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3 r k architecture I design <br /> NOTE: 265 Winslow Way East <br /> 1. THIS DETAIL IS SHOWN FOR BASIS <br /> OF DESIGN ONLY.FINAL FINISHES& suite 202D <br /> COLORS PER POOL CONTRACTOR& <br /> OWNER. Bainbridge Island <br /> 2. ALL DRAWINGS,CALCULATIONS, 18mm Gap <br /> MECHANICALS AND OTHER Washington 98110 <br /> Im <br /> REQUIREMENTS FOR py3'-0" <br /> APPROVAVPERMIT PER POOL telephone <br /> CONTRACTOR. <br /> PRODUCT IMAGE 2(J 6 8 4 2 1 2 5 3 <br /> SAWCUT CONCRETE AT BACK <br /> OF POOL WALL IF REQUIRED 108mm <br /> NOTES e-mail <br /> CONCRETE POOL COPING,FINISH&COLOR LIU11WASH CONCRETE POOL 1. FIRE BOWL:LEGACY ROUND FIRE BOWL 160mm <br /> TO MATCH POOL DECK,THICKNESS& DECK,REFER TO TYP.DETAIL (PRODUCT#FGLEGRD36X15-FB f r a n k@ 3 r k a r c IF i t e c t u r e.c o m <br /> OVERHANG PER LOCAL POOL CODE SIZE:36"DIA.x 15"H. <br /> COLOR&FINISH:EVENING STORM f a DESIGN PROFESSIONAL STAMP <br /> NATURAL CONCRETE r <br /> PLAN VIEW 5823 REGISTERED <br /> X�_X �X °X-," AVAILABLE FROM: <br /> ARCHPOT H I T E C T <br /> } <br /> (714)895-3359 <br /> WWW.ARCHPOT.COM <br /> - _ - _ - _ _ _ _ - 2. INSTALL IN ACCORDANCE W/ AN N <br /> III-iii-Ill-ifi-IIHII-IIHII-IIHII-IIHII-III MANUFACTURER'S INSTRUCTIONS <br /> STA OF WASHINGTON <br /> Tli- -llTl I�TR�Zi�TR�1ii�- II�TR�1ii�TR�iiim 7100mm <br /> 3. PROVIDE EMERGENCY SHUT OFF&GAS - <br /> EXISTING POOL WALL TIMER FOR GRILLS,OBTAIN OWNER 777 <br /> APPROVAL OF LOCATION <br /> 4.PROVIDE PRODUCT INFORMATION AND <br /> MATERIAL SAMPLES TO OWNER'S ELEVATION N <br /> REPRESENTATIVE FOR APPROVAL. 5 O Q <br /> Pool Coping Fire Bowl Glass Spigot Photo <br /> 5 14_ 4 -D" 3 E n 6i <br /> a > cO <br /> GLAZED WALL SYSTEM AND ANCHORAGE SHALL BE DESIGNED Z Q co <br /> FOR MINIMUM WIND LOADING PER IBC SEC 1609.1 AND ASCE >a N <br /> 7-16 CHPT 26. CONCRETE ANCHORS SHALL BE DESIGNED PER w H w <br /> 8' o <br /> IBC SECTION 1901.2 AND ACI 318-14 SEC 17.2.3.4.3. SPECIAL ;o <br /> INSPECTION REQUIRED FOR POST-INSTALLED ANCHORS PER _j G w <br /> IBC TABLE 1705.3 ITEM(4). w �• <br /> ' W <br /> Q W^ <br /> W; <br /> 12 GLASS PANELS 58"X 59"X 1/2" �I w w <br /> 3"GAP BETWEEN PANELS EXTENDS 60"PAST WROUGHT IRON GATE r- 0L <br /> TWO LUKLOY 1 PIECE 304 5TAINLF-55 5QUARE GLASS SPIGOTS PER PANEL <br /> SAFETY GLAZING <br /> LL <br /> PER IBC SEC 2406.4.5 I- t O w O <br /> co <br /> ROCKERY ' . 1 <br /> NEW 9i 1t1 L ` W <br /> 3 \/ ROCKERY SEWE WTRY GA E <br /> /\ SEE DET M2IA2 tf <br /> '3 \ 4 i J <br /> -12 OPENINGS SHALL NOT V) 2 >� <br /> VIF <br /> PASS A 4"SPHERE PER z <br /> %min <br /> mh f F mBx <br /> __ WAC 246-260-031(4)(D)(I)• N W <br /> 5%mim <br /> VIF . 7501 ne' <br /> --- � mn• <br /> MIN 72"PER WAC <br /> 246-260-031(4)(C). a � � Q <br /> ,5%.min1 - EXISTING O <br /> UJ <br /> VIF. 15%min8 ■ 1)1 T � \ <br /> VIF + I 1 / <br /> EXISTING \ ' - <br /> urvoscnRE GLASS RAILING <br /> 7 d - e i $ ANDDET COPING <br /> i� 1,5%mIn VIF <br /> 15V F n / <br /> / LS <br /> ANCHOR TO CONCRETE PER VENDOR'S STRUCTURAL CONSTRUCTION SET <br /> DESIGN, STAMPED BY LICENSED PROFESSIONAL <br /> LICENSED IN THE STATE OF WASHINGTON DATE:3.13.23 <br /> REVISIONS: <br /> �, Glass Railing Plan �2 Glass Spigot Detail <br /> A3. 0 <br /> 0 3 IrI k architecture I design 3.1 3.2 3 <br />