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GYPSUM GONLDINGTION 5 EGT1ALL COMPLY M1306.1 APPLIANGE GLEARANGE: GENERAL CONTRACTOR5 AND 5UBCONTRAGTOR5 TO REVIEW 0 SHEET NUMBER
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FIRE EXTIN6UISHER5 TO CODE F.G.N.Y. 5EGTION Q� TABLES 2506,AND 2506. "A": NOTE X: AN FIREPLACE TO BE SELECTED APPLIANCES SHALL BE INSTALLED WITH THE RECREATION
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DETECTOR EXTINGUISHER = 75-O . BOTTOM OF DouBLE STUD POST 2406,AND 2407' MOUNTING HEIGHTS AND LOCATIONS 604.1,AND 6042. THE APPLIANCE LABEL AND IN THE GONSTRUGTiON.DO NOT SCALE DRAWINGS.DIMENSIONS SHALL BE COVERED PORCH AREA= 1,2g2 SQ.FT. BUILDING � R4
PROVIDE FIRE RATED CABINET. -ILLUMINATE EXIT SIGNS,WITH BATTERY BACKUP,SHALL BE INSTALLED LOGATION5 INDICATED"HV'ON PLAN, MANUFAGTURER5 IN5TALLATION IN5TRUGTION5. CALCULATED AND NEVER SCALED UNLE55 OTHERWISE NOTED.
MAIL ROOM AREA= 261 50.FT.
OVER ALL EXIT DOOR5 5EE DETAIL I/R3.
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NOT TO SCALE R`� \ I e BEARING WALL(TYP) ALIGN TRU55 RIDGES
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WOOD ROOF TRU55 5PEGIFIGATION5: — — — — — — INT.BEARING WALL =,197712 I, ' 1 I -ILI III U)
ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS — — — — —�� /�/ ���/�/ / �®/ —1 8 $ I I I I r _ -1u III p
DE516N PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. I I \\\ /\ /// SEE 2/R5 FOR
`� STRAPPING(TYP) I I TRUSS RIDGE H/VENT I �I- 110'-0"PL.HT.
1605.3.1 BA51G LOAD COMBINATIONS USING ALLOWABLE 5TRE55 DESIGN: 1 1I L / OTE " " (l I I
D (EQUATION I6-S) I I N R I I I I I I y',o I - - II
D + L (EQUATION Ib-q) 1111 -
D + 5 (EQUATION 16-10)
I� ALIGN FASCIAS
D + .6W (EQUATION I6-12) , 1"1 I I _ _ _ — I I Q o IIII uj
D + 0.15 (.6W) + 0:15 5 (EQUATION I6-13) I I �e / \/ \\ k I N 1 I p
o.H. I � Z1 I �// \�zLJ_ LJ_ LJ_ LJ _ � L =s = = - -� /- - —
D = DEAD LOAD, L = LIVE LOAD,5 = SNOW LOAD,W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL �� I — — — — �
BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF A5GE 1-10 FOR 130 MPH ULTIMATE DE516N WIND II I I �L I 10'-0"PL.HT. F-
SPEED (101 MPH BA51G DESIGN WIND SPEED) IN EXPOSURE GATE60RY B. II SII I 2-2Xb L5L TOP U55 RIDGES 12 O W
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-L PLATE AT INTERIOR ti W/VENT —1 2 w ''
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ROOF TRU55E5 SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DE516N LOADS: ' BEARING HALL(M) I O p Q N N N r M
1� 12 0 \ � NL z O.H. o � cv v v v � � � �
TOLL = 20 P5F PLUS UNBALANCED 5NOW LOADING,WIND LOADINGS, AND ANY APPLIGA13LE SNOW DRIFTING OR 1111 ar z I I Lg� I — y �� / IF . RING HALE s O
BUILD UP LOADS AS REQUIRED BY A5GE7-10 , TGDL = 15 P5F, BGLL=IOP5F,AND BGOL = 10 P5F. PROVIDE III oI IIII l i i — — — — ��/ ��%� a�/iy i�/r =- /icya�a�/i — — — / //�//�/ir�r r— —- p
ADDITIONAL 25PLF TGDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIG CELLS.
TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LE55ER OF L/360 OR 15".
N PRIOR � CIL � 61-, I it I � � I � � I I FDI I I I I � Rb
TRU55 DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED
15-0PL.HT. I ( I I I � - 2- ALIGN FA5CIA5
TO INSTALLATION. TRU55 DESIGN DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION:
I. DEPTH,SLOPE (IF ANY),SPAN, AND SPACING. 11) I SEE 2/A4 FOR I
2. LOCATION OF ALL JOINTS. I I 1 �' N "R" I
3. REQUIRED BEARING WIDTHS. I PLATE Xb 1-51 INTERIOR STRAPPING(TYP) I I I r — — — _
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4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. I _ L
4.2. TOP CHORD DEAD LOAD. I I BEARING WALL(TYP) ( - =�—EARING KALL F— _— — — —_—�_ — 1641
4.3. BOTTOM CHORD LIVE LOAD. — — // / ��!� 7l/l71/ INTINT.B_ 7dL r \ / , I I I ��
�/� -)� 1 1 \\ /\ // I I I
4.4. BOTTOM CHORD DEAD LOAD. // I \ / II I IIII
4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. I I I \\ /\ // SEE 2/R5 FOR I 1 IIII '�' IIII I I I I 1 4,� I I I
4.6. CONTROLLING WIND LOADS. �o 1 n �\ ✓ STRAPPING(7YP) I 1 '�' 12 I I 1 H.
5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. I I I J I- — — — — — — —
6. EACH REACTION FORGE AND DIRECTION. O.H. z 1 I IIII (III r �' I NOTE- — — — — �
1. JOINT CONNECTOR TYPE AND DESCRIPTION(E.6.,SIZE,THIGKNE55 OR GAGE) AND THE DIMENSIONED LOCATION I rT- I 1 I I I I __ — _ I i 1 I I 0
OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY I I I 11 I o I I , o 0 0 0 0 0 0 0 0 0
LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 6A MIN THICKNESS GRADE A GALVANIZED STEEL Io-0PL.HT. — I `� o I 1 LL� _ _ _ _ 'J o I I I F- 7 I ( I-4 �, �, �, �, �, �, �, �,
PLATES. — — — — — — — s I I 014. > > > > > > > > > >
� I � - - - - - - - - - - -I-r— - -� // J 15'-0"PL.HT. `ro I I I � � � � � � � � � �
b. LUMBER SIZE,SPECIES AND GRADE FOR EACH MEMBER. I \\ /\ / Io-0 PL.HT. „ " I I I
q. CONNECTION REQUIREMENTS FOR TRU55 TO 6IRDER-TRU55,TRU55 PLY TO PLY,AND FIELD SPLICES. I I 1 ' " I L - N I I
10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Q o 1 1 11 1 1 1 Q
11. MAXIMUM AXIAL GOMPRE55ION FORGES IN THE TRU55 MEMBERS. N I'-4" I i a 1r- 1 " ALIGN FASCIAS I ( I 1 I I Io'-0°PL.HT. o
12. REQUIRED PERMANENT TRU55 MEMBER BRACING LOCATIONS. o.H. NOTE "R" x O.H. I'-4" 8 1� e N
I N NG WITH ENGINEERING PRACTICE THE DE516N AND O.H. 1
TRUSSES SHALL BE DESIGNED I ACCORDANCE ACCEPTED E I G 15'-0"PL.HT. _MANUFACTURE OF METAL-PLATE-GONNEGTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI I. THE TRUSS DE51GN — T�ll
DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF r � 2"xl2"P.T. rr
NEW YORK. ` 0 1'-4" LJ LOHFzIRDE L -6ok6JRD> L� I I I I 1 c>
15'-0"PL.HT. 0.H•
ROOF TRU55 DESIGNER TO ADJUST HEEL HEIGHTS,OVERHANGS, AND ROOF PITCHES 50 THAT FA5GIA5 AND I ( o L C - __-= J 0 o
RIDGES ALI6N AS SHOWN ON ELEVATIONS AND SECTIONS. I ] cLije
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TRUSSES SHALL BE FABRICATED IN AGGORDANGE WITH THE TRU55 SHOP ORMINC75 FROM ACCURATELY GUT ALIGN FASCIAS 15'0'PL.HT. �I 12 — --�8 — 0 o
WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. 0 �J-1
0
TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRV55 DRAWINGS. 2'-0' x 2'-0' w
THE CONTRACTOR 15 RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE ::: AREA OF ONE ROOF 0.H o 0 O.H.p
CONTRACTOR SHALL ENSURE THAT ADEQUATE BRAGING HA5 BEEN DESIGNED AND INSTALLED TO PREVENT BUILT OVER ANOTHER ❑
ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS17
THE 56GA BUILDING COMPONENT SAFETY INFORMATION %51) GUIDE TO GOOD PRACTICE FOR HANDLING, I� ° I APPROVED Gycr-
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INSTALLING � BRAGINC7OF METAL PLATE CONNECTED WOOD TRU55E5. X X
PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS OF ALL ROOF TRUSSES TO RE515T UPLIFT LOADS
SHOWN ON TRU55 DRAWINGS. NOTE '�" TOWN OF SOUT�''�'D z 3 � a
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M55 MEMBERS SHALL NOT BE GUT,NOTCHED,DRILLED,SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT , ( ( , ATC
.... ............. ................. ...................
THE APPROVAL OF A REGISTERED DE516N PROFESSIONAL. w
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THE CONTRACTOR 15 RESPONSIBLE FOR THE MEANS AND METHODS OF EREGTING THE TRU55E5. THE CONTRACTOR
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IN5TILLATION OF THE TRUSSES.
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ROOF TRU55 DE516NER TO VERFIY ALL ROOF PITGHE5 AND HEEL HEI6HT5 TO
IN5URE THAT ALL FASCIA BOARDS AL16N WHERE NOTED.
SEP 0
---..—Tov_a.—_ JOB NUMBER
Sou±ne!tl Teem
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1507.2.8.2 ICE DAM MEMBRANE �"`
NOTE: A MEMBRANE THAT GON5I5T5 OF AT LEAST 2-LAYER5 OF UNDERLAYMENT GUTTERS 4 LEADERS NOTE "R": 6i SHEET NUMBER
. . . . .
SHALL BECEMENTEDU�D IN LIEU 6ETHER0°NORMAL UNDDERLAYMEI° AND EXTEND LYMER IED FROM1THE SAVE EDGE SHALMEN 5HEET ALL LUBE 5'SSEAMLED55R0.6. 52TYBE wr ALL RELATEDE BAKED ALUMINUM O32" MIN. 6AU6E,REG2UIRED AGGESSOR E55 PER MANUFACTURERS IN5TALL ICE HATER SHIELD00 LSI RECREATION =
PRE-ENGINEERED ROOF TRUSSES I - a
TO A POINT DIMEN51ONED HORIZONTALLY 24" IN510E THE EXT. WALL LINE OF THE LEADER5 SHALL BE MIN. 2"X3", .021" GAUGE W/ GLIP5 � ANGHOR5. CAULK 4 5PEGIFIGATION5 TO MAINTAIN DESIGNED BY TRU55 ENGINEER. 5EE z0
STRUCTURE AT ALL CRITICAL VALLEY WALL TO ROOF INTERSECTIONS. SEAL ALL JOINTS. PITCH 6UTTER5 MIN. 1/&"/FT. PROVIDE P.Y.G. REGEPTOR5 8" PRODUCT WARRANTY TRU55 NOTES SHEET R5. 5GALE: 3/16" = P-0" BUILDING W
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