3623 HOYT AVE 2017 Plans 2022-11-23

. . . . � o��A��I�S � . Y BUiLDING CODE: 7. PROV{DE 3"x3"x0.229" WA5NER5 AT ALL ANCNOR BOLTS. CONCRET� 2015 fNTERNATIONAL BUILDING CODE 8. PROVIpE PROPERLY SIZ�D WASNERS UND�R HEADS AND NUTS OF ALL I . ALL CONCRET� UNLESS OTf1ERWISE NQT�D SNALL BE REGUTAR � � FLOOR LOAD: BOLT� AND LAG SCREWS BEARING ON WOOD. WEIGHT FiARD ROCK TYPE ( 1 50 PCF) AGGREGAT�S ShALL CONFORM TO G I N � � E.: DEAD LOAD: 1 2 psf ASTM C33 WITt1 PROV�N SHRINKAGE CNARA�TERISTICS OF LESS TNAN �h` LIVE LOAD: 40 p5f 9. BOLT NOLES Sf1ALL BE NC�M(NAL D(AMETER OF BOLT PLUS l/ I 6° 0.05%Q. UNL�SS OTHERWlSE NOTED. lAG BOLT PILOT HOLES 5t1ALL B� . I�OC7F LOAD: PRE-DRILLED TO 60% OF TI-1E NOMINAL DIAMETER OF Tl-1E LAC� BOLT 2. ALL CONCRETE DESIC�N IS BASED ON A 28 DAY COMPRES5IVE � DEAD LOAD: I 5 p�f UNLESS OTf1ERW15E NOTED. STREN�TH (f'c) OF 2500 PSE. WNERE 3000 PSI CONCRETE 15 REQUIRED � � FtAT ROOF SNOW LOAD: 25 psf BY TNE BU{LDING DEPARTMENT FOf� W�ATt1ERING PURPQSES ONLY, NO � m SNOW EXPOSURE FACTOR (Ce): � .p I O. AL,L SfLL PLAT�S SNALL BE BOLTED TO THE FOUNDATION WtTH 5l8" SPEC(AL INSPECTiON IS REQUIR�D. U � SNOW LC3AD iMPORTANCE �ACTOR ((s): f .0 MINIMUM DIAMET�R BOLTS SPACED AT 48" O.C. MPJCIMUM SPACING O N (EMBED 7" MiNIMUM INTO CONCRETE OR MASONRY). SEE PLANS AND 3. ALL CONCRETE W(Tt1 A DESIGNATED COMPRE55fVE STRENGTN � � � � TN�I�MAL. �ACTQR (Ct): I .Q cn > � � DETA11_5 FOR SPECIFIC REQUIR�MENTS WNER� OCCUR. EJCCEEDING 2500 PSf ShALL fZEQU(RE SPECIAL INSPECTION BY AN �[ � m � o WIND DE51GN DATA: INSPECTOR APPROVED BY TNE BUILDING D�PARTMENT AND TN� � - � � I t . A1.L FRAMING LUMBER IN CONTACT WITt1 MA50NRY C?R CONCRETE ENGINEER. � � � `� � I . BA�IC WfND SPE�D: 1 I 0 MPt1 5HAL1.. 8� PR�55URE TR�ATED, (SE� NOTE I FOR MINIMUM GRADE -- � � � �; 2. WIND IMP�RTANCE FACTOR (!w): I .� (NFORMATION) � � a � -� 4. CEM�NT SNALL CONFORM TO ASTM C I 50, TYP� (, C5A NORMAL. 4� o � � N BUILDING CATECORY: II , � d N �o � 3. W I N D E X P C?S U R E: B I 2. E X T E R I O R S T U D W A L L S S H A L L B E 2 X G @ 1 6 O.C.. U N L E S S N O T E D 5. M A X I M U M S L U M P S N A I�L N O T E X C E E D 4 I N C h E S I N F L A T W O R K. 4. INTERNAL PR�SSURE COEFFlCIENT: NA OTHERWISE. lNTERtOR STUD B�ARING WALLS St1ALL BE CONSTRUCTED � � w � 5. A P P L I C A B L� W I N D P R E S S U R E F O R U5(NG 2X� @ I 6" O.C. AT UPPER TWO FLOOf�S AND EITNER 2X6 @ I 6" �;. PIACEM�NT O� CONCRETE ShA�L BE IN CONFORMANCE WITt1 ACI � � CQMPONENTS RND CLADDING: NA O.C. OR 3X4 @ I 6" O.G. BE�OW TOP TWO FLOORS. STUD NONBEARING 30 � , v � 6. Kzt: I .00 WALL`� SHALL BE GONSTRUCTED USING 2X4 @ 24" O.C.. UNLE55 NOTED � Q OTt1EI�WISE. 5�E NOTE ! FOR LUMBER GRADES OF STUDS AND PIATES. 7. MINIMUM CONCRETE COVERAGE OF REIN�ORCING STEEL FOR FORMED -►-�� `� �E�IMIC D�SlGN DATA: WORK St1ALL BE AS FOLLOWS: � I . 5E15MIC fMPORTANCE FACTOR: I .0 I 3. F�AMINGANCNQRS FOR JOISTS, PURLINS AND POSTS St1ALL BE EXT�RIOR WALLS, EXPOSED TO W�ATt1�R: 1 �/2° SEISMIC U5E GROUP: ( SIMPSON, UR APPROVED EQUAI�. APPROVAL MUST B� OBTAINED IN �XP05�D TO EARTN UR W�ATHER (#5 OR SMALLER): I /2" 2. SPECTRAL RESPONSE ACG�LERATfON (5s): ! 33.J% WRITING PRIOR TO fNSTALLATION. FILL ALL FASTENER riOLES WIT�1 EXPQSED TO EARTl1 OR WEATF'lE(Z (#6 OR LARGER): 2" 3. �ITE CLASS: D (A55UMED) FAST�NER TYPES (NAI�S, BQLTS, ETC.), S(ZES, AND QUANTITIES AS *NOTE: GONCRETE CAST AGAINST GROUND St1ALL NAVE 3" M(NIMUM 4. SPECTRAI. RESPONSE COEFF(CfENTS (5os): 89.3% SPEC{FI�D BY T�-1E MANUFACTUREfZ. COVERAG� 5. SEISMIC DESIGN CATEGORY: D I � I � 6. BAStC S�iSMIC-FORCE-RE515TING SYaTEM: SN�ARWALLS I �. RIM JOfST !S TO BE 1 1 #4 ° L5L MINIMUM. 8. PIPES OTHER Tt1RN ELECTRICAL CONDUITS SNALL NOT BE EMB�DDED 7. DESIGN BASE SNEAR: 7 I 64 ib5 IN STRUCTURAL GONCRETE EXCEPT WhER� SPECI�{CALLY APPROVED. I 1 I I 8. SEISMIC RESPONS� CUEFF{CIENT (Cs): 0.096 I 5. CONTACT Tt115 OFFICE PRIOR TO MAKING ANY CNAN�ES TO TN�S� 9. RESPON�E MODIFICRTION �ACTOR (R): G.5 D�TAfLS. 9. CONCR�T� MIXES SNALL BE PROVIDED IN ACCORDANCE W{TN ACI 318 ` I I I I 0. ANALY515 PROCEDURE USED: EQU�VALENT l.ATERAL FORCE PROCEDURE (WN�N STK�NGTN DATA FROM TR1AL BATCNES OR FIELD EXPERi�NCE ARE � NOT A,VAII.ABI..�). ; �RAMI NG L.UM��R REI N FORCI NG STEEL E c�M�NT coNT�NT I . A�.1_ REINFORCING STEEL SNALL CONFaRM TO ASTM A61 � GRADE 60 SACKS PER � � 1..85/CUBIC YARD CUBIC YARD I . FRAMING LUMBER SNALL BE DOUGLAS FIR/LARCt1 NO. i FOR POSTS, (fy = 60 KSI) FOR BAR 51ZE5 NO. 5 � LRRG�R, GRADE 40 (fy = 40 K51) F'c (P51) (M4NIMUM) � BEAMS, AND F-IEADERS; t1EM-FIR N0.2 FOR 2X AND 3X JOISTS, AND FOR NO. 3 AND NO. 4 BARS. I (MINIMUM) Q.._ u..� - STUDS; AND N�M-FII� N0.2 FOR ALL TOP AND BOTTOM PLATES (GRADES , � o 2500(no 5pec�al inspect�on) 470 5 Q z N ARE TYPICAL UNLE55 OTt1ERWISE NOTED ON PLANS). �UMBER TO BE 2. ALL REINFORCING STEEL SNALI. BE LAPPED A5 NOT�D ON TNE PLANS. � } �p GRADE MARK�D PER WCLlB SPECl�{CATIONS. WNERE LAP OR SPLfCE LOCAT�ONS ARE NCJT �PECIFICALLY INDICATED ON 5�� NOT� A � 4 THE CONSTRUCTIUN DOCUMENTS, LAPS ANDJOR SPLICES SNALL BE 42 3000 5 I 7 5%2 � � � 2. STRUCTURAL SNEATNING SNALL B� APA I�AT�D f'LYWOOD, EXPOSURE 1 BAR p(A AND B� W�LL STACGERED. � Q � ShEATHING CONFORMIN� TO EIThER COMMERCIAL STANDARDS DOC PS I MIXES SNALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. _ - � O� P5 2. PROVIDE M(NIMUM O� 3f8 EDGE DISTANCE (7N ALL NAfLS AND 3. CC�MPLETE REfNFORC(NG PLACEMENT DRAWINGS PREPARED !N NO MORE 7t1AN A I " PLUS TOLERANCE SNALL BE ALLOWED. � `� "�' A f/8° EXPAN510N JQfNT BETWEEN ALL PAN�L EDGES. MINiMtJM ACCQRDANCE WITN ACI 3 1 5 SNALL BE R�VIEWED BY TNE ENGINEER AND � m ��., St-1EATt11NG REQUIR�MENTS ARE AS FOLLOWS: AVAII_ABLE ON TNE JOB SITE PRIOR TO Tf-1E PLAC4NG OF CONCRETE. A) WH�RE SPECIAl� INSPECTION I5 NOT REQUIRED UNDER SECTION I 704.4 OF THE f.B.C. CONCR�TE SHA�L NAVE A MlNIMUM C�MENT � ROQF 5h�A7NfNG TO B� �5/�2" INT-APA RATED PLYWOOD OR�2 " OSB 4• ��LDED W1R� FABRIC SNALL CON�ORM TO ASTM A82 AND A I 85 AND CONTENT O� 5 SACKS P�R CUBIC YARD O� CONGRETE. _ WITt1 EXTERIOR GLU�, P.I. 24/0. f�AIL WITN 8d NAfLS AT 6° ON � 5t1AL.L BE 6x6 W2. f/W2. f UNl..E55 OTNEf�W(5E NOTED. LAP � � CENTER AT PAN�� EDGES AND I 2" ON C�NTER AT INTERMEDIAT� RElN�ORCEMENT F" MINiMUM. B) DESIGN MIX (OTNER ThAN A5 SPECIFIED IN Th15 TABLE} SNALL. BE MEMBERS. 5. ANCr-10R BOLTS, DQWELS AND OTHER EMBEDDED ITEMS Sf-1ALL BE SUBMITT�D TO THE BUILDING OFFICIAI.. TWO WEEKS PRIOR TO FIRST USE. SUB �LOORING TO BE 3/�" TONGUE AND GR(.�C?VE C-D INT-APA �ECUR�LY TIED IN PLACE BE�ORE CONCR�TE 15 POUfZED. �LAB ON COVj� RATED PLYWOOD OR 05B WITt1 EXTERIOR �LUE, P.I. 48I24. GLUE GRADE REINFORC�MENT SNAL� BE PLACED AT MID-D�PTH OF Sl.AB AND ��-1�°F"'�+sy�tic.�0 AND NA[L WITH I Od NAILS AT 6 ON GENT�R AT PAN�L EDGES AND SNAI�L BE NE�D SECURELY IN PLACE WfTt1 MECt1ANICAL DEVIC�S DURING v h� �o ,2, I 2° ON CENTER AT lNTERMEDIATE MEMBERS. P[ACENG OF Tt1E CONCR�TE. (/ �� z � . . . . . . . . . _, { � \ r � .� �"" . . 3. NAILING SHALL CONFORM TO TABLE 2304. ! 0. I OF THE . � s$ " ,��es.V`"�- � INTERNRTIQNAL BIJILDIN6 C(JDE UNL�SS NOTED OTNERWlSE. ��1��°� S��NAI;`�' s�� `` � e;�i/ 4. NO STRUCTU.RAL MEMBER St1ALL BE�CUT OR NOTChED UNLE55 SPECfFlGALLY DETAIL�D OR APPROVED IN WRITING BY TME STRUCTURAL Drawn By: DP ENGINEER. Checked By: CCC ( 6" x 8" �TRIP FOOTING w/ (2)#4 CONTINUOUS Date: I I -29- I 6 S. U5E D4UBL� J015T5 UNDER WALLS OR PARTfTIONS PARALLEL TO I 608 JO(ST5 UNLESS SPECIFICALLY NOTED OTt1ERWISE. USE SOLID BLOCKIN� � SDA JOB NO. UNDER PARTiTIUNS PERPENDICULAR TO .lOISTS. '79L� -rj G. MAXIMUM M015TURE CONTENT SNALL NOT EXCEED I 9 % �QR ALL FC�QTI �IG �JCIrI �DU LE STRUCTUIZAL MEMBERS. STIZUCTUIZAL NOTES �- � . �