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700 Beach Ave 2013 garage beam plans CAI ep. S o4 � � a CS Z C'12 CO XT C I ..a._._ ... 09L4 E4 33e,&fi'1 r r i R5TR 0.(:: LAJ l I .� G NOT15S • - - .15�'t' C�z_. ..g. _ : -,�,.:Lt4:. : C�cT�C�.1�:: � � � cn LLM 0. lit _ (-4-)zxg ----.-_$f 2►`':5:M L:---f'--1 PF, I v w 51+a RIO& Ss. O � x aQ�odb H ti - e. �. : �' a u W Z E rl L) X � x1 �. x� G�►R,. a;, .f. x CSR t2.. Z A x - ao�T's ;o-- a AA� �] ` n N UJ1. INSTAL ' Ft SSTA LS ;L- L..... p w l .. w � x i 9- -2 � O W(A C-TRO AtTMNG NoiEs F103, o NUMBER LAN Yt�t� OF �.x16T�N& PP SHEET NUMBER ONS-1 a TGA__: tat'. -tGc.: tit., --=----- , 51 SIX 1-5T 61 =— - - __.__ . _ uj S•T G "� � C� O �1N- A FL - -- z W8O � 3lIG WEA Z N a z w � zz _ u w a w P - _ f locK NDN 51ARIf4K 1lox8"FuuY GROUT"- LtvEl..tN� +GRQU'( . a P7 1� Rem;. W/C? "IMID colic. RoVTt CMU %ER '� RSG gffZl. giASE f _ R EIN C• W! C Z)��-S� �OSS t..�OX�•-G�-ROUT�fl -: - . _ _ -. i - W�'tD (�`�� Wl 3�W�" l � � �' , '? 4 NTD EXts'C co C I; N V I AL4 Alto�N9 wEL.n d� Low, .Q.F. ANY 9�sT, c�rt��ME�, i� ` i�C(.Q �1 tri c�? �-;. —t �-- ANGrt w �, S itm% SLAST, (�R tori To l _ a �� A � a , * x_.tT_...G Ct�:..t _C►. .. . ~_- ----,._.�„ GEN T o CO NTA -C, Sv'Q (GG R�O�L T'p Epov GRnu� -- - - - - ! NsTrtlrll NCr i ,x8 F*L ETWITM9 STEEL- pipe BRSE & r(^DOTtKG- Z, I � © FIT _. �., r J l� JOB NUMBER -14 (! - /� } SHEET NUMBER �....� 5-2 oR S 4. All details and sections shown on the drawings are Design Criteria intended to be typical and shall be construed to 1. Live Loads(Per Section 1607 of FBC- 2010) apply to any similar situation elsewhere in the Roof...........20 psf, Floor.............40 psf work except where a different detail is shown. e 2. Dead Loads (Per Section 1606 of FBC 2010) S. Subsurface soil condition information is not Bottom Chord of roof rafters....5 psf,Top of ceiling joists......10 psf available. Foundations are designed for 2000 psf Bottom of Ceiling joists.............5 psf,Top pf roof rafters........15 psf soil bearing capacity. Contractor shall report 3.Wind Loads (Per Section 1609 of FBC 2010 an differing conditions to the Designer prior to c- Y g g Ultimate Design Wind Speed,Valt=132 mph,Wind Exposure�C� , Risk commencing work. i Category"II"Structure, GCPi=(+)Or(-•)0.18 ( Enclosed Structure). 6. It is the Contractor' s sole responsibility to `" N - determine erection procedure and sequence to Vit` CONCRETE MASONRY: insure the safetyof the building and its 1. The following codes and specifications apply: g a component parts during erection. ` a) ACI 5301 ASCE 5 building code requirements for masonry structures. REINFORCING STEEL b) ACI 530.11 ASCE 6 specifications for masonry structures. 1. CRSI and ACI standards apply. 2. Concrete masonry units shall be load bearing type conforming to ASTM C-90, Type 2, Zj M CQ Grade 60.All deformed bars shall conform to ASTM A615, having a minimum compressive strength of 1900 PSI (net area). See architectural drawings 2. Z �4 W 3. All welded wire fabric shall conform to ASTM A185. �—+ a� � 1 for fire rating requirements. f m=1500 psi. M CO - 4. Submit for review shop drawings of reinforcing steel details prior to M � 3.Fill cells as noted on drawings with coarse grout conforming to ASTM C-476 having a slump fabrication reinforcing steel. Z v range of 9" +/-1 V. 4. Provide galvanized wire truss type horizontal joint reinforcing at 16"OC. (9 Gage durawall H cti minimum) unless noted otherwise. Provide prefabricated tee, corner joint reinforcing. W 64 5. The beams cast on masonry walls shall be constructed so to key and bond into blockw i cells. The use of building paper or sheet plastic to close to voids below-is not allowed. Steel Z a W 6. All masonry walls shown on the structural drawings have been designed to resist the o C> require code vertical and lateral forces in the final constructed configuration only. It is the Steel plates........................................... ASTM A36, Fy=36 Ks Z x r a responsibility of the contractor to brace the walls for vertical and lateral loads that could HSS tubular shapes.......................ASTM A500 Grade B,Fy=46 Ksi W ' possibly be applied prior to completion of conneHSS round shapes........................ASTM A500 Grade Bctions at floors or roof framing levels. P F y-42 Ksi z o 7. Wall reinforcing is continuous from foundation to top of wall UNO. Standard steel pipes.......................ASTM A53 Grade B,Fy=35 Ksi w z 0 8. Use ASTM C-270 type M or S mortar. Structural bolts...................ASTM A307 Grade"A" Bolts,Fu=60 Ksi a Nuts....................................................................ASTM A563 a Washers...............................................................ASTM F436 General Structural Notes: Welding electrodes............................AWS A5.1 or A5.5 series E70 Welded studs.........................................................ASTM A108 1 . It is the intent of the Engineer that this work be Protection........................Steel plates, hot rolled shapes shall be hot in conformance with all requirements of the dipped galvanized to the minimum authorities having jurisdiction over this type of requirements of ASTM A123,bolts,nuts, construction and occupancy. All Contractors shall and washers shall be hot dipped do their work in conformance with all applicable galvanized to the minimum requirements codes and regulations. of ASTM A153 2 . The Contractor shall verify all conditions and dimensions at the job site prior to commencing i /'� II _: •. - :.: :L: (.:�.� .U:'�"''� _ work. _.. _ -: 3. Contractor shall supply, locate and build into the ----- --- - - - - - --- - -- -- ---- - work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, and pitches as may be required to attach drawings and r _—_ w _ _.___. - JOB NUMBER accommodate other work. SHEET NUMBER S-303