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FW-13-1116Miami Shores Village Building Department MAY 2 2013 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FB BUILDING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: UILDING ROOFING JOB ADDRESS: 3'l m5— 9 9 -s;— / City: Miami Shores County: Miami Dade Zip: 3 3 Folio/Parcew 1 -3 2 U L a - 0 13 - 5 (a DO Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder)- �JC� �� 'r � Phone #: 3L2 C-- 7,� 7' _ " '2SZ) Address: 9 Oct kle- 9 / 5'1- city: M //�M / S�Akp State: F Zip: 33 / 3 Tenant/Lessee Name: Email: -Po r be CONTRACTOR: Comnanv Name: r-'r::;F/VC - ��L v l? Ql�� Phnnn* Address: `// �, 9 A/ —2 & e' i City: Oome m14 -D State: Zip: 3 'C% .� /, Qualifier Name: I� t A r i c, i n P n r yr n Phone#: 3 9 (a -24 � f KOO State Certification or Registration #: v Certificate of Competency #: ^^l�� Contact Phone#: i y.� ` U gq Email Address: e CPS S ®R I /q y .(-1 MA (L : C ," DESIGNER: Architect/Engineer. Phone#. Value of Work for this Permit: $ of 1 33-7 Square/Linear Footage of Work: 67 J M . Color thru tide: d Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ 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 Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is i ed. t 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 o led e m The foregoing instrument was acknowledged before me this, day of ►'✓1 7 , 20 �, by v day of , 20 byL =r�� wpjq is pe +qly kiWn tome or who has produced `r �%�� who is personally known to me or who has produced and who did take an oath._ as identification and who did take an oath. NOTARY,PUBLIC: - 11 1 It v CU-w OF ot iaa T NOTARY PUBLIC: . State ;piteLL cF 12aa1015 Sign: "V Print: My Commission Expires: Structural Review (Revised 3 /12/2012)(Revised 07 /10 107)(Revised 06 /10/2009)(Revised 3/15/09) Clerk A °r' CERTIFICATE OF LIABILITY INSURANCE DATE05(itWD1DtYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTWICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT= If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsoment(s). PRODUCER Alliance Insurance Agency, Inc. 2950 SW 271h Ave Suite 100 Coconut Grove, FL 33133 Phone (305) 444 -8M0 Fax (305) 444 -8020 C BILL MICKEY PHONE (305)444 -8000 FAX No : (305)444 -8020 OX 4uic1Wote4u@-L- BeURER S AFFORDDNGCOVERAGE NAIO t IISURERA: GRANADA INSURANCE COMPANY INSURED FENCE SOLUTIONS INC. 4169 NE 261h CI HOMESTEAD, FL 33033- (305) 345 -4843 INSURER B. GRANADA INSURANCE COMPANY 04/061012 INSURER C: EACH OCCURRENCE INSURER D: ISEg Ea FWJMD oc w mm INSURER E: MEDEXP(Anyonepeison INSURER F: PERSONAL & ADV INJURY COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Iff TYPEOFINSURANCE IADDR UBR POLICY NUMBER Afim Mylpm LISTS A GENERAL LIABILITY ❑ COMMERCIAL GENERAL UABI LITY ❑ ❑ CLAMWWADE [] OCCUR ❑ GL0000007065.00 04/061012 04/06/2013 EACH OCCURRENCE $ 1,000,000.00 ISEg Ea FWJMD oc w mm $ 1()0,000-00 MEDEXP(Anyonepeison $ 5,000.00 PERSONAL & ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE S 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER ❑ POLICY ❑ 2FOR ❑ LOC PRODUCTS - COMPIOP Am $ 2.000.000.00 $ B AUTOMOBILE UA13UHY ❑ ANY AUTO ALLOWNED SCHEDULED ❑ AUTOS © AUTOS ❑ HIRED AUTOS ❑ SOS NED ❑ ❑ 0110FL00002800 -1 06/10/2012 06/10/2013 c rAll t� INGLE UTAT $ BODILY INJURY (Per Pusan) $ 25,000.00 BODILY IWURY (Per acide:d S 50.000.00 p�pEl�y $ 25,000.00 $ ❑ UMBRELLA LIAR ❑ OCCUR ❑ EXCESS LIAB U S CLAIM 41ADE -- — - - - - -- - -- -- EACH OCCURRENCg $ AGGREGATE $ D DED ❑ RETENf10N $, $ -- - -- -- WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTWE OFFICERIMEMBER EXCLUDED? 1114y�aaa InN�t$ C -_J DESLRIPTION OF OPERATIONS bebw - NIA -- - - -- - -- WC STATU OTH ❑ T9R1LU[VITS ❑ E E.L. EACH ACCIDENT I $ E.LDISEASE- EAEMPLOYE $ E.L. dSFASE - POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach FORD till, Ammar Ronvarks Saherbde, I once apace Is rac:dreA FENCE CONTRACTOR 2011 FORD F150 VIN: 1FTFW 1ET9BFA76558 2006 MITSUBISHI VIN: JL6BBGIS2K003952 2005 GMC VIN: 1FTRFJ8DC4B146470 CERTIFICATE HOLDER CANCELLATION 01988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010108) QF The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Vibe Building Departrnent THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 1 0050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 L v 01988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010108) QF The ACORD name and logo are registered marks of ACORD PERMIT # /a7 f CONTRACTOR: e SUBMITTAL DATE: ADDRESS: 30 NAME:/-�OAA-- /9 t rof RESUBMITAL DATES: PROJECT E• -3 • = FIRE STRUCTURAL IMPACT FEES ELECTRICAL HRSIDERM PLUMBING NOC MECHANICAL BL cal FENCSOL -01 MUAB CERTIFICATE OF LIABILITY INSURANCE DA E 4J2013m THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INARE148►, AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOUR IMPORTANT: if the certificate holder Is an ADDITIONAL INSURED, the pollcy(Ies) must be endorsed. If ABROGATION IS WAIVED, sub)ed to the terms and conditions of the policy, can policies may re*dre an endorsement A statement on this cerfiticate does not confer rights to the certificate holder in lieu of such ends s . PRODUCER Automatic Data Priming Insurance Agency, Inc 1 ADP Boulevard Roselarid, NJ 07086 NAME; PHORE Eft No me- ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC B INSURERA:SUmmit Holdinas INSURED FENCE SOLUTIONS CORPORATION 4169 NORTH EAST 26TH COURT HOMESTEAD, FL 33033 INSURER B: G I g INSURERC: EACH OCCURREPOE INSURERD: uAmmit PREMISES oocarrence INSURER E: MED EXP (Any one person) INSURER F PERSONAL & ADV INJURY e.nU2nwn_0e f`COTILVIATC N" ACICR- RFVISInN NUMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OFSUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TYPE OF INSURANCE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. I POLICY NUMBER Y EF PO D LIMITS GENERAL LIABWTY OOMMERCIAL GENERAL LIABILITY CLAIMS -@MADE ❑ OCCUR f G I g EACH OCCURREPOE S uAmmit PREMISES oocarrence $ MED EXP (Any one person) S PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GE WL AGGREGATE LIMIT APPLIES PER POuaY PRO- LoC PRODUCTS - COMPI,P AGG $ $ AUTOMOBILE LIABILITY ANY AUTO WNED AS��LAEn AUTOS HREDAUTO AUTOS N-OWNED 6 UINEL a accent $ BODILY INJURY (Per person) $ BODILY INJURY (Per acdderd) $ $ $ UMBRELLA LIAR EXCESS LIAR CLAIMS -MADE EACH OCCURRENCE $ HOCCUR AGGREGATE $ mD I I RETENTION $ S A WORKERS COMPENSATION AND EMPLOYERS' UABILIiY EXCLUDED? ARI CHIVE YIN F I(ffMYy���asdrdte�OSryvito1110) OESCFdP V OF OPERATIONS below MIA 1159 212711013 22712014 X T Q T kIR3 EAR E.L EACH ACCDENT $ 100,00 E.L DISEASE - EA EMPLOY $ 100,E F-L DISEASE - POLICY umrr $ 600,00 DESCRIPTION OF OPERATIONS/ LOCATIONS U VEHICLES (Attach ACORD 101. AddiHoaal Remarks Scheduls, U more space Is regained) r-MM ICATF NDLDM CANCELLATION ®1988.2010 ACORD CORPORATION. All rights reserved. ACORD 26 (2010" The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Attention Building Deparbnent 10050 NE 2nd Avenue AUTHORISED REPRESENTATIVE Miami Shores, FL ®1988.2010 ACORD CORPORATION. All rights reserved. ACORD 26 (2010" The ACORD name and logo are registered marks of ACORD I J�� '_ • >. ..•. .. w FIRST -CLASS U.S. POSTAGE PAID MAll% FL PERIT NO. 231 THIS IS NOT A BILL. — L7U NU! rf%T RENEWAL 631217 -7 657844-3 LsUItbj CARP CC 8��653 4169 HE 26 CT 33033 HOMESTEAD OCE SOLUTIONS CORP WORKER /S SepjW Vf TY BUILDING CONTRACTOR 1 DO NOT FORWARD FENCE SOLUTIONS CORP MAURICIO PORVEN 4169 NE 26 CT HOMESTEAD FL 33033 PAYMMMENO AWf 1TAX "09/17/2012 60030000043 82 000045.00 SEE OTHER SIDE a ' ! 3 ,A �a BOUNDARY SURVEY ;nut = 20 ft- N.E. 99th ST � ���� ` � :0' PAYE6iNt• TS' 9Ir ` , 4 a Y; • a REE r. r y3' PARMY n co 5' S1f�Ei6�.if 5.OQ' o a a u J f1.DD' Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHAIN LINK FENCE DESIGN DETAIL (ACCORDING TO THE F.B.C. SECTION R4408.11) TABLE R4408.11 CHAIN LINK FENCE MINIMUM REQUEREMENTS Fence Tenminal Post Line Post Dimensions Terminal Post Line Post Concrete Height (fQ Dimensions (in inches) Concrete Foundation Size (In inches) (o.d. X wall thickness) Foundation Size (diameter X depth) (o.d. X wall thickness) (diameter X depth) (n inches) On inches) Up to 0 1 2 318 x 0.042 15/8 x 0.047 10 x 24 8 x 24 Over 4 to 5 1 2 3/8 x 0.042 17/8 x 0.055 10 x 24 8 x 24 For SI:1 inch = 25.4 rrm. NOTES: 1. This table is applicable only to fences with unrestricted airflow 2. Fabric: 12 Y2 gauge minimum 3. Tension bands: Use one less than the height of the fence in feet evenly spaced_ 4. Fabric Ties: WW minimum the same gauge of the fabric_ 5. Fabric Tie Spacing on the Top Rail: Fire ties between posts evenly spaced. 6. Fabric Tie Spacing on Line Posts: One less than height of the fence in feet, evenly spaced. 7. Either top rail or top tension wire shall be used. 8. Braces must be used at Terminal Posts if top thnsion wire is used instead of Top Rail. 9. Post Spacing: 10 foot (3m) on center maximum. 10. Post shall be embedded to within 6 inches (152 mm) from botmm of the foundation. 11. In order to follow the contour of the land, the bottom of the fence may dear the contour of the ground by up to 5 inch (127 mm) without increasing table values to the next higher limit. NOTICE TO PROPERTIES WITH POOLS: If the fence Is to most the criteria as a pool barrier, the fence shall not be climbable and all rags must be placed facing the inside of the property. Pedestrian gates shall have self - closing and latching devices installed at the minimum of 54" above ground. For further details see Section R4401.7.1 of FBC. CONCURRED cued on mov WELDED ALUMINUM FENCE AT GRADE FENCE EXTRUSIONS FRANK L BENNARDO, P.E. 6-%9 NON - STRUCTURAL DECORATIVE BARRIER TYPICAL INSTALLATION GROUND LEVEL ONLY 6063 -T6 MINIMUM. 6061 -T6 FOR POST. EXTRUSION TOLERANCES TO BE PER INDUSTRY STANDARDS 2.814 _ VALID FOR (1) dOew ONLY AUDOM.YWIIH ENfi0�0t ° SPACED TO PUNCH -THRU TOP CAP FOR SEE DETAIL'A' MAX C/C POST SPACING : BLUNT SPEAR TOP (6" MAX HT). TYP POST 61-0" TOTAL FENCE HT NOT TO TOP CAP EXCEED SPECIFIED DIMS. REJECT A 4" SPHERE' n A-A 0.075 t0 N �® 0, # z W� W�,.o is W' 1 i OIL � U d W z ..d ° Z� w M d F* _ 2 w ? W ,�� 1" SQUARE PICKET 2.625 3" DIAMETER 25/8 "X11/2" OUTSIDE 25 /8"XlY2" DIXIE CAP ALUMINUM CAP OPTION SLEEVE QVQ U t m Z. " W W nl p W= ° W Q rl J W� __� z z 4� E" p o" �0] z g a SPACED REJECT TO A � 0 °0 0.090 °0 0.125 0.450 ° c rL Na 3 � ° w .. '4 p g M .a .u�, ¢ 4" SPHERE LU 0.100 a g 2.000 —2.000----4 2.000 v' 1 "x2" CHANNEL 1 "x2" CHANNEL 1/2 "x2" CHANNEL 1.000 2.000 BOTTOM CHANNEL OPEN OPEN OPEN d . a ' a CONCRETE g. }. s: SPACED TO REJECT A 2" SPHERE AT CONCRETE / / \ / /;+:: \\ ':; / / \ / \ /,: ? \\ a \ \� \\ FENCE MAY 0.125 0 0.125 [M.062- MIN. z TERMINATE AT POST, PROVIDED SPACING 0 ''' G p W ** NOTE: WHEN PLACED AROUND A // :: - / // / RESISTS A 4" SPHERE " IL U POOL, MINIMUM FENCE HEIGHT SHALL ?'. - %, A. 1 PICKET (n BE 48" `� , ::: 'r :, =:: 3 KSI CONCRETE IN '`� :, N 9 o m 18" NP, / : / \// WELL COMPACTED / SOIL, TYP. :_':: / \// 1 "X2 "X1/8" TUBE 2 "X2 "X1/8" POST J O LU Lu 3 ui N C V) Z 2 GENERAL NOTES Lu W o+ A INTERMEDIATE 6' -0" MAX PICKETS MAY RUN THRU 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 to O _ x G N RAIL, TYP. * 7 " 3/g MAX. OR STOP AT INTERMEDIATE RAIL (< 4" OPEN GAP) FLORIDA BUILDING CODE 2. DESIGN BASED ON ASCE 7 -10 USING V �= 115MPH (3 SEC GUST, UP TO W -0' WITHIN HVHZ), EXPOSURE'C', RISK CATEGORY I, USING THE 'OPEN SIGN METHOD'. 83% OPEN USED IN CALCULATIONS. (Vd =V"" *,/0.6) Z W PICKET, TYP. -,-SELF-CLOSING, oST POOL C,ATE TOP CAP 3. THIS FENCE DESIGN TO BE USED AT GROUND SURFACE ONLY, WITH USE LIMITED TO DECORATIVE BARRIER PURPOSES U- SELF - LATCHING ONLY. THIS FENCE IS NOT INTENDED TO MEET CODES GOVERNING ELEVATED BALCONIES OR STRUCTURAL RAILINGS. LOCKING DEVICE 4. ALL FASTENERS TO BE #12 X '/a° OR GREATER 2024 -T4, 18 -8 SERIES 300 NON - MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 5. S. 1C, SPECIFICATIONS EXISTING BARRIER 54" MIN. ABOVE POOL INSTALLATION FOR ALUM. STRUCTURES - SECTION 1, THE ALUMINUM ASSOCIATION,INC., & APPLICABLE FEDERAL STATE, AND LOCAL OR FENCE GRADE (SEE NOTES) ExAMPLE ICKETS . CODES. S. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6063 -T6 OR BETTER, U.N.O. POOL OTTOM 6. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O. AND SHALL Z (7 CHANNEL iii +� CONNECT TO STRUCTURE BE MINIMUM 1.SX THICKER THAN ANY MEMBER EMBEDMENT. ALL EPDXY AND GROUT SHALL MEET OR EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND SHALL BE IRON -FREE, NON - SHRINK AND NON - REACTIVE CONCRETE FOOTERS SHALL CONTAIN MIN 0.1% FIBERMESH ADMIXTURE PER CY. pp�� o M .- S " *SPACED TO REJECT = A 4" SPHERE "" OR END POST EXISTING STRUCTURE 7. FOOTER NOTE: FOR HVHZ APPLICATIONS, TOP OF FOOTER SHALL BE 8" BELOW GRADE 8. SURROUNDING SOIL TO BE COMPACTED TO 98% OPTIMUM DENSITY, 2500 PSF MIN AND SHALL BE CLASSIFIED OR , STRUCTURAL �" IA g VERIFIED BY OTHERS PRIOR TO CONSTRUCTION PER FBC 1806.2 AND SHALL BE SANDY GRAVEL CLASS ONLY. ALUM HINGE W/ " o TOP /INTERMEDIATE RAIL 9. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND 2.SxDIAMETER eB !!!88113 e "xl" TACK WELD o 9 ' WALL MOUNT OPTION MIN SPACING TO ADJACENT ANCHORS, UNLESS NOTED OTHERWISE. S0. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH 2010 FBC SECTION 2003.8.1.4 WITH WELD FILLER n m LL TO POST AND * 7_ 2 7/8" i 1" GATE FRAME POST, TYP. RAM GATE FRAME, M = ALLOYS MEETING ANSI /AWS A5.10 STANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I -A, TABLE 7.3.1. ALL ALUMINUM CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOLERANCES, QUALITY AND METHODS OF CONSTRUCTION AS SET FORTH IN FBC SECTION 2003.2 AND THE ' ' EXISTING 3 KSI CONCRETE (VERIFIED BY TYP. ry o o (2) #12 X 3 /a" SMS PER CLIP, TYP. AMERICAN WELDING SOCIETY S STRUCTURAL WELDING CODE-ALUMINUM (D1.2). MINIMUM WELD IS % THROAT FULL PERIMETER FILLET WELD UNLESS OTHERWISE NOTED. 11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. B gg OTHERS) ,a � , a ° / /� �\ /\ . � .. � � /, i (2) �/q "(d If W SS EXISTING 3KSI CONCRETE TAPCONS PER CLIP HOST STRUCTURE 12. PER FBC 424.2.17.1.8: POOL ACCESS GATES WHEN PROVIDED SHALL COMPLY WITH FBC 424.2 AND MUST BE AT LEAST 48" ABOVE GRADE & EQUIPPED WITH A SELF CLOSING, SELF LATCHING LOCKING DEVICE NOT LESS THAN 54" FROM BOT ra g g ,� ° 3 "in CORE DRILL, 3" DEEP INTO SPACED TO �\\ .a �/� `a SPACED 2" O.C. W/ (VERIFIED BY OTHERS) 13 /a" EMBED INTO OF GATE. GATE MUST OPEN OUTWARD AWAY FROM POOL & MUST HAVE NO OPENING >1/2' WITHIN 18' OF RELEASE MECHANISM. 13. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED &INSTALLED BY OTHERS. g� Fe` EXISTING 3 KSI CONCRETE, REJECT A 2" SPHERE* /�\ ' • ^' 3 KSI CONCRETE FOOTER 3KSI CONCRETE AND 2Y2" EDGE DISTANCE 14. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY 5 COPYFd%ff FRWLBE.N*=PE AND 6" MIN. EDGE DISTANCE IN WELL COMPACTED FROM ANY CONCRETE CONTRACTOR, e4 al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL 1 O- FSO -OOO 1 FROM CENTER OF POST TO ANY \ . ':. SOIL, TYP. 6" o o FACE, TYP. CONCRETE FACE FILLED WITH :, PAIL TMP' , / P FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES &FROM DEVIATIONS OF THIS PLAN. 15. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. INFORMATION CONTAINED HIGH STRENGTH, NON - SHRINK, ry '. HEREIN IS BASED ON CONTRACTOR- SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD SCALIM 02 IRON FREE, NON - REACTIVE (4KSI MIN,) GROUT TYP. 18" WHEN USED FOR POOL APPLICATIONS 21/4-1 / I 1" (2) #12 X %" SMS PER CLIP, TYP. RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN PAGE DESCRIPTIONS WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. NOTE: GATE TO REMAIN IN SECURED POSITION DURING BOTTOM RAIL WALL MOUNT OPTION ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND �. SINGLE LEAF SWING GATE WINDSTORM EVENTS >75MPH SUSTAINED 2 WALL MOUNT DETAIL INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 16. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. .0 J7 11 1 N.T.S. ELEVATION VIEW - 1 N.T.S. SECTION VIEW