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MC-18-1393 i Permit'NO. MC-548-1393 `SKOREs Miami Shores Village ■ Permit Type:Mechanical-Residential 10050 N.E.2nd Avenue NE Per t Work Classification:A/C Replacement " Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 FCOR(Dp` issue Date:6/4/2618 Expiration: 12/01/2018 Project Address Parcel Number Applicant 140 NE 95 Street 1132060132850 MARY NEWMAN l Miami Shores, FL Block: Lot: Owner Information Address Phone Cell MARY NEWMAN 140 NE 95 ST MIAMI SHORES FL 33138-2709 Contractor(s) Phone Cell Phone LTotal n: $ 9,745.00 HILL YORK SERVICE CORPORATION (866)525-4200 Feet: 0 a Tons: Available Inspections: Additional Info:EXACT UNIT CHANGE OUT 3 TON Inspection Type: Classification:Residential Final Approved:In Review Review Mechanical Comments: Date Approved: :In Review Date Denied: Type of Work:EXACT UNIT CHANGE OUT 3 TON Scanning:3 t Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.00 DBPR Fee Invoice# MC-5-18-67646 $5.12 05/22/2018 Check#: 1531 $50.00 $324.61 DCA Fee $3.41 Education Surcharge $2.00 06/04/2018 Check#: 1538 $324.61 $0.00 Permit Fee $341.08 Scanning Fee $9.00 i Technology Fee $8.00 Total: $374.61 i I a I 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. OWNER AVI"Futherm foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constr ction and iorize the above-named contractor to do the work stated. June 04, 2018 1 ting rized Sig wne App if cant / Contractor / •Agent Date Buil Department Copy June 04,2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-304793 Permit Number: MC-5-18-1393 Scheduled Inspection Date: June 07, 2018 Permit Type: Mechanical - Residential Inspector:-Perez,JanPierre 7 Inspection Type: Final , Owner: NEWMAN, MARY Work Classification: A/C`Replacement Job Address: 140 NE 95 Street Miami Shores, FL Phone Number � Parcel Number 1132060132850 Project: <NONE> i Contractor: HILL YORK SERVICE CORPORATION Phone: (866)525-4200 Building Department Comments EXACT UNIT CHANGE OUT 3 TON Infractio Passed Comments ; INSPECTOR COMMENTS False i Inspector Comments # a '4 Passed Failed ` I Correction r Needed i Re-Inspection ❑ -Fee - I No Additional Inspections can be scheduled until re-inspection fee is paid. i June Os,2018 For Inspections please call: (305)762-4949 page 23 of 34 + This combination qualifies for a Federal Energy Efficiency tax Credit when placed in service between Feb 17,2009 and Dec 31, 2016. WMILI CERTIFIED Certificate of Product Ratings AHRI Certified Reference Number:8107728 Date:05-15-2018 Model Status:Active AHRI Type:HSP-A Series:XR14H Outdoor Unit Brand Name:TRANE Y Outdoor Unit Model Number (Condenser or Single Package):4WHC4036A1 The manufacturer of this TRANE product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary Air-Conditioning&Air-Source Heat Pump Equipment and subject to rati. ac , a b s independent,third party testing: Cooling Capacity(A2)-Single or High Stage(95F),btuh:35800 SEER:14.00 .••• .••• EER(A2)-Single or High_Stage(95F) :12.00 bho ••' ••Heating rapH12acity( ) Single or High Stage(47F):32000 �� .••• HSPF(Region IV):.8.0IDD0 •• •• �• .. JAW •.... a .� V APPROVED- BY DATE ZONING DEPT 5LDG DENT 1 SUBJECT 10 C(,MRI JPNCE WI R-i ALL FEDERAL I STnTE ANS C ISN (mUL :S AND REGULATIONC t"Active"Model Status are those that an AHRI Certification,Program.P-articipant is cdfrently roducing AND selling or offering for sale;OR new models that are being marketed but are not yet being produced."Production Stopped"Model Status are those t a an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratinas that are accompanied by WAS•ndi ate an involuntani re-rate The new published ratina is shown along with the previous Re,WAS)ratina. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridlrectory.org,click on"Verify Certificate"link we make life better°' and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right. ©2018Air-Conditioning, Heating,and Refrigeration Institute [CERTIFICATE NO.: 131708892196759152 yNoRE'L.4C 193J s Miami Shores Village Building Department ... ....,� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 °. Tel: (305)795.2204 a Fax:(305)756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany'ALL air conditioning replacement permit applications. Each unit change-out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address(where the work is being done):140 NE 95th St City: Miami Shores Village County: Miami Dade Zip Code: 33138 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB 0000 ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATIOa •. • A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ••- : ... •• ° AHRI DATA SHEET REQUIRED . 0000:. 0000.. 0000: Change disconnecting means:YES❑ NO❑0 ARHI Sheet Attached:YES ■❑ NO❑ C8pjr t Attaehed AYES [■ . .. 0000. 0000.. .. 0000. UNIT BEING REPLACED DATA •• NEW UNI ..' .. • Trane MANUFACTURER :**:*bane • .' WCH036B AHU or PKG. UNIT MODEL# 4AC403C...:• ••••�• COND. UNIT MODEL# • • • :...�; HP' KW HEAT HP • ' ' 3 NOM TONS 3 AHU CU PKG45 1)M.C.A AHU CU PKG46 AHU CU PKG50 2)M.O.P AHU CU PKG50 AHU CU PKG 3)VOLTS AHU CU PKG PKG UNIT I PKG UNIT EER/SEER YES NO REPLACING DUCTS YES NONO YES NO REPLACING THERMOSTAT YES NONO YES NO NEW 4"CONCRETE SLAB YES NONO ( YES NO NEW ROOF STAND YES NONO YES NO NEW RETURN PLENUM BOX YES NONO 1 1. Minimum Circuit Ampacity(Wire Size): 8 fifi 2. Maximum Overcurrent Protection (Fuse/Breaker Size): t 3. Voltage of Circuit(208/240/480): ; 4. Size Disconnecting Means: i Contractor's Company Name.. Hill York Service Corporation Phone: 866-525-4200 State Certificate o e istratio NO.CMC1250643 Certificate of Competency No. Signature Date: 05/10/18 Qu ifier's signature) t (Revised02/24/2014) BMP IN; • • AT R�V�;TI- NAL, INC. FRANK L.BENNARDO,P.E. 7:2 MECHANICAL UNIT STEEL TIE-DOWN CLf;- AF;ADE-*&•FSOOF-TOP MOUNTED APPLICATIONS 5,!?01 • XI��IIN.WEIGy'(, DESIGN NOTES: • TECHANIGL IjNIF• • • • •• THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND THE FLORIDA Z O v a • • IEI•SEPASATE • • • • • BUILDING CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AS Q :ERTFIGTIO.,•TYP. • ••• INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES.THE DESIGN CRITERIA USED TO W �m f • • • • CALCULATE THE ALLOWABLE ROOF-TOP HEIGHTS CONSIDERS ASCE 7-10 SECTION 29.5.1 j LL a O = _ _• T • •••_••• __••• Y- • FOR ROOF TOP HE (H)s60 FT AND SECTION 29.5 FOR ROOF TOP HEIGHTS(H)>60 FT W .. tCENTER OF GRAVITY &SECTION 29.4.1 FOR INSTALLATIONS AT GRADE.(GCA--3.10 WITHIN THE HVHZ, Z ASSUMED TO ACT AT THE w (GC,).—,-1.90 OUTSIDE THE HVHZ,(GCI 1.5 FOR ALL LOCATIONS(CONCURRENT). Ll Pvzz,,,,,,,,,, rrpnt a C7 GEOMETRIC CENTER OF THE j ALL OTHER DESIGN VARIABLES ARE IN ACC6 ANCE WITH ASCE 7-10 CHAPTERS 26&29. U u m LL Z MECHANICAL UNIT.. w tCENTER OF • • SEE DESIGN THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF 7 w w SC*EDUL!IOR ••• •• THE BUILDING.THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A L M 3 z MECHANICAL UNIT MUST BE w V GRAVITY • rET MS • MAXIMUM 30"TALL A/C STAND(CERTIFICATION BY OTHERS)ON TOP OF THE HEIGHTS WW SQUARE OR RECTANGULAR, x ut • •• LISTED IN THE DESIGN SCHEDULES. ;NS DElIGtI• •NO IRREGULAR SHAPES. x z • • • VI o;m • • • RC,EYP. • • i o •• :.. 00 GENERAL NOTES: �o 9 w STEELTIE-DOWN CLIPS. 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH g / \ SEE DETAIL 1/3'&2/3 THE REQUIREMENTS OF THE FLORIDA BUILDING CODE&ASCE 7-10.THIS PRODUCT MAY ` TI 1,2 FOR CLIP INFORMATION, BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 3 TYP. 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS p, SYSTEM. V ry 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST .e. REPORTS;,TEL 01970387A.#TEL 01970387B BY TESTING EVALUATION LABORATORIES, Z 4 INC..NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE 1==1 I' 3"MAX 3"M PERMITTED. U TMP. _ TMP• 4. MAXIMUM&MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL J 3 O CONFORM TO SPECIFICATIONS STATED HEREIN.ALL MECHANICAL SPECIFICATIONS HOST STRUCTURE DESIGN (CLEAR SPACE,TONNAGE,ETC.)SHALL BE AS PER MANUFACTURER RECOMMENDATIONS Z O n m a BY OTHERS.SEE DESIGN AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 2 ,o a SCHEDULES FOR 5. FASTENERS TO BE #12 X-Y"OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE. O r` TAPCONS REFERRED TO HEREIN SHALL BE TIW BUILDER BRAND,CARBON STEEL ONLY, U ALLOWABLE SUBSTRATES Oi n w G J 3"MAX tA�t��O INSTALLED TO 3000 PSI MIN CONCRETE.SEE ANCHOR SCHEDULE FOR ANCHORREQUI O 3"MAX TMR' tN�N�C'NZC To PREVENT ELECTR ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION Z m n (~ ' TMP `���0 6 ALL STEEL MEMBERS SHALL BE PRO BTECTED AGAINST CORROSION WITH ANOAPPPRO ED Luo d p MECHANICAL UNIT N COAT OF PAINT,ENAMEL OR OTHER APPROVED PROTECTION.G90-RATED COATING 1 TIE-DOWN ISOMETRIC REQUIRED FOR ALL COASTAL INSTALLATIONS. ~ v G g g TYPE OF CLIP AND NUMBER OF CLIPS 7. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION.AS A MINIMUM, Z a E 1"=1'-0' ISOMETRIC ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4'MIN.THICK AND SHALL HAVE x PER CORNER WILL VARY PER HN CONNECTION TYPES Cl-C4 ON SHEET 2 MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI,UNLESS NOTED OTHERWISE. d f w 8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR �C MATERIALS TO PREVENT ELECTROLYSIS. m G TIE-DOWN CLIP DIRECTIVE EXAMPLE 9. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY OTHERS. (� 10.THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS um. (THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF-TOP INSTALLATION HEIGHT,M,FOR ANY GIVEN SHALL 8E VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN.SEE SHEETS 4-5 FOR DESIGN SCHEDULES.) THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL . gp CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. MECHANICAL UNIT CRITERIA: Il.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR c gd6633 CONSIDER THE INSTALLATION OF(1)MECHANICAL UNIT WITH THE FOLLOWING CRITERIA- A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED �rgbgS Vult=170 MPH,IXPOSURE'B' HEREIN,A SITE. ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE 48'TALLx 48"DEEP x 48"WIDE,100 LB(WEIGHT AS VERIFIED BY OTHERS) SPECIFIC DOCUMENTS FOR USE IN CONIUNCTION WITH THIS DOCUMENT. INSTALLED TO 3000 PSI MIN CONCRETE WITH(1)-2'CLIP AT EACH CORNER OF UNIT(TOTAL OF(4)CLIPS) 12.WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY m z I€ OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL ENSURE THAT ANY REMOVED 3 ' PROCEDURE: OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND _ INSTALLATION OF STRUCTURE PROPOSED HEREIN.THIS ENGINEER SHALL NOT BE € PROCEDURE STEP RESULT RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS @ A 1 DETERMINE THE CONNECTION TYPE BASED ON THE DIAGRAMS ON SHEET 2 CONNECTION TYPE 3 WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING r CONTRACTOR. IND THIS INSTALLATION IS INTENDED FOR A VuR=170 MPH,EXPOSURE'B'.THIS DESIGN 13.FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Vul 2 DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE [Wg g® CRITERIA CORRESPONDS TO TABLE 5 SPEEDS USED IN THIS APPROVAL,SEE SECTION 26.7.3 OF ASCE 7-10. 3 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED 48"x48"=16FT• hpi I`P THIS UNIT HEIGHT OF 48"IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 48'. COPiFJWFR LBD#tM0PE 4 CHECK MAXIMUM UNIT HEIGHT RESTRICTION NOTE:THIS PRODUCT APPRO VAL ALLOWS THE UNIT TO BE INSTALLED ON TOP OP ANA/C STAND TNAT IS A MAXIMUM 30"TALL IF AN A/C STAND IS UTILIZED, 15-2378 CHECK TO SEE THAT THE STAND DOES NOT EXCEED 30-IN HEIGHTSCALE: N.T.B. 5 CHECK MINIMUM UNIT WIDTH RESTRICTION UNIT WIDTH IS 48'WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF 24" PAO[DESCgIPTION: THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 FT. 6 DETERMINE THE ALLOWABLE ROOF-TOP HEIGHT OF THE INSTALLATION ADDITIONALLY,THIS UNIT MAY BE INSTALLED ON ROOF-TOP HEIGHTS GREATER ti THAN 60FT AND LESS THAN 100 FT.SEE(")ON TABLE 5 FOR THE NUMERICAL �5 VALUES OF THIS DESIGN EXAMPLE wee 0 .', ee Be ' • ••• FRANK L BENNARDO,P.E. • • • • : :0.0:•••• • 549 • • ; • • • • •"'jANCHOR SCHEDULE: :087!!!� � ••• 1"CLIPS 2"CLIPS SUBSTRATE DESCRIPTION SUBSTRATE DESCRIPTION l7 0 iD l7 '• •• • • ��• • (1)-5/16"0 CARBON STEEL (i)-5/16'0 CARBON STEEL p a j a j z w N • •• • • • • • ••\ • ITW BUILDEX TAPCON, ITW BUILDEX TAPCON, ®n < w a w j • • • •• •• • • • CONCRETE: 23:"FULL EMBED TO CONCRETE: 23:'FULL EMBED TO Q(+J #nmf f i • • • • • • • �• • (4'THICK MIN, CONCRETE,3Ys'MIN. (4"THICK MIN, CONCRETE,336'MIN. W W LL-�O U x f..8+ • • •:' • • 3000 PSI MIN.) EDGE DISTANCE,336"MIN. 3000 PSI MIN.) EDGE DISTANCE,3%-MIN. W 00 O LL __ N _ H U_ _ ••• ••• -j• •- '- SPACING TO ANY- - -SPACING TO ANY W z Y N ADJACENT ANCHOR. ADJACENT ANCHOR. /Z/�T Q j VW:i R = U a a w O, = W Z i m W •• • • • (1)-#14 SAE GRADE 5 (2)-#14 SAE GRADE 5 ^ `Y • • • • ••• •• ALUMINUM: SHEET METAL SCREW TO ALUMINUM: SHEET METAL SCREWS TO W W • • • • (0.125'MIN. (0.125'MIN. • ••• • ALUMINUM,PROVIDE(5) ALUMINUM,PRONDE(5) e 3"MAX • • • • • •• • THICK,6061-T6 PITCHES IN.PAST THICK,6061-T6 PITCHES MIN.PAST • • • • • MIN.ALUMINUM) MIN.ALUMINUM) 1"CLIPS TYR • • • • • • 1 jCUP$ THREAD PLANE THREAD PLANE 0 3"M •-\ • • • • ••• • 3"MA a P. \ P. r 8 STEEL: (1)-#14 SAE GRADE5 STEEL: (2)-#14 SAE GRADE 5 O (0.125'MIN. SHEET METAL SCREW TO (0.125'MIN. SHEET METAL SCREWS TO THICK,33 KSI STEEL,PROVIDE(5) THICK,33 KSI STEEL,PROVIDE(5) 3"MJTN 3„M MIN.STEEL) PITCHES MIN.PAST MIN.STEEL) PITCHES MIN.PAST ry nP. N4" MA TYP 1�'J� THREAD P ANE THREAD PLANE �1e z a w Z E 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE. V 8 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. J z > 3. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. Q v 3 O CONNECTION TYPE C1CONNECTION TYPE C2 z o $ g C1 1"CLIP-UTILIZE(1)AT EACH CORNER FOR A TOTAL OF(4)PER UNIT CZ 6 a 1'CLIP-UTILIZE(2)AT EACH CORNER FOR A TOTAL OF(8)PER UNIT O z r! � KCN� w O Q t;m n \\\ z�a2n z \ \ UNIT WIDTH o a S ry 6"MAX. 6"MAX e z z R z u�in kin„ \\ CLIP OFFSET CLIP OFFSET z G a p 0 0 w� z w n CUP PAIR SPACING H = 0 =DJ V O I. N f L7 N •{-- CUP CLIP MECHANICAL co UNIT PER _ = SPACINGSEPARATE CERTIFICATION E ep- 3"MAX F 2"CLIPS 3"MAX TYR 2"CUPS nP 3 UTILIZE(4)CLIPS EA SIDE TYP. OF UNIT FOR A TOTAL OF vmi y (8)PER UNIT _ 4 3M �N pJ ' 3"M E ��N 3'MAX TYP. �'N�tN �! i . P. COPYAK�R FI AN(L BBEUADO PF. CONNECTION TYPE C3 s ALTERNATE 8 CLIP DETAIL 15-2378 n CONNECTION TYPE C4 O SCALE: N.T.S. C3 2"CUPS-UTILIZE(1)AT EACH CORNER FOR A TOTAL OF(4)PER UNIT N.T.S. PLAN VIEW PAGE DESCRIPTION: 2'CUPS-lfTlUZE(2)AT EACH CORNER FOR A TOTAL OF(8)PER UNIT 3 THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC a PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE(2) U CLIPS AT EACH CORNER FOR A TOTAL Of(8)CUPS PER ^ rgQ NIT. S8 I 00 00 0• ••• • • • ••• :-.N V.E*FOR ANY CLIPLONGER THAN 10"0.19" UTILIZE(5)-#12 SAE •�YECyNICAL ITS kl ERSALUMINUMC/ O� TYP. GRADE 5 SHEET • ••• • •HOSING U ITSHH{{ BE 6063-T6 MIN. 7 METAL SCREWS,TYP. ALUMINUM SH ET ty=30K51,0.125" MIN.THICKNESS,STEEL HOUSING UNITS (3)-#12 SAE GRADE 5 SHEET 0.068"THICK SHALL BE ASTM A653 Fy=33KSI MIN. METAL SCREWS FOR CLIPS UP TO rrpnt ASTM A283 0 • ••• STEEL,GRADE 33,22GA MIN.(t=0.0299"). 5"LONG.UTILIZE(5)-#12 SHEET U e N o STEEL,TYP. 0 • • • •• • • • METAL SCREWS FOR CLIPS Z o v a 0 O d V • • •• • • • • •• • • LONGER THAN 5".PROVIDE(5) w o c i • • • •• •• • • • PITCHES MIN.PAST THREAD PLANE (3)-#12 SAE GRADE 5 ., O • • • • • • • •0A8"THICK ASTM FOR EACH SMS,TYP. W EVn, w LL^ e m SHEET METAL SCREWS_ o __ _ T_ _ •__ •_ •••_••• ••• A183 STEEL CLIP,TYP. _ W W Z a p FOR CLIPS UP TO 5" ,"'., 0 • ANCHOR PER - T — - Z w v 0 BASE OF UNIT SHALL � >U LL w LONG.UTILIZE 5)-#12 / ANCHOR ���1t1 f1 SHEET METAL SCREWS 0 BE FLUSH WITH BASE SCHEDULE U�l a w o Z FOR CLIPS LONGER OF CLIP, TE SPACE Z X $m w THAN 5",TYP. ® ••• • • • •• ••• •0 ERMITTED,TYP. W 1„ ti 4 3 m "0 HOLE,WITH 0 • • • • • • • W iy Sri 3 ANCHOR FROM 1" • ••• • • • • •• • ,SUBSTRATE PER63 i ^3 CLIP ANCHOR • • • • • •• • • ANCHOR w rn 0.75" SCHEDULE,TYP. • • • • • • • • • SCHEDULE w (OTHER •• • • • • • ••• ••• (VARIES) O DIMENSIONS I36.0.375" 00" SIMILAR) 1" TIE-DOWN CLIP ., 3 ANCHOR DETAIL Lj p 1 1" CLIP ISOMETRIC DETAIL g 3"=r-0" DETAIL z N 3 N.T.S. ISOMETRIC CLIP IS DESIGNED FOR FULL H U LL CONTACT WITH THE BASE OF EACH J Z j MECHANICAL UNIT,TYP. 3 O h Z O a 3 0.125" QGmN In a0' a MECHANICAL UNIT BY OTHERS.ALUMINUM .^. HOUSING UNITS SHALL BE 6063-T6 MIN. W o a i D ry ALUMINUM SHEET WITH Fty=30 KSI,0.125" 0.072"OR MIN.THICKNESS,STEEL HOUSING UNITS (3)-#12 SAE GRADE 5 SHEET Z z0 0.113"THICK SHALL BE ASTM A653 Fy=33KSI MIN. METAL SCREWS FOR CLIPS 4" zIc ASTM A283 f STEEL,GRADE 33,22GA MIN.(t=0.0299"). LONG.UTILIZE(4)-#12 SHEET y METAL SCREWS FOR CLIPS Q" STEEL,TYP. /y� � (3)-#12 SAE GRADE 5 LONGER THAN 4",PROVIDE(5) F �I(IJI( SHEET METAL SCREWS PITCHES MIN.PAST THREAD PLANE F o FOR CUPS 4"LONG. 0.072"OR 0.113" FOR EACH SMS,TYP. m U u UTILIZE(4)-#12 SHEET THICK ASTM A283 METAL SCREWS FOR STEEL CLIP,TYP. CUPS LONGER THAN 4% BASE OF UNIT SHALL (1)OR(2)ANCHORS ■ S TVP. BE FLUSH WITH BASE 3 8�PER ANCHOR OF CUP,NO SPACE SCHEDULE PERMITTED,TYP. m tggqB6$ Y"O HOLES,NOT TO u € g BE USED FOR SUBSTRATE PER f7 = ANCHORS,TYP. ANCHOR `�' !I SCHEDULE — l (VARIES) 5qq5E .37". 0.75" .Op" 2" TIE-DOWN CLIP a NCHOR DETAIL s 0.50" � �' e Sp, 0.50" DETAIL CGPYNGRTFn LnENNARDOPE. FACTORY MILLED WO HOLES; X0CUP IS Sp, 0 CO TACT DESIGITH E BASE OF EACH NED FOR FULL 152378 UTILIZE(1)OR(2)ANCHORS tid MECHANICAL UN1T,TYP. SCALE: N.T.s. FROM 2"CUP ANCHOR PAGE DESCRIPTION: SCHEDULE,TYP. 2 2" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC *06 FRANK L BENNARDO,V.E. •• • s � • • ••• •• •• I9 • • TABLE 1:Vult=175 MPH,EXPOSURE C 0 •*• •0 T4BLP;2 : Vult=175 MPH,EXPOSURE D 08/25/201 (FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE-) (FOIRISMOTRA RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE-) ALLOWABLE ROOF-TOP HEIGHT(H) ALLOWABLE ROOF-TOP HEIGHT(H) l,J TIE-DOWN CONFIGURATION TYPE • • S•• • • • TIE-DOWN CONFIGURATION TYPE Z Wa a MAXIMUM • • •• • • • • • • •LAXR•UM• ry"® #a y g SURFACEAREA OF UNIT UNIT CI C2 C3 C4 • • • •• •• SURFACE AR•A OF UNIT UNIT IY(� m SA E i ' UNITS LARGEST HEIGHT WIDTH • • • • • U%IT'S LARGE•T HEIGHT WIDTH Cl C2 C3 C4 W�•( W „O m FACE • _ ••• _••• • FALL • - W�WJ >LLq V Li 6 FT' 24"MAX 12"MIN N/A AT GRADE- AT GRADE H 5 200 FT 6 FT' 24"MAX 12"MIN N/A AT GRADE AT GRADE H 5 200 FT Z Q j U w n 'R 9 FT' 32"MAX 15'MIN N/A AT GRADE ATGRADE H 5 60 FT 9 FT' 32"MAX 15"MIN N/A AT GRADE N/A H 5 30 FT Q a w U 15 4Ff' ATGRADE H5200 FT H530 FT H5200 FT 4FT' ATGRADE H5200 FT ATGRADE H5200 FT Zk �m`$wp 6FT' ATGRADE H540 FT ATGRADE H5200 FT ••• : : •!• •• • • N/A H515 FT ATGRADE H5200 FT WW 9 FT' 48"MAX 24"MIN N/A AT GRADE ATGRADE H 5160 FT • ••• • • • • • •9 FT' 48"MAX 24"MIN N/A AT GRADE ATGRADE H 5 80 FT 12 FN N/A AT GRADE AT GRADE H 540 FT • • • • • ••• •• � N/A AT GRADE N/A AT GRADE NAY 16 FT' N/A AT GRADE N/A AT GRADE • • • • • • • • 16 N/A AT GRADE N/A AT GRADE 20 FT' N/A AT GRADE N/A AT GRADE •• • • • • • ••• •b FT' N/A AT GRADE N/A AT GRADE 25 FT' N/A AT GRADE N/A ATGRADE 25 FT' N/A N/A N/A AT GRADE 60"MAX 48"MIN 60"MAX 48"MIN EE 30 FT' N/A N/A N/A AT GRADE 30 FT' N/A N/A N/A ATGRADE 36 FT' N/A N/A N/A AT GRADE 36 FT' N/A N/A N/A AT GRADE *THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND 'THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND U '� E MIAMI-DADE COUNTIES.CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY MIAMI-DADE COUNTIES.CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. F�y U Q zam� 8 TABLE 3 : Vult=170 MPH,EXPOSURE C TABLE 4 :Vult=170 MPH,EXPOSURE D rOr z LL F (FOR USE WITH A RISK CATEGORY II STRUCTURE-) (FOR USE WITH A RISK CATEGORY II STRUCTURE-) Q m n G d Z 12 N ALLOWABLE ROOF-TOP HEIGHT(H) ALLOWABLE ROOF-TOP HEIGHT JH) W Z ti TIE-DOWN CONFIGURATION TYPE TIE-DOWN CONFIGURATION TYPE Lu o ru= a ry Ll g, SUMAXIMUM RFACE AREA OF UNIT UNIT Cl C2 C3 C4 SURMAXIMUM FACE AREA OF UNIT UNIT Cl C2 C3 C4 z v n a O UNR'S LARGEST HEIGHT WIDTH UNIT'S LARGEST HEIGHT WIDTH &, FACE FACE d U p `Y AT GRADE � G' 6 FT' 24"MAX 12"MIN N/A H 5 200 FT AT GRADE H 5 200 FT 6 FT' 24"MAX 12"MIN N/A H 5 200 FT 60 FT<H<80 FT H 5 200 FT x 60 FT<H 5160 FT m 9 FT' 32"MAX 15"MIN N/A H 515 FT AT GRADE H 5 200 FT 9 FT' 32"MAX 15"MIN N/A AT GRADE N/A H 5 200 FT LL 60 FT<H 5 200 FT 60 FT<H 5 200 FT 4FT' AT GRADE H5200 FT H5200 FT H52DO FT 4FT' AT GRADE 60 FT<H 5200 FT H5200 FT H5200 FT H5200 FT 60 FT<H5100 FT H 940 FT t 6FT' ATGRADE H5200 FT H5200 FT 6FT' N/A H5200 FT H515 FT H5200 FT immy- 4a 60 FT<H 5200 F7 60 FT<H 5200 FT H 515 FT 9 FT' 48"MAX 24"MIN N/A H 5 200 FT 60 FT HGRADE 80 FT H 5 200 FT 9 FT' 48"MAX 24"MIN N/A 60 FT<H 5 200 FT AT GRADE H 5 200 FT m y AT GRADE �m D rc 12 FT' N/A N/A H 5 200 FT 12 FT' N/A AT GRADE N/A H 5 200 FT hill 6ll 60 FT<H 5200 FT 60 FT<H5120FT 16 FT' N/A AT GRADE N/A H 5 200 FT 16 FT' N/A N/A N/A $¢ H540 FT R Z 60 FT<H5200 FT = 20 FT' N/A ATGRADE N/A H 5 200 FT 20 FT' N/A ATGRADE N/A H s 40 FT £ � 60 FT<H5200FT 25 FT' N/A N/A N/A H530 FT 25 FT' N/A N/A N/A AT GRADE C�+rtFR"LBENNNWPE 6oFr<HszooFT, 6o FT<HA200FT 15-2378 _ - 60"MAX 48"MIN AT GRADE 60"MAX 48"MIN ATG SGLE: N.T.S. 30 FT' N/A N/A N/A <H ADE fT 30 FT' N/A N/A N/A 60 A<H 5100 FT PAGE oEJicR N.T.S. : 36 FT' N/A N/A N/A AT GRADE 36FT' N/A N/A N/A AT GRADE e �5 'AS AN EXAMPLE,THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY.CHECK WITH LOCAL 'AS AN EXAMPLE,THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY.CHECK WITH LOCAL " AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. a / • FRANK L.BENNARDO,P.E. TABLE 5 :vult=lao MPH,EXPOSURE B ••• ••• :• •• BLE 6 :Vult=140 MPH,EXPOSURE C 6549 • • • • • • • (WR UA RISK CATEGORY 11 STRUCTURE-) ; (FOR USE WITH A RISK CATEGORY II STRUCTURE-) ••• • • .. , ALLOWABLE ROOF-TOP HEIGHT(H) ••• ALLOWABLE ROOF-TOP HEIGHT(H) 0//_51201TIE-DOWN CONFIGURATION TYPE TIE-DOWN CONFIGURATION TYPE MAXIMUM MAXIMUM SURFACE AREA OF UNIT UNIT SURFACE AREA OF UNIT UNIT C2 C3 UNWS LARGEST HEIGHT WIDTH CS CZ C3 Co • • • UNITS LARGEST HEIGHT WIDTH CS n m 0 FACE • • • • • ••• • • FACE Z o v • • •• rc® *,m i z 6 FT2 24'MAX 12"MIN H 5 15 1 H 5 200 FT H 5 200 FT H;200 FT • • •• • • • 6 FT2 24"MAX 12"MIN AT GRADE H 5 2D0 FT H 5 200 FT H 5 200 FT 11(n M f - 60 FT<H 5 120 FT • • • • • • • w • • • • • w u �.O 9 FT2 32"MAX 15"--MIN AT GRADE H<200 FT H<200 FT H 5 200 FT • ••• ••• ••• H 5 15 FT Z u • 9FT' 32"MAX 15"MIN N/A H5200 FT- 60 FT<!5H 5200 FT H<200 FT -7W w= X ' /Lrz >aLL w:w 4 FT' H 5 200 FT H 5 200 FT H 5 200 FT H:5 200 FT 4 FT' H S 200 FT H 5 200 FT H 5 200 FT H 5 200 FT Z X c m w p 2 • _ L Mpg 6FT' 60 FT<40 FT FT H5200 F7 H5200 FT H520S: ••• ••• ••• • • •• 6FT2 60 FTc HAT �5180 FT H5200 FT H5200 FT H5200 FT wW 3w�;°m 9 FT' 48'MAX 24"MIN 60 AT GRADE FT 0 80 H 5 200 FT H 5 200 FT H:1200 FT • • • • ••• • 9 FT2 48'MAX 24"MIN AT GRADE H 5 200 FT 60 FT< 20H 40 FT0 FT H 5 200 FT W�- 12 FT' AT GRADE H 5 200 FT 60 FT<H 5 200 FT FT H 5 200 FT • • ••• •• 12 FT' N/A H 5 200 FT 60 FT<ATGRAFT DE H 5 200 FT < D * 16 FT2 N/A H 5 200 FT H 40 515 FT H 5 200 FT 16 Ff2 N/A H 515 FT AT GRADE H 5 200 FT 60 FT<HS 100 FT 60 FT<H 5200 FT H 515 FT H 5 30 FT V 20 FT' N/A H 5H FT H 5 200 FT 20 FT' N/A AT GRADE H!5 20D FT 60 FT<H 5180 FT 60 FT<H 5200 FT Z i J 25 FT' N/qH 5 40 FT AT GRADE H&200 FT 25 FT2 N/A AT GRADE AT GRADE H 5 200 FT H U LL 60 FT<H 5200 FT 60 FT<H 580 FT 60 FT<H5140 FT Q 60"MAX 48"MIN 60"MAX 48'MIN J= 3 > 30 FT2 N/A 60 FT<H5 60 FT AT GRADE H 5 200 FT 30 FT2 N/A AT GRADE N/A H 5 200 FT Z o M 00 i 36 FT2 N/A AT GRADE AT GRADE H 5 200 FT 36 FT' N/A AT GRADE N/A H 5 30 FT O ^ G { 60 FT<H 580 FT 60 FT<H 5200 FT F �'a' fin'vni w -0 a TABLE 7 :Vult=140 MPH,EXPOSURE D w - (FOR USE WITH A RISK CATEGORY II STRUCTURE-) � aG Z ALLOWABLE ROOF-TOP HEIGHT(H) z = 0 TIE-DOWN CONFIGURATION TYPE w W 7 MAXIMUM d F SURFACE AREA OF UNIT UNIT UNITS LARGEST HEIGHT WIDTH Cl C2 C3 C4 m u FACE D H530 FT 6 FT' 24"MAX 12"MIN N/A H 5 200 FT H 5 200 FT , 60 FT<H 5200 FT s E 9 FT2 32"MAX 15"MIN N/A H<200 FT 60 FT<H�140 FT H 5 200 FT 6 a9Fm e$ 4 FP 60 H 5 4 40 2 FT H 5 200 FT H 1200 FT .5 200 FT N U 3 FT!' 0 FT AT GRADE y 6FT !k 60 FT<H5100 FT H5200 FT H5200 FT H5200 FT _ 'fill i 65 9 FT' 48"MAX 24"MIN N/A H 5 200 FT H 5 200 FT 60 H515 FT FT<H 5200 FT 12 FT' N/A H 5 40 FT AT GRADE H 5 200 FT gp 60 FT<H5200 FT 60 FT<H 580 FT _ 9 z °e 16 FT' N/A AT GRADE N/A H 5 200 FT 60 FT<H 5 200 FT C0PYPof11f FRNd(L BFMlgR00PE. AT GRADE 15-2378 20 FT' N/A 60FT<H 5200 FT AT GRADE H5200 FT SCALE: NIS. AT GRADE PAGE DESCRIPTION: 25 FT' N/A 60 FT<H!5 80 FT N/A H 5 200 FT � 60"MAX 48"MIN a 30 FT' N/A N/A N/A H 5 40 FT •AS AN EXAMPLE,THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN60 FT<H5 2D0 FT BREVARD COUNTY.CHECK WITH LOCALAUTHORITY HAVING JURISDICTION 36 FT' N/A N/A N/A AT GRADE FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. 60 FT<H 5 200 FT Miami Shores Villa e �� - 1 g AY 2 2 8 c�,. . Building Department BY: _ _ �u 10050 N.E.26d Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201-7 -fin 2 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING Q MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 140 NE 95th St City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-013-2850 Is the Building Historically Designated:Yes .NO ,Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Mary T. Newman • Phone#: Address:140 NE 95th St Miami Shores FL 33138' I City: State: Zip: a i Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Hill York Service Corporation Phone#: 866-525-4200 Address: 2125 S Andrews Ave City: Fort Lauderdale State: FL Zip: 33316 Qualifier Name: Michael Senecal Phone#: State Certification or Registration#: 'CMC 1250643 Certificate of Competency#: DESIGNER:Architect/Engineer: ' - Phone#: 3 i Address: City: State: Zip: Value of Work for this Permit:$9745.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Exact unit change out, 3 Ton •y w � s ,ir �y f t�i43ir ._ __. _ •, . 1 :l ry�v1�j f r �! .-...� , Specify color of color thru We S S � Submittal Fee$�PO i d�J Permit Fee$ baCCF$ CO/CC$ 1 i Scanning Fee$ Radon Fee$ ( DBPR$ 2 Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ i Structural Reviews$ • Bond$ /— TOTAL FEE NOW DUE$ (Revised02/24/2014) I 1 r , Bonding Company's Name(if applicable) , 'y Bonding Company's Address City State Zip Mortgage-Lender's Name(if applicable) Mortgage Lender's Address City C Q1 1 o �! 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 !_V, OWNER or AGENT CONTRACTOR The foregoing instrument was ac nowledged before this The for going ins ume as acknowledged befor this ay of MW 20- by day of by who is personally known to who is a ly known to me or who has produced /, as 0 'Pf s produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: t Sign-' ✓ Sign: Print: i Print: Seal: ' ''��PVPUR4' MMISSI0NNFFOW04 ....... p(ptRES:June 27.2121 5 Seal: T*; �, COMMISSION A FF 986704 Thru Nc uq Public Unftm tern D�IRES:June 27,2020 BOeded Fos ey�p' BMW Thru NotWy Public Ur4er*ftm 1 d APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r 1 AcoR CERTIFICATE OF LIABILITY INSURANCE DATE5/7/2 D/YYVY) �►''� 5/7/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER:THIS I 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 policy(les) must be endorsed. If SUBROGATION IS WAIVED, 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 Icertificate holder in lieu of such endorsement(s). PRODUCER CONTACT Keyes Coverage Insurance PHONE Kristin Purcell IF 5900 Hiatus Road •954-724-7000 c No): Tamarac FL 33321 ADE-MADRIL ESS: kpurceil@keyescoverage.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:National Trust Insurance Co. 20141 INSURED 12653 INSURER B:FCCI Ins.Company 10178 Hill York Service Corporation 501A Interstate Court INSURER c:Federal Ins.Co. 20281 ] Sarasota FL 34240 INSURER D: INSURER E: INSURER F, COVERAGES CERTIFICATE NUMBER:2066879470 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 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. { INSR ADDL SUER POLICY EFF POLICY EXP 1 LTR TYPE OF INSURANCEiKiqn wviL POLICY NUMBER MM DDNYYY) (MM/DDnrYM LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y GL 0013212-07 4/1/2018 4/1/2019 EACH OCCURRENCE $1,000,000 I CLAIMS-MADE Fx_1 OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $300,000 I X Contractual Liab MED EXP(Any one person) $10,000 X $10,000 PD Ded PERSONAL&ADV INJURY -$1,000,000 f GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY PRO- JECT F—] LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: Emp Ben Liab $1,000,000 " A AUTOMOBILE LIABILITY Y Y CA10001221902 4/1/2018 4/1/2019 COMBINED SINGLE LIMIT $ Ea accident 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ PROPERTY l X HIRED AUTOS X AUUTOSWNED Perry cdentDAMAGE $ ]] X WOS by X Endorsement $ A, X UMBRELLA LIAB X OCCUR Y Y LIMB 0013997 7 4/1/2018 4/1/2019 EACH OCCURRENCE $10,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $10,000,000 DED I X I RETENTION$ $ B WORKERS COMPENSATION Y 001-VJC18A-72278 4/1/2018 4/1/2019 X PER OTH- AND EMPLOYERS'LIABILITY Y/N I STATUTE -ER I ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $1,000,000 I OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 C Crime - 8225-6687 4/1/2018 4/1/2019 Employee Theft $1,000,000 Premises/Transit $1,000,000 v Deductible $10,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) PROFESSIONAL LIABILITY-CONTRACTOR'S POLLUTION LIABILITY-Policy#:CM002335-01-2018,CARRIER D:Axis Professional Insurance,Eff 4/1/2018-4/1/2019/Limits:$2,000,000 Aggregate;$2,000,000 Each Claim;Deductible:$50,000. Mechanical Contractor: Michael Senecal/CMC1250643. t � 1 I CERTIFICATE HOLDER CANCELLATION 30 Das Notice/10 Days for Non-Pa SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N.E. 2nd Avenue Miami Shores FL 11111 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Property Search Application - Miami-Dade County Page 1 of 1 { OFFIC"OF "HE PROPPERT"'Yff APPRAISER Summary Report ort Generated On:5/22/2018 Property Information Folio: 11-3206-013-2850 Property Address: 140 NE 95 STy Miami Shores,FL 33138-2709 Owner MARY T NEWMAN 140 NE 95 ST Mailing Address MIAMI SHORES,FL 33138-2709 -� PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0802 MULTIFAMILY 2-9 UNITS:2 LIVING UNITS s Beds/Baths/Half 3/3/1 Floors 1 Living Units 2 -_ Actual Area 3,520 Sq.Ft Living Area 2,459 Sq.Ft ti� - Adjusted Area 3,014 Sq.Ft Taxable Value Information Lot Size 19,350 Sq.Ft 2017 1 2016 2015 Year Built 1938 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value 1 $190,770 $185,818 $184,179 Land Value $483,094 $483,094 /$367,999 School Board Building Value $172,289 $172,289 $172,289 Exemption Value $25,000 $25,000 $25,000 XF Value $2,553 $2,599 $2,454 Taxable Value $215,770 $210,818 $209,179 Market Value $657,936 $657,982 $542,742 city Assessed Value $240,770 $235,818 $234,179 Exemption Value $50,000 $50,000 $50,000 Taxable Value $190,770 $185,8181 $184,179 Benefits Information Regional P Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 l Save Our Homes Assessment Taxable Value _ $190,770 $185,818 $184,179 Cap Reduction $417,166 $422,164 $308,563 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000 $25,000 $25,000 02/01/1972 $54,000 00000-00000 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). r Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 10 TO 12 INC BLK 21 LOT SIZE 150.000 X 129 7412-237228 I The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser- f and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp { t Version: { https://www.miamidade.gov/propertysearch/ 5/22/2018 r 1 r Air Conditioning Se Vicet 2125 S.Andrews Avenue Fort Lauderdale,FL 33316' & Energy Solutions P:954.52519121 F:954.525.2973' r, r. wwwAillyork.corri r Project Proposal Customer Name: Job Name: t Mrs. Mary Newman (Residence) Replace package AC unit, 3 ton,Trane Customer Address: Job Address: j 140 NE 95th Street same 4 City,State,Zip: Phone Number: City,State,Zip: Phone Number: Miami Shores, FL 33138 305-754-9345 SCOPE OF WORK: Hill York is pleased to present this proposal for the replacement of one packaged air conditioning system at the above"referenced residence.The proposed scope of work consists of the following: 1. All work is to be performed by Hill York personnel during weekday business hours; 2. Secure permits,as required; 3. Fabricate and install one replacement stand,galvanized steel and rust inhibitor treated,with overhead hood;secure stand to existing foundations; 4. Disconnect,remove and dispose of existing package unit and corroded stand; 5. Furnish and install one replacement packaged air conditioning unit,Trane model 4WHC4036A1000B,with heater BAYHTRC109A,,connect to existing electrical,ductwork,and thermostat; 6. Start up of equipment and verify all sequences of operation; 7. Attend and complete final inspection by permitting authority,if required. EXCLUSIONS:dry wall touch up and painting; building code upgrades that may be required,structural, roofing,electrical upgrades, bonding,patch/plaster/painting, plumbing,general contracting services,or any item/services not expressly mentioned above. WARRANTY:Manufacturer provides a standard five year parts and five year compressor(s)warranty for residential use. Hill York Service Corporation will provide(1)year labor warranty on all workmanship inclusive of this contract and does not apply to any other part of the system. We propose to furnish material and labor required in accordance with the above specifications for: $9,745.00 • Payment terms to be made as follows:50%Deposit with balance due at completion goo"o Acceptance of Proposal: The above price and specifications Hill York Authorized Representative: are satisfactory and hereby accepted. You are authorized to Lionel Ortiz do the work as specified. Payment will be made as outlined 1 above. 866-525-4200 ext. 2212 , Signature/ ��,u,stir, lortiz@hillyork.com } o Date 5/9/2018 j Date: o7Dxy NOTE:This proposal may be withdrawn by us if not accepted within 30 days. General Conditions:I have authority to order the work as outlined above.It is agreed that the seller will retain title to any equipment or materials that may be i furnished until final payment is made.In case the total charges are collected by suit or upon demand of an attorney,the purchaser hereby agrees to pay reasonable attorney's fees for the making of such collection. All matters are guaranteed to be as specified. All work to be completed in a skillful manner according to standard practices.Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders,and will become an extra charge over and above the estimate.All agreements contingent upon strikes,accidents,or delays beyond the control of Our Company.Owner is to carry necessary insurance.Our Company workers are fully covered by Workman's Compensation Insurance. _ 4 f ) t I State License#CACO29360