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FW-17-2134 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL t Phone: (305)795-2204 Fax: (305)756-8972 Inspection NumberANSP-288441 Permit Number: FW-8-17-2134 Inspection Date: May 08, 2018 Permit Type: Fence/Wall Inspector: Naranjo, Ismael Inspection Type: Final Owner: NARDO, LAKEN Work Classification: Iron/Ornamental Job Address: 16 NE 100 Street Miami Shores, FL i Phone Number i Parcel Number 41132060131240 Project: <NONE> Contractor: HOME OWNER Building Department Comments DURA FENCE 6' HIGH -WOOD IMITATION Infractio Passed Comments INSPECTOR COMMENTS False i Inspector Comments Passed Failed El Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 May 09,2018 Pagel of 1 I M1, Iff Al P CD F B 0 U N D AA tY 6 U R v R y ...........• ........ ........ ............ ........ ..... ...... ................................... y . 7 > -T ....... . ..... ................. .......... ............. ............ . ....... ... ....... . .. . ....... .. .. . ... . ........ .............. ................ ......................... ........ .......... .................... ................... .. . .... . ............... ... ... ...... .................. .................. ...... ... .. ... ... ..... ......... .. ..... .... .. ................. . .... ..................................... ........... ...... .............................. 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SI ul A. ........... ......... ;j 0, U) E • LOCATION MAP uu z (NOT TO SCALE) O L. ........... -CONC. L4O , .R.:.a.0, WALK J�. J�, V. LU < _bN ...........6. W - VE` CQ .......... ....... ........ CID .......... 1A Cv A ........................ ` Br < 04 ........... ............... ..... ..........4.,.4........ .�*: PLANTER LAN 49k -E t iL — 6' /0 AUG-:2-4 2017 r .......... -� > .......................... ... ....... ... . ......... z 0 2,10' J ...... �4 4.0' ... LL to ORM:.: cc z Cly. w 6 .............. ...... o C, RP 112- • t4O In. z ..... . -10 LU ............... . . .. L . -% . .... ............ LOT to -9 -9 UJ .......... C7 moiia is maz¢ BLOCK 'LOT -Scale -7— PLAN Graphic _j ........... .. ......... ...... I STORY RES. BLOCK-9 ................................................... a: 20.(:� 2d .1d 0 No. 16 74 0 ............ ..... ........................ ... . ...................... ... .......... wanni S�qe Hage z<<U V, 2 Z Z Z z . .... .. .... ......... .......... ... ...................... i8 b ......... , .............. 17.0' 2 0 z z LOT-V 25.00' 20. BLOCK-9 1 0Eazw .... . ....... .............................. ........ ED BY QATE z 6 C) ............... ....... ..................... C� Z y Z z PIN- ................ ........ C:) ZONING DEPT 190 UOU U to LLJ .......... . "'*% . '�:,., .1. . .......... APPROVED ...... 0 00 101 ............... 0 0 0 0 ......... . ..................... ........ OE, a,= . ...... . .... ..... ..... ..... 0 0�� v. 0 X V.. WOOD z DECKDG DEPT 0 B.B.Q.B 8 Q .0 .. . ................. -7 ot� < 2110' 0 0 z z z '00 . .' M .... . ..................40, ....... _CT TO COMPLIANCE W11 H ALL FEDERAL ................ .......................... ... .. ... .. .............I.... ... .... ... ...... ....... ....... W nUt-C-S AND RCOULATIONS 130.00'(R&M) PIP 12' A10 LD. COON ou LOT-11 ORDER NO.: M-10918 PROPERTYADRIESS: ..... ....... FLOOD WITHIN ZONE: R ............. BLOCK-9 ELEVATION: N/A FIELD BOOK: "FILE" 16 N.E. 100th Street ........ ........... ..... . ...... a. COMMUNITY: 120652 DATE: JUNE 12, 2017 Miami Shores, FL. 33138 REMAINDER PANEL No.: 0302 UPDATE: .... ....... ... ....... ......I..... . . ............I... .... ....... ............ .. ... .... ....... .............................. ............ 1""* ...I...... ... ... .......................................... SUFFIX: L UPDATE: FOR: LAKEN NARDO . ...................... ........ ....................... ..........q. DATE: 09/11/2009 ....................... ........ . ...... ..........I............................... .............. ..... ................. • I HEREBY CERTIFY:THAT THIS DRAWING REPRESENTS THE RESULT OF A SURVEY OF THE THIS SURVEY IS 0 VALID WITHOUT THE ........................... LOT-12 WITHIN DESCRIBED PROPERTY AND THIS DRAWING AND SAID SURVEY WERE PREPARE BY SIGNATURE AN ORI 31NAL RAISED SEAL OF A ....... ME OR UNDER MY DIRECTION. FLORIDA LICE ED URVEYOR AND MAPPER BLOCK-9 THERE ARE NO ENCROACHMENTS UNLESS SHOWN THEREON. ................. ...................... NOTES:- ............. .. ................ .......... .... . THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. F__ . ........... ­b.......... .I.................. . ...... ........ ...................... .. EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMIN RECORDED INSTRUMENTS,IF ANY,AFFECTING THE PROPERTY THIS SURVEY IS SUBJECT TO DEDICATIONS,LIMITATIONS,RESTRICTIONS,RESERVATIONS OR LEGAL DESCRIPTION: EASEMENTS OF RECORDS. NARCISO J.RAMIREZ I,pr. h u L 1.4 Ell IS I 00 LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. PROFESSIONAL LAND SURVEYOR&MAPPE 000 0 Lot 10 and the North 30 feet of Lot 11, in Block 9, of AMENDED PLAT UNLESS OTHERWISE NOTED,THIS FIRM HAS NOT AN ATTEMPTED TO LOCATE FOOTINGS No.2779 OF MIAMI SHORES SECTION No 1, according to the Plat thereof, as AND/OR FOUNDATIONS. STATE OF FLORIDA NOT VISIBLE ENCROACHMENTS WERE FOUND ON THE PROPERTY,UNLESS SHOWN. recorded in Plat Book 10, at Page 70, of the Public Records of Miami IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D.1929 8341 SUNSET DRIVE Dade County, Florida. BENCH MARK USED No. ,WITH ELEVATION: MIAMI,FL.33143 TEL:(305)596-0888&(305)596-0990 E-MAIL:atlanticserAoe@bellsoLAh.net___ .i r - ` 416 i 4'-0" MAX o. UAL METAL QUALITY M TA PANELS Frig M INvMW p SCALE: 3/4'=I'-O' ■ GENERAL NOTES: 4'-0" MAX 1 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2014. R1 I � 9 2.IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. 2x1 x16 GA 9 ANYNCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION ONj THE ENGINEER.DISCREPAF GALVANIZED UNDER- II II II II II II II II II II II STEEL TUBE 3 GROUNDLBE FACILTI{S PRIIOR TO TTHETRACTORS RBEGINNIINGILTIITH ALL APPLICABLE TILITY COMPANIES TO VERIFY ALL OF CONST UCON ALL EXCAVATIO S SHALL PROC ED WITH EXTR MECAUTIONAT I I I I RAIL TOP ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO I I I I I MEMBER Q REPAIR OR REPLACE ALL DAMAGES. _ Cj_ O n, a 4.THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. I I I I 24 GA (MIN.) Z GALVANIZED ,, z „ 5.CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON I I I I METAL SHEET �' m COOOZ THE DRAWINGS AND SPECIFIED HEREIN. I I I I W o 6.DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. I I I Z W I 8 7.ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 I II I I I I I Z W o W HOURS PRIOR TO INSPECTION. 2.5x2.5x16 GA.GALVANIZED " II II II II II II II II II II I I II wQ �o 8.THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING o iv STEEL POST AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. I I SPACED 0 Z W 9.THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER. 10 M I I I I I I I I 4'-0" MAX. O.C. W ~U s II II II II II II II I- Q 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. II � � II II II II II II II II II � � II W 11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY 2x1 x16 GA DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. GALVANIZED 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN I I I I I I I I STEEL TUBE Y� PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE RAIL BOT. W o ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT �- -� MEMBER Z THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. 04 -t Q n rn SN 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY I II I Q mom' EXTRA MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. m f W 14 DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT M I II I I I I I h� m o BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN n E n AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF I I I I z Pg DRAWINGS:.WILL RESULT IN ADDITIONAL COST. I o 15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES \\ �\ >` \\ \\ \\ \\ \\ \\ \\ ,\\ \\ Q HAVE BEEN APPROVED IN WRITING BY THE OWNER. FENCE CONNECTIONS: \\ I I 3000 PSI CONCRETE I 1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE I I / - RAIL TO POSTS TO BE CONNECTED WITH (2) 10-16 FOOTING 012"x4'-0" BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITION. I I KWIK FLEX SCREW by HILTI OR APPROVED EQUAL. ACCESS I I DEEP OR 019"x3'-0" €w HOLE AT RAILS TO BE PROVIDED FOR CONNECTION, OR DEEP OR 024"x2'-6" DESIGN LOADS 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: I I BE J" WELD 1" WELD LENGTH IN 2 OPOSITE SIDES I I DEEP TYP MINIMUM. 1APPLICABLE EXCLUSIVE ° FENCE TYPE ASTM GRADE Fy - PICKETS TO BE CONNECTED TO TOP AND BOTTOM ONLY FOR SEDIMENTARY WIND LOAD AS PER ASCE 7-10 STEEL SHEETS A36 ----- 36 KSI I I RAILS WITH (4 PER PICKET, 2 TOP & 2 BOTTOM) 10-16 I I AND FOLIATED ROCK KD=0.85 STRUCTURAL TUBING A500 B 46 KSISOILS WIND VELOCITY AS PER ASCE 7-10 KWIK FLEX SCREW by HILTI OR APPROVED EQUAL, OR BY 012"x2'-9" DEEP MIAMI-DADE 3. ALL STEEL SHALL BE HOT-DEEP GALVANIZED. U 1/4" PUDDLE WELDS. U CATEGORY 2 ------ 115 mph o € ----- 4. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH 1 r�p �p�� `�' AS PER FBC 2014 SECTION 1615.2.1 CONCRETE WITH ALKALI-RESISTANCE COATINGS, SUCH AS lir. 1 rill\� ♦li HEAVY-BODIED BITUMINOUS PAINT OR WATHER-WHITE MOTHACRYLATE SCALE: 3/4'=1'-0' LACQUER CALCULATIONS - `In accordance with FBC 2014 and ASCE 7 10 •€• ••'• • • • ( • • •• 0.124 in13 S = 0.0863 in°3 14 you e S=0.0074 IN°3 9 • .-• • ...• • M Wind load Calculation: General Data.* 'to no, • • Top and Bottom Destgn �� Mmax=16.2*b`.5*4*4/8 Mmax=16.2*6*.5*4*4/8 Mmax=16.2*(6.125/10*6*6*0.02145*12 m. • .• • • • •� ••., -• _ y r µ1 166 in =1 166 in =77 in -" - _ # # a Ex sure: C H post ft A-500 A-500 _ * * * fb=9 '406 psi#< Fb fb=1351 /S fb=Mmax/S ka ' B u SF�- •• ••.,. _ _ _ _...__ ... ._... -__....._ CategoryI L(ft)� I 4 2 1/2�C!1/2x16 QM S stbel galvanized 2x1x0 071 st galvanized. Mmax 1 234 6 6/2 - Fb=27600 S si-` fb"=27601- si>< Fb Z = 1.23 in°3 fb=10355 psi < Fb p -- - P O D psi 1 m x- 6 2*4*6*6/ Fb-21 600 psi �v(mph). 115.00 Fy(psi) j 46000 Mmax (lbin) 13997 Mmax (Ib in) 1166 =13 997 #-in r -1 - CRAISA R. LOPEZ PE •• ....__... _ ... =13 997 #-in -.. P M a 1 1.00 A-500 Fb si 27 0 Zx m 3 .75 • Sx in"3 0 086 1 s (P ) _•,�Z " )��� • •„• ( ) fb=Mmax/Z tis"� 19 au e fb=Mmax Z CGONZALO A. PAZ,PE _,. ! 1Kd: 0.85 Fv(pst) 18400 • fb • Mn•ax(6x• • fb(psi) Mmax/Sx: fb=18662 psi < Fb � � • • • • :, • fb=18662 psi F h(ft): 6 Fy(psi) 26000 •• fb p • • 1$6•C� • fb(psi) 13562.8 Fb=27600 psi w j ` Fb=27600 psi < " Pd(psF). 16.2 A-36 Fb(psi) -TLTd�0 • fb(psi}<Fb• C1K ' fb(psi)<Fb OK 1 y _ Fv(psi) 14400 _ _ • • ♦ ••• 0 18073.2.1) 6 Actual Pullout 194 4 �P 388 8 Lateral so li f Rail to Posts Connection Design Foundation Design(nonconstramed FBC 201 •r• • * it bearing, 200; +. 2 / abl _________�_- * ° 3 3/2017 p Allowable Pullout 200 Using 10-1ti Hilti KwIIc •A+ • •• � 144 Footing Diameter(ft) 1 583 -fes _ _ ._. _ � OFC Flex Screw • •• d• • • � •• For poles 1806 3 4� 2 POSTS (16 GA) RAILS (16 GA) ALTERNATIVE ALTERNATIVE POSTS PICKETS (27 GA) 352 SD-1 's RAILS (16 GA) (16 GA) NEXT POST FENCE TO NEXT POST FENCE TO - -' - - BE AT NO MORE THAN 4' / BE AT NO MORE THAN 4' * 3'-0" 4'-0" MAX9 `. `' 2x1x16 GA. � ; GALVANIZED STEEL QUALITY METAL PANELS - - - - - FRAME GATE (TYP) w - ■ I r 81 - II II II II II I � . GENERAL NOTES' '■ GALVANIZED II II II II II if STEEL POST v, ■ & 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2014. 2-1/2"x2-1/2"x14G4 2 I I 2 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO 24 GA. (MIN.) I I I I a THE ATTENTION OF THE ENGINEER. GALVINIZED METAL I :x O 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER- SHEET DURA FENCE I II I w 8 GROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION _X p AT ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ( Q N m o e TO REPAIR OR REPLACE ALL DAMAGES. co _J �I U_ o 4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. Ir I ¢ a 5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN 2x1x16 GA. I X W m ON THE DRAWINGS AND SPECIFIED HEREIN. GALVANIZED STEELI I I W ii i- p FRAME GATE (TYP) I Z W g 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. o II II II II II I c� C) 7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24I 7/8" IAM. I i0 W ¢ HOURS PRIOR TO INSPECTION. I SOLID AR I I W ¢ 1p 8. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING HINGES TO RESIST I CANE ARS Z c AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. 180 LBS I I I c Z m U 9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE I I Ic' "< OWNER. 2x 1 x 16 GA. N I Q .z 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND GALVANIZED STEEL I W z PROCEDURES TO BE USED. FRAME GATE (TYP) -I -I I- o - 11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY V� DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. J 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN PLANS, \ '� ��� \/j\ \ '� �% \/��/j\ W GATE CONNECTIONS: Z ;s SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ' ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO �/` j � d v rn =w / - PICKETS TO BE -, N EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. 3 KSI CONC. FOOTING m' CONNECTED TO TOP AND J n rn 55 012"x4'-0" DEEP OR Z n m 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY BOTTOM RAILS WITH (4 rn 019"x3'-0" DEEP OR < _z EXTRA MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. PER PICKET, 2 TOP & 2 g co 024"x2'-6" DEEP (TYP) BOTTOM) 10-16 KWIK FLEX M � E 14. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT SCREW b HILTI OR } _� BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED APPROVED EQUAL. J - DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING ` OF DRAWINGS WILL RESULT IN ADDITIONAL COST. Q ALL GATE FRAMES TO :3 Sg 15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES BE CONNECTED BY ALL C3 HAVE BEEN APPROVED IN WRITING BY THE OWNER. TW. SINGLE GATE ELEV. AROUND FILLET WELD. H= DESIGN LOADS 95 FENCE: WIND LOAD AS PER ASCE 7-10, KD=0.85 GALVANIZED SCALE: 3/4'=V-0' i WIND VELOCITY AS PER ASCE 7-10 STEEL POST p MIAMI-DADE - 3'-0" /4'-0" MAX CATEGORY 2 ------ 115 mph ----- AS PER FBC 2014 SECTION 1616.2.1 2-1/2"x2-1/2'X14GA 1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE AND AISC ( 1 1 SPECIFICATIONS NINTH EDITION. I 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: € TYPE ASTM GRADE Fy STEEL SHEETS A36 ----- 36 KSI STRUCTURAL TUBING A500 B 46 KSI 3. ALL STEEL SHALL BE HOT-DEEP GALVANIZED. o 4. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WHITH ALKALI-RESISTANCE 1212 CALCULATIONS. COATINGS, SUCH AS HEAVY-BODIED BITUMINOUS PAINT OR WATHER-WHITE MOTHACRYLATE LACQUER. TYP.P. SINGLE GATE PLAN. VfW In accordance with FBC 2014 and ASCE 7 10, • • •• • • • l• • SCALE. 3/4'=1 -m g ..... .. .. .... •- •• • .•....• ••.•.. •. ..... .... ..... f ... ... ..... Wind Speed from FBC 2014 Chapter 16 Section 1616.2.1.,=115.mpkh • • • • • , 14'Ga e` f; • •.•.... •• .....• • ... •• ..... ....... ..... . .... ... F LI Wind load Calculation: General Data dost Desi n S-0.0074 IN°3 b"' a q :Top and Bottom Design ��� � �i3� POSTS 14 GA « . � � iV(mph). - -115.00 - L(ft) 4 Steel galvanized A-500 2x1x0.071 st galvanized - Mmax=16.2 (6.125/12) 6 6 0.02145 12 _ ......... .._.. ffia 'Exposure: C Hpost(ft) J 6 $ec4iprj •Momgrjt j#in) Mph m Comb<1 Section ifb(psi) fb(psi)<Fb A-500 1 „ =77 #-in ❑RAISSA R. IAPEZ,PE t iGust Factor 0.85 F si 46000 5x 5x14G � 14 12 •2 0 t 9.93 0.5985 1.55329 OK Mmaxx(lb in) 1168 1 fb=Mmax/S ❑GONZAIA A PAZ,PE Y(P ) Z �i•.. . • • -� S=0.5985 in�3 fb=10355 psi < Fb Cf: 1.30 A-500' si 30360 •' • • • • • • • • Sx in^3 0.124 i (P ) • .. •s . • • 0 • ( )_ Fb=21 600 psi k Kd: 0.85 Fav(psi) 1840(0•• • • • • . fb(psi) Mmax/Sx; N Mmax=16.2*4*6*6/2 C h(ft): 6.00 Fy(psi) 36000 fb(psi) 9416 68 : =13,997 #-in - -- _ �e _ Xz: 0.85 A 36 Fb(psi) 23760 fb(psi)<Fb TRUE fb(psi)<Fb OK fb=Mmax S ••• • • • • ••• • • qz(psf) 16 2 Fv(psi) ?14400 r fb=28 565 psi < Fb Rail to Posts Connection Design Feundetion Desr nowconetrarned FBC 2010-1819.7 ---�-�f2014 1819 7 2), I Fb=30 360 psi 2" 4A) 63//zo17Actual Pullout 32- P• •• .• • .38 22;, .� Lateral soil bearing 200;• • . � �, - - - - FRAM e Pullou 200'Using 10-16 Hilti Kwik �1 i28i Footing Diameter(ft) 1 2 1/2» E 1 6 - - 352 f W OK Flex Screw _...,,„ 1,,,d _...... 4.10�u w _ mor poles 18063 4 _.,_ 2 �.-r.. D_2 ( NEXT POST FENCE TO 20 0 6 GA. GALVANIZED NEXT POST FENCE TO QUALITY METAL PANELS BE AT NO MORE THAN 4' STEEL FRAME GATE 10'-0" (MAX) BE AT NO MORE THAN 4' 2006 GA. ■ GENERAL NOTES GALVANIZED STEEL 2" 1/2 po- t FRAME GATE (TYP) 4Y- ■ 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2014. i I' ■ 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. N ■ ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPUCABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF w I I I I I I �■ ff THE ENGINEER. GALVANIZED 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER- STEEL POST GROUND FACIUTIES PRIOR TO- THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL 2-1/2"x2-1/2" �I TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR x14GA I w OR REPLACE ALL DAMAGES. x N Q M 4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. N -�L -� - �- -I - 1_ J�- �� _ 24 GA. (MIN.)GALVANIZED METAL cc I ( _ - in I o o o:N 3 5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON SHEET FENCE O , r �� w n a Z o w THE DRAWINGS AND SPECIFIED HEREIN. I - z 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. I I I I W 7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HINGESo I I I ? o p HOURS PRIOR TO INSPECTION. TO RESIST 180 LBS cn 8. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING ASZ LU LIJ ¢ h� NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. I JL_ _ _IL J_ _ JL I Z C o 9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER. - - - - - - - z 2006 GA. 4W o 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES GALVANIZEDFRAME 1\�� %`'\ 7/8" DIAM. SOLID BAR X, co co TO BE USED. GATE (TYP)STEEL \ % CANE BARS Q 11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMIUARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES GATE CONNECTIONS 3 KSI CONC. FOOTING W oTO THE ENGINEER PRIOR TO STARTING WORK. 019"x4'-0" DEEP OR W o 024"x3'PICKETS TO BE CONNECTED TO TOP AND BOTTOM RAILS WITH (4 PER -9" DEEP OR 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN PLANS, 7 PICKET, 2 TOP & 2 BOTTOM) 10-16 KWIK FLEX SCREW by HILTI OR 030"x3'-4" DEEP J z APPROVED EQUAL. OR SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT Lv ALL GATE FRAMES TO BE CONNECTED WITH 1/8" FILLET WELD ALL 036"x3'-0" DEEP Z $� CS OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT THE AROUND. (TYP) Q o NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. d s m r N s� 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA Q n p MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. .t+t�p *T�* �+p ELW. `f�tt' H �g 14. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT BE j jr• �V �l� •• •�^ ^ E GALVANIZED SCALE: 3/4'=1'-0' 3 <� RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN AND STEEL POST Z ~ o DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS 2}"x24%14GA J WILL RESULT IN ADDITIONAL COST. Q M 15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE 10'-0" MAX CY BEEN APPROVED IN WRITING BY THE OWNER. DESIGN LOADS FENCE: WIND LOAD AS PER ASCE 7-10, KD=0.85 W WIND VELOCITY AS PER ASCE 7-10 s MIAMI-DADE p CATEGORY 2 ------ 115 mph ----- AS PER FBC 2010 SECTION 1616.2.1 P J JAJ�� / ♦ PLW. 1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE AND AISC iJ�I Vf! �SCALE: 3/4'.I'-0_' SPECIFICATIONS NINTH EDITION. 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: TYPE ASTM GRADE Fy STEEL SHEETS A36 ----- 36 KSI STRUCTURAL TUBING A500 B 46 KSI 3. ALL STEEL SHALL BE HOT-DEEP GALVANIZED. 4. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WHITH R MOT�FIAI-RESIS ANCE UOAATINGS, SUCH AS HEAVY-BODIED BITUMINOUS PANT OR WATHER-WHITE CALCULATIONS. In accordance with FBC 2014 and ASCE 7-10, .( • •• • 1 14 Ga e Wind Speed from FBC 2014,Chapter 16 Section 1616♦Z1 v 1�5 ply s M 0.0074 16 2No6 G ■ •. . • • .• POSTS(14 @A) �. Wind load Calculation: General Dataostbe�ign _ Top and Bottom Deslgn = *( .125/12)*6*6*0.02145*12 GW g bW iV(mph): 115.00 L(ft) I 4 Steel galvanized A 500 2x1x0.071 st galvanized. Sx = 0.124 in'3 a =77 -inba S: m ;Exposure. C post(ft)( 6 Seton Moment(#in),Mo� Comb<1 :Section fb(psi) fb(psi)<Fb A 500 j Sy = 0.186 in*3 fb=Mmax/S ❑RAISSA R. LAPEZ,PE r I ••.• • •t ... fb=10355 psi < Fb ❑GONZALO A. PAZ,PE Gust Factor 0 85 Fy(psi) 46000 2.9k2 5x1A. 14012 • f880 • 0 93 0 5985 1 55329 OK Mmax (Ib in) 1168 € _ S=0.5985 in�3 1 ........• ••♦. ._•. • -• • •- - Fb=21 600 psi Cf: 1 30 A-500.Fb(psi) 30360 • • • . • • • • Sx(in 0 124 N Mmax=16.2*4*6*6/2 16 ore _� Kd: 0.85 Fv(psi) 18�ID • (._ _(......__._.._. _..._.._. _ ` ♦ • • ♦ (Psi) Mmax/Sx: =13,997 #-in I' ._. h(ft): 6.00 Fy(psi) j 36000 fb(psi) 9416.68 fb=Mmax/S _._ Kz 0.85 A-36 Fb(psi)-;23760 .,._ fb(psi)<Fb OK fb=28 565 psi < Fb qz(psf) 162 Fv(psi) 14400 •• • • ♦ • 066 . • Fb-30 360 psi 'Rail to Posts Connection Design ♦Foupdatia� n(gpncanstraQied FBC 2010 1819.7.2) (2014 1819 Y.2), I �" /3/2017 Actual Pullout 321 ;P ;.'�; ; 89? •��' bear insoil bean 200: g 2 1/2 2" (Allowable Pullou 200;Using 10-16 Hllti Kwik'•A • • • 0002.26 • Footing Diameter(ft) �OK�Flex Screwd 4.11W For poles 1806 3 4 2 352 �D-3 Miami Shores Village Building Department M7, 18 2618 \� 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 \� Tel:(305)795-2204 Fax:(305)756-8972 JJ BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20A4 BUILDING Master Permit No. W PERMIT APPLICATION SSPermit No. �UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type:oj ) A,�Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �i� f lKC.N /l/ VNY, Phone#: Address: C / V V ` City: ( S � � State: Zip: Tenant/Lessee Name: Phone;3'0J Email: �t��iy/t'd�.1�� ' b � �1 MK 14 ' roZA CONTRACTOR:Company Name: Phone#: 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:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Dem'olition Description of Work: y EoG6r Specify color of color thru tile: Submittal Fee$ ' Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ k y ) ' Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) 4 Bonding Company's Address City State Zip Mortgage`Lender's Name(if applicable) I Mortgage Lender's Address 4 City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 The foregoing instrument was acknowledged before me this S day of MA-9-A=44 20 t by day of ,20 by "II�N N� � ,who is personally known to who is personally known to me or who has produced_�L -DUALE-e— as me or who has produced as identificati nd who did take an oath. identification and who did take an oath. NOTARY P BLI NOTARY PUBLIC: Sign: Sign: Print: ( NSI Q ��✓VL Print: Seal: f o r1�/QG Notary Pub5c State of Flodda SQal: Sindia Alvarez 4 r c� My Commission FF 156750 r s 'hi oFfdo? Expires 09103/2018 *************************a '�****i"�►S�*�*"*/��e'Bks'*#*�*'i*"*i`*#*"***************************************************** [4 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Ked d O-r ales } N . x q^ R 13 0% Permit o. Fll'N-8-17-2134 `yaortes Miami Shores Village Permit Type:FencetWall �a 10050 r.iN.E.2nd Avenue NE Per I Work Classification.,iroNOrnamtent811 Miami Shores,FL 33138-0000 Pe►mit+Status:'APPROVED Phone: (305)795-2204 �`LORWA issue nate:911812017 f Expiration: 03/17/2018 Project Address Parcel Number Applicant 16 NE 100 Street 1132060131240 Miami Shores, FL Block: Lot: LAKEN NARDO Owner Information Address Phone Cell LAKEN NARDO 16 NE 100 ST MIAMI SHORES FL 33138-2315 Contractor(s) Phone Cell Phone Valuation: =3,000.00HOME OWNER Total Sq Fee Approved: Available Inspections: Comments: Inspection Type: Date Approved:: Final Date Denied: Foundation Type of Construction:.Other Additional Info:DURA FENCE 6'HIGH-WOOD IMITP Review Building Classification:Residential Scanning:3 Review Building Review Building i Review Planning Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# FW-8-17-64970 DBPR Fee $3.30 09/18/2017 Credit Card $ 195.40 $50.00 DCA Fee $3.30 Education Surcharge $0.60 08/24/2017 Check#:467 $50.00 $0.00 Notary Fee $5.00 Permit Fee-Wire&Wood $220.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $245.40 f In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and oning Fu the ore,I th rize the above-named contractor to do the work stated. September 18, 2017 Autho ized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy September 18,2017 1 i t cf_\ Miami Shores Village q ED C�\\�`� Building Department X024 0>> .,�� 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 A Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201k( BUILDING ' Master Permit No. � O� (3 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip ✓'✓ �� Folio/P_arcel#73 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE FFE: OWNER:Name(Fee Simple Titleholder): Phone#: ya 03 d �d-dress:"`'►r f d d r City: �t lk sG1 flY�eS State: / L. Zip: 3 3I3 Tenant/Lessee Na e: Phone#: Email: `h e12tuftt/ /• LS Q./ . At 4 ) (4 rd q CONT.RACTOR:.C,om)paany,Name:> 4fl Ke Phone#: N �A e Address: m G �0' `. Y City: P1401 J fi d pe-s State: Zip:-7 3/2 Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value ofCWork for this-Perm-it:$ 3) Square/Linear_Footage.of.:Work:S J„IQ T e of Work: ❑ Additin r i yp ❑ Alteration New Repair/Replace ❑ Demolition �Desc_ription of,WorkJLW f ep✓C t% �D fl f<af/ ,tt� n/001--D. i r+l 0',,.S 011 f/ Specify color of color thru tile: - f r C�.c Submittal Fee$ Permit Fee$ CCF$'-• l ` `•� � CO/CC$ ' Scanning Fee.$ Radon Fee$ DBPR$,` 'i rsd ..o ' Notary$ �J a0 Technology Fee$� ` "Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ � G (Revised02/24/2014) Bondirg`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. I I �I _ t 7 "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. 4 Signature WA� Signature 'L`OWNER-or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 l2 by day of 120 , by M�ho is personally known to who is personally known to me or who has produced Oct— V �. as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: / � NUNIIIIII/1r - Sign: elo Print: Print: Seal: _o:„. a9ti�6 �: = Seal: 0en'9 b83n�� APPROVED BY �Y” l//lllllllj1111\\ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) �j f Miami Shores Village ,,, Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 I 'OWNER NV�BUILDER DISCLOSURE STATEMENT / r NAME: k Atu d DATE: 7 ADDRESS:_L I a 4 t 4 m k 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. I 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 rejulations. I Please read and initial each paragraph. E 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 1,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 Lk) 2. I 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 L iV 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. A/ Initial L 4. I 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 n6t 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 L' S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial L I 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 bycountyor municipal ordinance. Initial V I b . 7. 1 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. i Initial L►U 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 1 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. I Initial 9. 1 agree that,as the party 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 Il/ 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.mvflorldalicense.com/dbpr/pro/cilb/index.htmI t Initial 11. I 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: Initial G !� 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. �' Initial k' ([/ 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 day of 20 By LA4 � r _ d�'� `, who was personally known to me or who has Produced there License or `-rte— as i a :yZ OWNER NOTARY`; •6• �o ss��'�'��a\�` i RECEIVED - � MIAMI SHORES VILLAGE AUG 2 4 201 ;0 BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build. ing or other structure. herein described. This application is made in compliance and conformity with the Building (hdinance of Miami Shores Village, l"lnrida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with,whether herein specified or not. A copy of approved plans and specifications must be kept at building during ptogress of the work. Date.. «"' `�._�.._.__ 19»��� Owner's Name and Address........t�S.l... �`^� ."!�!.....� ...... Registered Architect and/or Ott$irl4er........ .........C�.41-41........ ..............•,,...:,,,.. Name and address of licensed contrgctor..................._._........._..._..._.............................. .. ._..........._..._.._».._.................................. � ..__ Location and legal description of lot to be built on: c J �, Lot...l<....y 3 t . ...I.�. Block............. ......J Lzn . ................_..... _. c 1�( ....�... ............ Subdivision................ ...--...__L. ^ .,....:_._..._......_. Street and Number w rc work is to be done..........» _.._....... _ State work to be done and purpose of building b floors »_1-Z.::..:. - _..no - ..°J.6....................................••-•...._.._...__._................ ..... ....................._........_........_.........................._.._.__......_ _..._.............................._..»».._..__...._--__......................................................_................and for no other purpose. New Building............................. Remodeling......................... Addition.......................... Repairs.......................... No. of Stories............._...... _ To be constructed of............................ Kind of foundation............................................................. Roof Covering......................................_.-._ Estimated Total cost of improvements $....... .. .v......».................Amount of Permit 3.....»'.»._._.........................__.................. Zonecubage required.........:.................................._.................».•_._..-.-Plan Cubage.....................__...._...»_....................... Distance to next nearest building...........................................-___...Size of Building Lot...................»._....._.........._......................... _.._...._ Maximum live load to be borne by each floor.........................................................................»........-.........»................_........................................... { I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to......................................................................................••••..........-_................................... The undersigned applicant for this building pennit docs hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Worktnen•s Compensation Act, being Section 5966,Compiled General Laws of Florida,Permanent Sup element, and has complied with the tirevision% thereof, and will require similar compliance from all contractors or sub-contractors employe by him in the work to be performed tinder this permit; and will post or cause to be posted for inspection an the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. )L.CJ r�"'v� Remarks.--- ..... ._..........._......----------_ ___ __._r (Signed)._. ....... STATE OF FLORIDA. COUNTY OF DADE. ss Before me, the undersigned authority,a notary public,duly authorized to administer oaths and take acknowledgments, personally ap- peared ....... ...........-...........-.......----»---»...----»---_---------------------------------------»-.-....-.»-»_----__:...._.................... _.. -- ---_-r—......-............. -.....-......»......._.........._ __..........-...........--•----.........__............... _....to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the.................................................................................... _ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated a true. Permit No.. - ?.J__.......... Date..-. � .__ Read,Sworn to and Subscribed before me. Disapproved __ ....../te ........ ...... _.._....._..».. .......••• .. .... ......... .... .Notary Public,State of Florida (Signed) ... .......•-•--•-••••-... , ....._. .. .._.........•-•- Building IMy Commission Expires......._............. -».. ..._.._...�__._ I PLANNING BOARD..........................................._.-......DATE Chairman ......... ....................................._................................... Member Member ..............................._......................_.....---» »..-_......_._ Member ......._...._...»...._.--._-__............._.._........•---- Member .. ...-......................._..............—...._....._.....»..._._ _._...__ Member - »».._. _.__._..._.__._......._................ lCouncil Approved.........._..................................._..__....._.........--..Date Disapproved .._.._........._.....»........................................................Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has heen obtained frmn the Planning]Board. A re-inspection fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inipmtion or faulty materials and/or workmanship. i w • � 2 v a 3� J J - r I 0 t CoMc-. i��-Zic IZELN�. t I KO NIG - - - - ._ (��i�o=CAVER=��_Sce��N�Rom •� 16N.E. �ooST MIRMI 10.5 """""� - GAO _ \� ^, . J1:: 0.- P,S9{IDING..PERMIT .- - N N 0 E' T' 1;"'q' S ^! "^.I`2G A-D ZONING — _ X e u 0 li';.E� •;I. -u ��:;•! E; SP'!I.1;A L Y!I"TED f#ELOW I 8.5 V N A _0 f, P E T' E ' D. i; L.',:'S MUN-CE COMPLIED ''+V H Y L .IE' _.. _ _.. _ - L P:;, --- 'ore �Date FLE [EP Ri.iE;, _ F----10 5 _... -. ...Ll _.._._ .. ......-. � _ . . . . . - � - BUILDIi2G DIRE;icl; - _.-- VILLAGE COU:: !' �j • r -- ---- ...__._ - -- ' PR REM ,.- _ 1 hJCORES i•I 2 ;f2' _ t ..r _, _. j - - 2 neG R)S'W H.R SP Y.ItvDl > TT OPA AN 0 � __.. . , - `i1X�0 ULT IX N 'i' ECIFICAL+ CA ED I r ' G+ t � i i r-- Yj r! ._. .. _ T1 C r7 moi) fes`! m ev < V m _ t/�O OFFICE of OADE COUNTY BUILOiNG DEPT. APPROVED BY DATE PERMIT Nu. ZONING STRUCTURAL ELECTRICAL PLUMBING j FIRE DEPT. I r Subject to compliance w.ih as"e ar:.l,Lizt; and County Laws,kules zed Regulr;i.:r, Dade County asaum,- r, ;Tor accuracy O,or rasWts frz n; F._r... THIS COPY GF, L JAS v:iUST 2E AVAIL- ABLE ON BU;'—,)l.'G S'T_GR NO INSPECTICN WILL GIVEN REQUIRED INSPECTIONS _ LOT STAKES BY I DATE FOUNDATION FFAIM"NG UNIT I_ FINAL CONST. ROUGH ELM FlNlki- 71_EC' RCL'�H PLGG. N RNAI_ PLF.,G, _ WP.1-1, _— SEPTIC TANKS + Fi. 3 rt(grpt ;4{ t tpf y��to � ,,I,htia,;.•'_ , -?,i:;,_14_^. :5 1. ; 'N `)'� •AYa� er , ,n [la i;1P' � #?11� 7,. {.Ir i,•{�,il j llSfu`. 'Ip r r` y nb ti 'r ♦ tr .:"rr Ptt ". a{.d " r r , ;1 ai 1 ! .7 ,r., ,« C r fix } ! rl ; tyt;" tr 11f �� i t , a cE - N r ,: t r :a n I'1 a r fC tr ' �}t ! i- A 1 .. (., 1 , A v I r> Y ! v 04: ii -- ,+yr.��, i{ '4 r 'p r�i�- i IW , '-. I/.1�. w •II'. A�0.9 t .'.ui •y:w F , i�i a+ir"l.s';i �_c Iaa h� rt'}ti r •rl r�,•rt t�tl1'b•lFni 1 n!1y i;'11C•.?°}Y ti.,t,,} , i i,�4 t rd i �1�'tt 1 rrr r , C' 'r , '•y, r , tW.l IV • ' �� (-t r',. .) ,d` t S' u 4 rw,b�! t 8.1 y'�f �,•' � ,4 t. it ,�•4 t, ,1.�4,trr :T1�:I, •er'.1��'.,_i,.,,.,.0A. ,t�:�. ,,No .."f ..4. 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C01 UMN - -.._ _� � _ �1. .---1�J 1.�1_ _ ..�'�-!_ Ll- . �..P�1._ L>�1 1�.«. � l-�� 1�1 1✓a� lel OO OO © OD © OF © OOO — �� �»�?� �� � wsRFAY CN•P R£AM SCUP COL N�aM GwTTEp E�SC�A �Q� j�JyLy[L �� G�AI�RAIL Y COWMN 1°r�'s'n 3IF e° A \ 1 C TYPE I r.D•Nw��� <nL ncL >Nne rT•e) w 'O�1F' ELEVATION A ��� ..e @8(9C) A ^© esu..rNa.r aw..l D � 4./iRW TYPE H 0 41reRw�e•vuX.,..� PERSPECTIVE PERSPECTIVE ...wb SIDE VIEW �+•.N. N•,m.,,,%NaA� „e; C%C COLUMN SPACING SCHEDULE /n-WA'vw nieN ,�O�worOOOmnrseme.. ^""N ROOF FRONT WALL COLUMN SPACING FOURTH WALL COL.SPACING PATIO Dr COVER TMR nxuN ,Ow...Df .rc.r C p.— p.f.r ©— . w» • rc w.f SROOM ':"• ©" j DETAILS a O r-r f• .•-e v->• DETAILS wwb••a•u• © v >r f-a✓n.us•a >wtiaa.c. ¢ O•© +�n .-.e r-.r ra r-r ,`r rr�w•s r� � I�" fea nnwwa. ELEVATION �X�ealfucw x Of f•.r r-s �r r-r a• - ..•w v. .......�'`� QQp.00 r© umfMf Itw ro �:Xr. �p®� > ��� naN I p v-r wr 'ar .�-d s•-r C••A•gfu f'�Ywf•{t� 3 Yu'nw ,ayi.•M• �,.ryW.ay... ♦... W� sr. t�e•Nf I / GENERAL NOTES ROOF PROJECTION SCHEDULE F:p".prb*.ewr.TMi.in" w/,W, �IE.R„f�.MW (.aSM r:ral avi>) nun>rRucaa.��»r.e.�RPriPyirrt f.Y u"w.�(ljtwr ROOF PROJECTION SECTION AA SECTION BB FOURTH WALL DETAIL La—_p L/IRO 4 O TYR r'IJRLIN EYYN c unetfY�u•a RI<•e4 aWwuar..Xeu! w reKMnl i..taW INrt.MAa[�Y��s«M Yw [ ® vim•' ✓•J• f1.eIrMG CABLE SCHEDULE a�•i n t•a••�' uu/ffwrµ tmr.¢�OMwn vw.•uMe ¢ ©�° - 1e'"" r"e' i•o. L.J Yaa•W rmrcTiW •roiw�D I .. WIFb''rtb � --'•aw.-ws••sum���Nre I © - abvf n-n rwxs r bud I 11[rw eiEif ferwr u.a��`Or.N_tuu.� IT 1f-1 eWv> IT tT,i[X® m fed' f lintµ - Tf%•f• Nri Ine GY•arywf ¢ p� - - 4!• tIM•f MA%COL HEIGHTS '.t.rwlSECTION DDa �.f m.� •eo.+ . �.e. ..ea.,A -:•"...ireY,'�• .SECTION E-E © — •-a• w +.N.fnsw.rw ALTERNATE . e-r r-`• } ••+•+ .,� �+�•�� TO SECT.AA . s. -re:raer` R"'I ® Y-e• — b.♦ - sa✓w.11 ttrer II.�auli•r�Limuef rw ne o-nnw nlec- '�if •nr>au•e�x•b fM> _-.rwsarc•Ac � - ,Mw _ �,�'-"+ _ ¢�� Nrm�irAw�I Rw•rauecxia+a�/so•..,• ee Xr-e•w.ww. .:me.wufrww�miw o�"�ow�r _ R � �� enMi^�.r� a•ro my asAe.ww.I•.ra wm..M.s X.eo ab ALuu. .'1V tefAi•f y�••M' ��1. w w�A•ar�bX waD. em n m m uus aww r.f-•'wewMX•w VIRO. -q[C rip! -�•.Y� Yr�>ql f0aa Yf�wV9�' rT 9wC.lC 0/ M�. .w wiueMrs wwri�r .00 V m V al.�c Nxf I..!4 M.wnb s UfRD. PATIO COVER a SCREEN ROOM _1br.r a•••c 41 W WN 9DfA� ©.. NA I �• —�..uM• M'•A•iN1'�m.s :�i�n•�i"m fww •wgAo rr•+ TION nr.rr. SECTION CC .;. ALTERNATE "+`�. - ". ALLAN &A SOCIATES CABLE DETAILS T.E-E 3 ALTERNATE- TO SALTERNATE w � 'tawaM. N KrNEvS PLANNERS ( TO SECT A-A TO SECT EE TWICAL•FTG. 01 SI os SI