof Type = 2 Gable = 1. Hip = 2 q = 46.32 psf Wind pressure @ mean roof height GCPi = +/- 0.18 G = 0.85 Gust Effect Factor 6.5.8.1 page 30 a= 3.00 ft MEMBER DATA s = 2.00 ft Truss / Rafter spacing Roof DL = 25.0 PSF Span = 12.00 ft Truss / Rafter Total Span Roof LL = 30.0 PSF Overhang = 0.00 ft Truss / Rafter Overhang Tributary Height = 5.38 ft Wind Calculations GC = 0.36 ( Roof Zone 1,2,3 Positive ) GC = -0.83 ( Roof Zone 1,Negative ) GC = -1.36 ( Roof Zone 2,Negative ) GC = -2.19 ( Roof Zone 3,Negative ) GC = -2.20 ( Overhang Zone 2,Negative ) GC = -2.88 ( Overhang Zone 3,Negative ) to Truss ) Design Wind Pressure Components & Cladding MWFRS Roof Overhang Roof - GCPi + GCPI ( +) Zone 1 - Zone 2 - Zone 3 - ( +) Zone 1 - Zone 2 - Zone 3 - Zone 2 - Zone 3 - &5 PSF -46.9 PSF -71.3 PSF -109.8 PSF 25.2 PSF -30.2 PSF -54.6 PSF -109.8 PSF -93.6 PSF -141.9 PSF -43.8 PSF C = 0.80 L/8 = 2.12 Cp = -0.30 Windward + Leeward = 43.3 PSF ( Windward Wall Fig. 6-61 C = 0.80 1/13 = 0.47 C = -0.50 Windward + Leeward = 51.2 PSF ( Perpendicular for Windward + Leeward ) ( Leeward Wall Fig. 6-61 ( Parallel to Truss) ( Internal Pressure is not a factor Connector Design Calculations : Max Vertical Wind ( -) = -43.8 PSF Max Horizontal Wind perpendicular to Truss = 51.2 PSF Max Vertical Wind ( +) = 25.2 PSF Max Horizontal Wind parallel to Truss = 43.3 PSF Max Gravity = 55.0 PSF Max Vertical Wind Overhang = -93.6 PSF ••••• Uplift ( W ) = - 4051bs • ••• 0000 (D)= 660 Ibs •• • • • I(L1) =0Ibs • •• (LZ) = O lbs •••• • • • • 0. 041 • • • • 0. .0. • • • • 00 • •••0 • 0004 0.4104 • 41 41 0 0 • 0004 0004 4 ipso. • •000 • Connector Combined Net Gravity SHEAR SHEAR Properties ; Denomination Manufac # Uplift Capacity Ll Capacity incapacity 40410 NVRT 16 USP 2 Units 856 Ibs 0 Ibs 41 41 0. e 0.1 • •• •• '• Load Check : 0 Ibs • • • • • • •••• • • •••• • • • 0.24 <l Old! • • • • • - •••• 405 Ibs 0 Ibs 1712 Ibs + 0 lbs + 0 Ibs i 06 itax f Mai EM flalastabi AAA 1 ran EMI i PROJECT: MEINHOLD RINI9ERPT 36 PAGE: CLIENT: REINALDO GOMEZ DESIGN BY : DC JOB DESCRIPTION.: T4 DATE: REVIEW BY: Connector Design base ;on ASCE 7 MWFRS APPROACH WIND DATA V = 146 mph Wind speed Fig 6 -1b, pg 37 I = 1.0 Importance Factor, Table 6 -1 page 73 Building Category = II Table 1 -1 pg 4 Exposure = C Page 28 Length of Building (L) = 55.00 ft Parallel to Truss / Rafter Direction Width of Building (B) = 26.00 ft Perpendicular to Truss / Rafter Direction Mean Roof Height = 10.75 ft z = 15.00 ft Kz = 0.85 Kd = 1 Kzt = 1 slope of roof = 33/12 16.26° Roof Type = 2 Gable = 1, Hip = 2 q = 46.32 psf Wind pressure @ mean roof height GCP1 = +/- 0.18 G = 0.85 Gust Effect Factor 6.5.8.1 page 30 a = 3.00 ft MEMBER DATA s = 2.75 ft Truss / Rafter spacing Roof DL = 25.0 PSF Span = 12.00 ft Truss / Rafter Total Span Roof LL = 30.0 PSF Overhang = 0.00 ft Truss / Rafter Overhang Tributary Height = 5.38 ft Wind Calculations GC = 0.36 ( Roof Zone 1,2,3 Positive ) GC = -0.83 ( Roof Zone 1,Negative ) GC = -1.36 ( Roof Zone 2,Negative ) GC = -219 ( Roof Zone 3,Negative ) GC = -220 ( Overhang Zone 2,Negative ) GC = -2.88 ( Overhang Zone 3,Negative ) Design Wind Pressure Components & Cladding MWFRS Roof Overhang Roof - GCPi + GCPi ( +) Zone l - Zone 2 - Zone 3 - ( +) Zone l - Zone 2 - Zone 3 - Zone 2 - Zone 3 - 8.5 PSF -46.9 PSF -71.3 PSF -109.8 PSF 25.2 PSF -30.2 PSF -54.6 PSF -109.8 PSF -93.6 PSF -141.9 PSF -43.8 PSF Cp = 0.80 ( Windward Wall Fig. 6-6) Cp = 0.80 L/B = 212 L/B = 0.47 Cp = -0.30 ( Leeward Wall Fig. 6-6) Cp = - 0.50 Windward + Leeward = 43.3 PSF ( Parallel to Truss) Windward + Leeward = 51.2 PSF ( Perpendicular to Truss ) ( Internal Pressure is not a factor for Windward + Leeward ) Connector Design Max. Vertical Wind ( -) = -43.8 PSF Max Horizontal Wind perpendicular to Truss = 51.2 PSF Max Vertical Wind ( +) = 252 PSF Max Horizontal Wind parallel to Truss = 43.3 PSF Max Gravity = 55.0 PSF Max Vertical Wind Overhang = -93.6 PSF Calculations ; • • • • • Net Uplift (W) = - 5571bs • D 908Ibs • • • Gravity )_ •• • • • SHEAR I (L1) = 0 Ibs *• •• ••• • SHEAR-'- (L2) = 0 Ibs Connector Properties • •••111 •••• • • Denomination Manufac # Uplift Capacity Ll Capacity • LZ Capacity 'b... ••: • NVRT 16 NU -VUE 2 Units 856 lbs 0 Ibs • • iWWs• • • • • • • • • • • • . •• •• •• • ••• • Combined Load Check: • • • • • • • •••• • •• 5571bs 0 Ibs 0 Ibs • • • • • • • • • •••• 0.33 <1 Old! 1712 lbs + 0 Ibs + 0 Ibs - •••• i t maxemani etiocti EA l II Earaxxabi AAA 1 Mai WIT •• • • •• • s • • • • •• • • •• • •• • PROJECT : MEINHOLD RtPi 36 PAGE : CLIENT : REINALDO GOMEZ DESIGN BY : DC. JOB DESCRIPTION.: T5 DATE : REVIEW BY : Connecter Des' aseon'ASCE 7 .. MWFRS APPROACH WIND DATA V = 146 mph Wind speed Fig 6-1b, pg 37 I = 1.0 Importance Factor, Table 6 -1 page 73 Building Category = II Table 1 -1 pg 4 Exposure = C Page 28 Length of Building (L) = 55.00 ft Parallel to Truss / Rafter Direction Width of Building (B) = 26.00 ft Perpendicular to Truss / Rafter Direction Mean Roof Height = 10.75 ft z= 15.00ft Kz = 0.85 Kd = 1 Kzt = 1 slope of roof = 3.5/12 16.26° Roof Type = 2 Gable = 1, Hip = 2 q = 46.32 psf Wind pressure @ mean roof height GCPi = +/- 0.18 G = 0.85 Gust Effect Factor 6.5.8.1 page 30 a = 3.00 ft MEMBER DATA s = 2.75 ft Truss / Rafter spacing Roof DL = 25.0 PSF Span = 12.00 ft Truss / Rafter Total Span Roof LL = 30.0 PSF Overhang = 2.50 ft Truss / Rafter Overhang Tributary Height = 5.38 ft Wind Calculations GCp = 0.36 ( Roof Zone 1,2,3 Positive ) GCp = -0.83 ( Roof Zone 1,Negative ) GCp = -1.36 ( Roof Zone 2,Negative ) GCp = -2.19 ( Roof Zone 3,Negative ) GCp = -2.20 ( Overhang Zone 2,Negative ) GCp = -2.88 ( Overhang Zone 3,Negative ) to Truss ) Design Wind Pressure Components & Cladding MWFRS Roof Overhang Roof - GCP1 + GCPi ( +) Zone l - Zone 2 - Zone 3 - ( +) Zone l - Zone 2 - Zone 3 - Zone 2 - Zone 3 - 8.5 PSF -46.9 PSF -71.3 PSF -109.8 PSF 25.2 PSF -302 PSF -54.6 PSF -109.8 PSF -93.6 PSF -141.9 PSF -43.8 PSF Cp = 0.80 L/B =2.12 Cp = -0.30 Windward + Leeward = 43.3 PSF ( Windward Wall Fig. 6-6) Cp = 0.80 L/8 =0.47 Cp = -0.50 Windward + Leeward = 51.2 PSF ( Perpendicular for Windward + Leeward ) ( Leeward Wall Fig. 6-6) ( Parallel to Truss) (Internal Pressure is not a factor Connector Design Calculations Max Vertical Wind ( -) = -43.8 PSF Max Horizontal Wind perpendicular Max Vertical Wind ( +) = 25.2 PSF Max Horizontal Wind parallel Max Gravity = 55.0 PSF Max Vertical Wind Uplift (W)=- 1132lbs (D) = 1286 lbs I (L1) = 800 lbs -L. (L2) = 640 lbs to Truss = 51.2 PSF to Truss = 43.3 PSF Overhang = -93.6 PSF • • • •••• • • • • • • • • • • • • la0ap • • • • • • • • • • • • • • • • ••• • • • • • • • • •••• • •••• • •••• •••• • • • • • •••• • •••• • • • • • • Net Gravity SHEAR SHEAR Connector Properties : Combined Denomination Manufac. # Uplift Capacity Ll Capacity NV358 -22 NU -VUE 1 Units 3367 lbs 2942 lbs • • 6766 Cs • • • • •• •• •• Load Check : 640 Ibs • • • • • •••• • • • •••• • • • • • • - 0' <1 Ok!! • • 1132 lbs 800 lbs 3367 lbs + 2942 lbs + 2758 Ibs 06 tlx%tx0A001 MOW FM F1 MEIDGEYDI AAA] MU EMIT • • • • • • • • •• • • • From Low Roof : From Wall 1st Level : From 1st floor slab : Width = DL = LL = Heigth = DL = LL = Width = DL = LL = WF -16 Footing Loading 9.00 ft 225.00 Ibs 270.00 Ibs 8.50 ft 680.00 Ibs 0.00 Ibs 1.33 ft 113.33 Ibs 53.33 Ibs Total DL = 1018.33 Ibs Total LL = 323.33 Ibs Page 15 of 36 06 irxaxoAci01 Mtn EA] Et ttaluE<Eabi AAA 1 ME EAU .. • • • • •• • • • • •• • • • • • • •• •• • • •• •• ••• • • • •••• • • • • • • • • • •• • . •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • •• • • • • • Page 16 of 36 PROJECT: MEINHOLD RESIDENCE CLIENT: REINALDOGOMEZ JOB NO.: DATE : PAGE: 1 0F2 DESIGN BY: DC REVIEW BY: Continuous Centered.Footin INPUT; Width = 16.00 In Length = Depth = 12.00 In Soil Height = Slab Thickness = 4.00 in f = Wall Thickness = 8.001n Fy = Top of Footing = 0.00 In section Volume Force Arm Moment Wind a Ibi - in 1 0.00 wit 0.00 Ws -140in a Ihf-in 2 000 cult MDtbs -2A in a lbf -in 3 1.33 cart 200001bs -80 in -l600. Ibi -in 4 022 wit 3333lbs 40in •267.Ibf -in 5 11750011n -8.Oin - 9400lbf -hi Uplift 167% swaths Total Load = 140833Ibs Total Moment = 11267. Ibf -in CHECKING SOIL PRESSURE Location of resultant = Eccentricity = grim = %namable = Critical Point = clear cover = d= Width = acting shear stress = allowable shear stsnas = P Mu Sec qs Lr MD Pb PMM Pbml P w MALLOWABIE As SHORT DIRECTION Rebar Rebar Area Spacing Design Uplift = Roof Weight = Wall Weight = 2 Floor Slab Weight = Footing Weight = Soil Weight = Floor Slab Weight = Total Gravity = 820 in from footing edge 020 in eccentricity shall be < 1056.3 psf 1056.3 psi Old 2000 psf CHECKING WIDE ACTION BEAM SHEAR 2.00 in from center line 3.00 In 9.00 In effective depth 6.00 in 13.50 psi 82.16 psi 1944 lbf 1555. Ibf -in 192.00 in 384.00 in' 14.17 psi 6.00 in 30621bsJn 0.021 0 .016 0.0018 0.0018 0.036 7706 Ibs.in 0.19 in ft 5 bar 0.31 in 19 in. O/C 601 lbs/ft ( From 0.6DL + W equation ) 913 lbs/ft Okll 12.00 in 0.00 in 3000.00 psi 60000.00 psi Location Overturning Moment Soil Weight Left Side Soil Weight Right Side Footing Selfweight Slab on Top Selfweight Superimposed Load from 0.6DL + Wind REINFOR(7NG 2.667 in UPUFT CALCULATIONS Rebar Rebar Area # of Bars 90 lbs/ft ( using 10 Ibs of DL ) 680 lbs/ft ( using full wall weight ) albs/ft ( using tributary load ) 200 lbs/ft ( using full footing weight ) 0 lbs/ft ( using 100 Ibs of DL ) 33 lbs/ft ( using area of slab equal to area of footing ) b 16.00 in d 9.00 in p 0.0018 -1 As 0.26 in LONG DIRECTION # 5 bar 0.31 in 1 Units 7 s J .1 1 •• • • •••• • • •••• • • • • • • • • • • • • • • • • • • •• • s as • • • • • •.• • ••• • • • • • • • ••• • ••s • • • • i lelo ifxCtx0A601 MOW MI €i DI AAA 1 Mitt Mil • • • • •• • • • • • • • • • • • • • Page 17 of 36 PROJECT: MEINHOLD RESIDENCE CLIENT : IiEINALDO GOMEZ JOB NO.: DATE: PAGE: 2 OF DESIGN BY: DC REVIEW BY: Continttoustentered Footing height / WTEn Unit Load Total Load High Roof = 0.0 ft 55 psf 0 Ibs/ft High Level Point Load = 85 ft 0 Ibf 0 lbs/ft 2" Floor Wall = 0.0 ft 80 psf 0 Ibs/ft 2" Floor Slab = 0.0 ft 185 psf 0 Ibs/ft Low Roof = 9.0 ft 55 psf 495 Ibs/ft Lower Level Point Load = 85 ft 0 Ibf 0 Ibs/ft l Floor Wall = 8.5 ft 80 psf 680 Ibs/ft Total Gravity Load = 1175 Ibs/ft High Roof Uplift = 0.0 ft 40 psf 0 Ibs/ft Low Roof Uplift = 9.0 ft 40 psf 360 Ibs/ft Total Uplift Load = 360 Ibs/ft DL LL High Roof = 25 psf 30 psf 2" Floor Wall = 80 psf 0 psf 2" Floor Slab = 40 psf 145 psf Low Roof = 25 psf 30 psf 1 Floor Wall = I. ff 0 psf Total 250 psf 205 psf FS.= ( 12DL + 1.6LL)/(DL + LL) FS. = 1.38 Wall Thickness = 8.00 in Effective Depth = 9.00 in Footing Width = 16.00 in Effective Width = 22.00 In Design Width = 16.00 in Superimposed Loads FS. CALCULATIONS EFFECTIVE WIDTH CALCULATIONS •• • • • • ••• • • • • • • • • • • •• •• • • • • • •• • • • Use Footing 16" s 12 ", with 2 # 5 Cotinuous and # 5 ( 12" c.c. S.D. • • • • • • • • • • • • • ••• • • • ••• • • • •• • • • • • 1 , CExCtx0A 1 EAi B fiarnfixEDI AAA 1 0211 EMI i • • • • • • 0 • •• • • • • • • • • • • • • • • • • • • From Low Roof : Area = 90.63 ft DL = 2.27 Ibs LL = 2.72 Ibs Total DL = 2.27 Ibs Total LL = 2.72 Ibs P = 4.98 kips Page 18 of 36 Steel Column Loading . • • . • • • • • .. • • • • • • .. • • • •••• • •• • • • • • • • • • • • • • .. . .. • • • • • • •• •• • • . • .... • • • .. • • .. • • • • • • • • • Page 19 of 36 • • • • • • • • •••• • • • •• • • • • • • • • • • • • • • • •••• • • • • • • • • • • • • ••• • • • • • • • • •• • • • • • • • • • • •• • • • • •••• • • • • • •• • • ••. • • • • • Page 20 of 36 PROJECT: Meinhold Residence CLIENT : Reinaldo Gomez JOB NO.: DATE: PAGE: DESIGN BY: DC REVIEW BY : Tube" /;Pipe Column Design BasedronAAISC Manual 13th =Edition (RISC 360 -.05) INPUT DATA & DESIGN SUMMARY COLUMN SECTION (Tube or Pipe) HSS4X4X1/4 Tube COLUMN YIELD STRESS Fy = 36 ksi DIMENSIONS H = 8.5 ft AXIAL LOAD, ASD P = 4.98 kips STRONG AXIS BENDING ? (1 =Yes, 0 =No) BENDING LOAD, ASD THE DESIGN IS ADEQUATE. ANALYSIS CHECK COMBINED COMPRESSION AND BENDING CAPACITY (AISC 360 -05, H1) 1A+8 M + Mry , f P r > Pc 9 Mcx M P Pr + Mrx +Mry , for Pr <0.2 2P Ma Mcy P Where KL = (KL / r)max = Pr = M rx = M = CHECK LATERAL DEFLECTION 5wH L Mid = 384E/ Where Pc=Pn /S Ma=Mn /S Mcy =Mn /Db = Es = 1. 5= / = 8:5 ft, for x -x axial load. 67 < 200 [Satisfactory] 4.984375 kips 0 ft -kips, at middle of column 0 ft -kips, at middle of column 0.00 29000 7.8 7.8 in ksi in in => w= O. k/ft yes, strong axis, x -x, bending. 0.04 < 4/3 [Satisfactory] 96 / L67 = 57.338 kips, (AISC 360-05 Chapter E) > P [Satisfactory] 14.07 / 167 = 8.4251 ft -kips, (AISC 360-05 Chapter F) > 3/4 M, [Satisfactory] 14.07 / L67 = 8.4251 ft -kips, (AISC 360 -05 Chapter F) > 3/4 M [Satisfactory] • • L / 240 = 0.43 in [Satisfactory? • •• • • KL = 8.5 ft, for y -y axial load. • • • •• • •• •• • • • • •• •• • • • • • • • • • • • •• •• • • • • ••• • • • •• • • • •i 1 tab irxr. A061 EAi MificEEMI AAA 1 Offall EAU • • • • • • • • • • •• • • •••• • • • • •• • • • •• • • • • • •• • ••• • • ••• • • • • • • MIAMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Page 21 of 36 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUrtg 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Nu-Vue Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 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 ri ght 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. with the High velocity Hurricane This product is approved as described herein, and has been designed to comply Zone of the Florida Building Code. DESCRIPTION: Wood Connectors NVTP, NVIITA, NVSTA & NVHC. APPROVAL DOCUMENT: Drawing No. NU -1, sheets 1 through 2, titled "Truss Anchors and 5-Way Clip & Truss and Top Plate Anchors," with no revisions, dated 05/29/00, prepared by Nu -Vue Industries, Inc. signed and sealed by V. N. Tolat, PE, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance (NOA) 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 cht11 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 inanufactiire 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 member 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 s displayed, • then it shall be done in its entirety. • • rpt INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactn4$.ts distribuijors and shall be available for inspection at the job site at the request of the Building Official. . •.. 00•0 This NOA renews NOA# 00 0327.03 consists of this page 1 as well as approval document motioned allow•. • . The submitted documentation was reviewed by Candido F. Font PE. • • • • •• •• •• • • • • • 1t1OA go: 03- 02Ud.10 Eapirationkatc *May 22, t8 Approval Date: April ti ebb 1 • • • • • • • • • • • • • • Nu -Vue Industries, Inc. A 1. B 1. 2. 3. 4. C CALCULATIONS Report of Design Capacities Product Model 1. NVHTA 2 NVBH 3. NVSA 4. NVHC 5. NVTP Page 22 of 36 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) DRAWINGS Drawings prepared by Nu -Vue Industries, Inc., titled `Truss and Top Plate Anchors" and "Truss Anchors and 5-Way Clip ", drawing No. NU -1, sheetsl and 2, dated 05/29/2000 with no revisions, signed and sealed by V. N. Tolat, PE. TEST Test re ports on wood connectors per ASTM D1761 by Atec Associates, Inc., signed and sealed by P. G. Read, PE. Report No. Wood Connector 03697.0001 NVSA44 03697.0001 NVHC 03697.0001 NVBH24 03697.000 NVHTA prepared by V. N. Tolat No. of Pages 2 through 4 5 through 5 7 through 7 6 through 6 1 through 1 E -1 Direction Down Lateral & Uplift Down & Up Lateral & Uplift Test reports on wood connectors per ASTM D1761 by QCM Metallurgical, Inc. signed and sealed by F. Grate, PE. Report No. Wood Connector Direction Date 1. 6EM -1364 NVTP4 Uplift 07/17/96 Date 12/06/96 12/06/96 12/06/96 12/06/96 12/06/96 Date 11/27/96 11/27/96 11/27/96 11/27/96 Signature • V. N. Tolat, PE V. N. Tolat PE. V. N. Tolat, PE V. N. Tolat, PE V. N. Tolat, PE. D STATEMENTS . 1. No Financial Interest letter issued by Vipin N. Tolat PE. on 12/18/96 signed and sealed by V. N. Tolat, PE. 2. No change letter issued by Nu -Vue Industries, Inc. on 03/17/03 and signed by M. R Guardado. • • • .. .. • • • • • .... • • • .. .... • ••• • • • .. t'aii ido F. Foni P Sr. Prodnr Mirol Esammer NOA ! o 03-ditie Expiration paten May 21,4%118 Approval Date: April 1:1 0113 Product Code Strap Gauge Dimension H Fastener 10d 3 Uplift Lbs. Fastener 16d 3 Uplift Lbs. Fastener 10d x ll ` Ll Lbs. L2 Lbs. NVHTA 8 14 8" 8 1935 8 2028 6 1617 1943 NVHTA 10 14 10" 10 2133 10 2133 6 1617 1943 NVHTA 12 14 12" 12* 2133 12* 2133 6 1617 1943 NVHTA 14 14 14" 14* 2133 14* 2133 . 6 1617 1943 NVHTA 16 14 16" 18* 2133 18* 2133 6 1617 1943 NVHTA 18 14 18" 20* 2133 20* 2133 6 1617 1943 NVHTA 20 14 20" 22* 2133 22* 2133 6 1617 1943 1,617 •,,,L943 NVHTA22 14 22" 24* 2133 24* 2133 6 • Fastener 8d Uplift Lbs. Fastener 10d Uplift Lbs. 6 800 6 968 8 1067 8 1200 10 1200 10 1200 12 1200 12 1200 Product Code Lumber Size Plate Gauge Dimensions A B NVTP4 2x4 20 3 - 5/8" 7 - 3/16" NVTP6 2x6 20 5 - 5/8" 8" NVTP8 2x8 20 7 - 3/8" 8 - 3/16" NVTP4H 2x4 18 3 - 5/8" 7 - 3116' NVFP6H 2x6 18 5 - 5/8" 8" NVTP8H 2x8 18 7 - 3/8" 8 - 3/16" Top Plate Anchors. They are designed to anchor top and bottom wood plates to wood studs. 1) Minimum Nail Penetration 10d = 1.776" & 1.572" GENERAL NOTES: a) The approved products shall be made of galvanized steel conforming to ASTM A653 structural quality Grade 33 (min. yield 33 ksi) and a minimum coating of G90 according to ASTM A525. b) Allowable loads are based on National Design Specifications for wood construction 1991 Edition & 1993 Errata. c) Design loads are for Southern Pine species with a specific gravity of 0.55. Allowable loads for other species or conditions shall be adjusted accordingly. d) Fasteners are common wire nails, lag screws or bolts for single shear as showed and noted on the approval. e) All tests were conducted in accordance with ASTM D -1761. 1) Allowable loads for wind uplift have already been increased by a duration load factor of 33% and no other increase is allowed. Page 23 of 36 Holden Double Strap Riveted Truss Anchor.. They are designed of 14 gauge steel plates to resist lateral and uplift forces. The seats are made of 20 gauge steel. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 2 0 BY PRODUCT CONTROL DIVISION BUILDING •CODE COMPLIANCE OFFI ACCEPTANCE NO. 190'032'7 0 Q3 1) Minimum embedment into concrete 4 ". 2) * number of fasteners can be reduced to 10 without lowering anchor capacity. 3) 3 Total number of fastener in both straps. 4) 4 Total number of fastener in seat. 5) Nails are necessary in straps and seat to achieve design loads. 6) See Note 1 under Fiveway Grip clip ( sheet 2) for combined loading. 7) Nails through chords shall not force the truss plate on the opposite side. VIP1NN..TOLAT, P.E. (CWtL) FL. REG. # 12847 UPLIFT .. • • • • .. as eark6IMV1 ¢h the Florl& ActizePAW 1 Eaptreity PRO DVVI';1}'EIV EWED Nu -Vue yes,. • .. .. • • • .• • • • 1053 -1059 East 29 Street Hialeah, Florida 33013 (305) 694-0397 Fax: (305) 694-0398 TRUSS AND TOP PLATE ANCHORS DWO#: NU -1 Sheet l oft Date: May 29, 2,000 • Revisions: a Product Code Strap Gauge Dimension H Fastener 10d 3 Uplift Lbs. Fastener 16d Uplift Lbs. Fastener 10d x 11 ` Li Lbs. 2A NVSTA 8 14 8" 5 1221 5 1221 6 1671 1541 NVSTA 10 14 10" 6* 1221 6 1221 6 1671 1541 NVSTA 12 14 12" 7* 1221 7 1221 6 1671 1541 NVSTA 14 14 14" 9* 1221 9 1221 6 1671 1541 NVSTA 16 14 16" 9* 1221 9 1221 6 1671 1541 NVSTA 18 14 18" 10* 1221 10 1221 6 1671 1541 NVSTA 20 14 20" 11* 1221 11 1221 6 1671 1541 NVSTA 22 14 22" 12* 1221 12 1221 6 1671 1541 Product Code . Description Fastener Header Joist Allowable Loads Uplift L1 L2 NVHC 37 Sway Clip 16 -8d or 16 -10d or 16 -6d 12 -8d or 12 -10d or 12 -6d 710 560 730 Deep Seat Truss Anchor. They are designed to resist lateral and uplift forces. The strap is made of 14 gauge steel and the seats of 20 gauge steel. UPLIFT Truss Plate required to transfer uplift to bottom chord. 1) Minimum embedment into concrete 4 ". 2) * number of fasteners can be reduced to 5 without lowering anchor capacity. 3) 3 Total number of fastener in strap. 4) 4 Total number of fastener in seat. 5) Nails are necessary in strap and seat to achieve design loads. 6) See Note 1 under Fiveway Grip clip for combined loading. 7) Nails through chords shall not force the truss plate on the opposite side. Page 241of 36 BY Fiveway Grip Clip (520). They are designed from 1,8 gauge steel to secure rafter and trusses to wall studs or top plates and wall studs to sill plates. 4' APPROVED AS COMPLYING WITH 111E SOUTH FLORIDA BUILDING CODE DA Irge. 240 PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 10 ". x ;.03, Actual Uplift Allowable Uplift 2) For General Notes see Sheet 1. VIPIN N. TOLAT, P.E. (CIVIL) FL. REG. # 12847 Actual Ll or L2 Allowable Ll or L2 < =1.0 1) Combined load of Uplift with Ll or Uplift with L2 must satisfy the following equation: • • • .. .. • •••. • • .••• • • • • • ss areipiyingamidi the fierldr c A[ ptnem Ne Q - 0 • � xn �� >Rratin3 : , V • Miami eg4aet Control. Btvib1oa• • • • • .••• . • N u —Vue Indastaies,Inc. • • • • •• • ••• •.• .... 1053 -1059 East 29 Street Hialeah, Florida 33013 (305) 694-0397 Fax: (305) 694 -0398 TRUSS ANCHORS AND 5-WAY CLIP DWG #: NU-1 Sheet: 2of2 Date: May 29, 2,000 •.•• Revisions: • • • • • •••. • • • ••• • • • • • • • Nu -Vue Industries, Inc. D QUALITY ASSURANCE 1. Product Control Division Page 26 of 36 NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawings prepared by Nu -Vue Industries Inc, titled "Skewed Nail Plate, NV358 & NV458 with Double NVTH Straps, NVTH/NVTHS Anchors & NVHC Hurricane Clips and NVSTA & NVHTA Heavy Duty Anchors with Seat ", Drawing No. NU -5, sheets No. 1, through 4 of 4, dated 04/15/04 with last revision on 09/20/04, signed and sealed by V. N. Tolat, PE. B TEST Test reports on wood connectors per ASTM D1761 by Product Testing Inc, signed and sealed by C. R.. Caudel, PE. Report No. Wood Connector Direction Date 1. PT # 03 -4482 NVSNP3 Downward 09/15/03 2 PT # 03 -4625 NVHCL/R Up& Sideways 01/21/04 3 PT # 04 -4641 NVSTA -24H Up& Sideways 03/17/04 4. PT # 04 -4698 NVTH24 Up& Sideways 04/15/04 5 PT # 03 -4590 NVTH26/NV458 Sideways 12/31/03 6. PT # 04 -4642 NVHTA -24H Up& Sideways 03/22/04 7. PT # 03 -4543 NVTH2O/NV358 Up& Sideways 12/19/03 C CALCULATIONS Report of Design Capacities prepared by V. N. Tolat on 04 /27/04, sheet 1 through 12, signed and sealed by V. N. Tolat PE. E STATEMENTS 1. Code compliance letter issue by V. N. Tolat on 04/27/04 signed and sealed by V. N. Tolat, PE. 2. No interest letter issued by V. N. Tolat on 11/03/04 signed and sealed by V. N. Tolat, PE. E -1 F. Font PE. Sr. Product Control Examiner NOA No 04- 0510.03 Expiration Date: December 23, 2009 Approval Date: December 23, 2004 Product Code Steel Gauge Fastener Schedule Schedule Loads ibs ( � Each End Gravity Uplift NVSNP3 16 - (6) 8d x 1}¢" 578 894 Hole pattern is y mirror image of the oppsite side Holes " dia. • TABLE 1 SKEWED NAIL PLATE Supported Truss Top & bottom chord For Uplift, use two NVSNP3, one at top chord and one at bottom chord of the supporting and supported Trusses in compliance with section 2321.7 of the FBC. Notes: ✓ 1. Use 6 nail holes in each flange. 2. Do not bend nail plate more than once. 3. Supporting member shall be in the acute angle side with other end of supported member (see sketch.) • Page 27 of 36 NVSNP3 Installation Approved as complying with D ote 5th 0 NOM Miami la Division flange behind the Supporting ruse op lc bottom chord J Gitn eraj dotes; 1. Steel shall conform to ASTM A653, structural grade 33 (Min. yield 33 ksi) and a minimum galvanized coating of 0 60 per ASTM A525. 2. Allowable loads are based on National Desing specifications (NDS) for wood construction, 1997 Edition. 3. Design loads are for Southern Pine species with a specific gravity , of 0.55. Allowable loads for other species shall be adjusted accordingly. e4. Common wire nail values are based on NOS table 12.3F, G =0.55 - and have been reduced for Penetration Depth .factor Cd. 5. Allowable loads for wind uplift have already been increased by a - duration factor of 33% for anchor nail. This increase is not allowed - for steel stress if dead load and wind Toads are combined. Load - values shown are, without 33% steel stress increase. 6. Allowable loads for more than a single connection cannot be added together. A design load which is •ivided into components in - the direction given must be evaluated as follows: Actual Up ' Actual Li i.i. qq Allowable Uplift - Allowable + Allowable L l`e 2 <1 - 7. Allowable loads are based on 1r thick wood rnembers unless - otherwise noted. - 8. All tie beams and grouted concrete masonry shall comply with chapter 21 of FBC. Concrete for tie beans and grout and most 7 for concrete masonry shall be a minimum of 2500 psi. CoAcr to -•• •••. masonry shall comply with ASTM C90. •••••: 9. All tests have been conducted in accordance with AS-Tiole.D-- 1�'i31'.'' •••• •••• • •••• • • • •• • WIN PIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 DWG#: NU-5 Sheet: 1 of 4 SKEWED NAIL. PLATE • Date: APRIL 15, 2004 • • .... • • • • • • • • • • N u - Ville Industzies, Inc. 1058 -1059 East 29 Street Hialeah, Florida 33018 (305) 694 -0397 OM (305) 694-0398 Revisions: • • • • ••• •• • • 1 Sept. 20, 2004 • Assembly Product Code , NV358 -12 NV358 -14 NV358-16 NV358 -20 NV358 -22 NV358 -24 NV358 -26 NV358 -32 NV358 -44 1 4G Strap Product Code NVTH16 NVTH18 • NVTH2O • NVTH24 • NVTH26 NVTH28 NVTH30 • NVTH36 • NVTH48 Dimension H • (inches) 24 • 26 32 . 44 • Total No. of Fasteners in 2 Straps 10d x 3' 8- 10 . 12 • 14 16 Total No. of Fasteners in Seat 10d x 3" 8 , 8 - 8 • 8 • 8 • Allowable Loads (Ibs) Uplift 2245 w 2525 , 21306 ' 3086 L1 1961 2206 2452 - 2697 - 3387 ' 2942 i r L2 18.39, 2068 - 2298 2528 2 Notes: ' TABLE 1. Minimum embedment into concrete 4 ". 2. Nails are necesary in strops and seat tO athieve design loads. 3. See Note 6 (Sheet 1) for combined load. 4. Nails through chards shall not force the truss plate on the opposite side. 2: NV358 2 pay seat NV38S 3 ply seat NV48R 41 i Slot 0.203"% 1" 1 4" Min. Pin Veda. Emb�mdet. i 1r 14G Double NVTH Straps with 2 ply 18G seat UPLIFT Truss plate required to transfer toad to bottom chord •�,, `Y. M Reinforcements V ) Required Concrete Tie Seam 1 or Tie Sewn formed with Concrete filled Masonry. Assembly Product Code NV458-24 NV458-213 NV458 -32 NV458-44 sr NV358 ✓ 4�,�" tdV458 ' 3Jh"NVVi58 'I rt a" NV458 Side View , Approval s.% eesaplyi g wads the Flosidi3oi • ; C Date /Z MAO Mimi Dale nalvielc TABLE 3: NV458 — 14G Double NVTH Straps with 3 ply 18G seat 14G Strap Product Code NVTH28 24 14VTH30 20 'Dimension H (inches) VIPIN N. TOLAT, PE (CIVIL) PL. REG. # 12847 16123 LANTERN CREEK LANE HOUSTON, TX 77068 Total No. of Fasteners in 2 Straps 10d x 5!! 8 10 12 14 .16 NVTH36 32 i NVTH48 44 Holes Dio.'ie" Hades Dieu 7f{" DWG #: NU -5 Total No. of Fasteners in Seat 10d x 3" 8 8 8 96r NV358 and NV458 N u - 1Y ue Indastrles, Inc. NV358 & NV458 wrrH DOUBLE NVTH STRAPS Sheet: 2 of 4 Date: Allowable Loads (Ibs) Uplift 2245 ' 2783 2525 2806 3086 - L1 3131 3479 3827 3367 4175 APRIL 15, 2004 • • • •••• • • • • . • Revisions: 2078 2338 2597 2857 3117 4- •••• • • • • •••• • • • •• • • • .Seat 13e4ail: • • •••• • • •••• • ••• • • • •• • • • • • • • • • • • •• •• • • • •• •• • •• ••••• 1063 -1059 East 29.Street Hialeah, Florida 33013 (305) 694 -0397 FAR: (305) 694 -0398 Sept. 20, 2004 Product Code Description Gauge g Fasteners 10d x 11Z" Allowable Loads (lips) L2 Header Joist Uplift 1.1 NVHCR ' HURRICANE CUP — RIGHT • 18 , B 8 525 ' 253 333 NVHCL / HURRICANE CLIP — LEFT ' 18 , 8 8 525 253 333 Cross— Section NVTH Truss plate required to transfer load to bottom chord 1 �• TABLE 5 HURRICANE CLIPS s Y/ 0 IIV Reinforcements -' ` Required r 1Vol Parallel L1 to wall For Uplift, use two clips, one on each side to comply with section 2321.7 of the FBC bottom chord NVHCR L1 urr Perpendicular to wall Page 29 of 38 Concrete Tie Beam or Tie Beam formed with concrete filled masonry H Length (in) 12 14 16 18 20 22 24 26 32 44 Product Code NVTH -16 NVTHS 212 NVTH -18 NVTH -20 NVTH -22 NVTH -24 NVTH -26 NVTH -28 NVTH -30 NVTH -36 NVTH -48 NVTHS 214 NVTHS 216 NVTHS 218 NVTHS 220 NVTHS 222 NVTHS 224 NVTHS 226 NVTHS 232 NVTHS 244 Gauge seat 18 18 18 18 18 18 18 18 18 18 Gauge strap 14 14 14 14 14 14 14 14 14 14 No. of Fasteners in Strap 10d x 1.5" 5 6 7 / 8 9 10 11 12 13 Maximum Allowable Load (Ibs) Uplift 700 838 / 977 / 1117 / 1256 • 1396 • 1490 � 1544 / 1598 / L1 560 671 783 783 '" 783 783 783 783 783 i L2 525 ' 630 735 735 735 735 735 735 ' 735 Truss plate required to transfer toad to bottom chord Approved acv aunplyiag wiei+ die Mori* Eke, Doe_ NOM iONiasosa6l1�t9® phricicpa TABLE 4 Truss Anchors NVTH and Riveted Truss Anchors with Seat NVTHS 2 Cantonal VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 DWG #: NU -5 Holes Dia , • Sheet: 3 of 4 1* • • .. NV7H, NVTHf• • • N u a V ue Industries, Iac. Date: APRIL 15, 2004 • • . Revisions: • • • • •••• • • • 1Y. • • •••• / • •••• • • • • • .• •• • • •••. • •• • • • •• • • •• •• • • • • • • .. 1053 -1059 East 29 Street Hialeah, Florida 33013 (305) 694 -0397 FAX: (305) 604 -0898 NVTH J NVTHS ANCHORS & NVHC HURRICANE CLIPS Sept. 20, 2004 Page 30 of 36 TABLE 6 NVSTA —Heavy Duty Anchors with 14G NVTH Straps and 1 ply 20G seat Assembly Product Code NVSTA -12H 14G Strap Product Code NVTH16 • NVSTA -14H NVSTA -16H NVSTA -20H NVSTA -22H NVSTA -24H NVSTA -26H NVSTA -32H NVSTA -44H NVTH18 , NVTH2O NVTH24 NVTH26 NVTH28 NVTH30 NVTH36 NVTH48 Dimension H (inches) 12 14 • 16 • 20 • 22 24 26 32 44 , Total No. of Fasteners in Strap 10dx1Y2" 5 6 7 8 9 O Holes Dla.Wer Total No. of Fasteners in 20 GA. Seat 10dx1Y2" 6 6 6 6 6 O e 1 " Allowable Loads (Ibs) Uplift 0 1308 1426 1545 1664 1783 0 0 des Dia. Ali' L1 6 700 - 760 • 823 887 950' L2 1049 • 1144 1239 1335 1430 Pin **die NVSTA 12H throght 44H 4 Min. Concrete Embedment. UPUFT L2 20G Seat " Truss plate required to transfer up ift to bottom chord. Reinforced Concrete .e--- tie beam Min. 2#5 Top & bottom 1Y4 Y4 slot 0.203°x 1 Ptn Y "dia. 4° Min. Concrete Embedment. 1Y2 / uPUFT NVHTA 12H throght 44H 1 Assembly Product Code NVHTA -12H 14G Strap Product Code NVTH16 - NVHTA -14H NVHTA -16H NVHTA -20H 1 NVHTA -22H NVHTA -24H NVHTA -26H NVHTA -32H NVHTA -44H NVTH18 • NVTH2O NVTH24 , NVTH26 . NVTH28 NVTH30 ' NVTH36 NVTH48 Dimension H (inches) 12 • 14 16 • 20 - 22 24 , 26 32 • 44 i Total No. of Fasteners in two Straps 10dx1X2" 10 12 14 16 18 Total No. of Fasteners in 20 GA. Seat 10dx 1Y2 a 6 6 i 6 6 • Allowable Loads (Ibs) Uplift 6 1772 - 1994 / 2215 2437 2658 , b Uplift 2078 2338 - 2598 - 2858 3117 6 L1 1050 , 1181 - 1312 1444 - 1575 L2 B 1450 1631 1812 - 1994 2175 Notes: 1. Nails are necessary in straps and seat to achieve, desing load 2. See note 6, sheet 1 for combined loading. 3. Nails through chords shall not force the truss plates. - 4. For general notes, see sheet 1. 5. For higher uplift Toads, concrete shall be 3000 psi. 6. • Based on min. 2500 psi concrete. Truss plate required to transfer '"-- uplift to bottom chord. Reinforced Concrete / +-- tie beam Min. 2#5 Top & bottom TABLE 7 NVHTA —Heavy Duty Anchors with 14G Double NVTH Straps and 1 ply 20G seat Approved as fy:rsajaiyieg wf2b dlae Florida Fiza:2 _cde thitr Z , PION/ Miami Bede Chides pel Cozad VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, DC 77068 1_40.111a1:1 Nu= Vue NU-5 4 of 4 DWG #: Sheet: Date: ARM 15, 2004 0 20 'G`A. Seat •• •• • • • • • • • .• Industries, Inc. Revisions: •••• • • ■ _I. 0 Sept. 20, 2004 8. • ••• • • • v • 0000 • • 0 0 0 0 ..• • • • .• . • 1053 -1059 East 29 Street Hialeah, Florida 33013 (305) 694 -0397 FAX: (305) 694 -0398 NVSTA & NVHTA HEAVY DUTY ANCHORS WITH SEAT • • • • • • • • • • • • • • • • MIAMI-DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Nu -Vue Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 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: Wood Connectors NVTA, NVTAS, NVBH, NVUH & NVRT. APPROVAL DOCUMENT: Drawing No. NU -2, sheets 1 through 4, titled "NVTA and NVTAS Truss Anchors," dated 02/13 /03 with last revision on 07/19/06, prepared by Nu -Vue Industries, Inc. signed and sealed by Vipin N. Tolat, PE, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance (NOA) 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 revises NOA # 04- 1202.01 and consists of this page 1 and evidence page El, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. Page 31 of 36 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 www.buildingcodeonline com NOA No: 05-0701.04 Expiration Date: August 21, 2008 Approval Date: September 14, 2006 Page 1 Nu -Vue Industries, Inc. Page 32 of 36 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Drawing No. NU -2, sheets 1 through 4, titled "NVTA and NVTAS Truss Anchors," dated 02/13/03 with last revision on 07/19/06, prepared by Nu -Vue Industries, Inc. signed and sealed by Vipin N. Tolat, PE B TEST Test reports on sealed by C. R. Report No. 1. PT 02 -4073 2. PT 02 -4075 3. PT 02 -4074 4. PT 02 -3938 5. PT 03 -4177 6. PT 03 -4202 7. PT 03 -4271 8. PT 03 -4270 9. PT 02 -4095 10. PT 02 -4096 11. 31- 22456.0002 12. PT 04 -4698 13. PT 04 -5036 C CALCULATIONS Report of Design Capacities Product Model 1. NVBM24 2 NVRT 3. NVTA & NVTAS 4. NVTA & NVTAS 5. NVRT E. wood connectors per ASTM Caudel, PE & S. E. Black, Wood Connector NVTA NVTA NVTA NVTA NVRT36 NVRT36 -T NVRT36 -T NVRT24-T NVUH26 NVBH24 NVTA & NVTAS NVTH24 NVTH24 prepared by V. N. Tolat, PE No. of Pages 7 through 8 9 through 14 1 through 6 1 through 14 15 through 15 "Submitted under NOA No. 04-1202.01" D1761 by Product Testing, Inc., signed and PE. Direction Upward Upward Upward Upward Upward Upward Upward Upward Up & Downward Up &Downward Lateral Upward Parallel & Perpendicular Upward Load Date 05/05/03 05/05/03 05/05/03 02/06/03 07/07/03 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E - 1 Date 11/06/02 11/07/02 11/06/02 08/06/02 02/03/03 02/19/03 03/27/03 03/27/03 01/17/03 12/03/02 07/06/02 04/15/04 12/10/04 Signature V. N. Tolat, PE V. N. Tolat PE. V. N. Tolat, PE V. N. Tolat, PE V. N. Tolat, PE STATEMENTS 1. No Financial Interest and code compliance letter issued by Vipin N. Tolat PE. on 03/26/03 signed and sealed by V. N. Tolat, PE. "Submitted under NOA No. 04-1202.01" 2. Letter to Nu -Vue Industries issued by Building Code Compliance Office on 08 /10 /04and signed by C. F. Font PE. "Submitted under NOA No. 04- 1202.01' J ; ' D. Gascon, P.E. Chief, Product Control Division NOA No: 05-0701.04 Expiration Date: August 21, 2008 Approval Date: September 14, 2006 H Length (in) Product Code Gauge seat Gauge strap 16 NVTA -16 NVTAS 212 20 14 18 NVTA -18 NVTAS 214 20 14 20 NVTA -20 NVTAS 216 20 14 22 NVTA -22 NVTAS 218 20 14 24 NVTA -24 NVTAS 220 20 14 26 NVTA -26 NVTAS 222 20 14 28 NVTA -28 NVTAS 224 20 14 30 NVTA -30 NVTAS 226 20 14 36 NVTA -36 NVTAS 232 20 14 48 NVTA -48 NVTAS 244 20 14 H Length (in) Product Code Gauge seat Gauge strap 16 NVTA -16 NVTAS 212 20 14 18 NVTA -18 NVTAS 214 20 14 20 NVTA -20 NVTAS 216 20 14 22 NVTA -22 NVTAS 218 20 14 24 NVTA -24 NVTAS 220 20 14 26 NVTA -26 NVTAS 222 20 14 28 NVTA -28 NVTAS 224 20 14 30 NVTA -30 NVTAS 226 20 14 36 NVTA -36 NVTAS 232 20 14 48 NVTA -48 NVTAS 244 20 14 No. of Fasteners each strap 10d Maximum Allowable Load (lbs) Uplift Single Strap Uplift Double N �.A i L1 Single & Double Straps L2 Single & Double Straps 5 757 1514 250 500 6 805 1610 250 500 7 854 1708 250 500 8 902 *1804 250 500 9 951 *1902 250 500 10 999 *1998 250 500 11 1048 *2096 250 500 12 1096 *2192 250 500 13 1145 *2290 250 500 14 1193 *2290 250 500 No. of Fasteners each strap 10d x 1.5" Maximum Allowable Load (Ibs) L2 Single & Double Straps Uplift Single Strap Uplift Double s'' L1 Single &Double Straps er—a 5 1032 2236 250 500 6 1127 2254 385 565 7 1136 2272 520 630 8 1144 *2288 520 630 9 1153 *2306 520 630 10 1161 *2322 520 630 11 1170 *2340 520 630 12 1178 *2356 520 630 13 1187 *2374 520 630 Page 33 of 36 General Notes: TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS 1. Steel shall conform to ASTM A653, structural grade 33 (Min. yield 33 ksi) and a minimum galvanized coating of G 60 per ASTM A525. 2. Allowable loads are based on Notional Desing specifications (NDS) for wood construction, 2001 Edition and Florida Building Code 2004. 3. Design loads are for Southern Pine species with a specific gravity of 0.55. Allowable loads for other species shall be adjusted accordingly. 4. Nail values are based on NDS table 11P. 0 =0.55 for common wire nails and have been reduced for Penetration Depth factor CD. 5. Allowable loads for wind uplift have already been increased by a duration factor of 1.6 for anchor nails. 33% steel stress increase is not used in the tabulated values. 6. Allowable loads for more than one direction for a single connection cannot be added together. A design load which can be divided into components in the directions given must be evaluated follows: 11 follows: pp p�p Allowable Uplift + Alfowable Allowable l2 �= 1.0 7. Allowable loads are based on 1" thick wood members unless otherwise noted. 8. All tie beams and grouted concrete masonry shall comply with chapters 19 and 21 of 2004 FBC. Concrete for tie beams and grout and mortar for concrete masonry shall be a min. of 2500 psi. Concrete masonry shall comply with ASTM c90. 9. All tests have been conducted in accordance with ASTM D -1761. *Note: For 8 or more nails per strap, use double truss for double straps. 1' TABLE 2 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS Parallel to wall 1 VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 Perpendicular to wall L2 IMOSIiC'rR IEVISISD Reinforcements Required " Concrete Tie Beam or Tie Beam formed with concrete filled masonry Nu *Note: For 8 or more nails per strap, use double truss for double straps. 2" Vue 0 DWG #: Sheet: Date: NU-2 1 of 4 FEB. 13, 2003 0 0 • • • •• • • • — — , , kjpl es Dia. NVTA, NI' . ••••• • • • • • • • • • • • • � ..• Industries, Inc. 1 " •••• 21• • • • • • • • • • • • ••• • • • •• • • • • • •• •• • •• • • • • • • • 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE (305) 694 -0397 FAX: (305) 694 -0398 NVTA AND NVTAS TRUSS ANCHORS Revisions: July 7, 2003 June 15, 2005 Jan. 10, 2006 July 19, 2006 • • • • • I 3ZIs 3003 1on0021d I 3onvo FASTENER SCHEDULE ALLOWABLE LOADS (Ibs.) P9 l tl30V3H .p. X PO, lslor DOWNWARD GRAVITY LOADS WIND UPLIFT LOAD 2x6 NVUH26 14 20 10 2233 1213 I MIS PRODUCT CODE GAUGE 1 FASTENER SCHEDULE ALLOWABLE LOADS (Ibs.) P8 213OV3H P9 lslor DOWNWARD GRAVITY LOADS 2x4 NVBH24 18 12 6 1113 • Page 34 of 36 Notes: TABLE 3 NVBH 24 BUTTERFLY HANGER 1. Use all specified fasteners in schedule to achieve values indicated. 2. Values are based on 1i" header and Joist thickness. 3. See General Notes, Sheet 1. SYMM.® Mid Span DOWNWARD LOAD TABLE 4 NVUH 26 JOIST HANGER Notes: 1. Use all specified fasteners in schedule to achieve values indicated. 2. Values are based on 3" header thickness and 1 " Joist thickness. 3. See General Notes, Sheet 1. VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 . pY 7 se)V6 SYMM.® Mid Span UPLIFT DOWNWARD LOAD DWG #: Sheet: Date: NU-2 2 of 4 FEB. 13. 2003 • • • •• • • . • . • • • . • • • u I ndustries, • I nc . •••• • •••• • • • •• • • • • .. •• •• • • •••• •• • •• • • • • • • • •• • • •••• • • • •• • • • 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE (305) 694 -0397 FAX: (305) 694 -0398 NVBH 24 AND NVUH 26 HANGERS Revisions: July 7, 2003 June 15, 2005 Jon. 10, 2006 July 19. 2006 Length (in) Product Code Gauge 12 NVRT -12 14 16 NVRT -16 14 18 NVRT -18 14 20 NVRT -20 14 22 NVRT -22 14 24 NVRT -24 14 30 NVRT -30 14 36 NVRT -36 14 48 NVRT -48 14 Length (in) Product Code Gauge 12 NVRT -12 14 16 NVRT -16 14 18 NVRT -18 14 20 NVRT -20 14 22 NVRT -22 14 24 NVRT -24 14 30 NVRT -30 14 36 NVRT -36 14 48 NVRT -48 14 No. of 16d nails to Wood Framing No. of " diameter Tapcons to Concrete Maximum Uplift Load (Ibs) 4 6 722 5 7 856 6 8 991 7 9 1125 16d Fasteners Maximum Uplift Load (ibs) TOTAL ,rn * Flat Ties Twisted Ties 8 4 725 724 10 5 861 860 12 6 998 996 14 7 1135 1132 1 • TABLE 5 NVRT Flat and Twisted Rafter Ties Notes: 1. Specify "F" for Flat and "T" for Twisted when ordering. 2. Fastener values are based on a minimum 14" thick wood members. 3. * Indicates no. of nails in each connected wood member. 4. See General Notes, sheet 1. e e e► e e e e e e e e e e e e e e e e e e e e HALF Connected to truss LENGTH HALF Connected to wall UPUFT Notes: 2. See General Notes, sheet 1. le l I 1 24" Min. edge distance Reinforcement required Tie Beam formed with concrete filled masonary or concrete tie beam TABLE 6 NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Filled Masonry Shiskre 1. ITW tapcons shall be embedded a minimum of 11" into concrete tiebeam or tiebeam formed with concrete filled masonry. I1W tapcons shall have a min. edge distance of 2i" and minimum spacing of 14" as shown. 3. All tapcons must be in the same row space at 1X" on centers. Do not use holes in the opposite row. Strap must be long enough to accommodate required tapcons. VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 DWG #: NU -2 Sheet: 3 of 4 1i" Do not Use circled holes Date: FEB. 13, 2003 4" 1 "4" 0 0 — o o — NVRT Anchor Holes dia. " • • • • 1" 14" 16d • • • i "Tapcons: • • • • •••• • • •• • • • • • •• • • • • • • • • • • ••• • • • • \/ I __•• N u - V Industries, Inc. c. • •• •• .••• 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE: (305) 694 -0397 FAX (305) 694 -0398 NVRT FLAT AND TWISTED RAFTER TIES Revisions:July 7, 2003 June 15, 2005 Jan. 10, 2006 July 19, 2006 • • • • • • • • • • • • • • • Truss plate required to transfer Toad to bottom chord Double StroP Double Truss dot 0.203"x 1' NVTH Reinforcements Required Concrete Tie Beam or Tie Beam formed with concrete filled masonry Truss plate required to transfer load to bottom chord Reinforcements Required ■RZO Single Strap Single Truss Concrete Tie Beam or Tie Beam formed with concrete filled masonry 5 Nails in Front (Min.) Nails 10d x 1.5" Page 36 of 36 Nails on Front & Back Shall be off centered VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 16123 LANTERN CREEK LANE HOUSTON, TX 77068 . TABLE 7 Truss Anchors NVTH DWG #: NU -2 Sheet: H Length (in) 12 14 16 18 20 22 24 26 32 44 Product Code • NVTH -16 NVTH -18 N VTH -20 NVTH -22 NVTH -28 N VTH -30 N VTH -36 NVTH -48 Gauge seat 18 18 18 18 18 18 18 18 18 18 Gauge strap 14 14 14 14 NVTH -24 NVTH -26 14 14 14 14 14 14 No. of Fasteners in each Strop 10d x 1.5" 5 6 8 9 10 11 12 13 Maximum Uplift Loads (Ibs) Single Strap on Single Truss 1032 1222 1275 1329 1383 1437 1490 1544 1598 Double Straps on Double Truss 2064 2444 2550 2658 2766 2874 2980 3088 3196 •••• • • •••• 4 of 4 NVTH ANCHORS Date: JULY 19, 2006 • • • .... • • • NVTH • •••• • • • •• • N u — V u e Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 Phone: (305) 894 -0397 Fax: (305) 694 -0398 Revisions: • • • • • •• •• • ••••• • • •••• • ••• • • •• • • • •• • • • or yr • • • • • • • •..•• • • • • • • • MIAM IDAQE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Page 25 of 36 NU -VUE Industries Inc. 1055 East 29 Street. Hialeah, Florida 33013 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 High velocity Hurricane Zone. DESCRIPTION: Wood Connectors. APPROVAL DOCUMENT: Drawing No.Nu -5, titled "Skewed Nail Plate, NV358 & NV458 with Double NVTH Straps, NVTH/NVTHS Anchors & NVHC Hurricane Clips and NVSTA & NVHTA Heavy Duty Anchors with Seat" sheet 1, through 4 of 4, dated 04/15/04 with last revision on 09/20/04, prepared by Nu -Vue Industries Inc signed and sealed by V. N. Tolat, PE, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance (NOA) 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, evidence page & approval document mentioned above. The submitted documentation was reviewed by C . • ' y nt PE. M[AM1 DADE COUNTY, FLORIDA METRO -DADE FLAGLBR BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No: 04- 0510.03 Expiration Date: December 23, 2009 Approval Date: December 23, 2004 Page 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C -01 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Small additions, Renovations & Building Systems 1 Compliance wfth Method cof Ohapfer6d the Florida Bogy Efficiency may demonstrated brCBuseofFormt 01 for ad s of 600 square feet oleos, Waned oviparous of manufactured homes, and renovations to single and mating residences. Annaba methods are ixovided for atdostar use of Form 600B-01 or 600A-01. PROJECT NAME: d- Yf)Lr(0 To E//u /40t-O BUILDER: AND ADDRESS: 3 0 N e et I c OWNER: I hereby certify that the compliance with the F PREPARED BY: hereby certify OWNER AGENT: m0 o12-E5 F�. I I I I 1 1 1 Space heating, E> RESIDENCES (600Sq a or less of cordoned area). Prescriptive in Tattles 6C-1, 6C-2 and 6C-3 apply only to the canpaenlsofthe ate, r to the e»ng buffing. g ecpipment effidoitylevels m be met only den *figment is Installed spr gPytoser e the addition or isl t° installed Inooniun will' 6eaddition constriction. Gents separafing seams fr omcondonedspacesmustr+ eet tleprreccntedminimmModela) levels .REf4OVAT (Rasidentisibukings widowing re rations morello= of the assessed v; of be a are ed BUILDING SYSTEMS 1 and 6C-2 apply adyblithe � renownedorreptaCed MANUFACTURED I MES AND BUILDINGS.Ordys� comp tsandfeaiures Comply when ccomiete rewsystenis• fi . . . covered by the calculation are in /22 % e DATE: e Florida Energy DATE PERMITTING OFFICE: PERMIT NO. 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave .overhang (ft.) 6. Glass area and type: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor .type and Insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: a. Exterior: 1. Masonry (insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units* (Yes/No) 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. - Heating system *: (Types: heat pump, elec. strip, natural gas, L.P. gas, gas h.p., room or PTAC, existing, none) 13. Air Distribution' System *: a. Backflow damper or single package systems* (Yes/No) b. Ducts on marriage walls adequately sealed* (Yes/No) 14. Hot water system: (Types: elec., natural gas, other, existing, none) * Pertains 'to manufactured homes with site instatled'components. - 1 - CLIMATE ZONE: 7 JURISDICTION NO.: Please Print f? , . P. 2 i, <,,,,, Single Pane Double Pane 6a. I CL sq. ft. sq. ft. 6b. sq. ft. sq. ft. 7. 1 5_ % 8a. R= 0 (2$ ir 8b. R= sq. ft. 8c. R= sq. ft. 8d. R= sq. ft 8e. R= sq. ft. 9c 1. Anon 2. S /d/ri LG FA7/ /LY 3. 4. 5. 9a -1 R= q s ft. 9a -2 R= p sq. ft. 9b -1 R= 5 (+ sq. ft. 9b -2 R= sq. ft. 10a. R= ( ZS sq. ft. 10b. R= sq. ft. 11. Type: CE IUM 'L t& Kf ... • SEER/EER: : . • • • • 12. Type: Ei,..C.0 . 1 7124, t 5•• •'x, , HSPF/COP /AFUIgi. :1. • ••.. •••• 13a. 5I LL LL PI4ri•4767 ^•....' 13b. • / 14. Type: EC EC7' d i . ... • ••• • 1 67 1 • • • • • •••• EF: YE • .. • • • • • • • • . • ICI •• • • • 8I 9 CK • • • - - - ••• - ware • • . • • with Review of s Energy Code. Before Is building � be inspected for compliance In accordance with Section 553.908, F.S. BUILDING OFFICIAL: DATE: • • • • • • • 1 TABLE 8C -1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDR1ONS ( 6C-2: PRE COMPONENT co co U z J ' w U ac g LL Concrete Block Frame, 2" x 4" Frame, 2 ' x 6' Common, Frame Common, Masonry Under Attic Single Assembly; Enclosed Frame Metal Pans Single Assembly; Open Common, Frame Slab -on -grade Raised Wood Raised Concrete Common, Frame 8 In unconditioned space o In condltloned space MINIMUM INSULATION R -5 R -11 R -19 R -11 R -3 R -30 R -19 R -13 R -10 R -11 No Minimum R -11 R -5 R -11 R-6 No minimum INSULATION INSTALLED P- 3® TABLE SCRIPTIVE REgUIREMENTS FOF(GL.A $ ARf, AS IN ADDITIONS.ONL Climate Zones 7 8 9 Sq. FL and Less), RENOVATIONS TO EIGSUNG RUILDI#GS AND SITE4LSTALLED Cg1,wONENTS OFMANUFACTURED HOMES. EQUIPMENT Q QQ z rz Central NC - Splrl - Single Pkg. Room unit or PTAC Electric Resistance Heat pump - Spit - Single Pkg. Room unit or PTHP Gas, natural or propane Fuel Oil Electric Resistance Gas; Natural or L.P. Fuel Oil MINIMUM EFRCIENCY SEER = 10.0 SEER = 9.7 EER = 8.5* ANY HSPF = 6.8 HSPF = 6.6 COP = 2.? AFUE = .78 AFUE = .78 EF = .88 EF = .54 EF = .54 INSTALLED EFFICIENCY SEER = SEER = EER = HSPF = HSPF = HSPF/ = COP AFUE = AFUE = NEE EF = jeO EF = EF = Maximum rcen e , e • ass to floor area allowed is selected a!i overman • Ien and solar heat GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20 % Single - 1 .87 0 %.75 Double 0 -.78 UP TO 30% Single 2% .87 1 %.75 0 %.57 Double 'n coefficient Maximum% = UP TO 40% SIn • le 3% .87 2'- .75 1 %.57 0 "- :39 Double 2'- .78 1% .61 0'- .44 Single Installed % = UP TO 50% Double nH Sl C OH SI C OH SHr r` OH CI rlH S C OH S 1C( 014{ SI 0 OH SHC'r' 1 =.78 0 %.61 3 %.78 2 %.61 1 %.44 0 :35 4'- .87 3'- .75 2"- .57 1 .39 0". .90 Get certified SHGC from the manufacturer or use defaults: Single dear = .87, double clear SHGC = .78, and single tint SHGC = .75. Exterior Windows & Doom Sole & T . Plates Combustion H Water Heaters Shower Heads HVAC Duct Construction, insulation & Installation HVAC Controls 606.1 Exhaust flans vented to uneonfonned space -shall have dampers, except for combustion devices with exhaust ductwork. 6061 Combustion space and water heating systems must be provided with outside combustion air, �• or dr.: velt,,.'an , Comply with efficiency requirements in Table 6-12. Switch or clearly marked clrcult breaker (electric) • . •ff • . '•::,.. ._ 1 J • I 1 .. •n! 19.:.!L_Lr = -• • Vc 11 r , !,r 1L•, : Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a • m • timer. Gas • . & !.. *theaters must Have minimum thermal eifi » : , of 78 %. Insulation is = • red for hot water drc:ulatin • _ : s indud • heat recove units . Water flow must be restricted 10 no more than 2.5sailons per minute at 80 PS1G. • • All ducts, fittings, mechanical equipment and plenum chambers shall be rnechariic attach §d, • sealed, insulated and installed in accordance with the criteria of Section 610.1. Du Its in attics rausbbe insulated to a minimum of R -6. • • • • Separate readily accessible manual or automatic thermostat for each systems • • • • • 612.1 612.1 612.1 612.1 610.1 607.1 To • -: ca e : .ate -stri • ed oroth-: ':.Lase. • . Max. 0.3 cim/sq.ft. window area .5 cfm/sq.ft door area. Sole • • fates and penetrations through top • .: of exterior walls must be seated. TA•e IC rated with no ••:netrations two alternatives allowed). Air barrier on • erimeter of floor = • • between floors. TABLE 6C-3 MINIINUM REQUIREMENTS FOR ALL PACKAGES GENERAL DIRECTI .. • • • 1.OnTabb6C- 1 Mote tleR- of the insulation behg added to each component and the effidency levels of the equipment t .AMR•vabes and tftia 4401 lhd6lmela exCattMerittimtun val Ise • Components and etyipment rbekgaddednor,rem+r ed meibeleft flank. • ••• 2. ADDITIONS ONLY. Determine iheper of new gess to condoned bonneIntJea nasit rsTotalItsareasof g s:w n, *kV filasEidoors aran lyv k Doutleilieja orelinonlorlight • gess and add hto the prerbue total. Wfan glass in adding ex teriorwallsisbeingremovedorendosedby tieadciton,anemo equal to the total areaof glass maybe total glass Ewa. Divide the ad) glass area total by the cartionedfloor area oftteaddtion. MuNpiyby100togetthepercart Find the largest g percentageunderwhich your cakulated r:,, on 5 yivgn by the typepf ; • asp or Double pane) and the (OH) paired with a arimat no> C). Fora Oven glass type and o g, thernhireum solar heal gakm erft ed is rsecried. Petiielliais windows and doors • previousiyfn the ea rwas of the Imaged being reinstded Inglead¢itiondonuthaveto y ryreovethang and so beat isincoettclent requirememtsonTable6G2.•Alir kmtheadd mAs the rectbenwt, • for one of the oplionsin the glass percentage category yam Wales, The overhang (( is measured perpendatialy from the face of the glass to aobediently unrtethe oute st edger tisrdpettvg. • • 3.RENOVATIOISONLY. Redeemed gins needs ta meet the Mowing requirements. Any gesstype and solar heed gaincoaffident may be used for glass areas which are underat a taro foot overleaped whose bwest edge does not extend further than 8fest fromtheoverhang. Glass areas being renovated Melds not meet tflh criteria mist fe either single-pane tinted, d dear ordouble-pane tinted. 4. BUILDING SYSTEMS. Comply what new system is instilled for W n Installed. 5. Complete the Information requested on the top half of page 1. 6. Read `iAnkntun Requirements for Small AddMonsardReno Nations , Table 6C-3, and check Mimi:dableNuns. 7. Read, sign and date the `OwrertAgenr certification statement onpage 1. ° See Table 6-3, 6-7 •• • • •• • •• • U.S. DEPARTMENT OF HOMELAND SECURITY - Federal Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name RT(AARn MEINHOLD # 08 - 320 A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 360 N F 91ST ST. City State FLORIDA A3: Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 'T AND THE EAST 1 2 OF LOT 3 BLOCK 2 PB AT PAGE 101 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude:Lat. N 25 ° 51.510 Long. W 080 ° 11.393 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) b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b B4. Map/Panel Number a) b) c) d) e) f) g) 0 ■ C 093 X FEMA Form 81 -31. Fehniary 7nnR B5. Suffix Conversion/Comments N/A B6. FIRM Index Date 17 95 MIAMI BEACH ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. Date 4/8/08 SECTION A - PROPERTY INFORMATION N/A N/A NJ4. sq ft sq in SECTION 8 - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 31. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652 B2. County Name MIAMI -DADE J 7 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile FIRM ❑ Community Determined 0 Other (Describe) 3 2 B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ' 0 NAVD 1988 0 Other (Describe) B12. Is the building located In a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date 0 CBRS Q OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 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/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized N - 603 vertical Datum NGVD Check the measurement used. Top of bottom floor (including basement, crawl space, or enclosure floor ) 11.59. ® feet ❑ meters (Puerto Rico only) Top of the next higher floor N/A .® feet 0 meters (Puerto Rico only) Bottom of the lowest horizontal structural member (V Zones only) N/A . El feet Attached garage (top of slab) 10.33. n feet Lowest elevation of machinery or equipment servicing the building A/C 10.23.._. feet (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Certifier's Name ADIS N. NUNEZ Title Company Name REGISTERED LAND SURVEYOR BLANCO SURVEYORS, INC. A ddress 55 NORT HORE DRIVE Signature B7. FIRM Panel Effective/Revised Date 94 A9. For a building with an attached garage, provide: a) Square footage of attached garage 280 sq ft b) No. of permanent flood openings in the attac>Zed garage walls within 1.0 foot above adjacent grade IN // c) Total net area of flood openings in A9.b N/A sq in 10.00. ® feet 10.20, ® feet SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This s 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. ' • 0 Check here if comments are provided on back of form. • • • • License Number 5924 State ZIP Code FLORIDA 33141 Telephone (305) 865 - 1200 ZIP Code 33138 Horizontal Datum: 0 NAD 1927 B8. Flood Zone(s) X B3. State FLORIDA ® Finished Construction LJ meters (Puerto Rico only) 0 meters (Puerto Rico nix) ❑ meters (Puerto Rico on1 ❑ meters (Puerto Rioo oroly). - ❑ meters ruerto Rico on ly) • • • OMB No. 1660 -0008 Expires February 28. For Insurance Company Use: Policy Number Company NAICNumber • B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N A 0 Yes ® No ••. ® NAD 1983 • • • • • • • I Building Photographs See Instructions for Item A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and N.E. 91ST ST. d Box No. City MIAMI SHORES State FLORIDA For Insurance Company Use: Policy Number ZIP Code Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance; affix at least 33138 the instructions for Item A6. Identify all photographs with: date taken; "Front View" i stru two building "Rear View"; and, below according Rg ht and "Leff Side View." If submitting more photographs than will fit on this page, use the e w "and "Rear mew "; and, if required, "Right e Gontlnsation Page, PICTURES WERE TAKEN ON 4/8/08 FRONT VIEW REAR VIEW •••• • • •••• •••• • • • •• • • • •••• •••• • • • • •••• •••• • • •• •• • • • • • •• •• • ••• • • • •• • • • • •• • ••• • • • • • • • • • •• • • •• • • • • •• • • •• • ••• • ••• ••• • •• • • • • • •• • • • • •• • • ••• • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pittsburgh Corning Corporation 800 Presque Isle Drive Pittsburgh, PA 15239 SCOPE: MIAMI-DADE COUNTY, FLORIDA ME11 O -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, Stan: 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buldingcode 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 AH1 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 net 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. DESCRIP'T'ION: Glass Block Mortar System. APPROVAL DOCUMENT: Drawing No. A, B and C, titled "Glass Block Mortar System: 4" Thick Hollow and 3" Thick Solid GB and Generic Construction Details- Isometric Views ", sheets 1 through 3 of 3, dated 06/14107, prepared for Pittsburgh Corning Corporation, signed and sealed by Carol D. Hays, P1'.13., P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Small Missile Impact Resistant (Thickset 90 and Vistabrick Series) 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. Faili$S td • 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 , p , and f¶Udwd by the expiration date may be displayed in advertising literature. If any portion of the 1iGgis.displayed,•then it shall be done in its entirety. .... •••• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacQ&'or its •' • • distributors and shall be available for inspection at the job site at the request of the Building Fficial. • This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above., The submitted documentation was reviewed by Carlos M. Utrera, P.E. • • • • • •• •• • • • • .••• • "MOA'N°. 07:06770A Expiration Date: August 9;2412 Approval Date: August 9, 2007 Page 1 Pittsburgh Corning Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. A, B and C, titled "Glass Block Mortar System: 4" Thick Hollow and 3" Thick Solid GB and Generic Construction Details - Isometric Views ", sheets 1 through 3 of 3, dated 06/14/07, prepared for Pittsburgh Corning Corporation, signed and sealed by Carol D. Hays, Ph.D., P.E. B. TESTS 1. Small Missile Impact Test per FBC TAS 201 -94; Uniform Static Air Pressure and Air Infiltration Test per FBC TAS 202 -94 and Cyclic Wind Pressure Loading per FBC, TAS 203 -94, prepared by Architectural Testing, Inc., Test Report No. 66795.01 -109- 18, dated 06/19/07, signed and sealed by Michael D. Stremmel, P.E. C. CALCULATIONS 1. Channel and Fastener Calculations, prepared by Engineering Analytics, Inc., dated 06/11/07, signed and sealed by Carol D. Hays, Ph.D., P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Code compliance letter issued by Engineering Analytics, Inc., dated 06/22/07, signed and sealed by Carol D. Hays, Ph.D., P.E. 2. No financial interest letter issued by Pittsburgh Corning Corporation, dated 06/21/07, signed by Nicholas T. Loomis, P.E. 3. Code compliance letter issued by Architectural and sealed by Michael D. Stremmel, P.E. E -1 • • • • .... • • • . . • • • • • • .... • • • •••• •• amte .... • • .... •• . 1 I D CarlosM. Utvera. ucirtsntro1 Examiner &TO.ti No. 01- 066.40 Expiration Date: August V2012 Approval Date: August 9, 2007 PrT'fBURON CORNING GLASS BLOCK HOLLOW UNITS (NOMINAL) 4" THICK EWES PATTERNS NOMe(ALDBABNmOMe PACs THICNNISS LARGO MISSILE IMPACT RESISTANT SMALL moms MIPACI PREIMELE AMOExok (rwmmel) Gam Eyck Al Paten - trxlrx4 and e0 other amalle fpm alas 10T • (37S' for 1rx1r) • No No THICKSET• -80 AI Pldoik (I•mioal) Gores IM Waters 8'x 8'x 4' and MI War =Om Lam aims .378' No Nb THICKSET•88 AI4'Wok (u 7731) Gam Mak NI PM= Eerr x4.4rdalo8•r smeller loft Mao .73' No Yee Con be und wIlIvet harkens pMeottea above 30 ft from waft INSOLAR. AI 4'daao(nominal) Glass Bbok (•bh Yneaa) AI Mama 1M x r x Nn. and all other snake .187' No No • Glass Block Unite: 12' x 12' x 4' (nominal size) or smaller (face dimon:dons). Glass block thtcknesa must be minimum 4" nominal (3- 718" actual). Glass block units may be colored, may have throes glass Inserts (1X Inserts), may have glass Inserts with coatings (NSOL.R'm Series), and may have metallic ordde ooa6nga (Solar Reflective Coalinga), es manufactured by Pittsburgh Coming Corporation. • Mortar: Type 'V per ASTM 0270. • Reinforcement Ladder Type, 9- gauge, 2" wide with butt - welded orosavles spaced at 18" o.c., hot - dipped galvanIzed gr stainless steel, as available from Pittsburgh Coming Corporation. Placement is at horizontal Joints (only) ata Sparing of no more than 18' o.o. vertically. J4atet Placement of reinforcing for 12' x 12' x 4" (noel nal sized) glass block Is at every horizontal joint. • Panel Anchors: Hot - dipped galvanized 20-gauge perforated steel strips, 24" long by 1 -3/4' lde, gr stainless steel 22-gauge perforated Steel strips, 18' long by 1 -3/4' wide, as available from Pittsburgh Coming Corporation. Placement 18 at both lamb and head location, anchared with 010 x 1- 114' long panhead screws with #10 washers (2 per panel anchor Into wood frames) QL (1) 3118' diameter TUN KwIIk Con II (r embedment depth brio masonry or concrete) Ail Spacing to be ro more Mania" o.c. Ma',, Placement of panel anchors for 12' x 12' x 4" (nominal shed) glass block lo at every Jolt up both Jambe and acmes the head. Embedment of panel enders Into mortar joints Shall be at lead 12 Inches. • Channels: Aluminum (6083- TS2ALH) 2' x 4-1/2' x 1/8', as 'available from Julius Blau & Co., Inc. (1- 800 - 626. 8293), or equal. Placement is at both Jamb and head locations, anchored with (1) W diameter HIM Kwi k Con II (1.3y/ eelYarrme•t depth Po madbnt or � ofchte) a 16" 0.c. • • • • • • • � 1 • a • Expansion eNel: P � tj�e, i/8'Arrtcxl, a 'maws from P it sbu Comjpg Corti° on.• Placa:0 at•boM Jamb *turd had locations. •• ••• •• • • • •• • Sealant Moons type. Placed at both Jamb and head Moutons and on both exterior and Interior sides. • Asphalt Emulsion: A water -lased asphalt OMISIOOM by Karnak Chemical BUpora lto 1 - 8 1118.4234 6T qU�. • • • • • • • •• • • ••• • • • • • • • • • • • • • • 0 1 DETAIL 1 OW MMIMUM WIDTH w DESIGN PRESSURE RATING +/- 75PSP 71 PANEL ANCHOR RESTRAINT EXPANSION STRIP a SEALANT AT JAMB 8 HEAD LOCATIONS (ONLY) STEM.. MASONRY OR WOOD FRAMING MORTAR JOINTS tie TO WE (TYPICAL) 12'X12. X4' OR SMALLER GLASS SLOCK UNRS ASPHALT EAWL810N THEN MORTAR AT SILL LOCATION OW x 1 -110 LPH SCREW AND 81D WASHER OR u4 141 W EMBEDMENT HIM KWU(GOV r7 dC 18.0.0. CHANNEL rX4•u2'X ur pen 'watt) PC• EXPANSION STRIP OR SACKER ROD OR OTHER COMPRESSOR MATERIAL SEALANT TITLE GLASS BLOCK MORTAR SYSTEM: DESIGN: N.T.L SCALE: N.T.S. REV DRAWN: N.T.L. DATE: 0 6-1407 BY CHECK DATE: DATE 4'-r MAxaAUM YADTH — !RIME I �� $11U EXPANSION STRIP & SEALANT AT JAMS & HEAD LOCATIONS OCT) DESIGN PRESSURE RATING +/- 120 PSF CHANNEL RESTRAINT DETAIL 4" THICK HOLLOW GLASS BLOCK Pittaburgh Coning Corporation 800 Presque Isla Drive Pittsburgh, PA 15239 S T E WOOD FRAMING 12 x12' X4' (NOMINAL GLASS OR BLOCK UNITS MORTAR JOINTS 114' TO 3/0' (TYPICAL) ASPHALT EMULSION THEN MORTAR AT SILL LOCATION STEEL, MASONRe OR WOOD FRAMING 4- l/4' -4.1/2' CLEAR OPENING PCs EXPANSION STRIP • MINIMUM PC• GLASS BLOCS HOLLO (NOMINAL DWG. a SHEET A of • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• ••• • • • ••• • • PITTSBURGH CORNING GLASS BLOCK SOLID UNITS (NOMINAL) 3" THICK • SERIES PATTERNS NOMINAL DIMENSIONS FACE THICIW8SS LARGE MISSILE IMPACT RESISTANT SMALL MISSILE IMPACT REBISTANT VISrABRLI 8 Solid Ur1Ia AS 3'thIck (moiler) A9 Patterns e' x a' x 3' and NI other emaBer cam sties 3' (ntxnlnal) ltdak solkl unite No Yes ani1)0 used without pn:WP0110n stove 30 It from credo SPECIE • ATIONS (For nominal 3" Thtc k Salk! Glass Bkraklt • Glass Block Units: 8' x 8' x 3' (nominal size) or smaller (face dimensions). Solid glass block must be minimum 3' thick, as manufactured by Plttaburgh Coming Corporation. • Mortar: Type `S' per ASTM C270. • Reinforcement Ladder Type, 9- gauge, 1-518' wide with butt - welded aosswires spaced at 16' o.c., hot-dipped galvanized stainless steel, as available horn Pittsburgh Coming Corporation. Placement Is at horizontal joints . (only) at a spacing of no more than 16' o.a. vertically. • Panel Anchors: Hat - dipped galvanized 20 -gauge perforated steer strips, 24' long by 1-3/4 wide, statnleas steel 22-gauge perforated steel strips, 16" long by 1-3/4' wide, as available from Pittsburgh Coming Corporation. Placement Is at both Jamb and head Iocalons, anchored with 410 x 1 -1/4' long panhead e with 1110 diameter HMI Kwik Con wafter l ( wood frames) (1) 3/ 1" embedment depth Into masonry or concrete) All Spacing to be no more than 18' o.c. Embedment of panel anchors into mortar JoN1s shall be at least 12 Inches. • Channels: Aluminum (8063- T52ALH) 1 -1/2" x 4' x 1/8", as available from Julius Blum & Co., Inc. (1- 800-526- 8293), or equal. Placement Is at both jamb and heed iocatlona, anchored with (1) Ye diameter HUB Kw& Con II (1 -3/4' embedment depth Into masonry or concrete) 16" ma. • Expansion Material: Polyethylene type, 3/8" thick, as available from Pittsburgh Coming Corporation. Placed at both jamb and head locations. • Sealant Silicone type. Placed at both Jamb and head locations and on both exterior and Interior sides. • Asphalt Emulsion: A water -based asphalt emulaion, by Karnak Chemical Corporation ( Karnak 100, 1 0- 828 - 4238), or equal •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • ' • • • • 0 • • • ••• • ••• • 4'4' MAXIMUM WIDTH DESIGN PRESSURE RATING +1- 8OPBF . EXPANSION STEP & SEALANT ATJAMB & HEAD LOCATIONS (ONLY) STEEL MASONRY OR WOOD FRAMING rxrxr OR (SOLID) GLASS MORTAR JOINTS Ear TO 1/J' ASPHALT MINOR THEN MORTAR AT SILL LOCATION A ovsd as ccrn Hill) the Ae4 N G •` karml LMVkisa j By (a) P1ox 1 -114' LPH SCREWS HIE )(MOON I 4110* AND 010 HASHERS 110P p C/MANSION PC• PANE. ANCHOR PCS MOUNDS Oro X 1 -V4 LPN SCREW AND OW WASHER OR V4 X 1414° EMBEDMENT HILTIKIMK CON II 1r o.c. GRANTOR. 1-0/2' X 4 Ur (9093 TS2 ALES P08 EXPANSION STRIP OR spates OR OTHER COMPRESSIBLE MATERIAL TITLE GLASS BLOCK MORTAR SYSTEM: DESIGN: N.T.L. SCALE N.T.S. REV DRAWN: N.T.L DATE 08 -1407 BY CHECK: DATE DATE PANEL ANCHOR RESTRAINT DETAIL STEEL, • MASONRY OR WOOD PRIMING r sours UN1T STEEL, MASONRY OR WOOD FRAMING CHANNEL RESTRAINT DETAIL 3" THICK SOLID GLASS BLOCK C) ® Pittsburgh Coming Corporation 800 Presque Isle Drive Pittsburgh, PA 15239 SEALANT 9-1/T - 3.N4 CLEAR OPEJINO POO EXPANSION STRIP 1' MINIMUM PC• VISTAERD(8 r SOLID war ova* SHEET ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • •• • •• • • • ••• • • DESIGN: N.T.L DRAWN: N.T.L. Channel Restraint Detail Sealant PC° Expansion Strip Channel Fastener Well frwo*g shown taus for Illustrative purposes only. Wall taming wan be commas masons wood„ steel or any other structural surround. Angie Fastener. 44 •' 4'h• Openkg Sealant 1 i CHANNEL TYPE RESTRAINT CONSTRUCTION TITLE: 3LASS BLOCK MORTAR SYSTEM: GENERIC CONSTRUCTION DETAILS — ISOMETRIC VIEWS SCALE N.T.S. DATE: 0 8-14-07 Untel Plate Metal Angie PCP Expansion Strip 4'/0 .4'(P Cleo PC" Egranabn Strip lintel Plate Metal Angle SEE NCrE PCP Panel Reinforcing PC Glassa:ode Unit Mortar PC° Panel Reinforcing Mortar Asphalt Emulsion Sealant PCP Expansion Scrip PCP Panel Anchor • Exp. Bolts Two Per Anchor Wall framing shown here for Illustrative purposes only. Wall *mJng nen be oamete. masonry, wood, steel or wry other structural aurround. PCP Panel Anchor Sealant ,PANEL ANCHOR CONSTRUCTION • • • •• •• •• ••• • • • • • • • •• ••• •• • • • •• • • . Untel Plate PCP Expansion Strip Unter Plate sealant SEE NOTE PC' spanebn 8tdp PC" Panel Anchor PC GlaseWlodt' Unit Nam Thls dIme sloe ta determined by the atmotpeted dnaeatmn of the structural member above the glass Mask. PCP Panel Reinforcing PC GlassRtodc° Unit Mortar PC° Panel Reinforcing Mortar Asphalt Emulsion • = PITTSBURGH CORNING lttp Presque Isla OrWe Pittsbburgh, PA 1 -27 68 724427.8100 • FAX 724,787 4808 • • • • • • •• • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • • • • • ••• • • • • • • • • • •• • • • • • • • • • •• •• • • • •• • • • ••• • • • • • • • •• • • • • • • • • • • • • • • • • • •• •• • • CHECK DATE: DATE PITTSBURGH CORNING as Prague laic Drive Pittsburgh, PA 182313-2788 724427.8100 • FAX 7244874808 Pittsburgh Coming Corporation 800 Presque Isla Drive Pittsburgh, PA 15238 • RGT Industries - WinGuard Aluminum Windows PGT iftsibb Better Windows Doors • PGT Benefits • Choosing Windows and Doors • Care & Maintenance •Condensation • Hurricane Protection Options ►Building Codes Home > Tips & Resourc' Product Approvals and Certificalifffisc WinGuard Aluminum Win warranties • FAQs Product Approval:, Gl ossal) , •Links Jump to: Product Approvals uinauvn WinGuard Impact Resistant Windows Product /Configuration Certification(s) FL Design Anchorage Product Pressures pprova tnicindow (Impact, Miami -Dade NOA Picture Window & Shapes) 07- 0418.06 PW -701 Spade NOA FL 2766 See NOA 05- 1129.10 Single Hung Window See NOA (Impact) SH -700 Hori Rolles-Window Miami -Dade NOA (Impact) HR -710 ...07-0111c 09 See NOA Casement Window Miami -Dade NOA (Impact) CA -740 08- 0117.11 See NOA Home Windows Doors Porch Enclosures Tips & Resources About Us Investors Newsroom Careers Privacy Policy O 2008 PGT Industries. All Rights Reserved. Investors • Newsroom Where to Buy Contact Us http: / /pgiwinb ard.com/Pages/Main.aspx?PageID =1082 FL 243 See NOA Casement Projected Window (Impact) CA -740 Miami -Dade NOA FL 239 07- 0322.06 See NOA FL 242 See NOA FL 245 See NOA Careers Email Updates •••• • • •••• • • • •• • • • • • •• •• • •••• .. • • •••• •••• /1•••• • ort; '.•- • • • 0(3/ • • i4 • • • • • • • of 1 5/30/2008 1:52 PM • • • • • • MIAMID�ADE COUNTY BUILDJNG CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT !ndustrles, Inc. 1070 Technology Drive Nokomuts, FL 34275 SCOPE: MTAMI DARE COUNTY, FLORIDA METRO -DADE FLAOLER BUILDWO 140 mil' FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.rniamidadeaov/bwiidinecode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The dacwncntation 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 (7n Miami Dade County) and/or the AHJ (in areas other than Mtazni Dade County) reserve the right to have this product or materiai 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, mndify, 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 fnilc 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 Budding Code, including the Hugh Velocity Hurricane Zone. DESCRIPTION: Series 'HR-71O" Aluminum Horizontal Roller Window— L4/.L APPROVAL DOC1JMENT: Drawing No.412740, titled "Alum. Horizontal Roller Window, Impact' ; sheets 1 through 11 of 11, dated 02/2812006 with the latest revision "C" dated 04/1512007, prepared by PGT Industries, Inc., dated 08110/2007, signed and sealed by Robert L Clark, P.E., 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: Large Missile and Small Missile Impact Resistant LABELING: Bach unit shall bear a permanent label with the man'ufacturer's name or logo, city, state and following statement: "Mmmi -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application bas 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 nianufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically trrminare this NOA. F . to comply with any section of this NOA shall be caarse for termination and removal of 11�OA' • ADVERTISEMENT: The NOA number preceded by the words Miami Dada 1giipty. FloritI t followed by the expiration date may be displayed in advertising literature. If any per, pf the NOQ 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 manufact! tei' or its • • • • distributors and shall be available for inspection at the job site at the request of the Build C"iciaL . • ; •; This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages'E- Pitnd. E-2, a�'we1P as approval document mentioned above. • The submitted documentation was reviewed by Manuel Perez, PE. . "' • 1 bA l4o 07418. J . Expiration Date: December 21; 2'fl4 Approval Date: January 03, 2008 Page 1 • • • • • • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 --10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS I. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 1 T L -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per PBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration. Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.B. (Submitted under NOA# 06-0405.06) 3. 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmund() • • • • • Largaespada, P.E. • • • (Submitted under NOA# 06-0405.06) • • • • • • • • • • •. •. •••••• • • E -1 • L l .. •••• • • ••• •••• • • •••• • ••• • • • • • •• • •• • • • • • • • • Mamuel P • • • • Prodncb ostrol a:: nta • • NOA No 07 D Expiration Date December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC- 2004, prepared by PGT Engineering, dated 10/26 /06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for `DuPont Butadte PVB Interlayer" dated 01105/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/2212003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA#064405.06) G. OTHER 1. Notice of Acceptance No. 06-0405.09, issued to PGT Tnrliistries, Inc. for their Series "Alum. Horizontal Roller Window, Impact", approved on 12/21 /2006 and expiring on 12/21/2011. E -2 ••. • • • • • •••• • • • • •• • • • • • • •• • • • . • •.•• ••• • • .•.. • • • • • • • • • •• •• •• • ••• • • Mstibiel Perez ProducfContkol NOA No 07- 0813.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/18* IAM1 CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM PVB INTERLAYER. 8. 6' IAMI CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MUM PVB INTERLAYER. C. 8/16" LAMA CONSISTING OF (2) UTES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTAOITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7118' LAMI CONSISTING OF (2) LITER OF 3116' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7116" LAMI CONSISTING OF (1) LATE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTF_RLAYER. F. 7116' LAMI CONSISTING OF (2) LITES OF 3/18' HEAT STRENGTHENED GLASS WUH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. a 13116' LAMI 10: (1) LITE OF 118' OR 3/16" ANNEALED (MIN.) GLASS, 6/16" OR 318' AIR SPACE AND 6/18' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/18' LAMI 10: (1) LITE OF 1/8' OR 3/18" ANNEALED (MIN.) GLASS, 6/18" OR 3/8" AIR SPACE AND 8N8• LAMA CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPBAFE MAXIMUM PVB INTERLAYER, 1.13(16' LAMI 10: (1) LITE OF 1/8' OR 3/18" ANNEALED (MIN.) GLASS, 6116' OR 318' AIR SPACE AND 6/16' LAMA CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J.13/16" LAMA 1G: MIME OF 1/8' OR 3116' ANNEALED (IN.) GLASS, 3/18* OR 1/4' AIR SPACE AND 7/18" LAMA CONSISTING OF (2) USES OF 3118' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLE)CXEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI Mk (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 3/16' OR 114" AIR SPACE AND 716' LAMA CONSISTING OF (1) UTE OF 3/18' ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH A91.090 DUPONT BUTACITE OR SAFLEXXEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16' LAMA 10: (1) UTE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 3/18' OR 1/4' AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPBAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: a CLO, 3. DESIGN PRESSURES: (SEE TABLES. SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130002. 4, ANCHORAGE: THE 33 1/3% STRESS INCREASE MIDI BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS, 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4868, FTL•4888 AND FTL -8330. ELCO TEXTRON NOA: 040721.01, 03. 0226.08 ANSI/AF&PA NDS -2006 FOR WOOD CONSTRUCTION • • • • • •• • ADtO 200! • • • ALUrIIN!M QE�S1t3N MANUAL. • • 8 eiIS FR> 1C1IMI BkEN,DE111lt 84TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CL4tFjF �040 THE HIGH VELOCITY ® HUUVRIGANE Z8ANE4(HVNI2), • • • •• ••• •• • • • •• ;. ••, "l `c ... :.1 +1.'S ••• • • • • • • • • •• • • ADD I41,-8330 TO NOM 'atria NOTE 8 TO CU T. RRENYEM CHAN08140AS181 E130042 • • • AOE 81M NO 1. 16Ott REF. NOTE 71 NOTE 8 3123%08 • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • 070 TECIiNOLO3YDRIVE NOK MIS. FL 3427E P.O. 3QX 1820 NOKOUS& FL 34274 rd GEN ERAL Ntyre ALUM. HORIZONTAL ROLLER WINDOW. IMPACT Vistb/ Bmtter X10 NTS 1 a 1 I C NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS.— . . .... 4 VERT. SECTIONS......._ 6 HORIZ. SECTIONS 6 PARTS UST...-. ............ 6 EXTRUSIONS 7 CORNER DETAIL 6 ANCHORAGE. .. 8-11 PRODUCT REVISED its complying with out Fladd2 Euikin0,0a . Aaapica oNo d Supknkm Dats 1/2' NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1 fir ANNEALED OR HEAT STRENGTHENED GLASS 5116" NOM. 5116" LAMINATED GLASS •• • • • • •• 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 6116' OR 3/8° AIR SPACE 1/8' OR 3/16' ANNEALED (MIN.) GLASS ••• • • • • • 13 NOM. • 18116" cL4SS W/ 5/16' LAMI • ••• •• • • • •• 1 1/2' NOM. GLASS BITE 1 63,64,6 3/16' ANNEALED OR HEAT STRENGTHENED OLASS .090 SOWTIA OR DUPONT PVB INTERLAYER ▪ • 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16" LAMINATED GLASS 1/Z' NOM. GLASS SITE — + — 3/16' ANNEALED OR HEAT STRENGTHENED GLASS + — .090 SOLSITIA OR DUPONT PVB INTERLAYER 3116' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED -- 3116' OR 1/4' AIR SPACE 1/8' ar 3/16" ANNEALED (MN.) GLASS 13/16' NOM. 13/16" LAMI 10 GLASS W/ 7/16" LAMI' C ] EXTERIOR INTERIOR[ (ALL SECTIONS) t'RODUCTREVISQD mmM1l"e wild iIm Florida HUldtug Cork Aac o, Iratloa DaOo Re"M1111 0d: ReaaAia by FAG* 4(16107 c • NO C aE mIj r • • • RMepr 0•e • R*, r,, F61C 0041•08 S NOCHAAO97M.srear • • wean• 041. • R.w kat• ■ • N � • K.• 6 A e4EAAIR•1PACE �'M. TO �: "� Ri =A8.8 97s V ari•'SJ• 9 • K. 2 & V6 J.J.. 32/98 1070 'TECHNOLOGY DRIVE NOKOMIS, R. 34778 P,O. 99X 1E2E MOXOMR!, Pi.34274 1?rtb4 Barran GLAZING DETA/LS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Ouliolaot RRSi0 Full) 2 • 11 I 4127 =10 C Ro riL0atk.P,E PE 538712 Structural ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • •• 000 • • • 0 0 0 • • TABLE 1. XOX (1/4412,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 60 5/8" 64" 80" 63" 84" A,B,G,H +80.0 -60.0 +60.0 -80.0 +80.0 -80.0 +60.0 -60.0 +60.0 -80.0 +80.0 -60.0 +60.0 -80.0 +60.0 -80.0 98" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 . +60.0 -60.0 +60.0 -80.0 +80.0 -60,0 +58.8 -58.8 +56.2 -58.2 108 3/8" A,B,G,H +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -80.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -80.0 +60.0 -80.0 +80.0 -60.0 +60.0 -80.0 +60.0 -80.0 +60.0 -80.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 LIP TO 111" C,I +80.0 -60.0 UP TO 111" D E'F' JKL , , +78.0 -76.0 • • TABLE 2. XOX (113,1!3,1!3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP 70 63° TO 86 7118" A'B'C' G,H,1 +80.0 -60.0 TO 86 7/18" D,E,F, J,K,L +76.0 -76.0 . • TABLE 3. OX AND 4511 FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 28" 36" 38 3/8" 48" 80 5/8" 54" 80" or 60" A,B,G,H +76.0 -76.0 +76.0 -75.0 +75.0 76.0 +76.0 75.0 +75.0 -75.0 +75,0 -75.0 +76.0 -75.0 +75.0 -75.0 Pr- •' "°anVID eat AC le mcdoblorgln •• 60" A,B,G,H +75.0 -76.0 +75.0 75.0 +76.0 76.0 +75.0 _45.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74,2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75,0 -75.0 +75.0 -76.0 +76.0 V -75.0 +69.6 -89.8 +65,2 -65.2 _ 74" A,B,G,H +75.0 -75.0 +76.0 -75.0 +76.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -88.1 +83,8 -83.8 UP TO 74" C,D E,F, I,J, K, L +75.0 75.0 E % r ! < ' ' " "' GLASS TYPES: TEST REPORT F11.-4858 (X.04, FTL -4859 (OX& XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/18: LAMl..41 /81' Ar, .0981/8' 1 • • • C. 5 /?8" LAMI -114146, 6901i1/0' H6) • D. 7/161 iAMI: {3/1 A , .f1 013/36 "�4) • • • E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/18" HS, .090, 3/16" HS) G. 13/16" LAMI IQ -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) H. 13116" LAMI 10 -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI- (1 /8"A, .090,1 /8 L 13/18" LAMI 1Q -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"HS, .090,118 "HS) J. 13/18" LAMI 13.1/8" OR 3/16 ° A, 3/16" OR 1/4° SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI 13-1 /8" OR 3/16 "A, 3118" OR 114" SPACE, 7/18" LAMI - (3/16"A, .090, 3/16"HS) L 13/16" LAMI I0 -1 /8" OR 3/18 "A, 3/16" OR 114" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16118) I & 30 i • • ur 3RAt PlNep ZfiDArnasrue 1$O 0a 0Pa 070 TearmaooY nave NO1IOMIS. FL 4276 P.O. aqx Teas NO1fOM19, F1,347 V/ttbly 8atrer' S IGN PRESSURES ALUM HORIZONTAL ROLLER WINDOW, IMPACT _ �� '/ / Roden L Clerk, P.E. PE 039x12 Structural A 1Gf� &ACE ells JgrcoreAB TYPES a THRu L FTC IIdF � a "11/4." HR710 mm NTS are 3 . 11 oa 4127 -10 w" C . • • • • • • • • • . • • • • ••• • • • • • • • ..• • • • • • • • • • • • • • • • • • ••. • • e "re MMft i!L • •• • • 27 38' MAX DLO VENT • • 573/8' MAX. DLO ALL LCI'ES VA• F C 22&56 ,IJ, rasa 64 5118• MAX. DLO FIXED 111" MAX. WIDTH FLANGE FRAME • • • • • • •'••• • • • • • • • • • 33 8/18' MAX DLO FIXED • DETAIL B - XOX (1/4 -1/2 -114) 33 8/18" MAK DLO VENT • • • • • • ,•• • • • • • i 4 1 9 : 73 41417G WIDTH I.F. FRAME • • • • • • *4" MA K, WIDTH FRAME DETAIL A - cos OR Xb mow, nQd�j/�lTM r F r.15fd4eN ONSAND C RNER _do 410 twaGE rfiNLIZET NO Et4Roem4 r • • • • • • • • •• • 110' MAX WIDTH LF, FRAME 63" MAX. FLANGE FRAME ALL. COMM. MAX. DLO ALL VENTS 6? MAX. I.F. FRAME ALL CONFIG. 070T801.177a.00YORN6 N000MIS, PI. 0421& P.O.OQX 1676 NOKohts, PL 30274 8 Viably Bettor 27 3/8* +— MAX. DLO VENT 27 3/8" MAX. DLO FIX D 86 7/18• MAX WIDTH I.F. FRAME--I 6 7/18' MAX WIDTH FLANGE FRAME NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. ELEVATIONS DETAIL C - XOX (1/3- 1/3 -1/3) SEALANT OR GASKET AT HEAD AND SILL VIEW D-D (FRAME CORNER CONSTRUCTION) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT &40.4.1. a wa • o rtuo,o,, mina I N75I 4 d 11 4127-10 C 77 f•"fl.EYISuD :'... erg � rmlon DIU D /// • • • ttCTTo - . • � t l f SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) MAX FIXED DLO --+-1 MAX PENT DLO MAX WIDTH (If. FRAM EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN. FRAME) MAX HEIGHT FLANGE FRAME FA." woo o • AD D Itr7�$R4L FPd +B, / 4Y,42 AND 43 Arm VIEWS. iir .: • . > • MIMS e• n:aaRA,ve• r . . wyr Ot+ 'Y • •.aenr4 • • 6N9/D61 'JPAMOUT7�SVitt • FA. 1148108 J.. t MPS I ll • • • • • • • ••• • • • • • • • • • • • • • •• • • • •' • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR EXTERIOR INTERIOR 1O7Q rearINCVAZY DMZ xoxoama.PLICOS F�. ttDO 8.342/4 4+-- MAX. FIXED DLO MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) ZW SONS ALUM. HORIZONTAL, ROLLER WINDOW, IMPACT eme o J Hal , 5 d If l Ik' 4127 -10 1 C PRODUCt'REVISM) eo rtapiyina wild Ado Ms zida . % Cade Aervi::dv Na boom Onto A7 RobOAL C{sfA P.E. PE PO i2 8huot,ii J TIM DWG,/ 1 4102 A 2 4025 3 4 4053 6 4136 7 4137 8 4131 10 71298 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 38 39 40 41 42 43 50 51 52 53 54 55 56 59 1626 4002 4134 1155 4110 4054 4066 4105 1683 225-1 226 4128 4006 985 DESCRIPTION FIANGEFRAMEHEAD SASH STOP (STD.) (AMT LIFT CUP) #8 X3/4 PH. PAN HEAD SASH STOP COVER (SASH STOP) FLANGE FRAME SILL SILL ADAPTOR ROLUIRTRACK WEEP HOLECOVER ADHESIVE OPEN CELL FOAM PAD A FLAN(16PRAMEJAMB GASKET FOR MAIN FRAME SILL JOINT #8 X 1.000 QUAD PN. SMS O SCREBNADAFDDR B FIXED MEETING RAIL WSTP,.187 X .230, FIN SEAL SASHTOP & BOTTOM RAIL WSTP .250X .270 BACK, PIN SEAL ROLL$RHOUSINO& GUIDE BRASS ROLLER WHEELS HORIZ014TALR01 !SASH TOP GflDE D SA SH MEETINORAIL 1235 W STP,.170 X .270 BACK, FIN SEAL 1096 SWEEP LATCH 1016 #8 X.625 PH. FL Ma 4126 SASH SIDE RAIL 1683 WSTP.,.250X 270 BACK, FIN SEAL 7070 BULB WEATHERSTRIP .187X.275 11F P RAILOOVER CAP 4139 1.F. FRAMEHFAD 4140 LF. FRAME SILL 4141 LP. FRAMEIAMB GLAZING SILICONE, DOW 899, 995 ORBQUIVALENf 1224 VINYL GIAZINGBSADBULB(THICK) 1225 VINYL G1AZ1N0 BEAD BULB (THIN) 4039 13 GIAZINGBEAD -5/16" 4044 B GLAZING BEAD -5/16" W /ORILLKTT 4222 A GIAZINOBEAD -7/16" C GLAZING BEAD -7/16" W /GRILLKIT 4067 GL.AZI IG BEAD - 13/16" 60 QI,Ass • 4 J6 "J.A�11 " A, A) 61 • " 36".41 : 1 A ITS) 62 • " 6" 4711 88'8H91 110 PVL ,1/8" HS) 63 , , •" „A 0411 UP A. A) A116" A) 64 " 7/16" IAMIS3/16" A, .090PVB, 3/16" HS) 65 " 7116 "LAM16" HS, .090PVB,3 /16"HS) FA 2 4m J.J. 8178/09 • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • • ••• • • • ••• DJ1 9 41, 4213 b. • • • • • • • • • • • • • • •• • • IVIAT'L PGT# 6063 -T6AL • 612237 6063 -T5AL 612244 6063 -T5 AL 7834AA 6063 -T6 AL 64136 6063 -T6AL 64137 6063-T6 AL 64131 POLYPROP. 71298 7PAD1626 6063 -T6AL 612225 6063 -T5 AL 606311D -T6 AL 6063 -T6 AL 6063-T6 AL 6063 -T6 AL 74134W/1( 78IPQA • 641100 64054A 6406601 6063 -T5 AL 612240 6168301 4211211D BRASS 7BRWM2 POLYPROP. 4412814 6063BS -T6 AL 64006 67S160 D18.CAST 71096 7858 6063 -T5 AL 64126 616830 67070K 74078 "C" LORR 64139 64140 64141 6TP247W,1( 6AP248K 6063-T5 AL 6403913 6063 -T5 AL 644703 6063 -T5 AL 64222 6063 -T5 AL 6985 6063 -T5 AL 64067 10701$CF9IOLOOY DRIVE 140721528, EL 04276 P� X1ffi9 7R80T/4 93 1073 94 1624 95 1635 96 SCREEN ITKVI DWG# DESCRIPTION MAIL PGT# 66 0LASS,13/16" IAM110•1/8 "A, 3/8"A1R SPACE, 5/16" LAM1 (U8"A, .090 PVB,, /8"A) 67 " 13/16" IAMI 1041/8 "A, 3/8° AIRSPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/89HS) 68 13/16" LAMI 101/8 "A, 3/8" AIRSPACE, 5/16" LAM1(1/8"HS, .090 PVB,1 /8 "HS) 69 ▪ 13/16" LAMII0- 3/16 "A, 5/16" AIRSPACE, 5/16" LAMI (I/8"A, .090 PVB, 1/8"A) 70 13/16" IAMI 10.3/16"A, 5/16° AIR SPACE, 5/16" IAMI (1/8"A..090 ?VS, 1/8"116) 71 " 13/16" IAMI IG3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PV8, /8"HS) 72 " 13/16" LAMI IG1 /8 "A,1/4" AIRSPACE, 7/16° IAMI (3/16"A, .090 ?VII, 3/16"A) 73 " 13/16" LAMI IG.I/8"A, I/4" AIRSPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16 "HS) 74 " ans. LAMI10-118"A,1 /4" AIRSPACE, 7/ 16 " LAMI (3/16 °11S,.090 PVB, 3 /16"HS) 75 " 13/16" L.AMI10.3 /16"A 3/16" AIRSPACE., 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 76 " 13/16" LAMI IG3 /16 "A, 3/16" AIR SPACE, 7/16" IAMI (3/16 "A, .090 PVB, 3/16 "HS) 77 ° 13/16" IAMI 10-3/16"A, 3/16" AIRSPACE, 7/16" LAMI (3/16"HS,.090 PVB, 3/16 94S) 90 1014 SCREEN FRAME (HOR & VFR.) 31054314 AL 91 1630 SCREEN CORNERKEY WRINGS POLYPROP. 92 1631 SCREEN CORNER KEYW /OIJFRINGS POLYPROP. SCREEN SPRING SCREEN SPLINE -.135 DIA. FOAM SCREEN SPLINE- .135 DIA. HARD 1 2.764 1.968 I.F. FRAME JAMB A, 44141. 6063-78 2.824 2.710 41 I.F. FRAME HEAD ® 44139, 8083.78 .-�- 710 CA 64140, 8083 FRAME SILL .78 STST. EM PVC DA PVC CLDTII t__ T PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT VJtfbb Btt °W#wr amlm ewu 7,.1 rrR710 � NTS� s d 11 � arar -rn I C PRODUCT REVISED as omnp+fing 105111115 Florida 11254000105.10 A254100240 No /4. 4 CIA, P.E. PE 030712 Structural ••• • • • • 4 73 O FLANGE FRAME HEAD 04102A, 8083-78 -+14+ -082 .490 LL I-- 1.451 --1 J O SASH STOP 44025, 8083 45 21 SASH TOP & BOTTOM RAIL 34133,8003•T6 050 • • a1 p6B • • • • • • • .. I kKis BEAD 46/18" • • • - wAQ34BT • • •• •••NiRW /ORI • -•• •KK *1307 • mar. R•e • RN•tie 'Ma 4011iOB• 0 • W.. t. • R ttoor FX St43N8 A • oo ly: die r! d,eRy FJt, 29841E JJ. OETHIS8H!!ET • • ▪ 0841139HEET• • • • •. • • Ca1WOE7MS9118Er • 1+-2110—j O FLANGE FRAME SILL 44136, 6063 -T6 O HORIZ. ROLLER TRACK 44131, 8083 -78 I +-- �7 h 1.081 32 2 SASH MTG. RAIL #4006D,8083HS -T6 .w� 1.096— f�- --►{ T 0 55 GLAZING BEAD 7/16" 04222.., -T8 n FRAME SILL ADAPTER T 84137, 6063 -76 17 FIXED MEETING RAIL #4054 -TB 1.549 .291-4 — SASH SIDE RAIL 44126, 8083 -T5 1.1154. - --- d-I 1 GLAZING BEAD, 7116° 49650, -76 (USED W/ GRILL KIT) II 738 l '1.443 - ..1 O SASH STOP COVER 44 -75 f-.05 .878 1.098---+ --.-4 53 GLAZING B, 5/16" 440386,6003 -T5 .883 -080 GLAZING BEAD, 13/16" 44087, 8083 45 1070 T60 NO1.00Y DR5E p imi EXTRUSIONS NOKAMIS, - - .--. ;WM. HORIZONTAL ROLLER WINDOW, IMPA NOKO#IIS. Pt 3127A v/srb& Better N � Half 7 + 11 4127-10 C 13 FLANGE FRAME JAMB 94002A, 6063-T6 PRODUCT RBWSED es westing with the Plocida Sulldios Cads Am:wawa No ExpIrsdon DMA 87 r' / Robert L. CI* P.E. PE 635712 Structural • • • • • • • • • •• •• • • • • t•• • • • • • • • ••• • • • • • • • • • • • • •• •• • • •• • • ANCHOR QUANTITIES, XOX (114 - 1/2.1 /4)WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 -1/4° ELCO 8S4 CRETE -FLEX 3 -812 STEEL SCREWS (05) ANCHOR TypE) CLASS TYPES A,S,C.0,H.I GLASS TYPES D,E,F,J,K,L 2,3, WOOD Z CON[ 1, CON[ 2,3, WOOD 2, CO N[ 1, CON[ &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW 817E W v II HEAD & SILL 2 2 HEAD & SILL $ 1 HEAD & SILL 1 HEAD & SILL 1 HEAD & SILL 1 HEAD & SILL g4 2. GLASS TYPES: A 6116' LAMI - (1/8" 0,.080,118" A) 4 B. 8118' LAMI - (1/8' A,.090,1/8' HR) 53,1252 38.375 48000 60.825 54.010 84000 83.000 1+02 +1 +02 +1 2 1 +02+1 +02+1 2 1+02 +1+02 +1 2 1+02 +1 +02+1 2 1+02+1 +02+1 2 1 +02+1 +02+1 2 D. 7/16' LAMI - D. 7116" LAMI - (83/ (1'89.00,1/118° N.090, 9O, 3111 6° A) 1 +02+1 +0241 3 1 +02+1 +0x+1 3 1 +02+•1 +02+1 3 1+42 +1 +C2+1 3 1 +02+1+02 +1 3 1+02 +1+02 +1 3 E. 7/18' LAM- (311 HS) F. 7118' 1+02+1+02+1 3 1 +02 +1 +02+1 3 1+02+1 +02+1 3 1 +02+1+02 +1 3 1 +0241++02+1 3 1+02+1+32+1 L AM - (3118" HS 9 L IG -1/8 " 3, Mr H8) 2. 13518" O OR R 388' A, B118 OA 918° SPACE, 5I18' LAMI - (1/8° 0,.090,1/8 ° A) 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1+02+1+02+1 3 1 +02 +1+02+1 3 1+03+1+02+1 3 1 +02 +1 +02+1 3 H.13/16 LAMI 10 -1/8" OR 388' A, 5//18° OR 3!8' SPACE, 8/18' LAMI - (1/8' A,.080,1/8' HS) 1+02+1 +02+1 3 1 +132 +1 +02+1 3 1+02+1+02+1 3 1+42+1 +132 +1 3 1+02+1 +02+1 3 1+02+1 +02 +1 3 L 13118' LANG 10 -118' OR 3/18' A, 6/18' OR 318' SPACE. 6/18" LAMI - (118' H8a090,1/8' 118) J.13/18 LAMI 10.1/8' OR 3/16 A, 3/18° OR 1/4 SPACE, 788' LAMI • (3/18" A,.090, 3118' A) 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1+02 +1 +02+1 3 1+02 +1 +02+1 3 1 +02+1 +02+1 3 1 +C3+1 +03+1 3 K 13/18' LAMI IG -1/8' OR 388' A, 3/18' OR 1/4" SPACE, 7118' LAMI - (3/18" A,.090, 3/18" HS) 80.000 x 38.375 48.000 80.825 54.000 80,000 83.000 1 +42 +1+02+1 2 1+02+1+02+1 2 1 +02+1 +0x+•1 2 1+02+1 +02+1 2 1+C2+1 +0:2+1 2 1+02+2 +02+1 2 L 13/18" LAM110 - 118 3118' A 386° OR ild' SPACE, 7/18" LAMI - (3/18' H8,.0�, 3/18° H8) 1 +02 +1 +02+1 3 1 +02+1+42+1 3 1 +02+1 +22+1 3 1 +02+1+02 +1 3 - 1+02+1+02+1 3 1 +02+2+03+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02+1+0241 3 1+02+1+02+1 3 1+02 +1+02+1 3 1+C2 +1+02+1 3 1 +02+1 +02 +1 3 1+02 +2 +02+1 3 DIMENSIONS. FOR WINoOW SIZES NOT SHOWN, 00 TO NEXT LARt3ER WINDOW 141 TABLE 1 +02+1+02+1 3 1 +02 +1 +02 +1 3 1 +12+1+02+1 9 1+02+1 +0411 3 1 +02+1+02+1 8 1+02 +2+02+1 3 HEAD & SILL: 10112' MAX. ON EACH BIDE OP MEEI840 RA{L CENTERLINE. 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1+02 +1 +02+1 3 1+02+1 +02+1 3 1+02 +1 +02+1 3 1 +03+24.03+1 3 26314 FROM CORNERS. JAMBS: 9' MAX FROM CORNERS AND 2212' MAX O.C. 1+02+1+02 +1 3 1 +02+1+02 +1 3 1+02+1+02+1 3 1+02+1 +02+1 3 1 +02+1 +02+1 3 1 +03+2 +03+1 3 TABLE KEY: 7.1.000 9 38.315 48.000 50.525 64.000 80.000 83.000 1 +02 +2+02 +1 1 +02 +2+02+1 2 1+02+1 +02+1 3 1+42+1+02+1 2 1+02+2+02+1 3 1 +02+2+02+1 2 1 +02+2+02 +1 3 1 +02+2 +02 +1 2 1+02 +2+02 +1 3 1 +02+2+02+1 2 1 +02 +2+02+1 3 1+02 +2+02+1 2 2S Q 3 r 3 11+03+4+0 +1) 3 1-*— —ANCHOR QUANTITY PER JAMB I HEAD AND SILL ANCHOR QUANTITY. 1 +02+2 +02+1 3 1 +32+1+42+1 3 1+02+2+02 +1 3 1+02+2 +02+1 3 1+02 +2+02+1 3 1 +02 +2 +02+1 3 1+02+2+02+1 3 1+02+1+02+1 3 1+02+2+02+1 3 1+42+3+02+1 3 1 +02+2+02+1 3 1+03+2 +03+1 3 ACLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +02+2+02 +1 3 1402+1402+1 3 1 +02+2+02+1 3 1 +132 +2+01+1 3 1+02+2+02+1 3 1+0312+03+1 3 ANCHOR AT EACH OPERABLE VENT 1+02+2 +02+1 3 1+02 +1+02 +1 3 1 +03+2+03.1 3 1 +03+2+03+1 3 1+02+2+02+1 3 1 +03+2+03 +1 3 PLUS (4) ANCHORS AT FOXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL 84.000x 38315 48.000 50.626 54.000 80.020 89.000 1 +02 +2+02 +1 2 1+02 +2 +02+1 2 1+02+2+02+1 2 1 +02+2+02+1 2 1 +02 +2+02+1 2 1 +02+3+02+1 2 1 +02+2+02+1 3 1+02+2 +02+1 3 1 +02 +2 +02+1 3 1 +02+2+02 +1 3 1+02.2 +132 +1 3 1 +03+3+03+1 3 (3' MIN. O.C. ANCHOR SPACING) 1 +02+2 +02+1 3 1 +02+2+02 +1 3 1+02+2+02+1 3 1 +02+2+42++1 3 1 +02+2+02 +1 3 1 +03+3+03+1 3 1 +02+2+02+1 3 1+02+2+02+1 3 1 +132+2+02 +1 3 1+02+2+02+1 3 1 +02+2+02+1 3 1+04+3+04+1 3 28 3/4'x. -- +- 1)•• -3' MIN. 1 +02 +2+02+1 3 1+22+2+22+1 3 1+03+2 +03+1 3 1+03+2+03+1 3 1+02+2+02+1 3 1.04+3404+1 3 va LCfl W 0 es en ec•a0:i ••ns ,vltb kb 1ha IrlOilde Leila:vd C:o Aa w earan - f � .0 „„ , .;, y . "' t 141 3 1 1 1 1 1 ;{ 1 1+C2+1+03+2+02+1 3 1+02+2+02+1 3 1+03+24403+1 8+1 3 1+0304+03+1 3 1+02 +2+01 +1 3 1 +136 +34.0.4 +1 9° REF. 3 7'�' ., Q 3 108.375x3&378 Egiggg g4gatge x V 1 +02 +2 +02 +1 2 1 +02+2+02+1 2 1 +02+3+02 +1 2 1.02+3402+1 2 1+02+3+02+1 2 1 +02 +4+C2+1 2 j �� 1 +02 +3.02+1 3 1+02+2+02+1 3 1+03+3+03+1 3 1 +03+3+03+1 3 1 +02+3+02 +1 9 1+03+4+03+1 9 MTG. RAIL, TYP.— 1+02+3+02+1 3 1+02+2+02+1 3 1+03+3+03 +1 3 1+03+3 +03+•1 3 1 +03+3+03+1 9 1 +03+4+03 +1 3 EXAMPLE CLUSTER W/ QTY. OF 131 ANCHORS 1+03+3+03+1 3 1 +02 +2+02+1 3 1+03+3+03 +1 8 1+03 +3+03+1 9 1 +03+3+03+1 9 1+04+4+04+1 3 (SHOWN IN TABLE KEY ABOVE) 1+03+3+03+1 3 1 +02+2+02+1 3 1 +04+3+04+1 3.1 +04+3 +04+1 4 1+03+3+03+1 3 1 +04+4+04 +1 3 1+4•,3+3+03+1 3 1+02+2+•02+1 3 1+04+3+04+1 3 1+0 4+3+04+1 24+ 4 1+3+04+1 3 1+05+4+05+17 — 25314° MAX + - 1 12'TYP. � . � ttt. x iiS 48.000 • 60.821! •• 64,093+ 60.030 63.000 x 14 1 4 CJ 4 ' 1+ + +132+ a a 1,Z 1+G2+g+tx+1 2 1+02 +3+02 +1 3 1+0L +3+02+1 2 1+62+4+42 +1 2 { • +t>2 • 41444 1 3 1 +03+3+03+1 3 1+09+3+03+1 3 1 +02 +3+02+1 3 1 +03 +4+03+1 3 9 , R L EF j 1 1 0 4 1 6 /0 07 ROhed L Clerk, PS. PE93BT12 Structural +01¢+30 i • 3 11214224 i 1+03+3 +03+1 3 1+03 +3+03+1 9 1 +03+3+03+1 3 1+03+4+03+1 3 O 3 41+C3+8.C3 +1 '3 1+112+24C241 3 1 +09 +3+03+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +04+4+0,4+1 3 '��" ' ^�--� 1 +03+3+03+1 3 1 +02 +2+02 +1 3 1 +04 +3+04+1 3 1 +0443 +04+1 4 1 +03+3+03 +1 3 1 +04+4 +04 +1 3 MTG. RAIL,TYP. 1+03+3+03 +1 3 1+22 +2+02 +1 Itoitak rR•rome sElE 3 1 +04+3+04 +1 trl • v Es us so 3 1+04+3+04+1 ANOHOR CAP, AOJ. 4 1+04 +3+04+1 3 1 +05+4+0x+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS S' Virtb(T Better ° ` ANCHORAGE SPACING XOX (1/4-1/2-114) „• IRK* __ 0. 4011084 k „,.,,,, • . • 020T0,0,00•00Y DRAM 8• 0N04492FOONA7•HEAD a 85LL GYUSTRRS NOKOA118,FL342T8 ,*w FA 114 • , &60 418 m a x • • • • 4 • • SPAC:EOGGINSEONS MSc TYPES G THRUL. P.0. 1323 ALUM. HORIZONTAL gO' Mtr10 NTS ROLLER 8 0 11 WINDOW IMPACT N. •1t GAM 0ja NC. Pad 2/2345 mom 0i . 1 - NdCOI,U3,R,84274 . J-J. 9119/08 mom 4127 -10 C • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XOX (1/3.113113) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1.1/4• ELCO TAPCONS 2 -1/4° ELCO 884 CRETE -FLEX 3 - #12 STEEL SCREWS (06) ANCHOR Dam & SUBSTRATE GLASS TYPES A,B4O,H GLASS TYPES C,D,E,F,LJ.K, L 2,3, WOOD 2, CONO 1, CONG 2,3, WOOD 2, CONC 1, CONG ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE yAf tt B HEAD & SILL I HEAD & SILL -, HEAD & WU HEAD & SILL i HEAD & BILL HEAD & SILL 2. GLASS TYPES: A 5/16" LAMI. B. 6/18` LAMI - (1/8" 118" A,.0B0,1/8" A) A,.000,118" HS) (118° HS „080,1/8” H8) A) (3118" A . . 0 9 0 , 3/18' 14 (3/18" A,.080, 3116 HS) H$,.010, 3M8' H8) 1+02+1402+1 2 1 +02 +1 +02 +1 2 1 +02+1402+1 2 1 +02+1+02 +1 2 1 +02 +1 +02 +1 2 1+02 +1+02+1 2 C. W16' LAMI - 1 +02+1 +02 +1 3 1+02+1+02+1 3 1 +02+1+02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1+02+1+02 +1 3 E. 7118" LAM - E. 7/16' LAMI - 1+02 +1 +02+1 3 1 +01 +1 +02 +1 3 1 +02+1+02 +1 3 1+02+1 +02+1 3 1+02+1 +02+1 3 1 +22 +1 +02+1 3 F. 711 8' LAMI - (3/18" 1+02 +1 +02+1 +I 3 1 +02+1 +02+1 3 1 +02 +1+02 +1 3 1 +02 +1 +02+1 3 1+02 +1+02 +1 3 1+02+1 +C2 +1 3 G.1311 B' LAMI G - 118" OR 316" A, 5/18' OR 3/8" SPACE, 5/18" LAMI - (1/S° A„090,1/8' A) 1 +02+1+02+1 3 1 +02 +1 +02+1 3 1 +02+1+02+1 3 1+02+1 +02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 H. 13/16" LAMI (0 -118' OR 3/18" A, 8/16' OR 318" SPACE, 8118" LAMI - (1/B' A,.080 1/W HS) I. 13/18' LAMI 10 1/W OR 3118" A, 6/18" OR 318° SPACE, 5,18' LAMI H8,.090,1/8" 0422 *1 +02 +1 3 1+02+1+02+1 3 1+02 +1 +02+1 3 1+02 +1 +C2+t 3 1+C�+ 1402 +1 3 1+03+1+03+1 - - (1/8" HS) 3 J.13/16" LAM(IG -1/8' OR 3/18" A, 3118" OR 114' SPACE, 7/18' LAM! - (3116° A,.020, 3/16" A) 53.125x 3&375 1 +02+1 +02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1 +02+1+01 +1 2 1 +02 +1+02+1 2 1 +02 +1+02+1 2 IL 13/18' LAMI IG -1/8' OR 3/18" A, 3/16 OR 1/4" SPACE, 7/1 LAMI - (3/1 A„090, 3118" HS) 48.000 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +02+1+02+1 3 1+02+1+02+1 3 1 +02+1+02 +1 3 L 13/16' LAMI IG -1/8' OR 3/16" A, 3/10" OR 1/4' SPACE. 7/18" LAMI- (3118" H8,.080, 3118" HS) 52826 1+02 +1 +02+1 3 1 +02 +1+02 +1 3 1 +02+1 +02 +1 3 1+02 +1 +02+1 3 1+02+1+02 +1 3 1 +0241 +02 +1 3 3. WINDOW ANCHOR OUANTIITES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING • 84.000 1+02 +1 +02+1 3 1 +02 +1+02 +1 3 1+02+1+02 +1 3 1+02 +1 +02+1 3 1 +02 +1+02 +1 3 1+02+1+02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE 60.000 1+02 +1 +02 +1 3 1 +02 +1002+1 3 1+02+1+42+1 3 1+02 +1+02+1 3 1+02+1'402+1 3 1+03 +1 +03+1 3 83.000 1+02 +1 +02+1 3 1 +02+1 +02+1 3 1+02 +1 +02+1 3 1+02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03+1 9 HEAD & SILL 101/2 MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE " MAX. CM CORNERS 80.000033.376 1+02+1 +02+1 2 1+02+1 +02+1 2 1+02+1+02+1 2 1 +02 +1 +02 +1 2 1 +13 2 +1 +02+1 2 1+02 +1+02 +1 2 JAM68 M : 9" MAX. FROM CORNERS AND 2212' MAX. 0.0 48.000 1+02 +1 +02+1 3 1 +02+.1 +02+1 3 1+02+1+02 +1 3 1+02+1+02+1 3 1 +02+1 +02+1 3 1+02+1+02 +1 3 TABLE KEY: 82828 1+02+1 +02 +1 84.000 1+01+1+02+1 3 1+02+1 3 1+02 +1 +02+1 3 1+020+02+1 3 1+02+1+02+1 3 1+02 +1+02+1 3 1 +02 +1+02+1 3 1 +02+1 +02 +1 3 L 1 +02+1 +C2 +1 3 1+02+1 +02+1 3 1+03+1+03+1 3 X 0 3 I1+ 3 +1+C3 +1I 3 1^+-- ANCHOR QUANTITY PER JAMB FBOAt+C7 LiEVISHD an cvmptyh� with the Iloilo isuikUa4 Coils aaoa , JD 80.000 1+02 +1+02 +1 3 1+02 +1 +02 +1 3 1 +02+1 + 3 1 +02 +1+02 +1 3 1+02 +1 +02+1 3 1 +03+1 +03+1 3 }OEAp 83.000 1 +02+1 +02+1 3 1 +02+1+02+1 3 1 +02+1+02 +1 3 1 +03+1+03+1 3 1+02+1+02+1 3 1+03 +1 +03 +1 3 AND SILL. ANCHOR QUANTTTIE3 1+02 +1+02+1 2 1+02+1+02+1 2 1 +02+1 +02 +1 2 1+02+1 +02 +1 2 1+0241 +02+1 2 1+02+1 +02+1 A CLUSTER OF (3) ANCHORS CENTERED 2 ON EACH MEETING RAIL PLUS (1) 1 +02 +1 +02+1 3 1 +02+1+02+1 3 1 +02 +1 +02 +1 3 1+02+1+22+1 3 1+02+1 +02+1 3 1 +02+1 +02+1 3 ANCHOR AT EACH OPERABLE VENT 1 +02 +1+02+1 i a 3 1+02 +1+02+1 3 1 +02+1 +02 +1 3 1 +02+1+02 +1 3 1 +02+1 +02+1 3 1 +03+1 +05 +1 3 PLUS (1) ANCHORS AT FIXED SECTION. 1 +02 +1+02 +1 3 1+02+1 +02 +1 3 1 +02 +1 +02+1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +0 3 +1 +03+1 3 1+02+1 +02+1 3 1 +03+1 +03+1 3 (3' MIN. 0.0. ANCHOR SPACING) 1+02 +1+02+1 3 1+02+1+02 +1 3.1+03+1 +03+1 3 1 +03+1 +03+1 3 1+42+1+02+1 3 1+03+1+03+1 3 74.330x 38.375 1 +02 +1 +02+1 2 1 +02 +1+02 +1 2 1 +0241 +02 +1 2 1 +02+1 +02 +1 2 1+0241 +02+1 2 1 +0241 +02+1 2 }_ 26 3/4` MAX - +((-+ -3' MIN. 48.000 1+02+1+02+1 3 1 +02 +1+02+1 3 1402 +1 +02+1 3 1+02+1 +02+1 3 1 +02+1+02+1 3 1+03+1 +03+1 3 I I 60.528 1 +02+1+42 +1 3 1 +02 +1+02 +1 3 1 +02 +1+02+1 3 1 +02+1+02 +1 3 1 +02+1 +02 +1 3 1+03 +1 +03+1 3 1 041- x 1 441--1-- Q 2S . 54.000 1+02+1+02 +1 3 1 +02 +1+02 +1 3 1+02+1+02+1 3 1+42 +1 +02+1 3 1 +02 +1 +02+1 3 1+03+1 +03+1 3 9' REF. 80.000 1+02+1+02 +1 3 53.000 1 +02 +1 +02+1 3 1+02 +1+02+1 '1+02+1+02 +1 3 1 +03+1+03+1 3 1+03 +1 +03+1 3 1+033+1+03+1 3 1+03+1+03+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +03+1+03+1 3 1 +03+1 +03+1 3 ~ 3 MTO. 1 +02+1 +02 +1 2 1 +02 +1!02+1 •2 1 +02+1+02 +1 2 1+02+1 +02+1 3 1 +02 +1+02 +1 2 1+02 +1+02 +1 RAIL, 2 EXAMPLE TYP, CLUSTER W/ QTY. OF (3) ANCHORS IN TABLE KEY ABOVE) 1 +02+1 +02+1 3 1+02 +1 +02+1 3 1 +02+1+02+1 3 1 +02 +1 +02 +1 3 1 +02+1+02+1 3 1 +03+1+03+1 3 _ .,, — Duo E44.4(t: : -f/ W o Froduo • !) 0I " 0m I 1+02+1+02+1 3 J m 1 +02 +1+02+1 9 1 +02 +1+02+1 3 1 +02 +1 +02 +1 9 1 +02+1 +02+1 9 1+03+1+03+1 3 (SHOWN 1+02+1+02+1 3 1 +02 +1+02+1 3 1 +03+1+03 +1 3 1 +03+1 +05+•1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 1 +02 +1+02+1 3 1 +02 +1 +02+1 3 1 +03+1 +05+1 3 1+03+1 +05 4 1 +03+1 +03+1 3 1 +03 +1 +03+1 3 1283/4•MAX. 1+03+1+03+1 3 1 +0x +1 +02 +1 X 9.1 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +03+1 +03+1 3 1 +04+1 +04+1 4 y 1 3° MIN • 88.44313.375' G.C2j1 +:2+4 2 • 8.000 +t 3 4+01+1402+4 +(5 +1 2+T # +Cb+1+02 +1 2 1+02+1 +02+1 a 1 +02+1+02+1 3'1#02+1+02 +1 2 1+02+1 +02 +1 3 1+02 +1 +02 +1 3 1+02 +1 +01 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1401 +1 2 1+02+1+02+1 3 1 +03+1+03+1 9 1 +09+1 +03+1 2 /� �/ , ,- / //Z d�o c7 _ `- Roberti. 3972 P.E. B1maNrai 3 3 1---'" I i llj fi6.625 1.03.0+02 +4 9 • •64.011) 02+ + 1 1+ +1+ + 1 +02+1+02 +1 1 +03+1+133+1 3 1+03+1+03 +1 3 1+03+1 +03+1 3 1 +03+1 +03+1 3 1+02 +1 +02 +1 4 1+03+1+03 +1 3 1 +03+1+03+1 3 1 +01+1+04+1 3 80.000 1+02 +1+02 +1 3 4 MTG. 83.003 1 +03+1 +05+1 3 1+02+1 +02 +1 3 1 +0,'3 +1+03 +1 3 1+0341 +05+1 TO ANCHDR GAP, ADJ 4 1 +C3+1 +03+1 3 1+04 +1 +C4+1 4 EXAMPLE CLUSTER W/ Q. OF (4) ANCHORS 4 'rt .100 4151 A. .Mae • a!/FMTDTABLE t11RRE9EC1•vAil2'S Lure Visibly a,°ua°, ANCHORAGE SPACING, XOX 1/3 •4 » 4f .. 14. • 1n '11y0B • + 1* S •E4NC1GR40E • • • • FOH41A7�A/FAO & 8 /LL CLUSTERS 010150111401-013Y DRIVE NaWISIe, FL 32278 IMO Nt a/3- -1/3) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F4 6: • x • • • • ■ SPACE D!MZ fAV3G[16R3TYPF3Q7HRU F.K. AVM ma ?28/05 &••4CD n a"a J.J, 3/29/08 a3' 1 eata�dc HR7t0 1 NTS1 9 d 11 1 a"' " 4127 - 10 "' - C •• • • • • ••• • • • • • • • • • • • • • ••• • • • - • • • • • • • • • • • • •• • • • •• • • •1• •. • • ••• • • ANCHOR QUANTMES,XO & OX WINDOWS TABLE 6 NOTES: 1 ANCHOR TYPES: 1 -1/4 ELCO TAPCONB 2.1/4" ELCO 884 CRETE -FLEX 3 -#12 STEEL SCREWS (O5) 2. CLASS TYPE8 A 8/18" LAMI • . (118• A00, 918'A) B. 5118` LAMI - (1/8" A,.090, VB' HS) C. 5/18' LAMI - (118' H8,.090, 118" H8) D. 7148" LAMI - (3311M8' A,.090, 3/18' A) E. 7118' LAMI - cam A,1111O, 3/18' HS) F. 711 LAMI - (3/16" H9,.090, Mr HS) G. 13/18" LAMI IG -1/8' OR 3116' A, 5/18' OR 318 SPACE, 5M8' LAMI - (1/8 1/8 A) H. 13118" LAMI IS - 1/8' OR 3/18' A, 8/16' OR 318' SPACE, 8/18' LAMI - (1/e' A,.0S0,1/8' H8) L 13/18 LAMI 10.1/8" OR 3/16 A, 8/18' OR 3/8" SPACE, SMB" LAMI • (1/8" H$,.090. HS) J.13/18• LAMI IG -1/8' OR 3118' A, 3118' OR 1/4' SPACE, 7/18' LAMI - (3118' A,.090, 3118' A) K. 13118' LAMI IG -1/8" OR 3/18' A, 3/16" OR 1/4' SPACE, 7/18' LAMI- (3118" A,.090, 3118' HS) L 13/18' LAMI 0 -1/8' OR 3!18' A, 3/18" OR 114' SPACE, 7116" LAMI - (3/18" HS,.090, 3t18" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZE$ NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 8 SILL: 1012° MAX. ON EACH SIDE OF MEETING RAIL CENTERUNE. 183/4' MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 2212" MAX O.C. TABLE KEY: O GLASS TYPES A,E,G,H GLASS TYPES C,D,E,F,LJ,K, L ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES • ZONE$ ZONES WINDOW v TITS OV3H o!I Ills V GV3H TITS 8 OV3H -fig aVSH r ssiwr l TVS'8 OV31-1 37,000 x 38.375 48.000 50.825 54.000 80.000 63.000 1 +02+1 2 1+02 +1 2 1 +02 +1 2 1 +02 +1 2 1+02 +1 2 1+02 +1 2 1 +02 +1 3 1 +02+1 3 1 +02 +1 3 1 +02 +1 3 1+02+1 3 1+02 +1 3 1 +C2 +1 3 1 +102 +1 3 1+02 +1 3 1 +102 +1 3 1 +C2 +1 3 1+02+1 3 1 +02 +1 3 1 +02 +1 3 1 +(2 +1 3 1 +C2+1 3 1 +02 +1 3 1 +02 +1 3 1+02 +1 3 1 +02 +1 3 1+q +1 3 1+02+1 3 1 +102 +1 3 1 +03+1 3 1 +02 +1 3 1 +102 +1 3 1 +03+1 3 1 +02 +1 3 1 +102 +1 3 1 +03+1 3 48.000 x 38.378 48.000 50.825 54.000 80.000 83,000 1+02 +1 2 1 +102+1 2 1 +102 +1 2 1+02+1 2 1 +02 +1 2 1 +02+1 2 1+C2+1 3 1+02+1 3 1+02+1 3 1 +102 +1 3 1 +02+1 3 1+02 +1 3 C2+1 3 ` +1 3 C +1 3 C2 +1 3' - 02 +1 3 1+03+1 3 +1 3 +1 3 +1 3 +1 3 +1 3 1+03 +1 3 +1 3 +1 3 +1 3 +1 3 1+C2+1 3 1 +03+1 3 1 +1 3 +1 3 +1 3 +1 3' !+1 3 1 +03 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 83.000 1+02+1 2 +1 2 +1 2 +1 2 1+132+1 2 1+02 +1 2 2+05+2 3 CHOR QUANTITY PER JAMB PRODUCTRGV4 a o • pp N'MS 1170 Slilda ing A N. • - Pal 1+C2+1 3 +1 3 +1 3 +1 3 1+02+1 3 1 +03+1 3 HEAD AND SILL ANCHOR QUANTIT1ES 1+C2+1 3 H 1 3 +1 : +1 3 +1 +1 3 +1 +1 +1 3 p C.) ' : +1 ! +1 3 1 +03+1 3 1 +q +1 A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL 1 +1 4 +1 +1 1+C2+1 1 +03+1 PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3` MIN. O.C. ANCHOR SPACING) 1 +1 4 +1 +1 +1 1+9 1+04 +1 80.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 3 ; +1 v-2 +1 1+C2+1 2+02 +2 2+1 3 1+02+1 1+2 1+02+1 2+1 2 +03+2 3+1 3 ! +T I +2 1+C3+1 �J 2+1 2 +03+2 � 9 3/4" MAX. --.I (-. »3" MIN 3+1 4 1+C2+1 1 +2 1+1 2+1 2 +03+2 3 +1 4 1 +1 I +2 1+1 3 +1 2 +04 +2 9' REF. & I �. 7 +.3+1 4 1+03+1 2+04+2 3 +1 3 +1 2 +04 +2 2 +(2 +2 66.000 x 38.375 48.000 50.625 54.000 80.000 63.000 2 +102 +2 3 1 +02+1, 2 +02 +2 , 2+2 +1 MTG. RAIL EXAMPLE CLUSTER QTY. OF (3) ANCHORS 2 +02+2 4 1+02 +1 2+03+2 2+2 1+C2+11 C., 2+C3+2'1 m } 8 W/ 2 +103 +2 4 2 +03+2 4 1 +102 +1 1+02 +1 } AA 6 W W 2 +q+2 2+03 +2 I J 4 3 +2 3 +2 2 +1 2 +1 2 +03 +2. 2+03+2 (SHOWN IN TABLE KEY ABOVE) � . °D° f' /� 2 , .. . P,, 2 +03+2 4 1 +03 +1 2 +04 +2 3 +2 3+1 2+04 +2 1 +03+1 4 1+03+1 2+04+2 2+C3+2 1+03 +1 2+04 +2 - -�« 18314` MAX. 74 74.000 x 38.378 • • 4t. • • • 6o. •• • 80.000 63.000 2 +02 +2 3 2 +C2 +2 2 2+02+2 3 2 +02 +2 3 2 +102 +2 2 +02 +2 -.► --•-1 12" TYP. �� N 1 +C'� +% q, »C»2 ■ 3 2+q +2 4 2+03 +2 4 2+0.2 +2 2+03 +2 e ' REF. - I MTG. RAIL EXAMPLE CLUSTER ° ) e/O,�, - •z - � �y 3 � L q ,PE P E 09712 *atm! +'C + 4 ! +• + 2 } djt2 2 ' a 2 +03+2 2 +04 +2 4 4 2+03 +2 2 +03+2 4 4 2+02 +2 2+C3 +2 2 +03+2 2 +04+2 �l 2 +03+2 4 1 +03+1 3 2+04+2 4 2 +03+2 5 2 +03+2 2 +04 +2 W/ 9TY. OF (4) ANCHORS 2 +03+2 4 1 +103 +1 3 2 +04 +2 4 2+04+2 5 2 +03+2 2 +04 +2 PA • y�� c ` r 10 Er It'610 Dny�ESnr� 7oA/YCNORCAP. gar 7 ANCHORAGE OX AND WINDOWS �' ALUM. HORIZONTAL ROLLER WINQOW IMPACT ,..roar' _ a,� • 11/ ' ^"�'`" "'�'T, D &3N1 worms 1070 7Eta4/01�YDRIYE MUMS, R.34278 al� ix • X3/39 ADd!/P� DlAf490IS 411488 7YPH8o P +a BB�q7tt1020 . FK 2/28106 .4 a AD•'bu. AI 383/36 N�ICCNIE Pl3C2H le Bator a Hato ' NTS Imo '' I • 70 r 11 l 4127 -10 C '' ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• •• • • •• ••• •• • • 16'1— 1 314' MIN. E.D. TYP. 2x WOOD BUCK, MIN. 3.4 K$I NOTE 3 CONCRETE • . ' ' • :, NOTE 1 lx WOOD BUCK, ' NOTE 3 CONCRETE ANCHOR, NOTE 1 CONCRETE ANCHOR, NOTE 1 F.JC 2126/08 J.J. Nom I 1/4' MAX SHIM WOOD ANCHOR, DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1/4" MAX. SHIM •' -"-(I I CONCRETE ANCHOR, NOTE 1 2x WOOD BUCK, NOTE 3 lx WOOD SUCK, NOTE 3 1/4' X. S ti •NO 1© •• i • � •• •• • MIN. K SI • • • • • • • • • • • • • •• 2X nu • 0E16 CONCR ;•18.-• • :D pIL t. • • • NOTE 3 114' MAX SHIM S • DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS ED SPEED.EMELSOW & ENT. REFERENCES • • • • • MOTES. • • • • J 1/4' MAX SHIM 1 3/8` MIN. 1 114' MIN. `v (1.8 511 GNU) OR • • PER NOTE I (3.4 K81 CONCR SEE NAILING DETAIL E DETAIL F f INTERIOR, LS E, F& I) (JAMB DETAILS TYPICAL FLANGE FRAME JAMB SECTIONS 1 - ( ® V WOOD ANCHOR, NOTE 2 SEE 13/8 MIN. Q NAWNG 1070 TECHNOLOGY DRIVE Nti*O 0S, PLUM P.O. BOK 1020 NOIWAM. PL 30274 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI•DADECOUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO ® TAPCONS EMBEDED 13/8' MIN, OR 1/4' 384 CRETE FLEX EMBEDED 13/4' MIN.. MINIMUM DISTANCE FROM • ANCHOR TO CONCRETE EDGE IS 13/4'. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G8) OR 1/4'1354 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112'. 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 8083.78 AND A MINIMUM OF 118' 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 PREESUREB AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 8. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDMON. 13/4" EXTERIOR I R • °• MIN. E.0 (H & SILL DETAILS A, B, C, D, & H) Visibly Baker DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2' NAIL AT CORNERS AND 8' O.C. TYPICAL DETAILS 5, H & I. DETAIL G (SILL) DETAIL I (JAMB TYPICAL INTEGRAL FIN FRAME SECTIONS ANCHORAGE DETAILS na ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ( Half 1 71 d 11 4127 -10 l C Robert L. perk P.E. PE 430712 StrvoWret ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Scheduled Inspection Date: June 22, 2009 Inspector: Bruhn, Norman Owner: MEINHOLD, RICHARD Job Address: 360 NE 91 Street Project: <NONE> Miami Shores, FL Contractor: ALLSTATE BUILDING & REMODELING CO Building Department Comments June 19, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number Parcel Number 1132060190210 Phone: (305)342 -2503 Passed 4/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 73% 0‘ eigic Page 19 of 25 08 4' WIRE F. 7 ' WIRE F. ABBREVIATIONS: REMAINDER OF LOT 5 BLOCK 2 135.00' (R &M) 11 90' 17.22' 12.00 BRICK WALK 135.00' (R &M) 26.05' 4'CBS W /LL SWK= SIDEWALK CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINKFENCE, PL= PROPERTY LINE, DUE = DRAINAGE UTILITY EASEM ENT, IP =IRON PI 'E, F =FOUND, A/C =AIR CONDITIONER PAD, P /C= PROPERTY CORNER, 0/H= DRILLED HOLE, VNF= WDODEN FENCE, RES= RESIDENCE, CL- CLEAR, RB =REBAR, UE =UTILI Y EASEMENT, CONC= CONCRETE SLAB, R/VI=RIGHT OF WAY, DE =DRAINAGE EASEMENT, C/L= CENTER LINE, O= DIAMTER, TYP= TYPICAL, M= MEASURED, R= RECORDED, ENCR = ENCROACHMENT, COMP = COMPUTER, ASH =ASPHALT, N/D =NAIL & DISC. S =SET, FEE= FINISH FLOOR ELEVATION, O /S= OFFSET, P/P =POWER POLE, OHP= OVERHEAD POVYERLINE, WM =NW TER METER M 1AOOD SONRYCE= I I ELEVATION BASED ON LOC. # 3250 S.W. MASONRYV�W L- I I CONCRETE = �•• : I :••i:•:: 1 I. 1 I I ••. •s ;•.••�;•.••::•: ••�:: • DCBM# N -603 ELV. 7.70 TYPE OF SURVEY: BOUNDARY SURVEY MAINTENANCE & DRAINAGE EASEMENT= M &D .E. SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NCT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONA . RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE LOCATION SKETCH SCALE: NTS BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS o L EGAL DESCRIPTION: LOT 4 AND THE EAST 1/2 OF LOT 5 BLOCK 2 OF EL PORTAL SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9 AT PAGE 101 OF THE PUBLIC RECORDS MIAMI—DADE COUNTY, FLORIDA iiYage NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL REVISED: 4/29/09 FOR ADDITION ONLY i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no-encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 (305) 865 - 1200 SINCE 1987 BLANGO SURVEYORS ING. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 Email: blancosurvelyorslnc@yahoo.com Fax: (305) 865 - 7810 FLOOD ZONE: X PANEL: 0093 DATE: 4/8/08 SCALE: DWN. BY: 1" = 20' F. Blanco mss j2 SUFFIX: j DATE: 7 / 17 / 95 BASE: N/A COMMUNITY # 120652 JOB No 08 -370 NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL REVISED: i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 O O N r 0 r O ti O 0.20'a X x m 9 O I 0 -4 c qt, V O � 0.30 CL s x 4' WIRE F. f"4' WIRE F. V, / V V REMAINDER OF LOT 5 - BLOCK 2 V V 0 135.00' (R &M) • cn 17.22' To' a' 11 90' 7.50' Y V O • r O O GI 135.00' (R &M) BRICK WACKY 1; I 24.10' tJ : O 0 0 O 0 O 4.50' 0 ▪ 26.05' V 2.00' w Z (� m O C 4 M el trt ro cn i "-- 4 ' CBS W�4LL oP • - 26.90' ti \, BR1�K PA h-, N DR1 UEWA r p 0 24.87' Cn H 01 ! ABBREVIATIONS: SWC= SIDEWALK CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINK FENCE, PL =PROPERTY LINE, DUE = DRAINAGE UTILITYEASEM ENT, IP =IRON PIPE, F= FOUND. AIC =AIR CONDITIONER PAD, P /C= PROPERTY CORNER, D/H= DRILLED HOLE, IMF= WOODEN FENCE, RES= RESIDENCE, CL- CLEAR, RB= REBAR, UE =UTILI Y EASEMENT. CONC = CONCRETE SLAB, R1 RIGHT OF WW, DE= DRAINAGE EASEMENT C/L= CENTER LINE, O= DIAMTER, TYP= TYPICAL, M= MEASURED, R= RECORDED, ENCR = ENCROACHMENT, COMP = COMPUTER, ASH = ASPHALT, N/D =NAIL & DISC. S =SET, FEE = FINISH FLOOR ELEVATION, 0 /S= OFFSET, P/P =POWER POLE, OHP= OVERHEAD PO'AERLINE, W4 =WW TER METER WOOD FENCE- 3250 S.W. MASONRYW'.LL =I I I I I I I I I I ELEVATION BASED ON LOC. # MAI & DRAINAGE EASEMENT= M &D,E. DCBM# N -603 ELV. 7.70' TYPE OF SURVEY: BOUNDARY SURVEY SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL. RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WC.RK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SA!.O PB PAGE 35.00' 35.00' LOCATION SKETCH SCALE: NTS LEGAL DESCRIPTION: LOT 4 AND THE EAST 1/2 OF LOT 5 N.E 4th AVENUE CAI SURVEY FOR: RICHARD MEINHOLD, 360 N.E. 91ST ST., MIAMI SHORES, FL. 33138. BLOCK 2 OF EL PORTAL SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9 AT PAGE 101 OF THE PUBLIC RECORDS MIAMI—DADE COUNTY, FLORIDA •• ••• • • • • • • • :ilic 1987 ••• •• B • LANGO SURVEYORS ING. ineers • Land Surveyors • Planners • LB # 0007059 • ng • • • • • • • • 585 NORTH 511022E DRIVE • • • • •• S %MIAMI BF.4CCI.rL 33141 (305) 8G5 -1210 Em all: blanc Fax: (305) 865 -7810 FLOOD ZO g • • • • • • PANEL: OE)91 • DATE: • SCALE! • • 4/8/08 • " 1 1 =20' • •• I4FIX: .j DATE: 7/17/95 BASE: N/A CbMn&JNiTY # 120652 1,1Qv�l. BY: • JOB No 08 -370 F. Blanco PERMIT #. n� Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT ! / / v" A72 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS IMCMUVR Mi MAR 0 52009 BY: • •• • • • • • ••• •• • • • • • • • • Notice of Preventative Treatments for Termites (as required by Florida Building Code (FBC) 104.2.6) Econoway Exterminating Co., Inc. 468 East 9th Street Hialeah, FL 33010 305 - 885 -4966 Address of Treatment or Lot / Block of Treatment Ctx,Prc Pr gd uct Used_ Che used (active inEedien ) Stage of treatment ( Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) (AN Applicator TD PZc ()OW Cis Date 31100 N! She e- M Il air hD I If this notice is for the final exterior treatment, initial and date this line. Time AM PM .C5'i r (ct 1. Percent Concentration Number of gallons applied �0t Area treated (square feet) - Linear feet treated As per 104.2.6 - If soil chemical barrier method for termite prevention is used, fmal exterior treatment shall be completed priorlofinal building approval. Permit # Reorder Product # 7023 from • CROWNMAX • 1-800- 252 -4011 April 7,2009 Owner: Meinhold Site Address: 360 NE 91 STREET Miami SHORES, FLORIDA 33138 To building Official I as a registered architect in the state of Florida, included as part of my inspections review of the existing soil conditions. Based on visual field observations the existing soil conditions are believed to consist of undisturbed sand, soil and rock with a maximum presumed bearing capacity of 2000 psf and comply with the submitted design requirements. I attest to the best of my knowledge, belief and professional judgment that this is a satisfactory condition. If you have any further question in regards to this issue please feel free to contact me. Sincerely Reinaldo A. omez / 74gl Reinaldo A. Gomez Architect AR0013736 16208 NW 83 PL Miami Lakes, Florida 33016 305 827 -8266