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BP-05-653Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305 -795 -2204 Fax: 305- 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type RESIDENCIAL CONSTRUCTION Bldg. Permit No. BP2005 -653 Owner SHAHIDA SHAKIR Contractor JB BUILDERS & CONTRACTORS INC Subdivision /Project NONE Date Issued 2114 /2013 Occupancy Construction Type R-3 Load N/A Occupancy SINGLE FAMILY HOME Square Footage 525 SQ FT Type Description of FLORIDA ROOM ADDITION Work 10290 NF 2 AVF Miami Shores FL 33138 - Location Building Officials Approval Norman Bruhn, CBO Not Transferable POST IN A CONSPICUOUS PLACE PERMIT # .3PZG -653 CONTRACTOR: SUBMITTAL DATE: Mc j p4, Z005 PROJECT TYPE: Add( Z6IV FIRE --tor do Room, 4 7/64S TRUCTURAL IMPACT FEES OK ‘I ELECTRICAL HRS /DERM '5/Z4 PLUMBING 19 6/ / MECHANICAL NOC 1;6 tifiti BLDG of i o/ 6T Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/23/2007 Inspector: Dacquisto, David Owner: SHAKIR, SHAHIDA Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JB BUILDERS & CONTRACTORS INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number Parcel Number 1132060131700 Block: Lot: Phone: 786- 245 -2103 Building Department Comments FAMILY ROOM ADDITION Passed Failed Inspect •. omments Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, March 23, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -45791 Permit Number: BP2005 -653 Scheduled Inspection Date: February 14, 2013 Inspector: Bruhn, Norman Owner: SHAKIR, SHAHIDA Job Address: 10290 NE 2 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: JB BUILDERS & CONTRACTORS INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number Parcel Number 1132060131700 Phone: 786 -245 -2103 Building Department Comments FAMILY ROOM ADDITION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 45581. CREATED AS REINSPECTION FOR INSP - 45426. CREATED AS REINSPECTION FOR INSP - 44459. CREATED AS REINSPECTION FOR INSP -786. No access to home 3/27/07 CG. 4/6/06 No one home, no access to do inspection. CG. 4/10/7 Pending items for final inspection. 1) Remove concrete driveway in rear of property, driveway in violation of setbacks. 2) Pending uplift report for roof permit and final roof approval. 3) Driveway at frontof house to be cut back 5' from wall of house.CG 4/11/07 Final inspection not ready, pending: 1) Close up garage wall as shown on plans. 2)Install shutters in french doors in new construction, doors not impact resistant. 3) Do a revision of the plans to show kitchen door not removed and 2 french doors instead of 3 in the new construction. CG February 13. 2013 For Inspections please call: (305)762 -4949 Page 22 of 22 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon, : (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/28/2006 Inspector: Inspector, Default Owner: SHAKIR, MOHHAMAD Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JB BUILDERS & CONTRACTORS INC Permit Type: Residential Construction Inspection Type: Roof Trusses Work Classification: Addition Block: Phone Number Parcel Number 1132060131700 Lot: Phone: 786- 245 -2103 Building Department Comments Monday, March 27, 2006 Page 2 of 2 Passed �d Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, March 27, 2006 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone:-(305)795-2204 Fax: (305)756 -8972 Inspection Date: 01/05/2006 Inspector: Grande, Claudio Owner: SHAKIR, MOHHAMAD Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JB BUILDERS & CONTRACTORS INC Permit Type: Residential Construction Inspection Type: Columns Work Classification: Addition Block: Phone Number Parcel Number 1132060131700 Lot: Phone: 786 -245 -2103 Building Department Comments 10290 NE 2 AVE Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, January 4, 2006 Page 2 of 2 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program 3- 0007999 -4 ELEVATION CERTIFICATE .... •• .• • Important: Read the instructions on pages 3 -'g.: • • • SECTION A - PROPERTY INFORMATI0 ft • • • • • ••• • • • • • OMB No. 1660 -0008 .EuireeFebruary 28, 2009 • • • • ••• • I'or Insurance Company Use: Al. Building Owner's Name MOHAMMAD S. SHAKIR A2. Building Street Address (including Apt., Unit, Suite and/or Bldg. No.) or P.O. Route and Box No.: ; •' • • • • • • • • 136110 Number 10290 NE 2 AVE '•' ••• City State MIAMI SHORES FL • • • • tpinlrittebkunber •. • • • • ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Fo10•113 :0 �A)3j lQ0; •• • • • LOT 1 AND THE NORTH HALF OF LOT 2, Block 13, of AN AMENDED PLAT OF MIAMI SHiIitE 'I,ECCI=14Aj(S. ••L' accprding to the plat thereof as recorded in Plat Book 10, Page 70, of the public records of MIA.'li1 *DRDH cblAtt,�F10�kd�i• A4. Building Use (e.g. Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25° 52 ' 10.40" Long. 80° 11 ' 37.73" Horizontal Datum: fNAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Budding Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide: a) Square footage of crawl space or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in Li A9. For a building with an attached garage, provide: a) Square footage of attached garage 240.00sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025C0093 J 07/17/1995 03/02/1994 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. DFIS Profile © FIRM DCommunity Determined DOther (Describe): BI 1. Indicate the elevation datum used for BFE in Item B9: © NGVD 1929 DNAVD 1988 00ther (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? DYes © No Designation Date: DCBRS DOPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0Construction Drawings* 0Building Under Construction* © Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized DCBM # N -397 -R Vertical Datum NGVD 1929 Conversion/Comments N/A a) b) c) d) e) f) 9) Top of bottom floor (including basement, crawl space, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) 11.08 11.66 N/A 10.56 11.42 10.09 10.50 Check the measurement used. LI ta feet feet feet feet feet Ometers (Puerto Rico only) Ometers (Puerto Rico only) meters (Puerto Rico only) Ometers (Puerto Rico only) Ometers (Puerto Rico only) feet Dmeters (Puerto Rico only) feet Dmeters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifiers Name JOHN IBARRA License Number 5204 Title PROFESSIONAL LAND SURVEYOR Company Name NOVA SURVEYORS, INC. Address 5582 N.W. 7TH STREE Signature TEf 20 City MIAMI State FL ZIP Code 33126 Date Telephone 01/17/2007 (305) 264 -2660 FEMA Form 81 -31, February 2 i See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, c, py the cgtrelponding information from Section A. Building Street AddresC(inc rittAljt., tinit;Suiraji or Bldg. No.) or P.O. Route and Box No. 10290 NE 2 AVE • • • • • ••• • • • 3- 0007999 -4 For Insurance CompanyfUse: Policy Number City MIAMI SHORES ••• • • • • ••• • • State ZIP Code FL 33138 Company NAIC Number ... • SECTION 11- SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of tflii E)e4tidn artifidate fo'F (Ncorrrmlnity official, (2) insurance agent/company, and (3) building owner. • • • Comments SECTIfO• N•C2(e)•LOWEST ELEVATION MACHINERY IS THE A/C PAD •• •• •• • • • •• • • • • • • • • • • • ••• • • e • •• • • Signature "•• • t! '• "j i•• • . •• Date 01/17/2007 fl Check here if attachments SECTION E - BUILDI i G 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 LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grate (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is Ofeet Ometers Oabove or Obelow the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ®feet Ometers ['above or ❑below the LAG. E2. For Building Diagrams.6 -8 with permanent flood openings provided in Section A Items 8- and/or 9 (see page 8 of Instructions), the next higher -floor - (elevation C2.b in the diagrams) of the building is Ofeet Ometers Oabove or Elbelow the HAG. E3. Attached garage (top of slab) is Ofeet Ometers Oabove or Obelow the HAG. E4. Top of platform of machinery and /or equipment servicing the building is Ofeet Elmeters Oabove or Obelow the HAG. E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? DYes 0No DUnknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name MOHAMMAD S. SHAKIR Address 10290 NE 2 AVE City MIAMI SHORES State FL ZIP Code 33138 Signature Date Telephone Comments El Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. 01. D The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. El A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. 0 The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for ['New Construction ['Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in ZONE AO) depth of flooding at the building site: Ofeet Ometers (PR) Datum: feet Ometers (PR) Datum: Local Official's Name Community Name Title Telephone Signature Date Comments 0 Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions • 5582 N.W. 7th STREET, SUITE 202 MIAMI, FLORIDA 33128 TELEPHONE; (305) 2203171 FAX: (305) 554-7822 Notia(� �•• • ••• • • • ••• ultry: �� � (v . • 0 URVATIO. 0Z_• • • ••• • • • • ••• �- LAND SURVEYORS SHEET NO. OF • • • ••• • ••• • • BOUNDARY SURVEY Scale u: -: '°°•�'•11 •: • • ••• • • ••• 1 / /�, ••• ••• • re- 1)- • • . "I?' • 2. • � N • • • • • • • • • Q+hL s /sre4 A • • • • • /z'Il -fix 25:7' RiM Ager-- et- /68.0.R- • M .24" ©C9°°/5S Lam- ,4/4- F_ Aeo: wooly?* iV6 6682 N.W. 7TH STREET, 8/41 1142021 • MIAMI, FL 33128 • • • • • TELEPHONE: (305) 264-2880: • • • FAX: (305) 264-0229 • • • ••• • • DRAWN BY: A.A. • •:• : .�lova Surveyors, Inc. • • • •, • • • • • • ••• • • LAND SURVEYORS SURVEY NO 3- 0007999 -4 ' SHEET NO 1 OF 2 SURVEY OP LOIT•3AND THE NORT�HALF 911,1..0.712„ BLOCK 13, OF AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, ACCORDING TO THE PLAT THEFZ6OF AS•`R6Cc5 DE II� PLA 09iK 0, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. • • • • • • • • • • • • • • • • • • • • ••• ••• • PROPERTY ADDRESS: 10290 NE 2 AVE, MIAMI SHORES, FL 33138 FOR: ••• M •• •• • •H•AK� • • L•ofM :N tKETCH Scale 1" = NT.S. 3 4 . ABBREVIATION AND MEANING A =ARC A/C = AIR CONDITIONER PAD AE. = ANCHOR EASEMENT A/R = ALUMINIUM ROOF NS = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN.&EG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. ,= LIGHT POLE M. = MEASURED DISTANCE M/H`= MANHOLE NAP. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK 0/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.0.6.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RAN = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. 46044 SWK = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE A = CENTRAL ANGLE = CENTER LINE ¢j = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY rSURVEY"It - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SIJRVFY - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. 1 - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANEL/SUFFIX: 120652 0093 J DATE OF FIRM: 07/17/1995 BASE FLOOD ELEVATION: . CERTIFIED TO: MOHAMMAD S. SHAKIR LEGEND TYPICAL —OH— OVERHEAD UTILITY LINES 2zzz C B S. = WALL (CBWI -X-- C.L.F. = CHAIN UNK FENCE -O—O- -/Hf I.F. = IRON FENCE W.F. = WOOD FENCE ■ 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI -DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 MIAMI DADE COUNTY BENCH MARK NO. N -397 -R LOCATOR NO. 3100 ELEVATION 9.80 FEET OF N.G.V.D. OF 1929 SURVEYORS CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. 724 Ii b BY: ROBERT IBARRA (DATE I F IE/LD ORK) PROFESSIONAL LAND SURVEYOR NO. 6437 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: SURVEYOR'S SEAL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pha iie: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/28/2006 Inspector: Grande, Claudio Owner: SHAKIR, MOHHAMAD Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JB BUILDERS & CONTRACTORS INC Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Block: Phone Number Parcel Number 1132060131700 Lot: Phone: 786 -245 -2103 Building Department Comments Monday, March 27, 2006 Page 1 of 2 �-� Passed & ' Inspector Comments v Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, March 27, 2006 Page 1 of 2 01/01/2999 INSP -769 01/01/2999 INSP -783 Anal PE Certification None 01/01/2999 INSP -786 Final Building None 01/01/2999 INSP -785 Shutter Final None 01/01/2999 INSP -773 Floor Trusses None 01/01/2999 INSP -784 Shutter Attachment None 01/01/2999 INSP -779 Window Door None 01/01/2999 INSP -771 Special Inspection Letter None 01/01/2999 INSP -778 None 01/01/2999 INSP -765 Second Floor Tie Bond None Q,...... Wire Lathe Fill Cells Columns 01/01/2999 INSP -780 Framing 12/01/2005 INSP -1389 Footing OK TO POUR CONCRETE 01/04/2006 INSP -767 Spot Survey 10290 NE 2 AVE LUIS PHONE (305) 244 -6878 01/05/2006 INSP -4983 Tie Beam 10290 NE 2 AVE CLAUDIO'S COMMENTS: PLACE 2 ADDITIONAL #5 BARS 01/05/2006 INSP -4981 Columns 10290 NE 2 AVE 01/18/2006 INSP -6101 Tie Beam 03/21/2006 INSP -775 03/28/2006 INSP -774 None None APPROVED APPROVED DENIED Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete George 12/1/2005 Claudio Grande 1/4/2006 Claudio Grande 1/5/2006 AT EACH OPENING LARGER THAN 3' LONG (DOOR OPENING). APPROVED Claudio Grande 1/512006 Roof Sheathing Roof Trusses APPROVED APPROVED Claudio Grande Claudio Grande Pending Inspection Default Inspector 1/18/2006 3/21/2006 Not Complete Monday, March 27, 2006 Page 2 of 3 TERMITE PRE -TREAT SPECIALISTS BP- o5 -(0s3 1-800-DILIGENT FAX 800- 837 -8311 DiligentFL.com State License JB94495 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.2.6, 1816 and Broward County Chapter FBC 105.2.2) Service Date 3 2J vi, Lot Block Time 3 "� Builder C6 Section Shell Subcontractor Development Name /Project Structure Address 142 City P A 10 /v, Cnty 91106 Owner Notes 4- `'F Tr atment Type /Area Floating ❑ Monolithic ❑ Patio ,,❑ Garage ❑ Driveway ❑ Stem Wall ❑ Addition Cutouts ❑ Footers ❑ Front Entry ❑ Other Treatment/Product Detail Tamp & Treat ❑ Treat Only Treatment Type: Initial Under Slab Er'sRetreat ❑ Final ❑ ✓ Product: Probuild TC E.I Dragnet ❑ Demon TC ❑ Termidor TC ❑ Other ❑ Concentration: .25% ❑ .5% ❑ 1.0% ❑ Other Gallons Applied: 40 Square Footage: & 66 Linear Footage: As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: This building has been treated in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Services. Further, the treatment complies with the Florida Building Code. ® ®ttt, i r t e, • ®� ®® ®� NMENT. ®, tot ,■ If this notice is for the final exterior treatment, initial and date this line Applicator e 1,163 S. Customer Signature 3100 Northwest Boca Raton Boulevard Suite 106 • Boca Raton, FL 33431 • 800-487-819 0 • Toll Free 1- 800 -DILIG 11:7 "r1/14181081 magiML a r NAIL Date 3 Z r or 9.T • 02127/2007 18:04 5613935882 TERMITE PRE -TREAT SPECIALISTS PAGE 01 1- B00- DILIGENT FAX 800 - 837 -8311 DiligentR.com State license J804495 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 1042.6, 1816 and Broward. County Chapter FBC 10522) Lot Block Time Builder Section Shell Subcontractor Development Name/Project Trejtrrrent Tvcle /Area Structure Address 1 v s Floating ❑ City _- /44. Garage ❑ Addition ❑ Front Entry ❑ Monolithic ❑ Patio ❑ Stem Watt ❑ Cutouts ❑ Footers ❑ Other Driveway ❑ Treatment/Product Detail Tamp & Treat ❑ Treat Only Treatment Type: Initial Under Slab ❑ Retreat ❑ Flna., Product: Probuilditie Dragnet ❑ Demon TC Termidor TC LJ Other ❑ concentration:;) .25% ❑ .5% ❑ 1.0% ❑ Other Gallons Applied: Linear Footage: Square Footage: As per 1 04.2.6 FBC • If soli chemical barrier method for termite prevention is used. Final exterior beatmeat shall be completed prier to final building approval. Certificate of Compliance: This building has been treated in accordance with the rules and Agriculture and Consumer Services. Further, the treatment complies with the Florida Build' If this notice is for the final exterior treatment, initial and date this line Apphtcator._ Date Customer Signature laws established by the Florida Department of Code. ‘01111:110,, 0,:stp0, .; 3100 Northwest Bare Raton Boulevard Suite 100 • Bode Ram, P1 33431 •84M-487 -8190 • %H Free 1- 800 -euelaefe 4 r '��w`�+► FEB 27,2007 06:37P 5613935882 page 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho - : (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/25/2006 Inspector: Grande, Claudio Owner: SHAKIR, MOHHAMAD Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JB BUILDERS & CONTRACTORS INC Permit Type: Residential Construction Inspection Type: Insulation Work Classification: Addition Block: Phone Number Parcel Number 1132060131700 Lot: Phone: 786 -245 -2103 Building Department Comments Monday, April 24, 2006 Page 1 of 2 Passed ins Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, April 24, 2006 Page 1 of 2 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE �, i • • • •.. • • • • • .•• Federal Erhargency Mana •' �. V • • • . • • • • .. . • • Nations Flood Insurance • j'' *�% 9 p : ant: Read the instucgont4i page ;1 • 8. • 3- 0007999 -4 OR 2 3 2007 it CTIONA- PROPERfl1NT'1RIOIATION"• OMB No. 1660 -0008 Expires February 28, 2009 For Insurance Company Use: Al. Building Owner's Name rrl�y �!` ••• ••• • ••- ••• • ••• MOHAMMAD S. S itm A2. Building Street Address (including Apt., Unit, Suite and/or Bldg. Nc .) ar P.e.)• R8uteeid Bbl Mx • • • • • 10290 NE 2 AVE ••• ••• ••• ••• • • • • s City State MIAMI SHORES FL Policy Number ny NAIC Number ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Loga1 L s ripti8g, Egd:l • follo& 1132060131700 LOT 1 AND THE NORTH HALF OF LOT 2, Block 13, of AN AI NI t P�A� QF•i4IVII SHORES SECTION NO. 1, according to the plat thereof as recorded in Plat Book 10, Page 70, of thA dlui'�]J Yettosds∎o€ MIAM4- DADE county, Florida. A4. Building Use (e.g. Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL,• • •A5. Latitude/Longitude: Lat. 25° 521 10.40" Long. 80° 111 37.73" Horizontal Datum: DNAD 1927 NAD 1983 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) N/A sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in A9. For a building with an attached garage, provide: a) Square footage of attached garage 240 .00 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FL B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025C0093 J 07/17/1995 03/02/1994 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. 0FIS Profile © FIRM DCommunity Determined 00ther (Describe): BI1. Indicate the elevation datum used for BFE in Item B9: © NGVD 1929 0NAVD 1988 00ther (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? DYes © No Designation Date: DCBRS DOPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: OConstruction Drawings* 0Building Under Construction* © Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, ARJA1 A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized DCBM # N -397 -R Vertical Datum NGVD 1929 Conversion/Comments N/A a) b) c) d) e) f) 9) Top of bottom floor (including basement, crawl space, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) 11.08 11.66 N/A 10.56 11.42 10.09 10.50 Check the measurement used. LI feet feet feet feet feet Ometers (Puerto Rico only) O meters (Puerto Rico only) O meters (Puerto Rico only) ▪ meters (Puerto Rico only) Dmeters (Puerto Rico only) feet Ometers (Puerto Rico only) feet Ometers (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifier 's Name JOHN IBARRA License Number 5204 Title PROFESSIONAL LAND SURVEYOR Company Name NOVA SURVEYORS, INC. Address 5582 N.W. 7TH STREE Signature TE/ 2 0 City MIAMI State FL ZIP Code 33126 Date Telephone 01/17/2007 (305) 264 -2660 FEMA Form 81 -31, February 2 i' See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding informatjon Vim $ectlop A. • Building Street Address (including Apt., Unit, Suite and /or BId1.:Job ca P.Q. Rua and Box No. • 10290 NE 2 AVE • • • •• • • • • • • • CiCity • • • • • • • r t• MIAMI SHORES FL • • • 3- 0007999 -4 For Insurance Corr1¢any Use: Policy Number • ZIP Code 33138 Company NAIC Number SECTION D - SURVAYOR, ENGWEER, OR ARCFjIiTCT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1)CQm=nutityl o Lcial, % insurance a�erit/company, and (3) building owner. Comments • • • • • • • •4: • • SECTION C2(e) LOWEST ELEVATfON MACHINERY IS THE A/C PAD -. •• • • • •• Signature • • • • • • • • • ••• •• i •fiat@• • • •• 01/17/2007 fl Check here if attachments SECTION E - BUILDIp(G 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 LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grate (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is Ofeet ['meters Elabove or Obelow the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is Elfeet Elmeters Dabove or Elbelow the LAG. E2. For Building Diagram - &&:with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ['feet Elmeters Dabove or Elbelow the HAG. E3. Attached garage (top of slab) is Elfeet meters Dabove or Elbelow the HAG. E4. Top of platform of machinery and /or equipment servicing the building is Elfeet Ometers Elabove or Elbelow the HAG. E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? JYes DNo DUnknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name MOHAMMAD S. SHAKIR Address 10290 NE 2 AVE City MIAMI SHORES State FL ZIP Code 33138 Signature Date Telephone Comments 0 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ® The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. El A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. Et The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for ['New Construction ['Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in ZONE AO) depth of flooding at the building site: ['feet Ometers (PR) Datum: ['feet ['meters (PR) Datum: Local Official's Name Title Community Name Telephone Signature Date Comments 0 Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions 6682 N.W. 7TH STREET, SUITE 202 MIAkk'yy" •FL 33126 TELEPHONE: (305) 284-2680 FAX: (305) 284-0229 DRAWN BY: A.A. • ••• • • • ••• Nova Seals elto)' Inp.; • • • • • • • • • • ••• • • ••• • • • LAND SURVEYORS SURVEY NO 3 -0007999 -4 SHEET NO 1 OF 2 SURVEY or LOT 1 AND THE NORTH HALF OF LOT 2, BLOCK E ,IOF?$L AM5,110ECi1IAT QPIy1IAItIltSHORES SECTION NO. 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE'.70; OFhj-IE*PUrIC F C®RDSO F MIAMI-DADE COUNTY, FLORIDA. • • • • • • • • • • • • ••• • • • PROPERTY ADDRESS: 10290 NE 2 AVE, MIAMI SHORES, FL 3313$ • • • FOR: MOHAMMAD S. SHAKIR •• • •• ••• •• LOCATION SKETCH... 3Cale'11"'= �i-�.s''•• •." N. E:- a l : • .. • $alsss� 9 8 1 7 6 1 5 4 3 Z I1A i I :i lI I . t5 tb '1 se N} ; 20 2{ 2i• tt3A ►a ! 1 i i i . 5o issW 5o u9 ABBREVIATION AND MEANING A =ARC NC = AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT AIR = ALUMINIUM ROOF NS = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = IN.&EG. _ L.F.E. _ FEDERAL NATIONAL INSURANCE PROGRAM INGRESS AND EGRESS EASEMENT LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE M!H = MANHOLE NAP. = NOT A PART OF NOVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK O!S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY =PARKWAY R. = RECORD DISTANCE RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RAN = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #6044 SWK = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE = CENTRAL ANGLE g = CENTER LINE V = MONUMENT LINE }LEGAL NOTES TO,ACCOMPANYJfiH THERE MAY BE EASEMENTSr12FD IN PUBtIO'RECORDS NOT SHOWN ON THIS SIIRVFY - EXAMINATIONS -OF EABSTRA TOF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY AFFECTING THE;PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD; AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY-MEANS A' DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE:: EASEMENTS AS SHOWN ARE PER PLAT BOOK, LINLESS.OTNERWISE SHOWN. - THE TERM "ENCROACIHME 'MEANSviSIBLE-AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL - VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT IN F_QRMAT(ON10RTHEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERIMSE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED'. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANEUSUFFIX 120662 0093 J DATE OF FIRM: 07/17/1996 BASE FLOOD ELEVATION: . CERTIFIED TO: MOHAMMAD S. SHAKIR LEGEND TYPICAL -OH- OVERHEAD UTILITY LINES 2272 C B 5 = WALL (CBW) -x—x C.L.F. = CHAIN UNK FENCE -0-0- I.F. = IRON FENCE W.F. = WOOD FENCE ■ 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 MIAMI DADE COUNTY BENCH MARK NO. N -397 -R LOCATOR NO. 3100 ELEVATION 9.80 FEET OF N.G.V.D. OF 1929 SURVEYORS CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDAADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: PROFESSIONAL LAND SURVEYOR NO. 6437 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: SURVEYOR'S SEAL H/ 5582 N.W. 7th STREET, SUITE 202 MIAMI, FLORIDA 33128 TELEPHONE; (305) 220 -3171 FAX: (305) 554-7822 SURVEY NO. ••• • ••• • �• BOLINtalii.VA VW . boa's 1a= 2a L. eily •• ••• •• • • w •• �/ • apti.. •• •• • • ••• `/• •-a-•6.L.% • • •• •• aVal 12 3 2007 ,4G �' Y i Shores Villa Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/10/2006 Inspector: Grande, Claudio Owner: SHAKIR, MOHHAMAD Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JB BUILDERS & CONTRACTORS INC Permit Type: Residential Construction Inspection Type: Hot Mop Work Classification: Addition Block: Phone Number Parcel Number 1132060131700 Lot: Phone: 786 -245 -2103 Building Department Comments Tuesday, May 9, 2006 Page 1 of 2 Passed Inspector Comments t.) 0le— V ■ X /Owe A., f)t'c&- 0Needed Failed Correction Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, May 9, 2006 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL P , ne: (305)795 -2204. Fax:. (305)756-8972 Inspection Date: 04/25/2006 Inspector: Grande, Claudio Owner: SHAKIR, MOHHAMAD Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JB BUILDERS & CONTRACTORS INC Permit Type: Residential Construction Inspection Type: Window and Door Buck Work Classification: Addition Block: Phone Number Parcel Number 1132060131700 Lot: Phone: 786 -245 -2103 Building Department Comments Monday, April 24, 2006 Page 2 of 2 Passed 646 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, April 24, 2006 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone 05)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/24/2006 Inspector: Grande, Claudio Owner: SHAKIR, MOHHAMAD Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JB BUILDERS & CONTRACTORS INC Permit Type: Residential Construction Inspection Type: Wire Lathe Work Classification: Addition Block: Phone Number Parcel Number 1132060131700 Lot: Phone: 786 -245 -2103 Building Department Comments Thursday, April 20, 2006 Page 2 of 2 4 Passed Yv Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, April 20, 2006 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/19/2006 Inspector: Perez, JanPierre Owner: SHAKIR, MOHHAMAD Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JB BUILDERS & CONTRACTORS INC Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Block: Phone Number Parcel Number 1132060131700 Lot: Phone: 786 -245 -2103 Building Department Comments Tuesday, April 18, 2006 Page 2 of 2 A } / 0 i Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, April 18, 2006 Page 2 of 2 Issue Date: 12/5/2005 Owner's Name: MOHHAMAD SHAKIR Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/05/2006 Permit Type: Residential Construction Work Classification: Addition Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor JB BUILDERS & CONTRACTORS IN 786 -245 -2103 Yes Comments: FAMILY ROOM ADDITION Additional Information Type of Construction: ADDING FLORIDA RI Occupancy: Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: 12/5/2005 Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Bond Type - Contractors Bond CCF Education Surcharge Miscellaneous Fee S Notary Fee Permit Fee - New Construction Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Radon Surcharge Radon Surcharge Scanning Fee Submittal Fee Technology Fee Total: Amount $300.00 $25.80 $8.60 $35.00 $5.00 $1,290.00 $50.00 $150.00 $50.00 $2.43 $2.43 $36.00 ($203.41) $32.25 $1,784.10 Building Department File Copy Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2005 -653 Phone: 1132060131700 Lot: PB: Total Square Feet: 485 Total Valuation: $ 43,000.00 Required Inspections Footing Footing Stem Wall Footer Density Termite Letter Slab Fill Cells Columns Second Floor Slab Spot Survey Tie Beam Bond Beam Second Floor Tie Bond Beam Rake Beam Special Inspection Letter Trusses Plan Submittal Floor Trusses Roof Trusses Roof Sheathing Wall Sheathing Window and Door Buck Wire Lathe Window Door Attachment Framing Insulation Drywall Screw Final PE Certification Shutter Attachment Rh] iffpr Final Invoice Numbe !Final BuildirAmt Due Amt Paid RC -12 -05 -22889 RC -12 -05 -23278 Total: $1,749.10 $35.00 AJAR 13 PAID c__ c $1,749.10 $1,749.10 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 C .; V FJ ELI BUILDING PERMIT APPLICATION FBC 2001 Permit No. Master Permit No. Permit Type (circle): Building Elect Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) /tlisg,.., . ae s ha lei r- Phone # Owner's Address 040 Z 7a61- City /1 tfrrr 5h - State Tenant/Lessee Name s Phone # Zip Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES County Miami -Dade NO Zip 2/3c/' Contractor's Company Name V 8. 13,4e ,40.77< (7,:cc Phone # 7e6 ° Z '75 - ? di 2� Contractor's Address 9 /5 Ai tit, 4 Y City h.44,--g-t," State $— L Zip '3'3 13 6 Qualifier State Certificate or Registration No. 5" ®9 5 2. Certificate of Competency No. 1. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ['Addition ['Alteration Describe Work: ['New ❑ Repair/Replace ❑ Demolition Submittal Fee $ Notary $ Scanning $ Code Enforcement $ * ** * * * ** * * * * * * * * * * **** * ** ** Fees * * ** ** * ***** * * *** * * ** * *** * * * ** Permit Fee $ . ®'-- # CCF $ CO /CC. Technology Fee $ Radon $ Zoning Bond $ Structural Plan Review. $ Training/Education Fee $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 Signs e Contractor The foregoing instrument was acknowledged before me this day of ,20�by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * ** * * * * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** PIans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/17/2006 Inspector: Perez, JanPierre Owner: SHAKIR, MOHHAMAD Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Permit Type: Mechanical - Residential Inspection Type: Rough Work Classification: New Block: Phone Number Contractor: RELIABLE AIR CONDITIONING REFRIGERATION AND APPLI Parcel Number 1132060131700 Lot: Phone: 305 -325 -9283 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Thursday, April 13, 2006 Page 2 of 2 • Miami Shores Village Building Department 10050 N.E.2nd Avenu Miami_S . lorida 33138 Tel: 4 ' o7,2 .8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. MC g). -- 1 48 ster hermit No,a Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) /141 HA M f 1) 5164r-F(2, Owner's Address / 0 2 90 Gi g . 2- A cde City s State re' > Tenant/Lessee Name Ph zip 3 3 ( 3 2 Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES County Miami-Dade NO NO /\ Contractor's Company Name ga% rsit //ix CouJrte PviA`u Contractor's Address &' #' 3 . a '?''e°" .04/ 6 ®f7 City /141/24-.-4' State Qualifier ,V f41 cC4 State Certificate or Registration No. CA ( S7( 412 t r� Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Zip Phone # 305-s 3 Z g 3 Zip 33/3a Certificate of Competency No. C .G I $ L1 2. 1 0 Phone # `( °° Square Footage Of Work: Type. of Work. ❑Alteration ['New Repair/Replace Demolition Describe Work arr °rr, �+- c�.. - s q `�/ Gera .47 f4sSi; a_o Submittal Fee $ Permit Fee $ ^ CCF $ c� . ` -0 CO /CC. Notary S-5- 00 • Training/Education Fee $ © - so Technology Fee $ 3, CO Scanning $ 3. CO Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 4,w5.pa d �` c:7 P (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * ** * * * * ** * * *** * * * ** ** * ** C . actor The foregoing instrumen / as acknowledged before me this 19 day of --1— , 20CD by t %f Y t j ML.nO who is personally known to me or who has produced Gil■• NOTARY PUB Sign: Print: My as identificafon and who did take an oath. ssion Expires ************************** * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 FLORIDA 7. Or eny - ernan Commission # DD476455 Wiest,* 4102909. Bonded Thru Atlantis Bonding Co., inr * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: 12/5/2005 Owner's Name: MOHHAMAD SHAKIR Permit Type: Mechanical - Residential Work Classification: New Permit Expires: 10/19/2006 Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor RELIABLE AIR CONDITIONING REF 305 - 325 -9283 Yes Additional Information Tons: 2 TON Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $2.40 Education Surcharge $0.80 Notary Fee $5.00 Permit Fee - New Construction $102.00 Plan Review Fee (Engineer) $17.00 Scanning Fee $3.00 Technology Fee $5.00 Total: $135.20 Building Department File Copy Applicant Signature Permit Status: APPROVED Permit Number: MC2005 -148 Phone: Parcel #: 1132060131700 Block: Lot: Section: PB: Total Square Feet 0 Total Valuation: $ 3,400.00 Required Inspections Rough Rough Duct Ventilation Smoke Test Hood Smoke Det Test Final Invoice Number MC -12 -05 -22885 Total: Amt Due $135.20 Amt Paid $135.20 $135.20 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Issue Date: 12/5/2005 Owner's Name: MOHHAMAD SHAKIR Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 10/19/2006 Permit Type: Mechanical - Residential Work Classification: New Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor RELIABLE AIR CONDITIONING REF 305 -325 -9283 Yes Additional Information Tons: 2 TON Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee - New Construction Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $5.00 $102.00 $17.00 $3.00 $5.00 $135.20 Finance Copy Parcel #: Block: Section: Permit Status: APPROVED Permit Number: MC2005 -148 Phone: 1132060131700 Lot: PB: Total Square Feet: 0 Total Valuation: $ 3,400.00 Required Inspections Rough Rough Duct Ventilation Smoke Test Hood Smoke Det Test Final Invoice Number MC -12 -05 -22885 Total: Amt Due $135.20 C..1fK-44- (c C) Amt Paid $135.20 $135.20 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 204 Fax: (305) 756.8972 IRE NOV BUILDING PERMIT APPLICATION FBC 2001 EQVED gas Permit Type (circle): Building Electrical lumbing Permit No P ~3Z3 er Permit No Mechanical Roofing t Owner's Name (Fee Simple Titleholder) She &Gds S o1,�G'r- Phone # 16 " Z 5f S - 36 fv t Owner's Address .itQZ f Q r(%e'" 2 41'e- �+' City no )or ij c/L State e Zip -3o `3 t Tenant/Lessee Name Phone # )o S : - - .S''fi - 0 Job Address (where the work is being done) ,,,(2 Z pc7 ■CMG -' "' City Miami Shores Village County Miami -Dade Zip 3 3 t'3 Is Building Historically Designated YES NO ✓ Contractor's Company Name - P3U \ekk Contractor's Address '1'4' (o6 SCs Phone # - ssvo City trcNkC5ainC State. Qualifier �j Zip "3?) 1 / State Certificate or Registration No. t n �F 11 OG 1 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit yi Zi .P Square Footage Of Work: Type of Work: 14ddition DAlteration New ❑ Repair/Replace ID Demolition Describe Work: Ai a... PC k+ i - r la ( a Pe-r 44 itcort 4 O As k„.. 4.- ****************************T" * * ** * * * * * *, Fees * * * ** * ** * * * * * * ** * * * * * ** * ** * * ** Submittal Fee $ Permit Fee $ /e� CCF $ 1 - 2.0 CO /CC \. Notary $ Training/Education Fee $ C) . 41-0 Technology Fee $ 4 • S Scanning $ .00 . Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Sign The foregoin instrument was ac owledged before me this day of 20 i j by who is personally known to me or who has produced as ide • ' ; , and who did -take an oath: NOTARY PUBLIC: Sign Print: —M1' /4,117,/ y My Commission Expires: My Commission Expires: 00' Fite ILEANAB. MUNOZ **ak * * * * # * * * * *+t,k * * * *t #*** #fir *,t *,t *,r ** sir *,t *,e * * * *,t,r**,t* *fie *+F** * * * *,r * **,t ** *,t sic * * * * * * * *,t ***sir *�_�;,_ ..,i,* EXPIRES: March 11, 2007 Bonded Thru Budget Notary Services ********** * * * * * * *- * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05113/03 Plans Examiner Engineer Zoning Issue Date: 12/5/2005 Owner's Name: MOHHAMAD SHAKIR Permit Type: Plumbing - Residential Work Classification: New Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 11/04/2006 Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Contractor(s) Phone WH PLUMBING CORPORATION 305 - 219 -5810 Primary Contractor Yes Additional Information Type of Work: NEW PLUMBING FOR BATH Type of Piping: Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable Taws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Permit Fee - New Construction Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $100.00 $80.00 $3.00 $4.50 $189.10 Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: PL2005 -323 Phone: 1132060131700 Lot: PB: Total Square Feet: 0 Total Valuation: $ 2,000.00 Required Inspections Underground Rough Water Main Top Out Main Drain Lavatory Water Service Re Pipe Heater Final Invoice Number PL -12 -05 -22884 Total: Amt Due $189.10 Amt Paid $189.10 $189.10 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Issue Date: 12/5/2005 Owner's Name: MOHHAMAD SHAKIR Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 11/04/2006 Permit Type: Plumbing - Residential Work Classification: New Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Contractor(s) WH PLUMBING CORPORATION Phone 305 - 219 -5810 Primary Contractor Yes Additional Information Type of Work: NEW PLUMBING FOR BATH Type of Piping: Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Permit Fee - New Construction Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $100.00 $80.00 $3.00 $4.50 $189.10 Finance Copy Parcel #: Block: Section: Permit Status: APPROVED Permit Number: PL2005 -323 Phone: 1132060131700 Lot: PB: Total Square Feet: 0 Total Valuation: $ 2,000.00 Required Inspections Underground Rough Water Main Top Out Main Drain Lavatory Water Service Re Pipe Heater Final Invoice Number PL -12 -05 -22884 Total: (Q90 Amt Due $189.10 Amt Paid $189.10 $189.10 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shored Florida 33138 56.8972 Tel: ,3 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building rIli) NOV 1 if 20 Permit No. t l 05 '5 aster Permit No. Al: e L 3 Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) jV01 /1l4''GYpAa /IP • Phone # Owner's Address /C/ S c7 orr e ' ,� fs .0 City s/yiej r3hlern'S State l Zip TenantlLessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Zip q9. - 6-5'S5 Contractor's Company Name 2l �, y 047--e -- del Phone # 3 , 611, — 9 ?.‘ Contractor's Address 3 L%q6 Se./7I City /72/ A e''l' r State �•� Zip 33i, Qualifier State Certificate or Registration No. pG" /C lc./ (o /ejC/& Certificate of Competency No. 45)'2 °481 Phone # Square Footage Of Work: Architect/Engineer's Name (if applicable) $ Value of Work For this Permit o aa, Type of Work: Describe Work: ddition • ['Alteration ❑New ❑ Repair/Replace ❑ Demolition ** * * * * * ** * * ** ****** * * ** Fees* * ** * * * * * * * * * * * * ** * * * ** ****** Submittal Fee $ Permit Fee $ 4.4-49 r eP ® CCF $ C CO /QC. Notary $ Training/Education Fee $ (0 • 4) Technology Fee $ 3 • Z Scanning $ 3 • CDCD Code Enforcement $ Radon $ Zoning Bond $ Structural Plan Review. $ Total Fee Now Due $ I O ' 2) (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S Al'h'IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this The foregoin. .y, ment was acknowledged before me this day of , 20 by , day of f 0 6,5", by �c_ d "�' who is personally known to me or who has produced o P who is rsonallP ; or who has produced As identification and who did take an oath. /4jq To „-id N,711 Contractor NOTARY PUBLIC: NOTARY PUBLI Sign: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: chc 05/13/03 and who did take an oath. Print: -cif' v.54O CnO My Commission Expires: eider' Plans Examiner Engineer Zoning r ADDENDUM TO BUILDING PERMIT APPLICATION (AN A£PIi ,LAT;ON FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, T OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TU3 UNIT FEE ITEM SWITCH OUTLETS (UNIT 8 FEE ITEM SPACE HEATERS MIT FEE BIDET LIGHT OUTLETS / ® CENTRAL HEATING DISHWASHER RECEPTACLES /ZY A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DIRT WORK FLOOR DRAIN SERVICE REPAIRAETER CHANGE REFRIGERATION GREASE TRAP APPLIANCE CUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TCP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTCRS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTCRS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES I A/C WINDOW REI1NSPECT1ON WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS.TRANSFORMERS HEATER - REPLACE 1 GENERATORS TRANSFORMERS i LAWN SPRINKLER -WELL L SPECIAL PURPOSE SWIMMING POOL OUTLETS CO14EERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS • SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA L RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP 8 ABANDON SEPTIC TANK REINSPECT ION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM: GAS RANGE I ! I METER, SET (GAS) GAS PIPIN p 1 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/25/2006 Inspector: Devaney, Michael Owner: SHAKIR, MOHHAMAD Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: DIGITEK ELECTRICAL CONTRACTORS, INC Permit Type: Imported Permit Inspection Type: W W Work Classification: Electric Phone Number Parcel Number 1132060131700 Lot: Building Department Comments Monday, April 24, 2006 Page 1 of 2 Passed Inspector Comments /i-- /-"Lyz, /1,/, -- 9-6- Failed / c gy p/ .2Q // Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, April 24, 2006 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/25/2006 Inspector: Devaney, Michael Owner: SHAKIR, MOHHAMAD Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: DIGITEK ELECTRICAL CONTRACTORS, INC Permit Type: Imported Permit Inspection Type: W W Work Classification: Electric Phone Number Parcel Number 1132060131700 Lot: Building Department Comments Monday, April 24, 2006 Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, April 24, 2006 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone- 05)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/18/2006 Inspector: Grande, Claudio Owner: SHAKIR, MOHHAMAD Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JB BUILDERS & CONTRACTORS INC Permit Type: Residential Construction Inspection Type: Tie Beam Work Classification: Addition Block: Phone Number Parcel Number 1132060131700 Lot: Phone: 786 -245 -2103 Building Department Comments Tuesday, January 17, 2006 Page 1 of Passed 1� Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, January 17, 2006 Page 1 of Issue Date: 11/16/2005 Owner's Name: MOHHAMAD SHAKIR Permit Type: Imported Permit Work Classification: Electric Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 05/13/2006 Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Contractor(s) Phone DIGITEK ELECTRICAL CONTRACT( Primary Contractor Yes Additional Information Perm Type: Electrical Alpha Four: Alpha Six: Pay Amount: 158.35 Alpha Two: Alpha Five: RESIDENTIAL Pay Date: 11/16/2005 Pay Comments: PD BY CK # 1060 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: EL2005 -397 Phone: 1132060131700 Lot: PB: Total Square Feet: Total Valuation: Required Inspections 0 $ 1,500.00 Fees Due CCF Education Fee Plans Processing Fee (Residential) Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $150.00 $3.00 $3.75 $158.35 Building Department File Copy Applicant Signature Invoice Number imp -12 -05 -22886 Total: Amt Due $158.35 Amt Paid $158.35 $158.35 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: EL2005 -397 Printed: 11 /16/2005 Electrical Permit Page 1 of 1 Applicant: MOHHAMAD SHAKIR Owner: SHAKIR MOHHAMAD JOB ADDRESS: 10290 NE 2 AVE Contractor Local Phone: DIGITEK ELECTRICAL CONTRACTORS, INCContractor's Address: 3446 SW 8TH STREET Parcel # 1132060131700 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 & LOT 2 LESS S1/2 BLK Fees: Description Amount FEE2005 -14613 Building Fee $150.00 FEE2005 -14614 CCF $1.20 FEE2005 -14615 Training and Education Fee $0.40 FEE2005 -14616 Technology Fee $3.75 FEE2005 -14617 Scanning Fee $3.00 Total Fees: $158.35 Total Fees: $158.35 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 5/13/2006 Construction Value: $1,500.00 Work: FAMILY ROOM ADDITION Signed: (INSPECTOR) NOV 16 PAID c - +-- CDGCD . In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2n Tel: (30 BUILDING PERMIT APPLICATION FBC 2001 1)`952 -da 33138 972 Permit No. 64:K::/6— 1578 aster Permit No. SECS — �3 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) 'to/fa-ewe a d n # Owner's Address kO Z S 0 WE- Z City h:.4-1-pc. S t/t,o rr.. Tenant/Lessee Name State („_ Zip Phone # Job Address (where the work is being done) \OZ. ¶ 0 A.1 G-- %4-,, . City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO V Contractor's Company Name f ?aca /, COT Phone # 78G Contractor's Address 6' 6/ /0 Nu/ Z . City MA 4° State . L Zip Z C Qualifier eeivi ° S,°Lii`c.e . State Certificate or Registration No. 96 35 oo? 7 Z Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 4, Square Footage Of Work: s-VD Type of Work: lkfAddition ['Alteration ['New ❑ Repair/Replace 0 Demolition Describe Work: jQ,j -0 \ � a �a3.�. !03 �,�1 bc! @ eu� �t ` rt) ` � 14.74:t t��, e (� ^-t 1 m ***, * * ** ** *** * *** * * * * * * ** ** *Fee * * ** ** * ** * * * * * *** * * * * **** *** ** Submittal Fee $ Permit Fee $ 'SO £.!t CCF $ II - CO /CC. Notary $ Training/Education Fee $ U. C=0 Technology Fee $ (e .2 S Scanning $ 9 - O® Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) K) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) iota 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 Alf I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, •a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 __, by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (l �� Plans Examiner Engineer Zoning APPLICATION APPROVED BY: chc 05/13/03 Issue Date: 12/5/2005 Owner's Name: MOHHAMAD SHAKIR Permit Type: Roof Work Classification: Roof - New Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 11/09/2006 Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Contractor(s) HIGH POINT ROOFING CORP Phone Primary Contractor Yes Additional Information Type_of Work Additional_Info In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2005 -1578 Phone: 1132060131700 Lot: PB: Total Square Feet: 550 Total Valuation: $ 3,000.00 Required Inspections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $250.00 $9.00 $6.25 $267.65 Building Department File Copy Applicant Signature Invoice Number RF -12 -05 -22887 Total: Amt Due $267.65 G iI COQ 0 , Amt Paid $267.65 $267.65 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. 4 4 HI URRIC�A, 1�78 SECTION R4402.14 HIGH - VELOCITY HURRICANE ZONES — UNIFORM PERMIT PUt Florida Building Code Edition 2004 HGgh Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTION THE UNIFORM ROOFING P APPLICATION FORM AND ATTACH REQUIRED DOCUMENTS AS NOTED BE Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -R iS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 12.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles arid Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings Design Calculations per Section R4403, or If Applicable, RAS 127 or RAS 128 4. 5. Other Component Product Approvals Municipal Permit Application Owners Notification for Roofing Considerations (Reroofing Any Required Roof Testing /Calculation Documentation FLORIDA BUILDING CODE — RESIDENTIAL l 44.19 HIGH-VELOCITY HURRICANE ZONES t a a Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General _information) Master Permit No. b - r U Process No. Contractor's Name Ht* L. Pe3 I J 12-n4 -if Co 5 %— Job Address i o `Lq,o A,Ls� LiLow Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Medtanicadly Fastened Tile L7 MortaNAdhesive Set Tile ❑ Metal Patel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive- BUR -RAS 150 �/ ROOF TYPE Eilf New Roof ❑ Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) New h mss. to Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. HIGH-VELOCITY HURRICANE ZONES Florida Building Code Edition 2004 High Velocity.Hunicane.Zone Uniform Permit Application Form. •Section C (Low Slope Application) Fastener Spacing for Anchor/Base Sheet Attachment Field: " oc (.2. Lap, # Rows 4 4 Ail Fill in Specific Roof Assembly Components and identify Manufacturer (If a component is not used identify as 'NA") System Manufacturer: G kr HiT cotiv NOA No. 05 0-S0 el& Design Vdind Pressures, From RAS 128 or Calculations: Pmarl 749 2-Prnax2:-K .6 Pmax3:.'1?-4 v.1 Max. Design Pressure, From Zia Specific NOA System: -"`' 4_ pa: r • Deck: Type: P y tuo(,) 4 £/"_o4 Gauge/Thickness: S/8 '1 I 11 Slope: Anchor/Base Sheet & No. of Ply(s): 0"e, Anchor/Base Sheet Fastener/Bonding Material: 1 tAf" - l'•). Insulation Base Layer. N) IN ri 1'0 Base Insulation Size and Thickness: fk) /A _r # Base Insulation Fastener/Bonding Material:Ai/A str 6, Col A 4 Top insulation Layer. iki 1 A• d 07 ....01 41 Top Insulation Size andThickness: N / a d, v- (9 l• ,.. Top Insulation Fastener/Bonding Materiat: e it)/A 0 VD Base Sheet(s) & No. of Ply(s): 0 A/ e• (A 1 1. Z Base Sheet Fastener/Bonding Material: 1 tAt" re I W Ply Sheet(s) & No. of Ply(s): TAO 0 -1., I tit Ply Sheet Fastener/Bonding FLORIDA BUILDING CODE — RESIDENTIAL \ 01att Top Ply: 0 Ad z %9 Top Ply Fastened Bonding Matea_ tU; hi Surfacing: Ciktia 4,211' v. A uu),:c Perimeter If ° oc (.7) Lap, # Rows 4 Comer: 4 oc 6 Lap, # Rows 4 op Number of Fasteners Per Insulation Board NP1 Field / erirneter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. -e) Parapet Height Mean Roof Height 44.21 HIGH VELOCITY HURRICANE ZONES • Florida Building Code Edition 2004 Val Hurricane Zane Uniform Permit A . • n Farm. Section D (Steep Sloped Roof System) Roof System Manufacturer. 140 e (.4 id ' 1 ,can& I. L Product Approval Number 0 2.` (2- l'C8 Minimum Design Wind Preessures, If Applicable (From RAS 127 or Calculations : P2: ° `lc° d' p31.—°14'. Maximum Design Pressure Product Approval Specific System Method of tile attachment Roof Slope: :.f2 Steep Sloped Roof System Description Deck Type: ype Underlayment: insulation: Fire Barrier: ISM MC, (Z'etTt J Ridge Ventilation? CA "Tv Pik Fastener Type & Spacing: dhesive Type: lye `.s wad) ype Cap Sheet Mean Roof Height: `n.� oof Covering: Type & Size Drip cage: HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mrwith the values from Mr. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (pt:" , z7�6e = -i‘•8 Product Approval M (P2 -°^ Tag, z ?.t et.`l = �, M . 6 .0 = Mri .e a% Product Approval ��'` (Pa'•_ -* 6 x 2,0'7 -� = `L2AM- M. °6 =Mrs 2'.ea 3 YProductApproval Mr .' Method 2 "Simplified Tile Calculation Per Table Below" • Mr Required Moment esis hce* Required Moment of Resistance (M,) From Table Bei roduct Approval M Mean Root Height -► Roof Slope 15' 20' 25' 311' 2:12 34.4 36.5 38.2 391 42.2 . 3:12 •32.2 34.4 38.0 374 39.8 412 30.4 32.2 33.8 36.1 3T.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 264 28.0 29.4 30.6 32.4 712 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt : _ x t: - x w: _ )-W: x cos t9 - (P2: x t: _ x w: _ ) - W: _ z cos B. = Fa: (P3: x I: = x w: == )-W: _ x cos 8 :• = Fa: Product Approval F' Product Approval F' Product Approval F' Whereto Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by tut engineering analysis preps by PE based on ASCE 7 Mean Roof Het t H lob Site Roof Slope 0 lob Site Aerodynamic Mull +tier ?. Product A eproval Restarin = Moment due to Gravity Product A.. royal Attachment Resistance Product Approval R ' : Moment Resistance Calculated Minimum Attachment Resistance Product Approval d .lift Resistance Calculated Average Tile Weft W Product Approval Tile Dimensions l= length w= width Product Approval All calculations smut be submitted to the Buildin= Official at the time of < ,,:tg b.., tendon. FLORIDA BUILDING CODE - RESIDENTIAL 44.23 MIAMMAt BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION PE EWED NOV 9 5 NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being ng issued under the applicable rules and regulations the wen 'cons on materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ART). OfLos---ts-6 MIAMI DADS COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAMER STREET,, .SUITE 1603 1563 (305 ) 3 , F (3 e . -2908 This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 'BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Deck. LABELING: Bach 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 automatic.ally 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 Miauni Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03. 0301.05 Expiration Date: 11/04108 Approval Date:10/23/03 Page 1 of 21 TGFU.R1306 - Roofing Systems Page 3 of 56 surfaced with "Fireshield MB" at 2.5 - 3.0 gal/sq. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: - Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: — Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: — One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. eck: C- 15/32; itiona Base Sheet One layer Type G2 ` - "GAIa GLAS #y5 Base Sheet" may be nailed). Ply Sheet One or more layers Type G1 " GAFGLAS" 'ly 4" or GAFGLAS Ply 6 ". Cap Sheet: --- One layer Type G -3 "GAFGLA&Mineral Surfaced Cap Sheet ". nClinc http:// database. ul. com /cgi- bin/XYV /template/LISEXT/ 1 FRAME/showpage.html ?name =T... 5/12/2005 FOUR (4) PLY BUILT UP ROOFING SYSTEM NAILABLE DECK OAF MATERIALS CORPORATION GENERAL Safety: Refer to Section Section 1.06. DO NOT BEGIN INSTALLATION UNTIL THIS INFORMATION IS READ, UNDERSTOOD AND IMPLEMENTED. MATERIALS Material Requirements per 100 sq. ft: Asphalt (per ply) 25 lbs. (1.22 kg /m2) Base Sheet 1 ply Ply Sheets 2 plies Cap Sheet 1 ply 12 YEAR DIAMOND PLEDGE AND SYSTEM PLEDGE GUARANTEE SPECIFICATIONS BOTTOM SHEET ATTACHMENT NAILED NAILED; NAILED NAILED NAILED NAILED SPEC# N -B-4-M BASE SHEET STRATAVENTre NAILABLE #75 BASE SHEET #80 ULTIMA' BASE SHEET MODIFIED BASE SHEET PLY 4 w /SHEATHING PAPER FLEXPLY" 6 w/SHE FHING PAPER INTERPLY INTERPLY SURFACING PLY 4 PLY 4 CAP SHEET PLY :4 PLY :4 CAP SHEET' PLY 4 PLY 4 CAP SHEET PLY 4 PLY 4 CAP SHEET PLY 4 PLY,4 CAP SHEET PLY 4 . PLY 4 CAP SHEET 15 YEAR DIAMOND PLEDGE AND SYSTEM PLEDGE GUARANTEE SPECIFICATIONS (WEST ZONE ONLY) BOTTOM SHEET SPEC# ATTACHMENT BASE SHEET N— B- 4-MIP6 NAILED STRATAVENT® NAILABLE NAILED #75 BASE SHEET NAILED #80 ULTIMA' BASE SHEET NAILED MODIFIED BASE SHEET NAILED FLEXPLr 6 w/SHEATHNG PAPER INTERPI ( FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 Built -Up Roofing Systems 310 INTERPLY FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 SURFACING CAP SHEET CAP SHEET CAP SHEET CAP SHEET CAP SHEET Dec k Type 1; Wood, Non insulated Deck Description: "/ " or greater plywood or wood plank decks System Type B (1): Base-sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Fastening Options: Ply Sheets Cap Sheet: CAMAS 080 tntl:aa'm`Base Sheet, S iATAV'ENT ®Eliminats Perforated Nailable, RIMEROID Modified Base Sheet, RUBEROIDO 20, RUBEROID SBS HeatWeJdTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as describedtbelow; GAFGLAS® Ply 46, GAFGLAS Flex. Ply b, GAFGLAS #75 Base Sheet or any of abovo Base sheets attached to deck with approved =War ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and intwo rows 12" o.c. in the field. (Maximum Design Pressure -415 psf, See General Limitation GAFGLAS® Ply 40, GAFGLAS Flex Ply114 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck. with DiillTec (GAFTII'E) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" oc. in the field of the sheet. (Maximum Desian Pressure -46 osf. Nee Genera limftniinn GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annnlarring shank rails and tin caps at a fastener spacing of 9" o c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -52.5 psf; See General limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Dr l Tec (GAMIE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Markman Design Pressure -6O psf$ See General Limitation ) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill Tess (GAFT1111) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure - 6Opsf, See General limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck. with DrillTec (GAFT'TTS) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approxirnately ► *; o c. in the field of the sheet. (Maximum Design Pressure -75 psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 60 ply sheet, #80 Ultima, RUBEROID MOP Smooth. or RtlBEROID 20 ad:1=d in a full' mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbsisq. (Optional) One ply of GAFGLASO lvfmeral Surfaced Cap Sheet adhered in a fail mopping of approved asphalt applied within the EVT range and at a rate of 20.401 /sq.• NOANo: 03-0501. Expiration Date W04108 Approval Date: IMO 3103 Page 18 of21 Surfacing; (Required if no cap sheet is used) Install one of the following: I. GAF Special Roofing Bitumen with an application rate of 20 Ihsfsq with an application rate of 1.5 galJsq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gatisq.; or OAF Premium Fibered Aluminum. Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal./sq. 2. Asphalt flood coat at an application rate of 60 ibs./sq. ± 20* plus gravel or slag with an application rate of 400 lbsisq, & 300 lbs./sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Out MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeathetCote LOW-VOC applied at rate of 1-1.5 gal/sq. Maximum Design Pressure: See-Fastening Above NOA Nor, 43-0501.05 Expiration Date: 11/04/08 Approval DatetIOn3/03 Page 19 021 WOOD DECK SYSTEM LI: TIONS: 1 A slip sheet is required with Ply 4 and Flex Ply ti when used as a mechanically funned base or anchor sheet. 2. 'Minimum Ws Dens Deck or T pe X gypsum board is acceptable to be installed directly over the wood deck; GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for (ratings of this product. 2. Insulation may be installed in multiple layers. The first Ayer shall be attached in comnpdiance with Product Control Approvaiguidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 dbsdsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be4'x:4'nnaxmum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed .cell foam insulations when the base sheet is fully mopped. If no recovery bcaud is used the base sheet shall be applied using spot mapping with approved asphalt, 12" diameter circles, 24" 0.0.; or strip mopped 8" ribbons in three rows, one at each sidelap and one doarn the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation, Asphalt applrccation of either system .shall be at a minimaum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 p 5. Fastener spacing for .insulation attachment is based on a Ivlinim Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minlyn ire fastener resistance value in conjunction with .the mumdesign value listed within a specific system. Should the fastener resistance be less than that required, as:detenmined by the Building (ifieial, a revised fastener sing, prepare& signed and sealed by aFlorida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing, shall utilize the withdrawal resistance value taken from Tes Appi%ation Standards TAS 1115 and calculations in compliance with Roofing Application Standard RAS 117. 7, Perimeter and corner areas shall comply with the enhanced uplift pressure regc irennents of these anus. Fastener densities shall be increased for both insulation and base sheet as calculated. in compliance with Roofing Application Standard RAS 117. (When this lhniitation Is specifically referred within fly NOA, General imitation #9 will not be applicable.) 8. All attachment and sizing ofperinieteer nailers, metal profile, and/or flashing termination designs hall. conform with Root`r'ng Application Standard RAS 111 and applieable wind load regratements. 9. The maximum designed pressure limitation listed shall be applicableio all roof pressure zones (Le. field, perimeters, and miners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhance l pressure zones (Le. perimeters, extended corners and corners). (When this limitation is; specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products .listed herein shall have a quality assurance audit* accordance with the Florida Barring Code and Rule 9B-72 of the Florida Administrative Code. END OF Tins ACCEPTANCE NOA No: 03.0501.05 Expiration Date: 11104/08 Approval Date :10123103 :)tee 21 of 21 M IA�I hDAD>+ ' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Monier Lifetile, LLC 135 NW 20th Street Boca Raton, FL 33431 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 0 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the The documentation submitted has been reviewed by Miami Dade County Product C by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 1 of 6 ROOTING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing Flat Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces Test Dimensions Specifications 1 =15" w = 10 3/g" 1 1/4" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Product Description PA 112 Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 25 -7094-8 25-7094-5 Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 2 of 6 Test A2encv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc._ Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix 11 Letter Dated Aug. 1,1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Test Name/Report Static Uplift Testing PA 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Qulk Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Date Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 March 1999 Sept. 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 3 of 6 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 0.865 Table 2: Aerodynamic Multipliers -1 (ft3) Tile Profile Z (ft3) Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile 0.24 Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6":12" 7 ":12" or greater DirectDeck Monier Lifetile Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck 6.0 5.9 5.8 5.6 5.5 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - MI (ft -Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" *wood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nall 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nall (Field Clip) 24.3 24.3 242 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Naffs' 50.3 65.5 48.3 1 Installation with a 4° tile headlap and fastemers are located a min. of 2W from head of tile. Moment Mr (ft -Ibf) Table 5. Attachment Resistance Expressed as a for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum - ; chment ynce T.sl/ %`� Monier Lifetile Atlantis Shake & Slate Tile Adhesive 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. - ---- Polyfoam Product, Inc. Average weight per patty 8 grams. 4 La • e • ... • Iacement of 45 : rams of Poi Prom'. 5 Medium paddy placement of 24 grams of PolyProl". Table 5A: Attachment Resistance for Single Patty Expressed as a Moment - My (ft -Ibf) Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PolyPro'a' 7, = ''N PoIyPror"' X40.4 1' 4 La • e • ... • Iacement of 45 : rams of Poi Prom'. 5 Medium paddy placement of 24 grams of PolyProl". Moment - M, (ft -Ibf) Attachment Resistance Table 5B. Attachment Resistance for Mortar or Adhesive Expressed as a Set Systems Tile Application Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Mortar Sets 39.0 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 5 of 6 5.. ' LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. WRAY PROFILE DRAWINGS 11/. " rtr 1 .,.•ti r�r 1'1 vir t inVor \..�• �+. -'� .t tit ..- �.w._ - ...-..• • �^•.1� y{ J MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 6 of 6 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/13/2006 Inspector: Grande, Claudio Owner: SHAKIR, MOHHAMAD Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: HIGH POINT ROOFING CORP Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060131700 Lot: Building Department Comments SEE ATTACHED PICTURES 12 !* Passed d� Inspector Comments a,.4-i gez.0,7 CAI Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, June 12, 2006 Page 2 of 2 • . . • • • • •:qest .•'•• • • • • • • • • • •• •• •-••i • • •• :. • 0110•••!•*..!,,w ••".• .40..414,••••••• • • ,••••• • -.CO - • • 41" • -10,'• • • •• • • • • • °•••14. 6°. .• • "41-1'!'''. • :0) • • •• •• • ..• e' • • 4 El, 410 41110 d A 4,0 • 410 + • 4 fi► O i 40 ' 4110 411# .1111 4W 411. a. iv 40P fir • # / • p a ® s 0 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/13/2006 Inspector: Grande, Claudio Owner: SHAKIR, MOHHAMAD Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: HIGH POINT ROOFING CORP Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060131700 Lot: Building Department Comments Monday, June 12, 2006 Page 1 of 2 Passed Inspector Comments r....,_ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, June 12, 2006 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/14/2006 Inspector: Grande, Claudio Owner: SHAKIR, MOHHAMAD Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HIGH POINT ROOFING CORP Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060131700 Lot: Building Department Comments Tuesday, June 13, 2006 Page 2 of 7 Passed 4 Inspector Comments �� `%lam t9'z -e`'O 0-%.. V--041- -- ,,,,t,,, *,,,,,,,,,0 pe,,,,,,) r J Failed � i,loy-- Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, June 13, 2006 Page 2 of 7 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/14/2006 Inspector: Grande, Claudio Owner: SHAKIR, MOHHAMAD Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HIGH POINT ROOFING CORP Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060131700 Lot: Building Department Comments Tuesday, June 13, 2006 Page 1 of 2 `i' Passed th* Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, June 13, 2006 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/16/2006 Inspector: Grande, Claudio Owner: SHAKIR, MOHHAMAD Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: HIGH POINT ROOFING CORP Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060131700 Lot: Building Department Comments Thursday, June 15, 2006 Page 2 of 2 62/1 Passed J Inspector Comments . Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, June 15, 2006 Page 2 of 2 iami Shores Village ilding Department N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Obi% bli.LL Permit No. PERMIT APPLICATION 0 fPi Master Permit No. 3 P &b- 6 5"3 FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) S T I.2 4 Phone # ?'16 ° 25 .s ° '56'68 Owner's Address IV rV c4 City /7 . S' State YL _ Zip -3 a / Tenant/Lessee Name Phone # Job Address (where the work is being done) /02po 'Y!� 011;1 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO i/ Contractor's Company Name J 6. &', l c A.Ii < Phone # ?6 Z. 9 .5 d ? 5' 6- State F L- Zip i 3 A . (ba Gtr Contractor's Address State Certificate or Registration No. CO ("6 (.o9 j z a- Certificate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Azo ye.-1 Phone # Square Footage Of Work: Type of Work: ['Addition ['Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: 6Z-E.cs, x ,b v.. 42 1 s stems — �� c '�� r a * *, * * * * * * * *, * * * * *, * *** ** * Fees *** * ** ** * * * ****** * * * * * * ** * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC. Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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 mush promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20by , day of ,20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N : 2nd Avenue Miami Shores, FL Phony, (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/05/2006 Inspector: Grande, Claudio Owner: SHAKIR, MOHHAMAD Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JB BUILDERS & CONTRACTORS INC Permit Type: Residential Construction Inspection Type: Tie Beam Work Classification: Addition Block: Phone Number Parcel Number 1132060131700 Lot: Phone: 786- 245 -2103 Building Department Comments 10290 NE 2 AVE Passed Inspector Comments n 144 Z A ®cam t ! o.�tl S 12A-le-4 -r 12A-crt AJ•IA L,.9 eg.. Ti-f '� I ��"1 - C Pad �- 0 S� frJ 6i° Failed Correction Needed / 10 Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, January 4, 2006 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho e: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/04/2006 Inspector: Grande, Claudio Owner: SHAKIR, MOHHAMAD Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JB BUILDERS & CONTRACTORS INC Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Block: Phone Number Parcel Number 1132060131700 Lot: Phone: 786 -245 -2103 Building Department Comments 10290 NE 2 AVE LUIS PHONE (305) 244 -6878 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, January 3, 2006 Page 1 of 2 NWT= OP Burtvirr, 0 20 40 / / // / / // / // / / r 1 " =20' 0 0 8 15' ALLEY F.I.P 3/4" I (No ID) I 90°10'06 24.00' REMAINDER OF LOT 2 BLOCK /3 10' Asphalt Road 70.41'(p) 70.12'(m) 0 M F.I.P 3/4" (No I.D) 37.50' 89 °36'25" 0.30' 15.00' 25. C.B.S GARAGE ELEV = 10.58' 2 .:5' 15.00' 21.65' NORTH 1/2 LOT 2 BLOCK 13 6.80' TILED PATIO 15.00' :�2;6' CoT�xuafk•;::• 15.00' . 2.7' Planter LOT 1 BLOCK 13 24.00' 0.30' F.I.P 3/4 69.90'(p & m) F.I.P I / (No ID) 10' Sidewalk 2' Curb & Gutter 0 0 89 °4954" 56' Pavement NE 2nd AVENUE ( WEST DIXIE HIGHWAY ) ( 80' TOTAL RIGHT OF WAY ) " LEGAL DESCRIPTION " Lots 1 & Lot 2, Tess the South 1/2, in Block 13 of " Amended Plat of MIAMI SHORES SECTION No. 1 " , according to the plat thereof, as recorded in Plat Book 10 Page 70 of the Public Records of Miami -Dade County, Florida. " PROPERTY ADDRESS " 10290 NE 2nd Avenue Miami Shores, Fl 33138 Mohammad S. Shakir BOUNDARY SURVEY I Hereby Certify : That the attached Survey was made under my responsible charge and substantially meets the minimun technical standards as set forth by the FLORIDA BOARD OF LAND SURVEYORS in Cha • 81017 -8 , Florida Admi- nistrative Code, Pursuant to n 472.027, Florida Statutes. TORY. PINERA Regis Land Surveyor & Mapper No. 5687 State of Florida fNot Valid without the Sloneture ant( }'faked San! of a Fierlda Licensed Surveyor& Maooerl ORION SURVEYORS & MAPPERS , INC. t(16217 S.W 48th TERR. MIAMI, FLORIDA 33185. 305) 232 -1109 - 232 -4659 Found Nap (No I.D) F.I.P 3/4" (No I.D) D = 89 °36'25" A = 39.10' R = 25.00' T = 24.83' 90°2335° NOTES: BM USED : D.C.B.M N -397 -R Elev = 9.80' MEANS = ELEVATION 10.36' JOB No: 05 -12508 DATE: 12-21-2005 DRAWN BY: H.Y.P REVISED: NOTES: -THIS SURVEY DOES NOT REFLECT OR -LANDS SHOWN HEREIN WERE NOT ABS -LEGAL DESCRIPTION PROVIDED BY C - BEARINGS IF SHOWN ARE BASED ON -IF SHOWN, ELEVATIONS ARE - UNDERGROUND ENCROACHMENTS NO -7 7- -71, ETERMINE OWNERSHIP. TED FOR EASEMENTS AND/OR RIGHT OF WAYS OF RECORD. LIMED MERIDIAN BY PLAT OF RECORD. TO N.G.V.D 1929. LOCATED. THE FLOOD INSURANCE RATE MAP, DATED 3 -2-94 , PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.MA) , DELINEATES THE HEREIN DESCRIBED LAND TO BE LOCATED WITHIN : COMUNITY No: 120652 PANEL No: 0093 SUFFIX J FIRM ZONE: X BASE FLOOD ELEVATION: N/A 1/ 1/ - WOOD FENCE, —�t —>� = CHAIN LINK FENCE . - CONCRETE BLOCK / or WIRE FENCE STRUCTURE ENCRO C.B.S C.LF W.F M) P) C) O/8 F.LP. N/D S.LR ENCROACHMENT CONCRETE BLOCK STRUCTURE CHAIN LINK FENCE WOOD FENCE MEASURED PLATTED CALCULATED OFFSET FOUND RON PIPE NAI. & DISC SET IRON ROD P.R.M . PERMANENT REFERENCE MONUMENT P.C.P PERMANENT CONTROL POINT P.I . POINT OF INTERSECTION P.0 . POINT OF CURVATURE COMMENCE 011 • DRILL HOLE U.E • UTILITY EASEMENT D.M.E ORA/NAOE MAINTENANCE EASEMENT PP = POWER POLE O.P.L .OVERHEAD POWER UNES A,D,R,T . ARC, DELTA, RADIUS, TANGENT FIR . FOUND IRON ROD W/M F.H C.B CONC S/W NC F.F EL P.0.B N.T.S B.M E.O.W = WATER METER FIRE HYDRANT CATCH BASIN .CONCRETE . SIDEWALK • AIR cONDm0NER = FINISH FLOOR ELEVATION . POINT OF BEGINNING NOT TO SCALE BENCH MARK • EDGE OF WATER Issue Date: 12/5/2005 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/05/2006 Owner's Name: MOHHAMAD SHAKIR Permit Type: Residential Construction Work Classification: Addition Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor JB BUILDERS & CONTRACTORS IN 786 - 245 -2103 Yes Additional Information Type of Construction: ADDING FLORIDA RI Occupancy: Stones: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: 12/5/2005 Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Bond Type - Contractors Bond $300.00 CCF $25.80 Education Surcharge $8.60 Notary Fee $5.00 Permit Fee - New Construction $1,290.00 Plan Review Fee (Engineer) $150.00 P1fi+a.Re iriewc.Fee-Egngifleer). N G, $50.00 Piafl- ReviewFee -cEr guest) $50.00 Radon Surcharge $2.43 Radon Surcharge $2.43 Scanning Fee $36.00 Submittal Fee ($203.41) Technology Fee $32.25 Total: $1,749.10 Building Department File Copy Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2005 -653 Phone: 1132060131700 Lot: PB: Total Square Feet: 485 Total Valuation: $ 43,000.00 Required Inspections Footing Stem Wall Footer Density Termite Letter Slab Fill Cells Columns Second Floor Slab Spot Survey Tie Beam Bond Beam Second Floor Tie Bond Beam Rake Beam Special Inspection Letter Trusses Appr Floor Trusses Roof Trusses Roof Sheathing Wall Sheathing Window and Door Buck Wire Lathe Window Door Attachment Framing Insulation Drywall Screw Final PE Certification Shutter Attachment Shutter Final Final Rnildinn Invoice Number Amt Due Amt Paid RC -12 -05 -22889 $1,749.10 $1,749.10 Total: $1,749.10 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. Issue Date: 12/5/2005 Owner's Name: MOHHAMAD SHAKIR Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/05/2006 Permit Type: Residential Construction Work Classification: Addition Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor JB BUILDERS & CONTRACTORS IN 786 - 245 -2103 Yes Additional Information Type of Construction: ADDING FLORIDA RI Occupancy: Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: 12/5/2005 Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Bond Type - Contractors Bond $300.00 CCF $25.80 Education Surcharge $8.60 Notary Fee $5.00 Permit Fee - New Construction $1,290.00 Plan Review Fee (Engineer) $150.00 Nag-Review flee- (Eagiaeer.) -Zo u-1. i ki $50.00 P R>'v+ew -Fee{€ ineer) raj) LF $50.00 Radon Surcharge $2.43 Radon Surcharge $2.43 Scanning Fee $36.00 Submittal Fee ($203.41) Technology Fee $32.25 Total: $1,749.10 Finance Copy Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2005 -653 Phone: 1132060131700 Lot: PB: Total Square Feet: 485 Total Valuation: $ 43,000.00 Required Inspections Footing Stem Wall Footer Density Termite Letter Slab Fill Cells Columns Second Floor Slab Spot Survey Tie Beam Bond Beam Second Floor Tie Bond Beam Rake Beam Special Inspection Letter Trusses Appr Floor Trusses Roof Trusses Roof Sheathing Wall Sheathing Window and Door Buck Wire Lathe Window Door Attachment Framing Insulation Drywall Screw Final PE Certification Shutter Attachment Shutter Final Final Ruiidinn Invoice Number Amt Due Amt Paid RC-12-05-22889 $1,749.10 $1,749.10 Total: $1,749.10 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. ••• • •E ....... inepring Cover Sheet • • • • • • • • ••• • • • • ••• • • Job #: 05042801 Date : 12/14/2005 ••• • • • • • • • • • • 00 • • 00 •• • • • • • • • • • This coves.9heet:1is irovLie c as per Florida Statute 61G15- 31.003 in lieu • of signing and sealing each individual sheet. An index sheet of the truss designs is attached which is numbered and with the identification and date orr •eaoh. t • rswin2 • . • • • •.• • . • • 0- •• Engineer of Truss Design Package John A. Ilter, P.E. FL Reg. Eng. No. 36205 3320 Paddock Road Weston, FL 33331 (954) 600 -7123 Project Name • JB BUILDERS AND CONT. /SHARIR ADD Building Authority • MIAMI DADE CO. FL. Design Load • 55 PSF / 146 MPH Building Code • FBC 2004 -ASCE 7/d2 Software Used • Alpine VIEW 7.20.0911.20 Project Engineer of Record: I P0.._.) - 653 RE VE PAGE 1 PAGE 2 ... ;..: Fnginepring Cover Sheet ,______] Page • .41. .. Truss ID • • • • • • • • • • • ... • • . • Profile Date Job #: 05042801 Date : 12/14/2005 1 Ti ••• . • • • . • • • .. �'/ ` . •. -._ 2 H121 • ' . . .. • • . . � � IGr`i 3 H101 ... •.i .'• • .e \\\i) '% . 4 HG81 . • • .. .. • . . . "" . 1 . • . .• . 1 . . . .�- ... . . . . �`7\ 5 J8A 6 J6 7 J6A 8 J4 9 J2 Eg 10 CJ8 c, 11 V20 12 V16 1:___ 13 V12 - \\ - - 14 HV12 15 V11 ,__ 16 V8 --"..--- .- 17 V4 1 PAGE 2 Job: (05042801) JB BUILDERS AND CONT. /SHAKIR RDD / T1 THIS DWG. PREPARED FROM COMPUTER INPUT [LORDS & DIMENSIONS)SUBMITTED BY TRUSS MFR. Top ohord 2x4 SP #2 N Bot ohord 2x4 SP #2 N Webs 2x4 SP #3 Oefleotion meets L/360 live and L/240 total load. 12'10 "1 12 3.5 3X 146 mph wind, 15.00 ft mean hgt RSCE 7 -02 CLOSED bldg, not located within 4.50 ft From roof edge, CRT II, EXP C, wind TC bLm5.0 psP, wind BC DL ®5.0 pelf. Components and olodding wind pressures oonsidered for uplift oallouts. * * * ** 1.00 plate duration factor used. * * * ** 1.5X H050 ,` 2X4 (R1 5 "12 • j4 • 25'8 "2 1.5X4 8'7 "9 ;3X4 12'10 "1 v1 ir 3X4 00 1.5X4 �. 2x4 cRl} • • • • • • • • •• • •• • • • • • • • •. • • • • • • • • • • • • • • • • • •••• •• • • • • • • •••• •• •• • • • • • • Rv =2087# U =1700# W =8" 15' L'E6T JI,� P3 :5;10 • • • TR •r... 22 • • PLf . TYP . -WQtt •.— • • ABC /TPI2002 (STD) Cq /RT- 1.00(1.25) /10 ( D) OTY= 10 TOTAL= 10 Rv =769# U =582# WA" DEC1 RIGHT SEOJIG a = 40166 REV. 7.20.0918.19 SCALE =0.2500 • • * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 CHRNOLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MRDISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHRLL HAVE PROPERLY ATTACHED STRUCTURRL PANELS RND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TPI: OR FABRICATING HRNDLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) RND TPI. ALPINE CONNECTORS RRE MRDE OF 208A RSTM R653 GRIM GRLV. STEEL EXCEPT AS NOTED. RPPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCRTED ON THIS DESIGN POSITION CONNECTORS PER DRRWINGS 160 R-Z. THE SERL ON THIS DRAWING INDICATES RCCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITRBILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TPI 1 -1995 SECTION 2 ARTINEZ TRUSS 00., INO: 9280 N.W. South River Dr. Medley, FL 33166 (305)883 -8261 JOHN R. ILTER REGISTERED STRUCT. ENGINEER STATE OF FLORIDR 93820E 3320 PRODOCK ROAD WESTON, FL 33331 TC LL 30.OpEf REF TC DL 15.0psF DATE 12 -14 -2005 BC DL 1O.OpsF DRWG BC LL O.Opsf TOT.LD. 55 . Opsf 0/R LEN. 250700 DUR . FAC . 1.33 SPACING 24.0" TYPE COMN Job: (05042801) JB BUILDERS AND CONT. /SHAKIR ADD / H121 THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot,phord 2x4 SP #2 N Webs 2x4 SP #3 Defleotion meets L/360 live and L/240 total load. ••• • • • • • • 12'0 "9 146 mph wind, 15.00 ft mean h t RSCE 7 -02 CLOSED bldg, not Iooated within 4.50 ft From roof. edge, CRT II, EXP.o, wind TC OL•5.0 per, wind BC DL•5.0 per. Components and plodding wind pressures oonsidered For uplift oollouts. ** 1.00 plate duration Footor used. * * * ** 3.5 p 6X 4X , CR) 12'0 "9 • • • • • • • 0• • • • • • • • •• • • • • • .. • • • • 0000 • •••• • • ••• •• •• 25'8 "2 Rv =2076# U =1714# W =8" • • • • • • • •••• • • LEFT JIG = !2:7." L 1 . • TR •F•••T24 • • • PLi . Tyr. -Writ • • • •FBC /TPI2002 (STD) Cq /RT- 1.0011.25) /10 t CO CITY= 1 TOTAL= 1 Rv =780# • • * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING, REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE f<i PROPERLY ATTACHED RIGID CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTRLLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20tA RSTM RS53 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO ERCH FACE OF TRUSS FIND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TPI 1 -1885 SECTION 2. MARTINEZ TRUES CO., INC. 9280 N.W. 8outh River Dr. Medley, FL 33188 (306)883.8281 U =593# DEC 1 Fk 2005 JOHN R. ILTER REGISTERED STRICT. ENGINEER STATE OF FLORIDR 838205 3320 PROMO( ROAD RESTON, FL 33331 W=1" RIGHT JIG = 12'7 "11 REV. 7.20.0918.19 SCALE =0.2500 TC LL TC DL BC DL BC LL TOT.LD. OUR.FRC. 30.Opsf REF 15.0psf' DATE 10.0psf DRWG O.Opsf 55.0psf' 0/11 LEN. 250700 1.33 12 -14 -2005 SPACING 24.0" TYPE HIPS Job:CO5042801) JB BUILDERS AND CONT. /SHRKIR ADD / H101 THIS DWG. PREPARED FROM COMPUTER INPUT CLOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR. Top ohord 2x4 SP #2 N Bo't ohord 2x4 SP #2 N ` Webs 2x4 SP #3 Deflection meets L /380 live and L/240 total • •• • • • • • • • • • T N 2X4 (A1 5 -12 10,0 "9 3.5 p 3X5 1.5X 146 mph wind, 15.00 ft mean h t RSCE 7 -02 CLOSED bldg, not looated within 4.50 Pt from roof edge, CRT II, EXP C, wind TC bL =5.0 pee, wind BC DL'5.0 pef. Components and cladding wind pressures oonsldered for uplift oallouts. load. * * * ** 1.00 plate duration footor used. * * * ** 5X 5.7.. 4X/ 3X4 21'7" • • 25'8 "2 • • • • Rv =s42e'4C Lr =16i 1# W =8" • • • •• • • • • •••• • LEFT JIQ = 111 ;q :t2 TR •i 23 PCP. TYP. -Wf •• • • • ••. • • •• •• • • • • • 10.0 "9 3X5 1.5X4 T X4 CAl) m • • • • • • PBC /TPI2002 (STD) Cq /RT -1.00 01.25) /10 C 0) CITY= 1 TOTAL= 1 Rv =1428# •• MARTINEZ TRUSS CO., INO: 9280 N.W. South River Dr. Medley, FL 33188 (306) 883-6261 RND BRACING.TRREFER TOOHIB- 91X( HANDLINGEINSTRLLINGRRNDOBRACING ), PUBLISHEDGBYITPIR(TRUUSS PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRRCTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHRLL HAVE PROPERLY ATTACHED STRUCTURAL PANELS RND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. *■IMPORTRNT*; FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TPI: OR FRBRICRTING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) RND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO ERCH FACE OF TRUSS RND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SEAL ON THIS ORRWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TPI 1 -1985 SECTION 2. U =1011# DEC 1 5 2005 RIGHT JIG 10'6"12 REV. 7.20.0918.19 SCALE =0.2500 JOHN R. ILTER REGISTERED STRUCT. ENGINEER STATE OF FLORIDA 038205 3320 PADDOCK ROAD WESTON, FL 33331 TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf REF 15.Opsf DATE 12 -14 -2005 IO.Opsf' DRWG 0.Opsf 55 . Opsf' 0/R LEN. 250700 DUR.FRC. 1 33 SPACING 24 0 TYPE H I PS Job:(05042801) JB BUILDERS AND CONT. /SHAKIR ADD / HG81 Top ohord 2x4 SP #2 N :TC2 2x6 SP #2: Bot chord 2x6 SP #2 Webs 2x4 SP #3 SPECIAL LORDS (LUMBER DUR.FRC. =1.33 / PLATE DUR.FRC. ®1.00) TC .. From 91 PLF at -0.13 to 91 PLF of 8.00 TC - From 181 PLF at 8.00 to 181 PLF at 17.58 TC - From 91 PLF of 17.58 to 91 PLF at 25.71 BC - From 20 PLF at -0.05 to 20 PLF of 8.11 BC - From 43 PLF at 8.11 to 43 PLF of 17.52 BC - From 20 PLF at 17.52 to 20 PLF at 25.63 TC - 266 LB Cono. Load of 8.00, 17.58 BC - 318 LB Cono. Load at 8.00, 17.58 1,,1 8'0"9 1"' 8'0 "9 12 3.5 T 2'9 °12 2X4 (A1 5 "12 • • • • • • 1.5X 6X1 266+# T 7X8 9'7" 9,7" THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS I DIMENSIONS)SUBMITTED BY TRUSS MFR. 146r mph wind, 15.00 ft mean h t RSCE 7 -02 CLOSED bldg, not located within 4.50 ft from roof edge, CRT II, EXP C, wind TC OL =5.0 psf, wind BC 01....5.0 psi. Components and cladding wind pressures oonsidered for uplift oollouts. Deflection meets L/360 live and L/240 totol load. * ** *s 1.00 plote duration factor used. • *1 *1 266 jk 3X4 7X8 8'0 "9 8'0 "9 6X10 1.5X4 1 2'9 °12 X4 (Al) Ti • • • • • • • • I' • • • • •••••Rv =2551 #• • •• •• • • • • •••• • •••• LEFT JIG = 8 %4'dQ' T G••.•••25 ALT! TY . -WAIV, •• • .• MARTINEZ TRUSS CO., INC: . 9280 N.W. South River Dr. Medley, FL 33188 (305)883.8261 X10 • • • •• 4X/ • •8'0 "9 •••• • • U =t5S44# W =8" • • •• •• • • • • • 1 4X1 21'7H05II8 25'8 "2 4X/ 318# 9.7.. 318 • • • • • • • FBC /TPI2002 CSTD) Cq /RT °1.00 (1.25) /10 ( 0) OTY= 1 TOTAL= 1 8'0 "9 Rv =2552# U =1934# W =8" DEC 15 2005 ••WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -S1 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLRTE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53718) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PRNELS RND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM R853 GR40 GALV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWI8E LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITRBILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TPI 1 -tBA5 SFf.T1ON P RIGHTSEOG == 402742 REV. 7.20.0918.19 SCALE =0.2500 JOHN R. ILTER REGISTERED STRUCT. ENGINEER STRTE OF FLDRIDR 938205 3320 PADDOCK RORD WESTON, FL 33331 TC LL 30.Opsf' REF TC DL 15.Opsf' DATE 12-14-2005 BC DL 10.Opsf' DRWG BC LL O.Opsf TOT . LD . 55.0psf' 0/R LEN. 250700 DUR.FRC. 1 .33 SPACING 24.0" TYPE HIPS Job:C05042801) JB BUILDERS AND CONT. /SHAKIR ADD / J8A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top ohord 2x4 SP #2 N Bolt ohord 2x4 SP #2 N - Webs 2x4 SP #3 Defleotion meets L/360 live and L/240 total loud. • • • N 1.5X4 0) 146 mph wind, 15.00 ft meon hgt ASCE 7 -02 CLOSED bldg, not I000ted within 4.50 ft from roof edge, CRT II, EXP C, wind TC ISL -5.0 pie, wind BC 01....5.0 psF. Components and olodding wind pressures considered For uplift oollouta. * * * ** 1.00 plate duration factor used. * * * ** Rv =269# U =348# NAILED (3) /6 d,d ,1 /(I e.. Rv =334# • U =2$OJf : W =8" • • • • • 80 • 0• • .. • • • • • 8041. 8000 41• • • ..80 .8 .8 • • • • LEFT- M = V746. PL4141•. i ! 7Tf . - WR.V.�. . • • • • 6' N N --4 -4 � s 0) 0) N N V� .. (2.) 1t, l /14 /15 Rv =65# U =180# NAILED • • • • • • FBC /TPI2002 (STD) Cq /RT -1.00 (1.25) /10 ( 0) QTY= 6 TOTRL= 6 •. ARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33166 (306) 883 -8281 AND BRACING.TRREFER TOOHIB- 91XT( HANDLINGEINSTALLINGRANDGBRACING ), PUBLISHED BY JOHN A. PLAT INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE ♦'i PROPERLY ATTACHED RIGI. CEILING. **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING RND BRACING DF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 20GR RSTM A653 GR40 GRLV. STEE EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SERL ON THIS DRRWING INDICRTE- ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TPI 1-1995 SECTION 2. RIGHTS JIG = 6'1 "2 1EC ` 5 2005 REV. 7.20.0918.19 SCALE =0.7500 ILTER REGISTERED STRUCT. ENGINEER STATE OF FLORIDA 938206 3320 PADDOCK ROAD WESTON, FL 33331 TC LL TC DL BC DL BC LL TOT.LD. DUR.FRC. 30.Opsf REF 15.Opsf DATE 10.Opsf DRWG O.Opsf 55.Opsf' 0/A LEN. 6 1.33 12 -14 -2005 SPACING 24.0" TYPE EJRCK Job :CO5042801) JB BUILDERS AND CONT. /SHAKIR ADD / J6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top ohord 2x4 SP #2 N Bot ohord 2x4 SP #2 N " Webs 2x4 SP #3 DeFleotion meets L/360 live and L/240 total load. N N X4 (Al) 5 "12 146 mph wind, 15.00 Ft mean hggt, ASCE 7 -02, CLOSED bidgg, Looated anywhere In roof, CRT II, EXP C, wind TC OL =5.0 psF, wind BC DL =5.0 psF. Components and plodding wind pressures oonsldered For uplIFt oallouts. * * * ** 1.00 plate durotion Factor used. * * * ** 3'6 "4 Rv =99# J 301# N N -1 z e N N N N 2'0 "9 • • • • • •• • • •. • • • • • • • • .. • • • • • • • • • •.•• • • ... • • • • • .. • • • • ••. • •••• EFT JIG = 6y;45 PL�• -WRVE •- • •• • • •. •• • • • • • 6'0 "9 1.5X4 Rv =578# U =1008# W =8" • • • • • • fBC /TPI2002 (STD) Cq /RT -1.00 (1.25) /10 ( 0) QTY= 2 TOTAL= 2 NAILED (3) It J J A/6 Rv = -4# U =180# NAILED DEC 1: Job: 005042801) JB BUILDERS AND CONT. /SHAKIR ADD / J6A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top ohord 2x4 SP #2 N Bot chord 2x4 SP #2 N - Webs 2x4 SP #3 DeFleotion meets L/360 Ilve and L/240 total load. •0 • • • • • • • 3'8 "8 146 mph wind, 15.00 Ft mean hgt, RSCE 7 -02, CLOSED bldg, Located anywhere In roof, CRT II, EXP C, wind TC DL-5.0 psf, wind BC DL -5.0 psF. Components and oladdin9 wind pressures oonsidered For uplift oollouts. * * * ** 1.00 plate duration Footor used. * * * ** Rv =180# U 427# NAILED N N ---: --: z N N N N • • • .4X1. • •41 • ' • Rv =2.3 #: Uv3D34 • • •• • • • • ••• • • • L FT'•JI• 4'0•••3 m .�. P ..D ?1OWAW€.• • •46 MARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33188 (305) 883 -8281 4600• • • 4100• • • •• •• • • • • • 4' _-1411 :t .4 . ct /P.47 81.04 (7) 16dov <(5 W =8" Rv =42# U =180# NAILED • • • • •PBC /TPI2002 (STD) Cq /RT -1.00 C1.25)/10 ( 0) OTY= 2 TOTAL= 2 DEC 1.5 2005 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING PLATE INSTITUTE, TO SUITEN200 INSTRLLING AND 53719)) PUBLISHED OSAFETTY PRACTICES S PRIOR TO PERFORMING THESE FUNCTION: UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PRNELS RND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGIC CEILING. * *IMPORTRNT ** FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING HANDLING, SHIPPING, INSTRLLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST RND PAPER ASSOCIATION) RND TPI. ALPINE CONNECTORS RRE MADE OF 20GA RSTM R653 GR40 GALV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0h THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SERL ON THIS DRAWING INDICATES RCCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITRBILITY RND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER RNSI /TPI 1 -1995 SECTION 2. REV. RIGHT JIG = = 402 1 42 7.20.0918.19 SCALE =1.0000 JOHN A. ILTER REGISTERED STRUCT. E:GINEER STATE OF FLORIDA 936205 3320 PADDOCK ROAD WESTON, FL 33331 TC LL TC DL BC DL BC LL TOT.LD 30.Opsf REF 15.Opsf DATE 12 -14 -2005 10.Opsf DRWG O.Opsf 55.0psf' 0/R LEN. 4 DUR.FRC 1 33 SPACING 24.0" TYPE JACK Job: (05042801) JB BUILDERS RND CONT. /SHRKIR RDD / J4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 DeFleotion meets L/360 live and L/240 total loud. X4 (Al) • • • 1 5 °12 3.5 .- 2X4 146 mph wind, 15.00 Ft meon hggt, ASCE 7 -02, CLOSED bldgg, Looated anywhere in rooF, CAT II, EXP C, wind TC 0L =5.0 per,' wind BC 0L =5.0 psF. Components and cladding wind pressures considered For upliFt oollouts. * * * ** 1.00 plate duration Footor used. * * * ** F'- -K67546# UL180# NAILED (3) /G d lairs • .1 2'0 "9 • • • • • • 0 0. • • 00 • • • • • .0 • • 0 • 0 • ••0• • • • • 0 • •0 • • • • 00.41 • •••• LEFT .1 8= L3:14 PLT. TYP. -WF . • .. MARTINEZ TRUSS 00., IN0 9280 N.W. South River Dr. Medley, FL 33188 (305) 883.8281 • • •••• • • •• •• • • • • • 4'0"9 N N --1 : h.. N. X11)'4 cidots 1.5X4 Rv =599# U =1247# W =8" Rv = -92# U =180# NAILED • ••• • • OR BC /TPI2002 (STO) Cq /RT -1.0001.25) /10I 0) QTY= 4 TOTAL= 4 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTRLLING AND BRACING. REFER TO HIB -91 (HANDLING INSTRLLING RND BRRCING) PUBLISHED BY TPI (TRUSS PRIOR INSTITUTE, 583 FUNCTION .SUUUNLESSOOTHERWISE'INDICATED, TOPRCHO D SHRLLCHAVES PROPERLY ATTACHED STRUCTURAL PANELS RND BOTTOM CHORD SHALL HAVE M PROPERLY RTTRCHED RIGID CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRRCTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FRILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TPI: OR FRBRICRTING HANDLING, SHIPPING, INSTRLLING RND BRRCING OF TRUSSES. DESIGN CONFORMS WITH RPf''LICRBLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) RND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM RS53 GR40 GRLV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0I THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SERL ON THIS DRAWING INDICATES RCCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TPI 1 -1595 SECTION 2. !7 1 5 2005 JOHN A. ILTER REGISTERED BTRUCT. ENGINEER STATE OF FLORIDA 938205 3320 PADDOCK ROAD WESTON, FL 33331 RIGHT JIG = 402 3 34 REV. 7.20.0918.19 SCALE =1.0000 TC LL 30.Opsf REF TC DL 15.Opsf DE 12-14 -2005 BC DL 1O.Opsf DRWATG BC LL O.Opsf TOT. LD. 55 . Opsf 0/R LEN. 4 DUR . FRC . 1.33 SPACING 24.0" TYPE JACK Job:(05042801J JB BUILDERS AND CONT. /SHAKIR ADD / J2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot ohord 2x4 SP #2 N Components and oloddin9 wind pressures oonsidered For uplift oollouts. * * * ** 1.00 plate duration Footor used. * * * ** X4 (Al) 12 3.5 111195# Rh -305# U =281# NAILED ** The maximum horizontal reaotion is 304# ** 146 mph wind, 15.00 Ft mean hot, RSCE 7 -02, CLOSED bldg, L000ted anywhere In roof, CAT II, EXP C, wind TC DLQ5.0 psf, wind BC 0L -5.0 psP. Deflection meets L/360 live and L/240 total load. (3) " i4/4/0 N N N 0 0 0 5'12 ,/f \ `� A11 ()it diivij 2'0 "9 • .n. Rv $3# Rh-3054 U =180# NAILED • • • • • • • • 00 • 00 • • • • •• • • • • • • • •• • • • • 4100• • • • ••00 •0 • • • • 0•• • LEF•1"MO 2:1;41• T(J • 9 **I" P T•' •TT . -WRYE • • • • • •• MARTINEZ TRUES CO., INC. 8280 N.W. South River Dr. Medley, FL 33188 (306) 8834281 • • •• •0 • • • • • • • • •R+BC /TPI2002 (STD) Cq /RT -1.00 (1.25) /l0 ( 0) QTY= 4 TOTAL= 4 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FRBRICATING HANDLING SHIPPING INSTRLLING RND BRACING. REFER TO HIB -S1 [HANDLING INSTRLLING AND BRACING) PUBLISHED BY TPI (TRUSS PRIOR TOSPERFORMING3THESE FUNCTDIONS. SUUUNNLLESSOOTHERWISE,INDICRTEDS )TOPRCHORD SHRLLCHAVES PROPERLY ATTACHED STRUCTURRL PRNELS RND BOTTOM CHORD SHALL HRVE I� PROPERLY RTTRCHED RIGIC CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICRTION PUBLISHED BY THE RMERICRN FOREST RND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 20GR RSTM A653 GR40 GRLV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO ERCH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SPRL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITRBILITY RND USE OF THIS COMPONENT FOR RNY PRRTICULRR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER RNSI /TPI 1 -1885 SECTION 2. OR 15 2605 RIGHT JIG = 2'2 "1 REV. 7.20.0918.19 SCALE =10000 JOHN R. ILTER REGISTERED STRUCT. ENGINEER STATE OF FLORIDR 838205 3320 PROOOCK ROAD WESTON, FL 33331 TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf REF 15.Opsf DATE 12 -14 -2005 10.Opsf DRWG 0.0psf 55.Opsf 0/R LEN. 2 DUR.FRC. 1 33 SPACING 24.0" TYPE JACK Job: 005042801) JB BUILDERS AND CONT. /SHAKIR ADD / CJ8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top ohord 2x4 SP #2 N Bo' ohord 2x4 SP #2 N -Webs 2x4 SP #3 SPECIAL LORDS CLUMBER DUR.FRC. =1.33 / PLATE DUR.FAC. =1.00) 97 PLF of 2.83 TC = From 0 PLF. ot 2.83 to 182 PLF ot 11.31 23 PLF at 2.83 BC - From 0 PLF at 2.83 to 41 PLF at 11.31 146 mph wind, 15.00 ft mean hot, RSCE 7 -02, CLOSED bldg, Looated anywhere In roof, CRT II, EXP C, wind TC DL @5.0 pie, wind BC DL =5.0 psf. Components and oladdin9 wind pressures oonsidered for uplift oollouts. Defleotion meets L/360 live and L/240 total Toad. * * * ** 1.00 plate duration rooter used. * * * ** 7'10. "7 Rv =254# U =275# • • • • •• • • • • •• • • • • • • • • • • • •• • • • • • LEFRT JI 1.1• ;;;t4 PL9!•fY. -27 WAGE • • • • MARTINEZ TRUSS CO., INC. 5280 N.W. South River Dr. Medley, R.33188 (306) 883-6281 • • • • •• • •0•• • • •••• • • •• •• • • • • • • • • • • i•BC /TPI2002 CSTD) Cq /RT -1.00 (1.25) /10 ( 0) OTY= 2 TOTAL= 2 3X6 T NAILED Hak/lrcbfg'..44t /rB:J: $1 1) 1.�14f547® N N ---A —4 C e N N 11 Rv =309# U =253# NAILED DEC 15 2005 * *WARNING ** TRUSSES REDUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING RND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHRLL HAVE PROPERLY RTTRCHEO STRUCTURAL PANELS RND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRRCTOR. RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS CNATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RND PAPER ASSOCIATION) AND TPI. RLPINE CONNECTORS ARE MRDE OF 20GA RSTM RS53 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SERL ON THIS DRAWING INDICATES RCCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TPI 1 -1995 SECTION 2. RIGHTSJIG = 402' 54 REV. 7.20.0918.19 SCALE =0.5000 JOHN R. ILTER REGISTERED STRUCT. ENGINEER STATE OF FLORIDA 638205 3320 PADDOCK ROAD WESTON, FL 33331 TC LL 30.OpsP REF TC DL 15.Opsf DATE 12-14-2005 BC DL lO.Opsf ORWG BC LL 0.0psf TOT.LD. 55.0ps' 0/R LEN. 110312 DUR . FAC . 1 .33 SPACING 24.0" TYPE H I P_JACK Job: (05042801) JB BUILDERS AND CONT. /SHAKIR ADD / V20 THIS DWG. PREPARED BY THE RLPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top ohord 2x4 SP #2 N Bot ohord 2x4 SP #2 N -Webs 2x4 SP #3 Def'leotion meets L/380 I've and L/240 totol Toad. See -DWG VRLTRUSS1103 for volley details. so • •••••• • • • • ••••• • • 000 •••••• • • • • • 000 00. • • • • LEFT JIG = 10'5" TAG = TIS PLT. TYP. -WAVE T -4 -4 N o 000000 • • • • • • •• • • • •••••• • •• • • • • •••• • •••• • • •••• 10' 3.5p 146 mph wind, 15.00 ft mean hgt RSCE 7 -02 CLOSED bldg, not I000ted within 4.50 Ft from roof edge, CAT II, EXP C, wind TC DL =5.0 peF, wind BC 0L =5.0 peP. Components and olodding wind pressures considered For uplift oollouts. * * * ** 1.00 plots duration footor used. * * * ** 4X4 10' 1.5X4 1.5X4 ■ 1) 1.5X4 1.5X4 3X4 ARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33188 (306) 883 -6261 • ••• ••••• • •••• •••••• • • • •••••• • • • • • • • • • • • •• 20' 1.5X4 2X4 (D1) FBC /TPI2002 (STD) Cq /RT- 1.0011.251 /10 t O) OTY= 1 TOTAL= 1 • *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING,[ HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR 53719) PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHILL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM AS53 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0h THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TPI 1 -1985 SECTION 2. DEC 15 2005 Rv =111pIf 11 =1001DIP W-20' RIGHT JIG = 10'5" SEC REV. 7.20.0918.19 SCALE =0.3750 JOHN A. ILTER REGISTERED STRUCT. ENGINEER STATE OF FLORIDA *38205 3320 PROOOCK ROAD WESTON, FL 33331 TC LL 30.Opsf REF TC DL 15.Opsf' DATE 12 -14 -2005 BC DL 10.Opsf' DRWG BC LL 0.Opsf TOT . L0. 55 . Opsf 0/A LEN . 20 DUR . FRC . 1.33 SPACING 24.0" TYPE VAL Job: (05042801) JB BUILDERS AND CONT. /SHRKIR ADD / V16 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top ohord 2x4 SP #2 N Bot ohord 2x4 SP #2 N -Webs 2x4 SP #3' DeFleotlon meets L/380 live and L/240 total load. See DWG VRLTRUSS1103 For volley_detalls. ••..•• • • • • • •.•••* • • .0.00 • • ••0•• •.*••• • • • T N • • • • • • 0* • • • 000000 • 0• • • • • •.0. • 0000 • • • woos 0.0.0• 0•0 • • 0 • 0 • LEFT JITG = 8'4" PLT.=TYP1 -WAVE 1- 3.5 12 8' 1.5X4 146 mph wind, 15.00 Ft mean hot RSCE 7 -02 CLOSED bids, not I000ted within 4.50 ft From roof edge, CAT II, EXP C, wind TC bL -5.0 psF, wind BC DL =5.0 p.e. Components and oladding wind pressures oonsidered For uplift oallouts. * * * ** 1.00 plate duration factor used. * * * ** 4X4 8' 1.5X4 2X4(01) ll 1.5X4 1.5X4 3X4 1.5X4 :• -- 16' • •••• •... • .000•• • • .••••• • • '• • • • • • 0 • • • FBC /TPI2002 (STD) Cq /RT -1.00 (1.25) /10 C 0) OTY= 2 TOTAL= 2 Rva111pIf J:14 IF W =16' DEC 15 2005 MARTINEZ TRUSS 00., INC: 9280 N.W. South River Dr. Medley, FL 33188 (306) 883 -8281 •*WARNING ** TRUSSES REOUIRE EXTREME CARE IN FRBRICRTING HANDLING SHIPPING INSTRLLING AND BRRCING. REFER TO HIB -91 (HANDLING INSTALLING RND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURRL PANELS RND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRRCTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: RNY FRILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND PAPER ASSOCIATION) RND TPI. ALPINE CONNECTORS RRE MADE OF 20GR ASTM RS53 GR40 GRLV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO ERCH FACE OF TRUSS AND UNLESS OTHERWISE LOCRTED 0i THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SPRL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGN R. PER ANSI /TPI 1 -1995 SECTION 2. JOHN A. ILTER REGISTERED STRUCT. ENGINEER STATE OF FLORIDA 836205 3320 PADDOCK ROAD WESTON, FL 33331 RIGHT JIG = 8'4" S EO = 40279 REV. 7.20.0918.19 SCALE =0.3750 TC LL 30.Opsf REF TC DL 15.Opsf DATE 12 -14 -2005 BC DL lO.Opsf DRWG BC LL O.Opsf TOT.LD. 55.Opsf 0/R LEN. 16 DUR.FRC. 1 33 SPACING 24 0 TYPE VAL Job: (05042801) JB BUILDERS AND CONT. /SHAKIR ADD / V12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top ohord 2x4 SP #2 N Bot .,ohord 2x4 SP #2 N Webs 2x4 SP #3 Defleotion meets L/360 live and L/240 total Iood. See.DWG VRLTRUSS1103 for valley detoils. • • • • oo • • 0000• • • •• • • •••• • • • ••0••• •••• f T a) 2X4 CD1) • 000000 • • • • • • • • •• • • • • 000000 • •• • • •••• 0.000• • • • •••• • 000.0• ••• • • • • • • • •• LEFT JIG = 6'3" TAG.= T14 PLT. TYP. -WAVE 3.5 12 6' 146 mph wind, 15.00 ft mean h t RSCE 7 -02 CLOSED bldg, not I000ted within 4.50 Ft from roof edge, CAT II, EXP C, wind TC 6L ®5.0 psf, wind BC DL.-5.0 paf. Components and olodding wind pressures oonsidered For uplift oallouts. * * * ** 1.00 plots duration faotor used. * * * ** H0508 6' 2)04 01) d' • 12� •••••• 1.5X4 •••• • • •••• • • •0••0• • • • • • • • • • • • •0 MARTINEZ TRU88 CO., INC: 9280 N.W. South River Dr. Medley, FL 33168 (305) 883 -8281 12' FBC /TPI2002 (STD) Cq /RT- 1.0011.25) / 3 t 0) CITY- 1 TOTAL- 1 Rv =111pIf h7j1100If W =12' * *WARNING *. TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRRCING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED ' TOP CHORD SHRLL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY RTTRCHED RIGIC CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GALV. STEEL EXCEPT RS NOTED. RPPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0h THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITRBILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TPI 1 -1995 SECTION 2. DEC 15 2005 JOHN A. ILTER REGISTERED STRUCT. ENGINEER STRTE OF FLORIDR 336205 3320 PADDOCK RORD VESTON, FL 33331 RIGHT SEOOJIG = 40282 REV. 7.20.0918.19 SCALE =0.5000 TC LL 30.Opsf REF TC DL 15.Opsf' DATE 12 -14 -2005 BC DL 1O.Opsf ORWG BC LL O.Opsf TOT.LD. 55.Opsf' 0/R LEN. 12 DUR . FAC . 1.33 SPRCING 24.0" TYPE VAL Job: 005042801) JB BUILDERS AND CONT. /SHAKIR ADD / HV12 THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTED BY TRUSS MFR. Top ohord 2x4 SP #2 N 146 mph windy 15.00 ft mean h t RSCE 7 -02 CLOSED bldg, not looated within 4.50 5o`t ohord 2x4 SP #2 N ft From rooF ed a CRT II EXI C wind TC ISL =5.0 psF, wind BC 0Lf5.0 psF. Webs 2x4 SP #3 9 r r r Components and plodding wind pressures oonsidered For uplift oallouts. Defleotlon meets L/360 live and L/240 total load. Rll plates are 2X4(01) exoept as noted. * * * ** 1.00 plate duration Faotor used. * * * ** 000000 •• • • • • • 000•• • • ••solo • • • • •••••• • • • • 1 1'2 "8 • 1. • • •• • • • •• • • • • •s•••• • s• • • • • •solo • 0000 • • ••• • • • • 16 00 LEFT JIG = 4'3 "13 TAG = T28 PLT. TYP. -WAVE 4'1"12 3.5 12 4X4 3'8 "8 4X4 MI MI, 4'1 "12 ®1 1.5X4 1.5X4 Ie L::a�" 12' MARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33186 (305) 883 -8261 • • • • •• •• • • • • • • • • • • • •• 1 1'2 "8 1 Rv =111pIF �U11003IF W =12' FBC /TPI2002 CSTO) Cq /RT -1.00 (1.25) /10 C 0) OTY"' 1 TOTRL= 1 ••WARNING*• TRUSSES REDUIRE EXTREME CARE IN FABRICATING HRNDLING SHIPPING INSTRLLING RND BRACING. REFER TO HIB -91 (HANDLING INSTRLLING RND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MRDISON, W. 53719) FOR SAFETY PRRCTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICRTED TOP CHORD SHALL HAVE PROPERLY RTTRCHED STRUCTURAL PRNELS RND BOTTOM CHORD SHALL HAVE A PROPERLY RTTRCHED RIGIC CEILING. * *IMPORTANT•• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICRBLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST RND PAPER ASSOCIATION) RND TPI. ALPINE CONNECTORS RRE MADE OF 20GR RSTM R653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO ERCH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRRWINGS 180 R -Z. THE SERL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNE . PER ANSI /TPI 1 -1995 SECTION 2. DEC 15 2005 REV. JOHN R. ILTER REGISTERED STRUCT. ENGINEER STATE OF FLORIDA '38205 3320 PADDOCK ROAD WESTON, FL 33331 RIGHTSJOIG =° 402643 7.20.0918.19 SCALE =0.5000 TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf REF 15.Opsf DATE 12 -14 -2005 10.Opsf ORWG O.Opsf 55.Opsf 0/A LEN. 12 DUR.FAC. 1.33 SPACING 24.0" TYPE GABL Job: (050428011 JB BUILDERS AND CONT. /SHAKIR ADD / VII THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top ohord 2x4 SP #2 N Bot ohord 2x4 SP #2 N - Webs 2x4 SP #3 Defleotion meets L/360 live and L/240 total See DWG VALTRUSS1103 For valley details. T 2X4(171) 1 •.SS•* • • • . • • • . • • • •• • • • • • • • • • •• • ••••• • • • ••* * ** 4141.. • • • • .*• *•• • • 0041. 000000 • • 000* • 000000 •.• • • • • • • LEFT JIG = 5'7 "15 TAG = T20 PLT. TYP. -WAVE ARTINEZ TRUSS CO., INC. 8280 N.W. South River Dr. Medley, FL 33158 (306) 883-8281 146 mph wind, 15.00 ft meon hct RSCE 7 -02 CLOSED bldg, not !omitted within 4.50 Ft From roof edge, CAT II, EXP C, wind TC OL ®5.0 pie, wind BC DL ®5.0 psf. Components and olodding wind pressures considered For up11Ft load. oallouts. * * * ** 1.00 plate duration footor used. * * * ** 12 3.55 -„4 5'5 "4 2X4 (Dll 1.5X4 10'10 "8 • • 0000 •41.000 • •• •• • • • • • • • • •. • • •• Rv =117pIF fU11O DIF W =10'10 "8 FBC /TPI2002 (STD) Cq /RT -1.00 01.25) /10 C 0) QTY= 1 TOTAL= 1 ■ *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 CHRNDLING INSTALLING RND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MROISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURRL PRNELS RND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • *IMPORTRNT ** FURNISH A COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRRCTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIRTION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICATING HANDLING, SHIPPING, INSTRLLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPPLICRBLE PROVISIONS OF NDS CNRTIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND PAPER ASSOCIRTION) AND TPI. ALPINE CONNECTORS RRE MADE OF 20GR RSTM R653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO ERCH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICRTES ACCEPTANCE OF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITRBILITY RND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING IS THE R SPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TPI 1 -1895 SECTION 2. DEC 1 5 2005 JOHN A. ILTER REGISTERED STRUCT. ENGINEER STATE OF FLORIDA 838206 3320 PADDOCK ROAD WESTON, FL 33331 RIGHT JIG = 5'7 "15 REV. 7.20.0918.19 SCALE =0.5000 TC LL 30.Opsf REF TC DL 15.Opsf DATE 12- 14-2005 BC DL 1O.Opsf DRWG BC LL O.Opsf TOT.LD. 55.Opsf 0/R LEN. 101008 DUR.FAC. 1.33 SPACING 24.0" TYPE VRL Job: (05042801) JB BUILDERS AND CONT. /SHAKIR ROD / V8 THIS DWG. PREPARED BY THE RLPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top ohord 2x4 SP #2 N Bot ohord 2x4 SP #2 N -Webs 2x4 SP #3 DeFleotion meets L/360 live and L/240 total Iood. See.DWG VRLTRUSS1103 For valley details. • •• 0.000• f T c\2X4 (D1) . 1* •••••• • • 0• • • • •• • 3.54 12 146 mph wind, 15.00 Ft mean hott hot ASCE 7 -02 CLOSED bldg, not Iooated within 4.50 Ft From rooF edge, CRT II, EXP C, wind TC bL "5.0 pie, wind BC OL -5.0 per. Components and oladding wind pressures considered For upliFt oollouts. * * * ** 1.00 plate duration Factor used. * * * ** 4' • • • 00.00• • •••• • • 0.00•• •••• • 000 0, • • •• • ••.•.• .•00• • • • •••• •• •• 000000 • • ••••• • • • • • • • • • • • • ..0.•• •.. . • • • •• • • ,LrEFT JIT13 4'° PLT.6TYP. -WAVE MARTINEZ TRUSS CO., INC: 9280 N.W. South River Dr. Medley, FL 33188 (306)883.8261 1.5X48. FBC /TPI2002 (STD) Cq /RT -1.00 Cl. 25) /10 C o) QTY= 2 TOTAL= 2 { Rv =111pI f b =100 If W =8' • *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING RNO BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLRTE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MROISON, WI. 53719) FOR SAFETY PRRCTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHRLL HAVE PROPERLY ATTACHED STRUCTURAL PRNELS AND BOTTOM CHORD SHRLL HAVE A PROPERLY RTTRCHED RIGID CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRRCTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING INSTRLLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPI�LICRBLE PROVISIONS OF NOS SHIPPING, DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. RLPINE CONNECTORS ARE MRDE OF 200R RSTM R653 GR40 GRLV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FRCE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE S�RL ON THIS ORRVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TPI 1 -1885 SECTION 2. DEC 1 5 7005 JOHN A. ILTER REGISTERED STRUCT. ENGINEER STATE OF FLORIDA 536205 3320 PADDOCK ROAD VESTON, FL 33331 RIGHT JIG = 4'2" REV. 7.20.0918.19 SCALE =0.7500 TC LL 30.Opsf REF TC DL 15.Opsf DATE 12 -14 -2005 BC DL lO.Opsf DRWG BC LL O.Opsf TOT . LD . 55.0 p s f 0/R LEN. 8 DUR FRC . 1.33 SPACING 24.0" TYPE VAL Job: (05042801) JB BUILDERS AND CONT. /SHAKIR ADO / V4 Top ohord Bot chord DoPleotlon meets L/380 live and L/240 total load. •••••• • • •• • • • •••••• • • • r- •• *** • • •• • •a••• • • • • • •••• • • • • • • •• • • THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 146 mph wind, 15.00 ft mean hgti RSCE 7 -02 CLOSED bldg, not !emoted within 4.50 Pt from roof edge, CRT II, EXP C, wind TC 6L -5.0 psf, wind BC DL •5.0 psF. Components and olodding wind pressures oonsidered For upIIFt mahouts. See DWG VALTRUSS1103 For valley details. L,(65/It 2. • • • • • • • • •• •••••• • • •••••• • • •••••. ••• • • • • • • TAGT =JIG T12 3'0 "3 MARTINEZ TRUSS CO., INO 9280 N.W. South River Dr. Medley, FL 33186 (305) 883.8281 ••• • ••••• •••• • • •••• •1•••• • • •• •• •••••• • • • • • • • • • • • •• 4 4' Elow Rv =83pIP U =10011,IF W =4' FBC (STD) QTY= 2 TOTAL= 2 ••WARNING *• TRUSSES REQUIRE EXTREME CARE IN FABRICATING,[ HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING RND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 53718) FOR SAFETY PRRCTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURRL PANELS RNO BOTTOM CHORD.SHRLL HAVE �1 PROPERLY RTTRCHED RIGID CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIRTION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TPI: OR FRBRICATING HANDLING, SHIPPING, INSTALLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RND PAPER ASSOCIATION) AND TPI. RLPINE CONNECTORS RRE MRDE OF 200R RSTM R653 GR40 GRLV. STEEL EXCEPT RS NOTED. RPPLY CONNECTORS TO ERCH FRCE OF TRUSS RND UNLESS OTHERWISE LOCATED 0h THIS DESIGN POSITION CONNECTORS PER DRAWINGS 180 A -Z. THE SERL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR RNY PRRTICULRR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESTGNFR. PER RN5T /TPT 1 -1995 SFCTTfiN P RIGHT JIG = 0' (' 1 5 2 ®Q� SEO = 80794 DE,., REV. 7.01.0420.12 SCALE =1.0000 TC LL 30.0psf REF TC DL 15.6psfs DATE 12-14 -2005 BC DL 10.Opsf DRWG BC LL O.0psf TOT.LD. 55 . 6psf' 0/R LEN. 4 DUR.FAC 1 33 SPACING 24.0" TYPE VAL JOHN A. ILTER REGISTERED STRUrT. ENGINEER STATE OF FLORIOR 536205 3320 PADDOCK ROAD WESTON, FL 33331 VALLEY DETAIL - JWC / VAL • TOP CHORD 2114 SP #2 • ROT CHORD 2x4 SP #2 N. 2X4 SPF #2, 2X3( *) SPF #2N, OR 2X3( *) SPF WEBS 2x4 SP #3. • 2X3 MAY RE RIPPED FROM A 2X6,(PITCIIED OR SQUARE) " ATTACH EACH VALLEY MEMBER TO EACH SUPPORTING TRUSS'WITH 460# CONNECTION' OR USE (I) SIMPSON H5 CONNECTOR OR EQUIVALENT. .1.1 LARGER SPANS HAY BE BUILT AS LONG :AS THE.VERTICAL HEIGHT DOES NOT EXCEED 12-0-0. NOIEt BUTTON CHORD MAY BE SQUARE CUT OR PITCHED•CUT. 2 •.••.•• • • .CUT FROM 2X6'OR LARGER AS REQ'D' ' W4X4 • • ++ 4=0 -0• SPAN . • WA:"... W4X4 rte WIX3 •...• WIX3 . ++ 8 -0 0 SPAN W1X3 . • 4.6 -0 MAX • VERTICAL SPACING 142X4 • W444 •■•'. • ••.•. • •.• • • • . •.•• • • • • • •. •.•. • •. '4 -6 -0 a t , •..••.. • .•• V ER •'1•[O SPACING • W1X /' ••• • • •. .•.. ••..•.. WIX3 •--- CESXd -- il-B •.•'•• • • •••:••• ••• • • • .• •• • • • W1X3• . ++ 16-0 -0 SPAN , e.. PLT.TYP:. Wave TPI-95 ALPINE lupine Engineered Products, Inc. • 'Mines City, FL. 33344 I'L CerURcsie of Authorization/1567 • WIX3. ++ 20 -0 -0 SPAt1 1 SQUARE CUT 'VAL.BC PITCHED• CUT VAL .BC .. . WZX4 Desi • •142X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (X)•2X6 SP #Z OR BETTER SLEEPER. ATTACH THROUGH SHEATHING TO TRUSSES BENEATH WITH (3) 16D COMMON OR (4) GUN NAILS. (Y) ATTACH- BOTTOM CHORD OF VALLEY GABLE TO SLEEPER WITH 160 COMMON NAILS . 06" D.C. OR GUN NAILS 0 4" 0.C. • (2) VALLEY GABLE TRUSS. REFER TO HCUSR081 01306236 FOR GABLE END DETAILS. IN LIEU OF 1X4 'T" BRACING, 1X4. #3 HEM -FIR (OR BETTER).CONTIN000S LATTERAL BRACING MAY BE USED. ,ATTACH WITH (2) -8d OR (2) 0.128'X3' GUN NAILS. BRACING MATERIAL TO BE ATTACHED AT.BOTH ENDS TO A SUITABLE SUPPORT. FOR VALLEY •VERTICALS• THAT ARE OVER 7'9• TALL. APPLY 1X4 'T" BRACE. SAME. GRADE AS WEB MEMBER. ATTACH WITH 80 OR 0.128'X3" GUN NAILS 0 6' 0.C, MAXIMUM.YALLEY HEIGHT•MAY NOT EXCEED 12'0•' ' :TRUSS TOP CHORDS,UNDER VALLEY SET MUST HAVE SY!EATHING ATTACHED TO THEM WITH NAILS SPACED PER CODE REQUIREMENTS. OR PROPERLY ATTACHED VALLEY TRUSSES MAY . BE USED IN LIEU OF SHEATHING OR PURLINS,•SEE NOTE ( * *) • 140 MPH'WIND, 30 FT MEAN HGT, ASCE 7- 98,.PART. ENC. BLDG, LOCATED ANYWHERE 1N ROOF, CAT II, EXP 8, WIND TCDL .-5.0 PSF. WIND BCOL -5.0 PSF. . or. .• 14D MPH WINO, 30 FT MEAN HGT, ASCE 7,98, ENC. BLDG, LOCATED ANYWHERE IN.RDOF, CAT II, EXP C, WINO TCDL »5,0 PSF, WINO BCOL»5,0 PS'F.. OPTIONAL STUB. END. DETAIL:: 142.X4 In Criteria': •TPI STD ; "WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, IN TAILING AND BRACING. REFER TO H1B•91 (HANDLING INSTALLING AND.BR'ADIN6), PUBLISHED BY 111 INSTITUTE. 583 D'ONOFR)0 OR.. SUITE 200, MADISON, B1 43719). FOR SAFETY PRACTICES PRIOR TO •'`, (TRUSS PLATE PERFORMIOG THESE' FUNCTIONS, UNLESS OTHERWISE INDICATED, TOO CH010 SHALL HAVE PROPERLY ATTACHED..„ STRUCTURAL- PANELS, BOTTOM-CORD SHALL HATE A.PROPERLY ATTACHED 81610 CEILING,•• • .7} ''IMPORTANT" FURNISH.A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIHEEREE)Cy. BUILD PRODUCTS,, INC, SHAD HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN •• ANY FAILURE T0• • BRACING11 TRUSSES OF TRUSSES'. .N COTHISHDESIGN FABRICATING, HANDLING. PROVISIONSS00 0056 (NATIONAL IDE5IGN . SPECIFICATION LPINE COIINECTORS ARE PMADE 5OF02000TASTH A6” GRA0 5010. 01011L,REXCEPTI ASI NOTED. PI. TAPPLTACOHNECTORS TO EACH E DRAWINGS 160 A.I. ATHE•SEAL. NTTHI 5IDRAWINGTINDICATESSACCEPTANCE0OFTPROFESSIONALRENGINEERING . .RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEOT'DESIGR SHOWN, THE. SUITABILITY AND USE OF THIS COMPONENT FUR ANT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER••, AN511TP1 1.1995 SECTION 2.• II 0 wrar 4 W4X4 (Z) tt►tttl.i• • 0k�/jA I�1 FL 2 4r COMMON TRUS ES 4 24 ALL EY ET 24" OC No, 47 4::[!031,11 'fCLL TE OF i'C DL 1 air A►L'�.0‘ ` TOT.LD t�Il)1.11�� . a COMMON TRUSS'S @ 24" OC 20 OR 30 PSF REF • R2629 -41535 .20 OR 15 'PSF DATE . 11/05/01 10 OR 10 PSF D R W HCUSR2629 02298006 0.0 PSF • HC -ENQ (DLJ 50 OR 55 PSF SEQN - 24906 DUR,FAC. 1.25 OR 1.33 (PIGGYBACK - ) TOP CHORD 2x4 SP SP #2N ROI CHURI1 2x4 SP #3 OR #2N . WEDS 2x1 SP #3 ',E (4) 0•)31 "X1.3)5' SCOTCH, NAILS- OR EQUAL IN EACH MEMBER.`..TRULOX.PLATE TO BE APPLIED T(1 EACH FACE AT•3'0' O.C. MAXIMUM SPACING,' REFER TO DRAWING •, 1.12 FOR TRIJLOX INFORMATION. PLATES OP( THE-FRONT FACE'OF TRUS MAY'BE.OFFSET FRn14 TIIE PLATES ON THE BACK FACE AS LONG AS PLATES ARE SPACED 4'0...00. • PIAX.. • NOTE.: PIGGYBACK VERTICALS TO BE SPACED: AT 4:0' THIS DWG PREPARED FROM COMPUTER.INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ..TRUSSES BUILT PER.THIS DETAIL DESIGNED TO BE USED FOR THE FOLLOWING: 14b MPH WINO, 30.0•FT MEAN HOT ASCE 7 -98, CAT II, ENC.BLDG, EXP C. OR. PART.ENC,BLDG5' EXP B..•' • 'NOTE: TH•TS DETAIL MAY ALSO BE USED FOR.A MONO OR HIP -MOND PIGGYBACK USING A 'TYPE- C.PLATE AT-THE HIGH END. AND END VERT(CAL'WHICH IS.GREATER THAN 6- 0 -0'1N LENGTH AND EXPOSED TO WINO MUST BE VERIFIED BY ALPINE. • 'ENGINEERED:.PRODUCTS. NOTE: TOP.•AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO,THAT ONE.SPLICE.IS NOT.DIRECTLY OVER. ANOTHER,: + 2X4 CONTINUOUS LATERAL BRACING AT 24• 'OC. MAX SPACING. ATTACH TO TOP SIDE •OF SUPPORTED TRUSS TOP CHORD WITH.2 -16D NAILS IN.EACH TRUSS. OR 1X4 CONTINUOUS LATERAL BRACING AT 24. OC. MAX SPACING'. ATTACH TO BOTTOM •�SIDE.OF SUPPORTED TRUSS TOP CHORD WITH 2 -160 NAILS :IN EACH TRUSS. BOTTOM .CHORD'OF PIGGYBACK SHOULD REST DIRECTLY ON TNE'TOP'CHORD OF, THE. SUPPORTED • MAXIMUM SI7-E•OF 46(12, #2 HEM -FIR OR BETTER. • .• E :.4•X144'tM.PINE, �'1j§,JRUL0X .111.T. ! 0.•OC. MAX. 44. A IGGYBACY 110114 �1j�•CHQRD MP iE OMITTED ATTACH VERTICAL WEBS T.O TRUSS .TOP: ;MORD WITH W1. %X3 ALPINE••:.••. • • O.C. MAXIMUM. •�1�1!'4RULOX'lii•Ar4oR ALP= F� ApyrACK SPECIAL PLATE (SEE DRWG,'847,847) • ••r., �•• •••1.11 *. ,• • 0000 to. NOTE: BRACING MATERIAL IS TO BE. ATTACHED. TO A SUITABLE SUPPORT AT'EACH END; °AND MUST DE #3. HEM -FIR OR BETTER. • JOINT SPANS DP TO. C• TYPE 30'0' 34'O' 38'0•' 42'Q* A • W2X4 W2X5: W3X4: W3X5 W5X4 :145X5 W5X5 W5X5.,. W1X3 W1X3 3 .5X3 WI.SX3. WSX4 , W5X4 •W5X5 •W5X5 WEB BRACING • UP TO 7'9 "' •:.'NO BRACING '7'B' TO 12'3" -.1X4 "T "BRACE, SAME:GRADE AND LENGTH .AS .WEB, ATTACH .WITH BU . NAILS'AT 6" OC. 12'3.'''TO.I4'0 "- 2X4 :'T" BRACE, SAME GRADE AND LENGTH'AS WEB, ATTACH'WITH•16D. • NAILS•.AT 4" OC. ;; . • • •.ALTERNATE' LOADING: • .TCLL..2Q', 30 PSF ' TCDL 20 •OR• 15 PSF BCDL 10 10 PSF " <' ;•. .. ;TOTL • 50•. .5 •pS�'• 1.•25,. 1.33.,.: PLT TYP. High A%�wt 42 0 0 MAXIMUI7 PIGGYBACK SPAN�t�QN B, fr 0000000 Strength, Wave TPI 95 Design Criteria: TP1(STD) E7 ALP I.NE Alpine. Engineered Products, Inc. I linnet/ City, FL 33R44 11 t'efItliesle or AIt4lWtri?nlinn N c 1 ...WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HAHOLIHG,, SHIPPIN6,'INSTALLING AND BRACING. .REFER TO 016 -91 (HANDLING INSTALLING AND BRACING). PUBLISNEO ilY TPI (TRUSS PLATE • INSTITUTE. 563 O'ONDFRID OR., SUITE` 200, MADISON. III, 53119). FOR SAFETY PRACTICES PRIOR TO • PERFORMING THESE •FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED , STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYS A PROPERLY ATTACHED RIGID CEILING. • " "IMPORTANT "' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C PRODUCTS, 1110. SHALL 00T BE RESPONSIBLE FOR ANY. DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFOR,4ANCE•NITH TPI: DR •FA6RICATIBG, HANDLING, SHIPPING, INSTALLING ARO ' BRACING OF TRUSSES.: THIS OESIGO CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN •SPECIrjcAT10N PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •. CONNECTORS ARE MADE OF 20GA A5TM A653 GR40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE.OF TRUSS, 0430 UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - DRAWINGS 160 0•2.. THE SEAL 011 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY F.08 THE TRUSS COMMENT DESIGN SHOWN. THE SUITABILITY AND USE Or THIS C0111011E111 FOR ANY PARTICULAR BUILDING IS THE RF6Pnnetn,i ITV n. ...• .,...._... - e • :• /' - /2 /- .' 'rr/4Ps A a :4794. ''`/T� *'' �• • 4,�C Igia '�C /OaAt.C.fi\ t' `iiiiitti.- • 7C' LL • •30.•0 PSF IC DL . •'' 7.0 PSF DL 10.0 PSF • 0.0 . PSF' t TOT. LO -. ~.47.0 PSF REF R2629-41535 DATE ' '11/06/01 DRW HCUSR2629 02298003 HC -ENG /DLJ SEAN - .2493.8 Dl1R.FAC 1 Al ••• • • • •• •• • • • • • • • • • • • • • • ••• • • ••• '• •• •• • • • • • • ••• • • • • • • • • • • ••• • • •.• ••• *: • • • • MIAMOADE� .• • • •• • •• • • •. ..• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL »WSIQTJ. • • • • • • • . • • • • • • • NOTICE OF ACCEPT ••• • •• • • • ••• MIAMI-DADE COUNTY, FLORIDA METRO -DARE FLAMER. BUILDING 140 WEST FLAGLER STREET, Su1T1 1603 . MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 United Steel Products Co. 703 Rogers Drive. Montgomery, MN 56069 SCOPE: This NOA is bring issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade Comity 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 Authcuity 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 e3qense of such testing and the AEU 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 require' ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the High velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Wood Connectors MA gc. TUB APPROVAL DOCUMENT: Drawing No1102, Sheets 1 through 2 of 2, titled "JHA Series (Truss/JaiSt Hangers) & TUH Series (Slat Nail Truss Hanger)," dated 11/25/02, prepared by United Steel Products Company signed and sealed by R W. Lutz, PE, bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance (NOA) nnnnber 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 per's name or logo, city, state and following statement "11 lami Dade County Product Control Approved", unless otherwise noted ham. 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 ofthis product. TERMINATION of-this. NOA will occur after the expiration date or there has NOA � ae evil ou r change in the of any materials, use, and/or manufacture of the product or process. Misuse thi tc this NOA. Failure to comply product, for sales, advertising or any other purposes shall automatically with any section of this NOA shall be cause for termination and removal of NOA. Florida followed by ADVERTISEMENT: The NOA °number preceded by the words Miami Dade County, followed it shall the expiration date may be displayed in literature. If any porticm of the NOA is displayed, be done in its entirety. manufacturer or its distributors A copy of this entire NOA shall be provided. to to the user by Official. and shall be available for inspection at the job site at the request of the Building, above. This NOA renews NOA # 00- 1128.02 and consists of this page 1 as well as approval document The submitted documentation was reviewed by Candido F. Font PE. NOA No: 02- 1028.02 Expiration Date: Deter 02, 2007 Approval Dauer December 26, 2002 Page 1 PRODUCT CODE MATERIAL THICKNESS JOIST WIDTH DIMENSIONS FASTENERS DESIGN LOADS (LBS) GIRDER/ HEADER NAILS TRUSS/ JOIST NAILS NORMAL 100% UPLIFT 133% W H A JHA29 18 GA 1 1/2 1 5/8 10 6 (18) 16d (6) 10d 2114 892 . JHA213 18 GA 1 1/2 1 5/8.13 1/2 6 (18) 1601 (6) 1001 2114 892 JHA218 16 GA 1 1/2 1 5/8 17 1/4 6 (24) 16d (6) 1001 2125 883 JHA2 -213 18 GA 3 3 1/8 12 1/2 5 3/16 (18) 16o1 (6) 1001 3105 1216 JHA2 -218 16 GA 3 3 1/8 16 1/2 5 3/16 (24) 16d (6) 1001 3650 • 1142 JHA413 18 GA 3 1/2 3 5/8 12 1/4 5 1/16 (18) 1601 (6) 1001 3105 1216 JHA418 16 GA 3 1/2 3 5/8 16 1/4 5 1/16 (24) 16d (6) 1001 i 3650 1142 JHA424 16 GA 3 1/2 3 5/8 22 5 1/16 (30) 1601 (6) 1001.1 3650 1142 (1) GIRDER /HEADER NAILS SHALL HAVE A MINIMUM PENETRATION OF 2 ", •••• • • • • • • • • • • `•�, ••• •• • 1 • • • LOAD SHARE FASTENING SYSTEM • • ' • • • • • • • • •e'• i 000000 • GENE• 'RAL • NOTES i) STRUCTURAL GRADE CONFORM A MINIMUM GALVINIZED COATING OF G90. 2> FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1997 EDITION FOR SOUTHERN YELLOW PINE (G4 155 OR BETTER AND MOISTURE CONTENT OF 197. OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 33% FOR WINDLOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. ! .o2 MLIr+i 1.- lid Control QA0 UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGOMERY; MN, 56069 PHONE (507) 364 -7333 NAME' JHA SERIES (TRUSS /JOIST HANGERS) DATE• ROBERT W. LUTZ 11/26/02 PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. N0, 55409 SHEET' 1 OF 2 DRAWING N0.# 1102 MDADE F119 -Lumber Connectcrs- A GIBRALTAR COMP4NY ••. • • • • •• •• • • • . • • • • • • • • • ••• • • • • • • ••• • • • • ••• • • • • •. • • • • • • • • • • • ••• • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • •• • • • •• • • • •• ••• •• • • •• • • • • • • • • ••• ••• Southeastern Office 11910 62nd Street North = Largo, FL 33773 -3705 800- 443 -6442 727 -536 -7897 =.Fax: 727-535-8199 www.USPeonnectors.com = e -mail: irifo(USPconnectors.com •• •• • • • i. • April. 28, 2003 • • ; •' • ••••••.• • • • • • •• Martinez Truss:Couipany • • 9280 N.W. South River Drive . Miairi% Florida. 33166. .Ref •USP JUA skewed hanger. seri-es. Subject: „Metro-Dade Product Approval. • To whom it may. concern: : • • ...The-US? JHA series of adjustable joist hangeqlisted•in Miami Dade•Product Approval. . Notice of Acceptance (NOA) number 02-1028762: Tlle•Notice of Acceptance is • specifically based on test reports for the'normal face -mount series of joist hangers. No 'skewed series of hangers were specifically tested for this -NOA .and. consequently,.no NOA's have been specifically issued. US•P is, however, able to produce a skewed version.o£ this product as a.speeialty option using the same number.of nail:holes. and•the•same gauge and width of steel used in the .: ;standard version. This product was.not.listed ux USP's -Full Line•Catalag 2001 as:having: • • -,any specialty options: For products listed with specialty options; winch include sloped, . • "skewed-and inverted flanges, there are typically corresponding load reductions.'.' • . • The JHA series also lhas corresponding load reductions•when•skewed•to 45 degrees: Once . ouly.hal €the seat nails can be installed,. the corresponding uplift is•reduced by 50 percent. • This reduces the allowable uplift to .456#,-using an 133°%.duratio1rof load -factor:.. ' ., Also, with all strap type hangers, when the load is shifted to one side of the banger by skewing the load, there is a reduction in direct load capacity. For the 45."degree skew in •'the skewed version of this hanger; the allowable direct load is 85% of the published load. Based on 100 %. duration of load; the allowable direct load is 1795 #. Should you have any additional questions concerning this application, you may call me directly at extension 152. • . . • Regar Robert . Lu Florida Registraa zg ••• • • • • •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • MIAMI°OAD .•• • • . • •• •• • • • • • • • • • • • • • ••• • • 5 • • • • • •• • • • • I • • • • • • • • • • • • • • •• • • BUILDING CODrcolfeLIARioE OFFICE VICCD, • PRODUCT CONTROL DIVISION NOTICE 011fe i iAN3C ESA) Simpson Strong-Tie do., Inc. 4120 Dublin Blvd., Suite 400 Dublin, CA 94568 4 MIAMI DADE COUNTY, FLORIDA MEIRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SU.L1J 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). r This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Wood Connectors APPROVAL DOCUMENT: Drawing No. no number, titled "ABA Standoff Post Bases ", " ABE Standoff Post Bases ", "AC /ACE Post Caps", "BC Post Caps ", "L/LS Reinforcing & Skewable Angles ", "MTS Twist Straps" & "TA9 Staircase Angles ", sheets I through 7 of 7, prepare., signed and sealed by Evon Ballash, P.E., dated 3/4/99, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been . filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 99- 0713.05 and, consists of this page 1 as well as approval documentmentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No 02 -0919.05 Expiration Date: Octoberl3, 2007 Approval.Date: November 14, 2002 Page1 • •••••• •• • • • • • • • 00000 •••••• • • • •••••• • • •••••• • • 00000 • •• • • •• • • • •••••• • •• • • • • •••• • •••• • • •••• •• • • • • • • •• Model No. L Fasteners • AHowabie Loads' 4A4r Floor VVInd (100) (133) 170 7 8-10d 445 585 LS50 41 8-10d 460 — 4k Iwo l•.tb 6.1,Am •di lain ►4lMtI U WL00 opu T. 'L angles - loads ere for condition F1 end Ft LS angles loads ere for condition Ft only. 'Loads are for one part only. 'Use a minimum lumber thickness of 1'I4 ". For 1'1a" lumber, use 0.81 of the table load. 4Nall the L angle's wider leg Into the joist to ensure table loads and allow correct nailing, as shown In the illustration. • °A rryptmum Joist thickness of 3" must be used when L • • Jitifes are Installed on opposite sides of the Joist • • °iomust be constrained against rotation when using a • single angle per connection. •••r••■ Allowable loads for more than one direction for the L angle • • • caneot be added together. A design load which can be • • Ilvided Into. components In the directions F1 and Fa must '1* •evaluated as follows: • • De%In Ft/ Allowable F1 + Design F21 Allowable Fa S. 1.0 " • • • • • • •• • • • • •• ),.70/1.550 REINFORCING AND SKEWABLE ANGLES Typlal 1. Irhsrarbaon Typical LA IndaIlation . La Top View Ls PRotalcr re:Amen 14 •V4*:40". • rota•tsinortda lr. r.dQ APPROVED AS COMPtTh P VMS THE sours FL 10A MOWN/ CODE OAT COHfROt DlVS•ON sumo COOS mama errICE ACCEPIA a MITI — 011'3.15 GENERAL NOTES: 1) Steel shall conform to 18 gauge (L70) and 18 gauge (LS50) ASTM A-853 CS with Fr„•, 28 kat and F„s h, = 38 kat and have a minimum galvanized coating of 060. • 2) Fasteners are common wire nails. 3) Allowable uplift bads have been Increased 33% for wind loading with no other duration increases allowed. Allowable down loads have not been increased by any duration factor with no Increases allowed. 4) Allowable bads are based on the National Desgn Specification for Wood Construction 1991 Edition & 1993 Errata, for Douglas Fir -Larch (0 =0.50 or better) and tests performed In accordance with ASTM D1761. Fml OrF'ICE USE SIMPSON STRONG -TIE CO.,INC, 4637 Chabot Drive, Suite 200 Pleasanton, CA 94588 vrLE. L /LS Reinforcing and Skewable Angles Hro.Me Roo Droving Doie. 3 -4 -99 Evon M.C. Ballash, P.E. sn..t ta, 5/7 Revision Doty, -- Ctvll #PE0051762 Italy m z. (•Gt, F GENERAL NOTE$ :NOTA EtIERALES Trusses are not marked in any way to identik os trusts ito !WI Retracts de rtngun modo que the frequency or location of temporary brat !g. ntfique la frecuenda o kxalzeddn de los arriostres Follow the recommendations for hand ling, (bradng) traces. Use las recemendadones de manejo, installing and temporary bradng of trusses. iretatedon y arriostre temporal de fps trusses. Vea el foflel-9 Refer to DC5I 1-03 Guide to Good Pracii.- for -,. • • - : a,. kr-t•. • r. - u 'al- _tcc,a• .:, Handling. Installing & Bradng of MetIRrte, 1.1..2•1•17 ti a,. • , .•, C o�nected Wood Trusses for more d ed. y;.�f 11,r!j!.,r• Ira mayor In'.nwaddn• • Thss Design Drawings may specify lac-amps of • dlbujos deadiser'SP ere los t ptre�en espedfcar permanent Drawl on individual ay spd of as tocalizadonas de Ids ardostres permanents en ids ambits members. Refer to the 8051 -83 Summary ambits tndivlduai� en campresidn. Vera is hojal4 .,r11 iv.. 2.tu.1-_I :rdt•li-• kepi for more finformation. All other* 02101210 permanent Building Designer. bradng gn Is the responsibility • •resto of the ! t, l.- I1!P!5' —'-.U! • •a,L`- L.4L •y •w The consequences of improper handling, A13laI1fiFtge • and bradng may be a collapse of the structure, or worse, serious personal Injury or death. El resultado de un manejo, instatedon y arriostre lnadecuados, puede ser la caida de la estructura o akin pear, muertos o heridos. Banding and truss plates have sharp edges. Wear La. when handling and safety glasses when cutting banding. F_mpaques y places de metal tienen bordes afllados. Use guantes y lentes protectores cuando come los empaques. pap mayor+infonnaden. Et prmaaenies •ssn la r✓ sponsabilidad. del • • • • �•d +•• • 5 •.• gil HANDLING — MANEJO 0' Allow no more than 3' of deflec- tion for every 10' of span. L No permita mas de 3 pulgadas de pandeo por coda 10 pies de tramo. A Use spedal care in windy weather or near power lines and airports. Spreader bar for truss bundles Udll& cuidado espedat en dins ventosos o cerca de cables etectricos o de aeropuertos. wEla 10' ElPick up vertical bundles at the top chord. J fa Levante de la cuerda superior los grupos verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK Ex Bundles stored on the ground for one 11--" week or more should be raised by blocking at 8' to 10' on center. Los paquetes atmacenados en la tierra por una semana o teas deben ser elevados con bloques a cada 8 o 10 pies. of For long term storage, cover bundles to pre- MI vent moisture gain but allow for ventilation. Para atmacen- amiento por mayor tempo, cubra los paquetes para prevenir aumento de humedad pero permita ventilation. Check banding prior to moving bundles. Revise los empaques antes de mover los paquetes de trusses. Avoid lateral bending. — Evtte to flexion lateral. ®Do not store No almacene unbraced bundles verticalntente los upright. trusses sueltos. ®Do not store on uneven ground. No almacene en tierra desigual. HAND ERECTION — LEVANTAMIENTO A MANO r;,-A' Trusses 20' or Lt less, support at peak. Levante del pico los trusses de 20 pies o menos. 1 •• i. ff Trusses 30' or LI less, support at quarter points. Levante de los cuartos de tramo los trusses de 30 pies o menos, Trusses up to 30' Trusses hasta 30' HOISTING — LEVANTAMIENTO EX Hold each truss in position with the erection equipment until temporary bracing is installed and 17-1 truss is fastened to the bearing points. Sostenga cada truss en position con la griia haste que el arriostre temporal este instalado y ei truss asegurado en los soportes. ® Do not lift trusses over 30' by the peak. No levante del pico los trusses de mss de 30 pies. HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS Tagline Toe-hi Tagllne reader bar Greater than 30' Mess de 30 pies 60° or less 4 Spreader bar 1/2 to 2/3 truss length TRUSSES UP TO 60' TRUSSES HASTA 60' Approx. 1/2 truss length TRUSSES UP TO 30' TRUSSES HASTA 30' Locate Spreader bar above or stiffback mid -height Tagfne Attach 10' o.c. max. f"4.s ll \�fll '"I \I \%III /_ /iii I Spreader bar 2/3 to 3/4 truss length TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING -- ARRIOSTRE ® Refer to SCSI-82 Summary Sheet - Truss Installa- tion and Temporary Bradng for more information. Vea el Arriostre Temporal pars mayor lnformadon. ® Do not walk on unbraced trusses. No camine en trusses sueltos. Locate ground braces for first truss directly in line with all rows of top chord temporary lateral bradng. Coloque los arriostres de tierra pars el primer truss directamente en lima con cads una de las files de arriostres laterales temporales de la cuerda superior. Brace first truss well �— before erection of additional trusses. 11O3A "RESUMEN Top Chord Temporary Lateral Bracing (TCTLB) DE LA'GlliA °'.DE BUENA PRACTICA ..,PAR; LING OF BRACING POR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO i_ 7f This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. L! Este metedo de arriostre es para todo trusses except, trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Longltud de Tramo Top Chord Temporary Lateral Brace (TCTLB) Sparing Espadamiento del Arrlostre Temporal de la Cuerda Superior Up to 30' Haste 30 ies 10' o.c. max. 10 pies maxima 30' to 45' 30 a 45 pies 8' o.c. max. 8 pies maximo 45' to 60' 45 a 60 pies 6' o.c. max. 6 pies maximo 60' to 80'* 60 a 80 pies* 4' o.c. max. 4 'les mardmo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un Ingentero para trusses de mas de 60 pies. I See BCSI -B2 for TCTLB options. (� Vea el BCSI -62 pare las opdones de TCTLB. A Refer to SCSI -B6 Summary Sheet - Gable End Frame 13radng Vea el resilmen BCSI -B6 - Arrostre del truss terminal de un techo a dos Aguas. Repeat diagonal braces. Repita los arriostres dlagonales. iZ Set first five trussf. with spacer pieces, then add diagonals. Repeat 1=-1 process on groups of four trusses until all trusses are set. Instate los [into primeros trusses con espadadores, luego los arnostres diegonales. Repita este procedimlento en grupos de cuatro trusses haste que todos les trusses ester) instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. 10' -15 max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for darity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web members 10' -15' max. same sparing as bottom chord lateral bradng Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for darity. ix DIAGONAL BRACING IS VERY IMPORTANT ix IEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! • BRACING COR 3 .AIp 4 IrirLLELL •L CHCOID TRUSSES EL ARRIOSTRE PIRA TRUSSES DE CU£RDA4PARALELAS 3x2 Y 4x2 Refer to BO—D7_ Summery Shut :-__Tatinncanrd ru •1-1 l.r -• 1.• ! ■ c I - Att. Truwalsofortil&W information. Vea el peCrtSInaBr7e s i men temo-oBy �l = L— tre Misses de c4ar• =late Parae{naiTor Maximum lateral brace spadng 10' o.c. for 3x2 chords • 15' 4x2 chords • • ••O Or 11. • A • I•lie:nd:flatie bracefoets teed typtbs Rius+beplaced lnformadon. on verttdeal Absitrrl!e with the support. • Laical braces •**4x12' length lapped over two trusses, Diagonal braces every 15 truss spaces (30' max.) INSTALLING — INSTALACION ElTolerances for Out -of- Plane. — Tolerancias para Fuera -de- Plano. L�J Length — Max. Bow 81 Max. Bow Max. Bow ,•(-- Length _-a, 1=11 Tolerances for LJ Out -of- Plumb. Toierancias para Fuera- de- Piomada. D/50 max Length 5.- 0/50 D (ft.) 1/4" 1' 1/2° 2' 3/4, 3' 1° 4', 1 -1/4° 5' 1 -1/2° 6' 1 -3/4° 7' 2' 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCTION ® Do not proceed with construction until all bradng is securely and properly in place. . No proceea con la construction haste que todos los arriostres esten colocados en form aproplada y segure. ® Do not exceed maximum stack heights. Refer to BCSI -B4 . a ua a 1 - • te.u. e! • • _ •1 • for more information. No exceda las maximas altures recomendadas. Vea el resrimen SCSI -64 Caroa de Construction pars mayor information. Bow Length 3/4' 12.5' 7/8° 14.6' 1' 16.7' 1 -1/8° 18.8' 1 -1/4° 20.8' 1-3/8° 22.9' 1 -1/2° 25.0' 1 -3/4° 292 2° a33.3' Maximum Stack Height for Materials on Trusses Material Height (h) Gypsum Board .. 12° Plywood or OSB 18" Asphalt Shingles 2 bundles Concrete Block 8° Clay Tile 3.4 dies high 0 a c ® Do not overload small groups or single trusses. No sobrecergue pequeflos grupos o trust individuates. RIPlace loads over as many trusses as possible, Coloque las cargas sobre tenths trusses como sea posible. lit Position loads over load bearing walls. L I Coloque les cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES ltRefer t0 AK ; S . n W ► Vea el resbrnen SCSI -B5 Da "nos de trusses. Modifications en la Obra y Errores de Instaladen. 1.1- 1.11:!- •,. - I/e ii.s••1 - • 17c .•eI _ e. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ningtin miembro estructural de los trusses, a mends que este especifidamente pennttido en at dibujo del diiseno del truss. tA Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's iimited warranty null and void. Trusses que se han sobrecargado durante la consbucdon o han sido alterados sin una autorizadon prevla del Fabricante de Trusses, pueden redudr o eliminar la garantia del Fabdcante de Trusses. NOTE The Truss Manufacturer and Tress Designer must rely on the fact that the Contractor and cane operator Of applicable) are ca- pable to undertake the work they have agreed to do on a particular project The Contractor should seek any required assistance regarding construction practices from a competent party. The metals and procedures outlined are intended to ensure that the overall co stractan wood techniques trusses are � the colle iVe experience of leading tehntmtypersonnel in truss industry, but must, due to the natue et res,onslbilmes Involved, be presented only as a GUIDE for use by qualified Bulking Designer or testioniI niafatar Contractor. R Is not intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the not Bustling DEigneyy a /Ineatlatiah Contractor or otherwise) for herding, ft asng and bradng wood busses and R does equivalent met hods for beating and providing stabtq for the walls and columns as may be determined by the truss Erection/Installation eontrachot Thus, the Wood Truss Coundl of Amerce and the ituss Pate Institute expressly disclaim any resporstbsty for damages arising from the use, application, or rekance on the recommendations and infamatan contained herein. WOOD TRUSS COUNCIL OF AMERICA One WTCA Center • 6300 Enterprise Lane • Madison, WI 53719 608/274-4849 • www.woodtruss mm TRUSS PLATE INSTITUTE 583 D'Onofrb Drive • Madison, WI 53719 . 608/833-5900 • www.Ntnstorg NE3 -INSTALACION Y ARRIOSTRE DE LOS TRUSSES DE MADERA C )NECTADOS °CON PLACAS DE META BIWARN11x170311.25 MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE NOA Pino Window Corporation. 6860 NW 75th Street Medley, Fl 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use The documentation submitted has been reviewed by Miami -Dade County Product Como by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and o the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami- D C ty 'oductLControl Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ 'may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Tube Mullion . APPROVAL DOCUMENT: Drawing No. M95 -18A, titled "Aluminum Tube Mullion ", sheets 1 through 3, prepared, signed and sealed by Humayoun Farooq, P.E., dated 5/23/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent jabel 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 renews and revises NOA # 99- 0302.06 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING EST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2903 NOA No 02- 0311.07 Expiration Date: March 28, 2007 Approval Date: July 18, 2002 Page 1 2X2X1/8" ALUM ANGLE 14 S.M.S. 2/ ANGLE ANCHORS TYPE 2 X 2 X 1/8" ALUM ANGLE j 14 S.M.S. 2/ ANGLE • ANCHORS TYPE 'B' ANCHORS TYPE 'C' 2 X 2 X 1/8' ALUM ANGLE 14 S.M.S. 3/ ANGLE .NOTCH VDOD BUCK TD ACCONDDATE C.1P ANGLE TO MASONRY -1/4" 6 TAPCON •1 -1/4 MIN. EMBED :2/ ANGLE MULLION MUWON 2 X 2 X 1/8" ALUM ANGLE 2 -5/8" LONG a 14 14 S.M.S. 1 -1/2" MIN. EMBED INTO WOOD 1/ ANGLE MULLION MUWON 2 X 2 X 1/8" ALUM ANGLE 2 -5/8" LONG 14 S.M.S. 1 -1/2" MIN. EMBED INTO WOOD 2/ ANGLE MUWON • ° CONCRETE OR CONC. FILLED BLOCKS n 2 X 2 X 1/8” ALUM ANGLE 3 -5/8" LONG MAX. MUWON 2 X 2 X 1/8" ALUM ANGLE WOOD BUCKS NOT BY PINO WINDOWS MUST SUSTAIN LOADS IMPOSED. # 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM Appnr cc as to4%F15Eug with:SOi Fiurida Ui*1iu" Coat Date NOM ' l Nliamip4de Prg�tt ro 1 Enyn OR. NUMAYOUN FAROOO STRUCTURES FL. PE # 18557 (date: 12 -07 -95 ) 0 drawing no. .Ac-1F -1 Rh • MULLION LOAD CHART m m 20 MULLION LOAD CHART 1 ".2 ".1 /6 ALUM TUBE N] Inure. 8172 38 3 ll' MULL I SPAN 30 40 50 SO 70 8H TRIBUTARY WIDTH - INCHES MUWON SPAN I d m MULLION LOAD CHART 1 .3".1/8" ALUM. TIKE 1 IC 6Iffi. G110 SPAN 20 30 40 50 50 70 80 TRIBUTARY WIDTH - INCHE3 ANCHORS TYPE A.B. OR C VERTICAL MULLION GtAIING PRODUCT WI TRIBUTARY WIDTH = w1 + W2 2 GLAZING PRODUCT TYPICAL MULLION ARRANGEMENTS W2 19 MULLION LOAD CHART 1'.4'.1/8' ALUM. TUBE UMBEL do- d /6'171E17' 11111t3111111 \11111111■ • 1111 ■►1■\ ■01■1111■■ 1111111 ■ ■11\\1M•■ ■, ■- ■„ ■..■M■ 11l \1111 \�3 ■\ ■1111 11111■13■ ■M■IMMI . ■ \11 ■ \1 ■11■ L1[■, ■, 1111..■■, 7A • 1111ES■■■11,■■11►_ m 13111► ■ ■11Ci ■E ■■ • 111■•\\11 ■"11II0.11 !P z 11-11•. 20 30 40 60 so 70 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART p7 ANCHORS TYPE A WELT -1•a MN ANCHORS A.B, OR C 30 40 5m b0 70 8m TRIBUTARY WIDTH - INCHES -i B0 2•.4•. /e- ALUM. r1EE le EIm 07x4 ink 5-5Y8- ITEMITIMMINEEMEM 11•1111\\ ■■ EMEIN■\ 0111111111 ■•11MI■11■■ 11\1111■►■■\ ■ ■ \7■ 1711■■\\■■INI■11\` ■1 \ 11M!M■ ■M■■ ►8111■ \\ ■\ ■11■M1 LIMEMMINIIMMO iM■I11■ ►1111\11■■ \\11111111\111111 \■ MIIIIMOUSSOMMIC MUINIE 1111■\ ■ aNm►11 ■■ ■1111111111 1111 \■S \■V_\■ ■■ 20 30 40 SS 60 70 00 TRIBUTARY WIDTH - INCHES ® ANCHOR LOAD CHART ANCHORS TYPE B 8111 \811■■■ ■LL tnnl ►WIMEMM ■ `` \ \►�� ► \l \1111■ 1 \il \ ► \ \■� ■ ■■■ ' �1 ►�\ \1111■■ R. MillEF iiO ■ ■■■ LZ7 m �1�,MITIE"■■ Nh ,"`„�"RE,■ 52 IVIIM L4511131WRIE seer ■1\1`8� \EMBE\ E■.�TVr_V`a.`Mb, 20 30 40 60 60 '70 TRIBUTARY WIDTH - INCHES 80 ;51r;MICMggE e7 M MULLION LOAD CHART 2'.6•$1/8• ALUn TUEE b =cu. Mu ITIMOITIONIENZZIEM 1111' ■'1111. ■1111 1111 ■■►1 ■►M ■1111■■ ► \ \111r• \111 \11■ \`�■ •1•111W■►\■IINI■11■111 1111 \ ■111110e'1111■■IS ■ ■MII \■\U11\■■► Wmommri ■all IIMIMMIEZEINSOMMI 11■■11v7■yy11yy■ ■ ■11■■1111M\E11■ S 0 30 40 St 60 70 00 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART IIIIMELIMENESIMEE IMEMEMIMEZME INEMEMELIMMEEMI IMMEMMEMNIMMI EMEIMMEMIEMS \\\\ISSEM■\■\` MERIELINMENIE EMEIMIMMEINE MEMMIIIMMEN 1111 wwit�� \Yfii�iiilii� IMMEWRIMMEEIN ■ ■■ ■EMMEIMIN ■■■■■►►E IIIIiii1 ANCHORS TYPE C .sr•c 1 ■■ 20 3H 40 60 60 70 90 TRIBUTARY WIDTH - INCHES FOR ANCHORS DESCRIPTION SEE SHEET 3 bF Approved as eomplyin8 eith the Flur 4 fl L81 Cods Date 4I NOM: Miami Dade P Div sio ltr Ertgr. DR. MVM4YOUN F:It000 STRUCTURES FLA. PE 1 16557 — 232�Y 0 i, v a 4 0 8 drowitlg no. M95-1 8A (sheet 2 of 3 • 6.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DDEIIG LOADGREQUIRED PER ASCE 7 STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE W CONNECTION TO MUON AS PER PRODUCT 4 SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH STEP 5 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3. AND ANCHOR GRAPHS STEP 6 ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. Approved n complyingwiib the Florida Bai3iag 1 00?- Date ?OM Miami Dade P Divisio Hv RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES., 1. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE DADE COUNTY REOUIREMENTS I.E. WIND LOAD. AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR )VEMBIED `NT BASE TRIAL SHALL BE BEYOND 3. ANY CONDMONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS TO BE ALLOY 6063 -15. q q n 0 o o D O oto 0 la 0t' Jm Z •U-m 6 0 o o - s Ic n In d 0, O 0 N a N 0 1 e >2 drawing M95 -1 BA b BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 15P- os -is/8 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 Florida Window System, Corp. 7191 NW 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series FWS —200 Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. W04 -20, titled "Series FWS -200 Alum Single Hung Window (L.M.I.) ",.sheets 1 through 5 of 5, prepared by AL- Farooq Corporation, dated 03/11/04, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E. NOA No 04- 0528.03 Expiration Date: July 29, 2009 Approval Date: July 29, 2004 Page 1 SERIES FWS -200 ALUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OE TWO OR MORE WINDOWS USING APPROVED MULLIONS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CCRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL tO 5 1/2" MAX. TYP. HEAD /SILL CORNERS 49 3/8' D.L OPG. 14" MAX. HEAD /SILL FALSE MUN INS (SURFACE APPLIED) MAY BE USED I; I 1 1 48 1/8" D.L OPG. 50 5/8" VENT WIDTH 53 1/8" WINDOW WIDTH TYPICAL ELEVATION TtSItD UNIT Approved aseomplyingadtt tke Florida Fate 0 }BpWieg�Code NOM* Nand Dade Product Cantrell Division By Ergr. DR. HUMAI1OUN FAROOQ SRiUCTURES P.A. PE f 18557 CAN. MAR 1 8 2004 05) 262 -6978 MP- ANL \W04- A B m 0 drawing no. W04 =20 (sheet 1 of 5 ) EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW GLASS TYPE 'A' GLASS TYPE 'A' GLASS TYPE 'B' DIMS. ANCHORS 'A' ANCHORS 'B' ANCHORS 'A' ANCHORS 'B' WIDTH HEIGHT EXT.(+) 1NT.( -) EXT.(+) 1NT.( -) EXT.(+) 1M.( -) EXT.(+) 1NT.( -) 19 -1 /8° 26 -1/2" 32' 37' 42" 48" 53 -1/8' 28° (3) 60.0 65.0 60.0 65.0 66.7 75.0 66.7 75.0 60.0 65.0 60.0 65.0 66.7 75.0 66.7 75.0 80.0 65.0 60.0 65.0 86.7 75.0 66.7 75.0 60.0 65.0 60.0 65.0 66.7 75.0 66.7 75.0 60.0 65.0 60.0 65.0 66.7 75.0 66.7 75.0 60.0 65.0 60.0 65.0 66.7 75.0 66.7 75.0 60.0 65.0 60.0 65.0 66.7 71.3 66.7 75.0 19 -1/8" 26 -1/2° 32' 37' 42' 48' 53 -1/8' 38 -3/6' (3) 60.0 65.0 80.0 65.0 66.7 75.0 66.7 75.0 60.0 65.0 50.0 65.0 66.7 75.0 66.7 75.0 60.0 65.0 60.0 65.0 66.7 89.3 66.7 75.0 60.0 61.9 60.0 65.0 61.9 61.9 66.7 75.0 55.9 55.9 60.0 65.0 55.9 55.9 66.7 75.0 50.0 50.0 60.0 65.0 50.0 50.0 66.7 73.0 45.9 45.9 60.0 65.0 45.9 45.9 r ( 66.7 75.0 19 -1 /8° 26 -1/2" 32' 37' 42" 48' 53 -1/8" 50 -5/8' (4) 60.0 65.0 60.0 65.0 66.7 75.0 667 75.0 80.0 65.0 60.0 65.0 66.7 74.4 66.7 75.0 60.0 65.0 60.0 65.0 65.2 65.2 88.7 75.0 58.7 58.7 60.0 65.0 58.7 58.7 66.7 75.0 53.3 53.3 60.0 65.0 53.3 53.3 66.7 75.0 48.0 48.0 60.0 65.0 48.0 48.0 66.7 75.0 44.3 44.3 60.0 65.0 44.3 44.3 66.7 75.0 19 -1/8" 26 -1/2" 32' 37' 42' 48' 53 -1/8" 57" (5) 60.0 65.0 60.0 65.0 66.7 75.0 66.7 75.0 60.0 55.0 60.0 65.0 66.7 75.0 66.7 75.0 60.0 65.0 60.0 65.0 66.7 69.9 66.7 75.0 60.0 63.1 60.0 65.0 63.1 63.1 66.7 75.0 57.5 57.5 60.0 65.0 57.5 57.5 66.7 75.0 51.9 51.9 60.0 65.0 51.9 51.9 66.7 75.0 48.0 48.0 60.0 62.2 48.0 48.0 66.7 75.0 19 -1/8" 26 -1/2° 32' 37' 42" 48' 53 -1/8' 63" (6) 60.0 65.0 60.0 65.0 66.7 75.0 6 75.0 60.0 65.0 60.0 65.0 56.7 75.0 66.7 75.0 80.0 65.0 80.0 65.0 6' ' 73.5 75.0 60.0 65.0 60.0 65.0 66.6 66.6 66.7 75.0 60.0 60.8 60.0 65.0 60.5 60.5 66.7 75.0 55.1 55.1 60.0 61.6 55.1 55.1 66.7 75.0 - - - - 51.0 51.0 66.7 75.0 19 -1/8" 26 -1/2° 32' 37' 42' 48' 53 -1/8" 76" (6) 60.0 65.0 60.0 65.0 66.7 75.0 66.7 75.0 60.0 65.0 60.0 65.0 66.5 68.5 86.7 75.0 57.8 57.6 60.0 65.0 57.6 57.6 66.7 75.0 52.0 52.0 80.0 65.0 52.0 52.0 66.7 ,75.0 - - - - 47.7 47.7 66.7 75.0 - - - - 43.4 43.4 66.7 75.0 - - - - 40.4 40.4 66.7 75.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. BULB VINYL z > to cv1- irt da 1/8" ANN. GLASS UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'B' ANCHORS 'A' ANCHORS 'B' ANCHORS 'A' ANCHORS 'B' WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) INT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 19 -1/8" 26 -1/2" 32' 37' 42' 48" 53 -1/8" 50 -5/8' (4) 60.0 65.0 60.0 65.0 66.7 75.0 66.7 75.0 60.0 65.0 60.0 65.0 66.7 74.4 66.7 75.0 50.0 65.0 60.0 65.0 85.2 65.2 66.7 75.0 58.7 58.7 60.0 65.0 58.7 58.7 66.7 75.0 53.3 53.3 60.0 65.0 53.3 53.3 66.7 75.0 48.0 48.0 60.0 61.7 48.0 48.0 66.7 75.0 - - - - 44.3 44.3 66.7 75.0 19 -1/8" 26 -1/2" 32' 37' 42' 48" 53 -1/8" 57" (5) 60.0 65.0 60.0 65.0 66.7 75.0 66.7 75.0 60.0 65.0 60.0 65.0 66.7 75.0 66.7 75.0 60.0 65.0 60.0 65.0 66.7 69.9 66.7 75.0 60.0 63.1 60.0 65.0 83.1 63.1 66.7 75.0 - - - 57.5 57.5 66.7 75.0 - - - - 51.9 51.9 66.7 75.0 - - - - 48.0 48.0 66.7 75.0 19-1/5" 26 -1/2° 32" 37• 42' 63" (6) 60.0 65.0 60.0 65.0 66.7 75.0 68.7 75.0 60.0 65.0 60.0 65.0 66.7 75.0 66.7 75.0 60.0 65.0 60.0 65.0 68.7 73.5 68.7 75.0 - - - - 66.6 66.6 66.7 75.0 - - - - 60.8 60.8 66.7 75.0 19 -1/8° 26 -1/2" 32• �6) 60.0 65.0 60.0 65.0 66.7 75.0 66.7 75.0 60.0 65.0 60.0 65.0 66.5 66.5 66.7 75.0 - - - - 57.6 57.6 66.7 75.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. BULB VINYL 1/8" HEAT STREN'D GLASS .075' STORMGLASS INTERLAYER .090" PVB INTERLAYER BY OLDCASTLE SAFLEX /KEEPSAFE MAXIMUM OR BY SOLUTIA .090" PVB INTERLAYER SAFLEX /KEEPSAFE MAXIMUM 1/8" ANN. GLASS BY SOLUTIA 1/8" HEAT STREN'D GLASS SILICONE PECORA 895 GLASS TYPE 'A' SILICONE PECORA 895 GLASS TYPE 'B' GLAZING OPTIONS Approved as complying with the FTodda D*te NOM/ IWiami Diviaba B Engr. DR.,tiUMAYOUN FFAR000 STRUCTURES PIA PE 18550 C.A.N. MAR 1 8 2004 N 0 6. U 0 0 v m co 0 0 v O N 1 • drawing no. W04-20 sheet 2 of 5 ) METAL STRUCTURES (STEEL OR ALUM. 1/6' MIN. THICK) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. WOOD BUCKS NOT BY F.W.S., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 3/16" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO MASONRY OR DIRECTLY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO MASONRY OR DIRECTLY INTO 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 412" TEKS OR SELF DRILLING SCREWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE - MOREHEAD 5504 SEALANT. W1 = 1 -1/2" X 3/16" WLEJHOLES AT 2 -1/4" FROM EACH END 2BY • WOOD BUCK MIAMI -DADE COUNTY APPROVED MUWON SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH VENT WIDTH WINDOW WIDTH EXTERIOR D.L OPG. ITEM # PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 FINS -020 1 FRAME HEAD 6063 -16 - 2 FWS -021 1 FRAME SILL 6063 -76 - 3 FWS -022 2 FRAME JAMB 6063 -T6 - 4 FWS -025 1 FIXED MTG. RAIL 6063 -16 - 5 FWS -024 1 VENT TOP RAIL 6063 -T6 - 6 FNS -023 1 VENT BOTTOM RAIL 6063 -16 - 7 FINS -016 2 VENT SIDE RAIL 6063 -16 8 FNS -029 AS ROD. GLAZING BEAD 6063 -T6 - 9 FWS -018 2/VENT VENT LATCH 0 10 -3/4° FROM ENDS 6083 -T6 - 9A - 2/VENT CAM TYPE SWEEP LOCK ZAMAK INTALLED w/ (2) #8 X 3/4" FH SMS 10 - 2 LATCH SPRING STEEL - 11 895 AS REQD. GLAZING COMPOUND - PECORA 12 #8 X 1 -3/4" 20 FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 13 - - - - - 14 W21175 AS REOD. PILE W. STRIPPING WWM PLASTIC FIN - ULTRAFAB 15 E205 AS REQD. BULB WSTRIPPING VINYL - 16 - 2/VENT BLOCK AND TACKLE BALANCE - 16A - 2/VENT 5/8" SPIRAL BALANCE - 17 #6 X 3/8° - SASH GUIDE SCREWS - FH 18 20 -09 2 SASH STOP ALUMINUM - 19 - 4 SASH GLADE - - 20 - 1 5 /16" BOX SCREEN - OPTIONAL 1 /4" SHIM MAX.., WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK Approved Meompiyiag with Its Florida Date NORM Miami Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE A 16587 CAN. X538 MAR 1 8 2004 0 U i9 n 0 0) d v .0 c 0 Y 0 c 6) 0 N 0 drawing no. W04-20 sheet 4of 5 1.250 —_1 FRAME HEAD 1.250 VENT BOTTOM RAIL j- 1.031 -1 2.695 ■1.2501 1.878 FRAME JAMB 1.250 VENT LATCH 419 .594 .050 x- 528 I-- GLAZING BEAD .4144. --I VENT SIDE RAIL FRAME SILL FRAME CORNERS DETAIL Appoved as cem@tye°g with the �� NOM •!.5�7��1 �• MBy Product Dad comae DivLSoa << ./► 0 rn co ril O° VENT CORNER DETAIL Engr: DR. HUMAYOUN FAR000 STRUCTURES PIA PE CAN. 16857 CN.�536 MAR 1 8 2004 a-tt p d' —0 n O3> < <<I a. r- CC y O� rx J v R I zo .J UJ 01 0 n 0 0 13 (revisions 0 0 4 a • TO drawing no. W04--20 sheet 5 of 5 M 1 A M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) OF-s-05-01578 MIAMI -DADE COUNTY, FLORIDA ME CRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2903 Doralum Corporation 7040 N. W. 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable Hiles 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 -Dada County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with thc High Velocity Hurricane Zone of the Florida Building Codc. DESCRIPTION: Series 100 Aluminum Outswing doors wI sidelites APPROVAL DOCUMENT: Drawing No. NV01 -20, titled "Scries -100 Alum Swing Door w /Sidelitcs ", sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, dated 04 -21 -01 and last revised on 01- 24 -02, signed and sealed by Dr. Humayoun Farooq, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant 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 bc considered after a renewal application has bccn filed and there has been no change in the applicable building codc,ncgatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has bccn a revision or.change in thc materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for salts, 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 bc displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its cntircty. 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 01- 0724.10 and consists of this page 1 as well as approval document mentioned above. The submittcd documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 01- 0724.10 Expiration Date: April 11, 2007 Approval Date: April 11, 2002 Page 1. 8' MAX. TIP. SURFACE APPLIED FALSE UU WHY BE USED 144- FRAME WIDTH • 12• MAX TYP AT HEAD /SILL 3 ANCHORS REOD. /ALL INSTALLATIONS 24 3/4' D.L OPG. 34 11/16' LEAF WIDTH 71 3/4' 7/16' :OVERALL LAM.:GLASs 11 11 JI ti 11 11 11 i u• -. --- 11. 11' 11 _ it II 11 14- 2 1/2' I' L 2 1/2• l 32 1/4' D.L OPG. MULLION SPACING 'i • ■ ( FRAME WIDTH TYPICAL ELEVATION ( XXOO ) I th I ED UNIT 32 1/4' D.L OPG. App.owd a semplyies 'Ill Ma MMus BdMMR Cods Date 2 ARIL, II,o1147- NOAH o -es 7L /,) Mimi Dad. Trae! O.� d Pjt '�Ca1 C1* AVERAGE WIDTH = Wi + W2 (FOR DOORS WM4 SIDEUTES) 2 W1 W2 1 1 W1 1 W2 , WI J C w, of (X XO) (OX X) w1 WI W2 • ..1 c (XOO) (OXO) ... (OOX) APPROVED CONFIGURATION$ (OXXO) . (OOXX) - • (XXOO) MAXIMUM DESIGN LOAD RATING 3 + 62.0 PSF ( FOR DOORS YTMOUT SOEUTES) - - 81.0 PSF HEIGHTS: NOWNAL HEIGHT FRAME HEIGHT 11 / /. / - - -- 117 If 1 ........,11 - -- u 7/11r LAM. LASS \ = '-'.G= 1C -= -\ 11 II 11l 11` 5,= ===31= n \ 11 u \ 8 E ® _ ' \ 24 3/4' D.L OPG. 34 11/16' LEAF WIDTH 71 3/4' 7/16' :OVERALL LAM.:GLASs 11 11 JI ti 11 11 11 i u• -. --- 11. 11' 11 _ it II 11 14- 2 1/2' I' L 2 1/2• l 32 1/4' D.L OPG. MULLION SPACING 'i • ■ ( FRAME WIDTH TYPICAL ELEVATION ( XXOO ) I th I ED UNIT 32 1/4' D.L OPG. App.owd a semplyies 'Ill Ma MMus BdMMR Cods Date 2 ARIL, II,o1147- NOAH o -es 7L /,) Mimi Dad. Trae! O.� d Pjt '�Ca1 C1* AVERAGE WIDTH = Wi + W2 (FOR DOORS WM4 SIDEUTES) 2 W1 W2 1 1 W1 1 W2 , WI J C w, of (X XO) (OX X) w1 WI W2 • ..1 c (XOO) (OXO) ... (OOX) APPROVED CONFIGURATION$ (OXXO) . (OOXX) - • (XXOO) MAXIMUM DESIGN LOAD RATING 3 + 62.0 PSF ( FOR DOORS YTMOUT SOEUTES) - - 81.0 PSF HEIGHTS: NOWNAL HEIGHT FRAME HEIGHT LEAF HEIGHT DAYUTE OPG. 6/8 79 -7/8' 77 -3/8' 67 -5/8' 8/0 95 -7/8' 93 -3/8' 83 -5/8' WIDTHS: NOMNAL W10111 • FRAME WIDTH LEAF WIDTH DAYUTE OPG. 2/8 (X) 31 -1/2- 28- 11/18' 18- 15/16- 3/0 (X) 37 -1 /Y 34- 11/16' 24- 15/18' 5/0 (XX) 59 -3/4• 25- 11 /16' 18 -15/16 6/0 (XX) 71 -3/4- 34- 11/16' 24- 15/16' DOOR LEAFS CAN BE GLAZED WITH TYPE •A, •B' OR 'C' GLASS FOR MAX. LOADS OF +62.0 & -81.0 PSF FOR ANY ABOVE SIZE. APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. THE SIDEUTES CAN BE ONE OR TWO MAX., AT ONE SIDE OR BOTH SIDES OF DOORS. DOORS / SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. FOR DOORS WITH SIDWTES LIMIT LOADS AS SHOWN BELOW. DESIGN LOAD CAPACITY - PSF AVERAGE WIDTH NCHES DOOR HEIGHT FT - /N. GLASS TYPE 'A GLASS TYPE T & 'C' EXT. (t) INT. ( -) EXT. ( +) INT. ( -) 32 62.0 81.0 62.0 81.0 33 62.0 78.3 62.0 81.0 34 7/0 62.0 89.8 62.0 81.0 35 82.0 68.5 62.0 81.0 38 62.0 63.1 62.0 81.0 32 62.0 81.0 62.0 81.0 33 • 62.0 78.3 62.0 79.2 34 8/0 62.0 69.6 62.0 78.3 35 62.0 66.5 62.0 77.8 36 62.0 53.1 62.0 76.3 THIS PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -DADE COUNTY OR FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL.. Engr: Gt. MI►IAYOIai AROI STI6K:1Lq'r3 . M PE i 18537 FEB 11 2002 2 m 00 d a oe U or 3W" r? o cgs o 1 2111 3 8 i drawing no. WO1 -20 i anew -5 1 TYPICAL ANCHORS • (. TYPICAL ANCHORS'. :**•': SEE ELEV. FOR SPACING SEE ELEV. FOR.SPACINGAC." TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY OR 2BY Y100o BUCK a 5 #8 X AT 8" 1- FH SMS O.C. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS NOT BY DORALUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. METAL STRUCTURES (STEEL OR ALLRA. 1/8. MIN. THICK) STEEL : Fy . 38 KSI MIN. ALUMINUM : 6083 -T5 MIN. /14 SMS OR 1/4" DIA. SELF DRILLING SCREWS TYPICAL ANCHORS: SCE ELEV. FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1/4" DIA. TAPCONS (BY ELCO) 1 -3/4" MIN. TOTAL EMBED. (WOOD +SUBSTRATE) THRU 18Y WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1/4" DNA. TAPCONS (BY ELCO) WITH 1 -1/4" MIN. EMBED INTO MASONRY INTO METAL STRUCTURES OR •MUWON (STEEL OR ALUM 1/8" MIN. THICK.) #14 SMS OR 1/4" SELF DRIWNG SCREWS SEALANTS; • FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. LOCKS; STANDARD STEEL THROW BOLT LOCK. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 45" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) HINGES; EXTRUDED ALUMINUM BUTT HINGE 1/8" THICK AND 7" LONG WITH 5/16" PLATED STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 10" FROM TOP & BOTTOM AND ONE AT MIDSPAN . D . INAYO R Moos STRUCTURES FLA. PL 1 16557 FEB 1 1 290? O0 0 —1 no N' 0. — sheet 2 of 51 TYPICAL ANCHORS 'SEE ELEV. FOR SPACING IBY OR 2BY WOOD BUCK 0 FLUSH BOLT OPERATOR ON ACTIVE LEAF FLUSH BOLT OPERATOR —ON INACTIVE LEAF -- (CONCEALED) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4• MAX. BMW i n 8 1/4' MAX. SHIM SPACE g 11=g TYPICAL ANCHORS SEE ELEV. FUR SPACING EXTERIOR AminnsidaueswAbswlibthe Pbdda Wang Cast Dale /x egg. IT/ 200 BOAR DI —O ?t.S •/O Mind Dade Prided Combed • 1 - 1i4►d1.. 1/4' MAX. SHIM SPACE gi h' 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING Enge: DR. MUMAYOUN FAROOD STRUCTbRES FLA_ PE % 16557 FFR11 711117 I drawing no. WO1 -20 A78 TYP. 1 --2.05 FRAME HEAD /JAMB 1.500 1 1_4-548+1 .203 . .283 .272 -L GLAZING VINYL (SCALE 1:1) 1.594 .062 TOT. WEATHERSTRIP ADAPTER GLASS STOP .078 TYP. TOP /BOTTOM RAIL GLAZING ADAPTER (DOOR) 85 r 1.9 r 1.573 .470 1.823 GLAZING ADAPTER (SIDEUTE) .696 7 #10 -24 X t /2' FH SELF DRIWNC SCREWS 3 PIECE HINGE THRESHOLD .250 .844 L-1.547 --I ASSEMBLY STIFFENER L827 -1 525 - 1.371 -•.I -� SIDE UTE GLAZING BEAD I---2A93 ---1 .062 TYP. 1.656 I- 4.156-1 SIDE UTE JAMB .078 TYP. 3.999 HINGE STILE .078 7VP. 1.750 1.--- 4.687 LOCI< STILE 2.070 ApplwYM as =sIb, the nark% Wale Dots APR ft. II,24.02- MOAN bT- 0721f• /O Mani Dade Timid Cwmwl Ty .1 '. CN4N� 3/16' EALED ANN GLASS •I Ruy POLYCARBONATE 3/16' ANNEALED GLASS ITEM / PART 1 REOD. DESCRIPTION MATERIAL MANF. /NUPPUER /REMARXS 1 SW -28899 3/0008 FRAME HEAD /JAMB 6063 -76 - 2 SW -28900 2 /LEAF DOOR TOP /ATOM RAIL 6061 -76 - 3 SW -28904 AS RECO. WEATHERSTRIP ADAPTER 6063 -T6 - 4 SW -28898 1 /00OR THRESHOLD 6083 -76 - 5 - - - - - 8 SW -28896 1 /LEAs HINGE STILE 6063 -T6 - 7 • SW -28901 1 /LEAF LACK STOLE 6053 -76 - 8 SW -28897 AS REOD. =ELITE JAMB 8063 -T8 - 9 ' SW -28903 1 /CORNER ASSEMBLY STIFFENER 6083-T6 - 10 SW- 29244' 3/LEAF HINGE 0008 PORI1ON 6063 -75 - 11 SW -29245 3/LEAF HINGE FRAME PORTION 6083 -T6 - 12 - 2 /LEAF 3/8' X 18 X 3r LONG THREADED ROO STEEL - 13 - 2/LEAF 3/6' X 15 NUT - - 14 •'• - 1 /HINGE 5/16' X 6' R00 STEEL PLATED STEEL 15 - 6 /LEAF 1/4' SETTING BLOCK NYLON - 15 - AS RECO. GLAZING VINYL VNYL - 17 - • PW -101 AS REOD. BULB WEATHERSTRIPPING VINYL - 18 ' ' PB -8400 AS RECD. PILE WEATHERSTRIPPING - SCHLEGEL 19 SILICONE PLUS - SILICONE DOW CORNING OR EQUIV. 20 • 5025 AS REOD. FLUSH BOLTS DELTA IND. OR EOUN. 21 CP -8111 - ENTRY LOCKSET TACO OR WESTLOCK 22 /6X3/4' PHSMS AS REOD. ASSEMBLY SCREWS AT AU. FRAME JONI5 23 00R -018 AS RE00. GLAZING ADAPTER (000R) 6063 -T6 - 24 DOR -017 AS RE00. GLAZING ADAPTER (SIDEUTE) 6063 -76 - 25 DOR -019 AS RE00. GLASS STOP 6063 -75 - 7/16- OVERALL. LAM. GLASS BY 'SECURITY IMPACT HOLDING' GLASS TYPE 'A' 3/18' HT. STREN•D GLASS .090 SAFLE)( 100 PVB INTERLAYER 3/18' HT. STREW() GLASS 7/16' OVERALL LAM. GLASS BY 'SOLUTIA INC.' GLASS TYPE 'B' 3/18' HT. STREN•0 GLASS 130 GLASSLAM SAFETY PLUS INTERLAYER 3/16' HT. STREN'D GLASS 7/16" OVERALL LAM. GLASS BY 'GLASSLAM SAFETY PLUS' GLASS TYPE 'C' 3 drawing no. WO1 -20 1 t FRAME BOTTOM CORNER Fppitia Belding pltllf wMA lst bate APtIL�t`1.�2-osi NOM 01 -072 U M[laaal Dud. PTUdeat Coatrel By 1 aia0, 1. C j.Alto�a DOOR LEAF CORNER Engr. D. NUWYOUN FARoOQ STRUCTURES FlA. PE 1 18'.57 FEB 1 ] 2002 to 8 6 90scnpuon 0 0 c drawing no. WO1 -20 {sheet 501 5 ,1 FOLIO#: 1132060131700 C.O.R.: 10.94 FEET FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. O.M.B. No. 3067 -0077 Expires December 31, 2005 3- 0007999 BUILDING OWN R'S NAME SHAHIDA SHAKIR SECTION A - PROPERTY OWNER INFORMATION For Insurance Company L. Pollcy°Numbei. BUILDING STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NO. 10290 NE 2 AVE Company NAIC Number CITY STATE MIAMI SHORES FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot Block 13 of AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 according to the plat thereof as recorded in Plat Book 10 at Page 70 of the public records of MIAMI -DADE County, Florida. BUILDING USE (e.g. Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL ZIP CODE 33138 LATITUDE/LONGITUDE (OPTIONAL) (## - ## - ##.##" or ##.#####) HORIZONTAL DATUM: 1 1 NAD 1927 1 1 NAD 1983 SOURCE: 1 1 GPS (Type): LI USGS Quad Map u Other. NGVD 1929 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES 120652 B2. COUNTY NAME MIAMI -DADE B3. STATE FL B4. MAP AND PANEL NUMBER 12025C0093 B5. SUFFIX J B6. FIRM INDEX DATE 07/17/1995 B7. FIRM PANEL EFFECTIVE/REVISED DATE 03/02/1994 B8. FLOOD ZONE(S) X B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) BI0.Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. I I FIS Profile I XI FIRM I !Community Determined 1 I Other (Describe): BI 1.Indicate the elevation datum used for the BFE in B9: IX I NGVD 1929 I 1 NAVD 1988 I (Other (Describe): B12.Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1_1 Yes Designation Date: L J No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: I I Construction Drawings* I I Building Under Construction* 1 XI Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. 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 C3.a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 1929 Conversion/Comments N/A Elevation reference mark used 90 Does the elevation reference mark used appear on the FIRM? IX) Yes LJ No O a) Top of bottom floor (including basement or enclosure) 12.03 ftdm) O b) Top of next higher floor 12.09 ft.(m) 1 O c) Bottom of lowest horizontal structural member (V zones only) N/A ft.(m) `� O d) Attached garage (top of slab) 10.76 ft.(m) I o O e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area.) 11.65 f{.(1-1) O f) Lowest adjacent (finished) grade (LAG) 10.61 ft.(m) O g) Highest adjacent (finished) grade (HAG) 10.78 ft.(m) O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A 8 O i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) 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 in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER Robert Ibarra 6437 TITLE COMPANY NAME Professional Land Surveyor NOVA SURVEYORS, INC. ADDRESS 5582 N.W. 7TH S SIGNATURE FEMA Form 81 -31, J 2003 CITY STATE ZIP CODE MIAMI FL 33126 DATE TELEPHONE 07/06/2005 (305) 264 -2660 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces. copy the corresponding information from Section A. 3- 0007999 BUILDING STREET ADDRESS (Including Apt., Unit, Suite and /or Bldg. Number) OR P.O. ROUTE AND BOX NO. 10290 NE 2 AVE For Insurance Company Use: Policy Number CITY MIAMI SHORES STATE ZIP CODE FL 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Company NAIC Number Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS SECTION C3 (e) LOWEST ELEVATION MACHINERY IS THE A/C PAD jJ Check here If attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is I 1 I ft.(m) I 1 I in.(cm) I I above or I I below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I I I ft.(m) I I I in.(cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is I 1 I ft.(m) I I I in.(cm) I I above or I I below (check one) the highest adjacent grade. (Use natural grade, if available.) E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I I Yes I I No I I Unknown. The local official must certify this information in Section SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME SHAHIDA SHAKIR ADDRESS CITY STATE ZIP CODE 10290 NE 2 AVE MIAMI SHORES FL 33138 SIGNATURE DATE TELEPHONE COMMENTS LI Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E) and G of this Elevation Certificate. Complete the applicable item(s) and sign below. GI. 1 1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. I I A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. I I The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OR COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: 1 1 New Construction 1 1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in ZONE AO) depth of flooding at the building site is: ft.(m) Datum: ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS I I Check here if attachments FEMA Form 81 -31, JAN 2003 REPLACES ALL PREVIOUS EDITIONS 5582 N.W. 70i STREET, SUITE 202 MIAMI, FLORIDA 33128 TELEPHONE; (305) 220 -3171 FAX (305) 554-7822 % ( ur. SURVEY NO � � LAND SURVEYORS SHEET NO. OF BOUNDARY SURVEY scale 1" = / 20 ' 75' � Aviv 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 ATuvtt purvrgnrs Jrcr. DRAW BY: LAND SURVEYORS SURVEY NTS- 0007999 SHEET No. / OF Survey of LOT 1 AND THE NORTH HALF OF LOT 2 IN BLOCK 13 Subdivision: AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 According to the Plat thereof as recorded in the Plat Book No. 10 at Page No. 70 of the public records of MIAMI -DADE County, Florida. Property Address: 10290 NE 2 AVE, MIAMI SHORES, FL 33138 For: SHAHIDA SHAKIR ABB LOCATION SKETCH Scale 1"= NT.S. '. ii_.ol I 1 fiat2 V 1.1E 103PS a g4 14 50 13 tZ 11 t0 8 5N 6q to i LI tc SL 17 is 19 I 20 0 Z I zz .. O ri AR 50 h 6554 5° I0 .. ..1,,..►.. 501 REVIATION AND MEANING A- ARC A /C- AIR CONDITIONER PAD. AL- ANCHOR EASEMENT. A/R- ALUMINIUM ROOF. A/S- AUJMINIUM SHED. ASPH.- ASPHALT. B.C.- BLOCK CORNER. BLDG.= BUILDING. LM.- BENCH MARK B.0.8.- BASIS OF BEARINGS. C- CALCULATED FR= FT= FNIP.- F.N.- H.- IN.&EG.- LP= C.B- CATCH BASIN. LF.E.- 0. &S- CONCRETE BLOCK KSW CONCRETE BLOCK CH- CHORD. CH.B.- CHORD BEARING. CL- CLEAR C.T.F.- CHAIN LINK FENCE. C.M.E- CANAL MAINTENANCE CONC.- (CRETE. C.P.- CO NC. PORCH. G.S.- CONCRETE SLAB. D.E.- DRAINAGE EASEMENT . DALE- DRAINAGE MAINTENANCE EASEMENTS DROVE- DRIVEWAY • - DEGREES. STRUCIURELM•E.- WALL '- N.A.P. - NGW- P1.- N.T.S - #-NO.- 0/S- O.H.- 0.H.L- OVH+ E- EAST PVMT.- ET.P.- ELECTRIC TRANSFORMER PAD - ELEV.- ELEVATION. n - ENCR.- ENCROACHMENT. F.H. - FIRE HYDRANT. F.I.P. - FOUND IRON PIPE F.T.R.- FOUND IRON ROD. P.C.C. - P.C.- PT.- POC.- POB.- FINISHED FLOOR ELEVATION. FOUND NAIL & DISK . FRAME. FEET. FEDERAL CEATiONAL FOUND NAIL HIGH (HEIGHT) INGRESS AND EGRESS EASEMENT. UGHT POLE. LOWEST FLOOR ELEVATION. LAKE MAINTENANCE EASEMENT MINUTES. MEASURED DISTANCE MANHOLE MONUMENT LANE. NOT A PART OF. NATIONAL GEODETIC VERTICAL DATUM. NORTH. NOT TO SCALE NUMBER. OFFSET. OVERHEAD 06044 OVERHEAD UIIUTY UNES OVERHANG PAVEMENT. PLANTER. PROPERTY UNE POINT OF COMPOUND CURVE POINT OF CURVE. POINT OF TANGENCY. POINT OF COMMENCEMENT. POINT OF BEGINNING. P.R.C.+ POINT OF REVERSE CURVE P.8.- PLAT BOOK. PG.- PAGE. PWY PARKWAY. PRA- PERMANENT REFERENCE MONUMENT. P.T.S.- PROFESSIONAL LAND SURVEYOR. R.- RECORDED DISTANCE. RR.- RAE, ROAD. RES.- RESIDENCE. R/W- RIGHT-OF-WAY. RM.= RADIUS OF RADIAL R.P.+ RADIUS POINT. RGE.- RANG£. SEC.- SECTION. STY.+ STORY. SINK.- SIDEWALK. S.I.P.- SET IRON PIPE LB. /8044. S.- SOUTH. SECONDS T TANGENT. NP- TOWNSHIP. MIL= UTILITY. U.P.- UTILTY POLE. W.M.- WATER METER. W.F.- WOOD FENCE W.S.+ WOOD SHED. W/R- WOOD ROOF. - CENTRAL ANGLE. - CENTER LINE. •C - ANGLE. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY THE PURPOSE CF THIS SURVEY IS FOR USE IN OBTAINING 11TLE INSURANCE AND FINANCING AND SHOT LD NOT BE USED FOR CONSTRUCTION PURPOSES EMANATIONS OF THE ABSTRACT OF TITLE WE.L HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS. W ANY, AFFECTING THE PROPERTY. THIS SURVEY 15 SUBJECT TO DEDICATIONS. UWTATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVED BY CLIENT OR ATTESTING TN1IE COMPANY. BOUNDARY SURVEY MEANS A DRAMTING AND/ OR A GRAPHIC REPRESENTATION OF THE SURVEY NDRIC PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. EASEMENTS AS SOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHORN. 114E TERM 'ENCt0AC1IMENY MEATS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS AND THEY WILL. BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTIONS. UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OM#ERSH IP NOT DETERMINED. MIS PLAN CF SURVEY. HAS BEEN PREPARED FOR THE EXCUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE FINIP FLOOD NAPS HAVE DESIGNATED 114E HIRESN DESCRIBED LAND TO BE Situated in Zone: X Community /Panel /Suffix: Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: SHAHIDA SHAKIR FRANK WOLLAND, ESQ. FIRST AMERICAN TITLE INSURANCE COMPANY MASON LAW, P.A. BEACH BANK,ITS SUCCESSORS AND /OR ASSIGNS 3 4 3 1[Y ,T s.30 �J Gr Date: 07/07/2003 LEGEND TYPICAL •44- -N CLF= CHAIN LINK FENCE C WALL (CBW) 0-0 IF =IRON FENCE -0H- OVERHEAD UTILITY LINES WF =WOOD FENCE *0.00 = EXISTING ELEVATIONS. PROPOSED ELEVATIONS. SURVEYORS ' S NOTES: 1). IF MAN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. BY SAID PLAT 11 THE DESCRIPTION OF TIE PROPERTY. F NOT. THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2). IF SHOWN . ELEVATIONS ARE REFERRED TO BM/ ELEV. FEET. OF N.O.V.D. OF 1929. 3). MS IS A SPEOF1C PURPOSE SURVEY. 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. I HEREBY CERTIFY: THAT 7H1S 'BOUNDARY SURVEY OF THE PROPERTY DESCRIBED HEREON. AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES 1111TH THE MINIMUM TECHINICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESIONAL LAND SURVEYORS IN CHAPTER 61017-e, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: .P'HN IBARRA (DATE OF FIELD WORK) 743-03 PROFESSIONAL LAND SURVEYOR NO. 62� STATE OF FLORIDA (VALID COPIES OF THIS SURVEY VAIL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: 120652- 0093 -J 5582 N.W. 7th STREET. SUITE 202 MIAMI, FLORIDA 33128 TELEPHONE; (305) 220-3171 FAX: (305) 554-7822 Xxxint Aurtnurs lnr. LAND SURVEYORS SURVEY NO. SHEET NO. OF BOUNDARY SURVEY scale in - /2:1041- Agar if (_„ GG y 70 .0r /wog.. •GeitetC-. •••• /490 /0„. • /AO' r / .5•7y Pi At) 1%95' adt-5 ' cc... ioa /6,6".o•Riy,A ket) /Ow , /#4;'C IMO OW' Afor,41 pv445,- 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 DRAW BY: Hutt Purvrwors LAND SURVEYORS SURVEY N33— pp1179to9 SHEET No. / OF Survey o f LOT 1 AND THE NORTH HALF OF LOT 2 1N BLOCK 13 Subdivision: AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 According to the Plat thereof as recorded in the Plat Book No. 10 at Page No. 70 of the public records of MIAMI -DADE County, Florida. Property Address: 10290 NE 2 AVE, MIAMI SHORES, FL 33138 For: SHAHIDA SHAKIR LOCATION SKETCH Scale 1 "= NT.S. L{ ii&Q 1 1 ii302 yi 50 F5 14 11 10 8 N 15 SS3 N� 51. 17 Is 19 ' 20 21 . zz ,. o C3w 50 a1 �sss4 ,5o I IQs j • 4 i 3 >G, 'T" :30 .1 ' 1 i .. I -$O1 t 3 tr. ABBREVIATION AND MEANING A= ARC F.F.E.= FINISHED FLOOR ELEVATION. P.R.C.= POINT OF REVERSE A /C= AIR CONDITIONER PAD. F.N.D.= FOUND NAIL & DISK . CURVE A.E.= ANCHOR EASEMENT. FR= FRAME. P.B.= PLAT BOOK. A/R= ALUMINIUM ROOF. FT FEET. PG.= PAGE. A A/S= ASPHALT. INSURANCE ALUMINIUM SHED. FNIP.= NATIONAL PRY= PARKWAY. PPM= PERMANENT REFERENCE B.C.= BLOCK CORNER. F.N.= FOUND NM.. MONUMENT. BLDG.= BUILDING. Hr HIGH (HEIGHT) P.LS.= PROFESSIONAL LAND B.M.= BENCH MARK IN.&EG.= INGRESS AND EGRESS SURVEYOR. 8.0.8.= BASS OF BEARINGS. EASEMENT. R.= RECORDED DISTANCE. C. CALCULATED LP= UGHT POLE ' RR.= RAP, ROAD. C.B= CATCH BASIN. LF.E.= LOWEST FLOOR ELEVATION. RES.= RESIDENCE. 0.B.S= CONCRETE BLOC( STRUCTURELM•E= LAKE MAINTENANCE EASEMENT R/W= RIGHT —OF—WAY. CBWY CONCRETE BLOCK WALL '= MINUTES. RAID RADIUS OF RADIAL. M.- MEASURED DISTANCE MM. MANHOLE. M/L= MONUMENT UNE. N.A.P.- NOT A PART CF. NOW= NATIONAL GEODETIC VERTICAL DATUM. N.= NORTH. N.T.S.= NOT TO SCALE. —N0.- NUMRER. 0 /S= OFFSET. = CHORD. CH.B.= CHORD BEARING. CL= CLEAR C.L.F.= CHAIN LINK FENCE C.M.E= CANAL MAINTENANCE EASEMENTS. CONC.= CONCRETE C.P.= CONC. PORCH. C.S.= CONCRETE SLAB. D.E.= DRAINAGE EASEMENT . D.M.E.= DRAINAGE MAINTENANCE EASEMENTS DRIVE= DRIVEWAY • • DEGREES. 0.H.= OVERHEAD //88004444 0.11.1..= OVERHEAD iUTRJTY UNES 0144= OVERHANG E= EAST. Kilt= PAVEMENT. ET.P.= ELECTRIC TRANSFORMER PAD IN ELEV.= ELEVATION P/L= p PROPp uNE ERTY ENCR.= ENCROACHMENT. P.C.C.= POINT OF COMP CURVE F.N.= FIRE HYDRANT. P• .= POINT OF CURVE. F.LP.= FOUND IRON PIPE. PT.= POINT OF TANGENCY. F.I.R.= FOUND IRON R00. POT.= POINT OF BEGINNING. T. FOB.= POINT OF BEGINNING. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT 940* ON THIS SURVEY THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTM I NG 1111.E INSURANCE ANO FINANCING AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, F ANY AFFECTING NNE PROPERTY. THIS SURVEY 15 SUBJECT TO DEDICATIONS, OVATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS CF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A ORATING AND/ OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD. COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TERM "ENCROACHMENT' MEANS MIKE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS AND THEY WU. 65 RESPONSIBLE OF SUBLETTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES N A NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS FENCE OWNERSHIP NOT DETERMINED. THIS PAN OF SURVEY. HAS BEEN PREPARED FOR 1HE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE GERIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. 111E FNF FLOOD MAPS HAVE DESIGNATED 111E HEREIN DESCRWED LAND TO BE Situated in Zone: X Community /Panel /Suffix: Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: SHAHIDA SHAKIR FRANK WOLLAND, ESQ. FIRST AMERICAN TITLE INSURANCE COMPANY MASON LAW, P.A. BEACH BANK,ITS SUCCESSORS AND /OR ASSIGNS R.P.= RADIUS P0NT. RGE= RANGE. SEC.= SECTION. STY.= STORY. SM.= SIDEWALK. S.L.P.= SET IRON PIPE LB. /6044. S.= SOUTH. N. SECONDS T TANGENT. 11tP =TOWNSHIP. U1O..= UTUTY. U.P.= UIUTY POLE W.M.= WATER METER. W.F.= WOOD FENCE. WS.= WOOD SHED. WA= WOOD ROOF. = CENTRAL ANGLE. { = CENTER LINE. '0 = ANGLE. Date: 07/07/2003 LEGEND TYPICAL CLF= CHAIN LINK FENCE C B S WALL (CBW) 11 =1RON FENCE OVERHEAD UTILITY UNES WF =WOOD FENCE = EXISTING ELEVATIONS. ® = PROPOSED ELEVATIONS. SURVEYORS'S NOTES: 1). F 5HO11N, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. BY SAID PLAT 91 THE ANON OF THE PROPERTY. F NOT. THEN BEARINGS ARE REFERRED TO COUNTY. TOWNSHIP MAPS 2). F SHOW , ELEVATIONS ARE REFERRED TO BM/ ELEV. FEET. OF N.G.V.D. OF 1929. 3). THIS IS A SPECIFIC PURPOSE SURVEY. 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 1 HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON. AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPUES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESIONAL LAND SURVEYORS IN CHAPTER 61017 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: ZTHAI I IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR N0.57 % STATE OF FLORIDA (VAUD COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). g -o3 REVISED ON: REVISED ON: 120652- 0093 -J A Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/10/2007 Inspector: Grande, Claudio Owner: SHAKIR, SHAHIDA Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JB BUILDERS & CONTRACTORS INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Block: Phone Number Parcel Number 1132060131700 Lot: Phone: 786- 245 -2103 Building Department Comments FAMILY ROOM ADDITION APP 1 1 2001 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 44459. CREATED AS REINSPECTION FOR INSP -786. No access to home 3/27/07 CG. 4/6/06 No one home, no access to do inspection. CG. 4/10/7 Pending items for final inspection. 1) Remove concrete driveway in rear of property, driveway in violation of setbacks. 2) Pending uplift report for roof permit and final roof approval . 3) Driveway at frontof house to be cut back 5' from wall of house.CG � q///0 i Failed ✓ ;/ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, April 10, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/10/2007 Inspector: Grande, Claudio Owner: SHAKIR, SHAHIDA Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JB BUILDERS & CONTRACTORS INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Block: Phone Number Parcel Number 1132060131700 Lot: Phone: 786- 245 -2103 Building Department Comments FAMILY ROOM ADDITION APR 1 1 2007 Passed p Inspector Comments CREATED AS REINSPECTION FOR INSP - 44459. CREATED AS REINSPECTION FOR INSP -786. No access to home 3/27/07 CG. 4/6/06 No one home, no access to do inspection. CG. 4/10/7 Pending items for final inspection. 1) Remove concrete driveway in rear of property, driveway in violation of setbacks. 2) Pending uplift report for roof permit and final roof approval . 3) Driveway at frontof house to be cut back 5' from wall of house.CG % Failed ;; Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, April 10, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/11/2007 Inspector: Grande, Claudio Owner: SHAKIR, SHAHIDA Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JB BUILDERS & CONTRACTORS INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Block: Phone Number Parcel Number 1132060131700 Lot: Phone: 786- 245 -2103 Building Department Comments FAMILY ROOM ADDITION APR 1 2 2OO7 Passed Inspector Comments • CREATED AS REINSPECTION FOR INSP- 45426. CREATED AS REINSPECTION FOR INSP - 44459. CREATED AS REINSPECTION FOR INSP -786. No access to home 3/27/07 CG. Failed /= 1 4/6/06 No one home, no access to do inspection. CG. 4/10/7 Pending items for final inspection. 1) Remove concrete driveway in rear of property, driveway in violation of setbacks. 2) Pending uplift report for roof permit and final roof approval . 3) Driveway at frontof house to be cut back 5' from wall of house.CG 4/11/07 Final inspection not ready, pending: 1) Close up garage wall as shown on plans. 2)Install shutters in french doors in new construction, doors not impact resistant. 3) Do a revision of the plans to show kitchen door not removed and 2 french doors instead of 3 in the new construction. CG Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, April 11, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 04/11/2007 Inspector: Grande, Claudio -1411.0ne far NM TOW- MtkV, ViAL"."'"' cro • (63 Owner: SHAKIR, SHAHIDA eLla Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: HIGH POINT ROOFING CORP Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060131700 Lot: Building Department Comments FAMILY ROOM ADDITION 9 APR 1 2 2007 Passed , „ / . Inspect. r Comments f jil frtfrt ./ / Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid. until Tuesday, April 10, 2007 Page 1 of 2 4 -1 MW A -1 CONSULTING ENGINEERS, INC /A f 1 -1E7I/ 1 ROOF PROBLEMS ? ?? UPLIFT TEST EXPERTS ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOADTESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION r Owner's Name: / &kl• -• -5-7.ecl/ Permit #: O -i6- Job Address: /4,1 9V I-'g ia /Rae Roofing Contractor: ,e i r44'/ /'�e -r ,A,4 Type of Tile: ,r/17 ,7 ' /t" Date installed: Approximate Roof Height: /2 feet Roof Pitch: 3 1? Type of Access to Roof: eK Scaffolds Ladder Other Approximate Square Footage of Roof: /% ft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: 3 --.e, LOCATION UPLIFT PULL TEST 'EST LOCATION UPLIFT PULL TEST TEST LOCATOOB UPLIFT PULL TEST ST LOCATION UPLIFT PULL TEST ST LOCATI• UPLIFT PULL TEST ST LOCATION UPUFT PULL TEST 1 26 51 76 101 126 2 lar' -- % 52 77 102 127 3 28 53 78 103 128 4 29 54 79 104 129 5 30 55 , 80 105 0 6 31 56 106 131 7 32 57 82 83 107 108 109 S 132 133 8 33 58 9 34 59 84 134 10 35 60 85 1 135 11 36 61 86 ® 136 12 37 62 87 137 13 38 63 88 1 138 14 39 64 89 114 \ 139 15 40 65 90 115 140 16 41 66 •1 116 141 17 42 67 4 92 117 118 -_ , 142 18 43 68 93 143 19 44 69 94 119 6.44 1 20 45 70 95 120 21 46 7 96 121 146 22 47 72 97 122 147 23 48 73 98 123 148 24 49 74 99 124 149 25 / - 50 75 100 125 150 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUAL TY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIArIONS. THIS REPORT SUBMITTED „B Remberto Contrer P.E. # 21522 A -1 CONSULTIN GINEERS, INC. Lab. Certification # 01- 1224 -05 7274 S.W. 48th St, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: Cell (305) 609 -6388 • SPANISH: CeII (305) 498 -9804 A -1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING UP LIFT TEST EXPERTS Owner's Name: Job Address: /421 {,0 .Cf, 2 1. r e- Roofing Contractor. /1/4-16. -Y Alexi Rotor Type of Tie: p/iit 7;4—* Approximate Roof Height /Z feet Type of access to Root ti.? Scaffold Approximate Square Footage of Roof: /1 ft 2 Required Testing Force: 35 tbs Date Tested 5 --0P 't% 7 f. Permit it Ladder Date Installed: Roof Pitch: —ill- 0 Other Number of Tests: 7 SKETCH OF ROOF 4383 S.W. 70th Court • MIAMI, FL • 33155 TELEFAX: (305) 740 9550 DATE I \1 . 2..8 /� RECEIVED FROM v No. 2.Fpgt W (1 L REN ) T S OCASH FROM 0 e5CHECK °ORDER MONEY B ACCOUNT 2 X41, 4-S PAYMENT ?f 45 BAL. DUE 5 L-ATOOLLA RS to Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Flo da 33138 Tel: (305) 79D4 Fax: (305) 756 972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (cir e): Building Owner's Name (Fee Si ermit No. Permit No 53 Electrical Plumbing Mechanical Roofing r) 6,-/4//47 :DA S/ /f Phone# (14W= )7-55-' etirAt5 Owner's Address /e,2_92, A . a,..d: #%/A % s City "- ';14/17 i ' 5/ State r Zip 3 3,e Tenant/Lessee Name ,,-r.v a- Phone # (9'el? 7-S—Z ` 6 J Job Address (where the work is being done) /a 9 /VI' -4 •v- City Miami Shores Village County Miami -Dade Zip 3 , i3 e Is Building Historically Designated YES NO 7 && - /w.D. (136)2"S-139 QS Contractor's Company Name Prg-°' eg fi te=t .414411112401- `Phone # Contractor's Address J6 t I i de r s . C_ ,r rf-r c e...4- i ( rte C' City /7"..r V • ' State Zip 33 (3 6 Qualifier Ziprr-G e4. .rSe jrc? et,.t. -...� State Certificate or Registration No.C6. C. /X0'9. ? Certificate of Competency No. Architect/Engineer's Name (if applicable) Je4 lei y4 Phone # $ Value of Work For this Permit ,148/6/94' ` Square Footage Of Work: Type of Work: 0.e.ddition ['Alteration p� ❑New ❑ Repair/Replace ❑ Demolition Describe Work: V /;VC '9 A'h,4 45 '1 ** ************************Fees************* * * * * * * * * * * * ** * ** Submittal Fee $ "-My Permit Fee $ ! 6 CCF $ 7 C 80 CO /CC C) • Notary $ S • OC:) • Training/Education Fee $ • 6©• Technology Fee $ 32- • 2- Scanning $ 43C=.. CCD • Radon $ ) . 4S* . Zoning " ""' Bond $ `3•O • C Code Enforcement $ Structural Plan Review. $ 5e2 Cey - co, 7`/.6.70 °= Total Fee Now Due $ 10 (Continued on opposite side) S Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address 4, 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. Signatur Owner or Agent Signature Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of Jf ks 2 e _ ,/(,day of , 20 by w ., is perso j ly known tom e or who has produced /I- who is personally known to me or who has produced ®r,_. identification and who did take an oath. as identification and who did take an oath. NOTARY ' _': LIC: Si n: W.L 141 NOTARY PUBLIC: hell Commission #DD323870 My Commission Ex ires:0;;a ° "' ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Sign: , 2008 Print: Bonded'Fhru Atlantic Bonding Co., inc. My Commission Ex p ires: /r, Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 - Permit -No. Job Name 544-,71 P7 ELECTRICAL CRITIQUE SHEET X e c -red 4/%e Ned .rte jz. t °S ei.z- ®:4 ,d41-�-� ,2/ ovc,dz, 40t, e. Le, d JA �pG �/�i /� �� e e" e9'-de -_� Ae, y 'J Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. P5-- 4" Job Name 5/14 kjr /o2 q,6 Ng 2kve STRUCTURAL CRITIQUE SHEET )2 5-47/e5 />!OCk „ -'. 5laK e 6e/r eLe-A $/dam p /45 i of ,i-ei /orc,h 'i9 6a,) 0 ei'er 0 er course. IC) G -a-r 'e Rent r �- _ h 111 a 4 ai efve ir6 i 6r C /iI D .iI A a/ erLd c 2- x1i , a-s ,fed i C5 2 3/A -/F5 ? - I9 Me hanyers o 5--41,4,411/- pr-gdd Y � TAG Gi i/ Miami Shores Village Building D ep artment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Permit No. Job Name SHAK //Z 2 J'l key( ew /a z g o M 2m' 4- ooiiitui STRUCTURAL CRITIQUE SHEET d /2 A„ Ala /vg zw / re743 i /sr , V1 ,/ (C/ii /85) //4E- 6ZJ . L). m 0 - COMFY OR R SPOAID 0) Pro civi / e-ei- /4w) ar ' roz/e 5h ep dra w dnig 1-1-1-- 7/-e% s t 5 p) iz9r / suism69'fct/l C& G 51.1 -eL ps i- / da'v,& (cep' itYni- 19 ru33 dra , m s/ 5t1ae-d ' 5eaied cadfr n Clo k -t 9 rrai/- Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1ermifNo. giono 5-3 Job Name 1 " 2 96, / z' PLUMBING CRITIQUE SHEET 7 -I:, • t 5 177/ er /jf1- 72 C��i /O541 , MEMORANDUM DATE: September 23, 2005 TO: Planning and Zoning Board FROM: Al Berg, Planning and Zoning Director SUBJECT: PZ05- 0825 -11 Dr. Shahida and Mohammed Shakir 10290 N. E. 2 Avenue REQUEST The applicant is requesting site plan approval to enclose an existing 14' x 25' garage and connect the two buildings. The addition will become a new family room with a bath. The garage will remain as a garage. SITE ANALYSIS The property is located in a single family, R -17.5 District. The proposed family room addition will have to be raised to the minimum FEMA level and an elevation certificate will have to be provided. The proposed construction will incorporate two windows in the rear and French doors in the courtyard. However, there are no windows along the north elevation which would provide a break in the 30' wall. Staff proposes adding windows on the north side and a 5' landscape strip to provide a break between the driveway in front and the building (east side). There will be enough parking on the site as there is a double driveway in the front. STAFF RECOMMENDATION Staff recommends approving the application subject to 1. Completion of an elevation certificate. 2. 5' landscape strip in the front. 3. Windows on the north elevation. 1. Completion of a Declaration of Use for the game room. 2. Installation of a 5' landscape strip. 3. Re- study the north elevation for additional windows. September 15, 2005 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 Permit No: 05 663 Job Name: Addition for Shads Res. Page 1 of 2 Building Critique Sheet . Plans are to be reviewed and approved by HRS , DERM and Miami -Dade County for impact fees. 21 Address Planning and Zonings comments. ubmit permit applications for Electrical, Mechanical, Plumbing, Roofing, Septic Tank, and Hurricane Shutters. Addition is an increase of more tkan -- f floor area of the �q�aC� existing residence, per FBC 3401.8.2.3.1 the designer of record is Q'f+r �/ required to visit the site and submit a report indicating remedial f 0 it8 action to be taken from FBC 3401.8.2.3.1.1 thru 3401.8.2.3.7 on „br /a he permit documents. 4 Provide the correct Wind load design information on the plans as required by FBC 1606.1.7 and 1611. Provide rough openings dimensions for all windows and doors. mil. Provide size of new window to be installed in kitchen area in existing residence. ers Product Approvals. ill out the Product Approval Schedule /Comparison Chart with all the required information from the product approvals and ID all openings. (see attached form) Review is incomplete, because the plans are incomplete. When plans are corrected and resubmitted a complete review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305 - 795 -2204 ext. 430 t AA 3 trzaibLeitto viaz. ei (A, c.t,-S kic% 41S34-,6r0 JOZ 3 /6- ZY5 _d'?(5 JOB ADDRESS: ZONING CRITIQUE SHEET PERMIT # lo,y0 rk'r APPLICANT: APPLICATION: /-1,w/7/01(--/ set,tAfil DATE 0 5—elie (7,C 76 COMMENTS INITIALS 6/0 o 4--/C 11 6 r E-7-Q C.0 CC( /'& /1 ( r 66 7-(-) LI1-71/ . 1 , - , C-17 11-/egir iLi fOJL rely • / /e 7-cif7,-, (,( 5 -0 A-, df,e OAT:g kq 0dcUecI e(- 2C1 05- #2e-5-friettre ClaVetir --.0e-c-61/age nieecls- M 6c Noftkr76 PA RESTRICTIVE COVENANT DECLARATION OF USE MOM4MMAD k , 6€401445 PREPARED BY: £ 4,1 a" J /R� Q , DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned JIVAAC4%R's , s'?are the fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida: Lot(s) / ' # %L+ R- Block 45 of Aga ..f04 S'e c. 1 (Subdivision), A.K.A. (address) /Ca j0 ,2.41/D fAtlifisSiMAte according to the plat thereof as recorded in the Plat Book / d Page *PM of the Public Records of Miami -Dade County, Florida, and N,9dAMA1d.0 S. SVA.* iZ s4' Whereas, the undersigned owner(s) .S^A1A AfeeN4 swAd I - desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: 1. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That the use of the property or building will be as follows: Co•VriA/aa Pti aisir a ‘444-egf 3- SlegArgfr - a /144/ Tetra 4/' NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance of said Village then in effect. IN WITNESS WHEREOF, the undersigned has/have caused hand(s) and seal(s) to be affixed hereto on this day of .. 20 . WITNESS(ES) -S,S��,.� .� Signature and Print .4kV44-4114, SA-44W Signature and Print STATE OF FLORIDA): COUNTY OF MIAMI- DADE): � 'r : THEREBY CERTIFY that on this day personally appeared before me [ anfir d 410/4/400,40 s .S`/rt&/.i Signature and Print L 4V'DA 65'4X4 Signature and Print o is ersonall y known to me or has produced :TT) (type of identification) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, urposes there in expressed. SWORN TO AND SUBSCRIBED before amRfpn thi My commission expires - Commission 1 13,200 9�Eito a Horded] hp Atointii linntifilpCn_.Inc September 15, 2005 Coal \fci 10141a (3) 30(03-e wr 11. Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: 05 3 Job Name: Addition for Shads Res. Page 1 of 2 Building Critique Sheet 0 Plans are to be reviewed and approved by HRS , DERM and 9 Miami -Dade County for impact fees. Address Planning and Zonings comments.` / Submit permit applications for Elecfrica Mechanical, Plumbing, Roofing, SflttcXaa *, and Turricame ufter . /. a.rt pAr v.J t a 7:xr 4 C4.., Addition is an increase of more than 25% of floor area of the existing residence, per FBC 3401.8.2.3.1 the designer of record is required to visit the site and submit a report indicating remedial action to be taken from FBC 3401.8.2.3.1.1 thru 3401.8.2.3.7 on the permit documents. Provide the correct Wind load design information on the plans as required by FBC 1606.1.7 and 1611. Provide rough openings dimensions for all windows and doors. Provide size of new window to be installed in kitchen area in existing residence... C Pt___,41-e-4 s g 8 Provid s Product Approvals. C t t� 'T c� 1-.� -ts) �. Fill out the Product Approval Schedule /Comparison Chart with all the required information from the product approvals and ID all openings. (see attached form) % .p,L. A . Review is incomplete, because the plans are incomplete. When plans are corrected and resubmitted a complete review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande 305- - = 04 ext. 430 ,* - 0 wr7A twel;:o' it)-5 64).4fe, Property Information Map My Home Miami -Dade County, Florida Page 1 of 1 Property Information Map Digital Orthophotography - 2006 0 This map was created on 3/26/2007 9:57:07 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. 1oi 113 ft Summary Details: Folio No.: 11- 3206 - 013 -1700 Property: 10290 NE 2 AVE Mailing Address: MOHAMMAD S SHAKIR &W SHAHIDA F 10290 NE 2 AVE MIAMI SHORES FL 33138 -2348 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,085 Lot Size: 9,087 SQ FT Year Built: 1952 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10- 70 LOT 1 & LOT 2 LESS S1/2 BLK 13 LOT SIZE 69.900 X 130 OR 20843 -1177 11 2002 3 COC 23894 -4305 08 2005 5 Sale Information: Sale O /R: 21511 -3308 Sale Date: 7/2003 Sale Amount: $240,000 Assessment Information: Year: 2006 2005 Land Value: $245,817 $199,837 Building Value: $153,812 $150,964 Market Value: $399,629 $350,801 Assessed Value: $339,645 $350,801 Homestead $25,000 $25,000 Exemption: Total Exemptions: $25,000 $25,000 Taxable Value: $314,645 $325,801 http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 3/26/2007 Qs\ksw CuictOk cos � -tv 4§EE 4w kituo Arm, Miami Shores Village Building Department Required 53 CERTIFICATE OF COMPLETION CHECKLIST 5411 °B1 BUILDING PERMIT CARD - Containing final initials of all inspectors SURVEYS (2) FINAL AS BUILT - Required Items: Elevations of building showing all intended setbacks from property lines and other existing structures. Ingress + Egress required parking spaces, wheel stops, stripping, and all paving to exterior. CERTIFICATE OF ELEVATION - (sealed by surveyor) EXPIRATION DATE REQUIRED ON FORM CERTIFICATE OF INSULATION - (must be original) CERTIFICATE OF SOIL TREATMENT - (for termite - original) CHAPTER 2326.5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by the Florida Department of Agriculture and Consumer services." HEALTH DEPT. APPROVAL LETTER - (only if new septic was installed) Note: If ou.e has a septic tank, approval letter is required from the health dept. IFICATION LETTER FROM THE ENGINEER /ARCHITECT (on masonry, trusses, e, etc.) * PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO. Residential Addition Certificate of Completion fee is $50.00. Approved Date chc -8/ 17/05MV MIAMI SHORES VILLAGE Page 1 of 1 PZ05- 0825 -11 Mohamed Shakir (owner) 10290 NE 2 Ave ,2e6 Sec. 604: site plan approval - garage enclosure. Mr. Berg explained the basis of the request, the site conditions, and recommended tabling the application subject to completion of an elevation certificate, 5' landscape strip in the front, windows on the north elevation, and installation of 5' landscape strip; re -study the north elevation for additional windows and a Declaration of Use for the game room. Mr. Berg explained that the proposed family room addition will have to be raised to the minimum FEMA level and an elevation certificate will have to be provided. He stated that the construction will incorporate two windows in the rear and French doors in the courtyard. He also stated that there are no windows along the north elevation which would provide a break in the 30' wall. There will be enough parking on the property as there is a double driveway in the front. Mr. Dr. Shahida & Mohammed Shakir were present. The applicants are requesting site plan approval to enclose an existing 14'x25' garage and connect the two buildings. Mr. Shakir explained that the addition y room with bath and that the garage will remain as a garage. He also stated that he want to keep the wall due to loud noise on 103 st. Mr. Shakir explained that he contacted the Dept. of Transportation stated that zone x doesn't required flood elevation. Mr. Shakir withdrew the garage enclosure petition. Some of the Board members are concern about the 30' wall. Chairman Fernandez recommended having an architectural opinion for a design for the wall. After discussion from the Board, Mr. Abrimitis made a motion to table. Mr. Reese seconded. Motion passed 3 -1. Mr. Sastre voted no. http:// www. miamishoresvillage. com/ VillageBoards /P &ZB /09- 29- 05P &ZMIN.htm 3/27/2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/27/2007 Inspector: Grande, Claudio Owner: SHAKIR, SHAHIDA Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JB BUILDERS & CONTRACTORS INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Block: Phone Number Parcel Number 1132060131700 Lot: Phone: 786 -245 -2103 Building Department Comments FAMILY ROOM ADDITION AAR 2 9 20Q7 Passed Inspector Comments A/t C� ihiV &14/41-61/46' 4-V14-47(3 l".4—.e.-° il Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, March 27, 2007 Page 2 of 2 Inspection Date: 04/06/2007 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: SHAKIR, SHAHIDA Job Address: 10290 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JB BUILDERS & CONTRACTORS INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Block: Phone Number Parcel Number 1132060131700 Lot: Phone: 786 -245 -2103 Building Department Comments FAMILY ROOM ADDITION APR 0 6 2U? Passed Inspector Comments CREATED AS REINSPECTION 3/27/07 CG. " ; � � 0((_ FOR INSP -786. No access to home � � Acce'-o- th,,,p 2� 214 - Failed � Correction Needed Re- Inspection Fee M$7h) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, April 4, 2007 Page 1 of 2 TERMITE PRE -TREAT SPECIALISTS 1- 800 - DILIGENT FAX 800- 837 -8311 DiligentFL.com State License JB94495 Notice of Preventative Treatment for Termites (a requijed by Florida Building Code (FBC) 104.2.6, 1816 and Broward County Chapter FBC 105.2.2) Service Date Lot Iii Block Time \ `p 7T l_ \ Builder Section Shell Subcontractor -- Development Name /Project • Treatment Type /Area Structure Address 10' D-10 Floating ❑ Monolithic ❑ Patio ❑ • J City V\ ri k Cnty 'V At Garage ❑ riveway ❑ Stem Wall ❑ Owner Addition Cutouts ❑ Footers ❑ Notes Front Entry ❑ Other Treatment/Product Detail Tamp & Treat ❑ Treat Only Treatment T Initial Under Slab ❑ Retreat ❑ Final Product: Probuild TC I• Dragnet ❑ Demon TC ❑ Termidor TC ❑ Other ❑ Concentration: .25% ❑ .5% ❑ 1.0% ❑ Other Gallons Applied: j Square Footage: !'' ~ Linear Footage: As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: This building has been treated in accordance with the rules and laws es -. blished by the Florida Department of Agriculture and Consumer Services. Further, the treatment complies with the Florida Building ode. �`�� I ti i a ► l ► ; or// If this notice is for the final exterior treatment, initial and date this line L �' .'Rp 6R Q; - Applicator Date 4 t `'� L Y 4 — y e, II rpm Customer Signature .: :, 3100 Northwest Boca Raton Boulevard Suite 106 • Boca Raton, FL 33431 • 800- 487 -8190 • Toll Free 1- 800- DILIGEI�i�jfel($0@�SYI- ��4 k ® lL`�`1 ® if', ttii ' NAHB ALUMINUM WORLD, INC 4401 E 10 AVE HIALEAH, FLORIDA 33013 PHONE (305) 825 -1355 / FAX (305) 825 -1356 SHUTTERS PRODUCT APPROVAL AUTHORIZATION FORM DATE MUNICIPALITY /0290 NE p.411)-C, JOB ADDRESS 1,i a► 402.av 33/3g, x'-653 We are the Miami -Dade County Notice of Acceptance Holder for the "ASSA/BERTHA HV ACCORDION SHUTTER SYSTEM (COMBO) "UNDER NOA 08- 0310.07 This letter authorizes to use our "ASSA/BERTHA HV ACCORDION SHUTTER SYSTEM (COMBO)" UNDER NOA 08- 0310.07 at the above reference address. Sincerely Francisco Rosado Aluminum World Inc 1) This form must accompany the application for building permit and shall become part of the permit document 2) The authorized signature must bear the raised corporate seal of the company holding the Miami -Dade County Notice of Acceptance BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Aluminum World, Inc. 4401 East 10th Avenue Hialeah, Florida 33013 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.buildinacodeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " Bertha HV Combo " Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 07 -062, titled " Bertha HV Accordion Shutter System ", sheets 1 through 26 of 26, prepared by Tilteco, Inc., dated March 31, 2007, signed and sealed by Walter A. Tillit Jr., P.E. on April 03, 2007, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the Expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07- 0424.01 and consists of this page 1, evidence submitted pages E -1, E -2 & E -3 and approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. - NOA No. 08- 0310.07 Expiration Date: 05/10/2013 041/ 7/2-o og Approval Date: 04/17/2008 Page 1 Aluminum World, Inc.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0327.06 A. DRAWINGS 1. Drawing No. 00 -58, prepared by Tilteco Inc., titled "ASSA / Economy Accordion Shutter", dated February 24, 2000, sheets 1 through 9 of 9, signed and sealed by Walter A. Tillit, Jr., P.E. on February 24, 2000. B. TESTS 1. See Association's generic approval under 96 -0091. C. CALCULATIONS 1. See Association's generic approval under 96 -0091. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 96 -0091. E. STATEMENTS 1. Release letter issued by the American Shutter Systems Association, Inc., dated February 21, 2000, certifying this product to meet the criteria of product tested and approved, and allowing Aluminum World, Inc. to use the test results approved under Dade County Approval No. 96 -0091, signed by Mr. Trudy Midkiff. 2. Acknowledgment letter by Aluminum World, Inc., dated March 18, 2000, signed by Mr. Francisco Rosado. 3. Letter by Tilteco Inc., dated March 8, 2000, certing that the drawing (No. 00 -58) prepared for Aluminum World, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 95 -62A). 4. Acceptance Letter issued to .Mr. Francisco Rosado on May 9, 2000 and .returned signed by Mr. Francisco Rosado on May 10, 2000, indicating to please issue the proposed Notice ofAcceptanc -as submitted and reviewed. 2. . EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03- 0423.01 A. ` DRAWINGS 1. Drawing No. 03 -087, titled "ASSA /Economy Accordion Shutter ", sheets 1 through 9 of 9, prepared by Tilteco, Inc., dated April 21, 2003, last revision #1 dated April 21, 2003 signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS 1. See Association's generic approval under 03 -0112. C. CALCULATIONS 1. See Association's generic approval under 03 -0112. elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 0310.07 Expiration Date: 05/10/2013 Approval Date: 04/17/2008 E -1 Aluminum World Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 03 -0112. E. STATEMENTS 1. Letter issued by Mr. Walter A. Tillit, Jr., P.E., dated April 18, 2003, indicating that the only change is update General Note numbers 1 & 11 to reference the Florida Building Code and ASCE 7 -98. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 0817.08 A. DRAWINGS: 1. `''Dratil'ing:No. 05 -234, titled "ASSA /Mid -Rise Bertha Accordion Shutter ". shee 1 througf9 of 9, and sheet 114 of 9, prepared by Tileco, Inc., dated August 08, 2005, last revision #1 dated August 08, 2005,. signed and sealed by Walter A: Tillit Jr., P.E. B. TESTS: 1. See Association's generic approval under 05 -0236. C. CALCULATIONS: 1. See Association's generic approval under 05 -0236. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 05 -0236. F. STATEMENTS 1. Letter from Tilteco, Inc., dated August 10, 2005, signed and sealed by Walter A. Tillit Jr., P.E., certifying that the drawing (No. OS -234) prepared fin- Aluminum World, Inc., signed and sealed by Walter A. Tillit, J, -., P.E., is engineering wise identical to ASSA's generic drawing (No. 05 -139). • 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07- 0424.01 A. DRAWINGS: 1. Drawing No. 07 -062, titled "Bertha HVAccordion Shutter System", sheets 1 through 26 of 26, prepared by Tilteco, Inc., dated March 31, 2007, sighed and sealed by Walter A. Tillit Jr., P.E. on April 03, 2007. B. TESTS: 1. See Association's generic approval under 06 -0130. E -2 elmy A. Makar, P.E., M. Product Control Examine NOA No. 08- 0310.0 Expiration Date: 05/10/201 Approval Date: 04/17/200 AIunuihum World. Inc NOTICE OF ACCEP CE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. See Association's generic approval under 06 -0130. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: I. See Association's generic approval under 06 -0130. F. STATEMENTS 1. Release letter issued by the American Shutter Systems Association, Inc :, dated March 23, 2007, certing this product to meet the criteria of produdt tested and approved, and allowing Aluminum World, Inc. to use the test results 'rproved under Dade County Approval No. 06 -0130, signed by Ms. Legny Santana. 2. Acknowledgment letter by Aluminum World, Inc., dated March 21, 2007, signed by Mr. Francisco Rosado. 3. Letter by Tilteco Inc., dated April 03, 2007, certi&ing that the drawing (No. 07 -062) prepared for Aluminum World, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA 's generic drawing (No. 05-363). 5. NEW EVIDENCE SUBMITTED A. DRAWINGS: 1. None. B. TESTS: 1. See Association's generic approval under 06 -0130. C. CALCULATIONS: 1. See Association's generic approval under 06 -0130. D. . QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. MATERIAL CERTIFICATION: 1. See Association's generic approval under 06-013D. F. STATEMENTS I. Letter- by Tilteco Inc., dated March 09, 2008, certifying that Tilteco, Inc. is still the engineer of record for this product, and continues to be in the engineering business. E -3 elq'ny A. Makar, P.E., A.S. Product Control Examiner NOA No. 08- 0310.07 Expiration Date: 05/10/2013 Approval Date: 04/17/2008 GENERAL "NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED: FOR COMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE WITH THE 2005 SUPPLEMENTS. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D. AS TESTED, WERE NOT OVERSTRESSED, A 33Z- INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS y.QI USED IN THEIR ANALYSIS. BERTHA H.Y. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE -MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: —HV BLADE © #0214.01 -03, #0715.01 -03, #1004.01 -05, #1214.01 -05 AND 0317.02 -06 AS PER TAS -201, TAS -202 AND TAS -203 PROTOCOLS, —HV BLADE © #0422.01 -05 AS PER TAS -201, TAS -202 .AND TAS -203 PROTOCOLS. 2. HV BLADE © AND HV BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4. EACH WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH SECTION 6, OF ASCE 7 -02 STANDARD. ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE CORRESPONDING WIND ZONE. THIS SHALL INCLUDE REQUIREMENTS FOR MIN. SEPARATION • TO GLASS. DEUMITATION OF WIND ZONES 4 AND 5 AS WELL AS VAUDITY OF COMPONENTS FOR HV BLADE 1 & 2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND ASCE 7 -02 STANDARD, AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14X2.75 AND # 14X1.75 RESPECTIVELY, 410 -HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 .ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM - EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063 -T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR 6005 -T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN .50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH. 6. BOLTS TO BE ASTM A -307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE D : 13,14,15,16 AND 17 HV BLADE © : 26. 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT #5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL /CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND /RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNERb TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER'S MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: ALUMINUM WORLD, INC. HIALEAH, FL. MLAMI —DADE COUNTY .PRODUCT CONTROL APPROVED. 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE /SHE DOES NOT: DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR "ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER T-0 THE P.A.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.. (e) THIS PA.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. th:; F(c rida Ce. e 1•:o AREA 1: HV BLADES Cf) & a GENERAL NOTES. SYSTEM COMPONENTS. SYSTEM COMPONENTS. TYPICAL SHUTTER ASSEMBLY. 1 -20 21 -37 38 -43 AREA _2: HV BLADE M ONLY TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. INSTALLATION DETAILS A -E - CONCRETE & BLOCK . INSTALATION DETAILS F- L- CONCRETE & BLOCK. CENTERMATE DETAILS HV. CENTERMATE ALTERNATING DETAILS HV. CENTERMATE DETAILS HD. END CONNECTION DETAILS 1 -6- CONCRETE & BLOCK MAXIMUM SPAN TABLES. ANCHOR SCHEDULE- CONCRETE & BLOCK. ANCHOR SCHEDULE- CONCRETE & BLOCK. ANCHOR SCHEDULE- CONCRETE & BLOCK. ANCHOR SCHEDULE- WOOD. ANCHOR SCHEDULE- WOOD. INSTALLATION DETAILS M- R -W000. INSTALATION DETAILS S -X -WOOD. END CONNECTION DETAILS 7 -12, X. AREA 3: HV BLADE Q ONLY TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. INSTALLATION DETAILS M—GG. CENTERMATE DETAILS HD. END CONNECTION DETAILS 1 -6, X. MAXIMUM SPAN TABLES. ANCHOR SCHEDULE CONCRETE. SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 1{3 SHEET 11 SHEET 121 SHEET 13 SHEET 14 SHEET 15 SHEET 16 SHEET 17 SHEET 18 SHEET 19 SHEET 20 SHEET 21 SHEET 22 SHEET 23 SHEET 24 SHEET 25 SHEET 26 F.B.C.(High Velocity Hurricane Zone c� P!•34cct Control Of MIAMI —DADE COUNTY (Th 4P,'i i6 S [Ifr.O P.E: SEAL /SIGNATURE /DATE /11UEN\ TIL.LIT TESTING & ENGINEERING COMPANY 63 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 hone : (305)871 -1530 . Fax : (305)871 -1531 e -moil: tilteco®aol.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lic. # 44167 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System REV. No 1 2 3 4 5 DESCRIPTION DATE Drawn by: F.P. DATE: 03/31/07 DRAWING No 07-062 SHEET 1 OF 26 1C HV BLADE COVERED UNDER US PATENT # 5458179 6063 -T6- ALLOY AND TEMPER 3.556" .670" 2.226" O �f CD 0.072" 3.226" 0.072" 6®V ADJ. -FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE I0 &20. 6063 -T6 ALLOY AND TEMPER 11 HV CEILING HEADER Q LIFIED FOR USE w/ HV BLADE( SEE SECTIONS FOR VALIDITY. 6063 -T6 ALLOY AND TEMPER X Y t 1" 1" 0.062" 1" 2" 0.062" 2" 2" 0.062" 2" 3" 0.062" 2" 4" 0.062" 2" 5" 0.062" 16 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE 0 & 20 6063 -T6 ALLOY AND TEMPER ONLY, U HV BLADE COVERED UNDER US PATENT # 5458179 6005 -T5 ALLOY AND TEMPER CO CO 3.226" 1.500" .085" (TYP.) 4.897" HV ADJ. ADAPTER W /LIP QUALIFIED FOR USE W/ HV BLADE 10 & 2Q 6063 -T6 ALLOY AND TEMPER 0 VARIES - 1" 1.915" .100" 0 CO .060 3 _08" o X20 3.520" 670 .083" 0 .060" • 12 HV HEADER /SILL QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063 -T6 ALLOY AND TEMPER _125" 0 0 0 CV TYP. VARIES FROM 2.000" TO 5.000" 17 B.O. WALL ANGLE QUALIFIED FOR USE W/ HV BLADE 01 ONLY. 6063 -T6 ALLOY AND TEMPER (3�HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE 1C & 02 6005 -T5 ALLOY AND TEMPER ®HV WALK -OVER TRACK QUALIFIED FO USE W/ HV BLADE &Q 6063 -T6 ALLOY AND TEMPER M 0 1.936" .093" 670" .093" 00 o S r \t'i 3.529" HD CEILING HEADER /SILL QUALIFIED FOR. USE W/ HV BLADE 10 SEE SECTIONS FOR VALIDITY. 6063 -T6 ALLOY AND TEMPER .192" 0 0 O VARIES FROM 2.000" TO 5.000" 18 B.O. WALL ANGLE QUALIFIED FOR USE W/ HV BLADE 20 6063 -T6 ALLOY AND TEMPER O 0 N ®HV DIRECT MOUNT QUALIFIED FOR USE W/ HV BLADE 10 & -TEMPER 6063 -T6 ALLOY AND -TEMPER 994" 1 � - 2 ■ 2.670" 67. 1.000" 920 HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE 02 ONLY. 6063 -T6 ALLOY AND TEMPER VARIES 1.936" w rn .125" 2" Max. N N m .093" .093" 0 CO O J N CO M 1670" (o �¢„ 3.529" HD WALL HEADER /SILL QUALIFIED FOR USE W/ HV BLADE 0 ONLY. 6063 -T6 ALLOY AND TEMPER 0.190" TYP. 7.000" 7" H.O. WALL ANGLE QUALIFIED FOR USE W/ HV BLADE 10 ONLY. 6063 -T6 ALLOY AND TEMPER rRODUCf S"..ENEWE : sew. °;x: =arts tiu:P;';a :.oIS- OS/ 0.07 • Oj ir: �.?, P:oa ;ct Lc.nbc1 MIAMI -DADE COUNTY D 200: P.E: SEAL /SIGNATURE /DATE /1iTEN\C. TILLIT TESTING & ENGINEERING COMPANY. N.W. 36th. St., Sta. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tiltecoCaol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 N O 1.491" 1.200" \,Xti 05 HV. 90'/180' STARTER QUALIFIED FOR USE W/ HV BLADE 0 & (2� 6063 -T6 ALLOY AND TEMPER 373 1 .124= -- •- m m 0 01 { _( Ler 0 N 1.375" •-255" 3.750" HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE 1 & 2. 6063 -T6 ALLOY AND TEMPER 2.035" 145" .140", iv O 00 0 O st 1630' 2.0 3.581" 15 SHD CEILING HEADER /SILL QUALIFIED FOR USE W/ HV BLADE & 2O 6063 -T6 ALLOY AND TEMPEP. X Y t 2" 2" 0.125" 3" 3" 0.090" 14 ) CORNER POSTS QUALIFIED FOR USE W/ HV BLADE O & 20 6063 -T6 ALLOY AND TEMPER F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 BERTHA HV TM Accordion Shutter System REV. No DESCRIPTION DATE Drown by: F.P. DATE: 03/31/07 2 3 4 DRAWING No • 07 -062 s 6 SHEET 2 OF 26 HV CENTERMATE QUALIFIED FOR USE W/ HV BLADE (1)ONLY 6063 —T6 ALLOY AND TEMPER 1. 2.750' FRONT ELEVATION LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 10 ONLY 6063 —T6 ALLOY AND TEMPER 1.917 31 HD CENTERMATE W/ NO LOCKING ROD QUALIFIED FOR USE W/ HV BLADE 10& 20 _. 6063 —T6 ALLOY AND TEMPER VARIES, 12" MIN. 1/4" 0 -20 S.S. OR 3/8 "0 -16 ACETAL THUMBSCREWS. (SEE DETAILS) 0 irl LOCKING ROD QUALIFIED FOR USE W/ HV BLADE @ & 6063 —T6 ALLOY AND TEMPER 22 HV FLOATING CENTERMATE Q J LIFIED FOR USE W/ HV BLADE 0 ONLY 6063 —T6 ALLOY AND TEMPER !.: •.) i i i +.` y'1SErtl ::. °•;..;f =::; 2.874" HV MALE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 10ONLY 6063 —T6 ALLOY AND TEMPER HD CENTERMA i 4 W/ LOCKING ROD QUALIFIED FOR USE W/ HV BLADE 01 & 02 6063 —T6 ALLOY AND TEMPER HV 3/8 "g -16 ACETAL THUMBSCREWS ' QUALIFIED FOR USE W/ HV BLADE Q& 929" 6.334" 1/4' -20 THREADED DIE CAST HOUSING ENAMEL BAKED PAiN1EO OP 0 h4) 3023" 1.325" 23 HV CORNER CENTERMATE Q ALIFIED FOR USE W/ HV BLADE ONLY 6063 —T6 ALLOY AND TEMPER HV FEMALE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE ONLY 6063 —T6 ALLOY AND TEMPE .432 �3 HIS CENTEk HTE.S 'N m- ,QUALIFIED FOR USE W/ HV BLADE V & ZO 6063 —T6 ALLOY AND TEMPER ±1/2" 44 1 /4 "0 HV 1/4" g -20 AISI 304 VERIES S.S. THUMBSCREW QUALIFIED FOR USE W/ HV BLADE 1 & BRASS CYUNDER & KEYS (CHROME PLATED) HV LOCK QUALIFIED FOR USE W/ HV BLADE 0 ONLY. PLASTIC HEAD MOLDED TO SCREW ® HV "T" LOCK QUALIFIED FOR USE • W /HV BLADE 0 ONLY. .= .... } .os— 030.07 ;1.16-the Florida :i. O +1` i. c• 48-- s s r:it'� ci Control MIAMI -DADE COUNTY P.E: SEAL /SIGNATURE /DATE /i1tr\ TILUT TESTING & ENGINEERING COMPANY X6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —moil: tiltecoGcol.com ER- 0006719 WALTER A TWIT Jr. P. E. FLORIDA Lie. # 44167 tri 1/4"-20 THREADED w M DIE CAST HOUSING ENAMEL BAKED PAINTED GRESS TURN KNOB. BRASS CYUNDER (CHROME PLATED) QHV EGRESS LOCK UALIFIED FOR USE W/ HV BLADE 0 ONLY. 360" AFTER RIVETING 1 /4 "x--20 x 3/4" BEFORE RIVETING S.S. THUMBSCREW 1 /4"g--20 20 RIVNUT* SERIES 9444 ALUMINUM (2024 —T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY. NEW JERSEY 07054 OR EQUAL. ® HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE 10 ONLY. 5 HD LOCK THUMBTURN CYLINDER OR KEY CYUNDER n P75' 1 .125" Max. THUMBTURN CYLINDER OR KEY CYUNDER BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE 0 & 0 F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. -HiALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 BERTHA HVTM Accordion Shutter System REV. No DESCRIPTION DATE Drawn by F.P. DATE: 03/31/07 2 3 4 DRAWING No 07-062 5 SHEET 3 OF 26 M td 1 .545" •I o 2 CV o W to 0 O (eI a Allis Illir �� [1O O 804" — HD LOCK THUMBTURN CYLINDER OR KEY CYUNDER n P75' 1 .125" Max. THUMBTURN CYLINDER OR KEY CYUNDER BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE 0 & 0 F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. -HiALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 BERTHA HVTM Accordion Shutter System REV. No DESCRIPTION DATE Drawn by F.P. DATE: 03/31/07 2 3 4 DRAWING No 07-062 5 SHEET 3 OF 26 SHUTTER ASSEMBLY SCHEDULE FOR HV AND HV n BLADES. O HV BLADE 1 • HV BLADE 2 38 HV LONG RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING • 40 HV NYLON HAT WASHER 41 HV WHEEL CARRIAGE AISI 302 -303 SERIES 0.870 "x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS 4@ • HV 1 3/4" ACCORDION PIN W/ #8 HEAD * 4©3 HV 2 3/4" ACCORDION. PIN W/ #8 HEAD * * jV PIN R OUIREMENTS AT EXTERIOR BLADE KNUCKLE EQ8 HV 1 do HV(2) BLADES. (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 BLADE. (2) HV PIN 0 MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC" AND "DD ", SHEET 22 OF 26. (3) HV PIN © OR © W/ 1/2" O.D. .1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEETS 11 & 24 OF 26_ EXTERIOR IL (SEE NOTE FOR REQUIREMENTS) . TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" WHEEL CARRIAGE DETAIL N.T.S. 1Q or C) or © ASSEMBLY LAYOUT N.T.S. EXTERIOR HV PIN © OR 43 AT EXTERIOR BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) F. B.C.(High Velocity Hurricane Zone) PRODUCT ftENI:WE i sa .�.:T.� . J-) • =k° 0310'0 7 s�l_ o Z2o13 La=~[ nrida T j ..;-: c -t ContrOt O/ MIAMI -DADE COUNTY . 0 C.,° P.E. SEAL /SIGNATURE /DATE ETC)-71 \TILUT TESTING & ENGINEERING COMPANY 635 .W. 36th. St., Ste. 305, VIRGINIA GARDENS. FLORIDA 331 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: ti!teco®aoLcom EB- 0006719 WALTER A T1LUT Jr. P. E. FLORIDA Lic. 44167 66 © 2003 EASTERN METAL SUPPLY, INC. ALUMINUM WORLD, INC_ (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 BERTHA HV TM Accordion Shutter System REV. No 1 DESCRIPTION DATE Drawn by: F.P. DATE: 03/31/07 2 3 4 DRAWING No 07-062 5 SHEET 4 OF 26 3� 5 (> 0> 0> Co. (431 �i[ID—ilyF H Ham_ SEE END CONNECTION DETAILS ON SHEET 11 TYP. FULL HEIGHT. TYPICAL UNLIMITED WIDTH ORQOR /0+ OOR 1 3 OR 0°R OR OR ® +® + 17 OR ® +07 + 18 OR �+ ®OR ©+ ®0R ®+ OR ® + ®OR 19 +13 OR 19 +1® HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE * NOTES ON- HV LOCKS AND CENTERMATES: 1. MANDATORY CONDITION #1: ONE HV LOCK ® or ® SHAH BE USED AT 1/2 OF SHUTTER. SPAN FOR ANY SPAN OR 12" ABOVE OR BE OW 2 OF SHUTTER SPAN FOR- SPANS UP -TO 105 ", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or 0 MAY BE USED AS AN INSIDE OR -OUTSIDE LOCK, ATTACHED "T'0 j OR 0 CENTERMATES W /(2) 1/4 "0 -20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2 AI • .:61: •:Q 410011•• , :. 1 :•■1 • .,:►•• •: S•• 1•• .' &■ . • _ ■ •: FLOOR/CEILING I STALL4TIONS. T110 HV LOCKS T! -OR OZ OR_ONE HV LOCK 4 OR ` W/ TWO LOCKING RODS AT TOP & BOTTOM SHALL BE SED FIR ANY SPAN AND INS ALLATIO AT ANY ELEVATION. HV LOCK ® OR ® SHALL BE ATTACHED TO ® OR CENTERMATES W/ SAW(E SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK /LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. 3. OPTI L ONDMOkl #1: IF DESIRED, FOR BEI l LR PERFORMANCE OR FOR - SECURITY PURPOSES, OP TO TWO HV LOCKS 'E9' • OR j9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 21 OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. OPTIONAL CONDITION #2 (VALID ONLY WHEN ..:. •. •:a CONDI1ON #1 OR LIMITED MANDATORY CONDITION #2 IS USED WJTWO H.V. LOCKS); LOCKING RODS sa ARE NOT REQUIRED AT HURRICANE. POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO"MANCE. LOCKING RODS ® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). .5. MANDATORY CONDITION #2; ONE HV LOCK ® ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 or ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 1T CORNER CENTERMATE W /(2) 1/4 0 -20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS ® AT TOP & BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 6. 2 :1 • 1 :.:1 • ,,:••: •3 •■•110. .' •. • •• •: •k • 4; . 1/..,411: . ►lt :..: 4) •: el', • ONE ALTERNATE HV LOCK PZ,0 MAY BE USED IN LIEU OF HV LOCK i or +' FOR ANY SPAN AND INSTA LATIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4 "0- 20x3/4" S.S. THUMBSCREW TO OR © CENTERMATES SHALL BE MADE W/ 1/4 "0- 20x3/4" ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES ON HV "T" LOCKS AND CENTERMATES; 1. SECOND ALTERNATE TO MANDATORY CONDITION #1 VALID ONLY FOR HV or LOCK 0 . AND CENTERMATES 0 AND , ONE ALTERNATE HV "T" LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS ® OR ® FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. ALT RNATE LOCK ifa MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES 0 AND ®9 W/ 1/4 "0 -20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8 "0 x 3/32" WINGNUT OR W/ 1/4 "0- 20x1" S.S.M.S. INTO A 1/4 "0x 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: 1. . • •i c;! . • .11 :.... 4) • : 'C • F ` • ONE ALTERNATE HD LOCK 3 MAYBE USED IN LIEU OF HV LOCKS 2® OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE USED AS AN INSIDE OR OUTSID LOCK. ATTACHMENT OF HD LOCK ® TO ® IS W/ 3 #8 x 3/8" F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT 3j3 AS SHOWN ON SECTIONS HDB -HVB AND HDC -HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS © IS COMPLETELY OPTIONAL. F.B.C.(High Velocity Hurricane Zone) PRODUCT Ktr.NEWE Lat 11'+.1.9[ <7...::::..:, . O � Io�G7 Q.�Zol3 • to 02_ MIAMI —DADE COUNTY /1itE6NC.\ TESTING & ENGINEERING COMPANY 6 5 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871-1531 5)871 -1531 API"; l 20[1? {1 1.com - 0006719 WALTER A. 11LLIT Jr. P. E. FLORIDA Uc. 1 44167 P.E: SEAL /SIGNATURE /DATE © 2003 EASTERN METAL SUPPLY, INC. ALUMINUM WORLD, INC., (AssA # 167) , 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 BERTHA HV' Accordion Shutter System REV. No DESCRIPTION DATE 2 3 4 5 6 Drawn by F.F. DATE: 03/31/07 DRAWING No 07 -062 SHEET 5 OF 26 POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET. 13) 1" Min. EQ-- 1/4 "0- 20x3/4" S.S. MACHINE SCREWS USING 1/4 " -20 NUTS ® 12" 0.C. E. D.* .257" Max. E. D.* EXISTING —1 GLASS —, MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 0 HV WALL HEADER INSTALLATION EXISTING GLASS --I MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) II I II I!I III 1 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) 0 HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: 1— .SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. EXISTING GLASS—, EXISTING 1 GLASS --1 MIN. SEPARATION TO GLASS 1 (SEE SCHEDULE ON I SHEET 12) OPTIONAL MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) B® HV WALL HEADER INSTALLATION z— OPTIONAL H- -r , A POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED * E. D. = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 14) —EQ 00R0 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) EQ- 1" Min. 1/4" Max. R 15 1/4"0-20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS USING 1/4 " -20 NUTS ® 12" O.C. 0 HV WALL SILL INSTALLATION POURED CONCRETE OR CONCRETE BLOCK REQUIRED D. CONCRETE ANCHORS (SEE SCHEDULE ON SHEEP ,13) N OPTIONAL EXISTING i GLASS EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1/4 "0- 20x3/4" S :S MACHINE SCREWS W/ 1/4 " -20 NUTS 0 12" 0.C. 1" Min. EQ EQ 700Holk i3 OR 15 .257" n I1 I 1 , 1' HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) OPTIONAL I 6 (1, A t Max. 1/4" Max. EQ POURED CONCRETE OR CONCRETE BLOCK REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) Min. 1/4"0-20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS W/ 1/4 " -20 NUTS 0 12" O.C. J HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ (17 HV BLADE F.B.C.(High Velocity Hurricane Zone) p1 ucr PS.NE C •I'',.'D rs rat 98- 03Lo -o7 AS-/I-P72,42 t 3 o2--eit 61 14 0 MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE IILIECOINC.\ TILLIT TESTING & ENGINEERING COMPANY. 55 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871 -1530 . Fox : (305)871 -1531 e —mail: tilteco @ool.com E8- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lie. # 44167 © 2003 EASTERN METAL SUPPLY, INC. ALUMINUM WORLD, I N C. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 BERTHA NV' Accordion Shutter System REV. No DESCRIPTION DATE 2 3 4 Drawn by: F.P. DATE: 03/31/07 DRAWING No 07 -062 5 6 SHEET 6 OF 26 • POURED CONCRETE REQUIRED CONCRETE. ANCHORS (SEE SCHEDULE ON SHEET 14) EDGE OF SLAB IF APPUCABLE EXISTING GLASS --4 MIN. SEPARATION TO CUSS T--(SEE SCHEDULE ON SHEET 12) © HV CEILING INSTALLATION MIN. SEPARATION #14x3/4" HEX HEAD TEK SCREWS 0 9" O.C. OR 1/4"0-20 S.S. M.S. W/ NUT 0 9 " 0.C. i CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) JI i ✓�/ A.( 1 7/8/ I I OPTIONAL POURED CONCRETE REQUIRED JO HV RAINGUARD INSTALLATION t E e APIVANIIMIS NOTE FOR COMBINATION OF SECTIONS: 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. EDGE OF SLAB IF APPUCABLE EXISTING GLASS ALTERNATE ANCHOR LOCATION #10x3/4" HEX WASHER HEAD TEK SCREWS 0 12" 0.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) EDGE OF SLAB IF APPLICABLE POURED CONCRETE REQUIRED HV FLOOR INSTALLATION t TL A ice-r EDGE OF SLAB IF APPUCABLE • EXISTING GI• �— GLASS ---1 I MIN. SEPARATION Ta cuss 1-1SEE . SHSCHEDULE ET 1 ON 2) EXISTING GLASS --a IA A W E. D.* POURED CONCR REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) �I HV WALK -O'/ER INSTALLATION EDGE OF SLAB IF APPUCABLE CONCRETE ANC' (SEE SCHFF E ON SHEET 5) TO GLASS —(SEE SCHEDULE ON SHEET '12) MIN. SEPARATION TO GLASS 1- -(SEE SCHEDULE 0 SHEET 12) i i ,u MAX. 3 8 MIN. pnl #10x3/4" HEX WASHER HEAD TEK SCREWS 12" 0.C. #14x3/4" S.D.S. ®9 "O.C. 3/8 MI 17 oR 18 1/2" 17 R1$ CONCRETE ANCHORS POURED CONCRETE, (SEE SCHEDULE ON OR CONCRETE BLOCK SHEET 15) REQUIRED (K HV WALL FLOOR INSTALLATION * E. D. = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 14) Q THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT" T OR ENTRANCE POURED CONCRETE OR CONCRETE BLOCK REQUIRED © HV WALL WALK -OVER INSTALLATION #14x3/4" F.H. S.D.S. 0 9" 0.C. SEE NOTE 13(b) ON SHEET 1 1 /4 "J Max. INSTALLATION DETAILS W/ � HV BLADE F.B.C. (High Velocity Hurricane Zone) PROSUCI RENEWED as 08 3L o7 f: ^ice .,.•i t, 1. r-b ida To ,0i MIAMI —DADE COUNTY APR 0 << 2007 P.E. SEAL /SIGNATURE /DATE /iitii8.\ TILLIT TESTING & ENGINEERING COMPANY. '6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS. FLORIDA 331 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tiiteco ®ool.com EB- 0006719 WALTER A 11UJT Jr. P. E. FLORIDA Lic. # 44167 66 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY, INC. BERTHA .HV TM Accordion Shutter System REV. No 1 2 3 4 5 .6 DESCRIPTION DATE Drown by: F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 7 OF 26 SEE END WALL CONNECTI0 DETAILS ON SH_EETS 11 & 20 •[—OUT 90' -I-N EXISTING GLASS ©OR O OR ®+ 0 O ®OR 1 O + 0 OR + 15 OR© +( oR © +r oR EXISTING GLASS © +® +©OR ®% +0% + 180R INSTALLATIONS W/ U -HV BLADE W/ 1-1/ CENTERMATES } OR- SEE NOTES ON LOCKING RODS , HV LOCKS or AND ALTERNATE HV LOCK 6 ON SHEET 5. * * BLADE SLACK DETAIL HVF IS VALID FOR ALL CENTERMATES APPUCATION WITH BLADE() 2 "x2 "x1 /8 "x0' -2 (6063 —T6 ALLOY) ALUM. ANGLE W /(2) 1/4"0 TAPCON ANCHORS TO CONCRETE (TOP /BOTTOM) & " -S.M.S. (4) #COAT /EA H ANGLE (1YP) EXISTING GLASS SEE END WALL CONNECTION 0 (1`]J1 orT -- ! 3 1/4" 7" 6 1/2" 7" 0+00R @+QOR 19+x/ 1/2" #10x3/4" S.M.S. ® 12" O.C. FULL LENGHT. OPPOSING CENTERMATES W/ HV LOCK or IN SYMMETRYCAL CENTERMATES W/ HV LOCK 3 or f MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) N 1/2 \ 0 - / ©OR ®OR®+ /0 OR0OR1()� + 3 OR 1 Q + j rj OR © (1 OR t + 11 JI OR ® +O ©M��..©/\ + ® is CI GM 41 .SI + 11 i"S1ORO + t1 / 1 oR +�$ °R 0+0°R0+0 VEX! STING GLASS 0 MIN. SEPARATIO TO GLASS (SEE SCHEDULE 0\ SHEET 12) L� O HVA IN OPTIONAL ( INTERIQR) UT HVD OUT (EXTERIOR) SYMME CENTE W H LOCKS OPTIONAL (INTERIOR) H V B Il %1 OR (31 OR 0+ OOR ®OR 1 ) +Il -S1 OR 2 OUT _/ OR 1V + �rj OR +(1_S10RjI (I + ©OR CAL — * — — — i N +O © 3 MW. + 0R +®+ ) 8 OR SEPARATION C 5 + ®oR ©+ ®0R ®+ 0 OR (SEE SCHEDULE ON ® +®oR ® + @ORjg +Q SHEET 12) HVC EXISTING GLASS — POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED HVE OUT 6 1/2" MAX. SLACK '— CONCRETE /ANCHORS 16" O.C. HVF ** F.B.C.(High Velocity Hurricane Zone ser°tN_..v , o�cfo�� 13 oVtl.o/ MIAMI —DADE COUNTY F`CH (K c" KIP/ P.E: SEAL /SIGNATURE /DATE /1rrEz\ �INC. WT TESTING & ENGINEERING COMPANY. 6355 N.W. 36th. SL, Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tilteco®0ol.com EB- 0006719 WALTER k TILUT Jr. P. E. FLORIDA Lie. # 44167 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System REV. No 1 2 3 4 5 6 DESCRIPTION DATE Drown hy: F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 8 OF 26 SEE END CONNECTION DETAILS ON SHEETS 11 • & 20 OUT 90' IN ALTERNATE INSTALLATION Vii/H-V "T" LOCK 3O, HV MALE /FEMALE "T" LOCKS CENTERMATES 8 , 9 & - . LOCKERS 0 W/ HV BLADE * f> EXISTING GLASS mo" \_Q OR ®OR ©+ O OR `J OR 0 +J OR 0+ J ORO +C)OR/+OOR © +O + 0OR © +0 + 18 OR 2 "x2 "x 1 /8 "x0' -2 (6063 -T6 ALLOY) ALUM. ANGLE W /(2) 1/4 "0 TAPCON ANCHORS TO CONCRETE (TOP /BOTTOM) (4) #10x1/2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) + OR C4 + 11 ?i1OR ®+'Q OR ® + ®OR C)+ 1/2" I\CJJ L #10x3/4" S.M.S. 0 12" O.C. FULL LENGHT. * BLADE 0 SLACK DETAIL HVF, INDICATED ON SHEET 8, AS WELL AS UNIVERSAL FLOATING BLADE 30 DETAIL HDD -HVD , INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. SEE END CONNECTION DETAILS ON SHEETS 11 &.. 20 * HV I N ®* „ „ LOCK'T(INSIDE) 0 ' LOCK (INSIDE) z N OUT * SEE NOTE 6 FOR HV LOCK 30 , "T" LOCK, ON SHEET 5. SERIES 9444 ALUMINUM (2024 -T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. 30 HV "T" LOCK (OUTSIDE) 1/4" 0 -20 'x 1 1/2" S.S.M.S. W/ 7/8 "0 x 3/32" WINGNUT. 26 1/4" 0 -20 x 1" S.S.M.S. W/1/4"0 x 5/8" RIVNUT t. HVG* MIN. SEPt4RATION TO G S (SEE SCH DULE ON SHEET 12) NYLON SCREW HEAD * HV "T" LOCK (OUTSIDE) F.B.C.(High Velocity Hurricane Zone PRODUCT RENEWED re cow.piyikt zssoz.zss 0310 07 4k c /1:_p12, Df3 1.i =lithe Ma is s± 02:216424°I mt. C.:on�SOl MIAMI -DADE COUNTY P.E. -SEAL /SIGNATURE /DATE IL E C O INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 337 Phone : (305)871 -1530 . Fax : '(305)871 -1531 e -mail: tilteco®ool.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 • 66 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV' Accordion Shutter System REV. No 2 3 4 5 6 DESCRIPTION DATE Drawn by F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 9 OF 26 SEE END WALL CONNECTION DETAILS ON SHEETS 11 _& 24 OUT 90• IN Q `-rr/ EXISTING GLASS MGM 0+ O OROMR 1 Q + O OR 1 O+ 1 J OR I+ ©OR a+ Q OR 0 +ll /)OR® +O+ 18 OR ®+ ®OR 19 +OOR 19 +Q I: NSTALLATION (0 HV BLADE W/ HD CENTERMATES 411 ts EXISTING GLASS SEE END WALL CONNECTION 2 "x2 "x1/8 "x0' -2" (6063 —T6 ALLOY) ALUM. ANGLE W/ (2) 1/4 "0 TAPCON ANCHORS TO CONCRETE (TOP /BOTTOM) & (4) #14x1/2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) ry #10 x 3/4' S.M.S. 0 12" 0.C. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12 (4) H.V. PINS (TYP.) I -N 6 1/2" (4) H.V. PINS (TYP.) 1/2" HDA —HVA R 32 * SEE NOTES ON LOCKING RODS 6-& HD O LOCKS ON SHEET 5 ** UNIVERSAL FLOATING BLADE 0 DETAIL HDD -HVD IS VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE 0 (OPTIONAL) HDB —HVB SYMMETRICAL HD CENTERMATES W/ LOCK (EXTERIOR) OUT (OPTIONAL) HDC —HVC SYMMETRICAL HD CENTERMATES W/ ®* LOCK INTERIOR) �\ © OROOR ®+ OOR ®OR 1 O +OOR 1 O + 1 rJ OR ll /)+ O0R © +11 �f OR��' // ®+0 + 170R® +0+,$ oR (D+ ®ORQ + ®OR® + OR ® (D°R19 +13oR19 +1�5 HDD —HVD ** PROMO' ' t N c as cezeylazz, iS'iS3''Y'+�E - ©8_ -0310• o7 .o 1 MIAMI —DADE COUNTY AM 0 ] /ULI% P.E: SEAL /SIGNATURE /DATE /1itr6\ TESTING & ENGINEERING COMPANY. 63S N.W. 36th. St., Ste. 305, VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871 -1530 . Fox : (305)871 -1531 _ e —mail: tilteco®aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. ALUMINUM WORLD, INC: (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 BERTHA HV TM Accordion Shutter System REV. No DESCRIPTION 2 3 DATE Drown by: F.P. DATE: 03/31/07 DRAWING No 4 07-062 5 6 SHEET 10 OF 26 CONCRETE ANCHOR " - © 16" O.C. EQ 2" MIN. EQ (LOCATE AT OTHER SIDE OF ®) I 1/2" MIN, #10x1/2" S.M.S. ® 16" O.C. 0 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) OP, on�ew ® +Oan ®oR,p .�ort 10 +Q- © +0 -8+0- @•00.©.0-0.@- 0.0-0•@-9.0 END CONNECTION DETAIL 0 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS 1/16 "x3" MAX. (6063 —T6) CONT. ALUM. CLOSER PLATE. (LOCATE AT EITHER SIDE OF()) #10x1/2" S.M.S. © 16" O.C. 1/2" MIN MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) SEE DETAIL X FOR SIDE CONNECTION TO TRACKS L EXISTING GLASS MIN SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) POURED CONCRETE OR CONCRETE BLOCK WALL - REQUIRED END CONNECTION DETAIL 0 IB \ 101o"tQRQ +Q,Q(� +�3ot -3.®.3 +O ac • ® +O + ©OR ® +O + ®eR END CONNECTION DETAIL i� POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED SEE DETAIL. X FO SIDE CONNECTION TO TRACKS 0 ® +Oaa 1�9 +�3on19'O END CONNECTION DETAIL (3 EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) OR CONCRETE BLOCK WALL REQUIRED OURED CONCRETE 2" MIN EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12). O USE 1" OR 2" MAX. (AS APPLICABLE)x2 "x1/8 "x0' -2" ALUMINUM CLIP ANGLE (6063 -T6 ALLOY) AT MIDHEIGHT (1) #10x1/2" S.M.S. TO ® & (2)1/4 "0 TAPCONS ANCHORS TO WALL AT 1" 0.C. (LOCATE AT EITHER SIDE OF ® ) POURED CONCRETE OR CONCRETE BLOCK WALL EXISTING XISTING GLASS ®•0.0- 0.0•®- ®• (0.0'0.19.@ END CONNECTION DETAIL MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) PRODUCT RENE%7M eo-aq-ilyin2 i7211.4.11 1 =94 0310.07 • ....`.:7W O -461141 r -net Contra) 3 MIAMI —DADE COUNTY APR 0 �% I[I( ►l P.E: SEAL /SIGNATURE /DATE 0 O SEE DETAIL X FOR SIDE CONNECTION TO TRACKS -©o0o ® +®7 D ®10 -13- 10 +( >© +O3-Q +O- +®+ ©on ® +O +Oert ©' ®- Q' o -®' e - END CONNECTION DETAIL I♦ REQUIRED ONLY FOR SPANS GREATER THAN 12' -O" I ® OR ®OR 0 OR ©ORj )0R 3OR(3 ®OR O OR ©0R OR30R© VIEW Y PLAN DETAIL X END INSTALLATION HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. F.B.C.(Hign /1lNC.\ J1LLIT TESTING & ENGINEERING COMPANY 6355 NN'. 36th. St., Ste. 305, VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871 -1530 . Fox : (305)871 -1531 e —mail: tilteco®ool.com EB- 0006719 WALTER A. 11LUT Jr. P. E. FLORIDA Lic. # 44167 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV'm Accordion Shutter System REV. No 1 DESCRIPTION DATE Drown by: F.P. DATE: 03/31/07 2 3 4 5 S DRAWING No 07-062 SHEET 11 OF 26 SCHEDULE #1 MAXIMUM SHUTTER SPAN * "L+" OR "L -" (ft.) J FOR INSTALLATIONS W/ _ L., „ MK _. CENTERMATES, ® & ® or taI or '• W/ ONE HV LOCK or or ® or HD LOCK W/ NO LOCKI ROD ® OR CENTERMATES & 3 W/ ONE HV LOCK 0 W/ TWO LOCKING RODS ® TOP & BOTTOM +(SEE NOTE. t) • MAXIMUM DESIGN LOAD (p.s.f.) (+ OR —) CONCRETE & WOOD INSTALLATIONS A WALL MOUNTING FLOOR /CEILING MOUNTING 1 + (ft) L - (ft) L + (ft) L - (ft) 30 13' -2" 16' -0" 13' -2" 16' -0" 35 12' -8" 14' -10" 12' -8" 14' -10" 40 12' -3" 13' =10" 12' -3" 13' -10" 45 11' -11" 13' -1" 11' -11" 13' -1" 50 11' -7" 12' -5" 11' -7" 12' -5" 55 11' -4" 11',7-10" 11'-4" 11'-10" 60 11' -1" 1 Y' -4" 1V-0" 11' -4" 65 10' -10" 10' -10" 10' -7" 10' -10" 70 • 10' -6" 10' -6" 10' -2" 10' -6" 75 10' -1" 10' -1" 9' -10" 10' -1" 80 9' -l0" 9' -9" 9' -7" 9' -10" 85 9' -6" 9' -6" 9' -3" 9' -6" 90 9' -3" 9' -3" 9' -0" 9' -3" 95 9' -0" 8' -9" 8' -9" 9' -0" 100 8' -9" '8' -4" 8' -6" 8' -9" 105 . 8' -7" 7' -11" 8' -4" 8' -4" 110 8' -4" 7' -7" 8' -2" 7' -11" 115 8' -2" 7' -3" 8' -0" 7' -7" 120 8' -0" 6' -11" 7' -l0" 7' -4" 125 7' -10" 6' -8" 7' -8" 7' -0" 130 • . 7' -8" 6' -5" 7' -6" 6' -9" I 135 7' -7" 6' -2" 7' -4" 6' -6" `_ 140 7' -5" 5' -11" 7' -3" 6' -3" 145 , 7' -3" 5' -9" 7' -1" 6' -0" 150 7' -2" 5' -7" .7' -0" 5'-10" 155 7' -0" 5' -5" 6' -l0" 5' -8" 160 6' -11" 5' -2" 6' -g" 5, -6" 165 6' -10" 5' -1" 6' -8" 5' -4" 170 6' -9" 4' -11" 6' -7" 5' -2" 175 6' -7" 4' -9" 6' -5" 5' -0" 180 6' -6" 4' -8" 6' -4" 4' -10" 185 6' -5" 4' -6" 6' -3" 4' -9" 190 6' -4" _ 4' -5" - 6' -2" 4' -7" 195 6'. -3" 4' -3" 6' -1" 4' -6" 200 6' -2" 4' -2" 6' -0" 4' -5" 205 I 6' -0" 4' -1 " 6' -O" 4' -3" 1 SCHEDULE #2- MAXIMUM "L +" INSTALLATIONS CENTERMATES, SHUTTER SPAN* OR "L -" (ft.) FOR W/ • " • ._ SPAN* "L +" TIONS ► R IATES, HV 4 OR TWO i3 OR t) RI & OR- OCKING NOTE t) ONE HV LOCK 40 OR 26 W/ NO RODS +(SEE MAXIMUM DESIGN. LOAD (p.s.f.) (+ OR —) CONCRETE & WOOD INSTALLATIONS A WALL MOUNTINGS • & FLOOR /CEILING MOUNTINGS 1 + (ft) 1 - (ft) 30 12' -3" 14' -9" 35 11' -9" 13' -8" 40 11' -4" 12' -9" 45 11' -1" 12' -0" 50 10' -9" 11' -5" 55 10' -6" 1O' -11" 60 10' -3" 10' -5" 65 10' -0" 10' -0" 70 9' -8" 9' -8" 75 9' -4" 9' -4" 80 9' -0" 9' -0" 85 8' -9" 8' -9" < 90 8' -6" 8' -6" 95 _ 8' -3" 8, -3„ 100 8' -1" 8' -1" 105 7' -11" 7' -11" 110 7' -8" 7' -7" 115 7' -6" 7' -3" 120 7' -4" 6' -11" 125 7' -3" 6' -8" 130 7' -1" 6' -5" 135 6' -11" 6' -2" 140 6' -l0" 5' -11" 145 6' -8" 5' -9" 150 6' -7" 5' -7" 155 6' -6" 5' -5" 160 6' -5" 5' -2" 165 6' -3" 5' -l" 170 6' -2" 4' -1l" 175 6'_1" 4' -9" 180 6' -O" 4' -8" 185 5' -11" 4' -6" 190 5' -10" 4' -5" 195 5' -g" 4' -3" 200 5' -9" 4' -2" 205 5' ^8" 4' -1 " PKWUCT FiFitgr . A Ftegib a- 03/0.07 SCHEDULE # AXIMUM •R "L -" / SYMM 3& + i OR' "1^ OCKING / ONE •R 0+ (SEE SHUTTER (ft.) ST SPAN* "L +" TIONS ► R IATES, HV 4 OR TWO i3 OR t) ; ( � W/ \ ' LICKS OR RODS ® TOP/BOTTOM HV LOCK NOTE SHUTTER SPAN MAXIMUM DESIGN LOAD (p.s.f.) ( +OR —) CONCRETE & WOOD INSTALLATIONS A •FLOOR/CEILING MOUNTING 1 + (II) L - (ft) 3 5/16 "A 30 13' -1 " 16' -0" 4" . 35 12' -7" 15' -7" SHUTTER SPAN 40 12' -2" 15' -2" ERMA ES CENTERMATES 45 11' -9" 14' -3" { 50 11' -6" 13' -7" 55 11' -3" 12' 11" •5 10' 9" 1 -11" 70 10' -7" 11' -5" 75 10' -4" 11' -1" 80 10' -0" 10' -g" 85 9' -9" 10' -5" 90 9' -5" 10' -1" 95 9' -2" 9' -10" 100 9' -0" 9' -7" 105 8' -9" 9. -4" 110 8' -7" 9' -2't 115 8'_9" 8' -11" 120 8' -2" 8' -9" 125 8' -0" 8' -5" 130 7-10 "< 8' -1" 135 7' -9" 7' -g" 140 7' -7" 7' -6" 145 7' -5" 7' -3" 150 ' 7' -4" 7' -0" 155 7' -2" 6` -9" 160 7' -1 " 6' -7" 165 7' -0" 6' -4" 170 6' -11" 6' -2" 175 6' -9" 6' -0" 180 6' -8" 5' -10" 185 6' -7" 5' -8" 190 6' -6" 5' -6" 195 6' -5" 5` -5" 200 6' -4" 5' -3" 205 6' -3" 5'-1" * NOTES; (1) L +: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L -: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR /CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L +" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L -" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L +" AND "L - ". • (3) PROCEDURE TO DETERMINE MAXIMUM .SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR /CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: L1 += MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 += MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: L1 -= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 -= MAX. SPAN FOR FLOOR /CEIUNG t LIKIN INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM 8ETWcEN "Li +', "L2+ , 11 -" AND "L2 -" 4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO. DETERMINE MAXIMUM ANCHOR SPACING. A MAXIMUM SHUTTER SPAN "L +" OR "L -" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. DESIGN LOAD. • t H.V. CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5. OF 26. C1� HV BLADE ♦ SEPARATION TO GLASS REQUIREMENTS (1) SEE BELOW FOR MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN ' THE FIRST 30' -O" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' -O" ELEVATION OF BUILDING, . MEASURED AT BOTTOM OF SHUTTER IS 3 ". MINIMUM SEPARATION TO GLASS SCHEDULE; SHUTTER W/ ONE LOCKAIITHOUT LOCKING RODS SHUTTER SPAN INSTALLATION W/ METRICAL INSTALLATION W/ OPPOSING CENTERMATES CENTERMATES 105" OR LESS 3 5/16 "A 4" >105" TO MAX. ALLOWED 3. 7 /8 ".It 4" . A USE 2 1/2" FOR HD LOCK -FF OR �+� USE INDICATED VALUES FOR HV ®CENTERMATES. ' MINIMUM SEPARATION TO GLASS SCHEDULE; SHUTER W/ ONE LOCK & TWO LOCKING RODS OR WITH ONLY TWO LOCKS SHUTTER SPAN INSTALLATION W/ INSTALLATION W/P CENTER ERMA ES ERMA ES CENTERMATES 105" • OR LESS . 2 3/4" ** 3 3/16" >105" TO MAX. ALLOWED 3 1/4..' * * * 3 1/4" USE 2 15/16" FOR HV "T" LOCK 30 W/ 35 * ** USE 4 1/8" FOR HV 'T" LOCK 30 W/ 35 USE INDICATED VALUES FOR HV CENTERMATES. t INSTALLATION LEGEND CONCRETE & MANSORY WOOD WALL MOUNTING A, 8, C, D, E, F, K & L. M, N, 0, P, 0. R, S & V. FLOOR /CEILING MOUNTING G ' H, I & J. T, U, W & X. .. `... O7 O41 4.0/ /- -- MIAMI -DADE COUNTY ;rat (;' P.E.• SEAL /SIGNATURE /DATE / IILIEcoNC.\ LIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fox : (305)871 -1531 e —moil: tiltecoOool.com EB- 0006719 WALTER A. TILLIT 4r. P. E. FLORIDA Lic. # 44167 ALUMINUM WORLD, INC. (AssA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305)' 825 -1355 FAX (305) 825 -1356 F.B.C.(High Velocity Hurricane Zone 42003 EASTERN METAL SUPPLY, INC. BERTHA HV' Accordion Shutter System REV. No DESCRIPTION DATE 1 2 3 4 Drawn by: F.P. DATE: 03/31/07 DRAWING No 07 -062 5 6 SHEET 12 OF 26 • ANCHORS SPACING LEGENQ - A MU D S! .. UR ' • I G ..s.f. o OR' E PONDING AXI * SEE ANCHOR SPECIFICATIONS ON SHEET 14 • -- TAPCO" -Ali POINTS SQUO -S .T :N UM A NO:* P • IN 1 . SC, EDUL FOR A GIVEN MAX. - SHUTTER SPAN DFSIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE, WEDGE -BOLT FOR CONCRETE OR CONCRETE -BLOCK INSTALLATIONS (SEE MOUNTINGS A, B, C. D AND F ON SHEET 6) • POURED CONCRETE • POURED CONCRETE /CONCRETE BLOCK MAXIMUM SPAN ( (& WALL HEADER MOUNTING w/® 0) WALL HEADER MOUNTING W/® QB WALL HEADER MOUNTING g WALL SILL MOUNTING W/ ® U WALL SILL MOUNTING w/ 0 ©& �F WALL HEADER /SILL MOUNTING NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN WAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 .30 40 60 75 90 120 160 205 .30 40 60 75 . 90 (psf) 120 T60 205 30 40 60 75 90 120 160 205 30 40 60' 75 J 90 120 160 205 3' -0" 14 14- 12 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 3 14 12 10 9 8 8 6 3 8 8 8 8 8 8 7.5 OR LES 14 12 10 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 -8 6 6 8 6 8 8 8 8 8 8 14 12 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 6_ 6 8 8 8 8 8 14 10 9 8 8 6 3.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 .7.5 3 - 14 12 10 9 7.5 5.5 - 8 8 8 8 8 8 8 8 8 4' -0" 14 t2 12 TO 10 9 8 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 5.5 - 14 12 10 9 _8 8 a 6 5 8 7.5 5.5 4.5 8 8 8 8 8 14 9 8 8 6 6- 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 4 -. 14 12 10 9 8 6. .3:5 8 8 8 8 8 8 5' 14 12 12 10 10 9 8 8 4 3 14 12 10 -9 8 8 6 3 14 12 10 9 8 8 6 6 14 12 10 9 8 .3 - - 14 12 10 9 _8 8 6 - - 8 8 8 8 8 8 8 6 8 8 -0" 14 14 12 12 10 9 9 8 8 5.5 - 14 12 10 9 8 8 -6 3.5 14 12 10 9 8 8 6 6 14 12 10 9 8 7 - - 14 12 10 9 8 8 6 - 8 8 8 8 8 8 4.5 8 3 8 8 6 4.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6. 14 12 10 9 8 5 - - 14 12 10 9 8 8 4 - 8- 8 8 8 8 6' -0" 14 12 10 10 9 8 5 .3 - 14 12 10 9 8 8 3.5 - 14 12 10 9, 8 8 6 5 14 12 10 8 4 - - - 14 12 10 8 6.5 3.5 ' - - 8 8 8 8 8 6.5 8 5 7 6 9 8 5.5 - - 14 12 10 9 8 8 4.5 - 14 12 10 9: 8 8 -6 6 14 12 10 9 8 4 - - 14 12 10 9 8 8 .3 - 8 8 8 8 8 3.5 - 14 14 12 12 10 10 9 9 8 7 8. 3.5 5 3.5 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 6 14 • 12 10 9 7.5 3 - .14 12 10 9 8 7 - - 8 8 8 8 8 8 8 8 5 6 - .- 14 12 10 9 8 5.5 - - 14 12 10 9 8 8 6 4. 14 12 9 5 - - 14 12 8 7 5.5 - - - 8 8 8 7 5.5 4 4.5 7' -0" 14 14 12 12 10 10 9 9 8 8 4 - - 14 12 10 9 8 6.5 .3 - 14 12 10 9 8 8 6 5 14. 12 10 9 6 - - - 14 12 10 9 8 5 - - 8 8 8 8 8 7.5 14 12 10 8 6.5 4 - 14 12 10 9 8 8 5 - 14 12 10 9 8 8 6 - 6 14 12 10 9 4 - - - 14 12 10 9 8 3.5 - - 8 _EL 8 8 8 8 4.5 12 10 9 5 5.5 3 - - 14 12 10 8 8 3.5 - - 14 12 10 9 8 8 5 - 14 11.5 7 .3 - - - - 14 11.5 7 6 3.5 - - - 8 8 7.5 6 5 8 3.5 5.5 .3.5 8' -0" 14 - - - 14 12 10 9 8 4.5 - - 14 12 10 9. 8 8 6 - 14 12 10 7 4 - - 14 12 10 9 8 3 - - 8 8 8 8 8 7.5 - 5.5 3.5 14 14 12 12 10 9 8 5 - - 14 12 10 9 8 7 - - 14 12 10 ' 9• 8 8 6 - 14 12 10 5 3 - - - 14 12 10 9 7 - - - 8 8 8 4 10 5.5 3.5 - - - 14 12 10 9 6.5 - - - 14 12 10 9 8 6.5 - - 13.5 10 4 5 - - - - 8 • 8 6.5 8 5.5 8 5.5 9' -0" 14 14 12 12 10 10 6.5 4 - - - 14 12 10 9 7.5 3 - - 14 12 10 9 8 7.5 - - 14 12 10 5 - - 13.5 10 6.5 4.5 3 14 12 .10 9 5.5 - - - 8 8 8 . 8 12 8 9 4.5 7 3 4 - - - 14 12 10 9 8 5.5 - - - 14 12 10 9 8 8 - - 14 12 7.5 3.5 - - - - 14 12 10 9 4 - - - 8 8 8 8 8 8 6.5 4.5 4.5 3 3 14 - - - 14 14 12 12 10 10 9 9 4.5 5.5 - - - - - - 14 14 12 12 10 9 8 - - - 12 9 3 12 9 6 3 - - - - 8 8 6 4.5 4 10' -0" 14 12 9.5 5 3.5 - - 10 9 8 - - - 14 12 7 3.5 - - - - 14 12 10 8 4 - - - 8 8 8 8 .8 5.5 4 14 14 12 12 10 8.5 5.5 - - - 14 12 10 9 8 - - - 14 12 10 9 8 - - - 14 12 5 14 12 10 5.5 - - - - 8 8 8 8 6 .3.5 - - - - 14 12 10 6 - - - - 14 12 10 9 - - - - 11 8.5 11 8 5.5 8 7.5 4 11' -0" 14 14 12 12 7 10 4 7 - - - - - - 14 12 10 7 - - - - 14 12 10 9 - - - - X14 14 12 5 3.5 - - - - 14 12 10 5 - - - - 8 8 8 5.5 8 4.5 8 3.5 8 4.5 - - 14 12 10 9 - - - - 14 12 10 9 - - - - 12 3.5 14 10 12 7.5 10 .3.5 .3.5 - - - a 8 8 7.5 8 5 8 4 6.5 3 .3.5 - - 12' -O" 14 14 12 12 5 5.5 - - - - - - 14 12 10 14 12 10 10 7.5 - - - - 14 12 10 14 12 10 14 12 4 14 12 10 .3 7.5 4 - .3 -- - - 14 14 12 12 9 4 - - - - - 14 12 10 14 12 10 14 12 .3 14 12 7 • 8 8 8 8 8 8 8 7.5 - - - -1 - 14 12 7.5 14 12 - - - - 9 5 9.5 7 8 7 4.5 3.5 5 .5 - 3 - - - - 13' -0" 14 12 4.5 - - - - - 14 12 9 14 12 10 14 12 4 14 12 6.5 8 8 8 8 6.5 3.5 - 14 12 7.5 - - - - - 14 12 10 14 12 10 14 9 14 12 4.5 8 8 8 7 4.5 - 14 10.5 3.5 - - - - - 14 12 5.5 14 12 10 8.5 3.5 8.5 6.5 8 6.5 4 3 14' -0" 14 14 12 12 4 6.5 - - - - - - - 14 12 6.5 14 12 10 14 9 4 14 12 6 8 8 8 8 5.5 - - - 14 12 10 14 12 10 14 6.5 14 12 . 3.5 8 8 8 6 4 3 - - - - J4 8.5 - - - - - - 14 12 8 6 8 6 4 5 - - 15' -0" 14 9.5 - - - - - - 14 12 14 12 14 7 14 12 - - - - - - 8 8 8 7 7 5 3 3 - - }4 14 12 - - - - - - - 14 12 - 14 12 - - ; - - - - 5 14 11.5 8 8 - - - r - - - - - - - - - - - - - - 14 14 - - - - - - - �4 - - -- - - - 7.5 7.5 6 7.5 4 5 3.5 16' -0" 14 14 - - - - - - - 14 14 8 4.5 3 - - - - - 14 14 14 14 8 8 3 - H V BLADE F.B.C. (High Velocity Hurricane Zone) PRODUCT r;' ? Dr.. ?s y -`.` I �r,' -�'_ _ _ <<:: . _ o .- 03 i d . a Ls_ ' . ;.<. -:: .` O.71 j O�:Z -D J3 =y :1' •... .. :1.1:. _02. -0,. et-0/ 17.::.:;:•`.:,..r.1.-.-,I.e. QSlDU_�l , �T,- ! _ `•:. - - , ; , o 2..•-.~. -t.::. -; �;,:.:.` ^_ ^.� ALUMINUM WORLD, INC A SASS # 16�) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter utter System ,I N TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Sta. 305, VIRGINIA GARDENS, FLORIDA 33166 ) ) Phone : (305)871 -1530. Fax : {305)871 -1531 e-mail: tilteco ®ooi.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Ua. 44167 REV. No DESCRIPTION DATE Drawn by: F3'. 1 DATE: 03/31 /07 m.:1:-.; , ° s• , 4�r:" MIAMI -DADE COUNTY _ «7 2 DRAWING No 07_062 �� f i` {;'? P.E. SEAL /SIGNATURE /DATE 3 - 4 5 6 SHEET 13 OF 26 •ANCHORS SPACING LEGEND- TAPCON ALL POINTS,SOUD -SET WEDGE -BOLT IG SPACING IN A SP N - SCHEDULE FOR A GIVEN -MAX. SHUTTER SPAN. DESIGN NEGATIVE LOAD C • R " _ POND NG • TN P OR ON I TA 'TON (SEE MOUNTINGS E, G, & H ON SHEETS 6 & 7). MAXIMUM SPAN (ft) POURED CONCRETE /CONCRETE BLOCK POURED CONCRETE Q WALL SILL MOUNTING © CEILING MOUNTING ® FLOOR MOUNTING NEGATIVE DESIGN LOAD (psf) • NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (pat) 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 .30 40 60 75 90 120 160 205 3. -0" OR LESS 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 • 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 4' -0" 14 12 10 9 8 7.5 5.5 3.5 14 12 10 9 8 .8 6 6 14 12 10 9 8 8 6 5 14 12 10 9 8 8 6 6 14 12 10 9 8 -8 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6- 14 12 10 9 8 8 6 6 5' -0" 14 12 10 9 8 6 4 - 14 12 10 9 8 8 6 5 14 12 10 9 8 7 5 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 6' -D" 14 12 10 . 8 7 5 - - 14 12 10 9 8 7.5 5.5 4 ' 14 12 10 9 7.5 5.5 4 3 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 6 5 14 12 10 9 el 6.5 5 3.5 14 12 10 9 8 8 5 3 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 7' -0" 14 12 9 7 6 3.5 - - 14 12 10 9 8 6 4.5 3.5- 14 12 10 8 6.5 5 3.5 - 14 12 10 9 8 8 5 3.5 14 12 10 9 8 7 5 4 14 12 10 9 7.5 5.5 4 3 14 12 10 9 8 6.5 3.5 - 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 4.5 8' -0" 14 11.5 7.5 6 5 - - - 14 12 10 9 7.5 5.5 4 - 14 12 8.5 7 5.5 4 3 - 14 12 10 9 8 6.5 4 - 14 12 10 9 8 6 4.5 - 14 12 10 8 6.5 5 3.5 - 14 12 10 9 8 5 3 - 14 12 10 9 8 8 6 - 14 12 10 9 8 7 5 - 9'-0" 13.5 10 7 5.5 4 - - - 14 12 10 8 6.5 5 - - 14 11.5 7.5 6 5 3.5 - - 14 12 10 9 8 5.5 - - 14 12 10 9 7.5 5.5 - 14 12 8.5 7 5.5 4 - - 14 12 10 9 7 4 - - 14 12 10 9 8 8 - - 14 12 10 9 8 6 - - 10' -0" 12 9 6 4.5 3 - - - 14 12 9 7 6 4.5 - - 14 10.5 7 5.5 4.5 3.5 - - 14 12 10 9 7.5 - - - 14 12 10 8 6.5 5 - - 14 12 8 6 5 4 - - 14 12 10 8 5.5 - - - 14 12 10 9 8 7 - - 14 12 10 9 7.5 5.5 - - 11' -0" 11 8.5 5.5 3.5 - - - - 14 12 8 6.5 5 4 - - 12.5 9.5 6 5 4 3 - - 14 12 10 9 - - - - 14 12 9 7 6 4.5 - - 14 10.5 7 5.5 4.5 3.5 - - 14 12 10 6.5 - - - - 14 12 10 9 8 6.5 - - 14 12 10 8 7 5 - - 12' -0" 10 7.5 5 14 11 7.5 6 5 - - - 11.5 8.5 5.5 4.5 3.5 - - - 14 12 10 14 12 8 6.5 5.5 - - - 13 10 6.5 •5 4 - - - 14 12 9 5.5 ' - - - - 14 12 10 9 8 - - - ' 14 12 9.5 7.5 6 - - - 9.5 7 4 -. 13.5 10 6.5 5.5 4.5 - - - 10.5 8 5 4 3.5 - - - 13' -0" 14 12 10 , 14 11.5 7.5 6 5 - - - 12 9 6 4.5 4 - - - 14 12 7.5 14 12 10 8.5 7 - - - 14 12 8.5 7 6 - - - 8.5 6.5 3.5 12.5 9.5 6 5 - - - - 10 7.5 5 4 - - - - 14'-0" 14 12 9 14 10.5 7 5.5 - - - - 11 8.5 5.5 4.5 - - • - - 14 12 6.5 14 12 10 8 - - - - 14 12 8 6.5 - - - •- 8 6 12 9 6 9 7 4.5 15' -0" 14 12 13.5 10. 6.5 10.5 8 5 - - - - - 14 11 14 12 9.5 14 11.5 7.5 - - - - 7.5 11 8 5.5 - - - - -- 8.5 6.5 4 - - - - 16' -0" 14 12.5 9.5 6 10 7.5 5 - - - - - 14 14 12 9 14 10.5 7 - - - - - *SPECIFICATIONS ON _ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO.•EXISTING POURED CONCRETE: (Min. t'c = 3. ksi) - 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED BY I.F.W. RAMSET/ RED HEAD. - 1/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4 "0 WEDGE -80LT ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4 ", AND 2" FOR WEDGE -BOLT ANCHORS. A.2) MINIMUM EMBEDMENT OF 1/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR. FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (B) TO EXISTING CONCRETE BLOCK WALL: - 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. - 1/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4 "0 WEDGE -BOLT W/ 1/4 "0 BLOCK -PLUG ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE -BOLT ANCHORS, IS 1 1/4 ". B.2) MINIMUM EMBEDMENT OF 1/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) & 8.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (C)' ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2" EDGE DISTANCE FOR 1/4 "0 TAPCON AND SOLID SET AND WEDGE -BOLT FOR E. 0. LESS THAN THE ABOVE MENTIONED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR ALL POINT SOUD SET ANCHORS IS 3 "). REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL E. 0. FACTOR WEDGE -80LT 1/4 "0 TAPCON SOUD SET MIN. SPACING - 3" - MIN. SPACING - 3" MIN. SPACING - 3.5" 3" 0.83 0.83 0.78 2 1/2" 0.66 0.66 - 2" 0.50 0.50 - C1� HV BLADE ¢ n.. !.; 08 0 3 /.0 •0 m ..:.. o.1� 3 Mt, I: ti:2: d ( • %6._1.°08_ MIAMI -DADE COUNTY P.E: SEAL /SIGNATURE /DATE IL EC 0 1 N C . �LLIT TESTING & ENGINEERING COMPANY 3355 --N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tilteco*ool.com EB- 0006719 WALTER A TILUT Jr. P. E. FLORIDA Lie. # 44167 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System REV. No DESCRIPTION DATE Drown by: F.P. DATE: 03/31/07 2 3 4 DRAWING No 07 -062 5 SHEET 14 OF 26 ANCHORS SPAIN. E.END AX U • IGN PRESSU' - • TING • •.s.f. AND C' 'RESP, 11 MAXI UM- AN HOR* ■ - TAPCGN SP: N in. • CHEDU FOR A G VE I/ AX. SHUTT R ' • N P SI A V O • D ALL POINTS -SOUO -SET _A 1 1 1r: ' 0 \ D ►iri O U \ 1 1' O ► • k ' . • . • i, :M_ ► - : : WEDGE -BOLT (SEE MOUNTINGS I, J, K & L ON SHEET 7). MAXIMUM SPAN (ft) POURED CONCRETE POURED CONCRETE /CONCRETE BLOCK I°WALK OVER MOUNTING 0 RAINGUARD MOUNTING • Q WALL /FLOOR MOUNTING . ©WALL /WALK OVER MOUNTING NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf NEGATIVE DESIGN LOAD (pst) NEGATIVE DESIGN LOAD (psf) 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 . 90 120 1-60 205 30 40 . 60 75 90 120 160 205 3' -0" OR LESS 14 ' 12 10 9 8 8 6 6 12 12 12 12 12 11 8 6 7 7 7 7 7 7 7 6 5 5 5 5 5 5 .5 5 14 12 10 9 8 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 12 12 12 10.5 7 7 7 7 7 7 7: 7 5 5 5 5 5 5 5 5 4' -0" 14 12 10 9 8 8 6 S '12 12 12 12 11 8 6 4.5 7 7 7 7 7 7 5.5 4.5 5 5 5 5 5 5 5 4.5 14 12 10 9 8 8 6 6' 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 .5 5 5 5- 5 5 5 5- 14 12 10 9 8 8 6 6 12 12 12 12 12 12 10 8 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 5' -O" 14 12 10 9 8 8 6 6 12 12 12 10.5 8.5 6.5 5 3.5 7 7 7 7 7 6 5.5 4.5 - 5 5 5 5 5 5 5 3.5 14 12 10 9 8 8 6 6 12 12 12 12 10 7.5 5.5 r 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 12 11 8 6.5 7 7 7 7 7 7 7. 6.5 5 5 5 5 5 5 5 5 6' -0" 14 12 10 9 8 8 6. 6 12 12 11 8.5 7 5.5 4 3 7 7 7 7 6.5 5 3.5 3 5 5 5. 5 5 5 4.5 3 14 12 10 9 8 8 6 6 12 1212 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5' 5 5 5 14 12 10 9 8 8 6 6' 12 12 12 12 12 9 6.5 5 7 7 7 .7 7 7 7 5.5 5 5 5 5 5 5 5 5 7'-0" 14 12 10 9 8 8 6 6 12 12 9.5 7.5 6.5 4.5 3 - 7 7 7 7' 5.5 4 3 - 5 5 5 5 5 4. 3 -- 14 12 10 9 8 8 6 6 12 12 ' 12 8.5 7 5 4 3, 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 10.5 7.5 5.5 4.5 7 7 7 7 7 7 6 4 5 5 5 5 5 5 5 4.5 8' -0" 14 12 10 9 8 8 6 - 12 12 8 6.5 5.5 4 3 - 7 7 7 6 5 3.5 - - 5 5 5 5 5 3.5 3- 14 12 10 9 8 8 6 - • 12 12 10.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 - 14 12 10 9 8 8 6 - 12 12 12 9.5 8 6 5 4 7 7 7 7 7 7 5 3 5 5 5 5 5 5 5 4 9'-0" 14 12 10 9 8 8 - - 12 11 7 6 5 3.5 - - 7 7 6,5 5 4.5 3 - - 5 5 5 5 4.5 3 - - 14 12 10 9 8 8 - - 12 12 9.5 6.5 5.5 4 3 -' 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 9 8 8 - - 12 12 12 9.5 8 6 4.5 3.5 7 7 •7 7 7 6 4 - 5 5 5 5 5 5 4 3.5 10' -0" 14 12 10 9 8 8 - - 12 10 6.5 5 4 3 - - 7 7 6 4.5 4 3 - - 4 5 5 5 4.5 4 3 - - 14 12 10 9 8 8 - -• 12 11 8.5 6 r 5 3.5 - - 7 7 7 7 7 7 7 5.5 4.5 3 -5 5 5 5 5 5 • 5 5 5 5 ' 5` 5 5 4 4,5 3 14 12 10 9 8 8 -- 12 12 11 8.5 7 5.5 4 3 7 7 '7 7 11' 14 12 10 9 8 8 - - » 12 6 4,5 4 3 - - 7 7 5.5 4.5 3.5 - - • - 5 5 5 4.5 3.5 - - - -0" 14 12 10 9 8 i i - - 12 10 7 5.5 4.5 3.5 - - 7 •7 7 7 7 7 3.5 - 5 5 5 5 5 5 5 4 14 12 10 9 8 8 - - 12 12 10 .8 6.5 5 3.5 3 7 7 7 7 6.5 5 - - 5 5 5 5 5 5 3.5 3 12'-O" 14 12 10 9 8 - - - 11 8 5.5 4 3.5 - - - 7 7 5 4 3' - - -. 5 5 ''5 4 3 - - - - 14 12. 10 9 8 - - 5 4 3-- 7 7 7 7 7 6 3 - 1 5 5 5 5 5 5 4.5 3.5 14 12 10 9 8 - - 7 6 4.5 3.5 - 7 7 7 7 6 4 - - • 5 5 5 5 5 4.5 3.5 - 13' 14 12 10- 9 8 - - • 7.5 5 4 3 - - - 7 7 4.5. 3.5 3 - - - 5 5 4.5 3.5 3 - -0" 14 12 10 9 8 - - 4.5 3.5 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4.5 _3.5 12 10 9 8 - - 6.5 5.5 4 3 - 7 7 7 7 5.5 3.5 - - 5 5 5 5 5 4 3 - 14' 1 2 10 9 - - - - 9.5 7 4.5 3.5 3 - - - 7 r6.5 4 3.5 - - - - 5 5 4 3.5 - - -- - -0" 14 12 10 9 - - - - 10.5 8- 5.5 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 12 10 9 - - - - 12 11.5 7.5 6 5 4 3 - 7 7 7 6.5 5.5 - - - 5 5 5 5 5 4 3 - 15'-0" 14 12 10 - - - - - '8.5 6.5 4 3.5 3 - - - ;7 6 4 3 - - - 5 5 4 3 -. - - - 14 12 10 - - - - - 10 7.5 5 A- .3 -__ - - 7 7 7 .7 7 3.5 - - -; -. 5 .. - 5 5 5 5 5 4 3 14 12 10 - - - - 12 ll 7 5.5 4.5 3.5 -- 7 7 7 6 5 - - � - 5 5 5 5 5 3.5 - 16' 14 12 10 - - - - - 8 6 4 3 - - - - 7 5.5 3.5 3 - - - - 5 5 3.5 3 - - - - -O" 14 12 10 - - - - - 9.5 7 4.5 3.5 3 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 4.5 3 :5 - 14 12 10 - - - - - 12 10 6.5 5.5 4.5 3.5 - - 7 7 7 5.5 4 -- - - 5 5 5 5 4.5 3.5 - - HV BLADE PRODUCT 1:EreC'r3'EE3 1R =. f'2:°5)p 13'7 - = -°-5_ ®2-013 or7-oq vl MIAMI -DADE COUNTY / IILI'ECOINC;\' 1'ILLIT TESTING & ENGINEERING COMPANY •• - 635 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fox : (305)871 -1531 e -mail: tiltecoOoohcom EB-0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. > 44167 /',1 1: O. 1.;: P.E. SEAL /SIGNATURE /DATE ALUMINUM WORLD, INC. (AssA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1,355 FAX (305) 825 -1356 r.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System REV. Na DESCRIPTION DATE Ora n- by: F.P. . 2 3 4 5 DATE: 03/31/07 DRAWING No 07. -062 SHEET • 15 OF 26 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOIJD WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4'4 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEIUNG SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2001 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ 0 =0.55 (N.D.S) - DOUGLAS FIR W/ G =0.50 (N.D.S.) - SPRUCE PINE FIR NORTH W/ 0 =0.43 (N.O.S.) - SPRUCE PINE FIR SOUTH W/ G =0.36 (N.D.S.) -MIN. 1/2" CDX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (1) HV BLADE PRODUCT FIT: EIM.) 03/0.07 • ... d%.v92f o/ MIAMI -DADE COUNTY P.E: SEAL /SIGNATURE /DATE /1TNC.\ �TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste: 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tilteco®aol.com - EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 ALUMINUM WORLD, INC . (ASSA # 167) 4401 EAST. 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System REV. No DESCRIPTION DATE Drawn by: F.P. DATE: 03/31/07 2 3 DRAWING No 07 -062 5 6 SHEET 16 OF 26 MAXIMUM D -ESIGN 'PRESSURE RATI G •.s.f. AND- CORRESPONDING MAXIMUM ANCHOR+ S'ACING in. SCHEDULE FOR A GIVEN MAX.. SHUTTER SPAN. NEGATIVE DESIGN • LOAD AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 18 & 19). MAXIMUM SPAN (ft) SOUTHERN PINE No. 2 W/ MIN. G =0.55, DOUGLAS FIR W/ MIN. G =0.50 - SPRUCE PINE FIR NORTH W/ MIN. G =0.43 SPRUCE PINE FIR SOUTH W/ MIN. G =0.36 1/2" MIN. CDX PLYWOOD WALL MOUNTINGS - M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N, 0 & R. - CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X • WALL MOUNTINGS P& Q NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD -(psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 3' -0" OR LESS 12 10 10 9 8 8 6 6 6 6 .6 6 12 10 10 9 8 8 6 6 6 6. 6 6 12 10 10 9 8 •8 6 6 6 6 6 6 6 5 4 4 4 3 4' -0" 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6. 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 -5 -0" 12 10 -- 10 .9. 8 8 6 6 6 6 6 '5.5 12 10 10 9 8 8 6 6 6 6 6 5 1.2 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 6' -0" 12. 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 5.5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 7-0" . 12 10 10 9 6.5 4 6 6 6 5.5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 8' -0" 1 2 1 0 10 7.5 4.5 3 6 6 6 5 4 3.5 1 2 10 10 6 3.5 - 6 6 5 4.5 3.5 3 1 2 1 0 10 4 - - 6 6 5 4.5 3.5 3 6 5 4 - - 9' -0" 1 2 10 1 0 5 3.5 - 6 6 5.5 4.5 3.5 3 1 2 10 9 4 - - 6 6 4.5 4 3 3 1 2 1 0 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 - - - 10'-O" 1 2 1 0 7.5 4 - - 6 6 5 4 3 - 1 2 10 6 3 - - 6 6 4 3.5 3 - 1 2 1.0 3 - - - 6 6 4 3.5 3 - ' 6 5 - - - 11' -0" 1 2 1 0 5.5 - - - 6 6 4.5 - - - 1 2 10 4.5 - - - 6 5.5 3.5 - - - 1 2 1 0 - - - - 6 5.5 4 - - - 6 5 - - - - 12' -0" 1 2 10 4.5 - . - - 6 6 4 - - -= 1 2 1 0 3.5 - - - 6 5 3.5 - - -. 1 2 10 - - - - 6 5 3.5 - - - 6 5 - - 13' -0" 1 2 1 0 - - - - 6 6 - - - - 1 2 1 0 - - - - 6 4.5 - - - - 1 2 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - 14' -0" 1 2 1 0 - - - - 6 5.5 - - - - 1 2 7 - - - - 5.5 4.5 - - - - 1 2 7 - - - - 5.5 4.5 - - - - 6 3 - - - - 15' -0" 1 2 - - - - - 6 - - - - - 1 2 - - - - - 5 - - - - - 1 2 - - - - - 5 - - - - - 6 - - - - 16' -0" 1 2 - - - - - 6 - - - - - 1 2 - - - - - 5 - - - - - 11.5 - - - - - 5 - - - - - 6 - - - - - + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOIJD WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4'4 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEIUNG SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2001 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ 0 =0.55 (N.D.S) - DOUGLAS FIR W/ G =0.50 (N.D.S.) - SPRUCE PINE FIR NORTH W/ 0 =0.43 (N.O.S.) - SPRUCE PINE FIR SOUTH W/ G =0.36 (N.D.S.) -MIN. 1/2" CDX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (1) HV BLADE PRODUCT FIT: EIM.) 03/0.07 • ... d%.v92f o/ MIAMI -DADE COUNTY P.E: SEAL /SIGNATURE /DATE /1TNC.\ �TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste: 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tilteco®aol.com - EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 ALUMINUM WORLD, INC . (ASSA # 167) 4401 EAST. 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System REV. No DESCRIPTION DATE Drawn by: F.P. DATE: 03/31/07 2 3 DRAWING No 07 -062 5 6 SHEET 16 OF 26 MAXIMUM DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING- MAXIMUM ANCHOR+ - SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN, NEGATIVE DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS ON SHEET 19). MAx'VuM SPA (ft) L__J �- f:= V 1 `- 1 (- SOUTHERN PINE No. 2 W/ MIN. G =U.55, DOUGLAS FIR W/ MIN. G =0.50 SPRUCE PINE FIR NORTH W/ MIN. G =0.43 SPRUCE PINE FIR SOUTH W/ MIN. G =0.36 B.O. WALL MOUNTINGS S& V - B.O. WALL MOUNTINGS S& V B.O. WALL MOUNTINGS S& V NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) 3 30 40 60 75 90 105 30 40 60 75 90 _ 105 30 40 60 75 90 105 - ' -0" OR LESS 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4' -0" 12 12 12 12 12 12 -12 12 12 12 12 12 12 12 12 12 12 12 5' -0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10.5 6' -O" 12 12 '12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7-0" 12 12 12 12 12 12 12 12 12 12 12 10.5 12 12 12 10.5 8.5 7.5 8' -O" 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 11.5 9 7.5 6.5 g' -O" 12 12 12 12 12 10.5 12 12 12 11.5 9.5 8.5 12 12 10 8 6.5 5.5 10' -0" 12 12 12 12 11.5 9.5 12 12 12 10.5 8.5 7.5 12 12 9 7 6 5 11' -0" 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12' -0" 12 12 12 11.5 9.5 8 12 12 11 8.5 7 6 12 11.5 7.5 6 5 4 13' -0" 12 12 12 10.58.5 7.5 12 12 10 8 6.5 5.5 12 10.5 7 5.5 4.5 4 14' -0" 12 12 12 9.5 8 6 12 12 9.5 7.5 6 4.5 12 9.5 6.5 5 4 3 15' -O" 12 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 • 5 4 - 1 6' -0" 112 12 10.518.5 6.5 4 112 12 8 6.5 5 3 111.5 8.5 5.5 4.5 3.5 - 1 HV BLADE -I- NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, 1 -. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED- BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW: 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2001 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ G =0.55 (N.D.S) - DOUGLAS FIR W/ G =0.50 (N.D.S.) - SPRUCE PINE FIR NORTH W/ G =0.43 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ G =0.36 (N.D.S.) -MIN. 1/2" COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. MIAMI -DADE COUNTY 20Lisi P.E. SEAL /SIGNATURE /DATE /1itE� INC. TILLIT TESTING & ENGINEERING COMPANY, 355 N.W. 36th: St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -moil: tilteco®ool.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System REV. No DESCRIPTION DATE 2 3 4 Drawn by. F.P. DATE: 03/31/07 DRAWING No 07 -062 5 6 SHEET 17 OF 26 IIVJ I HLLM I -IV-IN Ur_ I HILJ" VIN tAIJI IIV,V YVVVU - I-UUI- LUIINUJ t VK W .i1V ULAUL MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105.0 psf. DESIGN LOAD 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 1/4"0-20x3/4" S.S. MACHINE 16) !—ll /1'R 0 /- SCREWS W/ 1/4 " -20 NUTS 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) R EXISTING MIN. 2 "x4" WOOD HEADER REQUIRED EXISTING MIN. SEPARATION GLASS TO GLASS (SEE SCHEDULE ON SHEET 12) EXISTING GLASS ---1 2 "x4" CONT. WOOD PLATE REQ'D.- ,II + /f !�. HV WALL HEADER INSTALLATION MIN. SE` TO GL!. (SEE SCHEDJL ON SHEET 12) 1 1( 3) M'* %%tAU WALL FINISH II R 1/4 "0 TAPCON W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) 1/2" MIN. CDX PLYWOOD REQ'D. EXISTING MIN. 2 "x4" STUDS 0 16" O.C. MAX. REQ'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. HV WALL SILL INSTALLATION x4" CONT. >00 PLATE REQ'D. 1" Min. --EQ EXISTING GLASS -1 \ OPTIONAL `WALL FINISH EXISTING MIN. 2 "x4" WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS ' (SEE SCHEDULE ON SHEET 12) L ON HV WALL HEADER INSTALLATION 11 II EXISTING GLASS nl MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1/1".:-20x3/4" S.S. KACHINE SCREWS W/ 1/4 " -20 NUTS* 0 12" O.C. OR@ III I I I I III EXISTING MIN. 2 "x4" STUDS ® 16" O.C. MAX. REVD. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. 1/2" MIN.! CD PLYWOOD REVD. WALL FINISII LE 1" Min. 1/4 "0 TAPCON W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) ® HV WALL SILL INSTALLATION EXISTING NOTE: 1 -SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. EXISTING 6 GLASS -4 11 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) WALL FINISH iv 12 OR 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD PLATE . (SEE SCHEDULE ON SHEET 16) aH 0 2 "x4" CONT. SILL PLATE REQ'D. ( HV WALL SILL INSTALLATION GLASS --11 11 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1/4 "0- 20x3/4" S.S. MACHINE SCREWS USING 1/4 " -20 NUTS ® 12" O.C. x 0 R15 OR 18 --EC/ 1" Min. 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA 0 MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 16) WALL FINISH 0 HV WALL SILL INSTALLATION F.B.C.(High Velocity Hurricane Zone) o8 -031 °' 07 • :12.771.:03-0/3 .ti Ir:A E:ue?.443.3 MIAMI —DADE COUNTY 1 P.E. SEAL /SIGNATURE /DATE • /iiEWZ1.\ TILLIT TESTING & ENGINEERING COMPANY 355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tiltecoOool.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lic. # 44167 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV' Accordion Shutter System REV. No DESCRIPTION DATE Drown by F.P. DATE: 03/31/07 2 3 4 DRAWING No 07 -062 5 6 SHEET 18 OF 26 WALL FINISH 4/1% 111t1 { EXISTING — @ GLASS I I EXISTING GLASS --J n r� 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 17) — OPTIONAL EXISTING MIN 2 "x4" HEADER REQ'D MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) IIVJ I /ALLA l Kill ut IAILJ U!4 tMMJ I IINCi WUUU -- .BUGS. FOR (fi) HV BLADE MAX, SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105.0 p f. DESIGN LOAD EQ EQ 1" Min. —EQ EQ 1/4 "0- 20x3/4" S.S. PHILUPS TRUSS HEAD MACHINE SCREWS W/ 1/4 " -20 NUTS ® 12" O.C. j III .257" 4 "x8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF Max. THREADED AREA TO EXISTING WOOD BEAM. (SEE SCHEDULE ON SHEET 16) Sa HV WALL HEADER INSTALLATION NOTES: 1 —SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) WAI L—. FINISH / 1" Min. 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA ® MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 17) 1/4 "0- 20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS W/ 1/4 " -20 NUTS © 12" O.C. 0 HV WALL SILL INSTALLATION 0 EXISTING LASS -J K' al �� or 13 or 15 nn MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) Pee HV CEILING INSTALLATION 'MIN. SEPARATION TO GLASS EXISTING --I (SEE SCHEDULE GLASS \� ON SHEET 12) ALTERNAT ANCHOR LOCATION © +LJ 2 "x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE 2" MIN. EDGE (IF APPLICABLE) _�— EXISTING WOOD z TRUSSES OR RAFTER 24" O.C. REQUIRED #14x3/4" S.M.S. 6" O.C. r 13 or 15 OPEN HOLE AT 'EACH STUD TO ACCEPT 5/16 "0 LAG SCREW AT CENTER OF TUBE. EXISTING w GLASS- MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) ®HV .CEILING INSTALLATION #10x3/4" HEX WASHER HEAD TEK SCREWS 12" o.c 1/4 "0 TAPCON W/1 1/2" Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) WO HV FLOOR INSTALLATION DGE OF DECK IF APPLICABLE PROOUL T F:.^.xzt'v1 0_0310.07 2013 s... -• ._ �! RE.'._li:t. . iCec.'.'�.i:i 4 .401 it—•:0 t; t C Qn €lck MIAMI —DADE COUNTY /1i[WZNC.\ „`- —� - '�TILLIT TESTING & ENGINEERING COMPANY 63 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tilteco®aol.com EB- 0006719 WALTER A. TILLIT .Jr. P. E. FLORIDA Ltc. fl 44167 k (r �I. 1UUi P.E. SEAL /SIGNATURE /DATE kN. SEPARATION TO GLASS - -)(SEE SCHEDULE ON SHEET 12) EXISTING GLASS -- EXISTING SOFFIT 3/4" Max. THK. 1'x4 "x1/8" CONT. ALUM. TUBE (6063 -T6 ALLOY) W/ (3)5/16 "0 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2" Min. PENETRATION OF THREADED AREA. VALID FOR INSTALLATIONS WITH 7.2psf MAX. DESIGN LOAD AND 9' -0" MAX. SPAN. THIS INSTALLATION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL. 1/4 "0 F.H. TAPCON W/1 1/2" M n. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) ® HV WALK -OVER INSTALLATION F.B.C. (High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. 2" MIN. 2 "x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAii, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 BERTHA HIV' Accordion Shutter System REV. No 1 2 3 4 5 6 DESCRIPTION DATE Drawn by: F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 19 OF 26 2 "x4" MIN. WOOD STUDS. (AS APPLICABLE) WALT FINISF EXISTING GLASS T MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1/4 "e TAPCON ANCHOR 0 6' O.C. W/ 1 1/2" MIN. PENETRATION INTO STUDS OR W/ MIN. 1/2" PENETRATION TO 1/2" CDX • PLYWOOD IF NO STUDS EXIST. 1/2" MIN. 1/2" MIN. CDX PLYWOOD. 10x1/2" S.M.S. 016 O.C. O°"®°" ®•® °® 10.Oa ®•O •//©��,,a-@-®-0.(14- ,(� END CONNECTION DETAIL EXISTING GLASS �-r TO GLASS SEE SCHEDULE ON SHEET 12)1/2• MIN 2 "x4" MIN. WOOD STUDS REQ'D. r 1/4 "0 TAPCON ANCHORS W/ 1 1/2" MIN. PENETRATION 0 12" O.C. Oa® ° ®• 7® ®0,10 •,�3ia 1o•®a©•®°,©•g- 0.0 • ©a .U•O�a ,-� , ®• 0B a ®•0a0•® END CONNECTION DETAIL 0 OS- 03/0•o? END ENSIALLATIONS V1) I-l-V BLAUE I-N 10 2- x4 MIN. WUUU 5 I UUS. 2 "x4" MIN. W000 STUDS REQ'D. 1/16 "x3' MAX: (6063 —T6) CONT. CLOSER• PLATE. (LOCATE 1 /2" AT EITHER SIDE MIN OF ®) /10x1/2" S.M.S. 016 O.C. SEE DETAIL X FOR SIDE CONNECTION TO TRACKS WALL) FINISH 1/2" MIN. CDX PLYWOOD. EXISTING GLASS • MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) ®•0 • ©°" ®• ®• ®°" O•®a1Q'•®°"O. ®w ®• ®a4D•Oa4•10 END CONNECTION DETAIL EXISTING GLASS 1/4'4 TAPCON ANCHORS #10x1/2" S.M.S. W/ 1 1/2- MIN. 016 O.C. PENETRATION 0 12" O.C. SIMMIIIMPORIN 1/2" MIN. 1/2" MIN. COX fi MIN. SEPARATION TO GLASS (SEE SCHEDULE 0 SHEET 12) WALL FINISH 2 "x4" MIN. W000 STUDS REQ'D. WALL FINISH 10 •05 °"O.0°"O• ©a ®•0 • ©°'0•0•®°" ®•®°"09•0°"0•05 END CONNECTION DETAIL 4,0( MIAMI-DAD COUNTY P.E. SEAL /SIGNATURE /DATE PLYWOOD - . 2 "x4" MIN. WOOD STUDS REQ'D. /// / //I -7 # \ / \ 4 \ / . OA / 1-. l \ EC: EC/‘ � -- 1/4 "e TAPCON ANCHOR 0 6' O.C. W/ 1 1/2" MIN. PENETRATION INTO STUDS OR W/ MIN. 1/2" PENETRATION TO 1/2" CDX • PLYWOOD IF NO STUDS EXIST. 1/2" MIN. 1/2" MIN. CDX PLYWOOD. 10x1/2" S.M.S. 016 O.C. O°"®°" ®•® °® 10.Oa ®•O •//©��,,a-@-®-0.(14- ,(� END CONNECTION DETAIL EXISTING GLASS �-r TO GLASS SEE SCHEDULE ON SHEET 12)1/2• MIN 2 "x4" MIN. WOOD STUDS REQ'D. r 1/4 "0 TAPCON ANCHORS W/ 1 1/2" MIN. PENETRATION 0 12" O.C. Oa® ° ®• 7® ®0,10 •,�3ia 1o•®a©•®°,©•g- 0.0 • ©a .U•O�a ,-� , ®• 0B a ®•0a0•® END CONNECTION DETAIL 0 OS- 03/0•o? END ENSIALLATIONS V1) I-l-V BLAUE I-N 10 2- x4 MIN. WUUU 5 I UUS. 2 "x4" MIN. W000 STUDS REQ'D. 1/16 "x3' MAX: (6063 —T6) CONT. CLOSER• PLATE. (LOCATE 1 /2" AT EITHER SIDE MIN OF ®) /10x1/2" S.M.S. 016 O.C. SEE DETAIL X FOR SIDE CONNECTION TO TRACKS WALL) FINISH 1/2" MIN. CDX PLYWOOD. EXISTING GLASS • MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) ®•0 • ©°" ®• ®• ®°" O•®a1Q'•®°"O. ®w ®• ®a4D•Oa4•10 END CONNECTION DETAIL EXISTING GLASS 1/4'4 TAPCON ANCHORS #10x1/2" S.M.S. W/ 1 1/2- MIN. 016 O.C. PENETRATION 0 12" O.C. SIMMIIIMPORIN 1/2" MIN. 1/2" MIN. COX fi MIN. SEPARATION TO GLASS (SEE SCHEDULE 0 SHEET 12) WALL FINISH 2 "x4" MIN. W000 STUDS REQ'D. WALL FINISH 10 •05 °"O.0°"O• ©a ®•0 • ©°'0•0•®°" ®•®°"09•0°"0•05 END CONNECTION DETAIL 4,0( MIAMI-DAD COUNTY P.E. SEAL /SIGNATURE /DATE PLYWOOD - . 2 "x4" MIN. WOOD STUDS REQ'D. /// / //I -7 # .y} : , WALL FINISH EXISTING GLASS MIN. SEPARATION TO GLASS .(SEE SCHEDULE ON SHEET 12) SEE DETAIL X FO SIDE CONNECTION TO TRACKS tit-G-®•0-0-0.0- ,o•®a ®•®a ®•O» ®.0 • 0-®•0•@.' ®• ®-,09•0-1@9•@5 . END CONNECTION DETAIL ® - ROME) OR �OR130R OR VIEW Y ,PLAN / IILIECOINc. IILLLIT TESTING & ENGINEERING COMPANY - 6355 N,W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 .'Fox : (305)871 -1531 e -moil: tiltec0000l.com E8- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 DETAIL X 1/2" MIN. CDX PLYWOOD. ♦uSE 1" OR 2' MAX. (AS APPUCA8LE)x2"x1 /8 "x0' -2' ALUMINUM CUP ANGLE (6063 -Te ALLOY) AT MIDHEIGHT (1) 110x1 /2" S.M.S. TO ®& (2)1/4'4 TAPCONS ANG4ORS. TO WALL AT 1" 0.C. (LOCATE AT ETHER SIOE OF ®) 2 "x4" MIN. WOOD - STUDS. (AS APPLCABLE) ALL FINISH EXISTING GLASS 1/2 fi I MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) SEE DETAIL X FOR SIDE CONNECTION TO TRACKS 0 O OR L..Y OR ©0R130R63OR© ALUMINUM WORLD, INC (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 ©a®°" ®•Oa ®a 10 .0— &@-@•@-©•@- ®•0 • @°"®•o•4i°" per ®•®°R0•© -@• END CONNECTION DETAIL 4 I• REQUIRED ONLY FOR SPANS GREATER THAN 12' -0" I F. B.C.(High Velocity Hurricane Zone BERTHA HV TM Accordion Shutter System N • DESCRIPTION DATE Drown by F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 20 OF' 26 00R0 clt 1 6 OR 140A—HVA ■ ' - HVB —HDB � ALTERNATE 34 NV6 —HOB I II LOCATION G I - HVC —HDC 34 i� P iy, n6 / ..." --* I I f... H C —H a NF y- w S 0 rn 1-- H J ¢ z d e' to Z 3¢ I P, o ALTERNAT FIVE-47_ LOCA1IDN , 2 I I ! SEE END CONNECTION DETAILS ON SHEET 24 TYP. FULL HEIGHT. (0-41 )4 14>'' > ® ►9>0> O OR ® OR © + O OR 10 + ODR @;15 UNLIMITED WIDTH TYPICAL 20 HV BLADE SHUTTER ELEVATION N.T.S. * NOTES ON HD LOCKS AND CENTERMATES: 1. MANDATORY CONDITION # 1; ONE 34 H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, (31 OR 3?) 33 AND AT ANY ELEVATION. 34 .D. LOCK MAY BE USED AS AN INSID OR OUTSIDE LOCK, ATTACHED TO 33 HEAVY DUTY SYMMETRICAL CENTER ATES• WITH (3)- #8 -x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING RODS 35 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION # 2: LOCATION OF 34 H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS -UP TO 105 ". 34 H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" ROVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER TH-AN 105 ", 34 H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. F.B.C.(High Velocity Hurricane Zone pile- Ot T MIMED 310.07 2 o13 ci. :th th3 FL • <1G8 ra:,`.::ct Couto! MIAMI —DADE COUNTY 0 r' P.E. SEAL /SIGNATURE /DATE /HIM E INC. TILLIT TESTING & ENGINEERING COMPANY 63 N.W. 36th. St.. Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871 -1530 . Fox : (305)871 -1531 e —mail: tiltecoaaot.com EB- 0006719 WALTER A T1 W T Jr. P. E. FLORIDA Lic. # 44167 66 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV' Accordion Shutter System REV. No DESCRIPTION DATE Drawn by F.P. DATE: 03/31/07 2 3 4 DRAWING No 07-062 5 SHEET 1 OF 26 CONCRETE REQUIRED VVrvVt <tit ANUHUhtS- (SEE SCHEDUL -E ON SHEET 76) 1/4 "0.- 20x3/4" S.S: MACHINE SCREWS USING 1/4 " =20 NUTS © 6" O.C. EXISTING � GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) HD WALL HEADER INSTALLATION EXISTING GLASS{ MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) OPTIONAL I I I D POURED CONCRETE WALL REQ'D. EC) E Min CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) III ii 3 1/4"0-20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS USING 1/4 " -20 NUTS 0 6" 0.C. EE HD WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: 1- SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. EXISTING GLASS POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) EDGE OF SLAB IF APPLICABLE • N MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) HD CEILING INSTALLATION • EXISTING GLASS —I OPTIONAL MIN. SEPARATION — TO GLASS (SEE SCHEDULE ON SHEET 25) #14x3 /4" 1-EX HEAD TEK SCREWS 0 3" 0.C. OR 1/4 "0 -201 S.S. M.S. W/ NUT ? 3" O.C. r if r NH CONCRETE ANCHORS — (SEE SCHEDULE ON SHEET 26) :fretrinErj POURED CONCRETE REOUIRED FF HD RAINGUARD INSTALLATION I* E. D. m EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 26) PRODUCT :".:EN W€2 frIved-a ft: ;::; , :.... .. +: d,8- OT/ 0 • 07 .4 N EXISTING GLASS EDGE OF SLAB IF APPLICABLE MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) EXISTING GLASS POURED CONCRETE REQUIRED EDGE OF LAB IF APPLICABLE FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) HD TRENCH 'INSTALLATION EXISTING GLASS #14x3/4" HEX WASHER HEAD TEK SCREWS 0 6" 0.C. © +o MIN. SEPARATION TO GLASS "'t(SEE SCHEDULE ON SHEET 25) ALTERNATE ANCHOR LOCATION rn 1 EDGE OF -4 SLAB IF APPLICABLE POURED CONCRETE REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) EDGE OF SLAB IF APPLICABLE POURED CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) HD WALK —OVER INSTALLATION #14x3/4" HEX WASHER HEAD TEK SCREWS 6" 0.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) E.Q. 1/2" E.Q.• J E. D.• E. D.* GG HD FLOOR INSTALLATION INSTALLATION DETAILS W/ Q HV BLADE SCALE: 3/8"=1" EDGE OF SLAB IF APPLICABLE !: f7tEJZP7t. SE r AEI: FLr, it24` 4 i..v:•7tik MIAMI -DADE COUNTY h "1 lri� JJ. P.E. SEAL /SIGNATURE /DATE /Mord 43"...."' INC. T�1U�IT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tiltecoaaol.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lic. > 44167 ALUMINUM WORLD, INC. (AssA # 167) 4401 EAST 10 AVE HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 F.B.C.(H-igh Velocity Hurricane Zone) © 2003 EAS i ERN METAL SUPPLY, -INC. BERTHA HV' Accordion Shutter System REV. No 1 2 3 4 5 DESCRIPTION DATE 6 Drawn by: F.P. DATE: 03/31/07 DRAWING No 07-062 22 OF 264 JCC Ci\V TV Mt.*. OUT VVi \1 \LVtIVt\ IJL.iMIL..J VF JIILLt LT 90' IN EXISTING GLASS ® OR ® OR © +l v �10 +. OR1 + 15 0 * SEE NOTES ON LOCKING RODS ® & HD ® LOCKS ON SHEETS 21 EXISTING GLASS INSTALLATION - HV BLADE SEE END WALL CONNECTION DETAILS ON SHEET 24 -5 2 "x2 "x1/8 "x0' -2" (6063 —T6 ALLOY) ALUM. ANGLE W/ (2) 1/4 "t6 TAPCON ANCHORS TO CONCRETE (TOP /BOTTOM) & (4) #14x1/2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) #14 x 3/4" S.M.S. ® 12" o.c. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) (4) N.V. PINS (TYP.) IN 6 1/2" (4) H.V. PINS (TYP.) 1 /2' R 32 ® OR ® OR © + l / )OR� 10 + 15 ORII t'S1 + \J HVA —HDA 31 OR 32 r EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) IN (OPTIONAL) HVB —H D B SYMMETRICAL HD CENTERMATES W/ 4* LOCK (EXTERIOR) OUT -35 (OPTIONAL) HVC —HDC SYMMETRICAL HD CENTERMATES W/ OD* LOCK (INTERIOR) ® OR ® OR © + ® OR 10 +15OR18+1® OUT 6 1/2" MAX. SLACK HVD —HDD — CONCRETE /ANCHORS CAD 16" O.C. J POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED HVE —HDE F.B.C.(High Velocity Hurricane Zone) Mtge I"D,Et`3no vi*. F z' t n :: _......d o3)o• o7 .. '.S?.. 7/o./ 'o 13 • Ct 0704 4O • MIAMI -DADE COUNTY /ThiEINC.\ TILUT TESTING & ENGINEERING COMPANY A t •,ei P.E.' SEAL /SIGNATURE /DATE N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA. 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tiltecoaaol.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lic. # 44167 © 2003 EASTERN METAL SUPPLY, INC. ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 BERTHA HV' Accordion Shutter System EV. No 1 2 DESCRIPTION DATE 3 4 Drawn by: F.P. DATE: 03/31/07 DRAWING No 07 -062 5 6 SHEET 23 OF 26 CONCRETE ANCHOR ® 16" O.C. (LOCATE AT EITHER SIDE OF ®) { 1/2" MIN. #14x1/2" S.M.S. 0 16" 0.C. ruur«.0 cur 'lLrccIr -vrc CONCRETE BLOCK WALL REQUIRED 1 EXISTING GLASS M N. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) t® OR ®ORIC]1 +1,/)OR END CONNECTION DETAIL 0 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS OR CONCRETE "BLOCK WALL REQUIRED EXISTING GLASS –5 1/16 "x3" MAX. (6063 –T6) CONT. ALUM. CLOSER PLATE. (LOCATE AT EITHER SIDE OF ®) #14x1/2" S.M. ® 16" O.C. 1/2" MIN MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) SEE DETAIL X FOR SIDE CONNECTION TO TRACKS MIN SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25J ®0R ®+ 15 END CONNECTION DETAIL END CONNECTION. OR CONCRETE BLOCK WAIL REQUIRED EXISTING GLASS i MIN. SEPARATION • TO GLASS (SEE SCHEDULE ON SHEET 25) SEE DETAIL X FOR SIDE CONNECTION TO TRACKS \J OR 9 + OR OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS • USE 1" OR 2" MAX. (AS APPLICABLE)x2 "x1/8 "x0' -2" ALUMINUM CLIP ANGLE - (6063 -T6 ALLOY) AT MIDHEIGHT- (1) #14x1/2" S.M.S. TO ®& (2)1/4"0 TAPCONS. ANCHORS TO WALL AT 1" 0.C. (LOCATE AT EITHER SIDE OF ®) L® +OORO OR® + OR DETAIL ® END CONNECTION DETAIL (I3 . POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) P 't'i 3C.T i'ti.F.NEW�3 : o$- 510•o7 rd's..... _. PRODUCT ccmi.:Y="- wr i..he Florida „S 07 —a4_; 1 „!or CirlIWZA MIAMI -DADE COUNTY 11 (11 + t l '11 0R 11 ?SI + O END CONNECTION DETAIL 0 P.E.- SEAL /SIGNATURE /DATE SEE DETAIL X FOR SIDE CONNECTION TO TRACKS MIN. SEPARATION TO GLASS (SEE SCHEDULE • ON SHEET 25) ® +®% OR ®OR (D +COR + o END CONNECTION DETAIL CD I• REQUIRED ONLY FOR SPANS GREATER THAN 12' –O" VIEW Y DETAIL X END INSTALLATION 2� HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. /1NC.\ TILLIT TESTING &- ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tilteco ©ool.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. ii 44167' ALUMINUM WORLD, INC. (AssA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 F. B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System REV. No 1 2 3 4 5 DESCRIPTION DATE Drawn by: F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 24 OF 26 A MAXIMUM SHUTTER "L +" OR "L -" INSTALLATIONS W/ SYMMETRICAL N _;MIT 31 SPAN (ft.) *K OR 32 & NO 35 • W/ ONE HD el LOCK LOCKING 'IDS MAXIMUM • DESIGN LOAD (P.e.f.) (+ OR —) POURED CONCRETE INSTALLATIONS ALL MOUNTING CONDITIONS L + (ft) L - (ft) 30 OR LESS 15' -5" 18' -0" 35 14' -10" 18' -0" 40 14' -4" 17' -10" 45 13.-11" T7' -6" 50 13' -6" 17' -0" 55 13' -3" 16' -10" 60 12' -11" 16' -2" 65 12' -8" 15' -6" 70 12' -6" 14.-11" 75 12' -3" 14' -5" 80 12' -0" 14' -0" 85 11' -10" 13' -7" 90 11' -6" 13' -2" 95 11' -3" 12' -10" 100 10' -6" 12' -6" 105 10' -0" 12' -2" 110 9' -6" 11' -11" 115 9' -1" 11' -8" 120 8' -9" 11' -5" 125 - 11.-2" 130 - 10' -11" 135 - 10' -9" 140 - 10' -5" 145 _--.. 10' -4" 150 - 10' -2" 155 - 10' -0" 160 - 9' -10" 165 - 9' -9" 170 - 9' -7" 175 - 9'_5" 180 - 9' -4" 185 - 9' -2" 190 - 9. -0" 195 - 8' -9" * NOTES; (1) L +: MAXIMUM ALLOWABLE SPAN FOR- A GIVEN POSITIVE DESIGN LOAD. L -: MAX. ALLOWABLE SPAN FOR A- GIVEN NEGATIVE DESIGN LOAD. (2) -PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR /CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L +" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L -" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L +" AND "L - ". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS- IN BETWEEN WALL W/ FLOOR /CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: Li += MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 += MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Li -= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 -= MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L1 +", "L2 + ", "Li -" AND "L2 -" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM DESIr•; LOAD TO DETERMINE MAXIMUM ANCHOR Sp ". :,NG. C2) HV BLADE • SEPARATION TO GLASS REOUIREMENTS MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3 ". INSTALLATION LEGEND SUBSTRATE MOUNTINGS POURED CONCRETE (SHEET 22) WALL MOUNTING M & EE FLOOR/CEILING MOUNTING .. GB, CO, DD, FF & GG PrielXICT MA ,08 -031 o. 07 l ; ' lc : A :.. 057/ 0,/.,2013 • _.;_.. .=:. -07 Y4.o( MIAMI -DADE COUNTY P.E. SEAL /SIGNATURE /DATE /1iTFN\ TILUT TESTING & ENGINEERING COMPANY 55 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1-530 . Fox : (305)871 -1531 e -moil: tiltecoCool.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lic. # 44167 ALUMINUM WORLD, INC. (AssA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 F.B.C. (High Velocity Hurricane Zone © 2003 EASTERN METAL SUPPLY, INC. BERTHA HIV TM Accordion Shutter System EV. No DESCRIPTION DATE Drown by: F.P. DATE: 03/31/07 2 3 4 DRAWING No 07 -062 5 SHEET 25 OF 26 4 MAXIMUM DESIGN PRESSURE RATING (p.s.f.) AND ANCHORS SPACING LEGEND CORRESPONDING MAXIMUM ANCHOR* SPACING (in.) SCHEDULE ACTUAL E. D. T'PGON FOR A GIVEN MAX, SHUTTER SPAN, MAXIMUM DESIGN LOAD AND CRETE –FLEX SS4 MIN. SPACING – 3" A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS 0.66 MAXIMUM SPAN (ft) POURED CONCRETE • ALL MOUNTINGS M THRU .G.G (SHEET 22) , USE MAXIMUM VALUES BETWEEN POSIWE AND NEGATIVE LOADS 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 8' -9" OR LESS 8" , 4 1/2" 3 1/2" 2 1/2" — 11" 6 1/2" 4 1/2" 3 1/2" • 3" >8' -9" UP TO 12' -1" 6" 3" 2 1/2" — — 8" 4 1/2" 3 1/2" 3" — >12' -1" UP TO 18' -0" 4" 3" 2 1/2" — — 6" 4" 3 1/2" — — *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATES 1. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO. EXISTING POURED CONCRETE: (Min. f'c = 3.350 ksi) – 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. – 1 /4 "o CRETE –FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO TEXTRON. NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR CRETE –FLEX SS4 ANCHORS IS 1 3/4 ". A.2) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS -AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (C) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACJNG FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE FOR 1/4'0 TAPCON AND 1/4 "0 CRETE –FLEX SS4. FOR E. D. LESS THAN THE ABOVE MENTIONED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. THIS OPERATION IS ONLY ALLOWED IF REDUCED SPACING OBTAINED USING FACTOR IS NOT LESS THAN MINUUM SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL E. D. FACTOR CRETE –FLEX SS4 1/4 "0 TAPCON MIN. SPACING – 3" MIN. SPACING – 3" 2 1/2" 0.66 0.66 2" 0.50 _ 0.50 'J HV BLADE P VC T RE.INEW'c 0$- 0310.07 670¢8.01 '��: . ...w ✓L C.:l..�.1't15 MIAMI -DADE COUNTY -P.E: SEAL /SIGNATURE /DATE /ME c TILLIT TESTING & ENGINEERING COMPANY 5 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fox : (305)871 –.1531 e –mail: tilteco ©aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. 44167 ALUMINUM WORLD, INC (AssA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 F. B.C.(High Velocity Hurricane Zone © 2003 EASTERN METAL SUPPLY, INC. BERTHA MI' Accordion Shutter System •EV. No DESCRIPTION DATE Drawn b : F .P. 2 5 6 DATE: 03/31/07 DRAWING No 07-062 SHEET 26 OF 26 FLORIDA ENERGY EFFE IE CY CODE FOR BUILDING CONSTRUCTION FORM 600C -o1 Residential Limned Applications Prescriptive Method C SOU1H T 8 9 Stee Agdillans. Renovations ti &San Swum CeigemsseAtteitdespesciterkehasseadertyCessestedseassmayesissdeeseX001 baddessdeasseeketarlassIsisekdovaceastanasiesrauszesed Fo n mlC&u • PROJECT Nf. AND ADn stit II ill 11.1Tfiiir-ors irr- t -3%r a 1,�+ ll; l ow$E1b lig- 124 filiktic F.. fr, �.,rrrr .� Yr • 7014100 MZ7NtIS Mapasittarlset tedieds* Assiperapiesseateastal4,102vaireageopybleoespuseeftsaMetenatotesdatalSeep ResourbsovaSssludistaagesipasteSitsyksessietessaolysbouqukavalsessloskseastesselhsasessolskkgissaalbergeSboattesadateeseues. E agesigavadteeasysassessidlselspeassallesetespezesdrOsseassidelses ee SAS* AsseVsategdrsmesrittaleslt4edertagiyagy egipreatba9 ety astonredbypbiost sp en d 1. Renovation, At t, Hes System or Manufactured Home 2. Single fandly detached or Stultliantliy attached 3. N MUM/wily—No. of unite covered by Otis submission 4. Conditioned floor area (sq. ft.) S. Pr ease overhang (!c) f£ Glass area and type: a. gear mss b. Tint, Om or sake. screen 7. Percentage 04 gar to floor area O. Floor type and Ana on: a. Stab -on -made (R) b. Wood. raised (R) c. Wood, common (R-valtie) d. Concreae. raised (R -vale) 0. Coned, commas (R ue) 9. Wan type and insulation: a. Exterior_ 1. f my i R-value) 2 Wood bane (Ineukdkei FFvaloe) b. Attcent: 1. Masonry Onsulatkin Ft-value) 2. Wood frame pnsuta an R- value) c. therkge Wye of Nullipte Unite" (Yes o) 10. Cetling type and . a. Under attic Onstdadon Rrvaluej b. Single assembly (Insulation R-value) 11. Cooling system' (Tye central, ream Unit pa[daage tenrba1•• ask ems. none) 1. t DD t 3. 4. 5. Please Prom ea. R= VA lin. ft. Mx Rs sq. ft. 8c itta , sq. R 8d. Riet 4cj: Be. R= eq. n 12. Heating system': Mess ftest pte9R mac. strip. Meal L'- gas. essb.p.. roan or MAC. misfire, ice) 13. Air Dis l*1on `: a Bow damper or'efr a ptct gasy ' (YeslNo) b. Mobs on marriage walks sited` (Yes1No) 14. Not water system: (t el', eater. ems. no n3) • • Pee * meted amponeras. 1/1■10 NEON. Reriaw aliens aad WM ale Roads ineedea es MOMS OMMOu.: FLORIDA 8U (Revised Nov mner,;eo l) Canute Zones 7 a 9 TA®.E6C4 :F Ftel SNAIL AMMON Se.R.Ind 114 RENOVARDSIO ElORING ORONO ARDSREOROUEOCOIWONIROSOF 111OUFACRIMEDIORS. RIMIRDS disrAUS1 002100)1011 MAUR 21210211011 Comma Nock Frame 2 x4` Frame, 2`x 8' Frame y 4.1 R-10 R -11 0.3 INSEURIM INSTALLS Under ludo Single Assembly: Enclosed Metal Pans AssembiN O 040 Reload Vinod Raised Commie Common. Frame 140Whom *11 0.5 R-11 P114 >s unconetioned space in cont0kmad space 04 Ho solaimum lrP.�/'A 1 Central A/C- Sp'b 'atEle Room41nbor PTAC SEER to 10.0 SEER = 9.7 EER = 11.5' Eleatic Resistance Haat pump -SpS grogePbe- Room UMW PTHP flak nabsel or propane Fuel Oil Elect* Resisomos Gag Natural or LP. Fuel OH TABLE FOR GLASS AREAS OIADDOR.Y to (M.ASS TYPE, tE)TO03% ANY HSPF HSPF COP = 2.7- ARUE ARM EF SEER SEER = EER = .78 .88 .54 gF =. EF szt •ea ea,ea AND S O L A R HEAT G IN COEFFICIEHT MOWED FMCLASS P AR, EALLMS!) I PTO3O% UP TO - UPTOEWA Melds Double •:. _ ..:Ci I II I Z,..C; +:. N.:f. . ..4i •I. .:-.,c--. c. ,.ic'. •1. .... E. Ji.i GY �± 1 -.87 0 -30 2; .87 1:78 3 -.67 2 -78 4 -.17 3 -38 1 ..75 2-.78 1• 61 3=.78 2• 81 0-S7 1 -.57 01- Ad 2 -.67- 1 =.d4 0-.3a . 1--.39 i a: 0 --75 0 -�1 GM earned from dm marettactmer or use defaults *vie deer SHOO =IX do:Mac =38, and EA SHOO ZI35. • ::a_ ?tit= "' =ski l trr+�.± 3 i c ..l G Vlli 1 I. ._11 E!'. ou Cvatedveto* A - -- – .__._ IMMO ale .: • . • • , 411000(..,, =• FYI:,! DI Corebustionspace unti wNw. beeikg system must be prodded walk amide combustion air, all Comply atb efficiency requirements in Ude 642. 8katebor doady aa dfipUt breaker (eleafirto) �C..1, ti mwastFans Weer Hob os i dem voided to seam shall havadat .esaeptfor41aabusialn La 610.1 807.1 & boated poob must ttaareasse i (Mimi =Wheeled). muss base Sow rxaetbene ledtonommede1+2.6< 1 duMe. Mims. medemicat abutment =d m stramberesbal be noweiredoelly a ed. aesfiedS, knegeted end Mewed iaescordertrew*lhe mitena at$adan610.1. Webb aides must be Seeman. made/ esemsbie manned Gramm* Monsoons for each • - rig Gill GERESALEMICIM i< alteneenibesessesfedeownweenng. hRe enem mater deeknenc*crodadak tai 4.0011160SIERS.Conermemenemsbinnisi0nennomod- Seeldisetsbkoodememendanboaphildpipt 7. iasddsnant�e Eadroo meatmaape t� (Revised Navamber, 2001) F1ARWA 6WLD21G CODE —