Loading...
HomeMy WebLinkAboutBLD-17-0025421 2 3 I I I i,CENTER TO CENTER DIMENSIONS HAVE BEEN qiO' BOR REQUIRES 1165 GPM@28.1 PSI r 2 _203 '216r Al y-3 q8 A2 3-3 A3 3-,5 I�+r A4 2a 3-5 20-26 6 y5, 100 REMOTE A 2000 DENSITY GaM/sa rT..476ALL0Wk4CE 106 - OUTSIDE HOSE ALLOWANCE 500 112 i 12-6i I 0 T I 12 fi S TOTAL SYSTEM I Do Psl 1664.8r -PM AT REQUIREMENTS: 41.3 . WATER MAIN TAP 5 i P-1 «o O CMD 4 _ -J h1jAF4,1 A -J 0 A Co CO 101 A 1 7 - I p ry I p L1 a, — I 1 1 SIDEWAM UNDER D " b 114 1,J 121 ' b 2+2 2+2 L4 2+2 2+2 0-6 0-6 0-5 2 — •1 1 1• . 1 1.1• . +2 PIC&L ° +2 as A o s 6 zo-s ✓ « p « e LEM -.. �E -��12') - a l2"J 1��� - 1 2+2 2+2 6 2+2 2+2 1 03 2,2 2_ pr 2028 A 2016 los�- I 'j 'N 116 �72"� 123 12", SIDEWALL UNDER D I 104 110 iv m' iv m °111°111°11 117 124 �� TE 212 1-61 a 2-T2 N n m « SOFFIT - ^ --- o I I105 A 111 na 0 A �--- ,a I C7 0- ?r 9-912 C2 1 72-r0 5 C3 ?r 12-6, C4 2r 8-0 �3z �3z �3z �3z � o L2 ® ® -SECURM CHEMICAL CONTAINMENT STORED IN CASES OF 1 GAL CONTAINERS e ® 2' 4' 6' 8' 10' 12' 14' 16' 18' 44.5 SOFT. PROTECTED NTH A SINGLE K25.2 PENDENT HYDRAULIC DESIGN INFORMATION Q AREA BOR REQUIRES 1165 GPM@28.1 PSI r 2 2 q8 1 CODE NFPA 13 HAZARD 1 H' RACK �E M WET ya a 20-26 6 y5, DENSITY GPM/S0. FT.r2O REMOTE A 2000 DENSITY GaM/sa rT..476ALL0Wk4CE INSIDE HOSE 0 OUTSIDE HOSE ALLOWANCE 500 AREA PER sPwNKLER:100 1Y` I I 12-0 \ I 12 fi S TOTAL SYSTEM I Do Psl 1664.8r -PM AT REQUIREMENTS: 41.3 . WATER MAIN TAP 5 BOR REQUIRES 1165 GPM@28.1 PSI r 2 2 q8 5,2 Iy � ,2 A7 ya a 20-26 6 y5, DENSITY GPM/S0. FT.r2O INSIDE HOSE ALLOWANCE O 2-6 6F-1 14-0 846 1Y` I I 12-0 \ I 12 fi S PSI 5551GPM AT REQUIREMENTS: 33.8 . WATER MAIN TAP I Do W x 5 i P-1 O CMD 4 p h1jAF4,1 o 0 � Co CO A p 1 - I p ry I p I 1 1 U b 1,J - ' b 2+2 2+2 L4 2+2 2+2 0-6 0-6 0-5 2 — •1 1 1• . 1 1.1• . +2 +2 — ° +2 as A o s 6 zo-s r ' I 111�1111�1111� 1��� - 1 C7 U L2 2 2 s o- Iy � ,2 .-6 A a 20-26 REMOTE AREA 934 DENSITY GPM/S0. FT.r2O INSIDE HOSE ALLOWANCE O D 6F-1 S0. FT. 1Y` I 1Y-6' fi N i}1 -1 2 J 2 N 42+2 N A N C71 Ki ■1�@NG TILES IN VESTIBULE FILE COPY ' 1 TO GRID I[CR M HYDRAULIC DESIGN INFORMATION AREA NUMBER2 cODENFPA 13 ,1 1 tea' ; PE"WET a REMOTE AREA 934 DENSITY GPM/S0. FT.r2O INSIDE HOSE ALLOWANCE O OUTSIDE HOSE ALLOWANCE 250 AREA PER SPRINKLER 120 S0. FT. E � \ TOTAL SYSTEM 0[-F01MEIElINral1■NJI PSI 5551GPM AT REQUIREMENTS: 33.8 . WATER MAIN TAP CO Do W x 5 � P-1 O CMD 4 p z o 0 � Co CO E- W I 1 1 U 1 la' a •1 1 1• . 1 1.1• . �l�l ° Till ° lii�l 1 s r I • 1 1 r ' I 111�1111�1111� 1��� - 1 °111°111°11 �� TE VINYL m SOFFIT I o °II�1°111°111°�I� � o 0 'Ira Ki ■1�@NG TILES IN VESTIBULE FILE COPY ' 1 TO GRID I[CR M HYDRAULIC DESIGN INFORMATION AREA NUMBER2 cODENFPA 13 HAZARD Ordinary II ; PE"WET a REMOTE AREA 934 DENSITY GPM/S0. FT.r2O INSIDE HOSE ALLOWANCE O OUTSIDE HOSE ALLOWANCE 250 AREA PER SPRINKLER 120 S0. FT. E � \ TOTAL SYSTEM a PSI 5551GPM AT REQUIREMENTS: 33.8 . WATER MAIN TAP CO BOR REQUIRES 305 GPM@ 30.8 PSI © @ WHITE VINYL WIRE SIGN SOFFIT VIA T/C .--------------------------------- 1-1----------------------------------_--___-__-_ __-_------__-_-_--- � 1 i 1 -------------'----- EXETING - - - - -L --' >r STREET MW Ca{w HwT 1� .. NEW 62' FEED ww. an P Sys r�yF51 - CrA Irw •am« vla.'d,p 6lmamp a GENERAL NOTES 1.) ALL MATERIAL USED IS UL AND/OR FM APPROVED AND IN ACCORDANCE WITH THE 2013 NFPA-13 STANDARD. 2.) ALL PIPE 1 1/2" OR LARGER SHALL BE LIGHTWALL SCH. 10 U.N.O. 3.) ALL PIPE 1 1-1/4" OR SMALLER SHALL BE STANDARD WALL SCH. 40 U.N.O. 4.) FITTINGS TO BE AS FOLLOWS: C.L FLG'D & SCP.EWED-WARD/EQUAL KL & GROOVED-VICTAULIC/EQUAL 5.) EXISTING RISER AND MAINS TO REMAIN 6.) HEAD LOCATIONS ARE ONLY A GRAPHIC REPRESENTATION NOT MEANT FOR CENTER OF TILE 7.) NON OFFICE AREAS ARE DESIGNED FOR STORAGE OF CLASS 1-4 COMMODITIES OF OPEN RACKS UP TO 18' 8.) O INDICATES HYDRAULIC REFERENCE POINT g.) + DENOTES CENTERLINE OF PIPE ABOVE FINISHED FLOOR 10.) U.N.O. DENOTES UNLESS NOTED OTHERWISE 11.) WIRING OF ELECTRICAL DEVICES IS BY OTHERS 12.) ALL PIPING TO BE HUNG AS PER 2013 NFPA-13 13.) INSTALLATION TO CONFORM TO 2013 NFPA-13 13.) AREA TO BE USED FOR STORAGE OF CLASS 1-4 UP TO 18' ON OPEN RACKS D:«m SuNae4lor Ccn " .con ^•..-:.-. - NON COMBUSTIBLE CANOPY\ TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR OWISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF'AS BUILT' COMPLIANCE. A DATE; 16 BUILDING OFFI - idGL AND FIRE TOWN OF YARMOUTH REVIEWED FOR CODE COMPLIANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF'AS BUILT COMPLIANCE. DATE: ,1 I I'M& 1 INSPE TO ��— The front section of the building will be used as retail space selling heating supplies. The rear section will be shipping/receiving and storage of the heating supplies. The design accounts for the storage of class 1-4 commodities on open racks up to 18'-0" with 4'-0" aisles. Per table 16.2.1.3.2 figure 16.2.1.3.2 (d) should be used for non -encapsulated storage of this commodity. Curves G & H are allowed and figure 16.2.1.3.4.1 may be applied. 16.2.1.3.2 G requires .58 GPNV2000 sq.ft. Table 16.2.1.3.4.1 allows 82 % thus reducing total demand to .475 GPM / 2000 sq.ft. THE BUILDING IS NEW CONSTRUCTION TYPE IIIA METAL TRUSS AND WALLS Scott D. Henderson y�.. Sy OF 2016.11.02 s FIREPROlEC110M H �G 10:57:24 '00'0412ff In I Eno 121rV50 NIA IM — BULDIND Hf. W4' " -INSULATED ALUMINUM i O b 0 O a � W E � \ co a CO Do W x 5 � P-1 O CMD 4 p z o 0 � Co CO E- W U 0 O � W O \ CO Do W x 5 � P-1 CMD 4 p z o 0 E- W