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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE``INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit NumLeEIVED Building Permit ApplicationJUN .5 2019 Planning and Development Services ting De artment Buildingand Code Regulation Divisionucie Count2300 Vir inia Avenue,Fort Pierce FL 34982 y, FL Phone: (772)462-1553 Fax: (772)462-1578 Commercial PERMIT APPLICATION FOR: Mechanical 'P!ROPOSED=I'M.P'ROVEM'ENT'LOCAT10'N: Address: 5 SE JASMINE LANE, PORT ST LUCIE, 34952 Legal Description: Property Tax ID#:. - 7 -2000-9 �b q S-f 1— 17D I-f2) D- Lot No. Site Plan Name: Block No. Project Name: JANS Setbacks Front Back: Right Side: Left Side: KW 10 TON 3.5 SEER 14.50 CrONSTR?105CT N 1.N,FOR,MATION: Additionalwork toe nertormed under tis permit-c-check a appy: 11HVAC Gas Tank E]Gas Piping _Shutters ❑Windows/Doors Electric ❑ Plumbing Sprinklers Generator Roof Roof pitch Total Sq. Ft of Construction: SFt. of First Floor: Cost of Construction:$ 4880.00 Utilities:cn Sewer Septic Building Height: OWN ER/LES',-S CONTRACTOR: Name VICTOR JANS Name: MARK A VINES Address: 5 SE JASMINE LANE ° Company: AZTIL City: PORT ST LUCIE State:FL Address: 2540 S MILITARY TRAIL Zip Code: 34952 Fax: City: WEST PALM BEACH State:FL Phone No. 561-655-7681 Zip Code: 33415 Fax: E-Mail: Phone No. 561-433-2197 Fill in fee simple Title Holder on next page(if different E-Mail: PERMITS@AZTILAC.COM from the Owner listed above) State or County License: CAC049253 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. x'S�UP.PLEMEiNTAL(QNSTRfUCTIO=N LIEN LAW/IiN9F0`RIMIATI;ONI:; 1 , DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: VICTORJANS Name:MARKAVINES Address:5 SE JASMINE LANE,PORT ST LUCIE,34952 Address: 5 SE JASMINE LANE City: PORT ST LUCIE State: City: WEST PALM BEACH State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address:2540 S MILITARY TRAIL Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize thepermit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing k or recording our Notice of Commencement. A Signature of Owner/Lessee/Contractor as Agent for Owner Signature of Contractor/License Ho der STATE OF FLORIDA STATE OF FLORIDA COUNTY OF PALM BEACH COUNTY OF PALMBEACH The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 4 day of JUNE 20_ft by this 4 day of JUNE 2C d by MARK A VINES MARK A VINES Name of person making statement Name of person making statement Personally Known OR Produ d I ification Personally Known OR Produced Identification Type of Identif' Ion Type itification Produced Pr uced IS ure a e of ry PuWAXOtate o op?gym Notary Public State of Florida Commi Ion No. _° John Edv&VAifford Ommissio No. °l`Y B� Notary Publi�a�Dof Florida My Commission GG 147815 ohn EdwaiHord Expires 12117/2021 ., A My Commission GG 147815 of a y�fOf�°Q Expires 12117/2021 R WS FRONT ZONING SUPERISOR P 4 S VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 8/2/17 1 W ENGINEERING FE.; EXPRESS° August 1,2017 Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee,FL 32399 Regarding: FL14239.1 "Steel Tiedown Clips for use with Mechanical Units" BMP International,Inc. 4710 28th Street N St. Petersburg,FL- 33714 To Whom It May Concern: Please be advised that the below-signed engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been or will be prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above-noted product(s). ` B lvM Respectfully, r ,O i qq C AUG - L No PE0046549 1 .' LU Frank L.Bennardo P.E. ;p STATE OF '0``F Frank L.Bennardo,P.E.,Inc:, .A'COR\O?:•' ``� FL PE 0046549 sS/O N AL Cert of Auth#9885 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 = FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM VSIaOJfCCS•N)1)IJi1WOtEq TEDDwM[•£5 IL Y•'DTf.L)Y]TeDNID•...0)1pDID6 ORlOJCCTV.N10.•fOr VfWTn•i»..DVCC.AN)Y DOC BMP INTERNATIONAL, INC. � MECHANICAL UNIT STEEL TIE-DOWN CLIP: AT GRADE & ROOF-TOP MOUNTED APPLICATIONS 12 75LB MIN.WEIGHT, DESIGN NOTES: -'Q Eery � P MECHANICAL UNIT THIS PRODUCT HAS BEEN DEIGNED IN ACCORDANCE WITH ASCE 7.10 AND TH FLORIDA�(T Y,' �� R PER SEPARATE BUILDING CODE 2017(6EDITION)FOR USE WITHIN AND OUTSIDE THE HIGH V(IDQIY" -„FL 1� % CERTIFICATION,TYP. HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DEIGN SCHEDULES.THE DESIN na - �' CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF-TOP HEIGHTS CONSIDERS FBC WWW M 13 ! SECTION 1609.8 FOR MON•HVHZ AND SECTION 1620.6 FOR HVHZ&ASCE 7 SECTION 29.4.1 I �( TCENTER OF GRAVITY \ I FOR INSTALLATIONS AT GRADE(GY'j)t--1.90 WITHIN THE Iti&OUTSIDE THE Ill p . .:tam 8 a HVHZ,(GCT 15 FOR ALL LOCATIONS(CONCURRENT).ALLOTHER DESIGN VARIABLES R --76 S32x 5 ASSUMED TO ACT AT THE ARE IN Al ONCE WITH ASCE 7.10 CHAPTERS 26&29.THE HEIGHTS LISTED IN THE GEOMETRIC CE HTER OF THE I I [q4 �QwzzS R MECHANICAL UNIT C SEE DESIGN DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING.TILS y o m D •CENTER OF ( SCHEDULE FOR PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30'TALL �!� �ry C b m 5 C MECHANICAL UNIT MUST Be I GRAVITY I A/C STAND(CERTIFICATION BY OTHERS)ON TOP OF THE HEIGHTS LISTED IN THE DEIGN W(LI o„T J,•pp $b I SQUARE NO I'RR�GUTAR SHAPES I f Z AREAMAND DESIGN SCHEDULES. us JE L H D O PRESSURE,TYP. N a X W GENERAL NOTES_ e W 3 I W ; STEEL TIE-DOWN CUPS ''C ,g I SEE DETAIL 1/3&2/3 1 NO 33.1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS 1,Z FOR CUP INFORMATION, 2 DESIGM. N IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST a 3 REPORTS'TEL 019707H7A,i713019703H7B BY TESTING EVALUATION LA80RAlORIES, V a `I�\\ PERMITTED.Vi NOSUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE Z w MAXIMUM&MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL 3'MAX MAX CONFORM TO SPECIFICATTONLS STATED HEREIN.ALL MECHANICAL SPECIFICATIONS Ct TP (CLEAR SPACE, TONNAGE,ETC)SHALL BE AS PER MANUFACTURER RECOMMENDATIONS J = > M I AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR Q ^ a o 6 MOST STRUCTURE DESIGN / 4. FASTENERS TO BE*I2 X W OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE nd BY OTHERS.SEE DFSIGNJ TAPCONS RE.M3tRED TO HEREIN SMALL BE Ili BUMDEX BRAND,CARBON STEEL ONLY, O z M INSTAl1FD TO 3000 PSI MIN CONCRETE SEE ANCM00.SCHEDULE FOR ANCHOR (--P E ALIO WABLESUBSTiL1TE5 � �� REQUIREMENTS.ALL FASTENERS SHALL NAVE APPROPRIATE CORROSION PROTECTION I"' LZ 3-MAX TA46 ePCS�'� S. ALL STEEL CLIPS SHALL BE ASTM A283 STEEL(GRADE D)WITH FY-33 HSI OR BETTER TO PREVENT ELECTROLYS Q F m GLUT 3'MAX TYP cA�N GNI ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED Z 6 a2 C _ MECHANICAL UNIT rYP 1.10- REQQLnRRED FOR ALL COASTAL INSTALLATIONSAII[i ENAMEL OR OTHER D PROTECTION.G90 RATED COATING �o 6 s 1 TIE—DOWN ISOMETRIC c. AL.COACRETESMuLBEESI HEREINART OF:KINIS`THIOCAANDDSSN LLH46VeIIM1M 1YPE OF CLAP AND NUMBER OF CLIPS MINIMUM COMPRESSIVE STRENGTH OF 3000 PSG UNLESS NOTED 07HERW ISE O ISOMETRIC PER CORNER WILL VARY PER 7 THE CONTRACTOR LS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMMR F--1 ^ CONNECTION TYPES CI-C4 ON SHEET 2 MATERIALS TO PREVENT ELECTROLYSIS. a x W H. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY OTHERS. C 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS m SHALL BE VERIFIED BY TME ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN TIE-DOWN CLIP DIRECTIVE EXAMPLE THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL n (TME FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE U5ED TO DETERMINE THE MAXIMUM ALLOWABLE ROOFTOP INSTALLATION HEIGHT.H,FOR ANY GIVEN CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. -^ MECHANICARL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN.SEE SHEETS 4-S FOR DESIGN SCHEDULES.) L0. THE SYSTEM DETAILED HEREIN IS GEN13UC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED C i•� r a MECHAiNICAL UNIT CRITERIA, HEREIN.A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE a I- �SPECIFIC DOCUMENTS FOR USe IN CONn7NCTION WITH THIS DOCENT. I 7N5IDE1 ITHE INSTALLATION OF(1)MECHANICAL UNIT WITH THE FOLLOWING CRITERIA- @ ISk Vult-170 MPH,EXPOSURES' 11. WA TER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY 8 q N d q , • 48'TAC_.x 48'DEEP R 48'W IDE,100 LB(WEIGHTAS VERIFIED BY OTHERS) OF THE INSTALLING CONTRACTOR-ME BRAKECONTRIS RE SHALL ENSURETHATANY REMOVED 6 F O C aOR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND ®33 p r G INSTALLED TO 30DO PSI MIN CONCRETE WITH(L)2'CUP AT EACH CORNER OF UNIT(TOTAL OF(4)CLIPS) INSTALLATION OF STRUCTURE PROPOSED HEREIN.THIS ENGINEER SMALL NOT Be C 6 ] YE _ RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS PROCEDURE WATERTIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING I PROCEDURE STEP ..---. RESULT— CONfR11CTOR. : 0 1 DETEILMINE THE CONNECTION TYPE BASED ON TME DI GRAMS ON SHEET 2 CONNC{TION 1YPF 3 12.FORD EXPLANATION EDIN THIS OF ROYAL,EXPOSURE CATEGORIES THAT ACCOMPANY THE Yult WIND 9 >" THIS INSTALLATION IS INTENDED FOR A VUR-170 MPH,EXPOSURE'0'.7M5 DESIGN SPEEDS USED IN THIS APPROVAL.SEE SECTION 26.7.7 OF ASCE 7.10, 4 2 DETER MINE WHICH DESIGN SCHEDULE TABLE TO USE CRITHUA CORRESPONDS TO TABLE 5 g 3 DffPEMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED 48'.48'-16FT' I THIS UNIT HEIGHT OF 48'IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 48' RIRTIQOIRNLLBBINVLV PL a CHEC1CMAxtMUMUNITNpGHTRFSTRICTON NOTFITRESPRODULTAPPROVALALLOWS THE UNITTOBEINSTALLED ONTOP 15-2378 Of AH A/C STAND THAT SA MAXIMUM 30-TALL IFANAICSTAND S LMRSED, CHEcK705LCTHAT7tirS7ANDOOPSNOT@N:lm3D-INHEIGNT HHCJILL TS. ►Aa[D(SOu►RCMI yp� S CHECK MINIMUM UNIT WIDTH RESTRICTION UNIT WIDTH IS 48'WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF 24' ^ 6 DETERIYINE THE ALLOWABLE ROOF-TCP HEIGHTOF THE INSTALLATION THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL 7015 FT SEE(-)ON TABLE 5 FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE a5 c F �BENNARgo.P e ANCHOR SCHEDULE: g 1"CLIPS 2"CLIPS 41 is 1: NU t = SUBSTRATE DESCRIPTION SUBSTRATE DESCRIPTION r�/I,1In,11I,. (1}5/16'0 CARBON STEEL (1)-5/16'0 CARBON G-R'i EpF"•�((/w j o w z w N TTY!BUILDIX 7APCON, fIW BUILDS(TAPCON, Lv °',J` CONCRETE! 2Y'FULL ENDED TO CONCRETE: 2y'FULL EMBED TO >;_ M D 7 y!O w 0 I (4'THICK KIN, CONCRETE,3%,MUL (4-THICK MIN, CONCRETE,3%'MIN. iJN 3000 PSI WN.) EDGE DISTANCE,3%'MIN, 3000 PSI HtN.) EDGE DISTAhM 3v'MIN. 830 m V r Sj SPACING TO ANY SPACING TO ANY f H0 N y N I I ADJACENT ANCHOR ADJACENT ANCIOIL Z DDj Ux Z (� f>Q¢C W S I LJ �QW ALT=O (1)•e 14 SAE GRADE 5 (2)•814 SAE GRADE 5 Z Dtm D ALUMINUM ALUMINUM: $" SHEEP METAL SCREW TO SHEET METAL SCREWS TO Izv MIN. N 9 w oq THICK,606fN1E ALUMINUM,PROVIDE(5) 6061 76 ALUMINUM,PROVIDE(5) W u.L W j� PRQIES MIN.PASTnucrPITCHES NIN PAST V 3'MAX 2C•Yy1.w� ALUMINUM) THREAD PLANE XBi.ALVMINUM) THREAD RAKE IOW(3'�M;AX ' L1PS TYP.3'MAX 3"MAX a 00 TYP T)'P STEEL; (1}814 SAE GRAVE S 125-STEEL M (2)•814 SAE GRADE 5 (0.125'301E SHEET METAL SOLEW TO (0,215'MIN. SHEET METAL SCREWS TO .. A l0� .l� TMICK,33 KSI STEEL.PROVIDE(S) T�HICC,33 KSI STEEL,PROVIDE(5) LAS ,T(�O MIN.STEEu PITCHES MIN.PAST NTN,STEEL) PITCHES MIN.PAST U H �a,�J 3`-M ,a,��Tq THREAD PLANB THREAD PLANE ti TvP e- 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE. _ m L ENSURE ADU UM EDGE DISTANCE AS NOTED IN ANOfOR SCHEDULE. Cl CONNECTION TYPE C 1 3. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT Q p a CONNECTION TYPE C2 Z.- AT EACH CORNER FOR A TOTAL OF(4)PER UNIT 1CLIP•UTILIZE(2)AT EACH CORNER FOR A TOTAL OF(81 PER UNIT O �` F G (` ce a g" Z��� k Z UNIT WIDTH (W"'° ' s n u 6'MAX 6'MAX ti = R 1:V!,.• l7 , CLIP OFFSET CLIP OFFSET Z E N� CLIP PAIR SPACING �+ w $ZEW ` gW5 L cs F^7 w I •}--}-C 1P-CI]P Dec 3*TYP MECHANICAL Efl UNIT PER SPACING SEPARATE --, I CERTIFICATION 31 MAX rC c 2'CLIPS 3'MAX TYP Y 2'CLIPS 3"MAX UTILIZE(4)CUPS EA SIDE s TYP TYP. OF UNIT FOR A TOTAL OFe j 1§ (6)PER UNIT J'MAX 'MAX ,Ili IMF pp 'c TYP \V' 3TYP L11,J 8 B SLP J 3TYA - - Ilk D �He i mFL100RHW/ILIBICN00PE i CONNECTION TYPE C3 5 ALTERNATE 8 CLIP DETAIL 15-2378 N C3 CONNECTION TYPE C4 �9O32PR0Mi 2'CLIPS•UTILIZE(I)AT EACH CORNER FOR A TOTAL OF Lj LPER UNIT 04 2-NPS-UTILIZE(2)AT EACH CORNER FOR A TOTAL OF(8)PER UNIT 3 N.T.S. PLAN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC w PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE(2) CLIPS AT EACH CORNER FOR A TOTAL OF(8)C11PS PER ^ UNIT. e FRANK L.BENNAR00,D.E. SPE0046549 •FORANYCUP LONGER THAN 10' �� �.•. N 0 19' UTILIZE(5)-412 SAE MECHANICAL UNIT BY OTHERS.ALUMINUM TYP GRADE 5 SHEET HOUSING UNITS SHALL BE 6063-T6 MIN. V\GENSff I METAL SCREWS,TYP. ALUMINUM SHEET WITH F"30 KSI,0.125' MIN.THICKNESS,STEEL HOUSING UNITS (3)-112 SAE GRADE 5 SHEET `Q. No PE004654 ' 0.068'THICK SHALL BE ASTM A653 PY-33KSI MIN. METAL SCREWS FOR CLIPS UP TO * = R ASTM AZ83 {•� I STEEL.GRADE 33,22GA MIN.(t=0.0299'). 5'LONG.UTILIZE(5)412 SHEET -* 'k (O .,° STEEL.TYP I I I ^� % !! METAL SCREWS FOR CUPS :.TJ ,o v z U LONGER THAN S' PROVIDE(5) Z // PITCHES MIN.PAST THREAD PLANE -'o STATL OF #Lu R II wo$' UO o= '/'/ �' FOR EACH SMS,TYP r 'C FLOR\OPmr.J trm (3)912 SAE GRADE 5 0 0 066' XXASTM-- / F ° a m y SHEET METAL SCREWS >o I A283 STEEL CUP,TYP. ! /�, ANCHOR PER rr���s/ANAL oN= �,S�i' FOR CLIPS UP TO 5' (�I v JAI BASE OF UNIT SHALL ! // ANCHOR Y7/I1li�t\\L' _ WU LONG.UTILIZE(5)912 I O"I I BE FLUSH WITH BASE 3/8• ~<w� �� $HEFT METAL SCIREWS I®!II SCl1EDULE (a JS $ FOR CUPS LO NGER I OF CUP,NO SPACE "' v SZ THAN 5".TYP I PERMITTED.TYP r Z^ 0 u li '/ o m rn I'i 0 HOLE,WITH Q W�f u'q, 3 W U� ANCHOR FROM 1' SUBSTRATE PER U CUPANCHOR / ANCHOR NW 0.75 SCHEDULE,TYP ��r SCHEDULE m .. x (OTHER r (VARIES) 'o DIMENSIONS Z DIMENSIONS ( ----• +- - 9 . a 0375' SIMILAR) 1" TIE-DOWN CLIP 2�6 y �1 ANCHOR DETAIL 1 1" CLIP ISOMETRIC DETAIL 3 3'-r-0' DETAIL z 3 N.T S. ISOMETRIC CUP IS DESIGNED FOR FULL F•a CONTACT WITH THE BASE OF EACH _1 / MECHANICAL WIT,TYP. Z 0 60 'Tin o =n u 1.4 G 0.125' a I Q � MECHANICAL UNIT BY OTHERS.ALUMINUM �Z€ah n k a t�N HOUSING UNITS SHALL- 0 KSI,,6 MIN. I ALUMINUM SHEET WITH FLye30 KSI,0.125'— (I-I I MIN.THICKNESS,STEEL HOUSING UNITS (3)-972 SAE GRADE 5 SHEET z a o 0.072'OR I METAL SCREWS FOR CUPS 4- Z D.113'THICK SHALL BE ASTM A653 fy-33KSI MIN. LONG.UTILIZE(4)-i12 SHEET 1--t a E P' ASTM A283 STEEL,GRADE 33,22GA MIN.(t=0.0299'). METAL SCREWS FOR CUPS CL w STEEL,TYP LONGER THAN 4-PROVIDE (� Q (3)E12 SAE GRADE 5 (P TIY¶/I SHEET METAL SCREWS PITCHES MIN.PAST THREAD PLANE FOR CUPS 4'LONG. 0.072.OR 0.113' '' FOR EACH SMS,TYP. (J] UTIUZE(4)-912 SHEET THICK ASTM A283 STEEL CUP.TYP () ,{ METAL SCREWS FOR - I CUPS LONGER THAN 4', BASE OF UNIT SMALL 1 OR 2 Q10RS ■ C I TYP. BE FLU UUSH WITH BASF SCHEDULE PERANCH OF CP,NO SPACE / PERMITTED,TYP r ; I I I S:80 HOLES,NOT TO 5 �f BE USED FOR I SAUNBSTMTE PER E rA 9 z ANCHORS,TYP 2 SCHEDULE (VARIES) 6 300, 2" TIE-DOWN CLIP 1[1=1� NEE y D75DSG 4 ANCHOR DETAIL � R 1'A' DETAIL 00POMER"LBNLm m ,to. 0.50' CUP IS GNED FOR.FU FACTORY MILLED 3;'B HOLES; YOSO, p CONTACT WITHITHE BASE OF EACH 15-2378Kum y UTILIZE(1)OF3(2)ANCHORS' !� �� MECHANICAL UNIT,TYP a FROM 2^CUP ANCHOR PA=oacalvrs°H, S-CHEDULE,TYP ' 2 2" CLIP ISOMETRIC DETAIL a� g 3 N.T S. ISOMETRIC e DENRARDO,v.e ```j1,1 !, •PEOOa ,CF N 4 1J20 TABLE 1:Vult=175 MPH,EXPOSURE C TABLE_2 :Vult=175 MPH,EXPOSURE D NDPE0046549 p, (FOR USE WITH A RISK CATEGORY"STRUCTURE IN THE HIGH VELOCITY HURRICANEZONE") (FOR­USE A RISK CATEGORY II STRUCTURE IN THE HIGHVELOOTY HURRICANE LONE') - 2 v 41 ti e ALLOWABLE ROOF-TOP HEIGHT CH) ALLOWABLE ROOFTOP HEIGHT(H) :�0 STATE OF CC/ 'Up' _ _ f1E-0OWN CONFIGURATION TYPE TIE-DOWN CONFIGURATION TYPE ��rs -(ORION IQ MAXIMUM I I MAXIMUM I '�,S/ONAL� 11, IIr SURFACE AREA OF UNG I UNIT ' SURFACE AREA OF UNIT FUNff I I 2411n 11"Y W a = UNIT'�ALgRGE57 I HEIGHT I WIDTH ) CI 1 Q f d _ I_ C4 UNIT'S LARGEST HEIGHT I WIDTH I Cl Q _ C3 I C4 ZTY WWU , �L �QQ6 OR 6FT. 24"MAX 12'MIN N/A T HSl00FT ATGRADE HS20-0 F—T6FT' _ _ 24'M�12'MIN N/A H540FT ATGRADE_ HS200FT Z4 9 R .32"MAX 135'MIN I N/A H 515 FT AT GRADE 1 H S 200 FT _ 9 FP _ 32'MAX 15'MIN - N/A I AT GRADE N/A H 5200 FT W W o.� rf 1. __ _. _ o w� i I 4Fr I ATGRADE H57I10FT H52�r Hl Do I 4R' I ATGRADE H5200FT H5160R+H520QIT ;LLe u 6R' l N/A )H5200R "530 Ff H5200FT 1I 6Ffi _N/A I H5200 FT_ ATGRADE I HS_2COFT UlKdxll�l I 9R' _ 4B'MAX 24'MIN N/A -.Lo ET AT GAADE I H5200 FT -_ 9_FT' 48*MAX 24"MIN N/A HS15 FT ATGRADE 'H 520DF7 �I+1 '6 t r 12 FT 1 _N/A AT GRADE N/A _H S 200 FT _ _32_FT' _ I WA ATGRADE N/A H S 140FT 'S _AT GRADE_I N/A j H S 60 R 16 FT' _ _I _ - N/A_ r N/A__ _ N/A Jii;5 E! A 2071" i N/A Ai GRADEN/A H S 60 FT 20 R' 1 N/A N/A N/A H S 30 R a A _ _ 25 R' N/A N/A N/A I H S 1S FT I 25 FT' N/A N/A N/A ATGRADE ,^y 30 R' 60'MAX 48"MIN —(-- 60•MAX 48'MIN CJ q I N/A N/A�N/A ATGRADE 30 FT' I N/A N/A N/A ATGRADE .p+ II I 36 R' I N/A N/A r N/A I ATGRADE 36 FT' N/A N/A WA N/A to c 'THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND 'THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHIG/CONTAINSBROWARD AND MIA?-Al-DADE COUNTIES CHECK WITH LOCAL AUTHORITY HAVINGIURISDICTION FOR THE APPLICABILITY MNAIFDADE COUNTIES.CHECK WITH LOCAL AUTHORITY HAVING JURISDICRON FOR THE APPLICABILITY -J Z OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. Q ^ p 0t;�� F G C N O z ^ 4 2 LlJoa s r 8 TABLE 3 :Vult=170 MPH,EXPOSURE C TABLE 4:Vult=170 MPH,EXPOSURE D z a _ 0 (FOR USE WITH A RISK CATEGORY II STRUCTURE-) (FOR USE WITH A RISK CATEGORY 0 STRUCTURE-) F E 4 E w n" A_LLOWABLEINSTALIATION ROOF HEIGHT —� ALLOWABLE INSTALLATION ROOF HEIGHT 8 TIE-DOWN CONFIGURATION TYPE I TIE-OOWN CONFIGURATION TYPE U i -_- - -_T--i MAXIMUM I MAXIMUM ' SURFC1 Q CS C4 ACE AREA UNrt UNIT I SURFACEAREAOF UNIT UNIT ^^^ g I I I Q I U I I ^ 7 �t D uN1TREAHEIGHT WIDTH UA CI C4 NIT'S,ARGEST HEIGHT WIDTH ^ F FACE l I FACE I ng F 6ft241n i 121n N/A 5140 FT ATGRADE + 120DR 6iN 24In 121n _N/A >60FT ATGRADETZ�OO FT �9 IT' 32 In IS In N/A H 515 R ATGRADE S 200 R 9 ft' 32 In 35 In N/A A7 GRADE N/A I 5 200 FT I AT GRADE 5 200 F7 N/A S 200 FT _41N AT GRADE S 200 FT 5 200TH Eft' �AT GRADE 5200—F HS40R 5200 F7 6ft' WA 5200 F7 H515 FT 5200 FT m I 9Ft'_48"MAX 24'MIN N/A I 6O FT I ATGRADE 5200 FT 9h' 48'MAX 24'MIN N/A HS15R ATGRADE 1200 Fir c I— 1-2 fe `—`-- NIA ATGRADE N/A 5200 FT 12 ft' N/A ATGRADE N/A 5200 FT � I6 h'— F —N/A AT GRADE N/A I 5 80 R 161N N/A N/A N/A H S 40 FT y 20 IY N/A ATGRADE N/A 5100 FT 20 ft' N/A AT GRADE _N/A I H 5 40 FT_ $ _ y _—25 ft' N/A N/A N/A H530 FT 25(t' N/A N/A N/A ATGRADE P > •60'MAX l 48'MIN 6W MAX 48'MIN -• - ) � 30 it' N/A N/A N/A ATGRADE _ 30 ft' N/A_ N/A l_ N/A ATGRADE WPVRurtRwKLR3FwmBFE N/A__. N/A _LN/A_—�A7 GRADE 36�.. - —•-NIA N/A _ N/A__.l ATGRADE ) 15-2378 'AS AN EXAMPLE,THIS TABLE,S PERMISSIBLE TO BE USED WRHIN PALM BEACH COUNTY[HECTIC WITH LOCAL -AS AN EXAMPLE,THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY CHECK WITH LOCAL fir' KT'S p5 AUTHOFUTY HAVING JURISDICTION FOR THE APPUCABILIIY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. P4Of nEscT.:rrtoHl tt c Zf K l BENHARpO,P,,, 9 Yb �4- Nu I'EO G54' C ll' b > TABLE 5 :Vult=140 MPH,EXPOSURE 8 TABLE 6 :Vult=140 MPH,EXPOSURE C ;UTA, Fio,INSATrMgso� G (FORUSEWITH A RISK CATEGORY-]STRUCTURE) (FOR USE WITH A RISK CATEGORY II STRUCTURE) ���=45jQ w,.,�S�i ;< ALLOWABLE TAUEON ROOF HEIGHT ALLOWABLE INSTALLATION ROOF HEIGHT Y!I I f l I w N 28 y; TIE-DOWN CONFIGURATION TYPE _ _ TIE-DOWN CONFIGURATION TYPE zn4mJ .0W QU Agg MAXIMUM I I MAXIMUM A OF UNIT UNIT I II SURFACE AREA OF UNIT UNIT �( nt SURFACE AREm Gae$ Cl I C2 i C3 C4 I HEIGHT WIDTH Cl C2 C3 C4 Zi,l ¢ p UN!T'SIARGEST HEIGHT WIDTH 1IIII UNIT'S LARGEST W 0,1E. FACE I FACE I I _ V;�'S —__2a In 121n H515R -� 5200-] 5200FT 52008 _ 6ft' _ I 241n 12 in i_A_TGRADE_ —520DFT SBO FT _ 5200 F'i IDd� w 9(t' 32N 151n I AT GRADE 1 5200 FT I >60 R 5200 8 _9h T' 321n 15 in T N/A SISO FT MS15 Ff 5200 FT 'ob'w f _ 4h' - _5300 Fr I 52LIO FT - 5200FF - 5200 Fi�I -dk'—( 580 FT -5200 FT 5200 FT 5200 FT u p o _ I;ft, 1 H540R S100R _5200 FT_ 5200FT Eft' I ATGRAOE 2S 00FT_ 5200 FT $200 FT 9ft' 48'MAX 24'MW AT GRADE { 5200 F( 5120-] SIOOR —9M•__ 48-MAX 24-MIN AT GRADE 5200 FT H5 40 FT __5200 FT_ 12t I F AT GRADE 5200 FT I HS40 FT _— 200 FT 12 ft' - - - -N/A 5100 FT AT GRADE 5200 FT U ry y 16 ft' {I ^ N/A T 180 FT ' HSisFT S200 R_ l6 h' _ _ _ N/A_ I HS 15 FT' AT GRADE_ 5 260F_ z • _ 20 h' — N/A __5100 FF H 515 FT 5 200 R __ 20 ft'_ ,• _ N/A — _ HS 30 FT— _ AT GRADE S 200 FT F-y 7 e 26 ft, I N/A -i H 5 40 FT I AT GRADE 5 2D0 R 25 h' WA AT GRADE AT GRADE 5200 FT U •60"MAX 48'MIN - 60'MAX 46'MIN J = 30W I I N/A _HSLSR ATGRAOE 52008 30 f[s _ N/A _--� AT GRADE _N/A-- "OFT 3 O p �--36 fN __) I I N!A—T AT GRADTGRADE --5110 FT_. -36 ft' N/A_�- AT GRADE _N/A _ H530 FT _ z o a - --- — 0 CLQ W a Q 0 A Yl 6 g z �� 4 (x F� a n zvrn Z o ►y �KyJ E TABLE 7 :Vult=140 MPH,EXPOSURE D m (FOR USE WITH A RISK CATEGORY B STRUCTURE) S ALLOWABLE INSTALLATION ROOF HE[ �I TIE4DOWN CONFIGURATION TYPE I a` MAXIMUM — •� ^ • � SURFACE AREA OF UNIT UNIT C3 C4 I 9 eA UNIT SLARGEST Cl Q I HEIGHT I WIDTH ,Ft Ts G , FACE X 17 8 4if f X 6fte 24 1n 121n N/A 5200 FT HS30 FT 5200 FT 4 9h' I 321n 151n N/A S100 FT ATGRADE 5200 FTS A j( Ott'--+ N540 FT 5200 FT 5200 FT 5200 IT e5� 61t' ATGRADE 5200 FT 5200 FT _ 5200 FT �2r 9 ft' 4W MAX 24'MIN N/A — 5200 FT H115 FT 5200 FT B 12 h' 1 N/A HS40FT ATGRADE 5200 FT >t •_ 16 ft'—� N/A AT GRADE N/A 5 200 FT _ 20 fN N/A__ AT GRADE ATGRADE S 200 FT CWeFoRWAWL IE N=PR 25 ft' N/A AT GRADE N/A S 120 FT 15-2378 60'MAX 48'MIN 30 h� N/A N/A N/A _ H S 40 FT two, HT 36 re N/A__. N/A qT GRADE PAGE DUCRImoNl 2 3 _.._. —.—.-_—_ . _. prL 'AS AN EXAMPLE,THE SE TABLES ARE PERMISSIBLE TO BE USED WITHIN BREVAROCOUNTY CH ECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITN OF THIS TABLE WITHIN CERTAIN FLORIDACOUNTIES. 4 A"MI 0 Certificate of Product Ratings AHRI Certified Reference Number:7492898 Date:05-31-2019 Model Status:Active AHRI Type:SP-A Series:R41 OA AC SPP Outdoor Unit Brand Name:TEMPSTAR Outdoor Unit Model Number (Condenser or Single Package):PAJ442000K**OA Region: All(AK,AL,AR,AZ,CA,CO,CT,DC,DE,FL,GA,HI,ID,IL,IA,IN,KS,KY,LA,MA,MD,ME,MI,MN,MO,MS, MT,NC,ND,NE,NH,NJ,NM,NV,NY,OH,OK,OR,PA,RI,SC,SD,TN,TX,UT,VA,VT,WA,WV,WI,WY,U.S. Territories) Region Note: Central air conditioners manufactured prior to January 1,2015 are eligible to be installed in all regions until June 30,2016.Beginning July 1,2016 central air conditioners can only be installed in region(s)for which they meet the regional efficiency requirement. The manufacturer of-this TEMPSTAR product is.responsible.for.the rating.of this system combination. Rated as follo•,ws mraceordance�w_iith the_Iates-editionof ANSJ/AHRI 21 240,'withi Addenda 1'and i2'Perf4rmanceyRating)off Unitary I Air-Condltloriing:�rAir-Source Heat Pump Equipment arid subject to rating accuracy,byrAHRC-S onsored;-indep_endent third;party testing: F Cooling CapacitySingle or Nigh Stage_( �,buh:-41000Ds{f 1`�'SEEW;;:14.50 ^ � = .��/ EER(A2)-:Single orMigh Stage(95F) :11.50 c L� CtiC�r� i�rl Coil!�Co gq:r-couq t"Active"Model Status are those that an AHRI Certification Program Participant is currently producing 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 that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntary re-rate. The new published rating is shown along with the previous(i.e.WAS)rating. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties orguarantees as to,and assumes no responsibility for, the product(s)fisted 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 fisted on this Certificate.Certified ratings are valid only for models and configurations fated in the directory at www.a6ddirectwy.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;disci d; 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 forthe model cited on this certificate ran be verified at www.ahridlrectory.org,click on`Verify Certificate"fink ive make life better- and enter the AHRI Ceridied Reference Number and the date on which the certificate was issued, which is fisted above,and the Certificate No.,which is listed at bottom right. ©2019Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: 132037791047249.016