HomeMy WebLinkAboutMZ-NEZ Architectural Details-AD 5.1PLAN NAME
SHEET
PRODUCTION MANAGER
DATE / DESCRIPTION
NPC PLAN NUMBERLAWSON PLAN ID
GARAGE HANDING
REV #
NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS
INITIAL RELEASE DATE:CURRENT RELEASE DATE:
(c) Copyright Pulte Home Corporation - 2016
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10UPDATE COL LOC06/25/201511UPDATE MISC11/24/201512SHOWER WINDOW04/14/201613NEZ ALIGNMENT04/15/201614UPDATE DETAILS05/17/2016............
PLAN NAME
SHEET
PRODUCTION MANAGER
DATE / DESCRIPTION
NPC PLAN NUMBERLAWSON PLAN ID
GARAGE HANDING
REV #
NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS
INITIAL RELEASE DATE:CURRENT RELEASE DATE:
7
RICK STARKEY4/8/3013
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--1900 E. Golf Road - Suite 300Schaumburg, Illinois 60173Pulte Midwest ZonePLOTTED: May 17, 2016 / W Mike Harkins / MZ-NEZ ARCHITECTURAL DETAILS.DWG
AD
5.1Central ZoneStandard Deck and Screen Porch Details.\A1;PER PLAN
\A1;FROST DEPTH PER LOCAL CODE
\A1;PER SITE
\A1;3'-0"
\A1;PER PLAN\A1;8'-0" MAX.
\A1;PER\A1;STRUCT.
\A1;PER STRUCTURAL\A1;PLAN
\A1;PER SITE
\A1;3'-0"
\A1;PER STRUCTURAL PLAN
2X8 TREATED JOISTS AT 16" O.C.
POST AND BRACKET PER STRUCTURAL PLANS
APPROX. GRADE
\A1;PER PLAN\A1;1"
(2) 1/2"%%C THRU-BOLT\PUSE 1" MIN. WASHER AND NUT EACH SIDE
BEAM AND BRACKET PER STRUCTURAL DRAWINGS
BEAM PER STRUCTURAL DRAWINGS
\A1;3{\H0.750000x;\S1#2;}"
\A1;4"
OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4"%%C SPHERE
CONCRETE PIER PER STRUCTURAL ON UNDISTURBED SOIL
6x6 POST AND BRACKET PER STRUCTURAL PLANS
\A1;FROST DEPTH PER LOCAL CODE
\A1;PER SITE
\A1;3'-0"
\A1;PER\A1;STRUCT.
\A1;PER STRUCTURAL PLAN
2X8 TREATED JOISTS AT 16" O.C.
BEAM AND BRACKET PER STRUCTURAL DRAWINGS
ALTERNATE DETAIL\PCONCRETE PIER PER STRUCTURAL ON UNDISTURBED SOIL TO FROST DEPTH PER LOCAL CODES
4x4 POST AND BRACKET PER STRUCTURAL PLANS
SEE DETAIL {\C6;D}
\A1;4"
SCALE:DETAIL AT BEAM AND JOISTS1/2" = 1'-0"1 SCALE:LEDGER DETAIL - SIDING1/2" = 1'-0"2
SCALE:DETAIL AT BEARING POST1/2" = 1'-0"4 SCALE:DETAIL AT CONCRETE PIER1/2" = 1'-0"5
SCALE:LEDGER DETAIL - MASONRY1/2" = 1'-0"3
SEE DETAIL {\C6;E}
SEE DETAIL {\C6;A}
SEE DETAIL {\C6;B}
SEE DETAIL {\C6;A}
SEE DETAIL {\C6;B}
c
c
\A1;PER STRUCTURAL\A1;PLAN
\A1;PER STRUCTURAL\A1;PLAN
SIDING PER ELEV.\PSTART 2" ABOVE DECK
MEMBRANE FLASHING UNDER SIDING AND DECK BOARDS - OVER LEDGER
\A1;2"
(2) 1/4"%%C X 3 1/2" LONG SIMPSON SDS SCREWS AT 16" O.C.
ALL JOISTS HUNG FROM LEDGER W/ LUS28 JOIST HANGERS - ALL HOLES FILLED2x6 CONTINUOUS CAP RAIL
2x8 BLOCK'G BETWEEN JOIST FOR HANDRAIL POST SUPPORT
\A1;(2) {\H0.7x;\S1#2;}"%%C CARRIAGE BOLTS SPACED AT 3 {\H0.7x;\S1#2;}"\PBOLT HEAD TO OUTSIDE TO ALLOW TRIM OVER\PUSE 1" MIN. WASHER AND {\H0.7x;\S1#2;}" NUT
2x8 BAND BOARD
4x4 RAIL POST
2x8 BLOCK'G BETWEEN JOIST FOR HANDRAIL POST SUPPORT
\A1;(2) {\H0.7x;\S1#2;}"%%C CARRIAGE BOLTS SPACED AT 3 {\H0.7x;\S1#2;}"\PBOLT HEAD TO OUTSIDE TO ALLOW TRIM OVER\PUSE 1" MIN. WASHER AND {\H0.7x;\S1#2;}" NUT
2x8 BAND BOARD
4x4 RAIL POST
\A1;3{\H0.750000x;\S1#2;}"
2x4 BOTTOM RAIL FASTENED TO 4x4 POST WITH (3) 3" HOT DIPPED SCREWS OR (3) 12dX0.131 HOT DIPPED NAILS\A1;2x2 #2 OR BETTER BALUSTERS AT 5" O.C. - FASTEN WITH 2 {\H0.7x;\S1#2;}" x 0.135 HOT DIPPED SCREW
\A1;2x2 #2 OR BETTER BALUSTERS AT 5" O.C. - FASTEN WITH 2 {\H0.7x;\S1#2;}" x 0.135 HOT DIPPED SCREW2x4 SUPPORT RAIL FASTENED TO 4x4 POST WITH (3) 3" HOT DIPPED SCREWS OR (3) 12dX0.131 HOT DIPPED NAILS
\A1;ALTERNATE FASTENERS\P(2) {\H0.7x;\S1#2;}" HOT DIPPED CARRIAGE BOLTS NUT AND 1" MIN. WASHER VERIFY W/ ENGINEERING
SCALE:DETAIL at HANDRAIL POST FRAMING CONNECTION1-1/2" = 1'-0"C
SCALE:DETAIL at HANDRAIL AND POST CONNECTION1-1/2" = 1'-0"B
SCALE:DETAIL at HANDRAIL CAP and BALUSTRADE1-1/2" = 1'-0"A
SCALE:DETAIL at LEDGER - MASONRY VENEER CONDITION1-1/2" = 1'-0"ESCALE:DETAIL at LEDGER - SIDING CONDITION1-1/2" = 1'-0"D
SEE DETAIL Cc
\A1;4"
ALL JOISTS HUNG FROM LEDGER W/ LUS28 JOIST HANGERS - ALL HOLES FILLED
\A1;(2) {\H0.7x;\S1#2;}" HOT DIPPED CARRIAGE BOLTS NUT AND 1" MIN. WASHER VERIFY W/ ENGINEERING
BRICK VENEER
RUBBER FLASHING OVER BRICK BELOW BAND EXTENDING BEHIND AND ABOVE STEEL LINTEL - INSTALL THIS FLASHING FIRST
RUBBER FLASHING OVER STEEL LINTEL PER STRUCTURAL PLANS OVER RUBBER FLASHING FROM BELOWHOUSE WRAP OVER RUBBER FLASHING OVER STEEL LINTEL
(2) 2x8 LEDGER BOARD THRU-BOLTED TO RIM JOIST
2x8 LEDGER BOARD ATTACHED WITH SCREWS OR THRU-BOLTS PER NOTES AT RIGHT
M-10 SC. 1-1/2" = 1'-0"
DECK DETAILS
{\H1.7778x;\LGENERAL NOTES:}\P\P\pxi-3,l3,t3;1. SUPPORTING POSTS, BEAMS AND JOISTS SHALL BE TREATED LUMBER\P2. USE G185 HOT DIPPED GALVANIZED CONNECTORS, FASTENERS AND NAILS WHEN USING TREATED LUMBER. \P3. USE RECOMMENDED FASTENERS WHEN USING MATERIALS OTHER THAN TREATED LUMBER\P4. DO NOT MIX STAINLESS STEEL AND GALVANIZED CONNECTORS, FASTENERS AND NAILS.
SCALE:TYPICAL HEAD DETAIL1-1/2" = 1'-0"D
M-11 SC. 1-1/2" = 1'-0"
SCREEN PORCH DETAIL
SCALE:
INTERSECTION / CORNER / DOOR /
MULLION JAM DETAILS1-1/2" = 1'-0"C
SCALE:TYP. OPENING SILL DETAIL1-1/2" = 1'-0"B
SCALE:BOTTOM PLATE DETAILS1-1/2" = 1'-0"A
SEE WALL SECTIONS FOR INFORMATION NOT NOTED IN THIS DETAIL
1x3 OVER 5/4x8 FRIEZE
1x6 RIPPED TO FITBLDG WRAP OVER SHEATHING PER SPECDBL PLATE ON BEAMS PER STRUCTURAL DWGS
BLDG WRAP OVER SHEATHING PER SPEC1x3 OVER 1x10 FRIEZE
1x8 RIPPED TO FITBLDG WRAP OVER SHEATHING PER SPEC
1x4 RIPPED TO FIT1x6 RIPPED TO FITSTRETCH SCREEN OVER OPENING FASTENED PER MFR AND COVER JOINTS W/ TRIM
SCREEN DOOR, JAMB AND STOP
1x3 PER SPEC- BOTH SIDES - TREATED
(1) 2x4 W/ SHEATHING EACH SIDE-TYP.
1x3 PER SPEC- BOTH SIDES - TREATED
(1) 2x4 W/ SHEATHING EACH SIDE-TYP.
1x6 RIPPED TO FIT
1x6 RIPPED TO FIT1x4 PER SPEC- BOTH SIDES'J' AND UTILITY CHANNELSIDING PER SPEC BOTH SIDES
1x TRIM RIPPED TO FIT
SCREEN
SCREEN
STARTER STRIP EACH SIDE
SIDING PER SPEC BOTH SIDES'J' CHANNEL AROUND WEEPOMIT TREATED BOTTOM PLATE FOR 4" EVERY 42" - BLDG WRAP OVER FLASHING - TAPE ALL JOINTS
FASTEN TO SLAB PER STRUCTURAL DWGS
1x3 OVER SCREEN
14
10/10/22