HomeMy WebLinkAbout261 Big Spring TerM�►�t 1 � �01G
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: /(p S, / 1l
Documented Construction Value: $ t-110 5`? • 3/
/` Historic District: Yes
Job Address: �{�� ,! �'1 /��/�" �1l ��� .. ❑NuX
Parcel 1D: 27 -19 -30 -SI 0-0000-1 14o Residential R Commercial ❑
Type of Work: New'W Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Ilse ❑ Move ❑
Description of Work:
r NI IMRFR - 11L1—
Plan Review Contact Person: Daphne Clark Title:
Phone: 407-257-6940 Fax:
Email: daphne@PermitsPermitsPermits.co n
Property Owner Information
Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077
Street: 151 SOUTHHALL LANE #200 Resident of property? : NO
City, State Zip: MAITLAND FL 32751
Contractor Information
Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone:
Street: 151 SOUTHHALL LANE # 200
City, State Zip
MAITLAND FL 32751
/ ���
Fax:
407-257-6940
State -License No.: CBC1257462
Arch itect/En//giineer Information
Name: d���11 &4 AAA/ aliul7)(r1Phone:
Street: 6 Fax:
City, St, Zip:
Bonding Company: N/A
Address:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTMAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulati ng construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5°i Edition (2014) Florida Building Code
Revised: June 30, 2015 permit Application
GENERAL NOTES
FOUNDATIONS
SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF
MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM
BEARING CAPACITY 2000 PSF
TERMITE TREATMENT
THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE
PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT
(BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF,AGRICULTURE AND
CONSUMER SERVICES.
CAST IN PLACE CONCRETE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT,
AND A MAXIMUM WATER/CEMENT RATIO OF 0.58.
2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL
CONFORMING TO ASTM A-615 GRADE 40.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4
WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN
THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF.
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301.
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING
BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND
AT EACH END SHALL BE PROVIDED.
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS.
7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE
CENTER TO UPPER 1/3 OF THE SLAB.
BOLTS AND THREADED RODS
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.)
2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS
FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF
HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE
OR COPPER, FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153.
3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE
OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN
ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM.
MASONRY WALL CONSTRUCTION
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2,
CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000
PSI (fm = 1900 PSI)
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN V.
4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE
SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS
FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE
PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE.
6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK
WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE
FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR
POSITIONERS IN MIDDLE OF WALL
7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O.
8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND
COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED
ANCHORS OR EPDXY FASTENED STUDS S )HALL BE USED,
10. MASONRY ROUGH OPENING TOLERANCES - 1/4" :TO + 1/2"
11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL
LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO
CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED.
12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1
14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/
EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE
CONSOLIDATION.
WOOD CONSTRUCTION
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS)
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC.
STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING),
SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED
REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED
LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND)
CONDITIONS, E.O,R. TO REVIEW IF INSTALLED.
3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED
WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL
SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER
AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL
BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM
NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD.
5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY
(MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY
SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE
DESIGNED AND DETAILED BY OTHERS.
6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE
CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL
HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH
SIMPSON HSS2 STUD SHOES, TYP U.N.O.
7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE
CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST
CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED
GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES
NOT.
8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR
MASONRY IS TO BE PRESSURE TREATED,
9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR
MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT
WOODEN TOP PLATES.
10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS
ENGINEERED LUMBER
ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN
VALUES AS FOLLOWS:
COLUMNS BEAMS STUD
E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Ib/inz U.N.O.
Fb = 2500 Fb =3000 Fb = 2200
Ft = 1500 Ft = 1700 Ft = 1500
Fc 11= 3000 Fc 11= 3000 Fc 11= 2100
Fc I = 900 Fc 1 =900 Fc j = 450
Fv = 285 Fv = 285 Fv = 150
WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN
CONDITION U.N.O.
CEILING CONSTRUCTION
1. E 2 A RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS
OTHERWISE SPECIFIED.
2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN
LIVING SPACE IS ABOVE THE GARAGE.
3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF
TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED
SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/
8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD.
UNDER STAIR PROTECTION
METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD
IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS,
METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL
AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES
OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES.
1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A
MINIMUM G50 ZINC COATING
2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE
(NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING.
3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE
PRESERVATIVE WOOD TREATER.
4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES
OF PRESSURE TREATED WOOD.
PREFABRICATED WOOD TRUSSES
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR
SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT
CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS
ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR
LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED
TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE
CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR
THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO.
2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN
TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE
DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS
SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD
3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
THE LATEST EDITION OF ANSI TPI 1.
4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS
MANUFACTURER UNLESS NOTED ON PLANS
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF
TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY
TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
TRUSS DESIGN LOADS:
TOP CHORD: Lr = 16 PSF
DL = 7 PSF (SHINGLE TYPE ROOF COVER)
DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER)
DL = 14 PSF (TRUSS OVERBUILD)
BOTTOM CHORD: DL = 5 PSF
MINIMUM FLOOR DESIGN LIVE LOADS:
A) FLOORS = 40 PSF
B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT)
C) DECKS = 40 PSF
D) STAIRS = 40 PSF
E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O.
MINIMUM FLOOR DESIGN DEAD LOADS:
A)FLOORS = 15 PSF
B) BALCONIES = 15 PSF
GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS
-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS
-G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA
RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING
-MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE
TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS
LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4"
FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2
BLOCKING w/ (3) 12d TOENAILS EACH END.
-TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA.
TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND
EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP
GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3
FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.
-PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING
PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS
DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST
ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD.
-INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS
AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-63.
("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS
WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133).
-AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2)
12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND
INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2
BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN
BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING)
DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3.
6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS,
BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL
SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS
HANGERS.
FIELD REPAIR NOTES
1. OMITTED REBAR
DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR
INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW
MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE
30" MIN, LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING
BEND).
2. STRAPS/CONNECTOR SUBSTITUTION
MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT
& LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S
INSTALLATION INSTRUCTIONS ARE FOLLOWED.
3. STAIR CONSTRUCTION
2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE
USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.)
4. METAL STUD SUBSTITUTION
WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS
5. OMITTED J -BOLT
-1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY
w/ SIMPSON SET EPDXY @ 5" MIN EMBED.
-1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2"
J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
6. MORTAR JOINTS
-FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D)
-FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON
EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN.
"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2)
COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES,
THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG
-FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5
VERT. REINF. IN EA. CELL, CONT. PER PLAN.
7. OVERHANGING CMU WALL
-FOR CMU OVERHANGING FOUNDATION X1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT.
CELLS PER PLAN.
-FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES
IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN
-FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS.
STRUCTURALSTEEL
1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE
STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy =
35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI.
2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS
SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC)
BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA.
TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL
CONFORM TO ASTM F1654 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE
PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED
CONNECTIONS: ELECTRODES - E70XXUNO (LOW HYDROGEN). FILLET WELDS SHALL BE
%s' UNO.
3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES,
SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS,
FASTENERS, LOAD, AND TOLERANCES.
4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY
ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION.
DESIGN PRESSURES
WIND DESIGN LOAD INFORMATION
WIND SPEED (ULTIMATE) 139 mph
WIND SPEED (ALLOWABLE) 108 mph
WIND EXPOSURE B
RISK CATEGORY II
BUILDING TYPE V B
ENCLOSURE CLASSIFICATION ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/-0.18
S4
WIND PRESSURE & SUCTION
EFFECTIVE
NOTES &CONNECTOR LEGEND
S4.2
(PSF)
WIND
(+) VALUE DENOTES PRESSURE
AREA (SQ FT)
FOUNDATION DETAILS
SD2
- VALUE DENOTES SUCTION
AREA
O
O
GENERAL DETAILS
(+) 21.2
(+) 21.2
10
- 22.9
(-) 28.3
STAIR DETAILS
(+) 20.2
(+) 20.2
20
(_) 22.0
- 26.4
5/9/2014
(+) 19.0
(+) 19.0
50
(-) 20.8
(-) 23.9
100
(+) 18.0
(+) 18.0
1/29/2015
(- 19.8
- 22.0
GARAGE DOORS
9'-0" x 7'-0"
16'-0" x 7'-0"
4/14/2015
,
(+) 18.4
+
1/8/201F
(-) 20.9
(-) 19.7
WIND PRESSURE/
SUCTION DIAGRAM 5 5
4 4 aI
5 5 �✓'
STANDARD DESIGN PRESSURE NOTES
1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA
BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED
ON LINEAR INTERPOLATION FOR THIS SITE.
2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME
IS 15FT, 2 STORY HOME IS 30FT
3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET
ULTIMATE WIND PRESSURES.
4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR
BUILDING CORNERS.
5. INDICATED PRESSURES CAN BE INTERPOLATED FOR
OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED
WITH THE LOWER EFFECTIVE AREAS.
6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS
140 MPH OR GREATER IS CONSIDERED TO BE IN THE
WIND -BOURNE DEBRIS AREA. OPENING PROTECTION
REQUIRED. REFER TO SECTION R301.2.1.2 OF THE
U)
OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO
TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS
INDEX OF DRAWINGS
SHEET
SHEET TITLE
S1
STRUCTURAL NOTES
S2
FOUNDATION PLAN
S3
DOWEL PLACEMENT PLAN
S4
FIRST FLOOR FRAMING PLAN
S4.1
NOTES &CONNECTOR LEGEND
S4.2
ROO&RAMING PLAN
S5
LINTEL PLAN
3D1
FOUNDATION DETAILS
SD2
GENERAL DETAILS
SD3
GENERAL DETAILS
SD4
GENERAL DETAILS
S D5
TWO STORY DETAILS
S D6
TWO STORY DETAILS
ST1
STAIR DETAILS
UPDATES
NUMBER
DATE
DESCRIPTION
1
5/9/2014
CREATED ELEV. A, B, C AND ELEV A WITH BONUS,
WITH MASTER 2 AND WITH BONUS & MASTER 2
2
7/8/2014
CREATED ELEV. C W/ TRUSSWAY TRUSSES
3
12/18/2014
CREATED ELEV. C W/ BONUS - TRUSSWAY
TRUSSES
4
1/29/2015
CREATED ELEV. B STD - TRUSSWAY TRUSSES
5
1/30/2015
REMOVED OPTIONAL MASTER SUITE 2 AND
OPTIONAL BONUS ROOM w/ MASTER SUITE 2 FROM
MASTER PER BILL YOUNGMAN'S REQUEST
6
4/14/2015
,
UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES
PER TB -56
7
1/8/201F
ADDED A/C CHASE TO CLOSET AT BEDROOM 3
8
1/26/2016
ADDED ALTERNATE DEN OPTION
RECORD COPY
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD
RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS
SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED).
(12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER.
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, Written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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2 ROWS 10d @ 3" O.C. PLATE 1 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN i— LO Nr
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LEAST 8'-0" LONG. TYP. MORE THAN 50% OF 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION
i NAIL TOP PLATE TO 3) FOR 5-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) ❑ LO r
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TOP PLATE WIDTH PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" PER r IL
i INSTALL SIMPSON FRAMING PLAN TOP PLATE ATTACH T 10d NAILS __-
% PSPN516Z W/ (12) 16d 2x4 STUDS PER OF 2x8 TO BLOCK OUT LAP SPLICE 48 MIN & 1" EDGE 1 1/2" EDGE
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CONDITIONS _ TOP SPLICE ' - �� D13TANCE PER
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PLATE (2) 2x COL UMN STAGGERED. OUTSIDE NAILS NAIL ED AT 8" O/C. OUTSIDE 2X�S
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III III I I PANELS = y 6 PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO NAILS AT JOINT
@ 4' O.C. PROVIDE (4)10d x3 EA. STUD OR TRUSS
3 II I II I I HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT MEMBER, TYP. (MAX.
III TYP. III II II II PER-ENG TRUSSES _
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III OPENING III II II II STUDS BEYOND, [_ O7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, _ @ 4" O.C. n USE (2) 1/4" TAPCONS d f�y /�frl M1 N
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I I II I cup ¢ 0 CMU WALL PER PLAN O 2 8d TOENAILS < Q
III I I I I I I I I I I I I I I o O 15/32 OR 7/16 STRUCTURAL 1 PLYWOOD / O.S.B. TO BE JOINT, MAX. 1/8" GAP - LEDGER TRUSS CONNECTION (-) r E r +�? } :" 2
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— _I L_ 1 LL — 1I _ �I o USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS - 2x4 PT LEDGER W/
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OPENING SIZE BEYOND SEE PLAN NAILS EACH END PLAN (TRUSS SHOWN) O
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uc CONDITION CMU WALL CONDITION SRAM WALL
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TO BEAR ON MASONRY OR CONCRETE UNLESS FELT
PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF
*F1 EXTERIOR SHEATHING SCHEDULE PLYWOOD SHOULD BE MAINTAINED NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE F1 TYPICAL SCAB OVERHANG LD02 LEDGER @LOW ROOF o
3/4"=1'-0" REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" 1-1/2"=1'-0" Q
OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS
iJ
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- DOUBLE TOP PLATE MORE INFO & MORE INFO & �` zo d
W/ (2) 16d END NAILS F--
--_ CONNECTION CONNECTION W � n
SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE EACH END x x � ►-
@ EACH STUD 12d NAILS @ EACH END ++ ll... .
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ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT ` SHEATHING PER BLOCKING CO) `24" O.C. z J N 7 n
FRAMING PLAN FOR T3 rx
CORNER CONDITIONS WALL TO PRECAST + T + NAILING SCHEDULE & w/ (2) 16d END NAILS "r
SPACING EXTERIOR SHEATHING STRAP AROUND w - LINTEL w/ (2)ROWS OF + + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF U Z Z D � o
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NAIL PER PLAN TALLER STUD) u 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. EA. TRUSS MEMBER MOFZE INFO & + KF � � z 6 F
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STAGGERED O 2x8 w/ (2) 10d NAILS @ xxxx CONNECTION W U fyb
2x BRG WALL, SEE I INTO TRUSS & (3) 12d EACH VERTICAL + + _ W Q � i-
PLAN FOR STUD SIZE & _ I i TOENAILS INTO OTHER SEE WALL CLIP DETAIL _ ~ W
TRANSOM BETWEEN TRANSOM BETWEEN - - T � t,..
SPACING. MIN 2 2x SEE FLOOR PLAN FOR TRUSS FOR MORE INFO U
O LINTELS LINTELS �, � O �
UNDER GIRDER TRUSS MORE BRG. WALL INFO 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL
LINTEL PER PLAN I I SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN LINTEL PER PLAN W
U.N.O. I I @ 24" O.C. w/ EXT. @ 24" O.C. w/ EXT. r �
I I 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. °s U
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(2) 2x TOP PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C.
NAILING
NAILS EACH & _ NAILING SCHEDULE & p W
( (4) 12d NAILS EACH � �
SIMPSON LSTA24 EACH SPACED EVENLY SPACED EVENLY O
STUD VERTICALLY VERTICALLY TRUSS MEMBER TRUSS MEMBER O U)
ATTACH 2x TO Q
2x BRG WALL, SEE PRE-ENG. ROOF BUILT-UP W/ (2) 2x6 Z
PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ -
SPACING. MIN (2) 2x STAGGERED @ 8" U.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL . POCKET SGD EACH VERTICAL �LU
UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY O
U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER n
fiFl�SECTION @7 DOUBLE BEARING fiF1'kSTEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM S02 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER a%7 POCKET SLIDER SO4 HEADER @ POCKET SLIDER
3/4"=1'-0" 1/2"=1'-0" 1/2"=V-0"1/2"=V-0" -0 1/2"=1'-0" O z
CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN `2x6 SYP #2 LEDGER. TO 0 ®
BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4'/" Z 0 r
SCHEDULE. IF BUCKET 1S INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ Z F--
STRAP IS NOT REQUIRED. 16" O.C. MAX.; W Z _I 0
TO GABLE END STUDS w/ H O -•%
EXTERIOR WALL/TRUSS (2) 1/4" X 3'/i' SIMPS. SDS z
W
EXT. BEAM PER PLAN-------_ — PT POST PER PLAN SCREWS @ 16" O.C.
LAP BEAM PLYS AND MAX.; ® A
TO MASONRY w/ 2x6 PT
NAIL AS SHOWN (5) 10d T 0 00 0
SYP #2 LEDGER w/ (2) F_- LO 0
NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT S
EXT. BEAM PER PLAN
. V� 12 12" O.C. O � J Z
HTS20 CLIP FROM z SEE PLAN 0 i— ® LU �
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SHEATHING PER PLAN z W �" ® O
POST TO BEAM �� O � Q � �
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TO STUDS OR BEAM w/ (4) 10d NAILS FOR w O
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ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY c� n
PLAN O.C. MAX.; W
5/8" THREADED ROD w/ TO GABLE END STUDS STRUCTURAL ENG: CFG / BAD
o� NUT SET IN ADHESIVE w/ (2) 1/4" X 3%" SIMPS. I c~j DRAFTING:
4 -0 MAX.
SDS SCREWS @ 16" FASCIA PER
II' ° O.C. MAX.; COMMUNITY SPECS
�-STR_UCT: AML
SEE FOUNDATION TO MASONRY w/ 2X4 PT
2x4 SYP #2 OR DINP J QC CHECK CC__._
/ PLAN FOR ADDITIONAL SYP .#2 LEDGER w/ 1/4 PRE-ENGINEERED z rM v 215180!
_U� INFO x 2 3/4" TAPCONS @12 J\�
ROOF TRUSSES @ 24" I- JOB No.
~ O.C. O.C. MAX. Jp tv,U � SCALE: AS INDICATED
SIDE VIEW @BASE OF POST
SIMPSON H3 CLIP DESIGNED FOR�� W DA-rE:.._ U3/U3/16
SHINGLE ONLY EF AFz
CD01 CORNER COLUMN FRAMING SD01 TYPICAL SHED ROOF DETAIL
3/4"=1'-0" 1/2"=1'-0"
SD4
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &. DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
SHINGLE OR TILE PER
ARCHITECTURAL
ELEVATIONS.
PRE-ENGINEERED —
ROOF TRUSSES @ 24"
O.C.
TYPICAL TRUSS TO —
FRAME CONNECTION.
SEE STANDARD
CONNECTOR NOTES
BEARING
SEE PLAN k
SEE ARCHITECTURAL -j
PLAN FOR OVERHANG
@ 2x8 STUDS)
INFO
PRE-ENGINEERED
i
TRUSSES TO BE P.T. IF
WINDOW AS —
\
SCHEDULED
�- (2) 2x SPF TOP PLATE
EXTERIOR FINISH PER
PLAN
f
MID -SPAN BLOCKING +
OVER TOP PLATE MIN.
U.N.O.
3", THEN RUN DOWN
REFER TO
LOCATION & SPACING
INSULATION PER PLAN
%
SEE DETAILS W310,
"
WS11 OR WS13 FOR
ROOF TRUSSES AT 24"
TRUSS STRAP - SEE
HEADER
ADDITIONAL
O.C.
INFORMATION THIS
NAILING SCHEDULE
SHEET
PLAN FOR SIZE AND
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE
EXTERIOR "HEATHING
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
BEARING
CMU WALL BELOW PER DETAIL INCDICATED
SEE PLAN
2x STUDS , SEE
LINTEL AS PER PLAN
UNDER WINDOWS ANI
LINTEL AS PER PLAN ------
�WD.
2x4 #2 SYP BLOCKING
—
WD.HD. HT.
T&B (PLYWOOD
SEE PLAN
FRAMING PLAN FOR
PRECAST CONC. OR -
POWERS STEEL SILL
TYP. @ ALL WINDOWS
EXT FINISH PER PLAN —
VERT REINF. BEYOND -
�.a
MASONRY WALL PER -
PLAN
FIN. FLR.
I a
GRADE
2nd FLOOR WALL; SEE
PLAN FOR MORE INFO,
IF SHEATHING IS NOT
CONTINUOUS TO
BOTTOM OF FLOOR
TRUSS,CONTRACTOR
TO INSTALL SIMPSON
LSTA18 STRAPS FROM
EA. STUD TO TRUSS
2x12 #2 SYP CONT.
LEDGER W/ (3)
1/4"x4-1/2" SDS
SCREWS (EQUALLY
SPACED VERTICALLY) SEE PLAN
@ 24" O.C. AND @ EA.
END VERTICAL (MIN. 2"
FROM T&B)
SEE W310/SD5 FOR
ADDITIONAL INFO
9F01 TYPICAL BALCONY FRAMING
DBL. TOP PLATE
2x STUDS, SEE
FRAMING PLAN FOR
SPACING AND GRADE
AND SEE ARCH PLAN
TO VERIFY SIZE
INT. FINISH PER PLAN
2x BOTTOM PLATE w/
(2) 12d AT 12" O.C.
3/4" FLOOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
FLOOR TRUSSES SEE
PLAN FOR DEPTH AND
DIRECTION i
FLOOR SYSTEM DRAFT
STOPPING AT 1000 SQ
FT MAX: DRAFT
STOPPING MATERIALS
TRUSS STRAP - SEE
FRAMING PLAN FOR
CONNECTIONS
(1) SIMPSON LSTA30
STRAP W/ 11 10 TO
PRE-ENGINEERED
ROOFTRUSS-SEE
FRAMING PLAN FOR
LOCATION & SPACING
STRUCTURAL COL PER
PLAN FOR SIZE AND
REQ'D # OF STUDS
DOUBLE 2x TOP PLATE
2x BOTTOM PLATE
3/4" FLOOR SHEATHING
ATTACHED PER
NOTE:
STRAPS CALLED OUT W/IN THIS DETAIL ARE ONI! Y REQ'D WHEN INDICATED
AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL
SHEATHING IS NOT CONT. FROM TOP OF WALL TU BOTTOM OF FLOOR
SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IIIN A ROW (ONLY JAMB STUDS
BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP
AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS
— SOLID SHEATHING @
HEADER
SIMPSON SP4 w/ (6) 10d
x1-1/2" @ 24" O.C. (USE
SIMPSON LSTA30 5 iE�; �" SIMPSON LSTA30
JAILING SCHEDULE `�, SP6 @ 2x6 �7UDS &
NOTE:
STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED
AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL
SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR
SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS
BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP
AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS
NOTE: ALL FLOOR
@ 2x8 STUDS)
STRAP (MAX 10°
PRE-ENGINEERED
ANGLE) W/ (22) 10d
TRUSSES TO BE P.T. IF
ANGLE) W/ (22) 10d
\
ROOF TRUSS - SEE
�- (2) 2x SPF TOP PLATE
NO MOISTURE
SECTION FOR MORE
(2) SIMPSON META16
FRAMING PLAN FOR
OVER TOP PLATE MIN.
BARRIER (FELT PAPER
3", THEN RUN DOWN
REFER TO
LOCATION & SPACING
PRE-ENGINEERED
OR SIM) IS PROVIDED
HEADER - SEE 2ND
"
FOR FTG.
ROOF TRUSSES AT 24"
TRUSS STRAP - SEE
HEADER
STRUCTURAL COL PER
O.C.
FRAMING PLAN FOR
NAILING SCHEDULE
DETAIL WF10/SD4
PLAN FOR SIZE AND
- JAMB STUDS
EXTERIOR "HEATHING
THAN 4' BUT LESS
CMU WALL BELOW PER DETAIL INCDICATED
CONNECTION
2x STUDS , SEE
REQ'D # OF STUDS
UNDER WINDOWS ANI
CONNECTIONS
2x4 #2 SYP BLOCKING
—
FRAMING PLAN FOR
T&B (PLYWOOD
NAILS @ 8" O.C. THEN
FRAMING PLAN FOR
SIMPSON MSTAM36
@ 48" O.C. W/ (2) 12d
SHEATHING REQ'D
DOUBLE 2x TOP PLATE
TYPICAL TRUSS TO
STRAP W/ (10) 10d TO
SPACING AND GRADE
SOLID BETWEEN
T&B)
2x BOTTOM PLATE
FRAME CONNECTION.
STUDS & (8) 1/4" X
AND SEE ARCH PLAN
3/4" FLOOR SHEATHING
SEE STANDARD
2-1/4" TITEN SCREWS
RIBBONS w/ SIMPSON
FLOOR TRUSSES ARE
ATTACHED PER
CONNECTOR NOTES
TO LINTEL COURSE.
OF SILL (MAX OPEN'G
TO VERIFY SIZE
A35 EA. END
NAILING SCHEDULE
USE SIMPSON
2x BOTTOM PLATE W/
(MAX)
WIDTH 4'-0"). USE A35
M
2x BOTTOM PLATE W/
2x BLOCKING FOR —
MSTCM60 STRAP W/
'
(2) 12d @ 12" O.C.2x
CLIP AT EA. END FOR
REFER TO PLAN FOR
(20) 16d SINKERS &(14
"
BUILT-UP COLUMN
1/4" X 2-1/4" TAPCONS
OPENINGS GREATER
•:
ATTACHMENT w/ (2) 1,
INFO.
FOR TRUSSES 20" TO
;
PRE -ENG FLOOR
THAN 4' BUT LESS
26" DEEP
END
t
PRE -ENG. FLOOR
(IF TITENS ARE NOT IN
2x SYP #2 RIBBON (MIN
SYSTEM - IF NO FLOOR
LINTEL COURSE OR
;
TRUSS OR FIELD
SYSTEM INSTALL
INTO FILLED CELL USE
KNEEWALL & PROVIDE
1/4" X 1 3/4" TITENS)
FRAME 2x4 KNEE
"
;
16d NAILS; BOTTOM
SOLID BLOCKING
U.N.O.
;;
FLOOR TRUSS PER
UNDER COLUMN
WALL, STUDS @ 16"
RIBBON TO BE PT IF
ABOVE
SYS. 42 FLOOR
PLAN
PROVIDE SOLID
O.C. W/ (2) 16d NAILS @
BAND JOIST & BLKG
BLOCKING BELOW
SEE DETAIL WS11 FOR
OR LVL GIRDER
COL. EVEN WITHIN
MORE INFO
NOTE: ALL FLOOR
FLOOR TRUSS
MASONRY WALL SEE
PLAN FOR MORE INFO
TRUSSES TO BE P.T. IF
CMU
NO MOISTURE
fiSATYPICAL GIRDER
COL.
CONNECTION
BARRIER (FELT PAPER
CONNECTOR
OR SIM) IS PROVIDED
PLAN FOR MORE INFO
1/2" GYP. CLG BD OR
3/4"=1'-0"
-
REFER TO PLAN FOR
2x 2ND FLOOR STUDS
1/2" GYP. CLG BD OR
BUILT-UP COLUMN
SEE PLAN FOR MORE
(2) 5/8" TYPE "X" WHEN
INFO.
a
I'
CONNECTION
(2) 5/8" TYPE "X" WHEN
-
3" O.C. WALL
BEARING WALL PER
IN GARAGE
(1) ROW 8d NAILS @ 3"
IN GARAGE
'0 r
PLAN BEYOND
A
SEE FLOOR FRAMING
A
MASONRY WALL PER
- ''
COLUMNS
PLAN FOR FLOOR
-
1'<
BOTTOM RIBBON
SIMPSON META16 AT
MID -HEIGHT BLOCKING
SYSTEM INFO.
_ I
TO BOTTOM PLATE
PLAN
PER BEARING WALL
MASONRY OR MTS12
SCHEDULE
TRUSS STRAP - SEE
FRAMING PLAN FOR
CONNECTIONS
(1) SIMPSON LSTA30
STRAP W/ 11 10 TO
PRE-ENGINEERED
ROOFTRUSS-SEE
FRAMING PLAN FOR
LOCATION & SPACING
STRUCTURAL COL PER
PLAN FOR SIZE AND
REQ'D # OF STUDS
DOUBLE 2x TOP PLATE
2x BOTTOM PLATE
3/4" FLOOR SHEATHING
ATTACHED PER
NOTE:
STRAPS CALLED OUT W/IN THIS DETAIL ARE ONI! Y REQ'D WHEN INDICATED
AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL
SHEATHING IS NOT CONT. FROM TOP OF WALL TU BOTTOM OF FLOOR
SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IIIN A ROW (ONLY JAMB STUDS
BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP
AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS
— SOLID SHEATHING @
HEADER
SIMPSON SP4 w/ (6) 10d
x1-1/2" @ 24" O.C. (USE
SIMPSON LSTA30 5 iE�; �" SIMPSON LSTA30
JAILING SCHEDULE `�, SP6 @ 2x6 �7UDS &
NOTE:
STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED
AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL
SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR
SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS
BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP
AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS
( ) d FLOOR TRUSS SEE TO BOT. RIBBON, NAIL
STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN / FROM TOP OF WAI I
U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL
CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN
FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL
BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d
STUD PACK w/ 10d TOENAILS. EXT.
NAILS @ 8" O.C. THEN HEADER OPENINGS
STUDS @ 16" O.C. � LESS THAN 4FT:(1) 2x
TYPICAL GIRDER COL. @HIGH BEAM ATTACH SILL w/(2)1od SILL PLATE w/(2)10d
(2) SIMPSON LSTA18
STRAPS CENTERED Cc
FLOOR W/ (14) 10d
NAILS
ATTACH 2x STUDS W/
1/2" DIA. THREADED
STRAP (MAX 10°--SP8
@ 2x8 STUDS)
STRAP (MAX 10°
STRAPS CENTERED @
ANGLE) W/ (22) 10d
ANGLE) W/ (22) 10d
\
NAILS. BEND STRAP
OVER TOP PLATE MIN.
�- (2) 2x SPF TOP PLATE
NAILS. BEND STRAP
SECTION FOR MORE
(2) SIMPSON META16
U.N.O. ON PLAN
OVER TOP PLATE MIN.
FLOOR TRUSS TO
3", THEN RUN DOWN
REFER TO
3", THEN RUN DOWN
NAILS
FACE OF JAMB STUDS/
HEADER - SEE 2ND
FACE OF JAMB STUDS/
FOR FTG.
HEADER
l FLOOR PLAN FOR MIN.
HEADER
FLUSH W/ FACE OF
EXTERIOR SHEATHINGHEADER
SIZE & REUD
NAILING SCHEDULE
DETAIL WF10/SD4
FROM TOP OF WAL I
- JAMB STUDS
EXTERIOR "HEATHING
( ) d FLOOR TRUSS SEE TO BOT. RIBBON, NAIL
STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN / FROM TOP OF WAI I
U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL
CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN
FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL
BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d
STUD PACK w/ 10d TOENAILS. EXT.
NAILS @ 8" O.C. THEN HEADER OPENINGS
STUDS @ 16" O.C. � LESS THAN 4FT:(1) 2x
TYPICAL GIRDER COL. @HIGH BEAM ATTACH SILL w/(2)1od SILL PLATE w/(2)10d
(2) SIMPSON LSTA18
STRAPS CENTERED Cc
FLOOR W/ (14) 10d
NAILS
ATTACH 2x STUDS W/
1/2" DIA. THREADED
(2) SIMPSON LSTA18
TWO STORY COL. @ GIRDER
ROD WITHIN 6" FROM
STRAPS CENTERED @
BE 1/2" GYP BOARD OR
COL; SEE BRIG WALU
FLOOR w/ (14) 10d
\
2 -STORY WALL
NAILS
(2) SIMPSON LSTA18 -
SECTION FOR MORE
(2) SIMPSON META16
\ \ STRAPS CENTERED @
INFO.
FLOOR TRUSS TO
\ FLOOR W/ (14) 10d
REFER TO
MASONRY WALL
NAILS
FOUNDATION PLAN
—
(3) 2x STUD PACK
FOR FTG.
EXT. SHEATHING
ATTACH PER NAILING
INFORMATION
FLUSH W/ FACE OF
ATTACHED PER
MASONRY ATTACHED SCHEDULE
PER NAILING ATTACH 2x STUDS W/
SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C.
1/8" GAP BETWEEN
SHEATHING AND
MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE
MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR
PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 1E
SINKERS AND (14) Y4"X2 Y4" TITENS TO MASONRY
MIN THICKNESS SHALL
AT WOOD
SO TYPICAL
TWO STORY COL. @ GIRDER
SO 2nd FLOOR CORNER FRAMING ATTACHMENT
LOWER: (1) 2x SILL
BE 1/2" GYP BOARD OR
PLATE w/ (2) 10d
3/4"=1'-0"
3/4"=1'-0"
o
z
15/32" OR 7/16" OSB.
0 e
LARGER THAN 4FT: (2)
SILL PLATE w/ (2) 10,;
ATTACH TO FLOOR
TRUSSES TO BE P.T. IF
LARGER THAN 4FT: .
"
2x SILL PLATE w/ A35
TRUSS w/ 8d NAILS AT
3/4" FLOOR SHEATHING
—
3/4" FLOOR SHEATHING
3/4" FLOOR SH ATHIN
16" O.C. TOP AND
ATTACHED PER
SHEATHING PER
ATTACHED PER SHEATHING PER
ATTACHED PER
BOTTOM CHORDS
NAILING SCHEDULE
DETAIL WF10/SD4
DETAIL WF10/SD4
NAILING SCHEDULE
NAILING SCHEDULE
FOR FLOOR
THAN 4' BUT LESS
CMU WALL BELOW PER DETAIL INCDICATED
CONNECTION
2x STUDS , SEE
2x STUDS , SEE
UNDER WINDOWS ANI
2x4 #2 SYP BLOCKING
—
FRAMING PLAN FOR
T&B (PLYWOOD
NAILS @ 8" O.C. THEN
FRAMING PLAN FOR
GIRDERS: BLOCK
@ 48" O.C. W/ (2) 12d
SHEATHING REQ'D
SPACING AND GRADE
(7) 10d NAILS & (4) '1/4"
SPACING AND GRADE
SOLID BETWEEN
T&B)
TOENAILS EACH END
x 2 1/4" TI FENS; IF
AND SEE ARCH PLAN
SYS. 42 FLOOR
SEPARATE SHEATHING
AND SEE ARCH PLAN
RIBBONS w/ SIMPSON
FLOOR TRUSSES ARE
TO VERIFY SIZE
TRUSSES @ 24" O.C.
OF SILL (MAX OPEN'G
TO VERIFY SIZE
A35 EA. END
2x4 #2 SYP ANGLE
2x BOTTOM PLATE W/
(MAX)
WIDTH 4'-0"). USE A35
M
2x BOTTOM PLATE W/
2x BLOCKING FOR —
AGAINST TRUSS
„
(2) 12d @ 12" O.C.2x
CLIP AT EA. END FOR
12d @ O.C.
SHEATHING/ DRYWAL
VERTICAL @ 48 O.C.
OPENINGS GREATER
ATTACHMENT w/ (2) 1,
W/ (3) 12d NAILS EACH
;
PRE -ENG FLOOR
THAN 4' BUT LESS
TOENAILS EA. END
END
'
2x SYP #2 RIBBON (MIN
TRUSS OR FIELD
2x4) TO TRUSS w/ (4)
FRAME 2x4 KNEE
16d NAILS; BOTTOM
WALL, STUDS @ 16"
RIBBON TO BE PT IF
SYS. 42 FLOOR
O.C. W/ (2) 16d NAILS @
BRIG DIRECTLY ON
CONC. SLAB -
TRUSSES @ 24" O.C.
EACH END SEE
CMU
SEE FOUNDATION
(MAX)
CONNECTOR
PLAN FOR MORE INFO
1/2" GYP. CLG BD OR
-
SCHEDULE FOR
-
1/2" GYP. CLG BD OR
_
(2) ROWS 8d NAILS @
(2) 5/8" TYPE "X" WHEN
a
I'
CONNECTION
(2) 5/8" TYPE "X" WHEN
-
3" O.C. WALL
IN GARAGE
(1) ROW 8d NAILS @ 3"
IN GARAGE
'0 r
SHEATHING TO
MASONRY WALL PER
- ''
O.C. WALL SHEATHING
MASONRY WALL PER
-
1'<
BOTTOM RIBBON
SIMPSON META16 AT
PLAN
_ I
TO BOTTOM PLATE
PLAN
' _
MASONRY OR MTS12
(3) 2x STUDS
" "r— -- (4) 2x STUDS
3/4"=1'-0"
TOENAILS AT EA. END
AND WINDOW IS
'-'-1
t1
YJUzi
LOWER: (1) 2x SILL
TOENAILS. OPENING
PLATE w/ (2) 10d
OF SILL (MAX OPEN'G
o
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HEADER OPENINGS
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LARGER THAN 4FT: (2)
SILL PLATE w/ (2) 10,;
WIDTH 4'-0"). USE A35
TRUSSES TO BE P.T. IF
LARGER THAN 4FT: .
"
2x SILL PLATE w/ A35
(2) 2x SILL AT WINDOW
EACH SIDE w/ x
CLIP AT EA. END FOR
CRIPP RS'@ 6" U (,
q
w/ (2) 1 O TOENAf_fS--
CLIPS EACH SIDE w/ 2x
w/ 2x CRIPPLE STUDS
_
OPENINGS GREATER
l
T&B)'i
SEE FRAMING PLAN
CRIPPLES @ 16" O.C.
AT EA. END NAILED TO
FOR FLOOR
THAN 4' BUT LESS
CMU WALL BELOW PER DETAIL INCDICATED
CONNECTION
w/ 2 10d TOENAILS
O
STUD PACK w/ 10d
THAN 6'
BELOW JAMBS
SD6 IS INDICATED, BASE STRAPS ARE REQ'D
T&B (PLYWOOD
NAILS @ 8" O.C. THEN
ON BOTH SIDES OF THE WALL
SIMPS. MSTAM36 w/ —
A'SOHEADER CONNECTION @ 2nd FLOOR
SHEATHING REQ'D
STUDS @ 16" O.C.
(7) 10d NAILS & (4) '1/4"
T&B)
ATTACH SILL w/ (2) 10d
x 2 1/4" TI FENS; IF
;
SEPARATE SHEATHING
TOE NAILS AT EA. END
FLOOR TRUSSES ARE
t UNDER WINDOW
OF SILL (MAX OPEN'G
20"- 26" DEEP, USE
WIDTH 4'-0"). USE A35
SIMPS. MSTCM60
CLIP AT EA. END FOR
STRAP w/(20) 16d
OPENINGS GREATER
SINKERS & (14) 1/4" X 2
;
THAN 4' BUT LESS
1/4" TITENS INS-rEAD
'
SOLID SHEATHING @
HEADER
SIMPSON SP4 w/ (6) 10d
X1-1/2" CO 24" O.C. (USE
SP6 @ 2x6 STUDS &
SP8 @ 2x8 STUDS)
(2) 2x SPF TOP PLATE
U.N.O. ON PLAN
HEADER - SEE 2ND
FLOOR PLAN FOR MIN.
HEADER SIZE & REQ'D
JAMB STUDS
IF HEADER IS UPSET
NOTE: ALL FLOOR
AND WINDOW IS
'-'-1
t1
YJUzi
LOWER: (1) 2x SILL
PLATE w/ (2) 10d
TOENAILS. EXT.
o
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HEADER OPENINGS
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LESS THAN 4FT:(1) 2x
SILL PLATE w/ (2) 10,;
TOENAILS. OPENIN
TRUSSES TO BE P.T. IF
LARGER THAN 4FT: .
"
2x SILL PLATE w/ A3
®
EACH SIDE w/ x
NO MOISTURE
CRIPP RS'@ 6" U (,
q
w/ (2) 1 O TOENAf_fS--
.—
T&B (PLYWOOD
_
SHEATHING REQ'D
T&B)'i
SEE FRAMING PLAN
CU Q
W
�17d`-
r
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U
NOTE: ALL FLOOR
a
'-'-1
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0
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o
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NO MOISTURE
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
L
IF FLOOR SYS. NOT PRESENT PER FLOOR
SEE FRAMING PLAN
FRAMING PLAN, 2nd FLR STUDS TO BEAR ON
THAN 6
(IF TITENS ARE NOT IN I U) .,
LINTEL COURSE OR
' 2x TOP &BOT. SIMPSON LSTA30 w/ 4
� �
INTO FILLED CELL USE 4
1/4" X 1 3/4" TITENS RIBBONS, CONT. (11) 10d TO STUDS
" ABOVE PLATE U.N.O. p
SHEATHING PER
DETAIL WF10/SD4
2x STUDS, SEE
FRAMING PLAN FOR
SPACING AND GRADE
AND SEE ARCH PLAN
TO VERIFY SIZE
2x BOTTOM PLATE W/
(2) 12d @ 12" O.C.
2x SYP #2 RIBBON (MIN
2x4) TO TRUSS w/ (4)
16d NAILS; BOTTOM
RIBBON TO BE PT IF
BRIG DIRECTLY ON
CMU
(2) ROWS 8d NAILS @
3" O.C. TYP. WALL
SHEATHING TO EA.
RIBBON
1/8 GAP BETWEEN NOTE: ALL FLOOR
SEE FOUNDATION NOTE: All FLOOR NOTE: ALL FLOOR SHEATHING &CMU
DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF
NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE
BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER
OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED
3/4"=1'-0" k % _ 3/4"=1'-0" 1 � %
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
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u
co
SLOPE
CONTRACTOR TO
.d - PROVIDE ADEQUATE
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�• - PERMITTED
HANDRAIL BY OTHERS
SEE ARCH DWGS FOR
TOPPING INFO
3/4" PLYWOOD FLOOR
DECKING ATTACHED
PER NAILING
SCHEDULE
SLOPED BALCONY
FLOOR TRUSS (12"
TALL) (60/15/5 MIN.
LOADING) W/ LUS26 OR
L US46 TO LEDGER
SEE WS11/SD5 FOR
�\ SIM. END CONDITION
LINTEL PER PLAN
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3/4"=1'-0"
3/4"=1'-0"
GIRDER TRUSS PER
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SEE TRUSS LAYOUT
FOR HANGER
3/4"=1'-0"
SHEATHING PER
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BOTTOM PLATE.
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PLAN
DOUBLE BOTTOM
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TRUSS TO DOUBLE
BOTTOM PLATE, SLIT
FLOOR DECKING TO
ACCOMMODATE
STRAP
2x RIBBON OR
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OR (3) 16d TOENAILS
TRUSS PER PLAN
FLOOR TRUSS TO GIRDER CONNECTION
3/4"=1'-0"
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COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited
NOTE: ALL FLOOR
„ \
TRUSSES TO BE P.T. IF
"
NO MOISTURE
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
L
IF FLOOR SYS. NOT PRESENT PER FLOOR
SEE FRAMING PLAN
FRAMING PLAN, 2nd FLR STUDS TO BEAR ON
FOR FLOOR
CMU WALL BELOW PER DETAIL INCDICATED
CONNECTION
ON FLOOR FRAMING. INDICATED BASE STRAP
PROVIDE BLOCKING
REQ'D ON EITHER SIDE OF WALL. IF WF021
BELOW JAMBS
SD6 IS INDICATED, BASE STRAPS ARE REQ'D
MASONRY WALL SEE
ON BOTH SIDES OF THE WALL
PLAN FOR MORE INFO
A'SOHEADER CONNECTION @ 2nd FLOOR
SHEATHING PER
DETAIL WF10/SD4
2x STUDS, SEE
FRAMING PLAN FOR
SPACING AND GRADE
AND SEE ARCH PLAN
TO VERIFY SIZE
2x BOTTOM PLATE W/
(2) 12d @ 12" O.C.
2x SYP #2 RIBBON (MIN
2x4) TO TRUSS w/ (4)
16d NAILS; BOTTOM
RIBBON TO BE PT IF
BRIG DIRECTLY ON
CMU
(2) ROWS 8d NAILS @
3" O.C. TYP. WALL
SHEATHING TO EA.
RIBBON
1/8 GAP BETWEEN NOTE: ALL FLOOR
SEE FOUNDATION NOTE: All FLOOR NOTE: ALL FLOOR SHEATHING &CMU
DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF
NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE
BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER
OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED
3/4"=1'-0" k % _ 3/4"=1'-0" 1 � %
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
z
IL
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w
D_
a
u
co
SLOPE
CONTRACTOR TO
.d - PROVIDE ADEQUATE
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�• - PERMITTED
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SEE ARCH DWGS FOR
TOPPING INFO
3/4" PLYWOOD FLOOR
DECKING ATTACHED
PER NAILING
SCHEDULE
SLOPED BALCONY
FLOOR TRUSS (12"
TALL) (60/15/5 MIN.
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L US46 TO LEDGER
SEE WS11/SD5 FOR
�\ SIM. END CONDITION
LINTEL PER PLAN
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3/4"=1'-0"
3/4"=1'-0"
GIRDER TRUSS PER
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SEE TRUSS LAYOUT
FOR HANGER
3/4"=1'-0"
SHEATHING PER
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BOTTOM PLATE.
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PLAN
DOUBLE BOTTOM
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TRUSS TO DOUBLE
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FLOOR DECKING TO
ACCOMMODATE
STRAP
2x RIBBON OR
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TRUSS PER PLAN
FLOOR TRUSS TO GIRDER CONNECTION
3/4"=1'-0"
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ti J QC CFIECK: CC
rvF',O�O z JOB No. TM - 2'151807
U SCALE: AS INDICATED
DArE:
� LU - 03/03/16
3/4"=1'-0" I r_
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited
EXTERIOR SHEATHING
ATTACH PER NAILING
SCHEDULE
(2) 2x4 #2 SYP
BLOCKING w/ SIMPSON
HU024-2 EACH END,
USE (4) 10d & (2) 10d
NAILS. UNDER
WINDOW JAMBS USE
(2) 2x6 w/ HUC26-2.
2x BRG WALL W/
SIMPSON SP2 @ TOP &
SPI @ BASE. LSTA18 (2) 2x BASE PLATE w/
OR MTS12 MAY BE (2) 12d NAILS @ 12"
USED @ BASE O.C. USE SIMPSON
MTS12 OR LSTA18 TO
2x BLOCKING W/ (2) 12d BLOCKING BELOW. -
TOENAILS EACH END NOT REQ'D IF STUD IS
CONNECTED w/ MTS12
2x BASE PLATE W/ (2) OR LSTA18
12d NAILS @ 12" O.C.
2x BLOCKING W/ (2) 12d
3/4" FLOOR SHEATHING TOENAILS EACH END
ATTACHED PER (2) 2x4 #2 SYP
NAILING SCHEDULE BLOCKING w/ SIMPSON
HUC24-2 EACH END,
USE (4) 10d & (2) 10d
NAILS. UNDER
SEE PLAN WINDOW JAMBS ONLY
LOW ROOF TRUSS SEE
LOW ROOF TRUSS SEE — �— FLOOR TRUSS PER TRUSS PLAN FOR
TRUSS PLAN FOR PLAN CONNECTIONS (IF
CONNECTIONS TRUSS IS CONT. BRG
MASONRY (SHOWN) ON MASONRY USE
OR WOOD WALL PER META16 @ 24" O.C. OR
PLAN
ON WOOD USE HGA
CLIPS @ 24" O.C.)
S1 SECTION @ RAISED HEEL TRUSS fisi SECTION @ COMBO TRUSS
(2) 2x SYP #2 COLLIN
ON EITHER SIDE OF
GIRDER, PROVIDE
SUFFICIENT ROOM
FOR GIRDER HANGE
FLANGE. ATTACH
LEDGER TO EA.
COLUMN w/ (4) 1/4"
3-1/2" (8 TOTAL)
SIMPSON SDS
SCREWS
LEDGER AT GIRDER
NOT USED
1/2"=1'-0"
OTHERS
PLAN -
ISIMPSON H2.5 EA.
TRUSS
R PLAN
1-1/2"=1'-0"
(RECESS LEDGER I�
(TRUSS. VERIFY W/
TRUSS SHOP
(DRAWINGS -
2x BRG WALL W/
FROM TOP OF WALL
SIMPSON SP2 @ TOP &
W's MIN. SPF #2
SP1 @ BASE. LSTA18
O.C. MAX (U.N.O.)
OR MTS12 MAY BE
NAILING SCHEDULE
USED @ BASE.(WHEN
MSTAM24 EA. SIDE
WALL IS CONT. BRG ON
EA. STUD TO WALI
TRUSS STRAP STUDS
XELOWW/ (9) 10d
w/ LSTA18 @ 16" O.C.
AILS AND (5) 1/4";
TO TRUSS BELOW)
3/4" TAPCONS PEF
3/4" FLOOR SHEATHING
TRAP; CENTER
ATTACHED PER
STRAP BETWEEN
NAILING SCHEDULE
MASONRY WALL A
FLOOR TRUSS PER
FRAME WALL
PLAN
SHEATHING TO
SEE PLAN
SEE ARCHS FOR
FURRING AND
INTERIOR FINISH
MASONRY (SHOWN) MASONRY WALL P
OR WOOD WALL PER PLAN
PLAN
1/2"=1' -0"
FO�\ WALL SPLICE DETAILS
EXTERIOR SHEATHI"
FROM TOP OF WALL
TO BOTTOM OF SILI
PLATE ATTACH PER
NAILING SCHEDULE
ROOF SHEATHING
ATTACH PER NAILIf
SCHEDULE
PRE-ENGINEERED
TRUSS PER PLAN
(6 #2 SYP CONT.
FROM TOP OF WALL
EDGER W/ (2) %"x3-1/2"
TO BOTTOM OF SILL
DS WOOD SCREWS @
PLATE ATTACH PER
i" O.C. MAX. & 3"
NAILING SCHEDULE
QOM EA. END - USE
ROOF SHEATHING
) SCREWS FOR 24" I
SIMPSON LUS26. USE
C.
LUS26-2 FOR 2PLY
TRUSS
@ 48" O.C.; SEE
2x8 SYP #2 LEDGER V♦
2x4 CONT. W/ (2) 12d
MIN. (4) 16d NAILS TO
NAILS TO EACH STUD
EACH STUD (AT EACH
OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4)
16d NAILS)
LEDGER @ OPEN TO BELOW
I —
ISIMPSON H2.5 EA.
TRUSS
(RECESS LEDGER INTO
TRUSS. VERIFY W/
TRUSS SHOP
WINGS
rA
—
3/4"=1'-0"
EXTERIOR SHEATHING
24 #2 SYP CONT.
LEDGER W/ (2) Y4"x3-1/2"I SIMPSON LUS26. USE
SDS WOOD SCREWS @ LUS26-2 FOR 2PLY
- 16" O.C. MAX. & 3" TRUSS
FROM EA. END - USE (3)
— _SCREWS FOR 24" O.C.
2x8 SYP #2 LEDGER W/
MIN. (4) 16d NAILS TO
EA. TRUSS, 24" O.C.
MAX. (AT EA. SIDE OF
OPT. TRUSS RECESS LEDGER G.T. USE (4)16d NAILS)
(_EDGER @ LOW ROOF
3/4"=1'-0"
EXT. FINISH PER
ARCHS
SHEATHING PER
DETAIL WF10/SD4
2x8 #2 SYP P.T. SILL
PLATE w/ 1/2" EPDXY
ANCHOR BOLT OR
J -BOLT W/ MIN 7"
2x8 MIN. SPF #2 a 16"
O.C. - SEE FRAMING
PLAN FOR MORE INFO.
2x4 BLOCKING
BETWEEN STUDS W/
(2) 12d TOE NAILS
EACH END
2
EXT. SHEATHING 2x4 NAILER W/ (2)
ATTACH PER NAILING 10d NAILS @ 16" O
SCHEDULE
2x4 STUDS @ 16"
1/2" GYP. BOARD
SIMPSON F110A @
SEE LD02/SD4 FOR EACH DIAGONAL
MORE INFO. BRACE
EMBED. @ 32" O.C. & 3"
FROM TOP OF WALL
i
TO BOTTOM OF SILL
PLATES U.N.O.
PLATE ATTACH PER
NAILING SCHEDULE
ROOF SHEATHING
PLATE W/ 1/2" EPDXY
ATTACH PER NAILING
SCHEDULE
2x BASE PLATE W/ 12d
@ 48" O.C.; SEE
PRE-ENGINEERED —
2x4 CONT. W/ (2) 12d
TRUSS PER PLAN
24 #2 SYP CONT.
LEDGER W/ (2) Y4"x3-1/2"I SIMPSON LUS26. USE
SDS WOOD SCREWS @ LUS26-2 FOR 2PLY
- 16" O.C. MAX. & 3" TRUSS
FROM EA. END - USE (3)
— _SCREWS FOR 24" O.C.
2x8 SYP #2 LEDGER W/
MIN. (4) 16d NAILS TO
EA. TRUSS, 24" O.C.
MAX. (AT EA. SIDE OF
OPT. TRUSS RECESS LEDGER G.T. USE (4)16d NAILS)
(_EDGER @ LOW ROOF
3/4"=1'-0"
EXT. FINISH PER
ARCHS
SHEATHING PER
DETAIL WF10/SD4
2x8 #2 SYP P.T. SILL
PLATE w/ 1/2" EPDXY
ANCHOR BOLT OR
J -BOLT W/ MIN 7"
2x8 MIN. SPF #2 a 16"
O.C. - SEE FRAMING
PLAN FOR MORE INFO.
2x4 BLOCKING
BETWEEN STUDS W/
(2) 12d TOE NAILS
EACH END
2
EXT. SHEATHING 2x4 NAILER W/ (2)
ATTACH PER NAILING 10d NAILS @ 16" O
SCHEDULE
2x4 STUDS @ 16"
1/2" GYP. BOARD
SIMPSON F110A @
SEE LD02/SD4 FOR EACH DIAGONAL
MORE INFO. BRACE
EMBED. @ 32" O.C. & 3"
2x8 #2 SYP P.T. SILL
i
FOR LOCATION
PLATES U.N.O.
2x BLOCKING w/ (2) `I2d
ALL THREAD ROD \
FROM EA.END
PLATE W/ 1/2" EPDXY
STOPPED BELOW
ROOF LINE
2x BASE PLATE W/ 12d
@ 48" O.C.; SEE
@ 24" O.C. TO FLOOR
2x4 CONT. W/ (2) 12d
ANCHOR BOLT OR
NAILS TO EACH STUD
❑
2nd STORY WALL PER
PLYWOOD FLOORING
PLAN
FOUNDATION DETAILS
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FOR MORE INFO
ry
1
1
(1) ROW 8d NAILS @ 3"
END
.
-'--__
1
2x4 BOTTOM PLATE,
CONNECT TO DOUBLE
-
O.C. WALL SHEATHING
1
(5) 16d NAILS BRACE
z
IF SHEATHING IS NOT
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TO BOTTOM PLATE
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1
1
a.:
PROVIDE 2x4 BRACE z
(1) ROW 8d NAILS @ 3"
(2) 2x4 TOP PLATE
W
_
1
O.C. WALL SHEATHING
EXT. FINISH PER
TO EACH ADJACENT O
_
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TO BOTTOM PLATE
2x BEARING WALL
ARCHS
2x STUDS SEE PLAN
2x8 #2 SPF MIN STUDS
@ 16" O.C. PER PLAN
(00
SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d W
2nd STORY WALL .- i -
NAILS @ EACH END.
BOTTOM PLATE Q N
ATTACH PER NAILING BLOCK ADJACENT
SCHEDULE BAYS @ EACH
DIAGONAL AS SHOWN.
C.M.U. WALL PER PLANlfiFl
WITH ROOF LOAD
F1 SECTION @ OPEN TO ABOVE BRACING @ 2 STORY FRAME WALL
12
PER PLAN
2x4 CONT. W/ (2) 12d
NAILS TO EACH STUD
2x8 #2 SYP SILL PLATE
W/%2" EPDXY ANCHOR
OR J -BOLT @ 32" O.C.
W/ MIN. 7" EMBEDMENT
& 6" FROM EACH END
(2) 2x TOP PLATE —
(2) 2x HEADER SEE —
MASONRY WALL PER PLAN FOR MORE INFO
PLAN & CONNECTIONS
--
i
FOR LOCATION
PLATES U.N.O.
2x BLOCKING w/ (2) `I2d
C.M.U. WALL PER PLANlfiFl
WITH ROOF LOAD
F1 SECTION @ OPEN TO ABOVE BRACING @ 2 STORY FRAME WALL
12
PER PLAN
2x4 CONT. W/ (2) 12d
NAILS TO EACH STUD
2x8 #2 SYP SILL PLATE
W/%2" EPDXY ANCHOR
OR J -BOLT @ 32" O.C.
W/ MIN. 7" EMBEDMENT
& 6" FROM EACH END
(2) 2x TOP PLATE —
(2) 2x HEADER SEE —
MASONRY WALL PER PLAN FOR MORE INFO
PLAN & CONNECTIONS
FLOOR TRUSS; SEE
FRAMING PLAN FOR
DIRECTION AND
CONNECTION DETAIL
MASONRY WALL PER
PLAN
SEE PLAN FOR
rTRUSS DIRECTION
---& MORE INFO
FLOOR GIRDER SEE
PLAN FOR
CONNECTION
O.H.
PER ELEV.
PRE ENGINEERED
TRUSSES @ 24" O.0
MAX. PER PLAN
SEE ARCHS FOR ROOF
WATERPROOFING AND
FINISH
TRUSS ANCHOR (SEE
PLAN)
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
2x #2 SPF STUDS @ 16"
O.C. w/ EXT. SHEATHING
FROM TOP OF WALL TO
BOTTOM OF TRUSS/
GIRDER SEE PLAN FOR
WINDOW ATTACHMENT
INFO. IF WALL
SHEATHING ISN'T CONT.
LSTA18 STRAPS ARE
REQ'D FROM STUDS TO
GIRDER BELOW
SEE LD02/SD4 FOR
MORE INFO IF
TRUSSES ARE
PARALLEL TO WALL
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
SEE TRUSS LAYOUT
FOR TRUSS LOCATION
& CONNECTION INFO
TYPICAL CONNECTION @ GIRDER OR BEAM
3/4"=1'-0"
FASTEN ROOF <—
SHEATHING TO I=
WINDOW SEE PLAN
i
FOR LOCATION
PLATES U.N.O.
2x BLOCKING w/ (2) `I2d
TOENAILS EACH SIDE
IF WALL SHEATHING IS
STOPPED BELOW
ROOF LINE
2x BASE PLATE W/ 12d
@ 24" O.C. TO FLOOR
2x4 CONT. W/ (2) 12d
SYSTEM BELOW
NAILS TO EACH STUD
❑
2nd STORY WALL PER
PLYWOOD FLOORING
PLAN
SEE FLOOR FRAMING
VW o Mn
PLAN FOR MORE INFO
FLOOR TRUSS; SEE
FRAMING PLAN FOR
DIRECTION AND
CONNECTION DETAIL
MASONRY WALL PER
PLAN
SEE PLAN FOR
rTRUSS DIRECTION
---& MORE INFO
FLOOR GIRDER SEE
PLAN FOR
CONNECTION
O.H.
PER ELEV.
PRE ENGINEERED
TRUSSES @ 24" O.0
MAX. PER PLAN
SEE ARCHS FOR ROOF
WATERPROOFING AND
FINISH
TRUSS ANCHOR (SEE
PLAN)
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
2x #2 SPF STUDS @ 16"
O.C. w/ EXT. SHEATHING
FROM TOP OF WALL TO
BOTTOM OF TRUSS/
GIRDER SEE PLAN FOR
WINDOW ATTACHMENT
INFO. IF WALL
SHEATHING ISN'T CONT.
LSTA18 STRAPS ARE
REQ'D FROM STUDS TO
GIRDER BELOW
SEE LD02/SD4 FOR
MORE INFO IF
TRUSSES ARE
PARALLEL TO WALL
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
SEE TRUSS LAYOUT
FOR TRUSS LOCATION
& CONNECTION INFO
TYPICAL CONNECTION @ GIRDER OR BEAM
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FASTEN ROOF <—
SHEATHING TO I=
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PROVIDE 2x4 BRACE z
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�— 2x LEDGER TO UPPER ❑ --- -- -- —
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NAILS INTO HEADER ❑ W
IF PORTIONS OF THIS WALL O =
SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. U
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KINGS # OF STUDS TO MATCH � FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER Q
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STRUCTURAL ENG: CFG / BAD
(> DRAFTING:
Imo--STRUCT: AML
QC CHECK: CC
JOB No. TM - 2151807
W SCALE: AS INDICATED
D
SANFORD DATE:
LU 03!03/16
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOGIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH GONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
THORNBROOK 401s
COMMUNITY SPECIFIC
STANDARD SPECIFICATIONS REDRAW NOTES
MONO FOOtIN6, ALUMINUM OVER 2x6 5u5 FASCIA,
5HINGLE ROOF "L"CJRIG k" AT, 50 COAL. W.N. 200 AMP
5"RVIG"/PAN"L E30X, f'AV"N DRIVE AND LEAD WALK,
PAV'"R ENTRY, AND ACRYLIC AT LANAI.
LOT 114 THORNEBROOKE 40 s
DARLINGTON 25if if
GARAGE RIGHT
03-02-16 CREATED LOT 5PECIFIC PLAN FOR LOT 114 IN
THORNDROOKE 40'5, ELEVATION "C" GARAGE
RIGHT W/ PLAN OPTION6 INCLUDING: FRONT
DOOR GLA55 INSERT, BONU6 ROOM, DEN
OPTION, CALIFORNIA COUNTERTOP, �' POCKET
SLIDER, VENT HOOD TO OUTSIDE, RADIANT
BARRIER, SPRAY FOAM INSULATION AND MISC.
ELECTRICAL OPTIONS,
PLAN REVISIONS
0524-16 COMPLETED PLAN REVI510N5 TO INCLUDE:
QREMOvED METAL STAND AND BOLLARD AT
ELECTRIC WATER NEATER.
DRAWING INDEX
COV -GENERAL NOTES, INDEX, SPECIFICATIONS
1 -SLAB INTERFACE PLAN
2A1 -MAIN FLOOR PIAN NOTES
2A2 -MAIN FLOOR PLAN DIMENSIONS
2B1 -UPPER FLOOR PLAN NOTES
2B2 -UPPER FLOOR PLAN DIMENSIONS
2C -INTERIOR ELEVATIONS, STAIR SECTION, D
ETAILS
:N:NAL CONSTRUCTION NUT"6:
CHAPTER5 AND SECTIONS REFER TO F.D.C.R. - 5TH EDITION (2014)
NOTE: ANY DIMEN51CN5 AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS
ARE TO BE CONSIDERED "NOMINAL DIMENSIONS"
OCCUPANCY ANp CONSTRUCTION TYPE:
THI5 UNIT HA5 AN iR3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION.
CEILING CON57RUCTION:
I, THE GARAGE 6HAILL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE65 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE 61DE. GARAGES
BENEATH HABITABILE ROOM5 SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15,9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE
THE SEPARATION 1� A FLOOR-CEIL INE ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL60 BE PROTECTED BY NOT L E53 THAN 1/2 INCH 02.1 mm) GYPSUM BOARD
OR EQUIVALENT IN ,ACCORDANCE WITH F.B.C,R. - 5TH EDITION (2014) 8102.3.5.
EXTERIOR FINI'SHE5:
INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B!:.R - 5TH EDITION (2014) 8103.6.1 AND A5TM C 1063. ALL LATH AND LATH
ATTACHMENTS SHALL BE OF CORRo5I0N-RE6I5TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAIL5 HAVING A 1/16 INCH
HEAD, OR 1/a INCH I LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTNFRWI5F APPROVED. THICKNESS OF TFXTURFD FINISH OVER FRAME APPLICATION TO BE
PER F.B.C.R. - 5TH EDITION (2014) R103.6.2 AND A5TM C 926. PER F.B.C.R. 5TH EDITION (2014) 8103,62.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE
CORRO5ICN-RESIS4ANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE
LINE ON EXTERIOR': STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACE[) A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PA`/ED
AREAS, THE WEATHER RE615TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEED'
SCREED. PER F.B(..;R 5TH EDITION (2014) 81036.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515rIVE VAPOR PERMEABLE
BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER F.B.C.P, 5TH EDITION (2014) R103.6.5 OR IN ACCORDANCE WITH ASTM C 926.
5TUCC0 CONTIROL JOINT:
STUCCO CONTROL JOINTS TO BE INSTALLED PER 45TM C 1063-06(1,11.4.1 TNRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5r, AND DELINEATE AREAS NOT
MORE THAT 100 5.R.FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO- WIDTH RATIO OF 2 1/2
TO 1. A CONTROL J0INT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL, WALL OR
PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS.
ECiRE55:
I. EACH BEDROOM HUN HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOUJ MU5T HAVE A MAXIMUM
OPENING HEIGHT Ur 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM,
FLASHING:
1. FLASHING SHALL PE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND
ROOF OPENINGS,
2. APPROVED CORTR051ON-RE' FL ASNING')NAL L BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR
PENETRATION OF UJI�TER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
CORRO51ON-RE515IbANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.a.
WINDOW INSTALILATION:
I. WINDOWS SHALL QfE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL 15U
PROVIDED BY THE: iMANUFACTURER FOR EACH WINDOW.
DWELLING / GAIRA�E OPENINGS:
THE OPENING BETWEEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNES5, 50LID CORE (5,G.) OR HONEYCOM0
CORE STEEL DOOF;�,, NOT LESS THAN 13/8" THICK, OR 20 MINUTF FIRE RATED DOOR5 FQUIFFFD WITH A 5FL F-CLo51NG OFVICF.
FLOOD ZONE EOUIREMENT&
PLAN MEETS OR E4CEED6 FEMA FLOOD FINISHFD GARAGF FLOOR EL FVATION.
ASPHALT 6HINrL E6 (IF APPLICABLE) :
1. WIND RE515TANCE SOF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052.6 AND R90�61
2. ASPHALT 5HINGLZ5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROUT 3�0RE; TWO UNITS VERTICAL IN
7
12 UNITS NO I ONTA �i HORIZONTAL i F i � i � r i r
R.. 12a2I AN 55 THAN F IT
D LE OUR UNITS VERTICAL IN 12 UNITE NO I ONTA 1412) TWO AY � OF JN AYM NT .Ot1P YINa WITH AoTM 22�"T�Y - 0 TYPE Il
R_ _ _ _R D_R_ _ _ D R R Pc ,
A5TM D 4869, TYFE II OR TYPE IV OR A5TM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF 5L OPF5 FROM FOUR UNITS VERTICAL IN 1? UNITS' oRfxQjvL
(4:12) AND CREATE -R, ONE LAYER OF UNDERL AYMENT COMPLYING WITH A5TM D 726, TYPE II, A5TM D 4869, TYPE IV OR A5TM D 6151 15 REQUIRED IN ACCORDANCE WITH 6ECTIGS�,
3C1 - FRONT ELEVATION Rg0�.2,1.
3C2 - SIDE ELEVATIONS ROOF PLAN BUILDING SECTION CLAY AND CONCRETE TILE APPLICABLE):
THE INSTALLATION OF GL AY AND CONCC RETE TILE PER F.B.C.R. - DTH EDITION (?014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR
RECOMMENDATION`S OF FR5A/TRI FLORIDA NIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD 15 DETERMINED IN ACCORDANCE WITH
30 FLASHING DETAILS 5ECTIoN 8301.2.1.3 GIR THE REGOMMENDATION5 OF RA5 Ila, 119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH A5TM D 226, TYPE
II; ASTM D 2626, TYiF,-- 11; OR A5TM D 1910 OR A5TM D 6380, CL A55 M MINERAL 61JRFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FL ORIDA NIGH
WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Mu 15 DETERMINED IN ACCOR.r)ANCE WITH SECTION 8301.2.13 OR THE RECOMMENDATIONS
3C4 - FLASHING DETAILS OF RAS 110, 119 OR 121.
CHIMN"Y HEIGH'IT REQUIREMENTS (IF APPLICABLE)
4A - MAIN FLOOR ELECTRICAL PLAN I. WHEN STANDARD OR OPTIONAL FIREFLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE NIGHER POINT WHERE rr EXTENDS THROUGH THE ROOF AND MUST BE
2'-0" NIGHER THAN: THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER.
4B - UPPER FLOOR ELECTRICAL PLAN r
TUI) AND jHUUJtN ANFA,):
I. CEMENT, FIBER -GEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, 01325, OR 01118 AND INSTALLED IN ACCORDANCE WITH
MANUFACTURER REC":OMMENDATION5 SHALL BE USED AS BACKERS FOR WALL TILE IN TO AND SHOWER AREAS, AND WALL PANEL 5 IN SHOWER AREAS.
TERMITE PROTIl-ECTION:
1. PENETRATION. PROTECTIVE 6LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELL UL06E CONTAINING MATERIALS, IF SOIL
TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE65 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A
NON-CORR051VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITIGIDE5 SHALL BE APPLIED INSIDE THE SLEEVE.
2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RI5ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT
LEAST I FOOT (305 .mm) AWAY FROM THE STRUCTURE 61DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BL OCKS. GUTTERS WITH DOWNSPOUTS ARE
REQUIRED ON ALL BUILDINGS WITH EAVES OF LE65 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
MECHANICAL AIN[) HVAC:
l ENERGY CALCUL41TION5 FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF
APPLICATION FOR PERMIT.
2. MECHANICAL AFF+LIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES,
OR ANY OTHER PIFIING OR DUCT5 NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES
(162 mm) DEEP AND) 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN AFPLIANCF.
3. DUCTS IN THE GARAGE AND DUCT5 PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. % GAUGE (0.48
mm) SHEET STEEL OR OTHER AFFROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGF.
4, FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO
rHE MANUFACTURER'S INSTALLATION INSTRUCTIONS,
5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN5ING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL
OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF
SECTIONS M1411.3.
EXHAUST FANS ;AND VENTING:
I, OUTDOOR D15CHA1RGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC,
50FFIr, RIDGE VENT ,OR CRAWL SPACE,
2. EXHAUST AIR FRCIM BATH ROOMS AND TOILET ROOM5 SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY
To THE OUTDooR5..iEXHAu5T AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING.
3. DUCT LENGTH, THEE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE
MAXIMUM LEN(, rH CF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EAC1' 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE
MAXIMUM LENGTH CIF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT, EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND
L ABEL ED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE UJITH THE BOOSTER
FAN MANUFACTURER`5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER
15 LOCATED, A P ER (ANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS "THIS DRYER
EXHAUST SYSTEM ('EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN."
4. PROVIDE L OUVER'DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG.
ATTENTION UENFERAL CONTRACTOR / BUILDER:
ISSUANCE OF PLANS, FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO
APPLICABLE BUIL DIING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING
CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY
REV1510N5 OR CHACIGE5, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL
FEES. IF ANY MODIFIrATION5 ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE.
REV. 10-14-2015
• JOB NUMBER 26002.030
CAD FILE NAME LOT 114 T8
ISSIJED 03-02-16
REVISED 05-24-16
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JOB NUMBER 26002.030
CAD FILE NAME LOT 114 TB
ISSUED 03-02-16
REVISED 05-24-16
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GARAGE RIGHT
DAMS BEWS
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150 STATE STREET FAST
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I ON LANAI
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MASTER SUITE
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3111
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1/2 35 5k1
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10 5N
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20 51-1
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C[.G. VERIFY MA50NRY O ENIN65 FOR ALL WINDOW5,
u
WINDOIU 51ZE5 AND IN5TALLA'1'ION MAY VARY PEP,
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RADIANT BARRIER
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UP 10.00" TREADS
ti
2 5 0 R 9'-4" ARCH FROM
VO UME CLG. `3'4" TO a'-0"
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BANDING (TYP.)
RADIANT BARRIER
q
_.-
4" INSULATE � PAVERS
FLAT GLG. WAI15
DEN
11'-4"x1 0'-6"
9'-4" FLAT CLG. FLU5N FRAr
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26 5N,
HEADER
Ara' -0° AFF
. 41
I ip1'I. G.G. VERIFY
R-38 INSULATION I
-------J AFF.
5.G. VERIFY
\ SPRAY FOAM INSULATION
TEXTURED FOAM Gf
pRYSTAGK
LEpGESTONE
REFER TO SNEET 2A2
FOR MAIN FLOOR
PLAN DIMEEN51ON5
LINE of
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T.O.M.
9'-4"
A.F.F.
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PAVER DRIVE
LEApWALK
LINE
OF
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X
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ULOo
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Q
. VERIFY
BANDING (TYP.)
RADIANT BARRIER
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° JOB NUMBER .26002.030 •
CAD FILE NAME LOT 114 TB
ISSUED 03-02-16
REVISED 05-24-16
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MAIN FLUUTl PLAN NOTE.
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FOUNDATION NOTE'S.
1.
PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE
LAPPED MIN. 6" AND SEALED.
2.
PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH
U
PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL
®
(FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR
,
EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE.
I3.
VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM
0
ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND a EA. END.
LAP SPLICES SHALL BE NO LESS THAN 25".
4.
CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR
!�
RECESSING DOOR SILLS.
5,
EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE.
6.
CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE
SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.)
CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE
F--
THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR
AML
USE ALTERNATE APPROVED METHOD.
7.
MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY
COMMUNITY & COUNTY CODES.
8.
FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL
SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE
CC
AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS.
9.
NO WOOD STAKES PERMITTED IN FOUNDATION.
10.
PENDING SrrE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED
JOB No.
DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO
DETERMINE STEP LOCATIONS IF REQUIRED
11.
SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS
AND LAP SPLICE. SEE DTL MFO9 AND MFI O ON SDI FOR STANDARD
DATE:
FOOTING STEP DOWN AND CORNER INFORMATION.
12.
ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCES.
SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH
PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION
13.
ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER
COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS
FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE
PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL
CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO
FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.
SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,
COMPACTED IN 12" LIFTS ro AT LEAST 95% OF MAX. DRY DENSITY AS
DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR).
THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS
BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000
PSF.
14.
PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO
DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE
STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND
FOOTING SIZES PENDING DEPTH OF STEMWALL.
FOOTING SCHEDULE
dp w/ #5's EQUALLY SPACED EA.
O12"x12"x12"
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (2) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
dp w/ #5's EQUALLY SPACED EA.
O24"x24"x12"
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (4) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
28"x28"x12" dp w/ 45's EQUALLY SPACED EA.
2.3
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (5) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF GONG.
30"x30"x12" dp w/ #5's EQUALLY SPACED EA.
2.5
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (5) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
32"x32"x12" dp w/ #5's EQUALLY SPACED EA.
2.6
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (6) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
dp w/ #5's EQUALLY SPACED EA.
O36"x36"x12"
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (6) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONIC.
42"x42"xI2" dp w/ #5's EQUALLY SPACED EA.
3.5
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (7) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
dp w/ #5's EQUALLY SPACED EA.
O48"x48"x12"
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (8) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
54"x54"x16" dp w/#5's EQUALLY SPACED EA.
4.5
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (9) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
60"x60"x16" dp w/#5's EQUALLY SPACED EA.
5
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (10) # 5 E.W.
BARS & 3" MIN. COVER TO EDGE OF CONC.
SYMBOLSLEGEND
IN INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG.
TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.).
0
INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.
TO TIE BEAM.
121 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
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DATE:
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