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WS-15-1375Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Applicant 520 NE 102 Street 1132060171060 LYNN FRANZOSA Miami Shores, FL Block: Lot: Owner Information Address Phone Cell LYNN FRANZOSA 520 NE 102 ST MIAMI SHORES FL 33138-2455 Contractor(s) Phone Cell Phone THE HOME DEPOT AT HOME SERVIC 954-979-2137 e of Work: of Openings: 2 litional Info: ssification: Residential inning: 4 Fees Due Amount CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Permit Fee $120.00 Scanning Fee $12.00 Technology Fee $1.60 Total: $139.20 Valuation: $ 1,129.00 Total Sq Feet: 00 Pay Date Pay Type Amt Paid Amt Due I Invoice # WS -6-15-55874 06/16/2015 Check #: 11135 $ 139.20 $ 0.00 Available Inspections: Inspection Type: Shutter Final Shutter Attachment Review Building 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 info i accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above a ��co or to do the work stated. Authorized Signature: Owner / ContraAor^ Agent June 16, 2015 Building Department Copy June 16, 2015 1 Miami Shores village j�)_G#9-3rsI C1411 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 JUN 0 5 2015 FOC 20 /10 BUILDING Master Permit No.�� PERMIT APPLICATION Sub Permit No. KBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 10B ADDRESS: SQ b ME 10'Z S" r City: Miami Shores County Miami Dade Zip 33I 3Ir Folio/Parcel#: 1 L ' 32D% 'o j 1 -y ic:>4 O Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Address: 52r0 1�* % City: rn a_" i cnpgOs State: T c(4 PA zip: 33 ► 3 8' Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: rp(T1�,rhbM�561WIC,Z Phone4tAN-336702t Address: 1/690 6 rh$iG'"i(,t•i;,,d Q!4 3'liU City: 1 1 State: Zip: 3835 Qualifier Name: _ BI►Mslt, Phone#: State Certification or Registration #:tlm8" Certificate of Competency #: DESIGNER: Architect/Engineer. _ Phone#: Address _ City: State: Zip: Value of Work for this Permitstt i $ . i 1� 1 2 1 Square/Linear Footage of Work: ype of Work: 0 AddGtion jiteration ID New ElRepair/Replace ❑ Demolition )A Descr t m,ofWork: .r,,-_.-,b$N% lJL It147i h (.ATr7%-,J -n_ 1.1- eLA_j .,_Pw 6b1.1Ln Specify color of color thru tile: c Submittal Fee $ Permit Fee $ jZO. 00 CCF $ co/CC $ _ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ DBPR $ Notary Double Fee $ Bond $ t tJ t - 20 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip M 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. d 0 Signatur Signature7WWW Ir OW r AGENT CONTRACTOR The foregoing instrument was acknowledged before me this Z'• b day bf �f� , 20 � > by ixhn pcdnpt_ S u who is personally known to me or who has produced ds -a 6!t�s b",71CAE.�, as identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this `I day of U 20 by &'hJtt, 1 A1, o is persona n to me or who has produced _ identification NOTARY PUBLIC: Sign: _•'i°`ter t Notary Public - State of Florida • Sign:_ Print: , S��l, r�b�;��AU / f BMW through NNonal Notary Assn. Print: Seal * ******* eis's"" APPROVED BY SETH HOBAN SANFORD Seal: MY COMMISSION #FF162629 EXPIRES September 23, 2018 as no a ton•oam. MARIUSKA MORALES p4'`�� _•'i°`ter t Notary Public - State of Florida • Commission # FF 220108 My Comm. Expires Apr 13, 2019 •• ess BMW through NNonal Notary Assn. i t' Plans Examiner Zoning c..-......-1 vo. i—, Merl, n Hurrican2 MCO .9)'�IFa b r i c I 1505 Poinsettia Dr Suite H-3 Delray Beach, FI 33444 Date s V$ 1001:5 To: 5W NE l02 -rd 5T Hurricane Fabric, LLC is the Dade County Notice Of Acceptance Holder for: PRODUCT Astroguard Acceptance No. 12-1004.02 Exp. Date October/20/2015 This letter authorizes The horny c66 Z &Mi"sk? the above named product at the following job site: 6V NE 102nd sT A41041 M 3313? Than Yo Scott Purcell Hurricane Fabric, LLC JOB# 8303104 Build Height 15' THE -HOME DEPOT AT HOME SERVICE SHUTTER INFORMATION SHEET Type Of Anchor Specified Name: Franzosa 1/4 TAPCON Type Of Construction Poured Concrete No. Open. Shutter Type P/ A/ W Shutter Product Approval No Shutter Length or Spam Vertical Opening Size Zone Edge Distance Opening Design load (+) (-) Glass Distance Separation Shutter Mounting Detail Anchor Spacing Shutter Anchor Spacing Width Height Horizontal IN IN Mounting TOP TRACK Detail BOTTOM TRACK 1 fabric 12-1004.02 90 Vertical 42 84 4 3" 40.1 43.4 14.5 wall mount 10 wall mount 10 2 fabric 12-1004.02 90 Vertical 35 84 1 4 1 3" 40.1 1 43.4 1 14.5 wall mount 10 wall mount 10 NOTES: •• •• ••• • . . • . . . . . *1* . . • • • • • • • • • • • •• •• • • • •• •• �- a u� �50 np��i0��® '5Y `r r DEPT ��pERA1- -1E �T 1 G CC;f�1?t tFNCE WIT" EGU��ONS ®6 0 May.28.2015 10:00 PM PAGE. 9/ 12 . . . . . . . . . . . . . .. . . . . . . . , � ..:...:..;.';.... .,•. 0000....... �.. ,� �j •�'�. .� 0000. .�.,..' ......:....... �;�, ::,::::., 0 .. . :........�..........:..: � � LU k � 0000.,: 0000 t� .,.., ...';" 000,,0..•-' ............... -t"n d� 0,000.. ..�...........,.. . •'.. . . . . . . of . 0000.. 0000 . . . . . g•••• • x 0000 x 0000. CC 0000.. ................................ .. ................:: X ............. ,.......,.." ................_....... ..............._......... x x • X , >c •x 0000.. 0000.. 0000.. 0000. 00.00 0000•• • 0000.. 0000.. FLORIDA BUILDING CODE 2010 - ASCE/SEI 7-10 - WIND LOAD TABLES -170,176 mph - Enclosed Building with mean roof height less than or equal than 60 Feet - EXPOSURE C AND D - LOAD FACTOR: 0.6 INCLUDED WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positivel Negative Positive Negative z4 & z5 z4 z5 z4 & z5j z4 z5 z4 & z5 z4 z5 0-15 34.6 1 37.5 46.1 37.8 41.0P62.2 16-20 36.8 39.8 49.0 40.2 43.6 21-30 40.0 43.4 53.4 43.7 47.4 31-40 42.5 46.1 56.7 46.5 50.441-50 41-50 44.6 48.3 59.4 48.7 52.8 51-60 46.3 1 50.2 61.8 1 50.6 54.9 1 67.8 LOCATION EXAMPLE BR❑WARD COUNTY, PALM BEACH AND OTHER C❑UNTIES WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative Positive z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 53.6 16-20 39.0 42.2 51.9 42.6 46.2 57.0 21-30 42.4 46.0 56.6 1 46.3 50.2 62.1 31-40 45.1 48.8 60.1 49.2 53.4 65.9 41-50 47.2 51.2 63.0 51.6 56.0 69.1 51-60 49.1 53.2 65.4 53.6 58.2 71.8 LOCATION EXAMPLE MIAMI-DADE COUNTY WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 I z5 z4 & z5 z4 z5 -15 42.0 45.5 56.0 45.9 49.8 61.4 -20 44.2 47.8 58.9 48.2 52.3 64.6 -30 r41-50 47.4 51.3 63.1 51.7 56.1 69.3 -40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 51.8 56.1 69.0 56.6 61.3 75.7 -60 53.4 1 57.8 71.2 1 58.4 1 63.3 78.2 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES GENERAL NOTES: 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS. WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2. PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANABYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family dwellings. For building <= 3011 exposure B prevails in the upwind direction for a distance greater than 1500 IL For building > 30ft exposure B prevails In the upwind direction for a distance greater than 2600 It or 20 times the building height, wichever Is greater. Based on the FBC- HVHZ, use Exposure C when building Is located In Exposure B 5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 30', open country and grasslands. Exposure C will apply when exposure D and B do not apply.• • • • • • • • • • • • 6- EXPOSURE D (Section 98.7.3) - Flat, ung ,stn�t:te�t a§mCaro water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the building height, whichever is greater • • • . • • • • • • • • 7 -BUILDING CONSIDERED ENCLOSED • gl fte s&l 6e WWact resistant glazing or protected with an impact resistant covering. 8- ULTIMATE WIND SPEED •- V=ffl APH, 175 MPH 9- TOPOGRAPHIC FACTOR Kzt=1 - (FLAT TERRAIN) 10- DIRECTIONALITY FACTOR Kd =.85 (Wind Diregtionatily Fjctor) • 11- TRIBUTARY AREA: 1 i 89F • 0 • • • • • • • • 0 0 12- EDGE STRIP (a): TheisaIler of 10% ot•tFie leot jbri;pn1&6s4mcjsian or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 R . • • • • • 000 0 ••• • •• • WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 I z5 z4 It z5 z4 z5 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 52.8 57.2 70A 57.6 62.5 77.1 41-50 54.9 59.4 73.1 60.0 65.0 80.2 51-60 5 6. 6 r 61.375.5 61.9 67.1 82.9 LOCATION EXAMPLE MIAMI-DADE COUNTY Roof Slope �IHEIGHT �a*h� r8w� Iz Za I I Z4 I 51 <h) I ZS MEAN ROOF a<=BWx0.1 ora-hx0.4 BW less or equal than BL a must not be less than a=3feet or a=0.04xBW ENG CO,rfC. Engineering Services - CA 8116 0 5585 Orange D 201 DAME - FLORID 33314 Tel: (954) 585-0 4 E-mail: Eng OL com MAY 1 9 2015 PEDRO DE FIGUEIREDO PE52609 NOT VALID W/OUT SEAL 12/)2/2014 M IAMbDADE MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SSV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 P (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) vnvw.miamidade.govleconomy Hurricane Fabric, LLC 1505 Poinsettia Drive Suite H-2&3 Delray Beach, Florida 33444 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid atter the expiration date stated below. The Miami -Dade County Product Control Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: "Astro Guard " Flexible Wind Abatement System APPROVAL DOCUMENT: Drawing No. 12 -HFC -04, titled " Astro Guard Wind Abatement System ", sheets I through I I Of 11, prepared by Engineering Express, dated July 16, 2012, last revision dated March 22, 2013, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, Delray �etteli,.FL and the following statement: "Miami -Dade County Product Control Approved", unless otker%yisp noted ttHPdin. • RENEWAL of this NOA shall be considered after a renewal application has been filed arid'there has bgejt rt§ 0 0 0 0 : 0 00 change in the applicable building code negatively affecting the performance of this product00.. 0 •... TERMINATION of this NOA will occur after the expiration date or if there has been a reivWan or chperge fq the 0 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsament of dtl3 0 09:9 0 • product, for sales, advertising or any other purposes shall automatically terminate this N00r lVilpre to 04p0ly 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, i toad and fpllotitred by ...... the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, Wcon it shall �; be done in its entirety. 0000 ; • • • . • ' INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distrib5tor's and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-0607.02 and consists of this page 1, evidence submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Hrelmy A. Makar, P.E., M.S. CAMMADECOU / f NOA No. 12-1004.02 Expiration Date: 10/20/2015 Approval Date: 04/11/2013 Page 1 Hurricane Fabric, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 10-0607.02 A. DRAWINGS L Draiving No. 09-0408, titled " Astro Guard Wind Abatement System ", sheets I and 2 of 2, prepared by MEA Engineers, Inc., dated May 04, 2009, last revision #2 dated September 22, 2010, signed and sealed by John H. Karnpmann Jr., P.E. B. TESTS L Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of Astro Guard Hurricane Fabric Flexible Hurricane Wind Abatement System, prepared by Fenestration Testing Laboratory, Inc., Report No. 08-541, dated January 13, 2009, signed and sealed by Jorge A. Causo, P.E. C. CALCULATIONS L Comparative Analysis and Anchor calculations dated Januaty 8, 2009, 10 pages, prepared by MEA Engineering, Inc., signed and sealed by John H. Kamprnann Jr.,P.E. 2. Comparative Analysis and Anchor calculations dated September 11, 2010, 8 pages, prepared by MEA Engineering, Inc., signed and sealed by John H. Kamprnann Jr.,P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Fabric specifications. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Dra►ving No. 12 -HFC -04, titled" Astro Guard Wind Abatement System ", sheetS T ' . through 11 Of 11, prepared by Engineering Express, dated July 16, X0102,Jast revision .000000' 0000 dated March 22, 2013, signed and sealed by Frank L. Bennardo, P.L•, on Zl4arc,23, : 0000.. 2013. •••••• 0000.• 0000.. 0000 0000 080' ' 0000' B. TESTS ' 00800 .. 0.. a 00 00 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Tes! wd Vnifowue • 0000. . Static Air Pressure Test ofAstro Guard Hurricane Fabric Flexible F1urf icane Wind e' Abatement System, prepared by Fenestration Testing Laboratory, 4.,OReport No. 906999 10-541, LAB #6359, dated September 11, 2012, signed and sealed by Madin D. %008.80 • • • Brinson, P.E. • • 0 000 • 0000.. 0 0 00 t l�rhy A Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-1004.02 Expiration Date: 10/20/2015 Approval Date: 04/11/2013 E-1 0 Hurricane Fabric. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Test report on Large Missile Impact Test ofAhaninum Storm Bar, prepared by Fenestration Testing Laboratory, Inc., Report No. 12-541, LAB #6384, dated July 11, 2012, signed and sealed by Marlin D. Brinson, P. E. C. CALCULATIONS 1. Comparative Analysis and Anchor calculations dated September 26, 2012, 56 pages, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P. E. D. QUALITY ASSURANCE I. By Mia►ni-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. Fabric specifications. 6.66 • 6666 6666.. • • • 6666.. •• • 6666.. 680.00 000666 6666 6666 ' ' • • 6666 6666 . ...e 6 06:0* ..• . 006660 000000 • • • • � � ...666 66.6.. • • • • .6666. 0000 .00 • 6 Hel&J A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-1004.02 Expiration Date: 10/20/2015 Approval Date: 04/11/2013 E-2 ASTRO GUARD WIND ABATEMENT SYSTEM GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 201, 202 AND 203 TESTING STANDARDS. 2. NO 33-1J3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd -1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 2010 FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE 7. THIS SYSTEM IS INTENDED FOR USE ONLY DURING WIND STORM EVENTS. WHEN NOT IN USE, PRODUCT SHALL BE PROPERLY STORED AWAY FROM PROLONGED EXPOSURE TO DIRECT SUNLIGHT OR OTHER WEATHERING CONDITIONS. 8. UNLESS OTHERWISE NOTED HEREIN, ALL SCREWS SHALL BE 304 OR 316 STAINLESS STEEL OR CORROSION RESISTANT COATED SAE GR. 5 CARBON STEEL, 9.MAXIMUM PANEL SPAN: 18'-2° 10.MAXIMUM ALLOWABLE DESIGN PRESSURE: *60 PSF 11. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER PANEL CONTAINING THE FOLLOWING: HURRICANE FABRIC.COM LLC PO BOX 50153 CLAYTON, MD 63105 TAS 201, 202, 203 MIAMI-DADE NOA NUMBER 12. HURRICANE FABRIC PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 13. DISSIMILAR MATERIALS SHALL BE INSULATED FROM TO PREVENT CORROSION AND ELECTROLYSIS AS NECESSARY IN ACCORDANCE WITH THE ABOVE REFERENCED BUILDING CODE. 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. RETENTION CLIP END CONNECTOR: RHODIA ENGINEERING PLASTICS POLYAMIDE 66 FABRIC SPECIFICATION: • • • • TYPE OF YARN: TEXTILE FABRIC • • • • • • • • CONSTRUCTION: 25 X 2S WEAVE • THICKNESS: 1000 MICRONS t 5% • • • • • • • • • • • • FINISH: RESIN COATED • • • • • • • • •• ••• •• • • • •• WEIGHT (ASTM D 3776): 10.83 OZ/YD2 TENSILE STRENGTH (GRAB METHOD, ASTM D 4632): WARP: 879 LBS, WEFT: 879 LBS BURST STRENGTH (ASTM D 3786): 1500 PSI ABRASION RESISTANCE (ASTM 0 4886): 95% STRENGTH RETAINED • • • SEWING: • • • • • • • • • 1 SEWING ONLY AT SPLICE (SEE SPLICE DETAIL X NO SE%Z%G At EDG?S� j • • • • ' •••• • •• ••• SCREEN STITCHING i SPLICE DETAIL 1 N.T.S. MAX O.C. SPACING PER ANCHOR r-1 SCHEDULES 2° MAX FROM EDGES{—{ OF OVERLAP 2° MAX FROM EDGES OF OVERLAP MAY BE INSTALLED TO UNLIMITED NOTE: PANELS CAN OPTIONALLY BE ANCHORED ON THREE OR FOUR SIDES. FOR FOUR SIDE ATTACHMENT, THE SPAN IS THE SHORT DIMENSION BETWEEN FASTENERS. 2 TYPICAL PANEL INSTALLTION 1 N.T.S. EXTERIOR ELEV ,k NO. 46549 p0 STATEOF "'� .JTNAL O6 PRODUCTRBVISED as complying with the Florida Building Code =Dttdou� m 12 -HFC -04 I G • • • • • • • • • • • •• •• • • • •• •• SCREEN STITCHING i SPLICE DETAIL 1 N.T.S. MAX O.C. SPACING PER ANCHOR r-1 SCHEDULES 2° MAX FROM EDGES{—{ OF OVERLAP 2° MAX FROM EDGES OF OVERLAP MAY BE INSTALLED TO UNLIMITED NOTE: PANELS CAN OPTIONALLY BE ANCHORED ON THREE OR FOUR SIDES. FOR FOUR SIDE ATTACHMENT, THE SPAN IS THE SHORT DIMENSION BETWEEN FASTENERS. 2 TYPICAL PANEL INSTALLTION 1 N.T.S. EXTERIOR ELEV ,k NO. 46549 p0 STATEOF "'� .JTNAL O6 PRODUCTRBVISED as complying with the Florida Building Code =Dttdou� m 12 -HFC -04 I G 1/4" MAX TO SCREEN EDGE 3x1/2" PH SMS 1 WALL MOUNT CONDITION 2 INTERIOR MOUNT CONDITION 2 N.T.S. SECTION VIEW 2 N.T.S. SECTION VIEW 0L • ••• • • BOTTOM MOLATIMG CLTP.. :: • N.T.S. • • • POLYAgI$ 66 • • • to •• {--1.478" h0.281° 0.486° 00.442°4-4 r0.180" 1 0.100" TYP. • 0.063° TYP. clh • • TOP MOUNTING CLIP • • • N.T.S. POLYAMIDE 66 ••• • SYSTEM • • Tx- PARALLEL LOADS • • • • DESIGN PRESSURE • • • • • • • • • • 260.4187.7 1000 _ 60.0 8'4' ••• • • • ••• • 000° MINIMUM SEPARATION FROM GLASS 2YCLUDING INSTALLATION SLACK ... ::r LOAD ON EXISTING STRUCTURE FROM SCREEN SYSTEM Tx- PARALLEL LOADS DESIGN PRESSURE SPAN 80 PSV221.7 40 PSF 30 PSF 4'-0' 260.4187.7 1000 _ 60.0 8'4' 328.1 160.0 260.4 208.6'-0' B'-0'- 387.4 2000 303.3 280.4 _ 10'-0" 4812 _ 361.8280.8 160. _ 12-0' 620.8 3000 387.4 326.1 14'-0' 877.1 3800 440.4 383.8 14'4' 698.8 3607 484.3 376.0 18'-0' 830.9481.8 400.0 920.0 387.4 T4'.601.3 610.0 _. 4200 340.D 413.8 18'-Y 888.8 808.0 624.0 432.6 LOAD ON EXISTING STRUCTURE FROM SCREEN SYSTEM Ty = PERPENDICULAR LOADS (PLF) PRESSURE SPAN,, -DESIGN 80 PSF 60 PSF 40 PSF 3o PSF 4'4' 120.0 1000 80.0 60.0 160.0 120.0 90.0 B'-0'- 24MO 2000 1600 120.0 10'4" 300.0 2600 200.0 160. _ 12-0' 380.0 3000 240.0 180.0 14'-0` - 420.0 3800 280.0 • 210.0 14'-8' 440.0 3607 _ 293.3 220.0 1S'-0' 4800 400.0 920.0 240. 171-W 610.0 _. 4200 340.D 288.0 18'-T _ 848.0 4692 383.3 272.6 PRODUCT REVISED a9 mmplyIn8 with tho Florida 13""08Cudu '{ O Am,,. TI&tloD Data c o f A ilBud uut 'onhal j/�. -Mgt F mg . 6MB fn mlu O e`Oi D I 12 -HFC -04 2°x3-x1/g° 6063-T6 ALUMINUM STORM BAR BEYOND MAX O.C. 2° MAX SPACING r MAX FRAM � �------- f PER ANCHOR � FRQM i1 INSTALLATION W/ STORM BAR d / N.T.S. EXTERIOR ELEV rx3°xVW 6063-T6 ALUMINUM STORM BAR • 1/ r)MENT04' ATE4jt�ISER7, W/ • • • 1-7y��(,8" IN MIN. •EDTi rDSTNO W MIN. • • • SPACING TO 2700 PSI MIN. CONCRETE. NUMBER OF ANCHORS PER STORM BAR END PER SCHEDULE. SZORM �ARiAQ �*a_ • • L4• ALT.: • � � � • • WW%LSECTION • •• ••• • •• • WALL BEYOr NOTE: NON -SPAN OVERLAP SHALL BE A MINIMUM OF 1.5 X THE PANEL PROJECTION FROM OPENING 2 INSTALLATION W STORM BAR 4 N.T.S. VERTICAL SECTION (,�'Ve-\K (L�•y(�r BP.flNARnC1. V.F.. No.465 .` 13. STATE D lot '• S�oNai.�'y; 4a Z jqzb 3 wil ord a -- STORM BAR DESIGN SCHEDULE • MAX STORM 13AR LENGTH MAIC IANCHOW PEREND _F 2ANO. MEND _ -_3ANCH0 PER ENO PANE 00 PSF 50 PSF 40 PSF 30 PSF 00 PSF 6O P3F 40 FSF f 30 W 00 PSF 00 PSF 40 PSF 30 PSF SPAN PRODUCTREVISED na complying tvGh the Florida Building Code ACCCp1oi1W rdq Z - G Q • Q [- Expir tion Dat o 0 eei� By C Ml 8r)'d uctConrtoi I 12 -HFC -04 I ❑4 • • • • • • • • • • WALL BEYOr NOTE: NON -SPAN OVERLAP SHALL BE A MINIMUM OF 1.5 X THE PANEL PROJECTION FROM OPENING 2 INSTALLATION W STORM BAR 4 N.T.S. VERTICAL SECTION (,�'Ve-\K (L�•y(�r BP.flNARnC1. V.F.. No.465 .` 13. STATE D lot '• S�oNai.�'y; 4a Z jqzb 3 wil ord a -- STORM BAR DESIGN SCHEDULE • MAX STORM 13AR LENGTH MAIC IANCHOW PEREND _F 2ANO. MEND _ -_3ANCH0 PER ENO PANE 00 PSF 50 PSF 40 PSF 30 PSF 00 PSF 6O P3F 40 FSF f 30 W 00 PSF 00 PSF 40 PSF 30 PSF SPAN PRODUCTREVISED na complying tvGh the Florida Building Code ACCCp1oi1W rdq Z - G Q • Q [- Expir tion Dat o 0 eei� By C Ml 8r)'d uctConrtoi I 12 -HFC -04 I ❑4 I ALTERNATE ATTACHMENT i EXTRUSION 1 MOUNT SJ N.T.S. SECTION VIEW @8x1/2° PH SMS r/// I —SCREEN SCREEN ALTERNATE ATTACHMENT z EXTRUSION 2 MOUNT CJ N.T.S. SECTION VIEW , — 0.093° 0.125° —� • • • • 0.656° • • • • • • ; i ••` 0.374° 1 BUTLD OUT F TRACW•• • ` F TRACK N.T.S. • - 63-T6 ALY1M ` • • • • • 2 N.T.S. 6063-T6 ALUM •• • • •• • • • •• • • 06 • . . ••• . • ••• 0 0 • ••• • ALTERNATE ATTACHMENT 3 BUILD OUT TUBE MOUNT \.VN.T.S, SECTION VIEW PRODUCT RRVISED, as complying With iho Florida Building Cade Acceptance No i - (o O . f L Bxpir tion Dat, Zv ps A3lam�::liu1°t Co-� r.2--N21'X2" BUILDOUT TUBE N.T.S. 6063-T6 ALUM ,ur Z�M N �W W ,.t D 5 1/4- MAX TO SCREEN EDGE 1/4° MAX TO SCREEN EDGE (\ EXTRUSION 2 EXTRUSION 2 EM// 548° B w 548° ';j••, O��tr 1/4° MAX TO � SCREEN EDGE ANCHOR ANCHOR '• PER PER ANCHOR ANCHOR w CHEDULE TY LE Ty TY d Ful- 1/4-20 STUD W/ WASHERED WINGNUT 7d214 rn SDS AT 1/4-20 STUD W/ 12 ° O.C. MAX WASHERED S Tx AT 10° O.C. /o T WINGNUT AT 1/4-20 STUD W/ 10° O.C. WASHERED W1NGNlJT AT 10° O.C.HOST EXISTING STI io OST / 2'x2° STRUCTURE/ (8) $8X1/2° PH SMS STRUCTURE/ ISUILDOUT TUBE (8) #8X1/2° PH SMS @8x1/2° PH SMS r/// I —SCREEN SCREEN ALTERNATE ATTACHMENT z EXTRUSION 2 MOUNT CJ N.T.S. SECTION VIEW , — 0.093° 0.125° —� • • • • 0.656° • • • • • • ; i ••` 0.374° 1 BUTLD OUT F TRACW•• • ` F TRACK N.T.S. • - 63-T6 ALY1M ` • • • • • 2 N.T.S. 6063-T6 ALUM •• • • •• • • • •• • • 06 • . . ••• . • ••• 0 0 • ••• • ALTERNATE ATTACHMENT 3 BUILD OUT TUBE MOUNT \.VN.T.S, SECTION VIEW PRODUCT RRVISED, as complying With iho Florida Building Cade Acceptance No i - (o O . f L Bxpir tion Dat, Zv ps A3lam�::liu1°t Co-� r.2--N21'X2" BUILDOUT TUBE N.T.S. 6063-T6 ALUM ,ur Z�M N �W W ,.t D 5 ANCHOR NOTES: 1. SEE EXTERIOR ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACING. 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 3. UNLESS OTHERWISE NOTED HEREIN, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD (Le. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 4. WOOD HOST STRUCTURE SHALL BE 'SOUTHERN PINE" G-0.55 OR GREATER DENSITY. 5, MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 6. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD, S. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2- ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ('SIDEWALK BOLT') U.N.O. 9. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 10. EDGE DISTANCES AND EMBEDMENT REQUIREMENTS ARE AS FOLLOWS: 10.1.1/4" ITW SAMMY SSC 10.1.1. 2-1/4- EMBEDMENT AND 2-1/2' EDGE DISTANCE TO CONCRETE 10.1.2. 1-1/4' EMBEDMENT AND 2-112- EDGE DISTANCE TO HOLLOW CONCRETE BLOCK 10.1.3. 2-1/2' EMBEDMENT AND 2-1/2' EDGE DISTANCE TO GROUT -FILLED CONCRETE BLOCK 10.2.1/4" ELCO PANELMATE (MALE OR FEMALE) 10.2.1. 1-3/4- EMBEDMENT AND 2-1/2" EDGE DISTANCE TO CONCRETE 10.2.2. 1-1/4- EMBEDMENT AND 3- EDGE DISTANCE TO HOLLOW AND GROUT -FILLED CONCRETE BLOCK 10.2.3. 1-7/8- EMBEDMENT AND 314- EDGE DISTANCE TO WOOD 10.3.1/4" POWERS HOLLOW -SET DROPIN 10.3.1. 7/8' EMBEDMENT AND 3-112' EDGE DISTANCE TO CONCRETE AND HOLLOW AND GROUT -FILLED CONCRETE BLOCK 10.4.1/4" ELCO PANELMATE INSERT 10.4.1. 1-5/8" EMBEDMENT AND 4- EDGE DISTANCE TO CONCRETE 10.4.2. 1.1/4- EMBEDMENT AND 3-1/2- EDGE DISTANCE TO HOLLOW CONCRETE BLOCK 10.4.3. 1-1/2" EMBEDMENT AND 3-1/2' EDGE DISTANCE TO GROUT -FILLED CONCRETE BLOCK 10.5.1/4" ALL POINTS SOLID -SET 10.5.1. 7/8' EMBEDMENT AND 3- EDGE DISTANCE TO CONCRETE AND HOLLOW AND GROUT -FILLED CONCRETE BLOCK 10.6.1/4" POWERS STEEL DROPIN 10.6.1. 1' EMBEDMENT AND 3-1/2' EDGE DISTANCE TO CONCRETE 10.7.3/8" POWERS STEEL DROPIN 10.7.1. 1-9/16' EMBEDMENT AND 5-1/4' EDGE DISTANCE TO CONCRETE 10.8.1/4" POWERS POWER -STUD (STAINLESS STEEL) 10.8.1. 2" EMBEDMENT AND 3- EDGE DISTANCE TO CONRETE 10.8.2. 2" EMBEDMENT AND 5-1/4- EDGE DISTANCE TO GROUT -FILLED CONCRETE BLOCK 10.9.114" ELCO PANELMATE NAS 10.9.1. 2" EMBEDMENT AND 2-1/2' EDGE DISTANCE TO CONCRETE 10.9.2. 1-1/4- EMBEDMENT AND 3- EDGE DISTANCE TO HOLLOW AND GROUT -FILLED CONCRETE BLOCK 10.9.3. 1-7/8- EMBEDMENT AND 3/4' EDGE DISTANCE TO WOOD 10.10. 1/4" ELCO PANELMATE FEMALE ID 10.10.1. 1-3/4- EMBEDMENT AND 2-1/2- EDGE DISTANCE TO CONCRETE 10.10.2. 1-1/4- EMBEDMENT AND 3- EDGE DISTANCE TO HOLLOW AND GROUT -FILLED CONCRETE BLOCK 10.10.3. 1-7/8" EMBEDMENT AND 3/4" EDGE DISTANCE TO WOOD 114" ITW SAMMY SSC ANCHOR SCHEDULE - INTERIOR MOUNT CONDITION 3298PSIMNCONCRETE I HOLLOWCONCRETEBLOCK GROUT -FRT 72 • PRODUCT RGVISI31) • • • • f • • • 0a410.4.%'in814l mho Tlerida • • Dt•dit�C.n� • • • • • • • • • • AWPIdReo IW L' D 4? • CST, • • • • • • • • • L+uF1�lAn Dat c Zn1 • -. • • • • • •• MTemi Da aluctCOnntro7 114" ITW SAMMY SSC ANCHOR SCHEDULE - INTERIOR MOUNT CONDITION 3298PSIMNCONCRETE I HOLLOWCONCRETEBLOCK GROUT -FRT 72 • • • • • • • • • • • OROUPFILLED CONCRETE BLOCK DESIGN PRESSURE 60 PSP 80 PSF •• • • •• • • • •• • • 50 PSF ••• . 4' T 8'-0" 8'A" .. . .... 10.0 10.0 _0. - 10.0 92 10.0 8.8 _ 7.8 -- 6b 8.3 10.0 9.2 7.6 10.0 1&0 92 10.0 7.8 8.4 or.. 10.0 10.0 8,6 10.0 110.0 -- - 110.0 _ 1010' 12'40` 10.0 0.8 110.0 10.0 10.0 10.0 10.0 10.0 4.7 6.4 4.1 4.7 6.3 6.6 7.8 &8 • • • • • • • •• •• 9.8 9.6 10.0 10.0 10.0 10.0 4.2 4.1 6.0 4.8 0.1 8.8 4.3 42 4.8 4.8 �_ .. &B &8 7.0 8,8 1041' 7.8 114" ITW SAMMY SSC ANCHOR SCHEDULE - INTERIOR MOUNT CONDITION 3298PSIMNCONCRETE I HOLLOWCONCRETEBLOCK GROUT -FRT 72 114" ELCO PANELMATE (MALE OR FEMALE) ANCHOR SCHEDULE - INTERIOR MOUNT CONDITION (IN. O.C.) 114" ITW SAMMY SSC ANCHOR SCHEDULE - WALL MOUNT CONDITION (IN. O.C.) SPAN 3208!MMIN CON CRETE DESIGN PRESSURE NCLLOWCONCRETEBLOCK _ DESIGN PRESSURE. OROUPFILLED CONCRETE BLOCK DESIGN PRESSURE 60 PSP 80 PSF 40 PSF W PSF _ 80 PSF 1 60 PSF 40 PSF 30 PSF 60 PSF 50 PSF 1 40 PSF 1 30 PSF 4' T 8'-0" 8'A" 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 _0. - 10.0 92 10.0 8.8 _ 7.8 -- 6b 8.3 10.0 9.2 7.6 10.0 1&0 92 10.0 7.8 8.4 10.0 8.9 7.3 10.0 10.0 8,6 10.0 110.0 -- - 110.0 _ 1010' 12'40` 10.0 0.8 110.0 10.0 10.0 10.0 10.0 10.0 4.7 6.4 4.1 4.7 6.3 6.6 7.8 &8 eb 4.8 62 6.6 7.3 6.4 _. 8.8 7.8 14'•0' 14'8' 8.8 8.3 9.8 9.6 10.0 10.0 10.0 10.0 4.2 4.1 6.0 4.8 0.1 8.8 4.3 42 4.8 4.8 �_ .. &B &8 7.0 8,8 1041' 7.8 1 &0 10.0 8.1 9.8 10.0 12'.01 10.0 4.6 62 64 17A" 7.0 &6 __ 10.0 10.0 lillyllyZ1411 4.3 &3 8.7 _ 8.4 _ _ 4.3 &0 0.1 18'-2- 7.1 8.1 1 9.8 1 10.0 8.9 4.1 &1 8.4 44 4.8 8.9 114" ELCO PANELMATE (MALE OR FEMALE) ANCHOR SCHEDULE - INTERIOR MOUNT CONDITION (IN. O.C.) SPAN 3323 PSI Mtk CONCRETE DESIGN PRESSURE_ HOLLOW AND CROUT-FILLED CONCRETE BLDCX DESIGN PRESSURE 0=0.66 NdPI HOOD DESIGN PRESSURE _-_� 00 PSF 60 PSF 40 PSF 30 PSF 80 PSF 60 PSF 40 PSF 30 PSF 80 PSF 60 P 40 PSF 30 PSF 4'-0' 10.0 10.0 10.0 10.0 0.a 9.8 10.0 10.0 10.0 10.0 10.0 10.0 6'4P 10.0 IOA IDA 10.0 --.- 0.3 72 0.8 10.0 _10.0 ,.._10.0 _ _. 10.0 10.0 W -W 10.0 90.0 10.0 10.0 5.o a8 6.8 8.6 8.3 9.8 10.0 10.0 1G-0' 9.9 10.0 10.0 10.0 42 4.8 6.8 72 6.8 8.1 9.8 10.0 12'.01 10.0 8.9 10.0 10.0 4.2 &0 8,3 6.8 89 &3 10.0 14'-0" 14'-8" _u � 7.8 72 8.7 _ 8.4 _ 10.0 10.0 .10.0 90.0 _ 4.5 4.3 6.0 6.4 6A 4.9 6.0 _ 6R _7.3 7A 9.4 9.0 8.9 &7 7.8 8.4 10.0 4.0 _ B.0 4.8 8.4 &8 - 8.3 _18-0' 17fi 18'•2' &4 .... 8.0 7.4 - ._ 7.0 8.9 8.6 1Q0 10.0 4.6 4b _._... 4.0 . 4.3 1 4.1 at 4.8 fl2 ae 7.9 7.6 114" ELCO PANELMATE (MALE OR FEMALE) ANCHOR SCHEDULE -WALL MOUNT CONDITION (IN. O.C_) -- 3323 PSI MIN CONCRETE HOLLOWAND GROUT -FILLED CONCRETE 0=0.68 BON. WOOD MOCDEMON SPAN PRESSURE DESIGN PRESSURE DESIGN PRESSURE 60 P8F 40 PSF 30 PSF SOP-_ 60 PSF 40 PSF PSF 89 PSF 80 PSF 40 PSF 30 PSF N -V 10.0 _ 10.0 10.0 10.0 &3 0.4 10.0 _30 10.0 10.0 10.0 10.0 10.0 0'•M 10.0 10.0 10:0 &1 7.0 8.3 ,y 10.0 a6 8.7 10.0 180 _ 8'•9" _ _10.0 10.0 10.0 10.0 10.0 8.7 4.0 6.6]4.9 &3 &9 7.9 9.3 10.0 1ao 10.0 16.0 4.1 as a.0 zo 6.8 a7 7.9 &7 12-0" 7.8 8.9 10.0 10.0 4.1 8.1 61 5.8 6.6 14'•0" 8.0 &0 9.4 10.0 4.4 8.4 4.6 _ 62_ _ 6.1 7.6 14'4" 6.7 7.7 8.1 1 10.0 4.2 6.3 _ 4.4 5.0 8.0 7.3 16b'0.3 72 fl6 IN 4.9 4.1 4.7 _ 8.8 fl8 _ 171-T 6.0 6.8 J. &1 10.0 4.7 4.6 8.3 8.8 1" 6.7 8.8 7.7 8.8 4b 4,3 8.1 8.3 STATE I 12 -HFC -04 I 114" ALL POINTS SOLID -SET ANCHOR SCHEDULE - INTERIOR MOUNT CONDITION 11N. O.C. 114" POWERS HOLLOW -SET DROPIN ANCHOR SCHEDULE WALL MOUNT CONDITION (IN. O.C. ... 80 PSF SPAN I 4030PSI66NCONCRETE OESIGNPRESSURE _.............. 10.0 HOLLOWANOOROUT-MLLEDCONCRETE BLOCK DESIGN PRESSURE 60 PSF 60 PSF 00 PSF 40 PSF 30 PSF 80 PSF 60 PSF 40 PSF 30 PSF 4LW 10.0 10.0 t0A 10.0 8.1 9.8 10.0 10.0 8'•0" 10.0 _.__ 10.0 10A 10.0 6.11 8A 8.1 10A __ 8'-W W-01 8.1 6.0 9.3 10.0 is 9.3 10.0 10.0 4.3 0.1 8.3 42 6.1 &1 6.6 tr-w 6.6 &8 &S 10.0 4.3 BA 14' W 8.1 8.0 7.1 8.0 10A 4.9 14'•8" 6.0 _. 6.7 6.9 0.7 0.7 -. 4.7 18'4P 4.8 6.4 6.4 &1 16'-0" 4.3 17'-0' 4.4 &1 8.1 7.7 6.2 4.1 18'-r 4.1 4.8 8.8 7.3 tO.04.3 811 114" ALL POINTS SOLID -SET ANCHOR SCHEDULE - INTERIOR MOUNT CONDITION 11N. O.C. �� ... 80 PSF _ 3000 PSI MIN CONCRETE - DEMON PRESSURE -- HOLLOWAND GROUT-MLED CONCHE7E BLOCK DESIGN PRESSURE 10.0 80 PSF 60 PSF 40 PSF 30 PSF 80 PSF 60 PSF 40 PSF SO PSF 4' -0' 10.0 10.0 10.0 1Q0 10.0 90.0 10.0 10.0 8'-0' 9-T _ 10A_ 10.0 _ 10.0 10.0 10.0 10.0 10.0 10.0 __9.8 7.7_ 10.0 8.9 _ _ 10.0 10.0 10.0 10.0 10'-0" 10.0 10.0 10.0 10.0 &6 7.6 _ &8 10.0 12'-0' 8.8 - - 10.0 10.0 10A 6A 8b--� 7.7 0.6 14'-0` 14'-6- 114 0.7 t0.o 10.0 _t0.0 _ 10.0 10.0 _ 6.0 4.8 8.8 6b its 8.6 &8 6.2 16'-0" 7.8 &0 10.0 10.0--....-- 4b 6.2 82 7.7 1T'-0' 7.6 BA 10.0 1 tO.04.3 811 4.8 &9 7.4 18-Y 7.1 82 9.7 10.0 • 41 4.7 6.8 7.0 114" ALL POINTS SOLID -SET ANCHOR SCHEDULE -WALL MOUNT CONDITION IN. O.C.1 8.4 7.4 3000 PSI MIN CONCRETE 10.0 HOLLOWAND GROUT -FILLED CONCRETE BLOCK SPAN_.-...-.._ 8.4 DESIGN PRESSURE 10.0 8.4 ON� -7.6 8.4 W PSF 60 PSF I 40 PSF 30 PSF 80 PSF 60 PSF P 4'-0' 8'-0' 10.0 1 10.0 t0.0 10.0 lo: _ 10.0 10.0 10.0 10.0 8.6 taa Tp.0 0610.00 40.0 • N0.00 8'-0" t0A 10.0 ta0 10.0 7.7 • 8A • • 40.0 M0.0 _ _ 10'-0` 10.0 tab 10.0 _ 10.0 6.6 7.6 62 12'4P 8.9 10.0 10.0 10.0 6.8 6.6 7.7 9.6 14'-0' 14'-8' 8.8 9.6 10.0 9.8 10.0 _ lom 10.D 10.0-- 6_0 - 4.8 -- - 8.8 8.9 8.6_ 6.8 18'4' 7.8 9.1 10.0 10.0 41p 6 82 q 07.70 1T4' 7.8 8.7 10.0_ 10.0 7.1 4A) 8.9 18•z 7.1 F 2 8.8 10.0 4.1• 4.1• 46.8 114" POWERS STEEL DRC SCHEDULE DESIGN PRESSURE 101 1W' POWERS STEEL DROPIN ANCHOR 114" ELCO PANELMATE INSERT ANCHOR SCHEDULE -INTERIOR MOUNT CONDITION (IN. O.C.) ... 80 PSF SCHEDULE PSF 2700 PSI MIN CONCRETEHOLLOW 10.0 CONCRETE BLOCK GROUT -FILLED CONCRETE BLOCK _ SPAN SP DESIGN PRESSURE - - -- DESIGN PRESSURE ...O PSF 60 PSF PBF 30P9_ DESIGN PRESSURE 10.0 10.0 0.0 60 PSF 00 PSF 40 PSF 30 PSF 80 PSF 60 PSF 40 RW 30 PSF 80 PSF 60 PSF 40 PSF 30 PSF 30 PSF 10.0 10.0 10A 10.0 10.0 10.0 10.0 10.0 19.0 10.0 10A 10.0 8'-0' 10.0 10.0 1" 10.0 8.4 10.0 10.0 1" 9.8 10.0 10.0 10.0 8-0' 10.0 10.0 10.0 _ 10.0 7.6 &8 10.0 10.0 7.6 811 10.0 10.0 10'-0' M_ 9.0 10.0 10.0 8.3 7.2 8A _ 10.0 8.4 7.4 6.8 _ _ 10.0 1r-0" 7.2 8.4 10.0 10.0 8.4 82 -7.6 8.4 6.6 6.4 71 8.6 14'0 8.3 7.4 9.0 10.0 4.8 eb 6.8 8.3 4.8 6.7 8.$- _ . 8.6 14'4' 6.0 7.1 &a _ 10_0 49 &3 8.4 &0 4.7 6.6 6b 62 18'-0' 6A 8.6 6.0 10.0 4.3 &0 8.0 7.8 4.4 &1 8.1 _ 7.8__ 17'•0• 6.3 82 7.9 6.7 4.1 4.7 8.7 7.1 42 4.8 6b 7.3 18'-r 8.0 6.8 7.1 82 72 4.6 6.4 62 8.4 4.4 81 114" POWERS STEEL DRC SCHEDULE DESIGN PRESSURE 101 1W' POWERS STEEL DROPIN ANCHOR 114" ELCO PANELMATE INSERT ANCHOR SCHEDULE - WALL MOUNT CONDITION (W. O.C.) ... 80 PSF SCHEDULE PSF 2700PSIMW CONCRETE 10.0 HOLLOW CONCRETE BLOCK EIROUI'•FRLED CONCRETE BLOCK SPAN SP DESIGN PRESSURE DESIGNPRESSURE .. - _- DESIGN PRESSURE ...O PSF 60 PSF PBF 30P9_ DEMON PRESSURE 10.0 10.0 0.0 80 PSF 60 PSF 40 PSF 30 PSF 80 PSF BD PSF 40 PSF 30 P8F 80 PSF... 80 PSF 40 PSF _ 30 PSF 4'•0" 10.0 _ 10.0 10.0 10.0 1Q0 10.0 SOA 10.0 10.0 I 10A 10.0 _ 8.0' 8.8 100 10.0 10.0 8.8 10.0 10.0 10.0 8.8 10.0 10.0 10.0 V.w 7.8 8.8 10.0 10.0 7.1 8.1 9.8 10.0 _ 7.1 82 9.8 10.0 10'-0' 8.7 7.8 8.0 10.0 8.0 8.0 _ 8.1 10.0 BA 89 62 10.0 Ir -w6.9 6.7 7.8 9.8 6.2 e0.07.1 9.8 8.3 8.0 7.1 8.8 1410' _ - 8.3 . &0 7.0 8A _. 4A 8.3 8.3 7.8 4.7 8.4 8.4 7.8 14'-8' 6.1 &8 &8 8.3 _ 4.6 _ 0.1 6.1 _ 7.6 4.5 82 8.1 _ 7.8 18'•0° 4.8 0.6 8.4 7.8 42 4.8 6.7 7.1 42 4.8 8.T 7.1 iT•6° 48 82 0.1 7.6 4._8 8.4 8A 4.0 4.8 Bb &8 _ 18'-r 4.4 &0 6A 72 42 62 8.4 4.4 81 &6 114" POWERS STEEL DRC SCHEDULE DESIGN PRESSURE 101 1W' POWERS STEEL DROPIN ANCHOR SPAN ... 80 PSF SCHEDULE PSF WALL MOUNT CONDITION (IN-. O.C. 10.0 10.0 10.0-, 4000 PSI MIN CONCRETE e'4' 8'-0" SP 10.0 10.0 1" 10.0 DESIGNPRESSURE 10'-0' 10.0 ...O PSF 60 PSF PBF 30P9_ 4w 10.0 10.0 0.0 10.0 V'w 'Imo _ _ 10.0 0.0 10.0 8'-0' • 10.0 10.00.0 10.0 110.0 f0A [4.0 10.00.0 10.0 1r4' 92 10.00.8 100 18-r &1 9.4 0.0 10.0 14'-' 7.8 9.1 •18'4' • 72 860.0 10.0 1•'-0'• 4"a "-&1 &8 10.0 -Y •8.8 i 7.6 8.1 i 10.0 • • • NOTE: SEE SHEET 6 FOR ANCHOR NOTES ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 318" POWERS STEEL DROPIN ANCHOR SCHEDULE 318" POWERS STEEL DROPIN ANCHOR SCHEDULE WALL MOUNT CONDITION IN. O.C. SPAN ... 80 PSF 4000 PSI MW CONCRETE DESIGN PRESSURE_ 80 PSF 40 PSF30 PSF 4b" 10.0 10.0 10.0-, 10.0 e'4' 8'-0" 10.0 10.0 10.0 10.0 1" 10.0 10.0 10'-0' 10.0 10.0 10.0 10.0 124r "iao 10.0 10.0 10.0 14'-0" 10.0 10.0 10.0 10A 14'$' __10.0 10.0 10.0 10.0 10'4' f0A 10.0 10.0 10.0 if-- 10.0 10.0 10.0 10.0 18-r 10.0 1 10.0 10.0 10.0 .• C \CENsic . �p * : fY0. 44654 $3 -V ° . STATE OF WF AlORtOA,.`` N ;,'3j�111111111{{11N W pXW�, QW Zg W �jjOZ PRODUCTIlL'WSBO 0s complyingwm tho Florw Building C.40 ACccptwco No l? -I00 .eZ E1pll7lilionWit O Zo ZL�/I �• 13Y (U3•Ic�ToducT Control ~ 12 -HFC -04 SCAIXI - PAGBDURCIP ROtL . 114" POWERS POWER -STUD ANCHOR SCHEDULE - INTERIOR MOUNT CONDITION (IN. O.C.) SPAN 60 PSF 4000 PSI MIN CONCRETE DESIGN PRESSURE 50 PSF 40 PSF 30 PSF GROUT -FILLED CONCRETE BLOCK DESIGN PRESSURE 60 PSF 60 PSP 40 PSF 30 PSF 4'4T' 8'-0' 10.0 toA 10.0 10.0 - 10.0 ,_ 10.0 10.0 10.0 _ 10.0 92 10.0 10.0 10.0 10.0 10.0 10.0 8'-0' 10.0 10.0 1" 10.0 7.3 8.4 1OA _ 10.0 10'-0` 17-0' 9.7 8.4 10.0 8.7 10.0 10.0 10.0 10.0 6.1 62 7.1 6.1 S.4 7.3 10.0 9.2 14'•0• 7.4 SA 10.0 10.0 4b 6A 0.4 8.1 14'-8° 7.1 8.2 0.8 10.0 4.4 52 0.2 7.8 i6'-0` 17'47' 8.8 8.3 7.7 - 7.8 0.2 6.8 ' - 10.0 10.0 4.1 4.6 4b Bb 6.6 7.3 6.9 18'-T 6.9 &8 8.3 10.0 1&0 4.3 &2 &8 4.6 82 1 6.2 73 8.9 8.1 8b 10.0 11 1&0 10.0 10.0 114" POWERS POWER -STUD ANCHOR SCHEDULE - WALL MOUNT CONDITION ON. O.C.) 4.6 1 8.4 _...._ 8.8 4000 PSI MIN CONCRETE 8.3 Ot�l1TflLLEO CCNGRETE BLOCK SPAN _ 80 PSF _DEMON PRESSURE 60 PSF 40 PSF 30 PSF 00 PSF DESIGN PRESSURE 50 PSF 40 PSF � PSF 4'b' 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 4.7 10.0 10.0 10.0 10.0 8.0 &1 10.0 10.0 _ _ 10.0 �i0.0 10.0 10.0 10.08.6 8.4 7.4 8.7 10.0 8.0 0.0 10.0 10.0 10.0 &6 6.3 7.4 0.1 il 7.8 &0 10.0 1&0 LS &8 &8 4.1 r4FVF__ 0.9 7.0 9.4 10.0 4.3 4.0 &S 8.8 0.7 7.7 8.1 10.0 4.1 4.78.8 8.2 7.2 8b 10.0 4.4 6.2 8.8 6.0 6.9 &1 10.0 42 5.0 82 5.7 &e 7.7 9.6 4.0 4.7 6.9 ?RODUCTRUVISLD i mwph4nRwith Uw 114" ELCO PANELMATE FEMALE ID ANCHOR SCHEDULE - INTERIOR MOUNT CONDITION (IN.1 350 PSI MW CONCRETE HOLLOWAND GROUT -FILLED CONCRETE 3 0W.55 MIN. WOOD BLOCK 11 ELCO PANELMATE TVAS ANCHOR SCHEDULE - WALL MOUNT CONDITION ON. O.C.) OLLOW AND GROUT FILLED CONCRETE H 3380 PSI MIN CONCRETE _ BLOCK G=6.66 MIN. WOOD SPAN DESIGN PRESSURE DESIGN PRESSURE I DESIGN PRESSURE 114" ELCO PANELMATE TVA$ ANCHOR SCHEDULE - INTERIOR MOUNT CONDITION ON. O.C.) • • • ••• 3350 PSI MSN CONCRETE CONCRETE HOLLOWAND GROUT -FILLED CONCRETE HOLLOWAND GROUT -FILLED CONCRETE 13=0.66 MW. WOOD G-0.66 MIN. WOOD SPAN --DESIGN PRESSURE .. __.._ BLOCK -..... -DESIGN PRESSURE BLOCK DEMON PRESSURE 2700 PSI MIN CONCRETE GROUT -FILLED CONCRETE BLOCK 80 PSF 80 PSF 40 PSF 30 PSF 80 PSF SO PSF 40 PSF 36 PSF 80 PSF 60 PSF 40 PSP 30 PSF 4'•0' 10.0 10.0 10.0 10.0 OA 1&0 1&0 10.0 10.0 10.0 1&0 10.0 8'-0 10.0 10.0 10.0 10.0 8.7 7.7 9.0 10.0 10.0 10.0 1(1.0 10.0 S'4r10.0 8'-0' too 10.0 10.0 8.4 92 7.3 8.0 8.3 9.8 10.0 10.0 0'-0 1' 1&0 t0A 10.0 10.0 4.6 82 1 6.2 73 8.9 8.1 8b 10.0 11 1&0 10.0 10.0 1" 4.6 1 8.4 &7 8.8 6.0 8.3 10.0 14'-0" 8.4 1 10.0 10.0 10.0 4.1 4.8 8.0 8.1 6.0 7.3 0.4 14'41' 8.0 10A 16.0 10.0 4.7 SA 4.0 8A 7A 8.1 18'-0" _ 8.4 9.8 _ _ 10.0 _ 10.0 t0A SA 4.6 8.4 8.8 6.9 17'•0• 8.0 83 10.0 10.0 42 _ 62 4.3 6.1 62 il 18'-7 7.8 &e 10.0 10.0 __ _ i&0 4.9 4.1 4.8 6.8 114" ELCO PANELMATE FEMALE ID ANCHOR SCHEDULE - INTERIOR MOUNT CONDITION (IN.1 350 PSI MW CONCRETE HOLLOWAND GROUT -FILLED CONCRETE 3 0W.55 MIN. WOOD BLOCK 11 ELCO PANELMATE TVAS ANCHOR SCHEDULE - WALL MOUNT CONDITION ON. O.C.) OLLOW AND GROUT FILLED CONCRETE H 3380 PSI MIN CONCRETE _ BLOCK G=6.66 MIN. WOOD SPAN DESIGN PRESSURE DESIGN PRESSURE I DESIGN PRESSURE • • • • • • • • • • • NOTE: SEE SHEET 6 FOR ANCHOR NOTES ••• 114" ELCO PANELMATE FEMALE ID ANCHOR SCHEDULE -WALL MOUNT CONDITION (IN. O.C.) • • • ••• 3350 PSI MW CONCRETE 30 PSF __ 8.0 HOLLOWAND GROUT -FILLED CONCRETE G-0.66 MIN. WOOD SPAN BLOCK 2700 PSI MIN CONCRETE GROUT -FILLED CONCRETE BLOCK • • • • • • DESIGN PRESSURE • . _ _ __SI E __. .. � U .. PRESSURe.._____ _ . • 80 PSF 80 PSF 40 PSF 30 PSE 80 80 PSF 40 • ••• PSF 40 PW 30 PSP --4'-0`- 10.0 10.0 _ 10;0 _ 10_0 1 SO a 406 • 1clo I 1" 10.0 8'-0' 10.0 10.0 10.0 1&0 &1 • 7.0 111.0 a •.b • 0.7 • 10.0 10.0 _ 8'-01 10.0 10.0 10.0 10.0 4.001 6.• • - 9.7• 830 E.0 • 0.3 10.0 10'-0' 8.9 10.0 _ 10.0 10.0 4.i 4.8 &8 7.0 &9 8.7 7.8 12'-0` 7.8 8.9 10.0 1&0 4.1 4.9 SA 8.1 BA 8.9 14'-0` 8.9 &0 9.4 �1&0 4.4 &4 4.8 62 8.1 14'-8' BJ 7.7 8.1 t0A -T 4.2 - _ & 4.4 8A 6.9 I.. 1847 6.3 72 Bb 10.0 *0 4.1 • M.7 • • 6.8 1A-0' 8.0 6.9 __ &1 __ _ i&0 •7 *4.8 • • 8.3 18.7 8.T 8.8 T.7 8.8 .B 4.9 b.t • • • • • • • • • • • NOTE: SEE SHEET 6 FOR ANCHOR NOTES ••• • • • • ••• • • 30 PSF __ 8.0 PSF 60 PSF 40 P3F 30 P8F 4'41' 4.1 4.8 8,4 8.8 114" ELCO PANELMATE INSERT ANCHOR SCHEDULE - XTRUSION 1 MOUNT IN. O.C. 2700 PSI MIN CONCRETE GROUT -FILLED CONCRETE BLOCK • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - � I Em. zz wm_rz W-07:1111 111117-7ra Effr a W.T771111 Iniiiiiiim�mirar//ice � �EKKZI �iiiii�✓ooiiiiiiiiii0 11 w,/Emn/riiiioi�ON,BONN,, '�•'� I ENOARDO, P.E. No. 465 h� 3 '••��.��Ss CORID �Ct i4^' ti ��NAL U E ! •,,l/�llllll/1111111�� jy"V A a •�d� UI gg� a,$�c�� Z!tim�`g W gi� �J �o l oS-Mlri 10 aIZn 0 114" ELCO PANELMATE (MALE OR FEMALE) ANCHOR SCHEDULE - EXTRUSION 1 MOUNT (IN. O.C.) 9923 PSI MIN CONCRETE 0.0.66 MIN. WOOD SPAN DESIGN PRESSURE 80 PSF DESIGN PRESSURE 60 PSF 40 P 4.3 6.0 30 PSF __ 8.0 PSF 60 PSF 40 P3F 30 P8F 4'41' 4.1 4.8 8,4 8.8 114" ELCO PANELMATE INSERT ANCHOR SCHEDULE - XTRUSION 1 MOUNT IN. O.C. 2700 PSI MIN CONCRETE GROUT -FILLED CONCRETE BLOCK SPANDESIGN PRE38UFIE DESIGN PRESSURE _ 60 PSF 60 PSF 40 PSF 30 PSF 60 PSF SO PSF 40 PSF 0 371 4'-0` 42 4.8 8.8 &7 1 4.1 _ '�•'� I ENOARDO, P.E. No. 465 h� 3 '••��.��Ss CORID �Ct i4^' ti ��NAL U E ! •,,l/�llllll/1111111�� jy"V A a •�d� UI gg� a,$�c�� Z!tim�`g W gi� �J �o l oS-Mlri 10 aIZn 0 '�,I.INIIIIN/// ,, \ L SENNARDO, P.F, 649 °��c�� NO. 46541 '° ': STATE OF MOMrl mom 11,71/01 M/113, VEMEMME/11, /1Nrrtp11e1111` W L9Q a�� 10 MV W"' 1/4" POWERS STEEL DROPIN ANCHOR SCHEDULE EXTRUSION 2 MOUNT ON. O.C.) C 4000 PSI MIN CONCRETE a: SPAN DESIGN ffTTM7,;MW=m=mWr,-MK=m mom 4W 12 0 60 PSF 60 P2 F . 72.ORE Mo 40 PSF30 PSF W -W _ 7.6 8.7_9� 12.0 V 10'-0'• 8.1 7.2 6.7 712 ------------------- 1r4P 62 8.1 7.8 8.8 14'-8' 4.3 8.1 _ 82 8.6 m O 4.0 4.7 6�8 7.8 56 7.1 _'t.6 MINIMIZE/ 18'-T 4.2 3/8" POWERS STEEL DROPIN Lu t� ANCHOR SCHEDULE z r EXTRUSION 2 MOUNT (IN. O.C.) o _ 4.000 PSI MINCONCRETE SPAN DESIGN PRESSURE '' 80 PSF 60 PSF 40 PSF 30 PSFJOE #,0" 120 t20 12.8 12.0 8'A" 12.0 1 120 12.0 12.0 S'-0' 12.0 12.0 -12.0 120 IVIV 12.0 120 12.0 120 17-0' 11.0 12.0 - 12.0 Me 0.6 _ 11.3 120 12A 14•-8' 92 10-8 12.0 _ 12.0 L 18'-0' 8.6 10.0 120 120 1 , N.,_' 8.0 9.6 11.8 12.0 18'-T 7.8 8.9 10.9 120 ' 1/4" POWERS POWER -STUD ANCHOR SCHEDULE - EXTRUSION 2 MOUNT IN. O.C.}_- 4000 08I MIN CONCRETE GROUT -FILLED CONCREIE BLOCK SPAN DESIGN _PRESSURE _ DESIONPRESSURE 80 PSF 60 PSF 40 PSF 30 PSF 80 PSF 60 PSF 40 PSF 30 PSF 4W 120 12.0 120 120 7.8 9.1 109 120 • • • V -v 8.0 16.4 120 120 ®8� • 7• (r r 7.0 8.2 9.9 _ _ 12o •4.4 8 8 7 PRODUCTRRV1813D 90•-0' 8.8 e e B2 10.4 6 • • • 9s Cornplylns With the Modda 12'-0' 6.0 6.8 -7.0 9.0 4 F!4 • • 80i1dInS Code 14.4) 4.3 6.1 62 79 04.9 • • • Acceplaxd Ne? �, rj Z- Hapl tionD3to o m oI5 12 -HFC -04 14'-B" _ 4.2 4.s 6.9 7.9 _ 4.7 4.6 8.8 7.0 4.4 LTy 17•-0' 4-3 62 8.7 4.2 M( llOdO ` BCALB - D2 MA M CORtr� PA•8 D88CRIPRONI • • • • • • • • • NOTE: SEE SHEET 6 O 000 • • • • FOR ANCHOR NOTL3 1l4" ALL POINTS SOLID -SET ANCHOR SCHEDULE - EX.TRUSION 2 MOUNT N. O.C. 3000 PSI MIN CONCRETE HCLLOWAND GROUT -FILLED CONCRETE SPAN BLOCK DESIGN PRESSURE DESIGN PRESSURE 80 PSF 80 PSF 40 PSF 30 PSF "OPS. 60 { 3F 40 PSF 30 PSF 4•-0' 12.0 12.0 120 _ 120 8.8 120 120 8.0 7.0 8.8 109 B.1 9.6 11.8 120 47 69 8.8 8.8 10'-0' 8.7 79 8.0 120 4.8 b.fi 7.0 1r -o- 6.7 9.7 8.1 _ 1oa a.7 ea 14'-0" 4.0 8.8 7.1 8.1 4.9 8.2 148" 4.7 8.8 Bb 89 6.0 18'-0" L • • • • • • • • • • ••• • • • ••• • 8.28-3 8.14.7 a.e e.o z7 as 18=T 4.8 8.8 7.3 q2 • • • • • • • • • • ••• • • • ••• • i / r irr✓rri:�rrr✓rri ��irrrrr✓✓r✓rrr✓✓✓rarrrrri i / r BUILDING PERMIT APPLICATION Miami Shores Village Building Department FEB 1015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 B INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20(6�c Master Permit No.Bw- i5 - �2 UILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 113 1 71/ (_ ( 0 q s f' City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): jC Byf A0 ,,I 10,, L z d, Phone#: l cl. 27 • ! 1 Address: mSA?-n L-, As ,✓&-�°S(®ut.. City: State: Tenant/Lessee Name: Phone#: Email: LC L V%� p: CONTRACTOR: Company Name:1:/V_- 0 As Cy(. Phone#: � � � • �S j^ • �/ � Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ ' W Square/Linear Footage of Work: ( 2 Type of Work: ❑ Addition _ ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: roo L 12 Specify color of color thru tile:, Submittal Fee Scanning Fee $ Permit Fee $ k tM - (Z CCF $ CO/CC $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ (Revised02/24/2014) DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ I �)6 ' 9 0 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi c , . 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of 1�10�EVZ04WY , 20 1 , by IVy �1 0d who is personally known to me or who has produced —MVErZ USE- as identification and who did take an oath. NOTARY PUBLIC: Sign: vl d� Notary Public Stat of P ON@ Print: 2% o Sindia Alvarez My Commisslon FP 1557W Seal: erw Expires 09103/20+8 The foregoing instrument was acknowledged before me this day of me or who has produced 20 , by , who is personally known to identification and who did take an oath. NOTARY PUBLIC: Print: Seal: as r^ APPROVED BY �'�e.D Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) OWNER BUILDER DISCLOSURE STATEMENT Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NAME: KC: N'rv� 1"1 C VlaZd 1 DATE: 2" 4f ADDRESS: I( 31 A/t: f® 1( S �74 wm t 3 6 o,-? c=g� F—C 3 3 3� Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial_ )W 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial T� 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial- 5. nitial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. �Q Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 'c -e I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 9Y__ 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial�� I agree that, as the parry legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial(e_'1 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myforidalicense.com/dbpr/pro/cilb/`index.htmi Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: rl-( �+✓ T 331.E 9 Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. r J" Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 04 day of Tio;"WY . 20 1 S By �'—k—WI' i�l('.Ed(�.P� who was personally known to me or who has Produced there License or -P?.1 W_V_ U.CE:as identification. Notary Public State of Florida `� Sindia Ahrarez OWNER N OTA RY � �� My CommiggIon FF 158750 �A Expireg 08/03/2018 PERNIIT APPLICATION Master Permit No. Subsidiary Permit No a ®® a'13 INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Sliores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier, Both sip -natures must be notarized Please print or type toallow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: /171 mEAd IQM ( S', 9`�C— Address Apt. City State Zip Folio Number Description of Work /;r t= SU 2 P' N S POOL - Lot Lot 3 Block Subdivision 66EA IA16-.Sl J PB_yq- PG �; Zoning Linear Feet Current Use of Property Square Feet Units Floors Proposed Use of Property Value of Work ®� Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. Electrical Mechanical LPGX Fence ARCHITECT Name License No. Address Telephone Fax - PERMIT CHANGE (✓ ) . Contractor Renewal Revision Extension PROPERTY OWNER Name I+eC A 11 fG ✓�� Address11,►!� POgSr M (A44 i Y L. -g FL x3 l 3o? Home Telephone • 057. 7 C- 7. 3 ?. - . Business Telep ��6 e Fax TYPE OF MANAGEMENT (./) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'1 Attachment Other Add'1 Detachment Other ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address Telephone Fax Qualifier Name Page 2 PERIVIIT APPLICATION 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 pm. and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS: 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50%) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50%) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 11 Floor, (305) 679-1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713-35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STAIRP O ORIDA, CO -D ignature of Owner /✓n/ C Print Name � Sworn and subscribed before me da da , i— O 0',r" �� ANGrLA M BECI',ER k" esoea�rossoea wudsaca SEAL: Uc �. `Re na„ `r CC786697 OFFyO Personally known OR, Produced Identificaation Z""' Type of Identification ProducedF-4,D4 Q L-50 Q -4 STATE OF FLORIDA, COUNTY OF MIAMI-DADE Signature of Contractor / Qualifier Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: Personally known Type of Identification Produced: OR, Produced Identification Page 3 ` - PERMIT APPLICATION 11 INSTRUCTIONS: Please indicate the type of work being performed and, quantity(ies) in the space provided below. 11 ELECTRICAL Tym,', QTY. Minimum Fee TYPE QTY. Dryer T Y P1 QTy. Outlet, Appliance TYPE QTY. Service Repair A/C Central 1-3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4-7 Ton Fire Pump Outlet, Switch Signs A/C Central 8-15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Rangeatange Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm- (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Dishwasher Demolition Low -volt, Intercom/Teleph. Repair Circuits Disposal Dishwasher Low -volt, Television Service, Number of Amps Domestic Well RECEIVED AND REVIEWED BY: DATE TYPE Q -1-Y. MECHANICAL TYPE QTY. Minimum Fee TYPE Q'I-Y. Condensate Drain QTY. Generator Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Procesw7remure Piping Pump, Domestic Bath Fan -Vented, # Fireplaces, Number of Pressure Vessel Pump, Fire Stand RECEIVED AND REVIEWED BY: DATE PLUMBING A/C Condensate Drains, Roof Miscellaneous Fixture Soakage Pit Bath TO Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Pi ing Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re -circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply RECEIVED AND REVIEWED BY: DATE Page 4 PER 41T APPLICATION OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / 'multi -family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review REVIEWED AND PREPARED BY: ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ Zoe $ i lea (sqA = x/1000 x 0.60) $ (¢.005/sqA) $ (0.01/sqA) $ SECTION BY DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ Z � 9 1) DATE: Revised July 2001 10050 N.E. 2- AVE., MIAMI SHORES, FL • (305) 795-2207 • FAX (305) 756-8972 • http://www.miamishoresvillage.com Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 building Permit Permit Number: BP2002-713 Printed:4/10/2002 Page 1 of 1 Applicant: KENNY PICHARDO Owner: PICHARDO KENNY JOB ADDRESS: 1131 NE 104 ST Contractor Contractor's Address: Local Phone: Parcel 0 1122320290030 Legal Description: EVENINGSIDE PB 44-53 LOT 3 BLK 1 LOT SIZE 75.000 X 130 OR 18592-4556 04 Fees: Description Amount FEE2002-2045 Building Permit Application Fee $60.00 Total Fees: $66.20 FEE2002-2046 CCF $1.20 Total Receipts: $0.00 FEE2002-2047 Notary Fee $5.00 Total Fees: $66.20 Permit Status: Approved Permit Expiration: Work: RESURFACING POOL 10/7/2002 Construction Value: $1,200.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re -inspection fee is $60.00, which must be paid in advance before calling for another inspection. This Permit Is granted to the contractor or builder named above to construct the building or to Install the equipment or device described In the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed In compliance with any plans, drawings, statements or specifications that may have beeri submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time If the work Is not done in compliance with such ordinances or If the plans are changed without authorization. A further condition upon which this permit is granted Is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: SPECTOR) BY: In consideration of the Issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformitywith the plans, drawings, statements or specifications submitted to the proper tho of Miami Shores Village. In accepting this permit I assume responisibllity for all work done by either myself, my agent, servants or empl P ' Signed: (Contractor or Builder) BY: — The Sunshine State UCO M laAM P263-500-60-172-0 { KENNTPICHAM 1131 NE 104TH STREET _ MIAMI SHORES, FL 3313 262 BIRTH DATE SEX HOT. REST. ENDORSE. 05.1260 M 644 ISSUED rxPIRES DUPLICATE '. � OSW-01 [P �-1207 0000-00 SAFE oRnER MOTORCYCLE ALSO xszmoswmn ioerelion of andor velTkle cauttates Ott W any sobrietytest re*fed6Ylew. BF L3*M • - _�~'�•/ 71=05• ••: i �_" 'F- ,, , • Df_ Q9 :.t . y��.� , 'PIP, Mt IID : • .ra .STEPS . a ` p CONC FIP ND ID 7 18.5 0.40 0/S N VM o•Z�L,✓c i�o•�w`FIB NO ID. WITNESS VM EAST In 151 PWY 75,00 ' a 201 PAV . - NE 104TH ST LEGEND' SKETCH OF SURVEY SCALE, 11=20' VM-�,ATER IETER.FDMmro" MILL NOIE.UE•UTILM EASENEXTAKwORAMAGE AM N AVITENA>ICE EASDENTA/VuRMW OF VAY ILTZONCIT TO SCALE, F Ni11.PMNM NAIL AND DISKAULmUVU6fM UTLM LDW.FV*-M HD 3.141 MM. PIPE LRl,ES4. 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'-A: '' { K :7 �'`•i" 1 ' •`<rs'. .mss,: ` `T sr \• �•• :. - _ . f ?i "•fir.., ..]- �.• '� ".r � \.: � . fit.:.. - _ 50 9.75 cu 10.35 4,9 —STORY -.CBS ES RES'- • 1131 1131 304T14 ST �, •x _NE VF TYPIL`AL 6.9 • 0/L PORCH ;a CONC 3.7 •K IF STEPS ••i 0125 CL. ^ • ... - + ' p :' IF Q4 CL 21.35 .Y. ,!, PAVDRIVEOU L-jW' BF 0 7 CL O/L ` p CONC FIP ND ID 7 18.5 0.40 0/S N VM o•Z�L,✓c i�o•�w`FIB NO ID. WITNESS VM EAST In 151 PWY 75,00 ' a 201 PAV . - NE 104TH ST LEGEND' SKETCH OF SURVEY SCALE, 11=20' VM-�,ATER IETER.FDMmro" MILL NOIE.UE•UTILM EASENEXTAKwORAMAGE AM N AVITENA>ICE EASDENTA/VuRMW OF VAY ILTZONCIT TO SCALE, F Ni11.PMNM NAIL AND DISKAULmUVU6fM UTLM LDW.FV*-M HD 3.141 MM. PIPE LRl,ES4. OTF MWM NOTED.SiP�T 3A")( S4• WN PIPE P/t•PROPEM ALF-0MDM'L VK F9NCE.VF-W= FDIMA:L-M CITE DL= STRUCnW � SVLK- EV UK,pAYAPAYD ENTP~ARWAYA-MM, a$El1TiX YxiLE.T� %1�ARC�FFG�iB. i -*&=M R UW.PC•PO W CURVATURE.ID-tM, IFICA PLT4PLMTERi12QM Me IRM DARYUNFOLMO wz_ NN*II**U_LWKwWALL WRi7V*= EASEIENTJYL-M='LVCVP•VDOD POLE.C9•M:ET .WwA%T,VV-VA=. VALVEi4s ASE Lw_ M -PLATTED RMAM LIIE.STL-SURVEY TIE LW_-M■POINT OF REVERSE dJiYA OF.£0o9 CURVATacm INN MG LML _ AV*WAW*Mfl. HAIL• AND pm iEICEmCDfftRL; INE.DELTMCEKiRAL ANGLE . - .. .. ,, . _, .. ., :• - -�.-, , � t - .. - • ;- ; �;,:;: � -►' - . N l►ss� 0i C£NTMl E -;JC' M4TH'S'E'om 1 . l;s .yy�.� �-f; :5 t' � ..� \: •y, `.+' .�: •.�• �� i S - vj•.+J, "t•.;-•'[ f..�•/t - `o i � •.• - .� �«'r _ . L _ .Yf.'« a 7 ,... , t- L¢ e:� •!q. •. j 4:. '-A: '' { K :7 �'`•i" 1 ' •`<rs'. .mss,: ` `T sr \• �•• :. - _ . f ?i "•fir.., ..]- �.• '� ".r � \.: � . fit.:.. - _ DESCRIPTION LOT. L .e .... : BLACK : - t' -`�t;ORDt�lC� T1ELAT THERE' AS'�RECQR�E� �N PLAT�.80�G :_ Atli GF:'THEr PUBLIC�RECL]RDS . s • • • : .... .'MiAMI��AI _- 1�; �j.•CIRII. '� '. '`• ,' `"` 1131; NE 104TH ST MIAMI SHORES, FL. • • • • • • - Certified To ,Eobassy Ti tie`.Corporation; 'KenAy. Whjrlc4 39waft Title Guaranty. Company; ` Mashtenar Mortgage Coatpany,.lts sticte%srods.andior assigns. ` CANAL 1 .. ;itis , • :: ' . 5..: :�: • ' ' • • PC ' • • I • t..Y aye, NE 104TH ST - - •..� /10.03 . .. . _ • : •. �' 3: LOCATION SKETCH - • - •SCALE 1's 100` = NOTES+ _•• _ _ , • . :•-�:: ; . - '.. ALL' DISTANCES AND DIRECTIONS SHOW ARE NEASURED. UNLE M GTiERWW NOTED. AND LW ESS .IN GATED . - '. t:;: TO 'THE CONTRARY THEY ARE THE SAME AS THE PLAT XSTANCEX AND DIRatIDNS• - LEGAL .DESCRVj= AS• PROVIDED BY :CLIENT . - - UNDERBID PORTIONS OF FOOTINGS OR OTHER IMPROVEWNTS WERE NOT LOCATED EXAMINATION OF -'THE ABSTRACT OF ,TITLE.: WILL HAVE TQ BE MADE TO DETERMINE RECORDED INSTRLNENTS . IF •ANY AFFECTING THIS PROPEIITY THE NATIONAL FLOOD INSURANCE RATE MAP DATED 3-2-94 DELINIATES THE ABOVE DESCRIBE LAND TO BE SITUATED WITHIN ZONE 'AE -I HEREBY CERTIM THAT THE ATTACHED KlINIDARY SURVEY OF THE ABOVE- DESCRIBED PROPERTY IS: CORRECT TO THE BEST [IF MY KN13WLEDM AND BELIEF AS RECENTLY SURVEYED UNDER MY D, CTMN.'ALSO THAT THERE ARE CMI VISIBLE ENCROACHMETS UNLESS SHOWN. AND THIS SURVEY. MEETS MIN Wr EC1 =` STANDA = SET ' BYTHE FLORIDA BOARD OF LAND SURVEYORS*' AS SET FORTH IN CHAPTER 427.27, sy- ILK 6IG17-6 OF THE FLORIDA ADMINISTRATIVE CODE. THIS SURVEY DOES NOT REFLECT DR. ,' w FORt KENNY PICHARDO QRDER ' N0. 4-99-43 Y 7At� _ - r ZT..NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL - RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER - '`= ? a tt► -_ . _ CONTINENTAL -LAND '.SURVEYORS --INC' - _ 1700 •SW 57TH `AVE, ..Soft, ,. MIAMI, 'FLORIDA '33155 r _TELEPHON£�t'�2-I92S== �)�s�,-As.N/ii .•'� �F asr5 d � '�" y,. �a .a)!:� 'y. "(,9iffia� +k. 1 •r ,/ ' 2 + �^i ��u 7 '' r v'i i •.i ,s i.syj".: a,.`Ag�dw • r r ... , r= - ".. L p .� �'•a _ • ,`6 Vis+. � . . +c �,4 ,}per Sr F• .I�, � ° -: ..4 • 'J ? z . . ., - s ^' r- e C t�` � '�rr Y.k°{�.+ - �1�ii 1. r�� b .> tel. _'' '..� a 5 •L '+ •, -' d� e 4 ' ' �t'� .c+`>. `' e�`�5�� r„yy+lrV7q 1pN�`— p,.. -'!n �• 4-j. 1��1°i/�I�/�ipr't + l �a 6 �``_ASnE� AN PLAT��[J�C,;.. LfFt°Ta �!t3.IC 'RERDS .t' h1�Ai�=BADE'TY, 'FLt]RIDA. iJ31; 1 104TH _ ST +MIAMI SHIMES FL, • • '. '.Twp' V+. - r� <' .. 4 > = 1. 4�hvy ' Eert-ified Toil bassy title XOPP Cation "nrlichardo; .Stewart •Title 6'uaralaty- CWpaV '- Vsshtenaw "gage ' ComOny; its successors and/or assigns: , } - « - % e■ ^Vi lye, _ CANAL NE 104�H n ST ,w Pc •• - - ',,, 6 sT* jai-• . Jog* ►W G�J/�7'•A•�.1.��•u�.77�� ,�t�.��(��^ -may -ItiSTANCirS AND• SIRECT '+_�N'y}n -/1R.' ;• �• - S F i t Am.;~ ' -�._$ 6 rP+� fu' 5;��• TfCi�i uoi L- t IG -T CONTRARY. TFEY AW "#4 THE KAT btSTA An DDO_ CVIS D C11T� t3 ` U"E AND PQRTM - FdffbAS PROVIDED & 'OTHER 11/0I MS NOT tall ' EXANMTIO N CF -'TW ABSTRACT. O' TED f IF ANY AFFECTING :THIS PROPERTY' ,TITLE-. VD.L FN4VE TQ eE >NAi� TO DFTERMD�EMaa= DNSTR!> uxm THE .NATIONAL FLOJD INSURANCE RATEMAP 'DATED 3-2-94. DELD"TES THE ABOVE BES' LAND TO BE. SITUATED VITHiN ZO - . `AE- -1 E - I HEREBY CERTIFY' THAT THE ATTACHED BOUNDARY SURVEY tB' -THE Ate• DESCRIBED PROPERTY^ j=C GT - M THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED UNDER MY ARE NO VISIBLE ENCROACHMETS UNLESS SHOW. AND THIS SURVEY_ MEETS MIN” . ff1ST DARTHA;TNS DS SYTHE FLORIDA BOARD OF LAND SURVEYORS, AS SET FORTH AN CHAPTER 427A27, I3F THE FLORIDA ADMINISTRATIVE CODE. THIS SURVEY DOES NOT 'REFLECT, FOR' KENNY . PIcHARDQ f -ORDER-NM 4-99-43 '=. '•: .'.:: .•• �.cl � ; ��y' �. w THE - 9q�lA • ` • -- r • - • • .,�, � _., .. FAY - - . VALID VITIOUT mm Aft atIG�NAL• � RAISED'SEAL A FLORIDA LICENSED 13F -AND MAPPER. 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