221 Big Spring Ter New construction SFHMAY 16 2016
P,Y.-a - � - ;. =__--
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value:
q_5
r,:,3. H
Job Address: LG/ Ol dIV X�Gl(,6- Historic District: Yes ❑ No 0
Parcel ID: 27-19-30-,' 1U-0000-1 0 Residential (Fy Commercial ❑
Type of Work: New 0 Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: NEW tM - THORNEBROOK LOT NUMBER: i o4 -
Plan Review Contact Person: Daphne Clark Title:
Phone: 407-257-6940 Fax:
Eatlail: daDhne(@.PermitsPermitsPermits.com
Property Owner Information
Name TAYLOR MORRISON OF FLORIDA INC .Phone: 407-629-0077
Street: 151 SOUTHHALL LANE #200
City, State Zip: MAITLAND FL 32751
Resident of property?: NO
Contractor Information
Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940
Street: 151 SOUTHHALL LANE #200
City, State Zip: MAITLAND FL 32751
Name:
Street:
City, St, Zip:
Fax:
State .License No.: CBC1257462
Architect/Engineer Information
Phone:
Fax:
E-mail:
Bonding Company: N/A Mortgage Lender: N/A
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NO'T'ICE OF COMMENCEMENTMAY RESULTIN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON TIIE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN AT'T'ORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. t 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 regulating construction
in this jurisdiction. I understand that a separate permit rnust be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with th date of application and the code liq necl as of thatl�) - 7 3 -J, 7ate: 5°i Edition (2014) Florida Building Code
Revised: June 30, 2015 ;.- Pen -nit Application
GENERAL NOTES
FOUNDATIONS
SOIL UNDER SLABS AND UP)DER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF
MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM
BEARING CAPACITY 2000 POF
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
METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD
11 IS 1 HE BUIL ULR'S KESPUNSIBILITY 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
2500 PSI, A SLUMP OF 4" PLUS OR MINUS I", AND HAVE 2 TO 4% AIR ENTRAINMENT,
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR
AND A MAXIMUM WATER/CEMENT RATIO OF 0.58.
SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT
2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL
CONNECTORS SUCH AS HURRICANE CLIPS TRUSS ANCHORS AND ANCHOR BOLTS
CONFORMING TO ASTM A-615 GRADE 40.
ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4
LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED
L
WWF SHALL BE APPED AT LEAST 6" & CONTAIN AT L EAST ONE CROSS WIRE WITHIN
TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE j
THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF.
CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR
REGARDLESS OF SPECIES U.N.U. ON FRAMING PLANS OR DETAILS. END -JOINTED
THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO.
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE
2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND
TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301.
DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING
SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD
BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND
3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
AT EACH END SHALL BE PROVIDED.
THE LATEST EDITION OF ANSI TPI 1.
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS.
4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS
7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE
MANUFACTURER UNLESS NOTED ON PLANS
CENTER TO UPPER 1/3 OF THE SLAB.
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF
BOLTS AND THREADED RODS
TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.)
TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
2. STEEL BOLTS LESS THAN ONE -HALF-INCH ('12.7 mm) IN DIAMETER USED AS
TRUSS DESIGN LOADS:
FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF
TOP CHORD: Lr = 16 PSF
HOT -DIPPED ZINC COATED QALVAN[ZED STEEL, STAINLESS STEEL, SILICON BRONZE
DL = 7 PSF (SHINGLE TYPE ROOF COVER)
OR COPPER. FASTENERS OHALL BE IN ACCORDANCE WITH ASTM A 153.
DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER)
3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE
DL = 14 PSF (TRUSS OVERBUILD)
OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN
BOTTOM CHORD: DL = 5 PSF
ACCORDANCE WITH ASTM 0 695, CLASS 55, MINIMUM.
MINIMUM FLOOR DESIGN LIVE LOADS:
MASONRY WALL CONSTRUCTION
A)FLOORS = 40 PSF
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST
B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT)
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2,
C)DECKS = 40 PSF
CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000
D) STAIRS = 40 PSF
PSI (fm =1900 PSI)
E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O.
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270
MINIMUM FLOOR DESIGN DEAD LOADS:
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1".
A)FLOORS = 15 PSF
A. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE
B) BALCONIES = 15 PSF
SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS
5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS
-ADDrr'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS
FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE
-G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA
PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE.
RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING
6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK
-MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE
WALL AT THE TOP & BOTTOM & MAXIMUM T -o" U.N.O. VERITCALLY, TIES TO THE
To PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS
"TOP
COLUMNS BEAMS STUD
LESS THAN 2FT). BLOCKING TO TRUSS CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4"
FOOTING & LINTEL STEEL 10 ADEQUATE @ TOP & BOTTOM OF WALL; REBAR
WAI 1
FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2
POSITIONERS IN MIDDLE OF -- BLOCKING w/ (3) 12d TOENAILS EACH END.
7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA.
8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND
COURSE AND FOOTING TO DE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. °X" BRACING TO START 20'-0" MAX FROM #1 HIP
9. EXPANSION TYPE ANCHOFJS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 p
ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.
10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING
11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS
LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST
CELLS BELOW. THE USE Of= FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD.
12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3.
13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO (°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).
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP 42 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2)
14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND
EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2
CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN
WOOD CONSTRUCTION
BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING)
WIND SPEED (ULTIMATE) 139 mph
DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3.
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN
6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS,
SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS)
BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC.
SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS
STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING),
HANGERS.
FIELD REPAIR NOTES
SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED
REGARDLESS OF SPECIES U.N.U. ON FRAMING PLANS OR DETAILS. END -JOINTED
1. OMITTED REBAR
LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND)
DRILL A 3/4" O HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR
CONDITIONS. E.O.R. TO REVIEW IF INSTALLED.
INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW
3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED
MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL
MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE
SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER
30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING
AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL
BEND).
BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM
2. STRAPS/CONNECTOR SUBSTITUTION
NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD.
MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT
5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY
& LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S
(MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY
INSTALLATION INSTRUCTIONS ARE FOLLOWED.
SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE
3. STAIR CONSTRUCTION
DESIGNED AND DETAILED BY OTHERS.
2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE
6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE
USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.)
CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL
4. METAL STUD SUBSTITUTION
HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH
WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS
SIMPSON HS32 STUD SHOES, TYP U.N.U.
5. OMITTED J -BOLT
7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE
-1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY
CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE
w/ SIMPSON SET EPDXY @ 5" MIN EMBED.
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST
-1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2"
CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED
J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES
6. MORTAR JOINTS
NOT.
-FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D)
8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR
-FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON
MASONRY IS TO BE PRESSURE TREATED.
EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN.
9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR
"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2)
MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT
COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES,
WOODEN TOP PLATES.
THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG
10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS
-FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5
ENGINEERED LUMBER
VERT. REINF. IN EA. CELL, CONT. PER PLAN,
ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN
7. OVERHANGING CMU WALL
VALUES Aq, FOLLOWS:
-FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT.
COLUMNS BEAMS STUD
CELLS PER PLAN.
E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/in'' U.N.O. E = 1,500,000 lb/int U.N.U.
-FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES
TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS
IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN
Fb = 2500 Fb = 3000 Fb = 2200
-FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS.
Ft = 1500 Ft = 1700 Ft =1500
STRUCTURAL STEEL
Fc 11= 3000 Fc 11= 3000 Fc 11= 2100
1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE
Fc 1 =900 Fc I = 900 Fc J = 450
STEEL (HSS); ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy =
TB -101 (TL/CC/JV)
35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI
Fv = 285 Fv = 285 Fv =1 50
2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS
WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN
SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC)
CONDITION U.N.O.
BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA.
CEILING CONSTRUCTION
TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL
CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
E 2 RESISTANT BOARD FOR 24" U.C. FRAMING UNLESS
SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE
OTHERWISE SPECIFIED.
PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED
2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN
CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE
LIVING SPACE IS ABOVE THE GARAGE.
16" UNO,
3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF
3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES
TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED
SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS,
SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/
FASTENERS, LOAD, AND TOLERANCES.
8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD.
4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY
UNDER STAIR PROTECTION
ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION.
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR
5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD
SURFACE AND ANY SOFFITO PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH
INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED).
n r
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
FOUNDATION PLAN
WIND PRESSURE & SUCTION
EFFECTIVE
DOWEL PLACEMENT PLAN
(PSF)
WIND
S4.1
(+) VALUE DENOTES PRESSURE
AREA (SQ FT)
S4.2
ROOF FRAMING PLAN
H VALUE DENOTES SUCTION
AREA
O
10
(+) 21.2
(+) 21.2
SD2
(-) 22.9
(-) 28.3
20
(+) 20.2
(+) 20.2
SD4
(-) 22.0
(-) 26.4
50
(+) 19.0
(+) 19.0
S D6
(-) 20.8
(-) 23.9
100
(+) 18.0
(+) 18.0
ST1
(-) 19.8
- 22.0
GARAGE DOORS
9'-0" x 7'-0"
16-0" x 7'-0"
DATE
(+) 18.4
(+)17.7
(-) 20.9
(-) 19.7
WIND PRESSURE/
SUCTION DIAGRAM 5 5
4 4
5 5
�
�a
�
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
RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS
OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO
TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS
INDEX OF DRAWING ,,�.
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
ROOF FRAMING PLAN
S6
LINTEL PLAN
SD1
FOUNDATION DETAILS
SD2
GENERAL. DETAILS
SD3
GENERAL DETAILS
SD4
GENERAL DETAILS
SD5
TWO STORY DETAILS
S D6
TWO STORY DETAILS
ST1
STAIR DETAILS
UPDATES
NUMBER
DATE
DESCRIPTION
P4
1
5/12/2014
CREATED EL EV. A,B,C & A BONUS
2
1 /6/2015
ADDED ELEV. C W/ TRUSSWAY TRUSSES PER LOT
TB 41 - RLB
3
4/ 10/2015
ADDED OPTIONS POCKET SGD @ DINING & SITTING
ROOM#2 @ MASTER
4
6/8/2015
ADDED ELEV. B w/ TRUSSWAY TRUSSES PER LOT
Q
TB -101 (TL/CC/JV)
JtECORD COPY
(12.7MM) GYPSUM BOARD. SUBMIT REPORTID 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.
6,1
NOTE:
PLATE LENGTHS MUST BE AT
LEAST 8'-0" LONG. TYP.
PIPE OR DUCT W/
PENETRATION OF 2 ROWS 10d @ 3" O.C,
MORE THAN 50% OF
TOP PLATE WIDTH
INSTALL SIMPSON 2x4 STUDS PER
PSPN516Z W/ (12) 16d FRAMING PLAN
NAILS TYP. TOP & BOT. n
DOUBLE 10d @ 3" O.C.
TOP SPLICE
+
Nj 2x4 BEYOND AGAINST
�N 2x8 STUDS
ATTACH 2x STUDS TO
TOP PLATE W/ (4) 16d
NAILS ((2) ON EA. SIDE)
TYP. AT ALL EXTERIOR
ATTACH 2x STUDS TO CONDITIONS
TOP PLATE W/ (4) 16d
NAILS ((2) ON EA. SIDE)
TYP. AT ALL EXTERIOR �- 2x8 STUDS PER
CONDITIONS FRAMING PLAN
----
BOTTOM SPLICE OVER TOP SPLICE
STUD
DOUBLE 2x8 TOP
PLATE
DOUBLE 2x4 TOP
PLATE
PROVIDE 2x4 ON TOP
OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN &
TOP PLATE ATTACH W/ ATTACH PER NAILING
(2) 10d NAILS O.G. PATTERN ON THIS
(SOLID BLOCK W/ 2x6) nG-roii
TOP PLATE TRANSITION
NOTES:
1) ADJACENT NAIL -3 ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN
— NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION
BOTTOM PLATE w/ (4) 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY)
4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4"
10d NAILS 1" EDGE 1 1/2" EDGE
10d x 3" COMMON -
❑ 2 1/2" ❑
z ❑ z
W 1 1/2" z w
11 11W � N
N
r- N
N �
N
OVERLAP TOP PLATE 10d x 3" COMMON OPP.
AT CORNER SIDE z
U U
NAIL BOTTOM PLATE U
TO CORNER STUD ? -
00
PACK w/ (4) 10d NAILS u
TOP PLATE CORNER TRANSITION
(2) 2x4's (2) 2x6's
N
10d x 3" COMM(
10d x 3" COMM(
OPP. SIDE
(2) 2x8's
(2) 2x COLUMN
2 1/2" EDGE
FO TYPICAL TOP PLATE SPLICE @ BRG. WALLFO TYPICAL BUILT-UP STUD COLUMN DETAIL
3/4"=1'-0" 1
2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING O NAIL SHEATHING AT FRAME WALL BOTTOM PLATE AND SHEATHING PER PLAN
BEYOND 72 INSTALLED VERTICALLY. AT FLOOR TRUSS TOP AND BOTTOM PLATES USING (1) 3/8
z ROW OF 8d COMMON NAILS @ 3" O.C.
c7 = 2O NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON A' = NAIL SPACING
-----
T -1--T �f wz�l-- °I O S
6 I I II I I I I o _ NAILS @ 3" O.C. 2 VF C,qe OV 6'0
a w o Q NAIL OPENING PERIMETER w/ (2) ROWS OF 8d A x<��oTATR ASOTEN PER PLAN
2��FiyC�A� TO
a z = COMMON NAILS @ 3" O.C. 3/4" yOF(�SS 2y0 SSS
III — � III U- U 0 NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. &NAIL — — — 0//
F
°y III II II II WALL SHEATHING o w EDGES 6" O.C. U.N.O.ON PLANS .
III III II II I SPLICE, SEE SPLICE A
DETAIL. MAX 1/8" STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d 3/4" 2x4 FRAMING @ 24"
III OPENING II II II II SPACE BETWEEN w w COMMON NAILS @ 3" O.C. O.C. MAX.
III II 4 II PANELS w O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1 O NAILS
III 3 II I I I II HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING @ 4" O.C. NAILS IDE JOINT x3"
III TYP. III II II II I p TOP & BOTTOM PER -ENG TRUSSES
STUD PER PLAN 2x SCAB w/ 10d NAILS `
III
OPENING
III II II II 2x STUDS BEYOND, '� O O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, - - @ 4" O.C.
III III II II II SEE PLAN FOR MORE � VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION
INFO I O PER -ENG TRUSSES
JUL 19 2016
EDGE DISTANCE
PER P��
INSIDE PI Y NAILS NAILED AT 8" O/C
STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X'S
(3+) 2x COLUMN
ROOF SHEATHING,
FASTEN PER PLAN
2x4 FRAMING @ 24"
O.C. MAX.
PROVIDE (4) 10d x 3"
NAILS AT JOINT
z ~ O SHEATHING R. 17 PER PLAN - 2 '�ASCIA
-Ti
71
— SHEATHING PER PLAN
2x4 SYP #2 LEDGER,
—7
ROOF SHEATHING,
PLAN NAIL PER PLAN
TO STUDS OR BEAM w/
10d NAILS FOR
III
CONV. FRAMED
III II II II
(2) 2x BUILT-UP COL.
T�
�-o
DOUBLE TOP PLATE
MORE INFO &
MORE INFO & (2) END NAILS
4'-0" MAX.
's SIMPSON SP4 OR SP2
2x BLOCKING W/ (2) (2) 2x TOP PLATE
III
I I I II I
II II II II
@ EACH STUD
W
T
O F-
;+
x X
IJL—_IL
jU--A==1L—_—I�
2x12 BOX HDR w/ 2x8's
0
SHINGLE ONLY
—
------
----�
.N
0WOLij
z~ter
O
N�
2x12 w/ 10d X 3 NAILS
@ 24 O.C. w/ EXT.
2x4 #2 SPF
ROOF TRUSS -SEE
FRAMING PLAN
(22) 10d NAILS (ALL z
@ 6" O.C. 2x12 AT
U.0
BLOCKING @ 24" O.C.
FOR
CORNER CONDITIONS a
F! OOR S ISTEM O
NAILING SCHEDULE &
w/ (2) 16d END NAILS
SPACING; EXTERIOR SHEATHING
STRAP AROUND W
_
— — — —
— —
-
TALLER STUD) W
U -
2x4 #2 SYP P.T. @ EA. TRUSS MEMBER
CONNECTION
D¢O0[L'r
CUT TO FIT
2x BOTTOM PLATE
x
2x BRG WALL, SEE
OPENING SIZE
1 BEYOND SEE PLAN
""
PLAN FOR STUD SIZE &
\ ++ ROOF SHEATHING
SHEATHING DIAGRAM
TOENAILS INTO OTHER
TRANSOM BETWEENN
SEE WALL CLIP DETAIL s `
*171'�EXTERIOR SHEATHING SCHEDULE
SEE FLUOR PAFOR
i j LINTELS
TRUSS
LINTELS
3/4"=1'-0"
UNDER GIRDER TRUSS
MORE BRG. WALL INFO
BLOCKING GYPSUM WALLBOARD _ _ 2x FASCIA PER PLAN x r
JOINT, MAX. 1/8" GAP CMU WALL PER PLAN —` V LEDGER E NAILS TO TRUSS CONNECTION (2) 8d TOENAILS
PER PLAN TO LEDGER
2x4 PT LEDGER W/
NAILING PER 1/4" x4" TAPCONS
@ 12" 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d
SCHEDULE - O.C. PLAN NAILS @ 16" O.C.
2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR
FLATWISE (2) 16d O.H. SIZE O.H. SIZE
NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION FRAME WALL
NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF
NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE F1 TYPICAL SCAB OVERHANG
REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0"
OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS
`z SEE
— SHEATHING PER PLAN
2x4 SYP #2 LEDGER,
—7
ROOF SHEATHING,
PLAN NAIL PER PLAN
TO STUDS OR BEAM w/
10d NAILS FOR
2x4 #2 SPF
CONV. FRAMED
SDS SCREWS @ 16"
(2) 2x BUILT-UP COL.
SEE TRUSS PLAN FOR
SEE TRUSS PLAN FOR BLOCKING @ 24" O.C.
DOUBLE TOP PLATE
MORE INFO &
MORE INFO & (2) END NAILS
4'-0" MAX.
's SIMPSON SP4 OR SP2
2x BLOCKING W/ (2) (2) 2x TOP PLATE
CONNECTION
CONNECTION _ EACH END
TO MASONRY w/ 2x4 PT
@ EACH STUD
12d NAILS @ EACH END
PRE-ENGINEERED
;+
x X
O.C.
O.C. MAX.
2x12 BOX HDR w/ 2x8's
DESIGNED FOR
SHINGLE ONLY
6D01 TYPICAL
TOP & BOT., 2x8 TO
2x8 #2 SPF VERTICAL
.N
0WOLij
z~ter
PRE-ENGINEERED
SIMPSON LSTA30 W/
2x12 w/ 10d X 3 NAILS
@ 24 O.C. w/ EXT.
2x4 #2 SPF
ROOF TRUSS -SEE
FRAMING PLAN
(22) 10d NAILS (ALL z
@ 6" O.C. 2x12 AT
SHEATHING PER
BLOCKING @ 24" O.C.
FOR
CORNER CONDITIONS a
_ WALL TO PRECAST
NAILING SCHEDULE &
w/ (2) 16d END NAILS
SPACING; EXTERIOR SHEATHING
STRAP AROUND W
LINTEL w/ (2)ROWS OF
� +
(4) 12d NAILS EACH
EACH END
SEE PLAN FOR NAIL PER PLAN
TALLER STUD) W
1/4" x 4" TAPCONS @
2x4 #2 SYP P.T. @ EA. TRUSS MEMBER
CONNECTION
D¢O0[L'r
16" O.C. MAX.
TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @X
x
2x BRG WALL, SEE
i i STAGGERED
INTO TRUSS & (3) 12d EACH VERTICAL
""
PLAN FOR STUD SIZE &
\ ++ ROOF SHEATHING
i i TRANSOM BETWEEN
TOENAILS INTO OTHER
TRANSOM BETWEENN
SEE WALL CLIP DETAIL s `
SPACING. MIN (2) 2x
SEE FLUOR PAFOR
i j LINTELS
TRUSS
LINTELS
FOR MORE INFO
UNDER GIRDER TRUSS
MORE BRG. WALL INFO
O �2
a'
U.N.U.
LINTEL PER PLAN i i SLOPE AS REQ'D
LINTEL PER PLAN SLOPE AS REQ'D
LINTEL PER PLAN
i 2x6 #2 SYP P.T. CONT.
�/^ 2x6 #2 SYP P.T. CONT.
_
2x BLOCKING —'
0
w/ (2) 1/4" x 3 1/2"
w/ (2) 1/4" x 3 1/2"
.aa
SIMPSON LSTA24 EACH
(2) 2x TOP PLATE —
TAPCONS @ 12" O.C.
TAPCONS @ 12" O.C.
^ SHEATHING PER
SPACED EVENLY
SPACED EVENLY
STUD -
ATTACH 2x TO --_
VERTICALLY
VERTICALLY
;�
2x BRG WALL, SEE PRE -ENG. ROOF
BUILT-UP W/ (2)
2x6
PLAN FOR STUD SIZE & TRUSS PER PLAN
ROWS OF 10d NAILS
2x8 w/ (2) 10d NAILS @
2x8 w/ (2) 10d NAILS @
SPACING. MIN 2 2x
O ' .�
STAGGERED @ 8" O.C.
POCKET SGD 3" O.C. TO EA. 2x6
POCKET SGD EACH VERTICAL
POCKET SGD
UNDER GIRDER TRUSS SEE PLAN FOR
ATTACHMENT BY VERTICAL
ATTACHMENT BY
ATTACHMENT BY
U.N.O. CONNECTION
BUILDER
BUILDER
BUILDER
PF�lSECTION @ DOUBLE BEARING
fiFl STEP @ BEARING FRAME WALLS01
HEADER @ POCKET SLIDER w/ TRANSOM
SO2 HEADER @ POCKET SLIDER w/ TRANSOM
S03 HEADER @ POCKET SLIDER
3/4"=1'-0"
3/4"=1'-0"
1/2"=1'-0"
1/2"=1'-0"
CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN
BEAM INTO LONG SPAN AS INDICATED ON BEAM
SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN
STRAP IS NOT REQUIRED.
EXT. BEAM PER PLAN --- PT POST PER PLAN
LAP BEAM PLYS AND
NAIL AS SHOWN (5) 10d
NAILS PER PLY
EXT. BEAM PER PLAN
HTS20 CLIP FROM
POST TO BEAM
PLAN VIEW @ TOP OF POST
PT POST PER PLAN
' ABU POST BASE PER
PLAN
5/8" THREADED ROD w/
NUT SET IN ADHESIVE
II b
\ \° d• a I I ° ° / SEE FOUNDATION
PLAN FOR ADDITIONAL
INFO
SIDE VIEW @ BASE OF POST
CD01 CORNER COLUMN FRAMING
2x6 SYP #2 LEDGER. TO
STUDS w/ (2) 1/4" X 41/"
SIMPS. SDS SCREWS @
16" O.C. MAX.;
TO GABLE END STUDS
EXTERIOR WALL/TRUSS (2) 1/4" X 3%z" SIMPS. SD;
11 SCREWS @ 16" O.C.
MAX.;
TO MASONRY w/ 2x6 PT
SYP #2 LEDGER w/ (2)
1/4" x 2 3/4" TAPCONS X
12 12" U.C.
SEE PLAN
SIMPSON H3 CLIP
— SHEATHING PER PLAN
2x4 SYP #2 LEDGER,
—7
TO STUDS OR BEAM w/
10d NAILS FOR
(2) 1/4" X 4'%2" SIMPS.
CONV. FRAMED
SDS SCREWS @ 16"
MEMBERS ONLY
O.C. MAX.;
TO GABLE END STUDS
U)
w/ (2) 1/4" X 3%" SIMPS.
4'-0" MAX.
SDS SCREWS @ 16"
FASCIA PER
O.C. MAX.;
COMMUNITY SPECS
TO MASONRY w/ 2x4 PT
2x4 SYP 12 OR
SYP #2 LEDGER w/ 1/4"
PRE-ENGINEERED
x 2 3/4" TAPCONS @12"
ROOF TRUSSES @ 24"
O.C.
O.C. MAX.
SIMPSON H3 CLIP
DESIGNED FOR
SHINGLE ONLY
6D01 TYPICAL
SHED ROOF DETAIL
2x8 #2 SPF VERTICAL
@ 24" O.C. w/ EXT.
SHEATHING PER
NAILING SCHEDULE &
(4) 12d NAILS EACH
TRUSS MEMBER
2x8 w/ (2) 10d NAILS @
EACH VERTICAL
1/2"=1'-0"
10dx3"
10d x 3" OPP. SIDE
INCE PER
(D
LU v --
W4
0- co
ROOF SHEATHING,ir C U
14)
FASTEN PER PLAN x —V — m=a
loop
ir
2x4 #2 SYP CONT. w/ (2)
16d COMMON NAILS
EA. STUD OR TRUSS i , 0
MEMBER, TYP. (MAX. 4
24" O.C.). IF PAASONRY, RA0 (�r�
USE( 1/4" TAPCONS IIIpullr �+)�Y/
w/ MIN. 2" EMBED. @ cJ +^' ry y a
24" O.C.
Q _ o
TRUSS PER PLAN .0 "0
............. .............. IVIgV q4 U
WOOD/MASONRY
WAL L OR TRUSS, SEE
PLAN (TRUSS SHOWN) O
LEDGER @ LOW ROOF
SEE TRUSS PLAT\
MORE INFO &
CONNECTION
LINTEL PER PLAT`
1-1/2"=1'-0"
U
U)
Z
U U
Woo-
.N
0WOLij
z~ter
1'1
W
FW, W �)
(D O n t
CJ
III z � U)
W
0
D¢O0[L'r
2x8 TO UNDER SIDE OF
ate,
z z H W W
o
\ ++ ROOF SHEATHING
Q < LU O p
* +
O �2
I
I—I
Z
{—
zo<
2x8 #2 SPF VERTICAL
W
0
@ 24" O.C. w/ EXT.
v�
^ SHEATHING PER
NAILING SCHEDULE &
;�
W
(4) 12d NAILS EACH
a
-r
TRUSS MEMBER
(�
2x8 w/ (2) 10d NAILS @
R
POCKET SGD EACH VERTICAL
ATTACHMENT BY
BUILDER
w
z.a
504 HEADER @ POCKET SLIDER
b
r
i. -
0 ,C�
U) °L
�®
COZ
® z
�W�
O
f
n
�7 STRUCTURAL ENG: BED / BAD
DRAF"TING: - -
ING �
-S"rRUC'r: JRH
SAO QC CHECK: CC
JOB No. TM - 2152161
UEPAF��1� � _
SCALE: AS INDICATED
'1 DATE: 05/06/2016
I � � PQ
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 C 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
SEE ARCHITECTURAL
PLAN FOR OVERHANG
INFO
WINDOW AS
SCHEDULED
EXTERIOR FINISH PER
PLAN
MID -SPAN BLOCKING
U.N.O.
INSULATION PER PLAN
SEE DETAILS WS10,
WS11 OR WS13 FOR
ADDITIONAL
INFORMATION THIS
SHEET
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
BEARING
SEE PLAN
LINTEL AS PER PLAN
LINTEL AS PER PLAN -----�
WD. HD. HT.
SEE PLAN
PRECAST CONC. OR -
POWERS STEEL SILL
TYP. rg) ALL WINDOWS
-_XT FINISH PER PLAN
VERT REINF. BEYOND
MASONRY WALL PER
PLAN
FIN. FLR.
GRADE
DBL. TOP PLATE
HDR. PER PLAN
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
DIRECTIONi
NOTE: ALL FLOOR
TRUSSES TO BE P.T. I
NO MOISTURE
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
PRE-ENGINEERED
ROOF TRUSS -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
NAILING SCHEDULE
UNDER COLUMN
U.N.O. '— FLOOR TRUSS PER
ABOVE PLAN
PROVIDE SOLID
BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR
OR LVL GIRDER COL. EVEN WITHIN MORE INFO
FLOOR TRUSS MASONRY WALL SEE
NOTE: ALL FLOOR PLAN FOR MORE INFO
TRUSSES TO BE P.T. IF
NO MOISTURE fiso TYPICAL GIRDER COL. CONNECTION
BARRIER FELT P
( APER
F
OR SIM) IS PROVIDED
3/4"=1'-0"
LOWER: (1) 2x SILL
REFER TO PLAN FOR
PRE-ENGINEERED
BUILT-UP COLUMN
ROOF TRUSSES AT 24"
TRUSS STRAP -SEE
O.C.
FRAMING PLAN FOR
LESS THAN 4FT:(1) 2x
CONNECTIONS
SEE FLOOR FRAMING -
SIMPSON MSTAM36 —
TYPICAL TRUSS TO
STRAP W/ (10) 10d TO
FRAME CONNECTION.
STUDS & (8) 1/4" X
SEE STANDARD
2-1/4" TITEN SCREWS
CONNECTOR NOTES
TO LINTEL COURSE.
(2) SIMPSON LSTA18 —
USE SIMPSON
STRAPS CENTERED @
MSTCM60 STRAP W/
REFER TO PLAN FOR
(20) 16d SINKERS & (14
BUILT-UP COLUMN
1/4" X 2-1/4" TAPCONS
INFO.
FOR TRUSSES 20" TO
FLOOR TRUSS TO
26" DEEP
PRE -ENG. FLOOR
(IF TITENS ARE NOT IN
SYSTEM - IF NO FLOOR
LINTEL COURSE OR
SYSTEM INSTALL
INTO FILLED CELL USE
KNEEWALL & PROVIDE
1/4" X 1 3/4" TITENS)
SOLID BI OCKING
�
PRE-ENGINEERED
ROOF TRUSS -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
NAILING SCHEDULE
UNDER COLUMN
U.N.O. '— FLOOR TRUSS PER
ABOVE PLAN
PROVIDE SOLID
BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR
OR LVL GIRDER COL. EVEN WITHIN MORE INFO
FLOOR TRUSS MASONRY WALL SEE
NOTE: ALL FLOOR PLAN FOR MORE INFO
TRUSSES TO BE P.T. IF
NO MOISTURE fiso TYPICAL GIRDER COL. CONNECTION
BARRIER FELT P
( APER
W r'
�
OR SIM) IS PROVIDED
3/4"=1'-0"
LOWER: (1) 2x SILL
REFER TO PLAN FOR
2x 2ND FLOOR STUDS -
BUILT-UP COLUMN
SEE PLAN FOR MORE
INFO.
HEADER OPENINGS
BEARING WALL PER
LESS THAN 4FT:(1) 2x
PLAN BEYOND
SEE FLOOR FRAMING -
COLUMNS
PLAN FOR FLOOR
MID -HEIGHT BLOCKING
SYSTEM INFO.
PER BEARING WALL
2x SILL PLATE w/ A35
SCHEDULE
CLIPS EACH SIDE w/ 2x
1/2" DIA. THREADED
(2) SIMPSON LSTA18 —
ROD WITHIN 6" FROM
STRAPS CENTERED @
COL; SEE BRG WALU
FLOOR w/ (14) 10d
2 -STORY WALL
NAILS
SECTION FOR MORE
(2) SIMPSON META16 —
INFO.
FLOOR TRUSS TO
REFER TO
MASONRY WALL
FOUNDATION PLAN
z 10
3/4"=1'-0"
TRUSS STRAP - SEE
FRAMING PLAN FOR
CONNECTIONS
(1) SIMPSON LSTA30
STRAP W/ (11) 10d TO
STUDS ABOVE PLATE
U.N.O.
PRE-ENGINEERED
ROOF TRUSS- 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 ONLY R�FO'D WHEN INDICATED
AS SUCH ON THE STRUCTURAL PLANS OR WHEN TR -RF STRUCTURAL
SHEATHING IS NOT CONT, FROM TOP OF WALL TO Bb, TTOM OF FLOOR
SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ¢ZOW (ONLY JAMB STUDS
BETWEEN WINDOWS) CENTER WINDOWS MUST HAV LSTA30 STRAPS TOP
AND BOTTOM AND EACH SIDE OF OPENING TO TRAKIFER LATERAL LOADS
NAILING SCHEDULE SIMPSON LSTA30
STRAP (MAX 10°
ANGLE) W/ (22) 10d
NAILS. BEND STRAP
OVER TOP PLATE MIN.
3", THEN RUN DOWN
FACE OF JAMB STUDS/
HEADER
EXTERIOR SHEATHING
FROM TOP OF WALL
FLOOR TRUSS SEE TO BOT. RIBBON, NAIL
FRAMING PLAN FOR PER PLAN
CONNECTION INFO.. (2) 2x SILL AT WINDOW
FLOOR GIRDER OR w/ 2x CRIPPLE STUDS
BEAM; SEE PLAN AT EA. END NAILED TO
TYPICAL GIRDER COL. @ HIGH BEAM
(2) SIMPSON LSTA18
STRAPS CENTERED CG
FLOOR W/ (14) 10d
NAILS
ATTACH 2x STUDS W/
(2) 16d NAILS @ 6" O.0
(2) SIMPSON LSTA1
STRAPS CENTEREI
FLOOR W/ (14) 10d
NAILS
(3) 2x STUDS
STUD PACK w/ 10d
NAILS @ 8" O.C. THEN
STUDS @ 16" O.C.
ATTACH SILL w/ (2) 10d
3/4"=1'-0" TOE NAILS AT EA. END
OF SILL (MAX OPEN'G
WIDTH 4'-0"). USE A35
CLIP AT EA. END FOR
OPENINGS GREATER
THAN 4' BUT LESS
THAN 6'
SIMPS. MSTAM36 w/ -
(7) 10d NAILS & (4) 1/4"
x 2 1/4" TITENS; IF
FLOOR TRUSSES ARE
20"- 26" DEEP, USE
SIMPS. MSTCM60
STRAP w/(20) 16d
SINKERS & (14) 1/4" X 2
1/4" TITENS INSTEAD.
(IF TITENS ARE NOT IN
LINTEL COURSE OR
INTO FILLED CELL USE
1/4" X 1 3/4" TITENS)
SOLID SHEATHING @
HEADER
SIMPSON SP4 w/ (6) 10d
x1-1/2" @ 24" U.C. (USE
SP6 @ 2x6 STUDS &
SP8 @ 2x8 STUDS)
(2) 2x SPF TOP PLATE
U.N.O. ON PLAN
HEADER-SEE2ND
FLOOR PLAN FOR MIN.
HEADER SIZE & REQ'D
JAMB STUDS
IF HEADER IS UPSET
AND WINDOW IS
LOWER: (1) 2x SILL
PLATE w/ (2) 10d
TOENAILS. EXT.
HEADER OPENINGS
LESS THAN 4FT:(1) 2x
SILL PLATE w/ (2) 10d
TOENAILS. OPENING
LARGER THAN 4FT: (2)
2x SILL PLATE w/ A35
CLIPS EACH SIDE w/ 2x
CRIPPLES @ 16" O.C.
w/ (2) 10d TOENAILS
T&B (PLYWOOD
SHEATHING REQ'D
T&B)
SEPARATE SHEATHING
UNDER WINDOW
2x TOP & BOT.
RIBBONS, CONT.
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
SOLID SHEATHING @
HEADER
F SIMPSON SP4 w/ (6) 10d
<<S x1-1/2" @ 24" O.C. (USE
SIMPSON LSTA30 tiFFT SP6 @ 2x6 STUDS &
STRAP (MAX 10° SP8 @ 2x8 STUDS)
ANGLE) W/ (22) 10d
NAILS. BEND STRAP (2) 2x SPF TOP PLATE
OVER TOP PLATE MIN. U.N.O. ON PLAN
3", THEN RUN DOWN
FACE OF JAMB STUDS/ HEADER _SEE 2ND
HEADER FLOOR PLAN FOR MIN.
HEADER SIZE & REQ'D
JAMB STUDS
EXTERIOR SHEATHING
FROM TOP OF WALL
TO BOT. RIBBON, NAIL
PER PLAN
(2) 2x SILL AT WINDOW
w/ 2x CRIPPLE STUDS
AT EA. END NAILED TO
STUD PACK w/ 10d
NAILS @ 8" O.C. THEN
STUDS @ 16" O.C.
ATTACH SILL w/ (2) 10d
TOE NAILS AT EA. END
OF SILL (MAX OPEN'G
WIDTH 4'-0"). USE A35
CLIP AT EA. END FOR
OPENINGS GREATER
THAN 4' BUT LESS
THAN 6'
SIMPSON LSTA30 w/ —
(11) 10d TO STUDS
ABOVE PLATE U.N.O.
IF HEADER IS UPSET
W r'
�
AND WINDOW IS
3/4"=1'-0"
LOWER: (1) 2x SILL
:3/4"='1'-0"
PLATE w/ (2) 10d
00
TOENAILS. EXT.
HEADER OPENINGS
U
LESS THAN 4FT:(1) 2x
IJ CL�
SILL PLATE w/ (2) 10d
TOENAILS. OPENING
NOTE: ALL FLOOR .01
LARGER THAN 4FT: (2)
2x SILL PLATE w/ A35
W r-
CLIPS EACH SIDE w/ 2x
TRUSSES TO BE P.T. IF
CRIPPLES @ 16" O.C.
Co
� cv
W/ (2) 10d TOENAILS
;.
T&B (PLYWOOD
NO MOISTURE
SHEATHING REQ'D
O
T&B)
k
G�f'
!`yA
FOR FTG. (3) 2x STUD PACK NOTE: ALL FLOOR 70OR
rak EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF
-11 E ll (-1 INFORMATIONFLUSH W/ FACE OF SCHEDULENU MOISTURE SEE FRAMING PLAN
MASONRY ATTACHED _BARRIER (FELT PAPER FOR PER NAILING2T 16d NAILSTACH 2x TU 6S O.C. CONNEOCTOIONO @ 4 2x STUDS OR SIM) IS PROVIDED 04
SCHEDULE; PROVIDE ( )1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PESEE FFZAMING PLAN p.,
SHEATHING AND STANDARD CORNER A -A FOR FLOOR
FRAMING PLAN, 2nd FLR STUDS CONNECTION
_ MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL ISIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATEDPROVIDE BLOCKING FLOOR GRIDER OR
MASONRY WALL PER BELOW JAMBS BEAM
FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60'16dREQ'D ON EITHER SIDE OF WALLSTOPPING AT 1000 SQ PLAN „SD6 IS INDICATED, BASE STRAPS
- SINKERS AND (14) /4 X2 /4 TITENS TO MASONRY MASONRY WALL SEE
- FT MAX: DRAFT ON BOTH SIDES OF THE WALL
PLAN FOR MORE INFO
STOPPING MATERIALS
_ MIN THICKNESS SHA L I SO TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ ?r7d FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM
BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0"
15/32" OR 7/16" OSB. U
ATTACH TO FLOOR
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 SHEATHING PER
DETAIL WF10/SD4 DETAIL WF10/SD4 NAILING SCHEDULE DETAIL WF10/SD4 SHEATHING PER
BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE
2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND DETAIL WF10/SD4,
2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE CONTINUOUS FROM
@ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR
TOP OF TOP PLATE TO
AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE
TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR �, BOTTOM PLATE.
AND SEE ARCH PLAN GIRDER TRUSS PER
TO VERIFY SIZE TO VERIFY SIZE A35 EA. END
TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN
2x4412 SYP ANGLE 2x BLOCKING FOR
AGAINS"f TRUSS 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ BEARING WALL PER
VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. SHEATHING/ DRYWALL 2 12
V 3 12d NAILS EACH ATTACHMENT w/ (2) 12d O d @ 12" O.C. PLAN
O TOENAILS EA. END DOUBLE BOTTOM a
PRE -ENG FLOORSYP 2x SYP #2 RIBBON (MIN
END TRUSS OR FIELD 2x4) TO TRUSSRIBBw/ (4)IN 2x4) TO TRUSS w/ (4) PLATE
FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM (2) H5 EA. FLOOR
WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE
- SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT
CONC. SLAB - TRUSSES 24" O.C. EACH END SEE INCMU
SEE FOUNDATION @ CMU SEE TRUSS LAYOUT — I FLOOR DECKING TO
(MAX) CONNECTOR (2) ROWS 8d NAILS @ ACCOMMODATE
PLAN FOR MORE INFO - SCHEDULE FOR - FOR HANGER STRAP
_ 1/2 GYP. CLG BD OR _ 1/2' GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL
a CONNECTION
(2) 5/8 TYPE X WHEN �. (2) 5/8 TYPE X WHEN 3 O.C. WALL - - SHEATHING TO EA. ` v
II .> IN GARAGE (1) ROW 8d NAILS @ 3" IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON
.• � ! - , '�,y 2x RIBBON OR
l , MASONRY WALL PER O.C. WALL SHEATHING MASONRY WALL PER - BOTTOM RIBBON SIMPSON META16 AT _ _ CANTILEVER
PLAN TO BOTTOM PLATE pL,gN ;+. I.• _ MASONRY OR MTS12 BLOCKING w/ (4) 16d
1/8" GAP BETWEEN AT WOOD OR (:3) 16d TOENAILS �
SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU NOTE: ALL FLOOR
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 SEE CONNECTION WALL PER PLAN
( 2x4 PT SILL PLT. IF BARRIER (FELT PAPER BARRIER (FELT PAPER
OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN
TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION
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
3/4"=1'-0"
W r'
�
3/4"=1'-0"
3/4"=1'-0"
3/4"=1'-0"
:3/4"='1'-0"
Z UjUj
00
DL co
U
IJ CL�
C)
NOTE: ALL FLOOR .01
z
W r-
0111 LO
iJ LO
TRUSSES TO BE P.T. IF
-.Co
Z
Co
� cv
i Z J
ZD z
= J
��
NO MOISTURE
HANDRAIL BY OTHERS
O
k
G�f'
!`yA
0
BARRIER (FELT PAPER
O
z 10
OR SIM) IS PROVIDED
VJ
�
co
W J
D 0L E
z LL
z
O�VJ T :N
7Ui OUco
®
U W z
JWE'R �` o
D O O W ' M
n
1
0 nt � p
U
I� O �
0
� d
W
�. 0
�W(A<
I
SEE ARCH DWGS FOR
w
I
TOPPING INFO
II
U)
Od
®
LLIn
1
3/4" PLYWOOD FLOOR
z Q
�'
W
LL
SLOPE
DECKING ATTACHED
PFR NAILING'
W° W 0
2x12 #2 SYP CONT. ,—�- -
LEDGER W/ (3) SCHEDULE
1/4"x4-1/2" SDS _
SCREWS (EQUALLY - SLOPED BALCONY
SPACED VERTICALLY) SEE PLAN FLOOR TRUSS (12"
@ 24" O.C. AND @ EA. _ TALL) (60/15/5 MIN.
END VERTICAL (MIN. 2" = _ - i _ LOADING) W/ 1-US26 OR
FROM T&B) �, LUS46 TO LEDGER
P4
CONTRACTOR TO = ; _,_ — SFE WS11/SD5 FOR
PROVIDE ADEQUATE = SIM. END CONDITION
,. — WATERPROOFING. NO
CONCRTE SLAB �- LINTEL PER PLAN �J��GfNU
SEE WS10/SD5 FOR �,- PERMITTED
ADDITIONAL INFO Jja.1Av'��i'G��
h(J}
rBF01� TYPICAL BALCONY FRAMING NOT USED
3/4"=1'-0"
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.
C.O
W r'
�
d
z
0
C0
Z UjUj
00
DL co
U
IJ CL�
C)
J
z
W r-
0111 LO
iJ LO
n W
�4os.g�vw.�Y�
-.Co
Z
Co
� cv
i Z J
ZD z
= J
��
°�
R
O
k
G�f'
!`yA
0
z
O
z 10
VJ
�
co
W J
D 0L E
z LL
O�VJ T :N
7Ui OUco
®
U W z
JWE'R �` o
D O O W ' M
�
zzl-� WW 0
F Z
0 nt � p
U
I� O �
0
� d
W
�. 0
�W(A<
J
7
II
U)
Od
®
z Q
�'
W
LL
W° W 0
e
0 1—
Z n°
0 Z
W0
W
F b
0ry
Lt
STRUCTURAL ENG: BED / BAD
DRAFTING:
-STRUCT: JRH
QC CHECK: CC
JOB No. TM - 2'152161
SCALE: AS INDICATED
DATE: 05/06/20'16 -
2x BRIG WALL W/
SIMPSON SP2 @ TOP &
SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/
OR MTS12 MAY BE (2) 12d NAILS @ 12"
USED @ BASE O.C. USE SIMPSON
EXTERIOR SHEATHING MTS12 OR LSTA18 TO
ATTACH PER NAILING BLOCKING BELOW.
E
SCHEDULE 2x BLOCKING W/ 12d NOT REQ'D IF STUD IS
TOENAILS EACH END 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
(2) 2x4 #2 SYP
BLOCKING w/ SIMPSON
BLOCKING w/ SIMPSON
HUC24-2 EACH END,
HUC24-2 EACH END,
USE (4) 10d & (2) 10d
USE (4) 10d & (2) 10d
NAILS. UNDER
NAILS. UNDER sEe Pte"
WINDOW JAMBS ONLY
WINDOW JAMBS USE
EA. STUD TO WALT
(2) 2x6 w/ HUC26-2.
LOW ROOF TRUSS SEE
LOW ROOF TRUSS SEE FLOOR TRUSS PER
TRUSS PLAN FOR
TRUSS PLAN FOR PLAN
CONNECTIONS (IF
CONNECTIONS
TRUSS IS CONT. BRIG
MASONRY (SHOWN) ON MASONRY USE
OR WOOD WALL PER META16 @ 24" O.C. OR
PLAN ON WOOD USE HGA
CLIPS @ 24" O.C.)
SECTION @ RAISED HEEL TRUSS 0191SECTION @ COMBO TRUSS
(2) 2x SYP #2 COLUN
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
112"=11-0.1
""'_"" OTHERS
LEDGER AT GIRDER
NOT USED
PLAN
ISIMPSON H2.5 EA.
TRUSS
Z PLAN
2x BRIG WALL W/
FROM TOP OF WALL
SIMPSON SP2 @ TOP &
2x8's MIN. SPF #2 c
SP1 @ BASE. LSTA18
O.C. MAX (U.N.O.)
OR MTS12 MAY BE
NAILING SCHEDULE
USED @ BASE.(WHEN
MSTAM24 EA. SIDE
WALL IS CONT. BRIG ON
EA. STUD TO WALT
TRUSS STRAP STUDS
ELOW W/ (9) 10d
w/ L3TA18 @ 16" O.C.
NAILS 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
1 I
FRAME WALL
FLOOR TRUSS PER
EACH DIAGONAL
PLAN
V-4
OL SEE PLAN
SEE ARCHS FOR
URRING AND
INTERIOR FINISH
MASONRY (SHOWN) MASONRY WALL P
OR WOOD WALL PER PLAN
PLAN
1/2"=1'-0"
0 WALL SPLICE DETAILS
EXTERIOR SHEATH(
FROM TOP OF WALI
TO BOTTOM OF SILI
PLATE ATTACH PER
NAILING SCHEDULE
ROOF SHEATHING
ATTACH PER NAILI(
SCHEDULE
PRE-ENGINEERED
TRUSS PER PLAN
t6 #2 SYP CONT.
=DGER W/ (2) %4"x3-1/2"
DS WOOD SCREWS @ —
i" O.C. MAX. & 3"
,QOM EA. END - USE
—/ (3) SCREWS FOR 24" ( SIMPSON LUS26. Ulc
RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY
(TRUSS. VERIFY W/ _ I TRUSS
TRUSS SHOP
(DRAWINGS— — — — 2x8 SYP #2 LEDGER
MIN. (4) 16d NAILS T
EACH STUD (AT EACH
SIDE OF OPT. TRUSS RECESS LEDGER 16d NAAILS).T. USE (4>
LEDGER @ OPEN TO BELOW
1-1/2"=1'-0" I � 3/4"=1'-0"
EXTERIOR SHEATHING
i
_ - 2x6 #2 SYP CONT.
- _ LEDGER W/ (2) %4"x3-1/2" I SIMPSON LUS26. USE
RECESS LEDGER INTO - SDS WOOD SCREWS @ LUS26-2 FOR 2PLY
(TRUSS. VERIFY W/ '16" O.C. MAX. & 3" TRUSS
TRUSS SHOP _ - FROM EA. END - USE (3)
(DRAWINGS— — - SCREWS FOR 24" O.C.
2x8 SYP #2 LEDGER W/
MIN. (4) 16d NAILS TO
EA. TRUSS, 24" O.C.
AT EA. SIDE OF
OPT. TRUSS RECESS LEDGER G.T. '`U(SE ()16d NIS)
LEDGER @ LOW ROOF
3/4"=1'-0"
1
EXT. SHEATHING 2x4 NAILER W/ (2)
EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING 10d NAILS @ 16" O.C.
ARCHS O.C. -SEE FRAMING SCHEDULE
PLAN FOR MORE INFO. 2x4 STUDS @ 16" O.C.
2x4 BLOCKING —
SHEATHING PER
FROM TOP OF WALL
TO BOTTOM OF SILL
PLATE ATTACH PER
— —
NAILING SCHEDULE
(2) 12d TOE NAILS
ROOF SHEATHING
ATTACH PER NAILING
ISIMPSON H2.5 EA. —\
TRUSS
I SCHEDULE
0
EACH END
TRUSS ERP AN
i
_ - 2x6 #2 SYP CONT.
- _ LEDGER W/ (2) %4"x3-1/2" I SIMPSON LUS26. USE
RECESS LEDGER INTO - SDS WOOD SCREWS @ LUS26-2 FOR 2PLY
(TRUSS. VERIFY W/ '16" O.C. MAX. & 3" TRUSS
TRUSS SHOP _ - FROM EA. END - USE (3)
(DRAWINGS— — - SCREWS FOR 24" O.C.
2x8 SYP #2 LEDGER W/
MIN. (4) 16d NAILS TO
EA. TRUSS, 24" O.C.
AT EA. SIDE OF
OPT. TRUSS RECESS LEDGER G.T. '`U(SE ()16d NIS)
LEDGER @ LOW ROOF
3/4"=1'-0"
1
EXT. SHEATHING 2x4 NAILER W/ (2)
EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING 10d NAILS @ 16" O.C.
ARCHS O.C. -SEE FRAMING SCHEDULE
PLAN FOR MORE INFO. 2x4 STUDS @ 16" O.C.
2x4 BLOCKING —
SHEATHING PER
BETWEEN STUDS W/
1/2" GYP. BOARD
DETAIL WF10/SD4
(2) 12d TOE NAILS
0
EACH END
1
SIMPSON H1 OA @
C�EE FLOOR PLAN
1 I
SEE LD02/SD4 FOR
EACH DIAGONAL
2x8 #2 SYP P.T. SILL
V-4
MORE INFO.
BRACE
PLATE w/ 1/2" EPDXY
1 1
ANCHOR BOLT OR
�
I
J -BOLT W/ MIN. 7"
1
\
1 1
EMBED. @ 32" O.C. & Y
2x8 #2 SYP P.T. SILL
ALL THREAD ROD
FROM EA.END
PATE W/ 1/2" EPDXY
ZO
1 1
@ 48" O.C.; SEE
ANCHOR BOLT OR
1
FOUNDATION DET
SHEATHING TO
J -BOLT W/ MIN. 7"
FOR CONNECTION
OVERLAP BOTTOM
EMBEDMENT @ 32"
a
BASE
PLATE 1 1/4" (MIN.)
O.C. & 3" FROM EACHHU
2x STUDS SEE PLAN
2x4 BOTTOM PLAT
1 ROW 8d NAILS 3"
END
1
z
O @ — IF SHEATHING IS NOT CONNECT TO DOUBLE
O.C. WALL SHEATHING CONTINUOUS TO BASE TOP PLATE W/ 16d '
TO BOTTOM PLATE a b PLATE, SP8 TOP AND NAILS @ 6" O.C.
1x PT NAILER AS REQ'D BOTTOM ARE REQ'D
CONT. #5 IN TIE BEAM ' °
4•: (1) ROW 8d NAILS @ 3" (2) 2x4 TOP PLATE
EXT. FINISH PER O.C. WALL SHEATHING
TO BOTTOM PLATE
ARCHS 2x BEARING WALL
C.M.U. WALL PER PLAN WITH ROOF LOAD
n i r i�q'
2x8 #2 SPF MIN STUDS
@ 16" O.C. PER PLAN
JUL 19 2016
SHEATHING CONT. TO — 2x4 BLOCKS, (2) 16d
2nd STORY WALL NAILS @ EACH END.
BOTTOM PLATE BLOCK ADJACENT
ATTACH PER NAILING BAYS @ EACH
SCHEDULE DIAGONAL AS SHOWN.
1 SECTION @ OPEN TO ABOVE F1 BRACING @ ? STORY FRANIE VVA L L
12
PER PLAN
2x4 CONT. W/ (2) 12d
NAILS TO EACH STUD I
2x8 #2 SYP SILL PLATE
W/ %Z' 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
WINDOW SEE PANFOR LOCATION
2x BLOCKING w/ (2) 12d
TOENAILS EACH SIDE
IF WALL SHEATHING IS
STOPPED BELOW
ROOF LINE
2x BASE PATE 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
PLAN FOR MORE INFO
SEE PLAN FOR
TRUSS DIRECTION
& MORE INFO
FLOOR TRUSS; SEE FLOOR GIRDER SEE
FRAMING PLAN FOR PLAN FOR
DIRECTION AND CONNECTION
CONNECTION DETAIL
MASONRY WALL PER
PLAN
0. H.
PER ELEV.
II=:j 1-011
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
e -rt �
o
z
Q
��flll1111110�
Q2) 2x HEADER
r
1 SECTION @ OPEN TO ABOVE F1 BRACING @ ? STORY FRANIE VVA L L
12
PER PLAN
2x4 CONT. W/ (2) 12d
NAILS TO EACH STUD I
2x8 #2 SYP SILL PLATE
W/ %Z' 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
WINDOW SEE PANFOR LOCATION
2x BLOCKING w/ (2) 12d
TOENAILS EACH SIDE
IF WALL SHEATHING IS
STOPPED BELOW
ROOF LINE
2x BASE PATE 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
PLAN FOR MORE INFO
SEE PLAN FOR
TRUSS DIRECTION
& MORE INFO
FLOOR TRUSS; SEE FLOOR GIRDER SEE
FRAMING PLAN FOR PLAN FOR
DIRECTION AND CONNECTION
CONNECTION DETAIL
MASONRY WALL PER
PLAN
0. H.
PER ELEV.
II=:j 1-011
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
BLOCKS W/ 8d NAILS @
6" O.C.
(5) 16d NAILS BRACE
TO BLOCKING
PROVIDE 2x4 BRACE
TO EACH ADJACENT
DIAGONAL , FASTEN
TO DIAGONAL W/ (2)
16d NAILS
TRUSSES PER PLAN
O.S.B. TO OVERLAP
BOTTOM PATE 1 1/4" WALL BRACING @ 48"
(MIN.) O.C. MAX. 45° FROM
2x LEDGER TO UPPER HORIZONTAL (+/- 10°)
FLOOR WALL W/ BRACE NOT REQUIRED
1/4" X 3-1/2" SIMPSON 6' FROM EAVES.
It
W r'
Q �
z
O
z W
O rr
CL U)
fY l--
0 U
LLJ
❑ ❑
z
Q
W r–
rY
0,1111111111', u. LID�vb
1k In 00
i'
Pa
(2) 2x SPF TOP -= .-P tl�l 4r r_19 a; CO
i PLATES U.N.O. 46
e -rt �
o
z
Q
��flll1111110�
Q2) 2x HEADER
0
1
0
C�EE FLOOR PLAN
1 I
1
V-4
1
POR MORE INFO
1 1
1
�
I
1
\
1 1
1
1
ZO
1 1
1
1
SEE TRUSS LAYOUT
FOR TRUSS LOCATION
& CONNECTION INFO
TYPICAL CONNECTION @ GIRDER OR BEAM
3/4"=1'-0"
FASTEN ROOF
SHEATHING TO
BLOCKS W/ 8d NAILS @
6" O.C.
(5) 16d NAILS BRACE
TO BLOCKING
PROVIDE 2x4 BRACE
TO EACH ADJACENT
DIAGONAL , FASTEN
TO DIAGONAL W/ (2)
16d NAILS
TRUSSES PER PLAN
O.S.B. TO OVERLAP
BOTTOM PATE 1 1/4" WALL BRACING @ 48"
(MIN.) O.C. MAX. 45° FROM
2x LEDGER TO UPPER HORIZONTAL (+/- 10°)
FLOOR WALL W/ BRACE NOT REQUIRED
1/4" X 3-1/2" SIMPSON 6' FROM EAVES.
It
W r'
Q �
z
O
z W
O rr
CL U)
fY l--
0 U
LLJ
❑ ❑
z
Q
W r–
rY
0,1111111111', u. LID�vb
1k In 00
i'
Pa
(2) 2x SPF TOP -= .-P tl�l 4r r_19 a; CO
i PLATES U.N.O. 46
e -rt �
o
z
Q
��flll1111110�
Q2) 2x HEADER
0
1
0
C�EE FLOOR PLAN
1 I
1
V-4
1
POR MORE INFO
1 1
1
�+r
1
1 1
1
1
ZO
1 1
1
1
a a
a
ca
2x STUDS SEE PLAN
1
z
1 1
1
o _jw
STUDS ABOVE ARE
O� W.
rn
1 ,
W
1
T-
Z U I- ❑ � oo
�
1 1
TO ALIGN W/ STUDS
O
1
o
1
8)
PA
1 1
zz'-F- ww
❑ ~
BELOW
1
Q � Q I� Z O
LL r 0 -r
1
O
1 1
1
- ~ -I P
1
a 1
1
a
B
1 1
1
1
1 1
1
1
1 1
1
1
1
2x SPF BASE
1
1 1
PLATE
1
1
1 1 PRE-ENGINEERED 1
F
D FLOOR SYSTEM
1 I 1
KNEEWALL OR BEAM
1 1 II 1
(2) 2x SPF TOP
1
PLATES U.N.O.
1 1
1
1
1 1
1
1
1 1
1
(2) 2x HEADER
1
1 1
SEE FLOOR PLAN
a
1
1 1
FOR MORE INFO
1
2x ST'UDS SEE PLAN
1 1
STUDS ABOVE ARE TO
ALIGiN W/ STUDS BELOW
1
B
1
1 1
1
1
1 1
a
2x P.:T. BASE PLATE
1 1
a
SEE -BEARING SCHED.
1
FOR A.B. INFO
1 1
1
1--
1
_a
e -rt �
o
z
Q
��flll1111110�
0
0
V-4
- O
�+r
`t
ZO
ca
z
c�
(nU�-o�
o _jw
O� W.
rn
1 ,
W
T-
Z U I- ❑ � oo
�
�uz`Q
O
o
QOO(IJL)b
8)
PA
zz'-F- ww
❑ ~
o
Q � Q I� Z O
LL r 0 -r
_
O
; U Q
- ~ -I P
1 SEE FOUND. PLAN FOR FTG. REQ. 1 1 I LLJ �- Z 0 N
QA 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP I—
SCHEDULE ON FLOOR PL A>NS FOR a PLATE TO HEADER WITH LSTA12 BENT OVERMORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d LU
NAILS INTO HEADER LLI
IF PORTIONS OF THIS WALL TZ
SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 13T ARE EXTERIOR, PROVIDE EXT.
KINGS # OF STUDS TO MATCH Q FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER
BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO
BOTTOM OF FLOOR SYSTEM
OE IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY
UNDER 2ND STORY COLUMNS, PROVIDE r
SOLID BLCOKING WITHIN FLOOR SYSTEM
2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. O
U
0
z 0
CD Q
J
CD U) L
OC W p
Z W
® z
0 co
W0
omy
o
Am
STRUCTURAL ENG: BED / BAD
__ y ___
DRAFTING:
-s I"RUCT: JRH
ING QC CHECK: CC
`,,rte JOB No. TM - 2152161
__.- -- - ---
<< SCALE: AS INDICATED
'Al�
)up DATE: 05/06/2016
SD6
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.