Laserfiche WebLink
'r <br />SURF <br />(LENGTH) 1/2" MIN. - I" MAX. <br />(SEE NOTE #I) <br />f. S <br />W <br />/4II= I I-0II <br />SILICONE SEALANT <br />.--- BACKER ROD <br />SURFACE 2 <br />NOTES: <br />I. LENGTH MUST BE A MINIMUM OF TWICE THE DEPTH. <br />2. JOINT SURFACE TOOLED GONGAVE. <br />3. DIMENSION (DEPTH) NOT TO EXCEED 1/2". <br />4. BACKER ROD TO BE COMPRE5SEP MIN. OF 25,o. <br />5. PRIME SURFACES PER MANUFACTURER REQUIREMENT5. <br />6. ANY JOINTS NOT MEETING THESE DIMENSIONS, WILL BE <br />REJECTED BY THE ARCHITECT. ALL REPLAGEMENT <br />WILL BE AT GENERAL CONTRACTOR EXPENSE. <br />HOOK 5TRIP/CONTINUOU5 CLEAT THICKNE55 REQUIREMENTS FOR EDGE METAL AND COPINGS FACE DIMENSIONS. <br />ALUMINUM <br />MIN. COMPONENT 6A. <br />0.032 IN. <br />0.052 IN. <br />0.040 IN. <br />0.050 IN. <br />0.060 IN. <br />0.010 IN. <br />MAX. VERT. FLANGE (FACE) <br /><3 IN. <br />3 IN. <br />4 IN. <br />6 IN. <br />8 IN. <br />10 IN, <br />MIN. GONT, CLEAT 6A. <br />NOT REQ'D. <br />0.040 IN. <br />0.050 IN. <br />0.060 IN. <br />0.070 IN. <br />0.080 IN. <br />I� <br />N.T.5. <br />51I = I1_O II <br />5ONNEBORNE HML 5000 OR EQUAL <br />— Og2423.A (TYP) <br />ZING GTD. OR PVG <br />CONTROL JOINT <br />NOTE: <br />-ONLY IF REQ'D. <br />EXTERIOR <br />5/8" DEN5-6LA5 GOLD <br />V.B. (TYP.) <br />GALVANIZED METAL <br />LATH <br />5/4" MIN, STUCCO <br />L- 5-SE E31DALTERNATIVE) <br />EXTERIOR GALVANIZED STEEL <br />PPG <br />1 <br />DIMETGOTE 21-5 WATER -BASED <br />PP6 <br />I <br />AMERGOAT 220 WATERBORNE <br />INORGANIC -ZING SILICATE PRIMER <br />ACRYLIC TOPCOAT <br />(WITH AMERGOAT 85(o ADDITIVE) <br />E3ENJAKE FAINT SPEGIFIGATIONS <br />SURFACE <br />PRIMER <br />FINISH <br />BRAND <br /># GOATS <br />PRODUCT <br />BRAND <br /># GOATS <br />PRODUCT <br />GYPSUM WALL BOARD: FLAT <br />BENJAMIN MOORE <br />I <br />E00-5PEG AB #372 <br />BENJAMIN MOORE <br />2 <br />EGO-5PEG AB FLAT #373 <br />GYPSUM WALL BOARD: E665HELL <br />BENJAMIN MOORE <br />I <br />EGO-5PEG AB #372 <br />BENJAMIN MOORE <br />2 <br />EGO-5PEG AB EGG #3-74 <br />GYPSUM WALL BOARD: 5EM1-61-055 <br />BENJAMIN MOORE <br />I <br />EGO-5PEG AB #372 <br />BENJAMIN MOORE <br />2 <br />EGO-5PEG NB SEMI #376 <br />z <br />O <br />v <br />6YP5UM WALL BOARD: 6L055 <br />BENJAMIN MOORE <br />EGO-5PEG AB #372 <br />BENJAMIN MOORE <br />>L <br />v <br />w <br />WOOD TRIM: PAINTED 5EMI-61-055 <br />BENJAMIN MOORE <br />I <br />ECO-5PEG AB #372 <br />BENJAMIN MOORE <br />2 <br />EGO-5PEG AB SEMI #316 <br />z <br />O <br />WOOD TRIM: PAINTED 6L055 <br />BENJAMIN MOORE <br />I <br />EGO-5PEG AB #372 <br />BENJAMIN MOORE <br />2 <br />5UPER-5PEG 6LO55 #P28 <br />v <br />O <br />WOOD TRIM: CLEAR <br />2 <br />BENWOOD POLY #428 <br />ly <br />z <br />CONCRETE BLOCK: FLAT <br />CONCRETE BLOCK: 5EMI-61-055 <br />CONCRETE BLOCK: SLO55 <br />SURFACE <br />PRIMER <br />FINISH <br />BRAND <br /># GOATS <br />PRODUCT <br />BRAND <br /># GOATS <br />PRODUCT <br />GALVANIZED STEEL CONNECTORS <br />BENJAMIN MOORE <br />I <br />ACRYLIC PRIMER <br />BENJAMIN MOORE <br />2 <br />DTM ACRYLIC 56 #P2q <br />WOOD/TRIM/SIDING: FLAT <br />BENJAMIN MOORE <br />I <br />FRESH START #023 <br />BENJAMIN MOORE <br />2 <br />5UPER-5PEG FLAT #171 <br />WOOD/TRIM/SIDING: LOW LUSTRE <br />BENJAMIN MOORE <br />I <br />FRESH START #025 <br />BENJAMIN MOORE <br />2 <br />5UPER-SPEC, LOW LUSTRE #185 <br />O <br />WOOD/TRIM/SIDING: 5EMI-61-055 <br />BENJAMIN MOORE <br />I <br />FRESH START #025 <br />BENJAMIN MOORE <br />2 <br />5UPER-5PEG SEMI -GLOSS #110 <br />z <br />dz <br />o O <br />CEMENT FIBER: FLAT <br />BENJAMIN MOORE <br />I <br />FRESH START #025 <br />BENJAMIN MOORE <br />2 <br />5UPER-5PEG FLAT #171 <br />p 0 <br />(JAMES HARDIE PRODUCTS) <br />a <br />CEMENT FIBER: LOW LUSTRE <br />BENJAMIN MOORE <br />FRESH START #023 <br />BENJAMIN MOORE <br />2 <br />5UPER-5PEG LOW LUSTRE #185 <br />w kn <br />(JAMES HARDIE PRODUCTS) <br />CEMENT FIBER: SEMI-61-055 <br />BENJAMIN MOORE <br />I <br />FRESH START #023 <br />BENJAMIN MOORE <br />2 <br />5UPER-5PEG 5EM1-6LO55 #170 <br />(JAMES HARDIE PRODUCTS) <br />STUCCO: FLAT <br />BENJAMIN MOORE <br />I <br />ACRYLIC 5ELAER #066 <br />BENJAMIN MOORE <br />2 <br />5UPER-5PEG FLAT #171 <br />5TUGGO: LOW LUSTRE <br />BENJAMIN MOORE <br />I <br />ACRYLIC 5ELAER #O66 <br />BENJAMIN MOORE <br />2 <br />5UPER-5PEG LOW LUSTRE #155 <br />Pros f NT (N6 NOTES: <br />I. SEE SEPARATE INTERIOR FINISH MANUAL FOR PAINT COLORS. <br />2. ALL CEILING5 (U.N.0) TO BE FLAT FINISH <br />3. ALL WALL5 TO BE SATIN FINISH <br />4. ALL ALUM. FLA5HIN6, TRIM ETC. TO BE FACTORY PAINTED. <br />5. ALL MISC. STEEL TO BE HOT DIPPED GALVANIZED AND PAINTED, <br />MTL. STUD WALL <br />3-1/2" (R-11) MIN. BATT <br />INSULATION <br />5/8" MIN. G.W.B. PAINT <br />GMU/MA50NRY WALL <br />K2 P.T. FURRING STRIPS @ 16" O.G. <br />J.N.O.) <br />1-1/2" (R-___ MIN.) <br />RI61D INSULATION <br />5/8" MIN. G.W.B. <br />5/8" M <br />PAINT <br />CMU/MASONRY WALL <br />' CLIP5 ® 16" O.G. (U.N.O.) <br />1-1/2" (R-____ MIN.) <br />R161D INSULATION <br />/8" MIN. G.W.B. <br />I. SHOP ORMINC75 (5 COPIES MAX.) TO BE PROVIDED TO ARCHITECT FOR REVIEW AFTER THEY HAVE BEEN <br />REVIEWED AND 516NED/DA7ED BY THE G.G./G.M., AND SHALL INCLUDE BUT NOT BE LIMITED TO THE <br />FOLLOWING ITEMS: (ELECTRONIC FILES AT THE P15CRES51ON OF THE ARCHITECT WILL BE PROVIDED <br />THRU THE (7.G./ G.M. TO THE 5U5-CON7RAC7OR FOR USE IN DRAWING ANY SHOP DW65). SEE MEP DRAWINGS <br />FOR ANY ADDITIONAL SUBMITTALS REQUIRED. <br />MA50NRY 5UBMITTAL5a <br />A) SUBMIT PROPOSED GROUT MIX DE516N PRIOR TO CONSTRUCTION. <br />B) SUBMIT PROPOSED MORTAR MIX DE516N PRIOR TO GONSTRUGTION. <br />G) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, <br />SIZE, AND LOCATION. INCLUDE BAR LI575 AND BEND DIASRAM5. INCLUDE ALL <br />REQUIRED DIMENSIONS AND ELEVATIONS. <br />D) SUBMIT COMPRESSIVE STRENGTH TESTS OF PROPOSED MASONRY UNITS PRIOR <br />TO CONSTRUCTION. MASONRY UNITS ARE TO BE TESTED IN ACCORDANCE WITH <br />ASTM C 140. <br />PRECAST CONCRETE U-1mINTEL S AND SILL SUBMITTALS. <br />A) PROVIDE MANUFACTURER'S GATALO6 ENGINEERING DATA. <br />B) MANUFACTURER SHALL RATE U-LINTEL UNITS FOR GRAVITY, UPLIFT, AND <br />LATERAL LOADS IN UNITS OF POUNDS PER LINEAR FOOT. <br />CAST IN PLACE CONCRETE 5UBMITTAL5: <br />A) INTENDED U5A6E AND LOCATION FOR EACH TYPE <br />B) MIX DE516N FOR EACH TYPE <br />G) CEMENT CONTENT IN POUND5-PER-CUBIC YARD <br />D) COARSE AND FINE AGGREGATE IN POUND5/(,UBI0 YARD <br />E) WATER CEMENT RATIO BY WEIGHT <br />F) CEMENT TYPE AND MANUFACTURER <br />6) SLUMP RANGE <br />H) AIR CONTENT <br />1) ADMIXTURE TYPE AND MANUFACTURER <br />J) PERCENT ADMIXTURE BY WE16HT <br />K) 5TRENGTH TEST DATA REQUIRED TO ESTABLISH MIX DE516N. <br />L) COMPLETE DETAIL AND PLACING SHOP DRAWIN65 FOR ALL REINFORCING STEEL <br />INCLUDING ACCESSORIES THAT HAVE BEEN REVIEWED AND STAMPED BY THE <br />GENERAL CONTRACTOR. INCLUDE ALL REQUIRED DIMENSIONS AND ELEVATIONS <br />(IE. TOP OF CONCRETE) <br />M). SUBMIT MATERIALS AND METHOD OF CURING FOR REVIEW. <br />STRUCTURAL PRECAST CONCRETE <br />A. SUBMIT SHOP DRAWIN65, DESIGN LOAD DATA, AND SUPPORT REACTIONS OF PRECAST ELEMENTS <br />AND THEIR CONNECTIONS 516NF-D AND SEALED BY AND ENGINEER LICENSED IN THE PROJECT <br />STATE. REVIEW SHALL BE FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS REGARDING <br />ARRANGEMENT AND 51ZE5 OF MEMBERS AND THE CONTRACTOR'S INTERPRETATION OF THE DE516N <br />LOAD5 AND CONTRACT DOCUMENT DETAILS. 5UGH REVIEW SHALL NOT RELIVE THE CONTRACTOR <br />OF THE FULL RESPONSIBILITY FOR THE DE516N OF THE PRECAST AND PRECAST CONNECTIONS NOT <br />SPECIFIED IN THE CONTRACT DOCUMENTS. <br />B. SUBMIT REACTIONS OF ALL PRECAST ELEMENTS SUPPORTED BY STRUCTURAL ELEMENTS SHOWN ON <br />THE DRAWING5. <br />STRUCTURAL STEEL: <br />I. SUBMITTALS: CONTRACTOR SHALL 5UBMI7 DETAILED SHOP DRAWIN65 SHOWING ALL <br />STRUCTURAL STEEL LAYOUTS AND DETAILS, SIZES OF MEMBERS, TYPE OF STEEL, <br />CONNECTION DETAILS, WELD5, BOLTS, ETC., AS REQUIRED TO FABRICATE AND ERECT <br />ALL STRUCTURAL 57EEL <br />FRAMING. ALL CONNECTIONS NOT 5HOWN ON THE STRUCTURAL DRAWIN65 <br />SHALL BE BY THE RETAILER AND SUBMITTED ON SHOP DRAWING5, SIGNED AND <br />SEALED BY A REC7157ERF-D FLORIDA DELEGATED ENGINEER. <br />METAL DEGKlNG: <br />I. SUBMITTALS: CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWIN65 SHOWING <br />LAYOUT OF DECK, TYPE OF DECK, ALL CONNECTIONS INCLUDING END WELD5, SEAM <br />WELD5, INTERMEDIATE WELD5, AND ALL ACCESSORY MATERIAL SUCH AS CLOSURES, <br />5UMP5 FOR DRAINS, ETC. <br />OPEN WE5 STEEL JOISTS. <br />I. SUBMIT COMPLETE SHOP DRAWING5 FOR ALL JOISTS, BRIDGING, ALL CONNECTIONS <br />AND ACCESSORIES, AND A LETTER, SIGNED AND 5EALE0 BY THE DELEGATED ENGINEER, <br />CONFIRMING COMPLIANCE WITH THE DESIGN CRITERIA AND ALL APPLICABLE CODES. <br />COLD -FORM 5TEEL FRAMING; <br />I. CONTRACTOR TO SUBMIT THE FOLLOWING: <br />A) SUBMIT COMPLETE STRUCTURAL CALCULATIONS FOR THE STEEL FRAMING <br />SYSTEM. CALCULATIONS SHALL COVER ALL STUDS, JAMB STUDS, RUNNER <br />TRACK, BRACING, ATTACHMENT OF LIGHT GAUGE FRAMING TO LIGHT <br />GAUGE FRAMING, AND ATTACHMENT OF LIGHT 6AU6E FRAMING TO <br />CONCRETE OR STRUCTURAL STEEL. <br />B) SUBMIT DETAILED SHOP DRAWING5 FOR STEEL FRAMING SHOWING THE TYPE <br />AND SPACING OF ALL MEMBERS. ALL ATTACHMENTS SHALL BE CLEARLY <br />DETAILED ON THE DRAWING5. INDICATED SUPPLEMENTAL STRAPPING, <br />BRAGIN6, CLIPS, AND OTHER ACCESSORIES REQUIRED FOR PROPER <br />INSTALLATION. <br />G) SUBMIT CERTIFICATION OF MATERIALS FROM THE MANUFACTURER TO SHOW <br />COMPLIANCE WITH THESE SPECIFICATIONS AND RELATED DRAWIN65, <br />2. SUBMITTALS SHALL BEAR THE SEAL OF THE DELEGATED ENGINEER. <br />3. 5UBM17ED SHOP DRAWIN65 MUST BE CHECKED AND 516NED BY THE GENERAL <br />CONTRACTOR. <br />(5EE MEP FOR SEPARATE LIST) <br />