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_L_ I <br />I <br />SAPr't�1Y EX -PRESS ANCHOR <br />ALL THREAD ROD <br />PIPE RING <br />SAiv MY EX-PPRt- SS ANCHOR <br /># 0 1 H A N DER <br />- <br />i <br />Ti I <br />DRAWING NOTES <br />1. DESIGN PER NFPA 13 (2019). <br />2. SPRINKLERS SHALL BE SPACED PER THEIR LISTING. <br />3. SPRINKLERS ARE NOT REQUIRED IN THE NON <br />COMBUSTIBLE ATTIC PER 9.2.1. <br />4. ALL PIPING TO BE INSTALLED WITHIN THE HEATED <br />ENVELOP AND PROTECTED FROM FREEZING BY <br />OTHERS. <br />5. SYSTEM DESIGN PER THE DENSITY/AREA METHOD <br />PER 19.3.3.2. AREA REDUCTION WAS NOT USED. <br />6. QUICK RESPONSE SPRINKLERS ARE TO BE USED <br />THROUGHOUT THE BUILDING ADDITION. <br />7. PIPING TO BE BLACK STEEL SCHEDULE 40 PIPE <br />8. DIMENSIONS ON PIPE INDICATE CUT LENGTHS <br />FITTINGS, WELDS AND/OR END OF PIPE. <br />9. HILLER SYSTEMS TO BEGIN AT POINT AS INDICATED <br />ON DRAWING. <br />HANGER NOTES <br />1. DESIGN PER NFPA 13 (2019). <br />2. MAXIMUM SPACING FOR STEEL PIPE IS AS FOLLOWS <br />1" AND 1j" - 12'-0" <br />1 j" AND ABOVE - 15-0". <br />3. A HANGER IS REQUIRED WITHIN 3'-0" OF THE END <br />OF A BRANCH LINE. <br />4. ARMOVERS GREATER THAN 2'-0" REQUIRES A <br />HANGER. <br />5. PIPES GREATER THAN 6'-0" IN LENGTH REQUIRES <br />A HANGER. <br />Calculation results for Design Area 1 - Dental Area <br />This system as shown on Hiller Systems company print no dated 11 Nov20 <br />for Retail Clinic at 7631 Gall Blvd <br />contract no JD 2035 is designed to discharge at a rate of 0.1 gpm/ft2 (L/min/m2) of floor area over <br />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. <br />Hose stream allowance of is included in the above. <br />Occupancy classification: Office Number of heads flowing: 16 <br />Commodity classification: System Type: Wet <br />Maximum storage height: Maximum velocity: 9.65 ft/s <br />Flow from In -Rack sprinklers: 0 gpm <br />Pressure Required at Source: <br />39.5 psi <br />Flow from Overhead sprinklers: <br />251.1 gpm <br />Pressure Available at Source: <br />52.8 psi <br />Flow from Inside Hoses: <br />0 gpm <br />Surplus Pressure at Source. <br />13.3 psi <br />Flow from Outside Hoses: <br />0 gpm <br />Design Area 1 <br />Wet System <br />Other fixed flows: <br />0 qpm <br />Dental Area <br />Total flow in system piping: <br />251.1 gpm <br />Demand Calculations using Hazen -Williams Method <br />Additional flow at/beyond source: <br />100 qpm <br />Occupancy Classification Office <br />Total of all flows: <br />351.1 gpm <br />Design Area Density 0 1 <br />Additional Outside Hose 100 <br />Design Area Size: 1500 <br />Notes: <br />WA <br />oo� <br />0 <br />4-9 o a <br />NEW SYSTEM: 2021 <br />Data for Hydraulic Nameplate 6 <br />Location: ZONE 5- CLINIC <br />No. of Sprinklers : 16 <br />Basis of Design <br />1. Density : 0.10 <br />2. Design area : 1500 <br />System Design <br />1. Water flow rate : 251.1 gpm <br />2. Residual pressure at <br />the base of the riser : 30.6 psi <br />WATER SUPPLY SITE SURVEY SUMMARY <br />LOCATION: ZEPHYRHILLS, FL STORE NUMBER: 0706 <br />SURVEYOR: VICTOR CAI DATE PREPARED: 10-21-2020 <br />WATER SUPPLY SITE INFORMATION <br />RAW WATER FLOW TEST DATA: <br />STATIC: 55 PSI RESIDUAL: 40 PSI FLOW: 993 GPM <br />DERIVED FROM WATER REPORT SUPPLIED BY: TELGIAN <br />WATER SUPPLY IS AVAILABLE AT: STATIC HYDRANT <br />EFFECTIVE POINT AT: CONNECTION TO YARD MAIN <br />DATE/TIME OF TEST: 03/18/2019 <br />FLOW TEST ELEVATION: 150' AMSL <br />BUILDING PAD ELEVATION: 150' AMSL <br />FLOW TEST WITNESSED BY: ZEPHYRHILLS UTILITIES DEPARTMENT <br />SCALE: 1/4"=1'-0" <br />40' 2' 4' 8' <br />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 <br />t ` 1 C� I i -ENV ' „ f SPOO F'IE+ <br />_ . ... __._ _ ._ ... _. _ ._..... ... .. _._ __ . <br />( 1 __ 2 j <br />(4 4"( ( O V E B 11 1 F- i t A, I <br />[5; At' VIC:IAULi C RO E E I. 7 1 1i; € SE P, C H i K VALVE <br />. ........ .___... .__.._ <br />4„ WATER FLC3`0� Sg`�I-101 <br />_._ <br />�7 2 X i " 5Gt -� 4 SPOOL L`Ir� , E (NUN Z_ )p!L t; 1() RETAIL C LIMO � <br />LC E YlSTI J(? IIPJ' F R `<<Jlllir. F <br />-- - PLY Y 1 l F3l Il. t.'I�J` J <br />- - _._.. ... . <br />-- --- <br />EXi`." Tli11 3 I)EFE t; t (,11F .,K BAC"KEL ! W i`F E EN FF 0 <br />- -- -- - - - <br />110] Ekl 1J� a�<aE�f' r IFC T1L; �AtVE <br />XISTING l 1AINf D f. PRI_NaFR HEADER <br />._ _ __ ___ <br />F! E_XISTIN, 4 E_INE AJiJI:) CHECK AL�VE OU 10 F-C:, - _ __ <br />13 E XIS HNC 4 F S Ei _011E 1 O <br />EXISTILT, 41' RIrER -- ()F'dr_ 2______. U <br />_ ._ . _ __ ___ __ --_-_ _ .____ <br />----- . _. <br />15; F �I5T1r1 4 L E`,E R ZONE 3 i <br />-� -- __.-. . J <br />[17 , 11 EXIS rI R1' R Z()�E <br />MNORTH <br />\�,_`4,/ <br />ffN ft41 [1_-51 �_61 ff] 075 <br />RISER DETAIL <br />SCALE: 4" = 1'-0" <br />SYM <br />CNT <br />POSITION <br />FINISH <br />TEMP <br />K <br />NPT <br />SIN <br />MFG. <br />ESCUTCHEON <br />Q <br />63 <br />PEND <br />WHITE <br />155 <br />5.60 <br />1/2" <br />V3802 <br />VICTAULIC <br />CONCEALED <br />0 <br />4 <br />UPR <br />BRASS <br />155 <br />5.60 <br />1/2" <br />V2804 <br />VICTAULIC <br />EXPOSED <br />67 TOTAL SPRINKLERS <br />Z <br />;o <br />RISER AREA <br />SCALE: a"=11-011 <br />D 66073 10-FP-JD2035 <br />