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GENERAL INSTALLATION NOTES: --
1) VERIFY ALL FIXTURES, TYPES, STYLES AND LOCATIONS
ON SITE WITH OWNERS AND CONTRACTOR!
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2) ANY DISCREPANCIES, OMISSIONS, OR OVERAGES TO BE O
ADDRESSED PRIOR t0 INSTALLATION. 0
3) ALL BEDROOM RECEPTACLES TO BE ON ARC-FAULT CIRCUITS. W
4) ALL SMOKE DETEGT,ORS TO BE INTERCONNECTED.
5) TYPICAL SERVICE REQUIRED: AMP.
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DORMER 1 DO MER
1) EXTERIOR WALLS: - 2x6 #2 SYP 6 16" O.C. TYP. FF -
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- 1/16" 05B W/ TYVEK OR EQ. VAP. BAR. 10" ,
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SPECIFICATIONS FOR R/O SIZE, JAMB SPECS AND WIND II Z
REQUIREMENTS AND STANDARDS.
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- GARAGE DOORS SERIES 280 - D.L. 25 PSI/T.L. 31.5 PSI �oe
- WINDOWS LESS THAN 18" AFF TO BE SAFETY GLASS q it1 12 12 I � 3 3 mcq
3) INTERIOR FRAMING 2X4 TYP., 2X6 AT PLUMBING AND BEARING _ IO 10 0 in
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WALLS > IO HT. FINISH 1/2 SHEETROCK (5/8 OPT) i i ul
4) PLATES: Ist FLOOR MAIN: 10' 1-1/4" PL ( 4
FLOORING: 16" FLOOR TRU55 W/ 3/4" T4G COX >
SUBFLOOR l'-6" HT
2nd FLOOR MAIN: 9-I
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2nd FL DORMER PL: 20'-1" PL 1 O -1-1/4 I I FL i
GARAGE ROOF PL: 10'-1-1/4" PL 1201-111 FL 1 j,�
GARAGE CEILING PL: 8'-1-1/4" + 1(o FLOOR DROP t0 MAIN
FLOORING: 14" TJI FLOOR JOIST W/ 3/4" T4G COX
BONUS/DORMER PL: 11-10" PL
5) MAIN ROOF PITCH 10/12, OVERHANG 16" TYP, a
- ENTRY PORCH: 4/12
- REAR PORCH: 3/12 10'-1-1/411 ROOF FL.
- DINING VERANDA: 5/12 Q
- 2nd FLOOR REAR: 6/12 S'-1-1/°411 CL G FL
- ROOF DESIGNED FOR ARCHITECTURAL SHINGLES
- ROOF PER CONVENTIONAL FRAMED LAYOUT 0
FROM STRUCTURAL ENGINEER
- l/16" OSB ROOF DECK W/ 015 FELT
- CONVENTIONAL FRAMED OVER GARAGE/GAMEROOM
4 STORAGE AREAS
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(o) FOUNDATION SET AT 3-4 COURSES MIN, A$OYE FOOTER CAP.
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VERIFY AT SITE,
CONTRACTOR TO VERIFY 501L SUITABILITY FOR CONSTRUCTION
WITH OWNER'S ENGINEERING AND TESTING SPECS, Z
-1) INSULATION AREAS TO INCLUDE: Ian
- ALL EXTERIOR WALLS ®Q
- ALL WALLS ADJACENT TO UNCONDITIONED SPACES
- ALL PLUMBING WALLS
- ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS
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8) PLUMBING BY OTHERS �' I G
9) HVAC 8Y OTHERS SWEET
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10) PROJECT STRUCTURAL ENGINEERING OF ALL MEMBER5, j C�
BEAMS GIRDERS AND BEARING POINTS TO BE BY \•/
` CERTIFIED FLORIDA STRUCTURAL ENGINEER.
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W/ 2 - #5 RODS CONTINUOUS: I
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MAY 0 9 2005 Ln
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NOTE:
CONSTRUCTION I FOUNDATION LEGEND N w w
UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR � C/)
PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC (SEE SHEET No. S-5 FOR STRUCTURAL DETAIL) i--i
I
CONSTRUCTION SITE,--THE--UNDERSIGNED- ENGINEER--RECOMMENDS--THAT ---AT LEAST TWO (2) 25 ft. DEEP SOIL BORINGS BE PERFORMED AT THE – — — — — — — — — — — – 0� LLl
CONSTRUCTION SITE FOR THE PURPOSE OF EVALUATING THE DEEP SOIL
T I 8"x8"x16" CMU STEM WALL w/ U
CONDITION AND TO INSURE THAT THE SOIL DOES N0. CONTAIN POCKETS i OF UNSUITABLE SOIL (I.E. ORGANIC SOIL, UNCONSOLIDATED CLAY, ETC.) (1)#5 ROD VERTICAL W) 1 O.C. O
THAT MAY CAUSE FUTURE DETRIMENTAL STRUCTURAL SETTLEMENT. – — — — — — — — — — — – & HOOKED INTO 20"(W) x 10"(H) W �
CONC. FOOTER w/(2)#5 RODS CONT. m U
HOWEVER, 6 ft. DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH TYPICAL FOUNDATION DETAIL Q z
THE DEPTH OF SOIL EXCAVATION AND BACKFILL. NUMBER OF BORINGS z Ln
NOTE: SHALL BE RECOMMENDED BY THE SOIL ENGINEER. _ _ _ _ _ _ _ _ _ _ _ _
i� IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED (I.E. 25 ft. DEEP 20"(W) x 12"(H) THICKEN m O Q
ALL EXTEFzIOF WALLS HAVE BEEN C�-LANCED TO � STUDS. _ o J �
ALL �ECESSEp S�-IOUJEIRS ,4T EXTERIOR UJ,4LLS HAVE SEEN SOIL BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING: RODSCONCRCONTETE SLAB w/ (2)#5 � 0
THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY – — — — — — — — — — — –
5HOizTENED �a� 2 '' TO �ACCO1"11�iOD�ATE THIS C�–IANC�E. SUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED
�UE1zIF'1' THAT THIS IS ,4CCEF'T4�LE UJIT�I ,41zC -IITECT/DESICNEfiz.� AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM INTERIOR THICKEN SLAB DETAIL
BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING I y��3 �+ t►���,�
- - - - - - - - - - - - jOB NUMBER
CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN 20' (W) x 12"(H) THICKEN %N�,�� �
ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING STEP DOWN CONCRETE
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DESIGN REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE w/ (2)#5 RODS CONT.
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TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. _�:•�t� �F':`� �`
INTERIOR STEP DOWN DETAIL = ,r t47SS'.
'' • ` '- - � - SHEET NUMBER
' : � � S _ 1 OF S - 5