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FW-14-1376I V. 4 BUILDING FPPLICATI�ON ❑ ELECTRIC ❑ MECHANICAL JOB ADDRESS: Q l Miami Shores Village 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 1 '7 UN 26 2014 BY: k5Z.. FBC 20 10 Master Permit No. Sub Permit No.I� ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 9J L C1 Ot 4-!�` City: Miami Shores County: Miami Dade Zip: 33 139 Folio/Parcel#: I I - "S2CYa - ®3y - Q 2_(0 ® Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 2A -i- OLDi liX-5 [. LL -c- Phone#: ( 3© S' 210( " 3 Ll q 8 Address: 0 0 IJ ►.k 2-,& lAr v e- e\_Q 2 City: State: Zip: 3-5 21 �- Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: PeviCe_� corep AMA z)3q3-51 G6 Address: Z Li Z 6 Itsw I W I i� X11_ f2 5 3 City: n il&n I State: L Zip: 0115 Qualifier Name: '� 6��� Phone#: �3 6 State Certification or Registration #: Certificate of Competency #: 'C*9.S0 /-50 / DESIGNER: Architect/Engineer: p-- Phone#: Address: r- City: State: Zip: Value of Work for this Permit: $ J Square/Linear Footage of Work: 15'j-0— Type of Work: ❑ Addition ❑ Alteration a N(e'ww ® Repair/Replace Descr ey tion of Work: ! a f 0��-U �'I 1 J3 t � P-4 / Specify color of color thru tile:, Submittal Fee $ Scanning Fee $ Permit Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) 1:1 Demolition / ) 'c4&6 L� 0..m.. CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $'l a 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 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 tol.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 Zot be approved and a reinspection fee will be charged. Signature Signature AGENT The foregoing instrument was acknowledged before me this 0-y day of J iO t 2 20 0-4 by me 4ho has produc 79 a., identi kation and did NOTARY PUBLIC• Sign: Print: Seal: as ELIZABETH GONZALEZ MY COWAMON # FF25(M EXP Jum 06.2017 CONTRACTOR The forr ing instrument was acknowledged before me this I' � day of cJnQ_ .2014 by Me40-S (2) �� who is g Lrsonally kn;>n to me or who has produced as identification and wv ( tak an oa NOTARY PUBLIC: 1'' Print; IjEW r , _ *�*�ex�*******�*�x*�•*gym**a�**x�* �*** �x x�*•a�w�x**�x***�*�x�xw�x��x�x�x**�*�*�x*�* x� ****�*a�� ��* *�xw�**x� APPROVED BY Plans Examiner r Zoning Structural Review Clerk (Revised02/24/2014) MANCE �DA 06�23J14 ... T8 UPON THE CERTIFICATE HOLDER. THIS :OVERAGE AFFORDED BY THE POLICIES I THE ISSUING INSURER(S), AUTHORIZED j ........ .......... .... ....... .... _..... GATION IS WAIVED, subject to oats does not confer rights to the arkstingnel com jj 31,AFF I...,..... NA(C1 SURANCE COMPANY_ EACHOCQURRENC_� 1,000,000.00_ ©COMMERCIAL GENERAL LIABILITY REVISION NUMSER: THIS IS TO CERTIFYTHAT 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 OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR NSR TYPE.OF INSURANCE ADD BR POLICY NUMBER AWS&MMLIMITS GENERALLIABILnY EACHOCQURRENC_� 1,000,000.00_ ©COMMERCIAL GENERAL LIABILITY Q TO RENTED S 100,000.00 C IF.D mDi4eL ' A ❑ ❑ CLAIMSMADE ® OCCUR ❑ 0185FL00031179 11/09/2013 11/0912014 ��g eft p S 5,000.00 PERSONAL 8 ADV INJURY $ 1,000 000.00 GENERAL AGGREGATE $ 1,000,000.00 ❑ GEWL AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 1,000,000.00 $ ❑ POLICY © mt ❑ LOC AUTOMOSILE LIABILITY MBINED NGLE LIMIT it ❑ ANY AUTO BODILY INJURY (Per Person) $ 10,000.00 ALLB ❑ AUTO ® Aej LEa ❑ HIRED AUTOS ❑ AUTOS NED 02433025 10/04/2013 10/04/2014 BODILY INJURY (Per sedda $ 20,000.00 I OP a E S 10,000.00 ^� _ ❑ UMBRELLA LIAB ❑ OCCUR ❑ EXCESS LIAR ❑ CLAIMS -MADE _ EACH OCCURRENCE AGGREGATE $ ❑ LIED ❑ RETENTION $ I C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORIPARTNEROWCUTIVE OFFICERIMEMBER EXCLUDED? ❑ (Meeenssdatcry In NH) DESCRIPTION under. gERA NS below NIA 106.48487 12105/2013 12/05/2014 ® TWO STATU-❑ OTH- 18— F.L. EACH ACCIDENT $ 1,000,000.00 - E.L. DISEASE - EA EMPLO S 1,000,000.00 F.L. DISEASE - POLICY LIMIT $ 1,000,000.00 _ I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Addrdanal Remarks Schedule. H more apace is required) FENCE CONTRACTOR i i 1 i I CERTIFICATE HOLDER CANCELLATION POLICIESSHOULD ANY OF THE ABOVE DESCRIBED ECANCELLED BEFORE Miami Shores Village THE EXPIRATION ATE THEREOF, NOTICE WILL ED DELIVERED IN ' Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue AUTHOMIFED REPRESENTAT Miami Shores, FL 33138 i Fax: 305-756-8972 &� " ? ®1988-2M ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) QF The ACORD name and logo are registered marks of ACORD FLORIDA BUILDING CODE 2007 SECTION 2224. CHAIN LINK FENCES 2224.1 Chain link fences in excess of 12 feet (3.7 m) in height shall be designed according to the loads specified in Chapter 16 (High -Velocity Hurricane Zones). 2224.2 Chain link fences less than 12 feet (3.7 m) in height shall be designed according to the loads specified in Chapter 16 (High -Velocity Hurricane Zones) or may constructed to meet the minimum requirements specified in Table 2224. .•.• TABLE 2224 0000 • • • CHAIN LINK FENCE MINIMUM REOWREMENTS • • • • i • • • • Teffidnal Pad Dime • on Ith ) t ine Dktwsiosm (o.d. x wall Terd"PoMCwtorelele 4. I M VOt Pmusdatlan She FWAwatten Sias • • • • • • • (o.t x vam thickness) ' 1 ur u d•pthl x .. • • 0�P tet 4 • thi • 2 311 x 0.042 ti1$rtQhsB) .. 15/8 x 3.047 .— (In irv*te•j 10 x 24 ice} 8 x 24 •• • �••• 2318x0.042 1 V8x3.055 10x24 8x24 • .3to6••i• • 2318x0.042 1718x3.065 10x24 8x24 ` er6to8�••� 2318x0.910 23'Px1093 10x36 10x3+6 e0e ••Mer 8toto 2718x0.190 ( 23f1x3.130 12x40 10x40 Over 10 to 12 2718x0.160 ! 2 7f8 x M20 12 x 42 12 x 42 For S1:1 inch = 25.4 mm. NOTES: I . This table is applicable only to fps with uureoricted aeow, 2. Fabric: 1211.2 $cage miatitnam. 3. Tendon ban& Use one lass tlmn She height of the fwce in feet evenly spaced. 4. Fabric ties: Must be mioinnim the sass gauge of the fabric. 5. Fahaie on the top calk Five ties between posts, cvc ly spaced. 6. Fabric tie spacing an line peals: One IM them bcigltt of the fence in (bet, evenly spaced. 7. Esther top rail or top tendon vnre drill be asod. 8. Bre ces mag be osed at Wmit11 posts if top tension wire is wW instead of sap fail. 9. Post spackv 10 font (3 m) on center Maximum. 10. Posts shall be embedded to within 6 bu*w (132 mm) from the bonom of rhe fbiwilation. Il. Inordertofollow ehecontowofthe Imuk dwbostornofdlelematoyeleur$econtourofthegmundbyvpto5inches(127mm)withM WmaftWevabm to the wX1 highcrliatiL 16th`° b D. t �2 3`&t baakfsl apace as prekmd 9 Mtkm t boao °1V f, �. CORMTE Residential 4` .6' high chain link NOT TO SCALE up tr 24' t Chain link Fence Rev 6-30-10 1 4 • • • • • A P A P p �..,., I� ii }a 3'� c �° a i` _• - 'i�iiwra�r Y: rwlr•wwwwwwrww. �rI rrurrlr�� Illrrlririr:_7 IrwrwwwrwwwR�vR oorrorwm ■ a r wow own 1wrI ,: r � � • � � ■rrrc.r wlir, wI'rorrr►awri 1 � PPROVED BY iiitiiiiiw •• iwrrlrrwovlrll+ .• fwwwlwwwllllrlri r 1 , rwwwwwrwwvwwwr �rlwr 1 ,. A�K�r�fIAA!n - • y PLUMBING BLDG. SUBJECT TO COMPLIANCE I fffl ALL FEDERAL, STATE AND COUNTY RULES AND REGULATION FIR 3/4' O ID �l R 0. t �a I M) LOT LINE i I" �Ii ' (50.00') 5' SWK ° N 90°00'00" E 75.00' 0 '.e •a ' 20' ASPHALT PAVEMENT NE 99TH S? , 9 N N 90°00'00° E rj@ T . . / LEGEND LOT 22 ABBREMIIONS: PB = PLAT BOOK BLOCK 170 A ARC DISTANCE LEGA(, DESCRIPTION: PCP = PERMANENT CONTROL POINT PE =POOL EQUIPMENT PAD A/C = AIR CONDITIONER PAD CBS WALL v - _ _ ON LINE _m 3 3/4' � 16 NO ID 15190 SW 136th Street, Suite 20, Miami, Florida 33196 W BASED ON THE FLOOD INSURANCE RATE MAP OF THE MCI LOT 21 I g�oz�c BLOCK 170 SHOWN ON THIS MAP OF SURVEY IS WITHIN ZONE X BASE FLOOD ac0 - C ISI CIF = CHAIN LINK FENCE SIP = SET IRON PIPE p L71� V 00go CL= � NOT TO SCALE J N A VERTICAL DATUM (NGVD 1929). 2. NO ATTEMPT WAS MADE TO LOCATE N 90°00'00° E rj@ T . . / LEGEND LOT 22 ABBREMIIONS: PB = PLAT BOOK BLOCK 170 A ARC DISTANCE LEGA(, DESCRIPTION: PCP = PERMANENT CONTROL POINT PE =POOL EQUIPMENT PAD A/C = AIR CONDITIONER PAD PG = PAGE IFRVUTE OF AUTHOFMA11d1 4 U1-7104 r W suarez surv®yl 8, r-napptng• Imc4 . BLDG BUILDI G BM BENCH ARK z 15190 SW 136th Street, Suite 20, Miami, Florida 33196 W BASED ON THE FLOOD INSURANCE RATE MAP OF THE Tel: 305.596.1799 Fax: 305.596.1886 CBS =CONCRETE BLOCK & STUCCO (C) - CALCULATED OI J www.suarersurvoying.com N SHOWN ON THIS MAP OF SURVEY IS WITHIN ZONE X BASE FLOOD R = RIGHT OF WAY = RES.S. RESIDENCE CIF = CHAIN LINK FENCE SIP = SET IRON PIPE PLAT IMAGE: N °<° NOT TO SCALE 1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC vl VERTICAL DATUM (NGVD 1929). 2. NO ATTEMPT WAS MADE TO LOCATE o FOOTINGS/FOUNDATIONS, OR UNDERGROUND UTILITIES UNLESS UE = UTILITY EASEMENT W/F WOOD FENCE Z = ABSTRACTED IN REGARDS TO MATTERS OF INTEREST BY OTHER CLF ON I W LINE 13 = CABLE TV RISER PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED HEREON ✓� AND IS NOT TRANSFERABLE OR ASSIGNABLE 5. THE INTENT OF THIS Z COL (00') = ORIGINAL LOT DISTANCE Q D = CENTRAL ANGLE IS NOT TO BE USED FOR ANY OTHER PURPOSE OR PARTY(IES) WITHOUT THE AUTHORIZATION OF THIS FIRM. 6. THIS SURVEY IS NOT =CENTER UNE O 1N THOSE PURPOSES, A TOPOGRAPHIC SURVEY MAY BE REQUIRED. 7. ALL Dd =WATER VALVE BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB# 7104. 8. THE = CURB INLET BOUNDARY LIMITS STABLISHED ON THIS SURVEY ARE BASED ON THE IW =FIRE HYDRANT FENCE OWNERSHIP NOT DETERMINED. 10. ADDITIONS OR DELETIONS TO LIGHT POLE Z FIR 314' I = CATCH BASIN ® NO ID `D� = UTILITY POLE 175.00' IT LINE SEWER MANHOLE ® • — = IRON FENCE --0= FIR 31C X NO ID — — = OVERHEAD UTILITY WIRE BLK COR N 90°00'00° E rj@ T . . / LEGEND (P) = PLAT ABBREMIIONS: PB = PLAT BOOK 957 NE 99 STREET, MIAMI SHORES, FL 33138 A ARC DISTANCE LEGA(, DESCRIPTION: PCP = PERMANENT CONTROL POINT PE =POOL EQUIPMENT PAD A/C = AIR CONDITIONER PAD PG = PAGE IFRVUTE OF AUTHOFMA11d1 4 U1-7104 BCR =BROWARD COUNTY RECORDS BOOK 14, PAGE 33, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, suarez surv®yl 8, r-napptng• Imc4 . BLDG BUILDI G BM BENCH ARK Poc = POINT OF COMMENCEMENT 15190 SW 136th Street, Suite 20, Miami, Florida 33196 BOB = BASIS OF BEARINGS BASED ON THE FLOOD INSURANCE RATE MAP OF THE Tel: 305.596.1799 Fax: 305.596.1886 CBS =CONCRETE BLOCK & STUCCO (C) - CALCULATED R = RADIUS DISTANCE www.suarersurvoying.com C&G = CURB & GUTTER SHOWN ON THIS MAP OF SURVEY IS WITHIN ZONE X BASE FLOOD R = RIGHT OF WAY = RES.S. RESIDENCE CIF = CHAIN LINK FENCE SIP = SET IRON PIPE PLAT IMAGE: COL = COLUMN CONC = CONCRETE SURVEYORS NOTES: NOT TO SCALE DE = DRAINAGE EASEMENT DME = DRAINAGE &MAINTENANCE EASEMENT 9W =DRIVE -WAY ELECTRIC BobENC. = ENCROACH EP =EDGE OF PA ENT EW = EDGE OF WATER FDH = FOUND DRILL HOLE FF = FINISHED FLOOR FlP = FOUND IRON PIPE FIR = FOUND IRON ROD FN = FOUND NAIL (NO ID) FND = FOUND NAIL & DISK FPL = FLORIDA POWER & LIGHT TRANSFORMER PAD LE = LANDSCAPE EASEMENT LME = LAKE MAINTENANCE EASEMENT (M) = MEASURED MDCR=MIAMI-DADE COUNTY RECORDS MIH. PTOLE TUNE (P) = PLAT PROPERTYADDRESS: PB = PLAT BOOK 957 NE 99 STREET, MIAMI SHORES, FL 33138 PC = POINT OF CURVATURE LEGA(, DESCRIPTION: PCP = PERMANENT CONTROL POINT PE =POOL EQUIPMENT PAD LOT 20 AND THE WEST HALF OF LOT 21, BLOCK 170, OF MIAMI SHORES PG = PAGE SECTION 8, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT PI= POINT OF INTERSECTION PL =PLANTER BOOK 14, PAGE 33, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, POB =POINT OF BEGINNING FLORIDA. Poc = POINT OF COMMENCEMENT FLOOD ZONE INFORMATION: PRC = POINT OF REVERSE CURVATURE BASED ON THE FLOOD INSURANCE RATE MAP OF THE PRM =PERMANENT REFERENCE MONUMENT = PT POINT OF .FEDERAL EMERGENCY MANAGEMENT AGENCY REVISED ON 09/11/09 AND INDEX R = RADIUS DISTANCE MAP REVISED ON 09/11/09 THE GRAPHICALLY DEPICTED • BUILDING(S) (R) = RECORD SHOWN ON THIS MAP OF SURVEY IS WITHIN ZONE X BASE FLOOD R = RIGHT OF WAY = RES.S. RESIDENCE ELEVATION NSA. COMMUNITY NAME & NUMBER VILLAGE OF MIAMI SIP = SET IRON PIPE SHORES 120652 MAP & PANEL NUMBER 12086C0306 SUFFIX L SND = SET NAIL & DISK (PK) STL = SURVEY TIE LINE SURVEYORS NOTES: SWI(= SIDEWALK 1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC (T )- U UCTAL VERTICAL DATUM (NGVD 1929). 2. NO ATTEMPT WAS MADE TO LOCATE FOOTINGS/FOUNDATIONS, OR UNDERGROUND UTILITIES UNLESS UE = UTILITY EASEMENT W/F WOOD FENCE OTHERWISE NOTED. 3. THE LANDS SHOWN HEREON HAVE NOT BEEN = ABSTRACTED IN REGARDS TO MATTERS OF INTEREST BY OTHER SYMBOLS: PARTIES, SUCH AS EASEMENTS, RIGHTS OF WAYS, RESERVATIONS, ETC. M = TELEPHONE RISER ONLY PLATTED EASEMENTS ARE SHOWN. 4. THIS SURVEY WAS 13 = CABLE TV RISER PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED HEREON 0 = WATER METER AND IS NOT TRANSFERABLE OR ASSIGNABLE 5. THE INTENT OF THIS X 0.00 = ELEVATION SURVEY AS COMMUNICATED BY THE CERTIFIED PARTIES IS FOR (00') = ORIGINAL LOT DISTANCE REAL-ESTATE TRANSACTION OR MORTGAGE REFINANCING, THIS SURVEY D = CENTRAL ANGLE IS NOT TO BE USED FOR ANY OTHER PURPOSE OR PARTY(IES) WITHOUT THE AUTHORIZATION OF THIS FIRM. 6. THIS SURVEY IS NOT =CENTER UNE INTENDED FOR NEITHER DESIGN NOR CONSTRUCTION PURPOSES, FOR 1N THOSE PURPOSES, A TOPOGRAPHIC SURVEY MAY BE REQUIRED. 7. ALL Dd =WATER VALVE BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB# 7104. 8. THE = CURB INLET BOUNDARY LIMITS STABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL DESCRIPTION PROVIDED BY CLIENT OR ITS REPRESENTATIVE 9. =FIRE HYDRANT FENCE OWNERSHIP NOT DETERMINED. 10. ADDITIONS OR DELETIONS TO LIGHT POLE SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 11. BEARINGS WHEN SHOWN ARE TO AN ASSUMED = CATCH BASIN ® MERIDIAN AND THE CENTERLINE OF NE 99TH STREET HAS BEEN `D� = UTILITY POLE ASSIGNED A BEARING OF N 90'00'00" E. Op = DRAINAGE MANHOLE SEWER MANHOLE CERTIFIED TO: — = IRON FENCE --0= B&L REALTY HOLDINGS, LLC -�-- = WOOD FENCE —•— = CHAIN UNK FENCE — — = OVERHEAD UTILITY WIRE REVISION(S1: E�] In ASPHALT CONCRETE PAVERS TILES COVER SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE.,E a 07.,,, Juan A. � ��•�'� DATE OF SURVEY.- � AUTHENTIC COPIES OF THIS .1uaWA. •° "°"'°° '° ""°D°"� 06/07/2014 SURVEY SHALL BEAR THE Sum,, Z Suarez p m, JOB #• 140619855 ORIGINAL SIGNATURE AND FILE # C-14923 RAISED SEAL OF THE �` ATTESTING REGISTERED JUAN A. SUAREZ PROFESSIONAL SURVEYOR & MAPPER CAD FILE(J): B&L SURVEYOR AND MAPPER STATE OF FLORIDA LIC. # 6220 SHEET 1 OF 1 WELDED ALUMINUM FENCE AT GRADE (NON-STRUCTURAL, DECORATIVE BARRIER, TYPICAL INSTALLATION (GROUND LEVEL ONLY) (HVHZ ONLY) e° PICKETS MAY RUN THRU OR STOP AT ° TOP RAIL, TYP. INTERMEDIATE RAIL ( < 4" OPEN GAP) °° 2 SEE TABLE FOR POST /r /-INTERMEDIATE SPACING REQUIREMENTS 3 7/8" MAX. °4. ma' a ° POST SPACING o Z 0= ° O OOOOC 48" 12"x25" 12"x26" 12"x28" g 60" 12"x28" 15"x27" 18"x27" W SPACED TO REJECT °s 11 2 BOTTOM RAIL, A 2" SPHERE* . 1 TYP. 3"0 CORE DRILL, 3" DEEP INTO EXISTING ' C4 �10 a 3 KSI CONCRETE, AND 6" MIN. EDGE OW �' Y . TYP. FENCE LAYOUT DISTANCE FROM CENTER OF POST TO ANY CONCRETE FACE FILLED WITH HIGH �� 1 •0000 - °° �n ° • STRENGTH, NON -SHRINK, IRON FREE, • • • • 1 N.T.S. ELEVATION VIEW NON-REACTIVE (4KSI MIN. ) GROUT, TYP. ry u. • •. •a� . s�ps to • • i ��I: Ill ••°- ° re ' • • •�i G p I1 ••s•• : • ••� ••••• °. EJ • 0. o..? • •: •4." SPHERE tl it IIS I� r�,°� • • • • i �� � u I�iI 1A uU^ • • w a SIC 0 n • Do tGg�C i) • 41 ° :.a..p �� 61 F ® a ° POST SPACING o Z 0= ° °. ® ® 48" 12"x25" 12"x26" 12"x28" F- 60" 12"x28" 15"x27" 18"x27" W SPACED TO REJECT °s 11 2 BOTTOM RAIL, A 2" SPHERE* . 1 TYP. 3"0 CORE DRILL, 3" DEEP INTO EXISTING ' C4 �10 a 3 KSI CONCRETE, AND 6" MIN. EDGE OW �' Y . TYP. FENCE LAYOUT DISTANCE FROM CENTER OF POST TO ANY CONCRETE FACE FILLED WITH HIGH �� 1 6n, (MULTIPLE OPTIONS SHOWN) STRENGTH, NON -SHRINK, IRON FREE, TYP 1 N.T.S. ELEVATION VIEW NON-REACTIVE (4KSI MIN. ) GROUT, TYP. TOP/INTERMEDIATE RAIL WALL MOUNT OPTION �- 2 7/8"4 1n 7 � a N O O �. ♦ b EXISTING 3KSI CONCRETE HOST STRUCTURE (VERIFIED BY OTHERS) LLO O N 2 1/4ni (2) I/4"ori ITW SS TAPCONS PER CLIP SPACED 2" O.C. W/ 1%4" EMBED INTO 3KSI CONCRETE AND 2Y2" EDGE ISTANC 0 ANY CONCRETE TA V 1 2) #12 ER CLIP, POST FOOTER TABLE (DIA. x DEPTH): H POST SPACING o Z 0= ' -6"s4'-0" 4'-6" 5' -6 - Lu 48" 12"x25" 12"x26" 12"x28" F- 60" 12"x28" 15"x27" 18"x27" W 72" ..� '.8"X27" D"at U 11 'rOT APPLICABLE FOOTERS DESIGNED PER FBC . Z LAGA.LIO OVOJ-10 ALUMINUM ANGLE (2) AV ITW TAP ONS PER � , - CLIP SPACE; (2) #12 X %4" SMS EMBED INTO 3KSI CONCRETE PER CLIP, TYP. Ei AND 2Y2" EDGE DIS NCE 'k_6M I. PLAIL ANY CONCRETE FACE, TYP." RAIL N le 1n (2) #12 x %4" SMS PER CLIP, TYP. BOTTOM RAIL ALT. TOP AND BOTTOM WALL MOUNT OPTION WALL MOUNT OPTION 2 WALL MOUNT DETAIL 1 N.T.S. SECTION VIEW DECORATIVE TOPS (SHAPE MAY VARY) POST, TYP. (7 = dLu =w Qz f � POOL GATE (SEE SEPARATE ENGINEERING) PICKET, TYP. ALL WELDED CONSTRUCTION * WHEN USED FOR POOL APPLICATIONS FOOTER NOTE: FOR HVHZ APPLICATIONS, TOP OF FOOTER SHALL BE 8" BELOW GRADE MIN. 48" POST HEIGHT POST: 2" x 2" x Vs" TOP CAP: DIXIE TOP CAP INTERMEDIATE RAIL: NONE BOTTOM RAIL: 1" x 2" x Vs" PICKET: %4"SQ. x 0.062" SPACED TO JUST REJECT 4" SPHERE 3 KSI CONCRETE FOOTER IN WELL COMPACTED SOIL, TYP. !'SEE FOOTER NOTE TOP CHANNEL \�\�\ POOL EXISTING STRUCTURE s POOL APPLICATION DETAIL 1 N.T.S. PLAN VIEW FENCE EXTRUSIONS DRAWING VALID ONLY WITH ORIGINAL 6061-T6 MINIMUM. SIGNATURE AND RAISED SEAL. VALID EXTRUSION TOLERANCES TO BE PER FOR 50OFT OF FENCING AT (1) INDUSTRY STANDARDS LOCATION PER SEALED DRAWING 0 0 Ln 2.000 -� 1"x2" CHANNEL -.-7 mon —1 0.125 0 0 NN I J n n n INTERMEDIATE RAIL 2°x2"x�" POST 0 Ln ri 2%"XlY2" OUTSIDE SLEEVE .4!0.750- [r .. :� 062" Ln r, II MIN. -1 %4" PICKET -1.000 -4 0 062" o MIN. .1 1" PICKET OPTION FRANK L- BENNARDO, PA # PEO 046549 " VALID FOR "LY IALn)0MYWIH B t88W u o Z 0= NR Lu C #� g z V Zz W 9z D"at U Z'v'O- Lu AUL W •W: (9 . Z `° W' W C4 �10 a OW �' Y . to OW �� GENERAL NOTES m z L. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE W ' WW 0 d 2010 FLORIDA BUILDING CODE. ,L O ?. DESIGN BASED ON ASCE 7-10 USING V ""= 115MPH (3 SEC GUST, UP TO 6'-0" WITHIN HVHZ), EX SU RISK W Y. 0 CATEGORY I, USING THE 'OPEN SIGN METHOD'. 70% OPEN USED IN CALCULATIONS. (Vem=V"o*N/0.6) W L n 3. THIS FENCE DESIGN TO BE USED AT GROUND SURFACE ONLY, WITH USE LIMITED TO DECORATIVE BARRIER Lu PURPOSES ONLY. THIS FENCE IS NOT INTENDED TO MEET CODES GOVERNING ELEVATED BALCONIES OR (L STRUCTURAL RAILINGS. (QAC 4. ALL FASTENERS TO BE #12 X V4" OR GREATER 2024-T4,18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 5.1.1C, O SPECIFICATIONS FOR ALUM. STRUCTURES -SECTION 1, THE ALUMINUM ASSOCIATION,INC., & APPLICABLE FEDERAL,STATE, AND LOCAL CODES. i. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6063-T6 OR BETTER, U.N.O. i. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O. AND SHALL BE MINIMUM 1.5X THICKER THAN ANY MEMBER EMBEDMENT. ALL EPDXY AND GROUT SHALL MEET OR EXCEED a COMPRESSIVE OF PNE CONCRETE AND SHALL BE IRON -FREE, NON -SHRINK AND NON-REACTIVE. 1 �_ C0.41RETE•FOOT3N'0.1% BERMESH ADMIXTURE PER CY. 1. FO TE FO l� j ^ ~FOOTER SHALL BE 8" BELOW GRADE R O 3. S {GS0 HELP o OPTIMUM DENSITY, 2500 PSF MIN AND SHALL BE CLASSIFIED OR / V BY O �L ON PER FBC 1806.2 AND SHALL BE SANDY GRAVEL CLASS ONLY. O 1-0 3. FO )NUb�A4� SII P� SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND tl 2. MiN p A T ANCHORS, UNLESS NOTED OTHERWISE. L0. A INTI }SH 4 IN ACCORDANCE WITH 2010 FBC SECTION 2003.8.1.4 WITH WELD u,ANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN ACCORDANCEp �jI , , , so THE" TABLE 7.3.1. ALL ALUMINUM CONSTRUCTION SHALL BE IN COtALST�E AND METHODS OF CONSTRUCTION AS SET FORTH IN FBC SECTION 6 2003.2 A (• pL'D��fG SOC _'S STRUCTURAL WELDING CODE -ALUMINUM (D1.2). MINIMUM WELD IS Ik 1/a" THROAT FULI fWELD UNLESS OTHERWISE NOTED. i. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT LZ: �PEEt�BC # 4.2.E `B QLA�CES .GA Wei�jLu PR���1�lIDED SHALL COMPLY WITH FBC 424.2 AND MUST BE AT Er 48"�ABOV RA &EQ(JIPP D S1 O L"OSING, SELF LATCHING LOCKING DEVICE NOT LESS THAN 54" FROM BFFP OF. TE f FEfi��JST f)PEN OUTWARD AWAY FROM POOL & MUST HAVE NO OPENING >1/2" WITHIN 18' ffi OF METCN' u' B l3. ELECTRICAL Glk ND, {NHEN REQLAiD %_ BE DESIGNED & INSTALLED BY OTHERS. COPYRKiIfI FRAhO(LBFaWAI�O E L4. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATIONBY i IS ENGINEER FOR ALL COST & LEGAL FFEES & APPELLATE FEESACTOR, et. al. INDEMNIFIES RESULTI G FROM MATERIAL& SAVES HARMLESS TFABRICATION, SYSTEM ERECTION,4MAGES CONSTRUCTIONNG OO-MPS10-60 PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS BZ'�LE1 PLAN. LS. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. INFORMATION CONTAINED PAGE DESCRIM01141 HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE �E HELD 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 WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY 4L OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO II REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. L6. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. W CLo O �WWos Z 0= NR Lu C v Z V Zz 9z OQaz W m In GENERAL NOTES m z L. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE W ' WW 0 d 2010 FLORIDA BUILDING CODE. ,L O ?. DESIGN BASED ON ASCE 7-10 USING V ""= 115MPH (3 SEC GUST, UP TO 6'-0" WITHIN HVHZ), EX SU RISK W Y. 0 CATEGORY I, USING THE 'OPEN SIGN METHOD'. 70% OPEN USED IN CALCULATIONS. (Vem=V"o*N/0.6) W L n 3. THIS FENCE DESIGN TO BE USED AT GROUND SURFACE ONLY, WITH USE LIMITED TO DECORATIVE BARRIER Lu PURPOSES ONLY. THIS FENCE IS NOT INTENDED TO MEET CODES GOVERNING ELEVATED BALCONIES OR (L STRUCTURAL RAILINGS. (QAC 4. ALL FASTENERS TO BE #12 X V4" OR GREATER 2024-T4,18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 5.1.1C, O SPECIFICATIONS FOR ALUM. STRUCTURES -SECTION 1, THE ALUMINUM ASSOCIATION,INC., & APPLICABLE FEDERAL,STATE, AND LOCAL CODES. i. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6063-T6 OR BETTER, U.N.O. i. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O. AND SHALL BE MINIMUM 1.5X THICKER THAN ANY MEMBER EMBEDMENT. ALL EPDXY AND GROUT SHALL MEET OR EXCEED a COMPRESSIVE OF PNE CONCRETE AND SHALL BE IRON -FREE, NON -SHRINK AND NON-REACTIVE. 1 �_ C0.41RETE•FOOT3N'0.1% BERMESH ADMIXTURE PER CY. 1. FO TE FO l� j ^ ~FOOTER SHALL BE 8" BELOW GRADE R O 3. S {GS0 HELP o OPTIMUM DENSITY, 2500 PSF MIN AND SHALL BE CLASSIFIED OR / V BY O �L ON PER FBC 1806.2 AND SHALL BE SANDY GRAVEL CLASS ONLY. O 1-0 3. FO )NUb�A4� SII P� SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND tl 2. MiN p A T ANCHORS, UNLESS NOTED OTHERWISE. L0. A INTI }SH 4 IN ACCORDANCE WITH 2010 FBC SECTION 2003.8.1.4 WITH WELD u,ANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN ACCORDANCEp �jI , , , so THE" TABLE 7.3.1. ALL ALUMINUM CONSTRUCTION SHALL BE IN COtALST�E AND METHODS OF CONSTRUCTION AS SET FORTH IN FBC SECTION 6 2003.2 A (• pL'D��fG SOC _'S STRUCTURAL WELDING CODE -ALUMINUM (D1.2). MINIMUM WELD IS Ik 1/a" THROAT FULI fWELD UNLESS OTHERWISE NOTED. i. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT LZ: �PEEt�BC # 4.2.E `B QLA�CES .GA Wei�jLu PR���1�lIDED SHALL COMPLY WITH FBC 424.2 AND MUST BE AT Er 48"�ABOV RA &EQ(JIPP D S1 O L"OSING, SELF LATCHING LOCKING DEVICE NOT LESS THAN 54" FROM BFFP OF. TE f FEfi��JST f)PEN OUTWARD AWAY FROM POOL & MUST HAVE NO OPENING >1/2" WITHIN 18' ffi OF METCN' u' B l3. ELECTRICAL Glk ND, {NHEN REQLAiD %_ BE DESIGNED & INSTALLED BY OTHERS. COPYRKiIfI FRAhO(LBFaWAI�O E L4. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATIONBY i IS ENGINEER FOR ALL COST & LEGAL FFEES & APPELLATE FEESACTOR, et. al. INDEMNIFIES RESULTI G FROM MATERIAL& SAVES HARMLESS TFABRICATION, SYSTEM ERECTION,4MAGES CONSTRUCTIONNG OO-MPS10-60 PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS BZ'�LE1 PLAN. LS. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. INFORMATION CONTAINED PAGE DESCRIM01141 HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE �E HELD 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 WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY 4L OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO II REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. L6. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. Inspection Worksheet Miami Shores Village -10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-214900 Permit Number: FW -6-14-1376 Scheduled Inspection Date: September 03, 2014 Permit Type: Fence/Wall Inspector: Rodriguez, Jorge Inspection Type: Final Owner: , Work Classification: IronlOrnamental Job Address: 957 NE 99 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: ABBA FENCES CORP Building Department Comments Phone Number Parcel Number 1132060340260 78' ALUMINUM PICKET FENCE 5' HIGH AND 80' CHAIN l,n,,o vassea comments LINK FENCE 4' HIGH INSPECTOR COMMENTS False September 02, 2014 For Inspections please call: (305)762-4949 Page 9 of 30 Inspector Comments Passed 599 Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 02, 2014 For Inspections please call: (305)762-4949 Page 9 of 30