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HomeMy WebLinkAboutBuilding Permit Application ALL AP LICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax:(772)462-1578 Commercial Residential X 'PERMIT APPLICATION FOR: Mechanical Address: 10701 S OCEAN DRIVE,675,JENSEN BEACH,34957 Legal Description: VENTURE OUT-SECTION C-LOT 76(OR 2993-2221; 3304-1626) Property Tax'ID#: 4511-805-0076-000-5 Lot No. 675 Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: IR K fARW§E®�®�ESCR+IrPTI®N KW 7 TON 2.5 .SEER 14.50 9°fi`�,"` ' ,.a1 st 3 i , ` - t lr *s ° r aTM"`s •-3: =.,Yt ¢ ," , N a+ C®NSTRUCT1N®NI N�F�®R I\AATI O F k ,. Additional work to be ertormed under er t is permit—Check all apply: ❑HVAC Gas Tank ❑Gas Pi _ Windows/Doors Piping Shutters ❑ Electric Plumbing ❑Sprinklers Q Generator Q Roof Roof pitch Total Sq. Ft of Construction: SFt. of First Floor: Cost of Construction:$ 5,240.00 Utilities. Sewer Septic Building Height: OWN"SER/LES'S'EE CbNTReACTOR w 7- ..,, ..r YY, .» ,, -*- ., .., E _..- -�.. .-...a: ,.k ,u..,'= �'X, .ta ..�.i »w..: ,"c54._ c Name JANET SIGLER Name: MARK A VINES Address:10701 S OCEAN DR,675 Company: AZTIL City: JENSEN BEACH State: FL Address: 2540 S MILITARY TRAIL Zip Code: 34957 -Fax: _ City: WEST PALM BEACH State:FL Phone No.407-342-1258 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 morel a RECORDED Notice of'Commencement is required. IN@ � DESIGNER/ENGINEER: _Not Applicable tle y MORTGAGE COMPANY: _Not Applicable Name: JANETSIGLER Name:MARKAVINES Address:10701 S OCEAN DRIVE,675,JENSEN BEACH,34957 Address: 10701 S OCEAN DR,675 City: JENSEN BEACH 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. 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 the permit 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 pe"r_mit 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 commencin&4Qrk or recording our Notice of Commencement. Signature of Owner/Lessee/Co ractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF PALM BEACH COUNTY OF PALM BEACH _ The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 29 day of JuLY 201q by this 29 day of JuLY ,20/9 by MARKA VINES MARK VINES Name of person making statement Name of person making statement Personally Known %(,— OR Produced Identification Personally Known V OR Produced Identification Type of Identification Type of Identification / Produced / Pro uced / 6 ,Notary Public Stat.of Florida o Notary Public State of Florida Analiss Whiting Analisa Whiting kAw Comm'samon GG 33 1 ( ignature of Notary u teEi5AiF49R€Ig9y2023 / (Signatu4ofotab e&*&A8@13912023 'Seal 6 Commission No. �--.=.{. .) Commisslon Nom (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED, Rev.8/2/17 r AMI Nazi CERTEREEr t . """I Lr Ce rtifficate Of Product Ratings AHRI Certified Reference Number:7482002 Date:07-29-2019 Model Status:Active AHRI Type:RCU-A-CB RECEIVED Series:XR14 Outdoor Unit Brand Name:TRANE AUG 0 2 2019 Outdoor Unit Model Number (Condenser or Single Package):4TTR4030Ll ST. Lucie County, Permitting Indoor Unit Model Number(Evaporator and/or Air Handier):TEM4AOB3OS31+TDR Region: Southeast and North(AL,AR,DC,DE,FL,GA,HI,KY,LA,MD,MS,NC,OK,SC,TN,TX,VA,AK,CO,CT,ID,IL, IA,IN,KS,MA,ME,MI,MN,MO,MT,ND,NE,NH,NJ,NY,OH,OR,PA,RI,SD,UT,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(dfitHis TRANE(produetlisfresponsible;for'the rating0this•sysfemicomblhatign:: Rated as(fGllows(�n accordance wlthithe la est ed>fI n of AHRI 29'0/240 w>th;Addendat 1!andS2',Re orrnaoce)Rating ofsU' I�9 Air-Condlboning///i�Atr-So'_u*ce eatlRump,Equlpment an ;subject to gratir(gi ccuracy by A),NWI-PSDnsor'edf independent;7' ' nesting: Coolin (Capaclty' (/t2)=Single or Hig Stage(95Fi),btuh28600JE SEER M50 f 1- ' c. : lUlJtll�to 0414lvJLi�l�ilVal� oQ ( EER(A2)�-tSipg`IeCor{Wigh,cStage((95F�);:.12.00 ; 1 '4 r 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. Ratinos that are accompanied by WAS indicate an involuntary re-rate. The new Dublished rating is shown along with the previous(i.e.WAS)rating. DISCLAIMER AHRI does vol entlursethepts)Uistetlamfflfsateandmakesnorepresentations,warrantiesorgawmitaesastto,andassumesnoresponsibilityfor, the prodrrrIW 1c mmtttiis Ra dffly e_A WWI eWv--48 d aH liability for damages of any kind arising out of tear use or performance of the product(s),or the rmadhoiard jinn¢ddlalta 111sitab an this ate.Certified ratings are valid only for models and corfilvalims in the drecorya2WWW.& d hMEftn aM; TERMS AND CO3EM NS AP" This Cel and ilts=Tde=am prgptileUny pt�orts of AHRI This Certificate shall only be used for indivilduaL prasorml and confiderdW r Ipur, 1rhB ouritertr3�t lfs may not,in whole or in part,be reproduced;copied;, entered bAD a cmriprlferdtaY ;mrm1twrsdse=-Rzed,in anp form or manner or by any means,except for the ram runtaduat petsmud and cm3fdoifthil R AIR-CONDITIONING,HEATING, CERTIFICATE VER11+1C 11D111 &REFRIGERATION INSTITUTE The udarma'6=furthL nim tel mitedanthis cerfifiirate can be Wired at www.abridirectory.org,click on`Verify Certlflcate"Fmk we make life better- and entertthe ATM Cafl[ffretl lRefarance RBrrrrabw and the dale on WWch the certificate was issued, which is CsYed bra;,andtibe Cadif'ratte fft,uNth is Fsted at bottom right. - "' 132088733203973(167: - ©2019Air-coli lmdrW,HeaU ng,and Refrigeration institute CERTIFICATE NO.: . ENGINEERING 4 EXPRESS® August 1,2017 FAUG EIVED Florida Department of Business and Professional Regulation 2 20191940 North Monroe Street nty, Permitting. Tallahassee,FL 32399 Regarding: FL14239.1 "Steel Tiedown Clips for use with Mechanical Units" BMP International,Inc, 4710 28th Street 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). - i, Respectfully, N O AUG I = LL No PE0046549 Frank L.Bernardo,P.E. STATE OF Frank L. ardo,P.E.,Inch% FL PE 046549 . _ Cert of Auth#9885- ���r���'�'� CoMUMMER=I" � 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE.: (954) 354-0660 - FAX (954) 354-0443 ENGINEERINGEXPRESS.COM Y9n0iC(S.N11(MNMIDIENiECOwxf]p5(L yryxt(R..]9(Oa]0...Mp.91Df1 C2FOXCriWWO.lrp,,ypp,(tflFIUODItCGviG.(v00C of BMP INTERNATIONAL INC. t� - ' MECHANICAL UNIT STEEL TIE-DOWN CLIP: AT GRADE & ROOF-TOP MOUNTED APPLICATIONS ' '7b •� S 7518 MIN.WEIGHT, DESIGN NOTES: B MECHANIC7IL UNITT THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7.10 AND FLORIDA��((�T 0.1Q 2` £' U) PER SEPARATE D=LNG CODE 2017(6TH EDITION)FOR USE WITHIN AND OUTSIDE THE MGH VAOCLY- FL O ;12� CERTIFICATION,TTP. HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES.THE DCRITERIA USED TO CALCULATE THE ALLOWABLE ROOF-TOP HEIGHTS COR IOER5 FEC( SECTION 1609.6 FORNON-HVHZ AND SECTION 1620.6 FORHVHZ aASCE 7 SECTION 29.4.1UIJT R IO FOR INSTALLATIONS AT GRADE.((X�)c4,,,H-1.90 WITHIN THE HVMZ S OUTSIDE THE AS M b TO/IR DESIGN VARIABLES CT AT THE ARE N A��AHLFPoWITN ASCE 7 10 CHR ALL LOCATIONS(AP(ERS 26 m 29 THE HEIGEHTS LISTED IN Z �QGEOMETRIC CENTER OF THEBM (CAI.UNIT o n SEE DESIGN DESIGN SCHEDULES REPRESENT THE Al1AWA(HE HEIGHTOF TME BUILDING.TwS 5 pQm =a *CENTER OF PRODUCT APPROVAL ALLOWS FOR EACH UNITTO BE INSTALLED ON A MAXIMUM 30'TALL Z a$ G 2,aME !(AAL`„NIT MUST BE OI SCHEDULE PoR cN0isw )776i w a O GRAPYIyJMAXIMUM SURFACE A/C STAND(CERTIFIGT[ON BY OTHERS)OH TOP OF TME LIQGHIS LISTED Itl THE DESIGN w LLI O,.FJ `rRE OR ANGULAR, . x a = AREA AND DESIGN SCHEDULES. wN 'RRFGU A SHAPES £z L '' N D ' PRESSURE,TYP. Nd1w o GENERAL NOTES: eoIN3;7 �EDETAIL 1/31 h ZO 1'NO 33.1/391 INCREASE IN ALLOWABLE STRESS MAS BEEN USED IN THE DESIGN OF TOM 7CUP INFORMATION, SYSTEM.2 DESIGN IS BASED ON C31ENT PROVIDED PRODUCT AND DIE SHEETS MON TEST a REPORTS OTR 01970087A,0Ta 0197030711 BY M71M EVALUATION LABORATORIES, INC-N ESUBSTTIUTIONS WLTHOUT W RITLEN APPROVAL BY THIS ENGINEER SHALL BE Z MAXIMUM R MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MEO(ANRCAL UNIT SMALL H--N c 3.HiAX I 3'MAX CONFORM TO SPECIFICATIONS STATED HEREIN.ALL MECHANICAL SPEOFICATIONS TYP TYP (CLEAR SPACE TONNAGE.ETC-)SHALL BE AS PER MANUFACTURER RECOMMENDATIONS Q O I AND ARE THE EXPRESS RESPONSIBILITY OF THE CONFRACIDR F HOT UCTURE DESIGN / 4. FASTENERS TO BE 012 X 3�OR GREATER SAE GRADE S UNLESS NOTED OTHERWISE Z O R^ n i BY 0171 SEE DESIGN-' TAPCONS REFERRED TO HEREIN SMALL BE TTY BUILDS(BRAND,CARBON STEEL ONLY, O'e 1 INSTALLED TO 3000 PSI MIN CONCRETE SEE ANCHOR SCHEDULE FOR ANCHOR ((-E��;jj SEE FOROgNI REQUIREMENTS,ALLFASTENEAS SCULL HAVE APPROPRIATE CORROSION PROTECTION rU�'•� m 7 ALLO WABLE SUBSTRATES TO PREVENT ELECTROLYSIS. GLUT m WITH FY-33 KSI OR BETTER. < 3'MAX 3Typ YA\Nc\G S. ALL STEEL ALL STEELMEMBERS SHALL LIPS SMALL BEBE MPRO ECTED AGAINST CGRADE ORROSION WITH AN APPROVED Z �� Y TYP O COATOF PAINT ENAMEL OR OTHER APPROVED PROTECTION.WD4MTED COATING a MECHANICAL UNIT Il REQUIRED FOR ALL COASTAL,INSTALLATIONS. W n 1 TIE-DOWN ISOMETRIC 6.. ALL CONCRETE RETE SMALL 82 STRUCTUEREIN RAL CONOT CRETE 4"MINA«AMD SHALLLi O vElT°M1I" `-Z z TYPE OF CUP AND NUMBER OF CUPS MINIMUM COMPRESSIVE STRENGTH OF 3000 PST UNLESS NOTED OTHERWISE Z 4 O B 1'*•1'-0' ISOMETRIC PER CORNER WILL VARY PER H•'M 1 7 THE CONiMLTOR 6 RESPONSIBLE TO IWSUUTE All NEIBERS FROM DISSIMMR CONNECTION TYPES C1-C4 ON SHEET 2 MATERIALS TO PREVENT QECiROLYSIS CL £ W B. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY OTHERS. ,L 9. THE ADEQUACY OF ANY FROSTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS G TIE-DOWN CLIP DIRECTIVE EXAMPLE SHALL BE VERIFIED BY THE 01 DESIGN PROFESSIONAL AND 15 NOT INCLUDED IN THIS C?RT)FICOTION.E'XC>PT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL (THE FOLLO%NIHG EXAMPLE ILLUSTRATES THE PAOCF9UTiE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOFTOP INSTALLATION HEIGHT,H,FORANY GIVEN CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. M ECHANICACL UNIT THAT CONFORMS TD THE DIMENSION RESTRICTIONS AND DESIGN CRETUM LISTED HEREIN SEE SHEETS 4.5 FOR DESIGN SOHEDUIEL) LO.THE SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE FOR SITE CONDTIIOUS DIFFERENT FROM THE CONDITIONS DETAILED MECHANICAL UNIT CRITERIA. HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE a 7 ■� SPECIFIC DOCUMENTS FOR USE IN ODH'OUNLTION WXTM THIS DOOPU M. p I CONSIDER TINE INSTALLATION OF(1)MECMANIGL UNIT W RM THE FOLLOWING CRITERIA- 11. WATER-TIGHTNESS OF POSTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY VUR-170 MPH,EXPOSURE B. OF THE INSTALLING CONTRACTOR CONTRACTOR SHALL ENSURE THIATANY REMOVED Nf LLS G • 48'TACT X 48'DEEP.48'WIDE,TOO LB(WE]GIfTAS VERIFIED BY OTHERS) OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND pp INSTALLED TO 3000 PSI MIN CONCRETE WITH(Q)r CLIP AT EACH CORNER OF UNIT(TOTAL OF(4)CLIPS) INSTALLATION OF STRUCTURE PROPOSED HEREIN.THIS ENGINEER SMALL NOT BE Y _ - ESSHAETROOFING OOCCUR AS PROCEDURE RESPONSIBLE SHALL BE E FULLRESPONSIBILITYLEAKAGE F THE INSTALLING h I-- PROCEDURESTEP ..—.—• RESULT_ CONTRACTOR F 9 1 DETERMINE THE COMNECTTON TYPE BASED ON THE DIAGRAMS ON SHEET 2 CONNECTION TYPE 3 12.FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE VJt WIND 2 SPEEDS USED IN THIS APPROVAL,SEE SECTION 267.3 OF ASCE 7-10. 2 DETERMINE WM]CM DESIGN SCIAEDUIE TABLE TO USE THIS INSTALLATION IS INTENDED FOR A VUR.170 MMI,EJD'OSURE TT.7165 DESIGNCRITERIA CORRESPONDS TO TABLE 5 h2 �fi 3 DEfFEMINE LARGEST FACE AREA OF MMONIOLL UNIT TO BE INSTALLED 48'.48'-16FT' II THIS UNIT HEIGHT OF 48'IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 48' 0P07aRRW[LIOURMPL 4 CHECNCMA70MUMUNITNpGRRFSTIURION NOM TMMPRODUCTAPNRNOVALALLOWS THE UNI7TOBE11 IIEDONTOP 15-2378 Of ANAICSTANO THAT USA MAJOMUH30-TAIL.IFAMAICSTAHD 75 URLIS, CHECK 70 SEE THATTNESTAND D0ESNOrAx=Ex30'DV HEIGHT EtJAIH TS fg 5 CNECIC MINIMUM UNIT WIDTH RESnUCTION UNffWIDTH IS 48'WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF 24' PARE OESQEPRf>rMt 6 DLTERL^UNE THE ALLOWABLE ROOF-TOP HEIGHT OF THE INSTALLATION THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO Is FT Hf SEE(')ON TABLE S FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE S e WN- 0,PA,/+( 1; . DEN ANCHOR SCHEDULE: a g 1"CLIPS 2"CLIPS SUaSTRAT! DESCRMION SUBSTRATE OPSCRLTIOn z =W `. (1-SIIG'O CARBON STEEL (1)-5/16'0 CMBON T E 4/� D O w G N IIW BU[LDEII TAINILN, iIW BUILDIX TAXON, 1 'T S W S' > 'y CONCRFFE. 2y'FULL EMBED To CVNCRFT6 ZY.'FULL EMBED ro'•, o w I (4'TIDOC MIN, CONCRETE,3w MIN. .N'THICK MIN. CONCRETE,3%'MIN. �i �7N C DU,O �w g f"t 3000 PSI MIN.) EDGE DISTANCE,3I;'MIN. 3000 PSI MIN.) EDGE DISTAKY,3�'MW. (► y SPACING TO ANY SPACING TO ANY law = 2 Zy ADJACENT ANCHOR ADJACENT ANCHOR ZH7• oar F5 fA = S I - fn�L Iia QCR.< O \ ' AWMINUNt SHEET SAE GRADES ALUMINUM: l2J a�y 09 •l a \ (2)•114 SNE GRADES a'1 SHEET METAL SCREW TO SHEET METAL SCREWS TO n 9 (d 125`ALM. ALUMINUM,PROVIDE(5) (0.125 MIN. ALUMINUM.PROVIDE(S) W °a'N TMIC(6061.76 THICK,6061-T6 3*MAX PITCHES MIN.PAST PITCHES MIN.PAST T��'C�V 1'CLIPS . 1'�� MIN,ALUMINUM) THREAD PLANE MIN.ALUMINUM) THREAD PLANE U)W s s 6 3'MAX O W .i i 7YD 3� ti C STEEL (1"14 SAE GRADES STEEL (4*24 SAE GRADE S •(�' TMa 33'ICSL SHEET METAL SCREW ro (0.225-HIM,3 I SHEET STEEL.PROVIDE(FIAL �TO A �V1L0 ,1(LO MIN.STEEL) PITCHES MIN. PAST NIM.STEEL) PITCHES MIN.PAST U n 3TYD��`��NJ 3' `�,�,J�• THREAD PLANE THREAD RANHE NTYP Zr �i 1. ENS RE ENTAIN AND CDG!DISTANCE IX NOTE IFINISHES,ANCH >F CmED-J1F- Q � L ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANOiORSC1EDUlE. C� CONNECTION TYPE C i 3. SEE DETAILS ON SHEET 3 FOR ANC CIRS ATTACKING TO MECHANI L UNIT Q a o CONNECTION TYPE C2 $ 1' CUP-UT1U2E(I)AT EACH CORNER WR A TOTAL OF(4)PER UNif O z F H.. 1-NP-UTILIZE(2)AT EACH CORNER FOR A TOTAL OF(8)PER UNIT N--1 `A ,Lmn In a 2,: F uNtr wtarH R t7 6'M%AX 6'MAX Z'tj Z zO CLIC OFFSET CLIP PAIR SPACING CLIP OFFSET P,y - 5 7Ou, ;CIN �tTi� G CS w a M vii I •� 3�Tw MECHANICAL �Y m E f1IP-l]1P UNIT PE0. _ i SPACING SEPARATE - CERTIFICATION 3"MAX ��9 2 �6a c 2'CLIPS>3* TYP 2'CLIPS 3"MAX UTILIZE(4)CUPS EA SIDE TVP. OF UNIT FOR A TOTAL OF(8)PER UNIT MAX 3'MA7Yp ;T NJtA 9@r! 3TYP �` - ��� •R lD"RROIRVILL IIeFWt00FE 378 CONNECTION TYPE O 5 ALTERNATE 8 CLIP DETAIL 15-2L& B C3 CONNECTION TYPE C4 :DE9OiTPITOM 2 2'C LIPS•UTILIZE(U AT EACH CORNER FOR A TOTAL OF(4)PER Ut7IT � 2-NPS-UTILIZE(2)AT EACH CORNER FOR A TOTAL OF(8)PER UNR 3 N.T.S. PLAN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC y PATTERN FOR ALL CONN ECTIONES TMAT UTILIZE[2)TIR5 CUPS AT EACH CORNER FOR A TOTAL OF(8)CIPS PER UNIT. S 6