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WS-15-1394Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-236353 Permit Number: WS -6-15-1394 Scheduled Inspection Date: June 25, 2015 Permit Type• Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type• Final Owner: DE ARMAS, ANDRES Work Classification: Door Replacement Job Address: 144 NW 105 Street Miami Shores, FL 33150 - Phone Number (305)613-0311 Parcel Number 1121360131320 Project: <NONE> Contractor: SILVHER CONSULTING CONTRACTING LLC Phone: (352)256-5380 3uuaing Department Comments REPLACEMENT OF NEW IMPACT ENTRY WOOF DOOR OF 36X80 INSPECTOR COMMENTS False June 24, 2015 For Inspections please call: (305)762-4949 Page 18 of 40 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid June 24, 2015 For Inspections please call: (305)762-4949 Page 18 of 40 Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 '[ora Project Address Parcel Number Applicant 144 NW 105 Street 1121360131320 ANDRES DE ARMAS Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell ANDRES DE ARMAS 144 NW 105 Street (305)613-0311 MIAMI SHORES FL 33150- 144 NW 105 Street MIAMI SHORES FL 33150 - Contractors) Phone Cell Phone SILVHER CONSULTING CONTRACTIN (352)256-5380 ie of Work: REPLACEMENT OF NEW IMPACT ENTRY WOO of Openings: 1 titional Info: Residential 3 Fees Due Amount CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $127.80 Valuation: $ 2,600.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due I Invoice # WS -6-15-55898 06/24/2015 Credit Card $ 127.80 $ 0.00 Available Inspections: Inspection Type: Final 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: Ice ' all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni I� more, uthorize the above-named contractor to do the work stated. June 24, 2015 Authorizes-6i�f re: Owner / Applicant / Contractor / Agent uate Oct. 0 RV 8/31/09 Building Department Copy June 24, 2015 1 Miami Shores Village �\ L_J Building Department015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax. (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 10 BUILDING Master Permit No. 3C, Ll PERMIT APPLICATION Sub Permit No. E!fBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL []PUBLIC WORKS ❑ CHANGE OF CANCELLATION (] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: / "Y' -/ !f✓d?/ /®,T Stege City: Miami Shores County: Miami Dade Zio• 323 -� Folio/Parcel#: J/ a2 / -3e' - 0/3 `/32 ® Is the Building Historkalliy, Designated: Yes NO 01f_ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simplee /Titleholder): A-'- Wg",e0 /�C -44r -*745 Phone#:.30-5 el3 d 3/./ Address: City: eV -'W-7,' .r% v e"C State: Zip: :3 3 l ,SIO Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: _r1h,, e ©�.� �7 ice® y��'`C � i ��? Phone#• 3-5 2 25 e 5�8 0 Address: l® 3 � � -C 9 )* 57 / � / City: /err i- -t State: � � Zip: 331-79 Qualifier Name: 1/c✓ B �r J -5 �v It Phone#:3X2 2_54'53,90 State Certification or Registration #: eG ®_Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: Cttry: —State: Zip: Value of Work for this Permit: $ d6 00 - Square/Linear Footage of Work 3 6 l Y- 8 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: -__ ef-L.ep% ce 451- �� f e-,� Specify color oL color thru tile: Submittal Fee $ 2Permit Fee $ 1 �a • w Scanning Fee $ Radon Fee $ CCF $ CO/CC $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 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 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 $250, 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 approve d a reinspection fee will be charged. Signature Signature P OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this s day of �thC U C i 20 by /S day of�—(�—Q I 20 ®S' , by nrho is personally known tq UO s "K , B Ll a� ho is personally known to brie or who has produced as ` me r who has produced as identification and who did take an oath. NOTARY Print: Seal: r® - r - �''�', Vie; MY L—Tr .5 on'rls Jun 16, 102804 15 identification and who did take an oath. ##ffi#ffi#ffi#ffiffi#####ffi######ffiffiffii#ffi# ######i####ffiffi##i##ffiffi##ffii####� APPROVED BY I Plans Examiner (Revised02/24/2014) Structural Review Zoning Clerk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 SILVA, LUIS J SILVHER CONSULTING CONTRACTING LLC 10773 NW 58TH STREET #121 MIAMI FL 33131 you became erre of the needy Con�hd� 'onsodll V licensed bone y the Department of Business and Professional Regulator. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, 0 and they keep Florida's economy strong. Every day we work to Improve the way we do business In order to serve you better. For Information about our services, please log oft vwrw myflorldallcense.eom. There you can find more irdormation about our divisions and the mutations that impad you, subscribe depertrrre to rd newsletters arcd learn more about the Departments bt Our mission at the Departnerd is: License Ef clenty, Regulate Fahy. We�ns�tly strive to serve you better so tint you can serve your customers Thank you for doing business In Florida,and congrandations on your now tcerml DETACH HERE STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGC151830I ISSUED. 0711 W2014 CERTIFIED GENERAL CONTRACTOR SILVA LUIS 3t[ VHER CONSULTING CONTRACTING LLC IS CERTIFIED under the provisions -of Ch.489 FS. F dale: AUG 31,2019 L140TI M030 RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ger- r CONSTRUCTION INDUSTRY LICENSING BOARD CGCIBIWGI The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Cha*r 489 FS. - Expiration date: AUG 31, 2016 SILV& LUIS J � SILVHER CONSUM INGCONTRACTING LLC 10773 NW 58TH STREET #121 MIAMI FL 33131 i . ¢-» U. _ .. ne^•. ISSUED: 07/1WM14 DISPLAY AS REQUIRED BY LAW SEOa L140715MIMB Lucat Business Tax evert �liarni, Made bounty+, St to 'f f1 ri �, .� Andres - Do ... pdf (746 KB) From: Luis Silva dsilva@silvherc c.com>(f Subject: Documentos Puerta Permiso Date: January 15, 2015 2:49:54 PM EST To: Andres De Armes <andresdearmas@yahoo.conu Reply -To: Luis Silva <Isilva@silvhercc.com> Solo talta el surveys JEFF ATWATER CHEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORD COMPENSATION • • CMTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION TMs oeffm that the hlftdual 118Wd baler hN decmtl to be exempt Umm Rarta Work Compensation law. EFFECTIVE DATE 2/11A14 EXPIRATION DATE 2fI9=6 PERSON: SILVA LUIS J JR FEW: 270805W BUSINESS NAME AND ADDRESS: SILVHER CONSULTING CONT 10773 NW NTH STREET, 5121 DORAL FL 33178 SCOPES OF BUSINESS OR TRADE LICENSED GENERAL Pmwwdb Chepbr440.05(14),F.8, an offim ate awpwa6wiwip eleab moanplbntmtdaalepbrly SBigaoatiRmI ofabwbn widertiseeotai may not mowarbwaftwo npwmallOn mfortbtlopW. Fwmmn<b Chapbr441).W ).FA, Ca9Bm0eadoboNonb be exec appy alywIDtln is eoope ofte buebeeaorbide aebdonte roEae ofebaia�b ba Pwmmntb Chapbr4480t(13j, F.&, t4otoesafebalon b be esemptendoer�mbsof a*60ft be mcanpt dlea be 800010 eewodw If, atamr8no emotef *afto mace of le—e ofte aw®wb, tm pamon ontoretoear wmHlo� m bngeroeebtlo toqutmnmaeofti9aerdioe trkomua da maaoata. Thedpmbmdades rowim aaer0'Mmb atmry tme fata&ae cite pmmn coned onto owVfVmb b ne�te rapOmnwm�tdssmam�. DFS4-2-DVr—= CERTIFICATE OF ELECTION TO BE EXEMPT REMED 07-12 QUES K*W WWI34609 6 Attachments, 2.7 MB Date: January 21, 2015 State of Florida County of Miami -Dade Before me this day personally appeared Luis J. Silva who, being duty sworn, deposes and says: I, Luis J. Silva, owner and manager of the company name Silvher Consulting Contracting, LLC with the Florida license number CGC 1518301, I stated that I am the only person who will perform the work of the door installation at the property located: 144 NW 105 St, Miami Shores, FL Sworn to (or affirmed) and subscribed before me this 22 day of January, 2015, by MARIANGEL CAICOYA ` °�= Notary Public - State of Florida ice„ or My Comm. Expires Jun 16, 2015 Commission # EE 102804 Personally know. OR Produced Identification Type of Identification Produced Print,, ailwber Consulting Contracting 03C; 1518301 107733 NW 58•`" ,t # 121 Mimni, FL 33178 lsl.lva&si.lsherc:c.coni Phone: 352 256 5380 or Stamp Name of Notary Miami shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.. Therefore, you may be personally liable for the worker compensation iniuries of any person allowed to work under this permit Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Signature: State of Florida County of Miami -Dade 9 The foregoing was acknowledge before me this day of JWV , 20 1 e- . By%7 ,-PS�rM�&g 6z9rc% who '�L personally known ' ��r d ��du as identification. Notary: SEAL: MA. CRISTMA FAJARI Ne ty Public - State of F My Comm. Expires Feb 6. Contractor Signature: State of Florida County of Miami -Dade /y�_ The foregoing was acknowledge before me this s day o r , 20J Com. T By (i ( !6 :% V/V_ as is personally knowqAo m or has produced RIAMGEL CAICOYA Natary rub! -.State of Florida My Comm. Expires Jun 18;'2015 Commission # FF 10284 T MIAMHDiADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mmmiaqidade.gooibuilding F.P.G. Wholesale, Inc. 7190 Coral Way Miami, FL 33155 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 after 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: Series "Condoor Impact" 81011 Outswing Opaque Wood French Door w/ wo Sidelkes — L.A .I. APPROVAL DOCUMENT: Drawing No. W10-11, titled "Series Out -Swing Wood Patio Door (L.M.I.)", sheets I through 8 of 8, dated 03/11/09 with revision "B" dated 05/03/12, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, 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 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 avails le far i• s • •int • e ' b site at the request of the Building Official. It � P� 4 g th.J4 �1 g This NOA revises NIO*0 .Q 0503:83 and wasists of this page 1, evidence submitted pages E-1 and E-2 as well as approval document mentioned above. The submitted diourni Cation Ova ueviewed bX Kelmy A. Makar, P.E., M.S. • • • NOA No. 12-0514.22 �' '�!?� 'u • • • • • • • • • • • Expiration Date: 08/25/2015 o7/a5`Zo 12 Approval Date: 07/05/2012 ... ... Pagel . . . .. . . .. . . .... . . . .... ... . . . .... . 6••• • 0000.. 0000 • . 0000se.. 0000.. . f• 0000.. 0000.. 0000..f f . 0000 •.•• f • 0000. 0000 0000 06.60 •. . ••f••. • • . 6 • •.6.6• so 606.06 . f . 0000.. 06000• f i • • • F.P.G. Wholesale, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #10-0503.03 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-11, titled "Series Out --Swing Wood Patio Door (L.M.I.) ", sheets 1 through 8 of 8, dated 03111109 with revision "A" dated 06130110, prepared byAl— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 20294 4) Large Missile Impact Test per FBC, TAS 201 94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked—up drawings and installation diagram of OS French door, prepared by Hurricane Engineering and Testing, Inc., Test Reports No.'s HETI- 09-2501, HETI-08-2119A, HETI-08-2119B and HETI-08-21 72, dated November 23, 2009 revised dated July 15, 2010, all signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2007, prepared by Al—Farooq Corporation, dated 12114109, signed and sealed by Javad Ahmad P. E. Complies with ASTME1300-04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office MCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated December 10, 2009, signed and sealed by Javad Ahmad A E. 2. Laboratory compliance letter for Test Reports No.'s HETI 09-2501, HETI-08-211 9A, HETI-08-2119B and HETI-08-2172, issued by Hurricane Engineering and Testing, Inc., dated November 23, 2009 revised dated July 15, 2010, all signed and sealed by Candido F. Font, A E. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• Helmy A. Makar, P.E., M.S. . Product Control Unit Supervisor . . . . . . . • .. • . . . . • •. . NOA No. 12-0514.22 . .. .... .. • • • • • Expiration Date: 0$/25!2015 Approval Date: 07/0512012 ••• • • • ••• • • 6666 6666.. 6666 . . • 0060 f •• 0600.• • •. •.ws•. • 0060.• • • 0060 • . • • Seto: 0600 •e0. • • 0000• •s • •ss.•• 0060•• 0060 •s •• • 0 • • 0.006• • . • w • • w F.P.G. Wholesale, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-11, titled "Series Out -Swing Wood Patio Door (L.M.1) ", sheets 1 through 8 of 8, dated 03/11/09 with revision `B" dated 05/03/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor calculations complying with FBC 2010, prepared by Al-Farooq Corporation, dated 05108112, signed and sealed by Javad Ahmad, A E. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2010, dated April 25, 2012, signed and sealed by Javad Ahma4 P. E. •• • • • • • • • . • •• •• .• . . . .•. .• . . .. .. . ..•. .. •• . . .••• .• • . • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • R-1 Helmy A. Maker, P.E., M.S. Product Control Unit Supervisor NOA No. 12-0514.22 Expiration Date: 08/25/2015 Approval Date: 07105/2012 0.0 Le • ••• • • • • as*• • • •• •• •• • • • •• •• • • • ••• • • • ••• SURFACE BOLT LENGTHS BB" LEAF HT. 42' LONG 84" LEAF HT. a 30' LONG 80" LEAF HT. a 28' LONG 9 OUT—SWING WOOD PATIO DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 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 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME IMO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 22 4" 9" MAX. Z HEAD/ILLI r D CORNERS t `}7-77-7-7 1\ lv 'I MX tF ACTNE � , , wacnve 4" 9" MAX. Z HEAD/ILLI r D CORNERS I I I I I I I I I I I I I I I I I I I L7E3 1 38' MAX, 37 3/4' MAX. •LEAF WIDTH LEAF WIDTH • 190 1/2' MAX. • • • • • FRAME WIDTH • TYPICAL ELEVATIONS • • es S'In8 � • �� wNt5e�--zt ID SOLID WO;D 1FjftRTS LARGE MISNICE NPAC THESE DOORS/SIDEUTES ARE RATED FOR LARGE & SMALL MISSILE OAPACT. Engr JAM Aft cfVL SHUTTERS ARE NOT REQUIRED. FLA. PE CAAL 73ae� THE APPROVED PRODUCTS NOTED HEREIN ARE EXEMPT FROM PRESERVATNE TREATMENT PER 23282.1 OF THE FLORIDA BUILDING CODE WHICH EXEMPTS WOOD SPECIES LISTED AS 'DURABLE'. THE SPECIFIC PRODUCTS HEREIN ARE EXEMPTED WOW SPECIES BASED ON USDA USMG AND MUST 1,,A HAW A SPECIFIC GRAVITY EQUAL TO OR NIGHER THAN THE REFERENCED SPECIES. MAY40 201 drawing no. W10-11 • • •4 • t `}7-77-7-7 'I I I I I I I I I I I I I I I I I I I I L7E3 1 38' MAX, 37 3/4' MAX. •LEAF WIDTH LEAF WIDTH • 190 1/2' MAX. • • • • • FRAME WIDTH • TYPICAL ELEVATIONS • • es S'In8 � • �� wNt5e�--zt ID SOLID WO;D 1FjftRTS LARGE MISNICE NPAC THESE DOORS/SIDEUTES ARE RATED FOR LARGE & SMALL MISSILE OAPACT. Engr JAM Aft cfVL SHUTTERS ARE NOT REQUIRED. FLA. PE CAAL 73ae� THE APPROVED PRODUCTS NOTED HEREIN ARE EXEMPT FROM PRESERVATNE TREATMENT PER 23282.1 OF THE FLORIDA BUILDING CODE WHICH EXEMPTS WOOD SPECIES LISTED AS 'DURABLE'. THE SPECIFIC PRODUCTS HEREIN ARE EXEMPTED WOW SPECIES BASED ON USDA USMG AND MUST 1,,A HAW A SPECIFIC GRAVITY EQUAL TO OR NIGHER THAN THE REFERENCED SPECIES. MAY40 201 drawing no. W10-11 • • •4 • •�• • • • •�s • • • • • • • • • • • • • • • • • • • s •�• • • • • •�• • s • •• • • • • • • • •• • • • • • • • •• • • SINGLE LRAF (K) OR DOUBLE LEAF (IDC) DOORS wormw LEAF LEAF LEAF STATIONARY PANEL (0) OR DOORS WITH SIDE11TES WI W2 W7 W2 Wt k DESIGN LOAD CAPACITY - PSF 1 1 VADTH WIUTH DESIGN LOAD CAPACITY - PEP 1 1 1 t-11/18' %K. 1-11/16' THR WOOD PANEL / / \ WIDTH (W) LEAF HEIGHT W000 PANQ / / \ \ / / 0 �` 3 LEAF WIDTH LEAF HEIGHT / / \\ Fr./W. FT./IN. Fr./w. Fr./IN. EXT. (+) utr. (-) a/o 60.0 60.0 a/0 60.0 60.0 2/6 6/0 60.0 60.0 2/6 6/0 60.0 60.0 3/0 60.0 60.0 3/0 60.0 1 60.0L \ N / I �—W—t�p -w�2 Wt W1 W2 c7 n x xx I I I I g a �m 0 WIDTH (W) Wi 2 W2 (FOR DOORS WITH 90EUTES) S N � Z 0 x DECO tRANE MOLDING OPTIONAL 4. ¢ SOLID O r1 OR INSERT o SOLID WooD � LAMINATED WOOD 6D X 1-3/4' LONG • W • _, B FROM ENDS ENDS . . . • a . & 3' O.C. MAIL • • • 0 • 00..00 00 • 0000.• • • .. •PRCMINSARD • • • 00 a C all 0000•• • �� • o f BWa thaPbodda • • 4 • z eace(ga GLAZING DETAIL • • • •. ° < m • •• tar. JAYAO AVMA cA�N.'3X2 wilo-i i sheet 2 of 8 0000 0. 0 0 . 0 . 0000 . .. . 0000... . .. 0000.. 00000. . 0000 . . 0000 0000 0 . 0 0000. 0000 0000 0000. .. . 0000.. . . 0000.. 0000 .. .. . . . ...00. 0.000. . . . . .....• . 0000.. . . LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH �LEAFWIDTH LEAF WIDTH LEAF WIDTH V a 0 I 8 Yj iyhS IO wi f3 O N IL z 0 a O a A Z idRi .. q o .. e3 a p . Li I, 2 •• • .. 0000.. .. .. 0000•. 0000 •• . .. 0000.. . . .. 00 08 so a mo �i LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES IVo - .?I- AND Z2AND DECORATIVE MOULDINGS GLAZED WITH SOLID WOOD INSERTS ARE ALSO ALLOWED. Bs • � < m • MINIMUM DIMENSIONS: TOP AND BOTTOM RAILS .........................5-1/2" •• LOCK AND HINGE STILES ........................ 5-1 /2" IgypD .A>t o INTERMEDIATE STILES...............................5-1/2" FlA PE70.982 CAN. 798E $ dmwing no. W1O-11 . shee(— t 3 of BOLT SUPPORT AT HEAD/SILL ALUM STRIKE PLATE ALUM STRAP BRACKET VEMSEDED IN WOOD FASTENED WITH (2) 08 XI{ 1-1/4' SMS 05 O FOR v TYPICAL ANCHORS SEE ELEV. FOR SPACING DOOR UNITS ANC METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FORSPA WVG X0.1 MULCOUNTY APPROVED 6&s Q aM MULLION UON & & MULLION ANCHORS C SEE SEPARATE NOA 1* X 2' FH SMS 3-1 2' FROM ENDS D 15/ O.C. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.G. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. TAPCON BY 'ITW' (F.-120 KSI. FY -92 KSI) 1/4' DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, F"155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY • • • 1-1/4" MIN. EMBED INTO CONC. OR MASONRt • •• DIRECTLY INTO CONIC. OR MASONRY • • • • • • 1-1/4" MIN. EMBED INTO CONC. OR MASONR* • • • • • • • • • 1114 SMS OR SELF DRILLING SCREWS (GRADE 4•c" • • • INTO MIAMI—DADE COUNTY APPROVED MUWONS4(IIIIN.•TH K. = 1•/8"� INTO METAL STRUCTURES Goes • • STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) g X 2" FH SMS ALUMINUM : 1 /8" THK. MIN. (6063—T5 MIN.) • • : • • : : • T 3-1e2' FROM ENDS (STEEL IN CONTACT WITH ALUMINUM TO BE PLAiEDaW PAINTED) •• a 15 O.C. MAX. TYPICAL EDGE DISTANCE • • • • • • 1 J I K t'8 g Z W "1 JO 01 Z 38MO 5 a cn , h�} n ts:2F INTO CONCRETE AND MASONRY = 2' MIN. • • • INTO WOOD STRUCTURE = 1" MIN. • • • INTO METAL STRUCTURE = 3/4" MIN. 0 • • • • CONCRETE AT HEAD, SILL OR JAMBS Pc m 3000 PSI MIN. • C-90 HOLLOW/FILLED BLOCK AT JAMBS rm . 2000 PSI MIN. • • ig E &pn JA AD. AHMADcift S a N PROWTCYmwmm :HORS -OR SPACING 3Z*" TYPICAL ANCHORS SEE ELEV. FOR SPACING I TYPII WI OACTIVE alum S 1/2' MIN. MAX T gexz' FH WOOD SCREWS IN PAIRS 5D X 1-3/4° LONG am MLS H 0) AT EACH END AT 12' O.C. MAX. ° FROM ENDS h0.C. MAX. I 1 WOOD H FH WDDD SCREWS AT 15-3/4' FROM ENDS AND S' O.C. MAX. EXTERIOR INACTIVE LEAP CIVIL• T Flt N IP2 M 8 012 0/ $� n 3� O J 8 � _Z d w �1.IaMp�p11 so. J $ o td O I .. S . o sees•• •• • • • •••.•• • . sees e•s I • • .•..•• • • kidd • • •• •• •e • 6$ • . PR0DUCr�o�mptriosLfBVffrMDt+►d�iQ6• � N � 19_�n4/Q.2 • 0000 0000.. 0000 . . •...•• • •• sees•• • sees•• . • see• sees 0000• ••s• •.e• •..e• •. • •••see •0000• ...• •• •• • • • •0.00• 0•0006 • • • • sees.• • • • 0 00 lid TYPICAL ANCHORS SEE ELEV FOR iikINC O1/4- X 2— ITW TAPCONS gm LENGTH 08 X 2- FH SMS "ITII*r FROM ENDS FULL 1 AT 5-3/4- FROM ENDS AND 12, O.C. MAIL 1 1#8X 3/4- FH SMS IN PAIRS D 14-1/4- O.C. MAX. AT I- FROM MW & 10-1/2- O.C. 15 0fC a. —al 0 21OW.0 WOOD SUCK 0* 0) 0 0*0 2 EXTERIOR POLYURETHANE GLUE• 5 1/2- MIN. 5 1/2- MK 5 1/2' MK LEAF MOTH LEAF NDTH 1/4' MAX. FRAME VADTH Edd LSIUCONE DGW CORNING 795 C06 R&I PE t"70M ...... .... . . ...... . .. ...... 000* ••i.i •• ! •••••• •ii••• ••.i •• •• • • i ...iii iiiii• • • • • • II p---5.250 Imo-3.,40-�1 U FRAME HEAD/JAMB O TOP & BOTTOM RAIL HINGE & LOCK STILE/SIDELITE STILE 1 ALTERNATE l TOP & BOTTOM RAIL HINGE & LOCK STO.E/SIDELITE STILE 4.625 I -4--==r 1.820 L.062 .zoo O SIL C 8083-T5 —3.925- 1.750 .9251.750 ase M —5500 12 INTERMEDIATE STILE 'LT—� 1.181 1.693 .BtB GLAZING BEAD O ASTRAGAL 1.790 1x69 :.• � %� . .375-1 I .290 O ASTRAGAL INT. COVER ----f.276 ----f.279 L 10 ASTRAGAL EXT. COVER ITEM ® PART 9 PXQD. RESCHH TION MATERIAL MANF./SUPPUER/REMARRS 1 - 3/ DOOR FRAME HEAD/JAMB W000 - 2 - AS READ. TOP & 13DTMM RAIL/HINGE & LOCK STILE/SIDEUTE S71LE WOOD - 3 - AS REDD. ALTERNATE TOP & BOTTOM RAS./HINGE & LOCK STILE/SIDEUTE SOLE WOOD - 4 - 1 SILL COVER ALUMINUM 5 - 1 SILL FILLER WOOD 6 - 1 FRAME SILL WOOD - AS REDD. GLAZING READ WOOD - • • • - I ASTRAGAL. PLYWOOD AB MARINE GRADE 13 PLY MANUALLY OPERATED CONCEALED FLUSH BOLTS 2830 BY HAGER OR FPG• - I ASTRAGAL INTERIOR COVER WOOD - r14- - - ASTRAGAL EXTERIOR COVER WOOD - - AS READ. INTERMEDIATE STILE WOOD - S44 4/ LEAF HINGE UEEL OR ST/ST DELTANA g10 X 3° 3/ CORNER FRAME ASSEMBLY SCREWS FLAT HEAD - - 15 QE80850 AS READ. FRAME WEATHERSTRIPPING 0-LON �...... PVC SCHLEGEL WOOD OPTIONS 1- SOUTHERN CHERRY 2 -ANDEAN WALNUT B- TROPICAL WALNUT 4- WME OAK 5-- YESQUERO SPECIFIC GRAVITY - 0.50 hM. (E=1.400,000) GRADE - 2 MIN. MOISTURE CONTENT - 12% MAX. EME 13 .13' THK. STEEL NLur, META e'nnN =REINS 1 PANEL: (4) ®12 X 1-1/4" FH SMS TO FRAME: (2) 012 X 3/4" FH SMS IN INNER HOLES (2) 1/4° X 2-1/4" FH TAPCON IN OUTER HOLES � � I .285 2.40D1 , OSILL FILLER O FRAME SILL W000 Wow SEALANT: FRAME & PANEL CORNERS SEALED WITH OUROLOK CM902 SEALANT. FRAME AND PANEL CLADDING GLUED WITH TECHNOBOND L560S. HINGES; 4" X 4" X .130" THK. HINGE • • • • 4 PER LEAF AT 9-3/4" FROM EACH END • • • AND 25-1/2- O.C. MAX. • • • • • • • LOCKS: •••••• CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF t"Va STILE • • KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTGRIOR • • PASSAGE LOCK AT 36" FROM BOTTOM, • • • • • • DEAD BOLT AT 42" FROM BOTTOM 000000 • OPTION 1= EMTEK CORTINA KEYED ENTRY DOOR LEVERS • • • OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOB • • • • OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET • • • • • • MANUALLY OPERATED SURFACE BOLTS BY 'DELTAIW AT 60P AND• • BOTTOM OF ACTIVE LEAF. • • • • (MUST BE ENGAGED DURING PERIODS OF HURRICANE W:MIt6f00 • • MANUALLY OPERATED CONCEALED FLUSH BOLTS 2830 BY HAGER OR FPG• WITH 5/8° THROW AT TOP & BOTTOM OF, INACTIVE LEAF. • • Ear. J VAO AHMAO CMI.. I PROAUCTRmaw �4mV 0 g Q 0 2 n Eis I<h m 41(d 41110 J I O _z O WQM,o 34Q J $ Z82- t: C R n Li. P x uowtng no. W10-11 ...... .... . . ...... . .. ...... . . .... .... •...• •••f ease 00.060 .• • •a••.• • • • else.• ••06.06• 0 00 \ , \\ P \� w , x \ w a m O O P P o w N w w x x w � 0 kg • • • • • • • • • • T « o3-tt-oe icmr rOU%&NG WOOD PA110 DOOR (L.M.1.) AL FAROOQ CORPORATION ^d �. s/a• _ r a asx@1 amu. PER � cote6l+rs F.WHOLESALE INC. S.W.sEMMUMM&ia uucrnt oPweovr m s asrs'a N0 a""N0E 70S mw P.G.7190 CORAL WAY RVAMI, F OMDA 33s74 0 MIOMI. FLORIDA 33155 TEL C0M2s44BUM FAX(MM262-SM C' tD _. o cnt. er: TEIN (305) 286-2298 FAX (305) 261-8540 CObIP-ANL\W10-t1FPG • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••• 0 0 AL-FAROOQ CORPORATION ®. CONSULTING ENGINEERS & PRODUCT DEVELOPMENT SITE SPECIFIC: WIND LOADS WIND STANDARD: ASCE 7-10, FBC 2010 EDITION (Based on data supplied by client) 1. Client : ANDRES DE ARMAS 2. Project Name ; 144 NW 105 ST RESIDENCE 3. Project Address : 144 NW 105 ST 4. County 5. Building Height . MIAMI SHORES FL CTY MIAMI DADE I ? FT. 6. Building Dimensions : Length 7. Building Roof Slope . ❑ Flat 8. Risk Category ❑ I 33150 STATE AP FT. Width 75 FT. ❑ Slope ( See Figure 1 below) ®II ❑III &IV Risk category 'T applies for non essential buildings. e.g. storage facilities etc. Risk category 'II' applies for all commercial and residential buildings. e.g. homes, appt., offices etc. Risk category 'III & IV' applies for essential buildings. e.g. schools, hospitals, police stations, fire stations etc. 9. Attach floor plan with shutter/ window, sizes and types. (Note: If maximum load used for all openings, floor plan is not required) Client Representative Figure 1: . ........ . .. ... .. . . .. toact roof .. . . . . . . . . Flat roof • • • • • • • JAVAD AHMAD, P.E. 1235 SW 87th Avenue* Miami, FiL 331.74• J: Z05.264.8100 I F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com • • • • • • • • • • ••• • • 0 ••• 0 0 .... SSSS.. SSSS . . SSSS .. •S...• SSSS.. •..• . SSSS. Soso SSSS SSSS. •. SSSS.. ...... SSSS.. SSSS.. 00 ANDRES DE ARMAS 144 NW 105 ST MIAMI SHORES, FL 33150 Coefficient Kh 0,85 Coefficient Kzt 1.00 Velocity Aresgiure Evaluated @z fqz] (Ib/ftn 2) 56.64 ••• • e .• Wind Speed (mph) 175 Mean Roof Height [h] (ft) 12.00 Importance Factor 1.00 Height Above Gnd. Level [z] (ft) 12.00 Exposure Category C Horizontal Dimen. of Bldg. (ft) 102.00 Risk Category 2 Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kz 0,85 Coefficient Kd 0.85 Velocity Pressure Evaluated @h fqh] (WW) 56.64 sees •MeNk -.---i e CoryType e • • • • • • • Component Size � • • • • • W (in) H (in) S (in) A ft^2 Gcp Coefficients Z4+ Z5+ Z4- Z5- Gcpi Coeff. Pos Neg Design Wind Pressures (Ib/k^2) Z4+ Z4- In Zone 04M e' e e e e e e 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 40.1 -43.5 40.1 -53.7 *see sees sees • sse• see• .....�Y.e.-•f •se. • • •ecce• • •.s. • •• 69:06• s cess • •• see• ecce • • f'fJVG /-IV III UVLIF L.VLIIJJ V/V 4iwIV1r'VIV=IV I J AIVIJ LiLALJIJIIVL7 : AL-rAKUUW UUKrUKAI1UN, U35 S.W. 37th AVE, MIAMI FL. 33174. TEL:305-264-8100 Engineers Seal Engineers Name And Signature Design Date Design Reference Number 5/22/201510:46:18 AM AFC#15-0669 0000.. 0000.. . .. 6.6.• 00000000 0000. 0 6 0 0000 0000 . . .0000. 0000.. 99..9. .. 0000 699690 B.C. zj W SKETCH OF BOUNDARY SURVEY 23.5' Parkway I M 19.00' 250.00' Lot 8 Block 126 SCALE; 1%-.20' 75.00' Total R/W _N.W. 105th STREET _ 15' Asphalt Asphalt o Grass 18.00' NO ID 75.00' 5' Conc.Walk 120, 40'7, CL ao m v V N ci I � I 0.20' 13.10' CL Gate I 13.65' 11.45' 13.40' CL To •• ••• • • • • • • •• • • • • ••• •• ••• •• • • • FNDJ.P.1 /2" 0* OL IDLe • • •� • • • •• • • • • • • • • • •• • • • • 10.0( E. iA d; r• 4.70' ED Go 0.50, Ci 15.50' T A/C77 rick Uti Rot W C7) Cr m • i 9002,56 � � ... • • • . • . • . . • . • . . . • • • • . .• •• • • . •. .. ••. • • . ... . • x o cq I Wzooll 19.40' I o I o I � ONE STORY CBS RESIDENCE # 144 I 13.50' 12.8' x I 0 o co �I 22.65' I I Pavers I I I I I I I I 4' C.L.F. x—J-x- 15' ALLEY T CL 10— M a' o* � FND.I.P.1 /2" ,x FOR: ANDRES DE ARMAS JOB N0: 1410-032 ' FIELD DATE: 10-16-2014 � � � R� -1 Ty PROP. AD D• 144 N.W. 105th STREET, MIAMI SHORES, FL 33150 S11C'r `- �� DATE I fpr `PT ?119 [ _ WITH ALL FEDERAL .CT TO COMPLIANCE r nr cot IN -P RULES AND RECULATIONS -- I L ` l Replacement of New Impact Wood Entry Door of 36" x 80" NOA 12-0514.22 Remainder Lot 6 N Block 126 8g!9L0;Pfej&F ND.I.P.I/2" (NOID) _ — E Ivt CERTIFIED: ANDRES DE ARMAS JORGE LUIS LOPEZ-GARCIA,P.A. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY LEGAL DESCRIPTION: 7 & W 1/2 of Lot 6 126 AN AMENDED PLAT OF BLOCK: SUBDIVISION: SECTION No.5 OF MIAMI SHORES T BOOK: 10 PAGE: 47 OF: MIAMI-DADE COUNTY, FLORIDA. SURVEYOR'S NOTES.- 1.) OTES:t.) THE SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION FURNISHED BY CLIENT. 2.) UNLESS A COMPARISON IS SHOWN, ALL BEARING, ANGLES AND DISTANCES SHOWN ARE THE SAME AS PLAT VALUES. 3.) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT AND THE SAME, IF ANY MAY NOT BE SHOWN ON THE SKETCH. 4.) UNDERGRAUND PORTIONS OF FOOTINGS, FUNDATIONS OR OTHER IMPROVEMENT WERE NOT LOCATED. 5. FENCES TIES ARE TO THE CENTER LINE OF THE SAME. 6.; WALL TIES TO THE FACE OF THE SAME 7.)ELEVATION WHEN SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 929) UNLESS OTHERWISE NOTED. 8.)�THERE NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN. 9.JTHIS SURVEYS FOR MORTGAGE PURPOSES ONLY, NOT TO BE USED FOR CONSTRUCTION PURPOSES. (FLOOD ZONE INFORMATION) ZONE: X COMM:120652 PANEL 12086CO302 SUFFIX: L DATE. 9-11-2009 BASE. N/A NOTE: DETERMINATION OF FLOOD ZONE LINES WERE BASED ON SCALING OF FEMA MAP LISTED ABOVE. NOTE: ALL BEARING HEREON ARE BASED TO THE PLAT BEARING OF N/A ON THE CENTER LINE OF N/A PROPERTY LINE. EASEMENT VIOLATIONS: ❑ YES X NO APPARENT VISIBLE ENCROACHMENTS: ❑ YES X1 NO COMENTS: ABBREVIATIONS: SWK= Sidewalk, CBS= Concrete Block Structure, CLF= Chain Link Fence, PL= Property Line, DUE= Drainage Utility Easement, IP- Iron Pipe, 1 " A/C-- Air Conditioner Pad, P/C= Property Comer, DM= Drilled Hole, W/F= Wood Fence, RES --Residence, CL= Clear, IR= Iron Rebar, UE= Utilty JUN09 2015 EasemeC/L= Center Lie, O= Diameter, � Tyght of pical, M Measured, R Drainage Recorded, ENCR= Encroachment, COMP= Computer, ASPH= Asphalt, NID= Nail & Disc., I S= Set, FFE= Finish Floor Elevation, 0/S= Offset, P/P= Power Pole, i e � OHP-- Overhead Powerline, WM= Water Meter, WPP-- Wood Power Pole, - -- E.M =Electric Meter, M.F=Metal Fence, P.F.=Plastic Fence, D.M.E: Drainage Maintenance Easement, C.M.E.=Canal Maintenance Easement, LM.E.=Lake Maintenance Easement, WE= Maintenance Easement, B.0=Block Comer, P.0=Point of Curvature, FND=Found, NO ID --No Identification. r FIELD VERIFICATION FIELD VERIFICATION: THESE DRAWINGS INCORPORATE BUILDING INFORMATION COMPILED FROM VARIOUS SOURCES ASSOCIATED WITH THIS PROJECT AND DEEMED AS RELIABLE. CONDITIONS DIRECTLY AFFECTING THE PRODUCT OR ITS INSTALLATION MUST BE FIELD VERIFIED BY THE CONTRACTOR OR A CONTRACTOR APPOINTED REPRESENTATIVE PRIOR TO BIDDING. 2 4 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. *00 ..• . 0:0 .• . . . .. . . . .. . . . . . . .. . . . . . . . .. . . . .. . . . . . . . -l"'RENOVA-rEEf FLOUR PLAN ... . . . . ... . . . . . . . . . % . . . .. .. . . . ... . . . 000 0 . PLAN KEYED NOTES: ONEW WINDOW �O WINDOW NUMBER (# 1 DOOR NUMBER REQUIRED DESIGN PRESSURES: +40.1 PSF -53.7 PSF * ALL NEW WINDOWS SHALL MEET EGRESS REQUIREMENT AS PER F.B.C. 2010 *ALL NEW WINDOWS & DOORS SHALL COMPLY WITH SAFE GUARDS REQUIREMENT AS PER F.B.C. 2010 I J J 'n b V c1 z� a a oo�a O�Wo LL �or'c J�( WLO 0 x Ili z , = 4 r°za o DRAWN BY: MA 01.02.14 A-3.1 3