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HomeMy WebLinkAbout05050012.4UU IJIUt UIMM.WUN VERTICAL STYLE TYPICAL PLAN z z W v W KEY NOTES USED FOR THIS DETAIL: 1. ROOF SCUTTLE - 2' -6" x 3' -0" TYPE "S" WITH "LADDER -UP" SAFETY POST MODEL 2 BY BILCO COMPANY. SECURE SCUTTLE TO ROOF STRUCTURAL STEEL WITH THRU BOLTS ACCORDING TO MANUFACTURER'S DIRECTIONS. HINGE PINS ARE TO BE WELDED NON- REMOVABLE. 2. STANDARD 1" FIBER CANT, E.P.D.M. ROOFING, AND COUNTER FLASHING. 3. 3-1/2" x 3-1/2" x 1/4" ANGLE WELDED FRAME. EXTEND AND SECURE TO BUILDING ROOF STRUCTURE AS REQUIRED. 4. 2-1/2" x 3/8" FLAT STEEL BAR SIDE RAILS, AND 1- DIA. STEEL RUNGS PUNCHED INTO RAILS 12" CENTERS AND WELDED. 5. PROVIDE 2 -1/2" x 3/8" FLAT STEEL BAR BRACKETS AT MAX. 4' -0" CENTERS. WELD TO SIDE RAILS. WELD TOP TO STEEL ANGLE FRAME. 6. AT METAL STUD WALLS PROVIDE 2x10 BLOCKING SCREWED SECURELY BETWEEN METAL STUDS FOR ANCHORAGE OF STEEL BRACKETS ON LADDER. AT MASONRY WALLS FASTEN BRACKETS WITH 3/8" x 2 -3/4" WEDGE "RED HEAD" OR "MOLLY" ANCHOR BOLTS. 7. PROVIDE 2 -1/2" x 2 -1/2" x 3/16" WELDED CLIP ANGLES SECURED TO CONCRETE FLOOR WITH 1/2" x 2 -3/4" WEDGE "RED HEAD" OR "MOLLY" ANCHOR BOLTS. 11.1; rn I PLAN SEE ROOF PLAN FOR APPROX. LOCATION OF ROOF SCUTTLE. FIELD VERIFY EXACT LOCATION WITH ROOF JOISTS. ROOF SCUTTLE AND LADDER i DETAIL 3 \O SCALE: NONE 2' -4" 0 H.V.A.C. UNIT TWIST 2 "x1/2" PLATE (2 AT 18" O.C.) Q 2 "x1/2" PL. BRACKETS (A +/- 3' -0" O.C. Z ANCHORED TO WALL D 5, 00 t` I ROOF ACCESS LADDER DETAIL 5- SCALE: NONE VERTICAL STYLE TYPICAL SECTION ROOF TOP UNIT SCREEN TYPICAL DETAIL USE ENVISOR TEXTURED STYLE PANELS TO MATCH E.I.F.S. COLOR OF BLDG. NOTES: 1. ROOF TOP SCREENS TO BE INSTALLED AS INDICATED ON ROOF PLAN. 2. SCREENS TO BE " ENVISOR VERTICAL STYLE SYSTEM" AS MFD. BY ADVANCED VISUAL SOLUTIONS: (800) 726 -4817 HTTP: / /WWW.AVSUSA.COM DETAIL 4 SCALE: NONE GALV. SHEET METAL COUNTER Z FLASHING RIGID INSULATION �I FIBER CANT v PREFAB. CURB BY HVAC UNIT MANUF. (VARIES WITH MFR.) PRESERVATIVE TREATED WOOD NAILER ROOF OPNG. DIM. (SEE H.V.A.C. UNIT REQUIREMENTS) MECHANICAL CURB MEMBRANE FLASHING 8" 4" (TYP.) STRUCTURAL STEEL ROOF FRAMING MEMBER. (TYPE MAY VARY) DETAIL 2 SCALE: NONE CLAMPING RING & GRAVEL STOP (BY OTHERS) (WATER DAM ON OVERFLOW DRAIN) WATER CUT -OFF MASTIC EPDM MEMBRANE RIGID INSULATION I y NOTES: 1. ALL BOLTS OR CLAMPS MUST BE IN PLACE TO PROVIDE CONSTANT COMPRESSION ON WATER CUT -OFF MASTIC. 2. CUT THE MEMBRANE SO IT EXTENDS A MINIMUM OF 1/2 INCH FROM THE ATTACHMENT POINTS OF THE DRAIN CLAMPING RING. 3. HOLE IN MEMBRANE MUST EXCEED SIZE OF DRAIN PIPE. 4. ROOF DRAIN SIZE AND NUMBER OF DRAINS SHALL BE IN ACCORDANCE WITH LOCAL CODES. 5. TOP OF OVERFLOW DRAIN WATER DAM TO BE SET AT 2 INCHES ABOVE ELEVATION OF ROOF DRAIN INLET. THIS DETAIL APPLIES TO OVERFLOW DRAIN ALSO ROOF DRAIN DETAIL 1 SCALE: NONE _ GENERAL NOTES: N O H Z �= w w� >> a = y W N F N 2w: o� N� O F _ O� Z O W K O O G1) SEE SHEET A161 FOR ROOF PLAN. o =NmW = = °��_�° °w - ~xx�a°o > }woUr�oGx E wZ �mW°33�N mm� w cl °�m3Q zw a wo °NSOWO�� xNzWV» z N N Z N w 3 Z O W = aYw zx_�zvK08- �w,U a 0', w, 0 oa Mnmzm03lwoxzx°¢oEF o a Z 0 OZ Oct W :2 m Of it 1 U U L� ♦ /1 V � � V) 0 Ld o Q LLI o Ld Of 0 V) Q t 0) W z � O Q O M N M co �o V CQ M �I _ O ) O y cj cn zs rri � wow 0 M a o� o q cob q `NNN P. - -- Z =� O Z. - o w�'� ~ =__ zo a a 00 kv ilirlllll 0 ° 0 U •� a1 cO w _ "z\11 q m a; � ;b rnrnw 4 U i i c '4 � (n O a J m - U) z 0 a m LLJ C) m w c� V) w o o z > m c) o w U U w O _ d O � z — Q U N - O O � U W V1 o O J Gj o � ° NP r m o w Y o - D 3 a o V) [If Q F_ C7 � > Q I- GIn t` oWCG da © 2004 BALAY ARCHITECTS, INC. DETAILS - ROOF ACCESSORIES A461