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H <br /> 9. INSTALL LADDERS AND ACCESSORIES IN ACCORDANCE WITH MANUFACTURER'S 19Id o <br /> DIVISION 5 - METALS INSTRUCTIONS AND APPROVED SUBMITTALS. SECURELY ANCHOR SUPPORT N �, <br /> BRACKETS WITH FASTENERS OF TYPE AND SIZE RECOMMENDED BY <br /> MANUFACTURER. PLACE BRACKETS STARTING AT TOP 1 FOOT DOWN FROM TOPSECTION 06 20 00 - FINISH CARPENTRY SECTION 07 25 00 - WEATHER BARRIERS <br /> ti <br /> w ._ x <br /> SECTION 05 12 00 - STRUCTURAL STEEL FRAMING OF PARAPET WALL. ALLOW CONTINUOUS BRACKET SPACING ON CENTER POINTS o o r__ <br /> OF 48 INCHES DOWN FROM TOP BRACKET. PROVIDE A MINIMUM CLEARANCE OF 7 PRODUCTS: TONGUE & GROOVE WOOD PANELLING AND TRIM BY CENTRAL EXTERIOR MASONRY WALLS: GRACE ICE & WATER SHIELDCD co <br /> Cz <br /> STEEL BEAMS: ASTM-A992 <br /> INCHES FROM WALL SURFACE TO CENTER LINE OF RUNGS. INSPECT LADDER TO HARDWOODS. REFER TO FINISH SCHEDULE FOR SPECIES, GRADE, AND FINISH IW Q E <br /> VERIFY PROPER AND SECURE INSTALLATION. EXTERIOR STUCCO WALLS: 30# FELT v cn o <br /> TUBE STEEL:ASTM-A500 1. ALL FINISH CARPENTRY PRODUCTS SHALL BE KILN-DRIED TO A MAXIMUM MOISTURE "" o <br /> 10. CLEAN LADDER AS RECOMMENDED BY MANUFACTURER. DO NOT USE ABRASIVE CONTENT OF 9%. 6 <br /> PLATES: ASTM-A36 Cn <br /> AGENTS, STEEL WOOL OR CHEMICALS. O <br /> � ti <br /> 2. DO NOT DELIVER OR INSTALL INTERIOR FINISH CARPENTRY MATERIALS UNTIL SECTION 07 54 00 - THERMOPLASTIC MEMBRANE ROOFING � m N <br /> FASTENERS: A325N-BOLTS DIVISION 6 • WOOD BUILDING IS ENCLOSED AND WEATHERPROOF, WET WORK IN SPACE IS COMPLETED C <br /> AND NOMINALLY DRY, AND HVAC SYSTEM IS OPERATING AND MAINTAINING PRODUCT: FIRESTONE ULTRA PLY TPO ROOFING SYSTEM, MECHANICALLY C °J <br /> PRIMER:SSPC-PAINT 25 TEMPERATURE AND RELATIVE HUMIDITY AT OCCUPANCY LEVELS DURING THE ATTACHED (45 MIL). COLOR: WHITE <br /> SECTION 06 10 00 - ROUGH CARPENTRY REMAINDER OF THE CONSTRUCTION PERIOD. DO NOT INSTALL FINISH CARPENTRY <br /> 1. QUALITY ASSURANCE: FABRICATOR SHALL PARTICIPATE IN THE AISC QUALITY MATERIALS THAT ARE WET, MOISTURE DAMAGED, OR MOLD DAMAGED. 1. RIGID ROOF INSULATION: REFER TO SECTION 07 22 00 <br /> CERTIFICATION PROGRAM AND IS DESIGNATED AN AISC-CERTIFIED SHOP. COMPLY PRODUCTS: WOOD FRAMING, WOOD SUPPORTS, WOOD BLOCKING, WOOD <br /> WITH APPLICABLE PROVISIONS OF AISC'S "CODE OF STANDARD PRACTICE FOR STEEL NAILERS, WOOD FURRING, WOOD SHEATHING & BUILDING WRAP 3. NAILS: SIZE & TYPE TO SUIT APPLICATION, 2. ALL ACCESSORIES, FLASHING, CORNERS, ADHESIVE, FASTENERS, <br /> BUILDINGS." CAULKING, ETC. SHALL BE AS FURNISHED OR APPROVED BY ROOF <br /> 1. FRAMING LUMBER: AMERICAN SOFTWOOD LUMBER STANDARDS PS20, S4S, 19% 4. FINISH WOODWORK SHALL BE SET STRAIGHT, PLUMB OR LEVEL, CLOSELY FITTED MANUFACTURER <br /> 2. WELDING: PROCEDURES AND PERSONNEL SHOULD QUALIFY ACCORDING TO AWS MAXIMUM MOISTURE CONTENT WITH THE FOLLOWING MINIMUM WORKING AND RIGIDLY FASTENED. JOINTS SHALL BE TIGHT AND FORMED TO CONCEAL Store: <br /> D1.1 "STRUCTURAL WELDING CODE-STEEL." STRESSES: SHRINKAGE WITH A MAXIMUM GAP OF 1/8". END-JOINT SPACING SHALL BE RANDOM. 3. THE COMPLETE ROOF SYSTEM SHALL BE INSTALLED IN STRICT <br /> INTERIOR CORNERS SHALL BE MITERED. ACCORDANCE WITH THE FIRESTONE ROOFING SYSTEMS APPLICATION 1311 E. YOSEMITE AVE. <br /> 3. FASTENERS: HIGH STRENGTH BOLTS & NUTS. BOLTS TO CONTAIN TWIST-OFF BENDING (fB) = 1,500 PSI GUIDE AND ANY OTHER APPLICABLE MANUFACTURER INSTRUCTIONS <br /> TENSION INDICATORS. HORIZONTAL SHEAR JV) = 95 PSI 5. SAND WORK SMOOTH. COUNTERSINK ALL FASTENERS, PUTTY & SAND SMOOTH AND ONLY BY A MANUFACTURER APPROVED INSTALLER WITH AT LEAST MANTECA, CA 95336 <br /> COMPRESSION PERPENDICULAR TO GRAIN JC) = 390 PSI READY TO RECEIVE FIELD APPLIED FINISH. 5-YEARS EXPERIENCE IN NEW COMMERCIAL MEMBRANE ROOFING. <br /> 4. SHOP DRAWINGS: PROVIDE SHOP DRAWINGS FOR APPROVAL AND SHOW COMPLETE MODULUS OF ELASTICITY (E) = 1,500,000 Restaurant #RC529 <br /> DETAILS. FURNISH ALL REQUIRED ANCHOR BOLTS AND TEMPLATES FOR BOLT 6. WOOD DOORS: INSTALL WOOD DOORS PLUMB, TRUE & FITTED PROPERLY. NEATLY 4. AT ALL TIMES (EVERY DAY)AND AT THE COMPLETION OF THE WORK, <br /> INSTALLATION. MEMBERS IN CONTACT WITH CONCRETE, MASONRY OR ROOF SHALL BE MORTISE, DRILL &ANCHOR ALL HARDWARE. REMOVE ALL UNUSED MATERIAL AND DEBRIS FROM THE ROOF SURFACE <br /> PRESERVATIVE TREATED, AWPB LP-2. AND SITE. Professional of Record: NAME <br /> 5. ERECTION: COMPLY WITH AISC CODE & SPECIFICATIONS, AND MAINTAIN WORK IN A <br /> SAFE AND STABLE CONDITION DURING ERECTION. PROVIDE TEMPORARY BRACING & FIRE RETARDANT TREATED LUMBER: AWPA C20 5. ROOFING AND FLASHING SPECIFIED HEREIN SHALL BE COMPLETE IN <br /> SHORING AS REQUIRED. DO NOT SPLICE UNLESS APPROVED ON FINAL SHOP EVERY RESPECT AND 100% WATER & WEATHER TIGHT. <br /> DRAWINGS. SET BASE PLATES ON CLEAN BEARING SURFACES USING WEDGES OR 2. PLYWOOD : PS1, FACTORY MARKED WITH APPROPRIATE APA TRADEMARK. <br /> OTHER ADJUSTMENTS AS REQUIRED. SOLIDLY PACK OPEN SPACE WITH NON-SHRINK PROTECT ALL PLYWOOD FROM MOISTURE DURING INSTALLATION PROCESS. DIVISION 7 - THERMAL & MOISTURE PROTECTION 6. THE ROOFING CONTRACTOR SHALL FURNISH TO THE OWNER THE FvAA <br /> GROUT. MANUFACTURER'S STANDARD TEN (10) YEAR WARRANTY (PAID FOR BY DESIGN <br /> ROOF DECKING : APA RATED SHEATHING; 3/4" TONGUE & GROOVE PLYWOOD CONTRACTOR). THIS GUARANTEE SHALL COVER BOTH LABOR & <br /> 6. PRIMER: SHOP PRIME STEEL SURFACES EXCEPT THE FOLLOWING: DECK (CDX), OR OTHER AS SHOWN ON DRAWINGS MATERIALS NECESSARY TO RESTORE WATER TIGHTNESS. IN ADDITION, <br /> SURFACES EMBEDDED IN CONCRETE OR MORTAR. THE ROOFING CONTRACTOR WILL BE HELD RESPONSIBLE FOR DAMAGES A r c h i t e c t u r a <br /> SURFACES TO BE FIELD WELDED WALL SHEATHING (EXT): APA RATED SHEATHING; 1/2", EXPOSURE 1 SECTION 07 21 16 - BATT INSULATION CAUSED BY FAULTY INSTALLATION. IN ADDITION TO MANUFACTURER'S Solutions Gro u <br /> SURFACES TO BE HIGH-STRENGTH BOLTED WITH SLIP CRITICAL CONNECTIONS WARRANTY, THE ROOFING CONTRACTOR SHALL FURNISH GUARANTEEp <br /> GALVANIZED SURFACES WALL SHEATHING (INTX APA RATED SHEATHING; 1/2" CDX PRODUCT: UNFACED BATT INSULATION; 6", BY CERTAINTEED CORPORATION, OR COVERING WATER TIGHTNESS OF THE COMPLETE ROOFING SYSTEM / 38 EXECUTIVE PARK, <br /> PROVIDE A UNIFORM, DRY FILM THICKNESS OF 2.0 MILS. APPROVED EQUAL. INSTALLATION FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF SUITE 310 <br /> SUBSTITUTION OF OSB FOR PLYWOOD SHEATHING SHALL BEAT THE DISCRETION SUBSTANTIAL COMPLETION. IRVINE, CA 92614�/�/ALL CAVITY INSULATION: RVALUE - 19. CONTACT: JEFF LIEDERMAN <br /> 7. TOUCH-UP PRIME PAINT AFTER ERECTION. REPAIR ALL DAMAGED GALVANIZED OF THE OWNER C.M. -7051 <br /> (949) 43 <br /> 7. THE RETAINAGE FOR THE ROOFING WORK WILL NOT BE PAID UNTIL THE 0 <br /> COATING MEMBERS, INCLUDING WELDS, WITH ZINC RICH FIELD COATING JLIEDERMAN@P 0-7051 .COM <br /> 3. NAILS, SPIKES & STAPLES: GALVANIZED FOR EXTERIOR LOCATIONS AND TREATED WARRANTIES ARE PROVIDED. <br /> SECTION 05 40 00 - COLD FORMED METAL FRAMING WOOD; PLAIN FINISH FOR OTHER INTERIOR LOCATIONS; SIZE & TYPE TO SUIT 1. INSTALLATION & ACCESSORIES AS RECOMMENDED BY INSULATION <br /> APPLICATION. MANUFACTURER FOR TYPE OF APPLICATION. <br /> METAL STUD FRAMING; IN ACCORDANCE WITH AISI-S100/S-200. 4. BOLTS, NUTS, WASHERS, LAGS, PINS & SCREWS: MEDIUM CARBON STEEL, SIZED 2. PLACE BATT INSULATION IN PARTITIONS TIGHT WITHIN SPACES, AROUND CUT SECTION 07 61 13 - STANDING SEAM SHEET METAL ROOFING <br /> 1. WORK INCLUDES LIGHT-FRAME NON-STRUCTURAL CONSTRUCTION. WHEN METAL TO SUIT APPLICATION; GALVANIZED FOR EXTERIOR LOCATIONS, PLAIN FINISH FOR OPENINGS, BEHIND AND AROUND ELECTRICAL & MECHANICAL ITEMS WITHIN OR <br /> STUDS ARE UNDER A LOAD GREATER THAN 5 PSF, THE GC IS REQUIRED TO INTERIOR. BEHIND PARTITIONS AND TIGHT TO ITEMS PASSING THROUGH PARTITIONS. PRODUCT: STANDING SEAM METAL ROOF PANELS BY BERRIDGE MANUFACTURING <br /> PROVIDE ENGINEERING SHOP DRAWINGS TO ARCHITECT AND OWNER FOR COMPANY <br /> APPROVAL. 6. COMPLY WITH NFPA NATIONAL DESIGN SPECIFICATION FOR WOOD <br /> CONSTRUCTION RECOMMENDATIONS FOR SIZE AND SPACING OF MEMBERS, IF STANDING SEAM PANELS: TEE-LOCK PANEL <br /> 2. PROTECT METAL STUDS FROM RUSTING OR DAMAGE DURING DELIVERY, STORAGE SPECIFIC SIZES ARE NOT INDICATED. ERECT ALL MEMBERS TRUE TO LINES & <br /> & ERECTION. COATINGS: G60, A60, AZ50, GF30 FOR STRUCTURAL, G40 LEVEL. SECTION 07 22 00 - RIGID ROOF & DECK INSULATION THICKNESS: 24 GAUGE R C T <br /> F <br /> NON-STRUCTURAL. <br /> 7. PROVIDE BLOCKING AS REQUIRED FOR SUPPORT OF ALL WALL MOUNTED PRODUCT: ISO 95+ GL POLYI SOCYAN U RATE BOARD BY FIRESTONE COLOR: REFER TO SCHEDULE OF EXTERIOR MATERIALS ERMPN <br /> 3. THICKNESS; MIN. 0.0329" STRUCTURAL; 0.0179" NON-STRUCTURAL CABINETWORK & TABLES, SUSPENDED SHELVING, CEILING CANOPIES, SPEAKERS, E� 4 <br /> HARDWARE, TOILET PARTITIONS, ACCESS LADDER, ACCESSORIES, AND PLUMBING COVER BOARD: ISOGARD HD BY FIRESTONE FINISH: PRE-FINISHED KYNAR 500 o G-2953 <br /> FIXTURES. R-VALUE: 24 WEATHER RESISTANT BARRIER: GRACE ICE AND WATER SHIELD pR 3o D 0�� <br /> SECTION 05 50 00 - METAL FABRICATIONS sT PRENE`NP� <br /> 8. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. <br /> PRODUCTS: LOOSE STEEL LINTELS, PIPE BOLLARDS, MISC STEEL FRAMING & MECHANICALLY ATTACH AND TAPER WHERE REQUIRED TO FACILITATE DRAINAGE. 1. ALL METAL PANEL ROOFING, FLASHING & TRIM SHOULD HAVE A 20-YEAR "FINISH" 9TF p F C Pte\ <br /> SUPPORTS 9. PROVIDE EPDM SILL GASKET AT ALL EXTERIOR WALLS. GASKET MUST EXTEND GUARANTEE AGAINST CRACKING, PEELING & FADE. <br /> ACROSS ENTIRE WIDTH OF SILL PLATE AND BOTTOM EDGE OF WALL SHEATHING Prototype : P4 EXTENDED- HV, SCHEME A <br /> STEEL PLATES, SHAPES & BARS: ASTM-A36 SUCH THAT THERE IS NO DIRECT CONTACT BETWEEN WOOD AND CONCRETE. 2. INSTALLER SHALL FURNISH GUARANTEE COVERING WATER TIGHTNESS OF THE <br /> METAL ROOFING SYSTEM FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF Prototype Issue Date: 6.29.2020 <br /> STEEL TUBE: ASTM-A500SECTION 07 22 20 - FIBERGLASS REINFORCED GYPSUM ROOF BOARD SUBSTANTIAL COMPLETION. <br /> SECTION 06 16 00 - CEMENT BOARD Design Bulletin Updates: INCLUDED <br /> STEEL PIPE: ASTM-A53 (SCHEDULE 40) PRODUCTS: DUROCK BY USG, 1/2" THICKNESS, OR APPROVED EQUAL PRODUCT: PRODUCT: FIRE-RATED FIBERGLASS-MAT FACED, MOISTURE AND MOLD 3. COMPLY WITH MANUFACTURERS STANDARD INSTRUCTIONS AND CONFORM TO Date Issued: Bulletin Number: <br /> RESISTANT GYPSUM ROOF BOARDS. G-P DENSDECK, USG SECUROCK, OR STANDARDS SET FORTH IN THE ARCHITECTURAL SHEET METAL MANUAL PUBLISHED <br /> BOLTS, NUTS &WASHERS: ASTM-A307 APPROVED EQUAL. BY SMACNA IN ORDER TO ACHIEVE A WATER TIGHT INSTALLATION. NOV. 2018 1 & 2 <br /> SECTION 06 17 53 - SHOP-FABRICATED WOOD TRUSSES <br /> PRIMER FOR FERROUS METALS: SSPC-PAINT 20 INSTALLED OVER RIBBED STEEL DECK 4. SUBSTRATE: PRIOR TO INSTALLATION OF ANY METAL PANELING, THE ROOFING <br /> PRODUCT: PREFABRICATED METAL CONNECTED WOOD TRUSSES, SIZE & SPACING CONTRACTOR IS REQUIRED TO INSPECT THE ROOF SUBSTRATE FOR ACCEPTANCE 1ST BLDG. SUBMITTAL <br /> 1. FABRICATION: VERIFY DIMENSIONS IN FIELD PRIOR TO FABRICATION. FABRICATE AS INDICATED ON DRAWINGS. THICKNESS: 1/2" AND NOTIFY GENERAL CONTRACTOR OF ANY ISSUES IN WRITING BEFORE <br /> ITEMS W/ JOINTS TIGHTLY FITTED / SECURED. FIT & SHOP ASSEMBLE IN LARGEST PROCEEDING. <br /> PRACTICAL SECTIONS FOR DELIVERY TO SITE. DESIGN REQUIREMENTS: TRUSS DESIGN STANDARD: DESIGN SPECIFICATION FOR SCREWS: ASTM C1002, CORROSION RESISTANT TREATED. <br /> METAL CONNECTED WOOD TRUSSES PUBLISHED BY TRUSS PLATE INSTITUTE 5. WEATHER BARRIER MEMBRANE SHALL BE INSTALLED HORIZONTALLY (STARTING <br /> 2. PRIME ITEMS TO PROVIDE UNIFORM, DRY FILM THICKNESS OF 2.0 MILS. 1 (TPI). WOOD STRUCTURAL DESIGN STANDARD: NATIONAL DESIGN SPECIFICATION 1. ALL COMPONENTS USED IN ROOFING SYSTEMS SHALL BE PROTECTED FROM EAVE TO RIDGE) WITH A 6" MINIMUM OVERLAP AND 18-INCH MINIMUM ENDLAPS. <br /> FOR WOOD CONSTRUCTION PUBLISHED BY N.F.P.A. TRUSS FABRICATION EXPOSURE TO MOISTURE BEFORE, DURING AND AFTER INSTALLATION. <br /> STANDARD: QUALITY CONTROL MANUAL PUBLISHED BY TPI. GRADED LUMBER: 6. WHEN NECESSARY, PANELS SHALL BE SITE-FORMED WITH BERRIDGE APPROVED <br /> SECTION 05 51 33 - METAL LADDERS PROVIDE ONLY LUMBER GRADED BY A RECOGNIZED AGENCY COMPLYING WITH 2. REMOVE ANY PLASTIC PACKAGING FROM ROOF BOARDS IMMEDIATELY UPON PORTABLE ROLL FORMER IN CONTINUOUS LENGTHS. <br /> REQUIREMENTS OF AMERICAN LUMBER STANDARDS COMMITTEE. LUMBER: RECEIPT OF DELIVERY. FAILURE TO REMOVE PLASTIC PACKAGING MAY RESULT IN <br /> ENTRAPMENT OF CONDENSATION <br /> PRODUCTS: ALUMINUM LADDERS BY CARBIS, INC PROVIDE KILN DRIED LUMBER WITH 15% MAXIMUM MOISTURE CONTENT AT TIME MOISTURE, WHICH MAY CAUSE APPLICATION <br /> PROBLEMS THAT ARE NOT THE RESSPP ONSIBILITY OF MANUFACTURER. ANY REVISIONS: <br /> OF DRESSING. SPECIES: SOUTHERN PINE; SPIB GRADE: MSR2400 FOR TOP & PROTECTIVE, PLASTIC FACTORY PACKAGING THAT IS USED TO WRAP ROOF SECTION 07 62 00 - SHEET METAL FLASHING & TRIM 1 08-07-20 1st. Bldg. Submittal <br /> LADDERS, FIXED, SAFETY REQUIREMENTS: ANSI A14.3 BOTTOM CHORD MEMBERS; SPIB GRADE: NO.2 FOR WEB MEMBERS. BOARDS FOR SHIPMENT IS INTENDED TO PROVIDE TEMPORARY PROTECTION FROM <br /> SUBSTITUTION OF DOUGLAS FIR OR HEMLOCK OF EQUIVALENT STRUCTURAL 2 <br /> ALUMINUM & ALUMINUM-ALLOY SHEET & PLATE: ASTM B209 RATING SHALL BEAT THE DISCRETION OF THE OWNER C.M. METAL CONNECTOR MOISTURE EXPOSURE DURING TRANSIT ONLY AND IS NOT INTENDED TO PROVIDE PRODUCT: SHEET METAL FLASHING & TRIM, METAL COPING, GUTTERS & 3 <br /> PLATES: GALVANIZED SHEET STEEL: ASTM A446, GRADE A, COATING G60 (NOT PROTECTION DURING STORAGE AFTER DELIVERY. DOWNSPOUTS. 4 <br /> ALUMINUM-ALLOY EXTRUDED BAR, ROD, WIRE, SHAPE, & TUBE: ASTM B211 LESS THAN 0.36" THICK). 3. ROOF BOARDS STORED OUTSIDE SHALL BE STORED LEVEL AND OFF THE GROUND SHEET MATERIAL SUPPLIED BY BERRIDGE MANUFACTURING COMPANY; 5 <br /> QUALITY MANAGEMENT SYSTEMS REQUIREMENTS: ISO 9001:2000 2. PRODUCT DATA: SUBMIT FABRICATORS SPECIFICATIONS AND INSTALLATION AND PROTECTED BY A WATERPROOF COVERING. PROVIDE MEANS FOR AIR PRE-FINISHED GALVANIZED SHEET STEEL WITH KYNAR 500 FINISH (24 GA.); 6 <br /> INSTRUCTIONS FOR REQUIRED WORK COVERING LUMBER, METAL PLATES, CIRCULATION AROUND AND UNDER STORED BUNDLES OF ROOF BOARDS. USE REFER TO FINISH SCHEDULE FOR COLOR 7 <br /> 1. MATERIALS: ASTM B221, ALLOY 6063, TEMPER T-6, NON-SPARK EXTRUDED HARDWARE, FABRICATIONS PROCESS, HANDLING & ERECTION. SUBMIT ADEQUATE SUPPORTS TO KEEP THE BUNDLES FLAT, LEVEL AND DRY. 8 <br /> ALUMINUM AND ASTM B209, ALLOY 6063 TERMPER T-6 SHEET ALUMINUM. MILL CERTIFICATION INDICATING THAT TRUSSES SUPPLIED FOR PROJECT COMPLY 1. COMPLY WITH MANUFACTURERS STANDARD INSTRUCTIONS AND CONFORM <br /> 4. INSPECTION: VERIFY THAT PROJECT CONDITIONS AND SUBSTRATES ARE TO STANDARDS SET FORTH IN THE ARCHITECTURAL SHEET METAL MANUAL 9 <br /> FINISH. WITH INDICATED REQUIREMENTS. ACCEPTABLE TO THE INSTALLER TO BEGIN INSTALLATION OF WORK OF THIS PUBLISHED BY SMACNA IN ORDER TO ACHIEVE A WATER TIGHT <br /> 2. NOMINAL HEIGHT AS INDICATED ON THE DRAWINGS. 3. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS SHOWING SPECIES, SIZE, DIMENSIONS SECTION. INSTALLATION. <br /> AND STRESS GRADES OF LUMBER TO BE USED; SPAN, CAMBER CONFIGURATION 5. CARE SHOULD BE TAKEN DURING INSTALLATION TO AVOID THE ACCUMULATION OF 2. FASTENERS: SAME METAL AS FLASHING / SHEET METAL OR OTHER NON-CORROSIVE <br /> 3. WALL BRACKETS: 2 INCH BY 1/4 INCH MINIMUM FLAT BAR ALUMINUM WALL AND SPACING FOR EACH TYPE OF REQUIRED TRUSS. FABRICATOR SHALL SUBMIT Sheet Title: <br /> BRACKET. DESIGN ANALYSIS CALCULATIONS INCLUDING LOADING, SECTION MODULUS, MOISTURE IN THE SYSTEM. ROOF BOARDS SHALL BE COVERED THE SAME DAY AS METAL AS RECOMMENDED BY THE SHEET METAL MANUFACTURER. MATCH FINISH <br /> ASSUMED ALLOWABLE STRESS AND SIMILAR INFORMATION NEEDED FOR INSTALLED. OF EXPOSED HEADS TO MATERIAL BEING FASTENED. PROJECT <br /> 4. SIDE RAILS: 1-1/2 INCHES WIDE BY 3 INCH TUBES WITH 1/8 INCH WALL THICKNESS. ANALYSIS. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A STRUCTURAL 6. AVOID APPLICATION OF ROOF BOARDS DURING RAIN, HEAVY FOG AND ANY OTHER 3. SHOP FABRICATE ITEMS TO GREATEST EXTENT POSSIBLE. FORM WORK TO FIT <br /> ENGINEER LICENSED TO PRACTICE IN THE STATE WHERE TRUSSES ARE TO BE CONDITIONS THAT MAY DEPOSIT MOISTURE ON THE SURFACE, AND AVOID THE SUBSTRATES. FORM EXPOSED SHEET METAL WORK WITHOUT EXCESSIVE "OIL SPECIFICATIONS <br /> 5. SAFETY POSTS: BILCO LU-4 LADDER UP SAFETY POST, BOTH SIDES ERECTED. OVERUSE OF NON-VENTED, DIRECT-FIRED HEATERS DURING WINTER MONTHS. CANNING." BUCKLING, AND TOOL MARKS, TRUE TO LINE AND LEVELS WITH EXPOSED <br /> EDGES FOLDED BACK TO FORM HEMS. Date: 08.07.2020 <br /> 6. RUNGS: 1-1/4 INCH O.D. TUBE WITH RIBBED SURFACE AND CAPABLE OF 1,000 4. HANDLE & STORE TRUSSES WITH CARE AND IN ACCORDANCE WITH 7. PROTECT GYPSUM BOARD INSTALLATIONS FROM DAMAGE AND DETERIORATION <br /> POUND LOAD. SPACE 12 INCHES ON CENTER. ATTACH RUNGS IN CENTERLINE OF MANUFACTURERS INSTRUCTIONS AND TPI RECOMMENDATIONS TO AVOID UNTIL DATE OF SUBSTANTIAL COMPLETION. 4. THE FACE OF THE PRE-FINISHED METAL "CAP FLASHING" OR "ROOF COPING" SHOULD Project Number: RAC19024.0 <br /> SIDE RAILS BY WELDING. DAMAGE. BE 4-INCHES HIGH FROM THE TOP OF THE BREAK TO THE DRIP TO ACCEPT THE LED <br /> 7. RUNG LENGTH: 24 INCHES. 5. FASTENERS &ANCHORAGE: PROVIDE SIZE, TYPE, MATERIALS AND FINISH AS <br /> CHANNEL. Drawn By: XxX/X)CX <br /> INDICATED COMPLYING WITH APPLICABLE FEDERAL SPECIFICATIONS FOR NAILS, 5. ALL EXPOSED ADJACENT FLASHING MUST BE OF THE SAME MATERIAL AS THE FINISH <br /> 8. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY SCREWS, BOLTS, NUTS & WASHERS AND ALL ANCHORING DEVICES. PANELS. <br /> PREPARED. NOTIFY OWNER/ARCHITECT OF UNSATISFACTORY CONDITIONS Sheet Number: <br /> BEFORE COMMENCING WORK. FIELD VERIFY REQUIRED DIMENSIONS. 6. ERECT TRUSSES WITH PLANE OF TRUSS WEBS VERTICAL AND PARALLEL TO EACH 6. REPLACE ALL DAMAGED OR SCRATCHED PANELS, FLASHING OR TRIM. <br /> COORDINATE WITH SUPPORTING CONSTRUCTION TO ENSURE ADEQUATE OTHER LOCATED ACCURATELY (SPACING AS INDICATED). ANCHOR TRUSSES <br /> BLOCKING AND SUPPORT. SECURELY AT ALL BEARING POINTS. DO NOT CUT TRUSS MEMBERS. <br /> A9 . 30 N <br /> J <br /> V) <br /> Q <br /> H <br /> H <br /> m <br /> V) <br />