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Home My WebLink About7631 Gall Blvd (18)SEE RISER DETAILS SHEET 2 p. 17=1= 1 r Iu — liII IlII Hit wo io ceo oia wo wa csc :x xc �o ceo csc :z �o r�-0�-, az az x ar .a#. -as yr. - :--.—.' C oso oso osc bso tic oio ox _= rao = ow o �Fc j 1 8 Iw m M_f—F as as a� �. 8 2 Z 8 : .... - — :• -- - i _ i ]NE moll ilO X-E 7i�ii 1 11 11 1 1 1. B 0a 90 FF, i • %j # v. ® pqq j 0 ® N (E'erx PC N m � I - g 1 R. = ❑ o t I M N H m m N ri r1mmmmNm 07 TIE - ro. w C93 p3 � ll ll l�lJ lT ll loll N3 09 pia 09.9� -1 ` 083 Di3 3 o\ +�' ± ® ® ® ® P® ® ® F® Z' On T, ® ® ® m, ; 114I. 1941 ® m v� - ROUTE N"EW PIPES] m z' 7� Vn m, m is] • '[THROUGH EXISTING ❑ {t STORE TO RISER AREA H_ ® ® e)' O M, ABOVE BOTTOM OF a a - ++ ®� 1=� I 0BAR JOIST ® Ia (� ! - -� - - - - El1�•®®®®m (�®U®®® f m i �I�s �ri:� r _ " 77 ®® ®® 4 f y _ • rL e T. 17 a` W v s F _ 'M ff I m... DRAWING NOTES 1. DESIGN PER NFPA 13 (2019). 2. SPRINKLERS SHALL BE SPACED PER THEIR LISTING. 3. SPRINKLERS ARE NOT REQUIRED IN THE NON COMBUSTIBLE ATTIC PER 9.2.1. 4. ALL PIPING TO BE INSTALLED WITHIN THE HEATED ENVELOP AND PROTECTED FROM FREEZING BY OTHERS. 5. SYSTEM DESIGN PER THE DENSITY/AREA METHOD PER 19.3.3.2. AREA REDUCTION WAS NOT USED. 6. QUICK RESPONSE SPRINKLERS ARE TO BE USED THROUGHOUT THE BUILDING ADDITION. 7. PIPING TO BE BLACK STEEL SCHEDULE 40 PIPE 8. DIMENSIONS ON PIPE INDICATE CUT LENGTHS FITTINGS, WELDS AND/OR END OF PIPE. 9. HILLER SYSTEMS TO BEGIN AT POINT AS INDICATED ON DRAWING. HANGER NOTES 1. DESIGN PER NFPA 13 (2019). 2. MAXIMUM SPACING FOR STEEL PIPE IS AS FOLLOWS 1" AND 1j" - 12'-0" 1 j" AND ABOVE - 15'-0". 3. A HANGER IS REQUIRED WITHIN 3'-0" OF THE END OF A BRANCH LINE. 4. ARMOVERS GREATER THAN 2'-0" REQUIRES A HANGER. 5. PIPES GREATER THAN 6'-0" IN LENGTH REQUIRES A HANGER. � I�I� I ►�'�_�� ?!!t !`��f�i.� ►mat ��_+�+,�►'� ia��G�p>i�,is»��,F$ ^��a�!��!:�"!�: :�' 1 — I ►i�i�'i�i�i�< `! .� - 4 �! a �► �'i�s�s=s°s=��ai►"�' . �d I' `> ■❑_ I � _ -I' ----- — -- _ ►�0��♦ >!��_►490! i� r!??!►! i�A .'4��i'�ji►�.,�'�aa��di�t.yl�� ;, ,. I ►�� of�`a�.o'4,a�p�L�®'��.�.a�'a►no;�F►� � -:�� srs��Fo��:� +�� OVERALL BUILDING PLAN SCALE: 32" " =1'-0 SCALE: 1/32"=1'-0" MNORTH 32' 0' 16' 32' 64' AREA OF NEW WORK - 2020 SHEET 3 SYM CNT POSITION FINISH TEMP K NPT SIN I MFG. ESCUTCHEON Q 63 PEND WHITE 155 5 6.: 1/2" V3802 VICTAULIC CONCEALED QO 4 UPR BRASS 155 5 5' 1/2" V28-34 VICTAULIC EXPOSED 6' TOTAL SPRINKLEPS PROJECT INFORMATION NAME: WA-LMART STORE # 706 ADDRESS: 7631 GALL BLVD ZEPHYRHILLS, FL 3351 PROJECT DESCRIPTION PROVIDE A WET TYPE SPRINKLER SYSTEM FOR THE BUILDING ADDITION SQUARE FOOTAGE AREA NAME: CLINIC: 6,600 SQ. FT. HAZARD INFORMATION BUSINESS: LIGHT HAZARD 0.10 GPM / 1,500 SQ. FT. CODES AND STANDARDS NFPA 13 (2019) BUILDING OCCUPANCY BUSINESS GROUP B CLINIC, OUTPATIENT CONSTRUCTION TYPE IBC : TYPE IIB NFPA: TYPE II (000) BUILDING OWNER WALMART, INC 7020 SW 8TH STREET BENTONVILLE, ARKANSAS 72712 479.866.5337 ARCHITECT GIATTINA AYCOCK ARTITECTURE STUDIO INC. 2625 5TH AVENUE NORTH, BUILDING C BESSEMER, AL 35020 JAMES AYCOCK 205.515.9677 JAYCOCK@GASTUDIO.COM ENGINEER SMITH MECHANICAL CONSULTING ROGER SMITH, PE MOBILE, ALABAMA 251.402.1364 ROGER@SMITHMECHANICALCONSULTING.COM MMEW CITY OF ZEPHY LLS FIRE AND UFE SAFETY EXAMI ALL WORK SHALL COMPLY WITH NFFA CODES AND STANDARDS _L_ I I SAPr't�1Y EX -PRESS ANCHOR ALL THREAD ROD PIPE RING SAiv MY EX-PPRt- SS ANCHOR # 0 1 H A N DER - i Ti I DRAWING NOTES 1. DESIGN PER NFPA 13 (2019). 2. SPRINKLERS SHALL BE SPACED PER THEIR LISTING. 3. SPRINKLERS ARE NOT REQUIRED IN THE NON COMBUSTIBLE ATTIC PER 9.2.1. 4. ALL PIPING TO BE INSTALLED WITHIN THE HEATED ENVELOP AND PROTECTED FROM FREEZING BY OTHERS. 5. SYSTEM DESIGN PER THE DENSITY/AREA METHOD PER 19.3.3.2. AREA REDUCTION WAS NOT USED. 6. QUICK RESPONSE SPRINKLERS ARE TO BE USED THROUGHOUT THE BUILDING ADDITION. 7. PIPING TO BE BLACK STEEL SCHEDULE 40 PIPE 8. DIMENSIONS ON PIPE INDICATE CUT LENGTHS FITTINGS, WELDS AND/OR END OF PIPE. 9. HILLER SYSTEMS TO BEGIN AT POINT AS INDICATED ON DRAWING. HANGER NOTES 1. DESIGN PER NFPA 13 (2019). 2. MAXIMUM SPACING FOR STEEL PIPE IS AS FOLLOWS 1" AND 1j" - 12'-0" 1 j" AND ABOVE - 15-0". 3. A HANGER IS REQUIRED WITHIN 3'-0" OF THE END OF A BRANCH LINE. 4. ARMOVERS GREATER THAN 2'-0" REQUIRES A HANGER. 5. PIPES GREATER THAN 6'-0" IN LENGTH REQUIRES A HANGER. Calculation results for Design Area 1 - Dental Area This system as shown on Hiller Systems company print no dated 11 Nov20 for Retail Clinic at 7631 Gall Blvd contract no JD 2035 is designed to discharge at a rate of 0.1 gpm/ft2 (L/min/m2) of floor area over a maximum area of 1500 ft2 when supplied with water at a rate of 251.1 qpm at 30.6 psi at the base of the riser. Hose stream allowance of is included in the above. Occupancy classification: Office Number of heads flowing: 16 Commodity classification: System Type: Wet Maximum storage height: Maximum velocity: 9.65 ft/s Flow from In -Rack sprinklers: 0 gpm Pressure Required at Source: 39.5 psi Flow from Overhead sprinklers: 251.1 gpm Pressure Available at Source: 52.8 psi Flow from Inside Hoses: 0 gpm Surplus Pressure at Source. 13.3 psi Flow from Outside Hoses: 0 gpm Design Area 1 Wet System Other fixed flows: 0 qpm Dental Area Total flow in system piping: 251.1 gpm Demand Calculations using Hazen -Williams Method Additional flow at/beyond source: 100 qpm Occupancy Classification Office Total of all flows: 351.1 gpm Design Area Density 0 1 Additional Outside Hose 100 Design Area Size: 1500 Notes: WA oo� 0 4-9 o a NEW SYSTEM: 2021 Data for Hydraulic Nameplate 6 Location: ZONE 5- CLINIC No. of Sprinklers : 16 Basis of Design 1. Density : 0.10 2. Design area : 1500 System Design 1. Water flow rate : 251.1 gpm 2. Residual pressure at the base of the riser : 30.6 psi WATER SUPPLY SITE SURVEY SUMMARY LOCATION: ZEPHYRHILLS, FL STORE NUMBER: 0706 SURVEYOR: VICTOR CAI DATE PREPARED: 10-21-2020 WATER SUPPLY SITE INFORMATION RAW WATER FLOW TEST DATA: STATIC: 55 PSI RESIDUAL: 40 PSI FLOW: 993 GPM DERIVED FROM WATER REPORT SUPPLIED BY: TELGIAN WATER SUPPLY IS AVAILABLE AT: STATIC HYDRANT EFFECTIVE POINT AT: CONNECTION TO YARD MAIN DATE/TIME OF TEST: 03/18/2019 FLOW TEST ELEVATION: 150' AMSL BUILDING PAD ELEVATION: 150' AMSL FLOW TEST WITNESSED BY: ZEPHYRHILLS UTILITIES DEPARTMENT SCALE: 1/4"=1'-0" 40' 2' 4' 8' i PIL1._i-la c rS D,,1S ` Rt1 POINT Eft r r>i (;iJ✓W.L , . UF'W!NG AN+? AF' � 6'x ++ P " 1, !";',' ,'? tr t_i!Ji; i t ` 1 C� I i -ENV ' „ f SPOO F'IE+ _ . ... __._ _ ._ ... _. _ ._..... ... .. _._ __ . ( 1 __ 2 j (4 4"( ( O V E B 11 1 F- i t A, I [5; At' VIC:IAULi C RO E E I. 7 1 1i; € SE P, C H i K VALVE . ........ .___... .__.._ 4„ WATER FLC3`0� Sg`�I-101 _._ �7 2 X i " 5Gt -� 4 SPOOL L`Ir� , E (NUN Z_ )p!L t; 1() RETAIL C LIMO � LC E YlSTI J(? IIPJ' F R `<<Jlllir. F -- - PLY Y 1 l F3l Il. t.'I�J` J - - _._.. ... . -- --- EXi`." Tli11 3 I)EFE t; t (,11F .,K BAC"KEL ! W i`F E EN FF 0 - -- -- - - - 110] Ekl 1J� a�<aE�f' r IFC T1L; �AtVE XISTING l 1AINf D f. PRI_NaFR HEADER ._ _ __ ___ F! E_XISTIN, 4 E_INE AJiJI:) CHECK AL�VE OU 10 F-C:, - _ __ 13 E XIS HNC 4 F S Ei _011E 1 O EXISTILT, 41' RIrER -- ()F'dr_ 2______. U _ ._ . _ __ ___ __ --_-_ _ .____ ----- . _. 15; F �I5T1r1 4 L E`,E R ZONE 3 i -� -- __.-. . J [17 , 11 EXIS rI R1' R Z()�E MNORTH \�,_`4,/ ffN ft41 [1_-51 �_61 ff] 075 RISER DETAIL SCALE: 4" = 1'-0" SYM CNT POSITION FINISH TEMP K NPT SIN MFG. ESCUTCHEON Q 63 PEND WHITE 155 5.60 1/2" V3802 VICTAULIC CONCEALED 0 4 UPR BRASS 155 5.60 1/2" V2804 VICTAULIC EXPOSED 67 TOTAL SPRINKLERS Z ;o RISER AREA SCALE: a"=11-011 D 66073 10-FP-JD2035 DRAWING NOTES HANGER NOTES • No • • m ~ • off " m 2. SPRINKLERS SHALLIBE(SPACED PER THEIR LISTING. 2. MAXIGN MUMESPACNG FOR2STEEL PIPE IS AS FOLLOWS SCALE. g"=1'-011 3. SPRINKLERS ARE NOT REQUIRED IN THE NON 1" AND 1i" - 12'-0" COMBUSTIBLE ATTIC PER 9.2.1. 1 j" AND ABOVE - 15'-0". 4. ALL PIPING TO BE INSTALLED WITHIN THE HEATED 3. A HANGER IS REQUIRED WITHIN 3'-0" OF THE END ENVELOP AND PROTECTED FROM FREEZING BY OF A BRANCH LINE. SCALE: 1 /8"=1'-O" OTHERS. 5. SYSTEM DESIGN PER THE DENSITY/AREA METHOD 4. ARMOVERS GREATER THAN 2'-0" REQUIRES A 8' O' 4' 8' 16' PER 19.3.3.2. AREA REDUCTION WAS NOT USED. HANGER. 6. QUICK RESPONSE SPRINKLERS ARE TO BE USED 5. PIPES GREATER THAN 6 -0 IN LENGTH REQUIRES THROUGHOUT THE BUILDING ADDITION. A HANGER. 7. PIPING TO BE BLACK STEEL SCHEDULE 40 PIPE 8. DIMENSIONS ON PIPE INDICATE CUT LENGTHS SYM CNT POSITION FINISH TEMP K NPT SIN MFG ESCUTCHEON 0 63 PEND WHITE 155 5.60 15,60 1 1/2" V3802 VICTAULIC CONCEALED QO 4 UPR BRASS 155 1/2" V2804 VICTAULIC EXPOSED FITTINGS, WELDS AND/OR END OF PIPE. 67 TOTAL SPRINKLERS9. HILLER SYSTEMS TO BEGIN AT POINT AS INDICATED ON DRAWING. D 66073 10-FP-JD20,35 PKEt-At3K1UA I LU h SYSTEM AND CL UNITIZED CUF SECTION A MM=A001r1A-rMn HIGH ROOF A 17'- 6" LOW ROOF 12'- 0" F. F. d 01-011 IF SECTION B BUILDING SECTION SCALE: 8 11=1 @-oil SCALE: 1/8"=1'-0" 81 01 4' 81 16' of F.F. -011