HomeMy WebLinkAbout233 Big Spring Ter New construction SFHMAO 3 1 2010
CITY OF SANFORD
- BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: to
Documented Construction Value:
Job Address: rc&l q R N W - - I-listoric District: Yes ❑ No
Parcel ID: 27-19-30 �-0000-101 0 Residential W Commercial ❑
Type of Work: New.❑X Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: NEW :�-fg--- - THORNEBROOKLOT NUMBER • 10-7
Plan Review Contact Person: Daphne Clark ',title:
Phone: 447-257-6940 Fax: Email: daphne(cPermitsPermitsPermits cam
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 ARIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940
-i Street: 151 SOUTHHALL LANE # 200
City, State Zip: MAITLAND FL 32751
Fax:
State License No.. CBC1257462
Architect/Engineer Information
Name: G+!EI ayn lF,Wze Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: NIA
Address:
Mortgage Lender: NIA
Address:
N
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPEKI'Y. A NOTICE OIC' COMMENCEMEN'r iiNIUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE 'i'HE 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 is indicated. I 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 perinit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FISC 105.3 Shall be ins c 'bed with h date of application and the ci a in effect as of that date: 5°i Edition (201=4) Florida Building Code
��- /7
c
Revised: June 30, 2015 Permit Application
-S OA V40" A/
THORNBROOK 40's
COMMUNITY SPECIFIC
STANDARD SP€CIFICATIONS
MONO FOOTING, ALUMINUM OVER 2x6 SUB FASCIA,
SHINGLE ROOF ELEC6ilC HEAT 50 GAL. UJ.H, 200 AMP
SERVICE/PANNI
BOX, P AVER DRIVE AND LEAD WALK,
PAVER ENTRY, AND ACRYLIC AT LANAI.
LOT 10 7 THORNEBROOKE 40 s
if 11
DARLINGTON: 2585 ELEV. A
GARAGE RIGHT
TAYLOR MORRISON
REDRAW NOTES PLAN REVISIONS
03-16-16 CREATED LOT SPECIFIC PLAN FOR LOT 101 IN
THORNF)ROOKE 465, ELEVATION "A" GARAGE
RIGHT W/ PLAN OPTIONS INCLUDING: GARAGE
SERVICE DOOR, 9 FT. POCKET SLIDING 61-455
DOOR AT FAMILY ROOM, 0' INTERIOR DOORS,
VENT WOOD TO OUTSIDE, ROUGH -IN LAUNDRY
TUB, UNDER CABINET LIGHTING IN KITCHEN, TV
OUTLETS, CEILING FAN PRE -WIRES AND
RECE55ED CANS IN LOFT.
05-174 COMPLETED PLAN REVISIONS TO INCLUDE:
QREMOVED METAL STAND AND BOLLARD AT
ELECTRIC WATER HEATER.
DRAWING INDEX
COV -GENERAL NOTES, INDEX, SPECIFICATIONS
1 -SLAB INTERFACE PLAN
2A1 -MAIN FLOOR PLAN NOTES
2A2 -MAIN FLOOR PLAN DIMENSIONS
2B1 -UPPER FLOOR PLAN NOTES
2B2 -UPPER FLOOR PLAN DIMENSIONS
2C -INTERIOR ELEVATIONS, STAIR SECTION, DETAILS
3A1 -FRONT ELEVATION
3A2 -SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION
3A3 -FLASHING DETAILS
3A4 -FLASHING DETAILS
4A -MAIN FLOOR ELECTRICAL PLAN
4B -UPPER FLOOR ELECTRICAL PLAN
tC7
GENERAL CONSTRUCTION NOTES:
CHAPTERS AND SECTIONS REFER To F,13T-R. - 5TH EDITION (2014)
NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS
ARE TO BE CONSIDERED "NOMINAL DIMENSIONS"
OCCUPANCY AND C0gTRUCTION TYPE:
THI5 UNIT HAS AN R3 OCCUPANICY AND WILDING TYPE V -B CLASSIFICATION.
C'FIL INC# CONSTRUCTION:
I. THE GARAGE SHALL BE SERARATED FROM THE RESIDENGE AND IT5 ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYP5UM BOARD APPLIED TO THE GARAGE 51DE. GARAGES
BENEATH HABITABLE ROOMS `HALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (153 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE
THE SEPARATION 15 A FLOOR -(CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD
OR EQUIVALENT IN ACCORDA�iICE WITH F.B.c.R - 5TH EDITION (2014) 802.3.5.
EXTERIOR FINISHES:
INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.1 AND A5TM C 1063, ALL LATH AND LATH
ATTACHMENTS SHALL BE OF C.CRR0510N-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH
HEAD, OR 1/8 INCH LONG 16 r,AUGE STAPL E5 SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE
PER F,B.C.R - 5TH EDITION (2014) R103.6.2 AND ASTM CC 926, PER F.B.C., 5TH EDITION (2014) 8103�0.1 WEEP SCREEDS SHALL BE A MINIMUM N0.26 GALVANIZED SHEET GAUGE
CORRO51ON-RE615TANT WEEP 5CREEp OR PLA5TIG 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 WAL L ,5 IN ACCORDANCE WITH A5TM G 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED
AREAS. THE WEATHER RE515TANI T BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE of THE WEEP
SCREED. PER F.B.C.R. 5TH EDITIION (2(014) R103h.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE
BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C., 5TH EDITION (2014) R103.6.5 OR IN ACCORDANCE WITH A5TM C 926,
STUCCO CONTROL JOINTS:
STUCCO CONTROL JOINT5 To BiE INSTALLED PER A5TM C 1063-0611.11.4.1 THRU 1,11,4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF. AND DELINEATE AREAS NOT
MORE THAT 100 5F. FOR HORIAONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS 5HALL NOT EXCEED 15 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 I/2
To 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR
PARTITION HEIGHT DOOR FRAME5 5HALL BE CONSIDERED A5 CONTROL JOINTS.
EGRESS:
1. EACH BEDROOM MUST HAYS (ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM
OPENING HE OF 44" ABOY!E FINISH FLOOR LINE OF THAT PARTICULAR ROOM.
FLASHING:
1. FLASHING SHALL BE': INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTER5ECTION5, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND
ROOF OPENINGS.
2. APPROVED CORRO51UN-REV515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR
PENETRATION OF WATER TO TRE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLA51-11% SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
CORROSION RESISTANT FLASNIING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103,5.
WINDOW INSTALLATION::
1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS, WRITTEN INSTALLATION INSTRUCTIONS SHALL BE
PROVIDED BY THE MANUFACT!IIRER FOR EACH WINDOW.
DWELLING / GARAGE O,IPENING&
THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50L ID WOOD DOORS NOT LESS THAN 13/6" IN THICKNESS, SOLID CORE (&C.) OR HONEYCOMB
CORE STEEL DOORS NOT LE5� THAN 13/8" THICK OR 20 MINUTE FIRE RATED DOOR5 EQUIPPED WITH A 5F1 FCI-051NG DEVICE.
JOB NUMBER 26002.040'
CAD FILE NAME LOT 107 TH
ISSUED 03-16-16
REVISED 05-17-16
°
e
2 0
•p�
DAVIS SEWS
DESIGN GILUVP
m
----. s> EST. 1994
X
ro
U �o
o lQ
® J n O
Jc�1�0
GN'
LLr
® O `V
_09cO
�� rorn
ro�N
J O
0 O 55
#� z N b O
JOB NUMBER 26002.040'
CAD FILE NAME LOT 107 TH
ISSUED 03-16-16
REVISED 05-17-16
°
JAM
FLOOD .ZONE REQUIRENILENT5: ^^
PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLUOR ELEVATION,
ASPI-IAL T MINGLES (IFAPPLIGA E) :-
I. WIND RESISTANCE OF ASPHALT SHINGLES.. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND R905.2.6,I.
2. ASPHALT 5HIN61-E5 SHALL CINLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN
12 UNITE HORIZONTAL (2:12) ANIS LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11,
ASTM D 4369, TYPE II OR TYPE IV OR A51M D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. FOR ROOF 6LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL
(4:12) AND GREATER, ONE L AYI_ER OF UNDERLAYMENT COMPLYING WITH A5TM D 726, TYPE 11, A5TM D 4369, TYPE IV OR A5TM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION
R905.2.1. '
CLAY AND CONCRETE DILE (IF APPLICA131-0:
THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR
RECOMMENDATIONS OF FR6A/TiR1 FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAz 15 DETERMINED IN ACCORDANCE WITH
SECTION 8301.2.1.3 OR THE RECJMMENDATION5 OF RAS IIS, IN OR 120. REQUIRED UNDERLAYMENT PER F.BC.R 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE
11; ASTM D 2626, TYPE 11; OR A5TM D 1910 OR ASTM D 6350, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH
WIND CONCRETE AND CL AY RGOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vaso 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS
OF RAS 113,119 OR 120.
CHIMNEY WEIGHT REQUI!REMENT5 (IF APPLICADLE) :
1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE
2'-0" HIGHER THAN THE ROOF (R RIDGE THAT 1510'-0" AWAY OR CLOSER
TUB AND SHOWER AREAS:
I. GEMENT, FIBER CEMENT, OR CLASS MAT GYPSUM BOARD (No GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 61233, CI325, OR GII13 AND INSTALLED IN ACCORDANCE WITH
MANUFACTURER RECOMMENDA,flON5 SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANEL 5 IN SHOWER AREa5.
TERMITE PROTECTION:
1. PENETRATION. PROTECTIVE SILEEVE5 AROUND PIPING PENETRATING CONCRETE 5L AB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF BUIL
TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL NAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A
NON-CORR051VE CLAMPING DIE -VICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE.
2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT
LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 6PLA51-1 BLOCKS, GUTTERS WITH Q01N5POIJT5 ARE
REQUIRED ON ALL BUILDIN65 0TH EAVE5 OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
MECHANICAL AND HVAC:
1. ENERGY CALCULATIONS FOR. !HEATING AND COOLING CAPACITIE5 SHALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF
APPLICATION FOR PERMIT.
2. MECHANICAL APPLIANCES SI !;ALL BE ACCE551BLE FOR IN5PECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES,
OR ANY OTHER PIPING OR DUCTS NOT CONNECTED To THE APPLIANCE BEING IN5PECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES
(162 mm) DEEP AND 30 INCHEa!(162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.
3. DUCTS IN THE GARAGE AND !DUCTS PENETRATING THE WALL5 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE 5HALL BE CUN5TRUCTEp OF A MIN. 1126 GAUGE (0.45
mm) SHEET STEEL OR OTHER AIFRPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. FOUNDATIONS AND 5UPPORT'5 FOR OUTDOOR MECHANICAL SYSTEMS 5HALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND 5HALL AL 50 CONFORM TO
THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
5. AUXILIARY DRAIN PAN. CAJTEGORY IV GONDEN5ING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL74
OCCUR AS A RESULT OF STOPFAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF
SECTIONS M1411.3.
EXHAUST FANS AND VIE TING:
1. OUTDOOR DISCHARGE. THE 4IR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM 5HALL BE DISCHARGED TO THE OUTDOORS. AIR 5HALL NOT BE EXHAUSTED INT AN ATTIC,
SOFFIT, RIDGE VENT OR CRAWL SPACE.
2. EXHAUST AIR FROM BATH RC)OM5 AND TOILET ROOM5 SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TU ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY
TO THE OUTDOORS. EXHAUST AIIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15cHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING,
3. DUCT LENGTH. THE MAXIMUM !LENGTH OF A CLOTHES DRYER EXHAUST DUCT 5HALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE
MAXIMUM LENGTH OF THE DUCT 5HALL BE REDUCED 2.5 FEET (162 mm) FUR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE lib RAD) BEND, THE
MAXIMUM LENGTH CF THE EXHAIUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER B005TER FAN 15 IN5TALLED AND LISTED AND
LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN5ITIoN DUCT, SHALL BE PERMITTED TU BE IN ACCORDANCE WITH THE B005TER
FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND NOT READILY ACCE55151-E FROM THE ROOM IN WHICH THE DRYER
15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "11-1I5 DRYER
EXHAUST SYSTEM 15 EQUIPPED IIllITH A REMOTELY LOCATED B005TER FAN."
4. PROVIDE LOUVER DEVICES ,AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG,
ATTENTION GENERAL CONTRACTOR / WILDER:
ISSUANCE OF PLANS FROM THI'a DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON51BILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO
APPLICABLE BUILDING CODEd PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMEN51ON5, OR ADHERENCE TO APPLICABLE BUIL DING
CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'5 OFFICE FOP, CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY
REVISIONS OR CHANGES, 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 MODIFICATIONS A;F'-;: MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE.
REV. 10-14-205
J��p1NG ``h
C31 _T
tO
%+
[:2585 ,
IN
° TI TLE •
COVER SHEET
GENERAL NOTES
• °
SHEET
cov
O •
2 0
DAVIS SEWS
DESIGN GILUVP
150 NSTREET EAST
STRFAST
OL WAR, FLORIDA 34677
81.3.92.5.1300 TF1
81-3.925.1800 FAX
W W W.DAVISBEWS.COM
TAMPA • LDENV
----. s> EST. 1994
JAM
FLOOD .ZONE REQUIRENILENT5: ^^
PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLUOR ELEVATION,
ASPI-IAL T MINGLES (IFAPPLIGA E) :-
I. WIND RESISTANCE OF ASPHALT SHINGLES.. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND R905.2.6,I.
2. ASPHALT 5HIN61-E5 SHALL CINLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN
12 UNITE HORIZONTAL (2:12) ANIS LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11,
ASTM D 4369, TYPE II OR TYPE IV OR A51M D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. FOR ROOF 6LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL
(4:12) AND GREATER, ONE L AYI_ER OF UNDERLAYMENT COMPLYING WITH A5TM D 726, TYPE 11, A5TM D 4369, TYPE IV OR A5TM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION
R905.2.1. '
CLAY AND CONCRETE DILE (IF APPLICA131-0:
THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR
RECOMMENDATIONS OF FR6A/TiR1 FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAz 15 DETERMINED IN ACCORDANCE WITH
SECTION 8301.2.1.3 OR THE RECJMMENDATION5 OF RAS IIS, IN OR 120. REQUIRED UNDERLAYMENT PER F.BC.R 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE
11; ASTM D 2626, TYPE 11; OR A5TM D 1910 OR ASTM D 6350, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH
WIND CONCRETE AND CL AY RGOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vaso 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS
OF RAS 113,119 OR 120.
CHIMNEY WEIGHT REQUI!REMENT5 (IF APPLICADLE) :
1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE
2'-0" HIGHER THAN THE ROOF (R RIDGE THAT 1510'-0" AWAY OR CLOSER
TUB AND SHOWER AREAS:
I. GEMENT, FIBER CEMENT, OR CLASS MAT GYPSUM BOARD (No GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 61233, CI325, OR GII13 AND INSTALLED IN ACCORDANCE WITH
MANUFACTURER RECOMMENDA,flON5 SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANEL 5 IN SHOWER AREa5.
TERMITE PROTECTION:
1. PENETRATION. PROTECTIVE SILEEVE5 AROUND PIPING PENETRATING CONCRETE 5L AB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF BUIL
TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL NAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A
NON-CORR051VE CLAMPING DIE -VICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE.
2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT
LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 6PLA51-1 BLOCKS, GUTTERS WITH Q01N5POIJT5 ARE
REQUIRED ON ALL BUILDIN65 0TH EAVE5 OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
MECHANICAL AND HVAC:
1. ENERGY CALCULATIONS FOR. !HEATING AND COOLING CAPACITIE5 SHALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF
APPLICATION FOR PERMIT.
2. MECHANICAL APPLIANCES SI !;ALL BE ACCE551BLE FOR IN5PECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES,
OR ANY OTHER PIPING OR DUCTS NOT CONNECTED To THE APPLIANCE BEING IN5PECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES
(162 mm) DEEP AND 30 INCHEa!(162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.
3. DUCTS IN THE GARAGE AND !DUCTS PENETRATING THE WALL5 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE 5HALL BE CUN5TRUCTEp OF A MIN. 1126 GAUGE (0.45
mm) SHEET STEEL OR OTHER AIFRPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. FOUNDATIONS AND 5UPPORT'5 FOR OUTDOOR MECHANICAL SYSTEMS 5HALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND 5HALL AL 50 CONFORM TO
THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
5. AUXILIARY DRAIN PAN. CAJTEGORY IV GONDEN5ING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL74
OCCUR AS A RESULT OF STOPFAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF
SECTIONS M1411.3.
EXHAUST FANS AND VIE TING:
1. OUTDOOR DISCHARGE. THE 4IR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM 5HALL BE DISCHARGED TO THE OUTDOORS. AIR 5HALL NOT BE EXHAUSTED INT AN ATTIC,
SOFFIT, RIDGE VENT OR CRAWL SPACE.
2. EXHAUST AIR FROM BATH RC)OM5 AND TOILET ROOM5 SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TU ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY
TO THE OUTDOORS. EXHAUST AIIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15cHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING,
3. DUCT LENGTH. THE MAXIMUM !LENGTH OF A CLOTHES DRYER EXHAUST DUCT 5HALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE
MAXIMUM LENGTH OF THE DUCT 5HALL BE REDUCED 2.5 FEET (162 mm) FUR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE lib RAD) BEND, THE
MAXIMUM LENGTH CF THE EXHAIUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER B005TER FAN 15 IN5TALLED AND LISTED AND
LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN5ITIoN DUCT, SHALL BE PERMITTED TU BE IN ACCORDANCE WITH THE B005TER
FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND NOT READILY ACCE55151-E FROM THE ROOM IN WHICH THE DRYER
15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "11-1I5 DRYER
EXHAUST SYSTEM 15 EQUIPPED IIllITH A REMOTELY LOCATED B005TER FAN."
4. PROVIDE LOUVER DEVICES ,AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG,
ATTENTION GENERAL CONTRACTOR / WILDER:
ISSUANCE OF PLANS FROM THI'a DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON51BILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO
APPLICABLE BUILDING CODEd PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMEN51ON5, OR ADHERENCE TO APPLICABLE BUIL DING
CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'5 OFFICE FOP, CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY
REVISIONS OR CHANGES, 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 MODIFICATIONS A;F'-;: MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE.
REV. 10-14-205
J��p1NG ``h
C31 _T
tO
%+
[:2585 ,
IN
° TI TLE •
COVER SHEET
GENERAL NOTES
• °
SHEET
cov
O •
49'-6"
15'-oll
0
1 4'-0"x31411
CONC. PAD
Ll
H,5. t
31 -:JIT
on,
ELEVATION/
52'-411
PITCH
Val' / FT.
o�
=r
Lu
tii
11-411
TAYLOR MORRI30N U5E3
D01RA-CARE TO TREAT THE
INT!ZRIOR FRAMED WALLS TO
PREVENT SUBTERRANEAN
TE MITE5
Gf'. `VERIFY THAT DECO DRAIN
13 IN5TALLED AT PLANTER5
DETIJEEN WALKWAY AND GARAGE
k
PAVER DRIVE / LEAD WALK
�e
SLAB INTERFACE P
SC"
ALE: 1/4" : I'-0
GAr\MGE RIGHT
X
DAVIS BFWS
DESIGN GROVP
150 STATE IM14LE_Ff EAST
OLDSMAR, FLORIDA 34677
813 925.1300 TEL
813 925 .1800 FAX
W W W.DAVISBEWS.COM
TAMPA e DENVER.
<: ESI'. 1994 F :a -----
U q)o
®
J, O
Jcoje�
_
_
w
> v N
Lm
Q L •
o
50 GAL.--
U p h
0-� �p
i �rn
roZN
s 0(0
T
00
Z NG't
r
3/4" RECESS
FOR 5ERV. DR.
G.C. VERIFY
ACRYLIC
I
ON LANAI
9'-a"
31' h°
�,
,l -- J 9'-P'
31 9"
20' 0° I al
IIS 7�
I
r
ar
—
G
i� i
Lj
\ /
I—/ \ IIS
OF REF.
�'
I
-
v'��c'
31.611
I
AA
�,
• o
b..AD
I C:1.
3A3
d PITCH
��
-
v
---G.J.---=---------------
----7----------------------
FT.
ry
PROVIDE WATER
��
����
PITCH
REFERENCE
LINE FOR TGE MAKER/
_
TO DRAIN
w ti
�;
w
_(,'�j ELEVATION
�� %
�� l��
,,,
�i -
I -
NOTE:
T (00,-o"
UI
Lu �a
Lu .�
I PROVIDE GA* DROP5
/
I (IF REUUIREr,d9 FOR ALL
NOTE:
1 r,
GAS APPLIAIw1GE5.
cv
AlL SLAB ANLL E5
�..
I (VERIFY LOCATION OF
ARE AT 45' (UN.O.)LT
ALL GA5 APf LIANCE5 ON
ROUGH IN
FLOOR PLAINT `:PRIOR TO
ANY CONVIRI ICTION) 0"
I I
3/4" GONDEN3AT3E
BE
DRAIN BY PLUMR
_ \�
I I AIR HANDLER
/-
�°
�l LINES FROM
1 COO
f-_
UPPER 'FLOOR
II
"-
3/4" RECESS
I
--JI
FOR ENTRY DR.-
w
-------
4
P.V.G.
2I -T
I"
\
<<
2a •a11
101-uII
21-all2 •0"
3'_0"x3_0` AIG
PAD (SEE MECH.
CONTRACTOR
LOGJ
2m' -II"
2' I"
I' 8" 31-1011
I
I I F- - -1
I I I rx I
I p I
\ 3'$11
51-411
13" 3"
?
r
w
��
TILE
v I
SNOIUER I `n
191-011
FOR
�-
«' SEAT
-
RECE55
I
AIR HANDLER
ISI I- - A
- -I
4"
P.V.C.
3/4 CONDENO'ATION
DRAIN DY PL UM5ER
ABV.
2 -0
\ 5 6
w a
n,
I
I
LINES FROM
UPPER FLOOR
�-
� I I
= _
f
� LAV.
- •
�
I ra
-
z.
I � `� CPED.
I IJ LAV
L — — — _J L
— — — _J
- - -
s" C.M.U. WALL ADV.
- -
a° GM.U. IUALL
-
ASV.
on,
ELEVATION/
52'-411
PITCH
Val' / FT.
o�
=r
Lu
tii
11-411
TAYLOR MORRI30N U5E3
D01RA-CARE TO TREAT THE
INT!ZRIOR FRAMED WALLS TO
PREVENT SUBTERRANEAN
TE MITE5
Gf'. `VERIFY THAT DECO DRAIN
13 IN5TALLED AT PLANTER5
DETIJEEN WALKWAY AND GARAGE
k
PAVER DRIVE / LEAD WALK
�e
SLAB INTERFACE P
SC"
ALE: 1/4" : I'-0
GAr\MGE RIGHT
® JOB NUMBER 26002,040 •
CAD FILE NAME LOT 107 TEl
ISSUED 03-16-16
REVISED 05-17-16
X
DAVIS BFWS
DESIGN GROVP
150 STATE IM14LE_Ff EAST
OLDSMAR, FLORIDA 34677
813 925.1300 TEL
813 925 .1800 FAX
W W W.DAVISBEWS.COM
TAMPA e DENVER.
<: ESI'. 1994 F :a -----
U q)o
®
J, O
Jcoje�
0s
> v N
Lm
Q L •
o
®
U p h
0-� �p
i �rn
roZN
s 0(0
T
00
Z NG't
® JOB NUMBER 26002,040 •
CAD FILE NAME LOT 107 TEl
ISSUED 03-16-16
REVISED 05-17-16
TI TLE
SLAB INTERFACE PLAN
e e
SHEET '
e e
DAVIS BFWS
DESIGN GROVP
150 STATE IM14LE_Ff EAST
OLDSMAR, FLORIDA 34677
813 925.1300 TEL
813 925 .1800 FAX
W W W.DAVISBEWS.COM
TAMPA e DENVER.
<: ESI'. 1994 F :a -----
TI TLE
SLAB INTERFACE PLAN
e e
SHEET '
e e
i
�
`�', T.011. T.O.M.
AJ.F.F. AFF. I \
I
TOM,
BOTT. OF LINTS-
Y AT V-0" AFF,
LANAI
9'-8"x14'-4"
9'-4" PLT. HT.
® I G.C. VERIFY ACRYLIC
ON LANAI
TOM.T.O.M.
9'-4"
V-41'
AFF.
I- — — — -1 r- — — — -I
L ---J
1----J
3'•0"x3-0" A/G
3'-0"x3-0" AIC
PAD (6EE MECH.
PAD (5EE MECH.
CONTRACTOR
CONTRACTOR
FOR LOG.)
FOR LOC.)
T.OM.
9'-4"
FAMILY ROOM
19'-6"x14'-0"
2 -STORY VOLUME
FLU5H FRAME
TO FURRING9'-4" SLOPING
MASTER SUITE
16'-0"x14'-4"
9'-4" FLAT CLG.
� I CLG. GLG. F I
FLAT HDR
AT 4'-4"
4 6EE 5EGTION
CLG.
2-6x3-0
BFp %/
GPT, TILE M. BATH
2i17� 9'-4" FLAT CLG.
I.6xa-0 24" 6 /
5 5H. J �u S
VENT HOOD AN T.OM.
2 - 26 5H. MICRO TO EXTERIOR 9 4°
NR AT V-0" W GAL.
U.N.
GLG.
1�1
fo DEN
ra
10'-4"x10'-6"
` 9'-4" FLAT CLG
TILE
5NOWER TEMP. GL. ENCL.
Q ON 42" H. LOUD WALL HAN5EN
�
a" H. TILE 2 - 26 5H. 30X
cAr ND. AT V-0"
T.O.M. TEMP. GL. ENCL.--/ AIR HANDLER
91.411 ON 42" H. LOUD WALL LINE5 FROM
UPPER FLOOR
— O.N_G. — _ 0 Q
RANGE
I � U/ HOOD I
n
I
— `a
ARGNFROM
KITCHEN I i IN5ULATE
WALL5
9'-4" FLAT CLG.
14 -I .�.
i_
v
TOTAL LIQ/INr
BARREL ARCH
FROM a'-4"
TO V -a"
G- ARA E
455 6,IF.
FOYER
3A3
5 5H.
9'-4"
I
/
r
`,I
Q)
x
/
ARCH FROM \�
�I I
ARCHFROM
I
��,
;
6-0° TO 64'
A)
PWDR.
r— I— —I UTI L.
5
LINE OF E CON D
I 2G
I
DINING
r/�
FLOOR ABY.— ---__
`---1N5ULATE
10'-6"x14'-0"
, LAYD
N _ �
I
9'-4" FLAT CLG.
AsovE
2 STORY
19'-4"
Q
L
cLG.
c1�LG"
I
CPT.
—e
OPENING
I 42 N
5TAIR DATA:
"
TO UNDER
I LOUD WALL
[(OPT.
W N
�J?Y(o
15 RISERS AT
STAIRS
RAILING)
1.3311 EACH
10.00" TREADS
2
T5ORJ1
9'-4" AIR HANDLER -
YO
UME
GLG.- LINES FROM
UPPER FLOOR
(2)2-6X3-0
1
—11
GLG.
1�1
fo DEN
ra
10'-4"x10'-6"
` 9'-4" FLAT CLG
TILE
5NOWER TEMP. GL. ENCL.
Q ON 42" H. LOUD WALL HAN5EN
�
a" H. TILE 2 - 26 5H. 30X
cAr ND. AT V-0"
T.O.M. TEMP. GL. ENCL.--/ AIR HANDLER
91.411 ON 42" H. LOUD WALL LINE5 FROM
UPPER FLOOR
— O.N_G. — _ 0 Q
RANGE
I � U/ HOOD I
n
I
— `a
ARGNFROM
KITCHEN I i IN5ULATE
WALL5
9'-4" FLAT CLG.
24 5H.
HD, AT V-0"
DIRECT VENT DRYER
THRiJ EXT. UAL L
13 TEMP. 5H.
ND, AT V-0"
LINE OF SECOND
FLOOR AI3V.
LT.
ROUGH IN
LINE OF 5EGOND
FLOOR ABY.
IN51ALATE PAVERS
UAIL5
oo
�' iu
10
�
\ ENTRY
9'-4" PLT. HT. i C
FLU5NFRAME
TO FFUFR•IIN6 I X
,i I
FL AT HEADER J T.OM.
AT V-0" AFF.
AFF.
REFER TO SN��T 2A2
FOR MAIN FLOOR
T.OM, PLAN DIMEN510%
AF.f'.
N.D. t
14 -I .�.
i_
v
TOTAL LIQ/INr
BARREL ARCH
FROM a'-4"
TO V -a"
G- ARA E
455 6,IF.
FOYER
3A3
5 5H.
9'-4"
I
/
r
`,I
GARAGE
x
/
ARCH FROM \�
�I I
20' -0"x20' -O"
n=
��,
v
LI
Yrl I
9'-4" PLT. HT
PWDR.
r— I— —I UTI L.
J
CLG,
. I V-4"
CLG.
r/�
1
0)
`---1N5ULATE
L- -- -J
, LAYD
N _ �
AsovE
24 5H.
HD, AT V-0"
DIRECT VENT DRYER
THRiJ EXT. UAL L
13 TEMP. 5H.
ND, AT V-0"
LINE OF SECOND
FLOOR AI3V.
LT.
ROUGH IN
LINE OF 5EGOND
FLOOR ABY.
IN51ALATE PAVERS
UAIL5
oo
�' iu
10
�
\ ENTRY
9'-4" PLT. HT. i C
FLU5NFRAME
TO FFUFR•IIN6 I X
,i I
FL AT HEADER J T.OM.
AT V-0" AFF.
AFF.
REFER TO SN��T 2A2
FOR MAIN FLOOR
T.OM, PLAN DIMEN510%
AF.f'.
N.D. t
14 -I .�.
i_
v
TOTAL LIQ/INr
BARREL ARCH
FROM a'-4"
TO V -a"
G- ARA E
455 6,IF.
FOYER
3A3
5 5H.
9'-4"
TOTAL 50, F-- T,
324 Ste.
FLAT CLC
x
> I 2.4x3-0 CLG.
ARCH FROM \�
DFD
3'-0" TO V -a"
n=
v
LI
Q)
PWDR.
r— I— —I UTI L.
J
CLG,
. I V-4"
CLG.
r/�
1
0)
, LAYD
24 5H.
HD, AT V-0"
DIRECT VENT DRYER
THRiJ EXT. UAL L
13 TEMP. 5H.
ND, AT V-0"
LINE OF SECOND
FLOOR AI3V.
LT.
ROUGH IN
LINE OF 5EGOND
FLOOR ABY.
IN51ALATE PAVERS
UAIL5
oo
�' iu
10
�
\ ENTRY
9'-4" PLT. HT. i C
FLU5NFRAME
TO FFUFR•IIN6 I X
,i I
FL AT HEADER J T.OM.
AT V-0" AFF.
AFF.
REFER TO SN��T 2A2
FOR MAIN FLOOR
T.OM, PLAN DIMEN510%
AF.f'.
N.D. t
PAVER DRIVE / LEAD WALK
T.O.M.
V-4"
AFF.
14 -I .�.
i_
I-----------
TOTAL LIQ/INr
9' 4"
4
AFF.
G- ARA E
455 6,IF.
AA
3A3
ENTRY
�I
TOTAL 50, F-- T,
324 Ste.
`o I
x
e
LI
n=
v
LI
Q)
A
J
R
r/�
1
0)
�I
N _ �
x
wI
Q
L
In" [L
PAVER DRIVE / LEAD WALK
T.O.M.
V-4"
AFF.
' JOB NUMBER 26002.040
CAD FILE NAME LOT 107 TB
ISSUED 03-16-16
REVISED 05-17-16
i
z
DAVIS SEWS
DESIGN GRAOVP
150 STA FE STREET FAST
OLDSWR, FLORIDA 34677
813 925 .1300 TEL
813.925.1800 FAX
W W W.L)AV15BEWS.COM
0 e>ti
•
Lu a
•ate �
<
- O
�. z
0 <
•o
' •oa®wooeak
Pik 'A
r44S
I
1
i
i
HATCHING LEGEND 1 9 9
CSAN�:0FZ0
INSULATE WALL
MAIN FLOOR
14 -I .�.
UFFER FLOOR
1115 517".
TOTAL LIQ/INr
202 5.F.
G- ARA E
455 6,IF.
LANAI
131� ate.
ENTRY
I I.r'.
TOTAL 50, F-- T,
324 Ste.
x
e
L
Ur0
o lo
A
J
r/�
1
0)
Y/0
■�11
N _ �
L
In" [L
®V
�°o
83c8
E
"
W N
�J?Y(o
h
O (0S
Zc`Av6tt
' JOB NUMBER 26002.040
CAD FILE NAME LOT 107 TB
ISSUED 03-16-16
REVISED 05-17-16
i
z
DAVIS SEWS
DESIGN GRAOVP
150 STA FE STREET FAST
OLDSWR, FLORIDA 34677
813 925 .1300 TEL
813.925.1800 FAX
W W W.L)AV15BEWS.COM
0 e>ti
•
Lu a
•ate �
<
- O
�. z
0 <
•o
' •oa®wooeak
Pik 'A
r44S
I
1
i
i
HATCHING LEGEND 1 9 9
CSAN�:0FZ0
INSULATE WALL
MAIN FLOOR
14 -I .�.
UFFER FLOOR
1115 517".
TOTAL LIQ/INr
202 5.F.
G- ARA E
455 6,IF.
LANAI
131� ate.
ENTRY
I I.r'.
TOTAL 50, F-- T,
324 Ste.
MAIN FLOOR PLAN NOTES
®� SCALE: 1/4" : I'•0"
�AGE RIGHT
2585
gf-� I
• TI TLE '
MAIN FLOOR PLAN NOTES
s I �
a
Z
i --
O
00
�cj�
O
F-
W
N
d' -z-
52'-4" JYJ
2 STORY FOOTING 9'-0" 13'-8"
0
T
0
ao
FOUNDATION PLAN
FOUNDATION NOTES:
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/ 6x6xW1.4xWI.4 WELDED WIRE MESH
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.
3• VERT. 95 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM
ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ 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
THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR
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
AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS.
9. NO WOOD STAKES PERMITTED IN FOUNDATION.
10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED
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 MF09 AND MF10 ON SDI FOR STANDARD
FOOTING STEP DOWN AND CORNER INFORMATION.
12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IG(TION SOURCE
SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PhQVIDE SUCH
PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION
13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER ,t,
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 TO 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
SYMBOLS LEGEND
M 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.
Z INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
1/411= 1 1-011
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
Q0
W `0
QLo
CD
Z
Q
1- CD
ry
j U) cj
d
i ❑
I �
I �
w
p
� J
rY
U
O
{
0 r.N
a
�I
z Ii
o F',
'�'� gpu GSA`
z
(,
cip W/ #`J'S LUUALLY-A-AI:IIJ FA.
1 QC CHECK: CC
O1•Z"X'I"Z"X1Z"
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (2) # 5 E.W.
Z
BARS & 3" MIN. COVER TO EDGE OF CONC.
I
F-z���
dp w/ #5's EQUALLY SPACED EA.
1�
O24"x24"x12"
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (4) # 5 E.W.
Q
BARS & 3" MIN. COVER TO EDGE OF CONC.
28"x28"x12" dp w/ #5's EQUALLY SPACED EA.
W
Q
2.3
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN
MIN (5) # 5 E.W.
ryn
BARS & 3" MIN. COVER TO EDGE OF CONC.
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 GONG.
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 CONC.
42"x42"x12" 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.
MIN. COVER TO EDGEOF CONC.
rBARS3"
16" dp w/#5's EQUALLY SPACED EA.
N. 2" HORIZ. CLEARANCE BETWEEN
MIN (10) # 5 E.W.
3" MIN. COVER TO EDGE OF CONC.
SYMBOLS LEGEND
M 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.
Z INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
1/411= 1 1-011
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
Q0
W `0
QLo
CD
Z
Q
1- CD
ry
j U) cj
d
i ❑
I �
I �
w
p
� J
rY
U
O
{
0 r.N
a
�I
z Ii
o F',
'�'� gpu GSA`
z
(,
Z
`
1 QC CHECK: CC
U
1 DATE: 03-21-16
O^ r
Z
WW NFa
I
F-z���
O
1�
Z
;-0
0 (6'V
J
Q
Z inLdc
W
Q
z
O
0000
0
�-❑0
H
J
CV
0
Q
E
LI
IF—
ryn
®Woa
Z
`
1 QC CHECK: CC
U
1 DATE: 03-21-16
O^ r
LU
WW NFa
06
F-z���
�z rn
Z
;-0
0 (6'V
J
V) o
Z inLdc
U
z0—
(X 0 X 1
3
FN F -
J
Z
®Woa
STRUCTURAL ENG: CFG / BAD
DRAFTING:
-STRUCT: AML
`
1 QC CHECK: CC
JOB No. TM - 2151906
I SCALE: AS INDICATED
1
1 DATE: 03-21-16
S2
GENERAL NOTES
FOUNDA HUNS
METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD
WIND SPEED (ULTIMATE) 139 mph
WIND SPEED (ALLOWABLE) 108 mph
WIND EXPOSURE B
SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF
IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS,MAX.
INTERNAL PRESSURE COEFFICIENT +/-0.18
U
DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM
, ANCHORS, AND NAILS ARE THE APPROPRIATE
METAND/AOR
zz
C C
SHEET
SHEET TITLE
BEARING CAPACITY 2000
HAVE THE E COATING OR USE WI DIFFERENT TYPES
u C:k-0
(+) VALUE DENOTES PRESSURE
AREA (SQ FT)
TERMITE TREATMENT
OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES.
- VALUE DENOTES SUCTION
AREA
O
O
1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A
(+) 21.2
S 1
�J lJ !
I S` R l I C I 1 RAL NOTES
OTES
(-) 22.9
MINIMUM G50 ZINC COATING
20
(+) 20.2
20.2
THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE
PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT
2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE
NON TREATMENTS:
(-) 26.4
82
FOUNDATION PLAN
AN
(BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS
-DOT) CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING.
(-) 20.8
(-) 23.9
100
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE
19.8
-) 22.0
CONSUMER SERVICES.
PRESERVATIVE WOOD TREATER.
16-0" x 7'-0"
S3
DOWEL PLACEMENT PLAN
7.7
4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES
(-)20,9
(-) 19.7
WIND PRESSURE/
CAST IN PLACE CONCRETE
OF PRESSURE TREATED WOOD.
5 5
S4
FIRST FLOOR FRAMING PLAN
1, ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND
PREFABRICATED WOOD TRUSSES
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
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
TRUSSES
ULTIMATE WIND PRESSURES.
54.1
NOTES &CONNECTOR LEGEND
2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT,
1. ALL PREFABRICATED WOOD SHALL BE SECURELY FASTENED TO THEIR
WITH THE LOWER EFFECTIVE AREAS.
6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS
140 MPH OR GREATER IS CONSIDERED TO BE IN THE
AND A MAXIMUM WATER/CEMENT RATIO OF 0.58.
SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT
RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS
OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO
TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS
2. LLL REINFORCING STEEL SHALL E NEW DOMESTIC DEFORMED BILLET STEEL
CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS
W
S4.2
ROOF FRAMING PLAN
CONFORMING TO ASTM A-615 GRADE 40.
ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR
z
LU0
-, -:�®
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4
LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED
S5
LINTEL PLAN
WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN
TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE
�
CK
THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF.
RS NATE WTH THE TRUSS ENGINEER FO R
PLEASE WALLSOAONDDSTRUC
D
S D 1
FOUNDATION DETAILS
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE
THE LOCATION OF TE UIRAL PLANS FOR MORE INFO
2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN
U)
n
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND
TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE
SD2
GENERAL DETAILS
"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
DRAFTING:
SD3
GENERAL DETAILS
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.
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS.
THE LATEST EDITION OF ANSI TPI 1.
S D4
GENERAL DETAILS
7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE
4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS
MANUFACTURER UNLESS NOTED ON PLANS
QC CHECK:
CC
CENTER TO UPPER 1/3 OF THE SLAB.
BOLTS AND THREADED RODS
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF
SD5
TWO STORY DETAILS
No.
TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY
TM - 2151906
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.)
TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS,
0
SD6
TWO STORY DETAILS
2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS
TRUSS DESIGN LOADS:
DATE:
_ -
_ _. ----
-- .
03-21-16
FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF
TOP CHORD: Lr= 16 PSF
ST1
STAIR DETAILS
HOT -DIPPED ZINC COATED GALVANIZED. STEEL, STAINLESS STEEL, SILICON BRONZE
DL = 7 PSF (SHINGLE TYPE ROOF COVER)
OR COPPER. FASTENERS SHALL 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)
I.
UPDATES
OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN
BOTTOM CHORD: DL = 5 PSF
ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM.
MINIMUM FLOOR DESIGN LIVE LOADS:
MASONRY WALL CONSTRUCTION
A)FLOORS =40 PSF
B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT)
NUMBER
DATE
DESCRIPTION
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
CREATED ELEV. A, B, C AND ELEV A WITH BONUS,
PSI (fm = 1900 PSI)
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270
E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O.
MINIMUM FLOOR DESIGN DEAD LOADS:
1
5/9/2014
WITH MASTER 2 AND WITH BONUS &MASTER 2
3. HEAD MORTAR JOINTS AT PRECAST WINDOWSILLS TO BE NO MORE THAN 111.
A)FLOORS = 15 PSF
4. COARSE GROUT SHALL CONFORM TO ASTM 0476 WITH A MAXIMUM AGGREGATE
B) BALCONIES = 15 PSF
2
7/8/2014
CREATED ELEV. C W/ TRUSSWAY TRUSSES
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
-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS
CREATED ELEV. C W/ BONUS - TRUSSWAY
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
3
12/18/2014
PLACED IN CENTER OF MASONRY CELL `JV/MIN 1/2" CLEARANCE TO INSIDE FACE.
RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING
TRUSSES
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 8'-0" U.N.O. VERITCALLY. TIES TO THE
TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS
4
1/29/2015
CREATED ELEV. B STD - TRUSSWAY TRUSSES
FOOTING & LINTEL STEEL IS ADEQUATE (a_) TOP & BOTTOM OF WALL; REBAR
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
POSITIONERS IN MIDDLE OF WALL
BLOCKING w/ (3) 12d TOENAILS EACH END.
REMOVED OPTIONAL MASTER SUITE 2 AND
7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O.
8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND
-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
5
1/30/2015
OPTIONAL BONUS ROOM W/ MASTER SUITE 2 FROM
COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND
EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP
MASTER PER BILL YOUNGMAN'S REQUEST
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED
GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3
ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED.
FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.
UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES
10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2"
-PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING
6
4/14/2015
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
PER TB -56
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
AS INDICATED ON TRUSS SHOP DRAWINGS& SCSI -B3.
7
1I$/2016
ADDED A/C CHASE TO CLOSET AT BEDROOM 3
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
13 DO NOT APPLY UNIFORM LOADS TO MASONRY WAS LS FOR (3) DAYS AND NO
("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS
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/in' U.N.O. E = 2,000,000 Ik)/inz U.N.O. E = 1,500,000 Ib/int U.N.O.
Fb = 2500 Fb = 3000 Fb = 2200
Ft = 1500 Ft = 1700 Ft = 1,500
Fc 11= 3000 Fc II= 3000 Fc 11= 2100
Fc I = 900 Fc 1 =900 Fc 1 =460
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. USE 1/2" CEILING OR SAG 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/
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" O 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
2X12'3 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 <1/2", 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.*fALL 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 F1554 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 - E7.0XX UNO (LOW HYDROGEN), FILLET WELDS SHALL BE
3/6" 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
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
U
WIND PRESSURE & SUCTION
EFFECTIVE
zz
(PSF)
WIND
i
NOTE:
PLATE LENGTHS MUST BE AT
LEAST 8'-0" LONG. TYP.
PIPE OR DUCT W/ 2 ROWS 10d @ 3" O.C.
PENETRATION OF
MORE THAN 50% OF
TOP PLATE WIDTH
INSTALL SIMPSON 2x4 STUDS PER 7
PSPN516Z W/ (12) 16d FRAMING PLAN
NAILS TYP. TOP & BOT.
DOUBLE 10d @ 3" O.C.
TOP SPLICE
2x4 BEYOND AGAINST
2x8 STUDS
ATTACH 2x STUDS TO
TOP PLATE W/ (4) 16d
NAILS ((2) ON EA. SIDE)
TYP. AT ALL EXTERIOR
DOUBLE 2x4 TOP NOTES:
PLATE 1) ADJACENT 1 IAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN
NAIL TOP PLATE TO 2) ALL NAILS C ENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION
3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 61/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY)
PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN T/- 1/4"
OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & 10d NAILS 1" EDGE 1 1/2" EDGE
TOP PLATE ATTACH W/ ATTACH PER NAILING
(2) 10d NAILS O.C. PATTERN ON THIS
(SOLID BLOCK W/ 2x6) DETAIL 10d x 3" COMMON
❑X 2 1/2" ❑
Z ❑ iJ
W 1 1/2" -
N �
10d x 3" COMM(
OVERLAP TOP PLATE 10d x 3 COMMON OPP.
AT CORNER SIDE z
(9
2 1/2" EDGE
ATTACH 2x SNAIL BOTTOM PLATE
TO CONDITIONS V/ �
TOP PLATE W/ (4) 16d TO CORNER STUD v[
NAILS ((2) ON EA. SIDE) PACK w/ (4) 10d NAILSv� CO
TYP. AT ALL EXTERIOR 2x8 STUDS PER _
FRAMING PLAN
CONDITIONS 10d x 3" COMMON
BOTTOM SPLICE OVER TOP SPLICE OPP. SIDE
STUD TOP PLATE CORNER TRANSITION (2) 2x4's (z) 2xF�s
DOUBLE 2x8 TOP TOP PLATE TRANSITION (2) 2x COLUMN (2) 2x8's
PLATE
FO TYPICAL TOP PLATE SPLICE @ BRIG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL
3/4"=1'-0"
2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING O NAIL SHEATHING AT FRAME WALL BOTTOM PLATE AND 3/8„ SHEATHING PER PLAN
BEYOND 2 INSTALLED VERTICALLY. 1 AT FLOOR TRUSS TOP AND BOTTOM PLATES USING (1)
U_ z ROW OF 8d COMMON NAILS @ 3" O.C.
�T----- 6 r�- -� I� w z j 0 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON oI 'A'= NAIL SPACING O S
II I I I) II II a L u� NAILS @ 3' O.C. 2 1,, o O� Sc
II I II II I I W _ ~o NAIL COMMON NIAILS PERIMETER 0 C R w/ (2) ROWS OF Sd A 3/4 x<FtiC�A R ROOF SHEATHING, 2� ( �C� eT
---i�—t --_ _------ 7 r-��,Z= @
ti T FASTEN PER PLAN F TA R
III r J ~ I I WALL SHEATHING p w ® NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL — — - OPO OpyOp 6` S
III II SPLICE, SEE SPLICE z EDGES 6 O.C. U.N.O. ON PLANS H
III III II II I DETAIL. MAX 1/8" : Q STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 3/4" 2x4 FRAMING @ 24"
III OPENING III II II II SPACE BETWEEN w w COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING 2x scAB w/ 1od NAILS
III III II 4 II
PANELS -, �? O.C. MAX.
r O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO @ 4" O.G. PROVIDE (4)10d x3"
III 3 III I' II II HEADER W/ 8d COMMUN NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING
III TYP. III II I I II p TOP &BOTTOM PER -ENG TRUSSES _ NAILS AT JOINT
AROUND L O STUD PER PLAN _ a _ 2x SCAB w/ 10d NAILS
III OPENING III II II I I 2x STUDS BEYOND, L O (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4" O.C. x
III III II II II SEE PLAN FOR MORE � LIL VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION -
INFO I- O Imo— O -
PER -ENG TRUSSES
/8" GAP
PLACED
16d
— — — z SHEATHIN
III _T I _fI III I I I I I W= �- 2
IIII I I II IIII II II II >_ o
IIII I I II IIII it II II ❑'T ° o
IllI�>=__IL 111L�A 11 JL o�
---- — U) tV
FLOOR SYSTEM 7 LL
CUT TO FIT 2x BOTTOM PLATE
OPENING SIZE 1 BEYOND SEE PLAN
� SHEATHING DIAGRAM
WR�EXTERIOR SHEATHING SCHEDULE
3/4"=1'-0"
C�
z
C)
IL
0)
00
C
c
c
u
°
EDGE DISTANCE
PER VVIL
INSIDE PLY 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
G & PER PLAN 2x FASCIA
BLOCKING
GYPSUM WALLBOARD 2x FASCIA PER PLAN
CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (_) 8d TOE NAILS
JOINT, MAX. 1 - - LEDGER
' 2x4 PT LEDGER W/ PER PLAN TO LEDGER
NAILING PER 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d
SCHEDULE O.C. PLAN NAILS �J) 16" O.C.
2x4 BLOCKINGSEF ELEV. FOR SE'ELEV. FOR
FLATWISE (2) O.H. SIZE J.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
OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 4 - -0
ROOF SHEATHING,
PLAN NAIL PER PLAN 2x4 #2 SPF
s SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR
�.. (2) 2x BUILT-UP COL.
DOUBLE TOP PLATE MORE INFO & MORE INFO & BLOCKING @ 24" O.C.
CONNECTION CONNECTION _W/ (2) END ND NAILS
SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE
@ EACH STUD 12d NAILS @ EACH END++ X X
2x12 BOX HDR w/ 2x8's r
TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL
PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3 NAILS @ 24 O.C. w/ EXT. 2x4 412 SPF
ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C.
FRAMING PLAN FOR CORNER CONDITIONS � = WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS
SPACING ' EXTERIOR SHEATHING STRAP AROUND w LINTEL w/(2)ROWS OF *++ ++
SNAIL PER PLAN TALLER STUD w (4) 1`2
d NAILS EACH EACH END
SEE PLAN FOR ) 1/4 x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. ; : TRUSS MEMBER
CONNECTION16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ X X
y STAGGERED O EACH VERTICAL XX_
2x 8RG WALL, SEE i i INTO TRUSS & 3 12d SEE WALL CLIP DETAIL
PLAN FOR STUD SIZE & I i TOENAILS INTO OTHER
TRANSOM BETWEEN TRANSOM BETWEEN
SPACING. MIN (2) 2x SEE FLOOR PLAN FOR LINTELS TRUSS LINTELS FOR MORE INFO
UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D .'
U.N.O. i LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN
2x6 #2 SYP P.T. CONT. 24 #2 SYP P.T. CONT.
2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2"
SIMPSON LSTA24 EACH (2) 2x TOP PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C.
SPACED EVENLY SPACED EVENLY
STUD ATTACH 2x TO VERTICALLY VERTICALLY
2x BRIG WALL, SEE —� PRE -ENG. ROOF BUILT-UP W/ (2) 24
PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS
SPACING. MIN 2 2x ` 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @
O STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD
UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY ATTACHMENT BY EACH VERTICAL POCKET SGD
VERTICAL ATTACHMENT BY
U.N.O.
CONNECTION BUILDER BUILDER BUILDER
"F1SECTION @ DOUBLE BEARING F1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER-@ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER
3/4 =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 P TOP OF POST
PT POST PER PLAN
_ ABU POST BASE PER
PLAN
° 5/8" THREADED ROD w/
NUT SET IN ADHESIVE
II �
4I 9'�j 'Z SEE FOUNDATION
4' , . ii PLAN FOR ADDITIONAL
u " i INFO
SIDE VIEW @ BASE OF POST
rCDO1 CORNER COLUMN FRAMING
3/4"=1'-0"
24 SYP #2 LEDGER. TO
STUDS w/ (2) 1/4" X 41/"
SIMPS. SDS SCREWS @
16" O.C. MAX.;
TO GABLE END STUDS v
EXTERIOR WALL/TRUSS (2) 1/4" X 3%" SIMPS. SD:
I• SCREWS @ 16" O.C.
MAX.;
TO MASONRY w/ 2x6 PT
SYP #2 LEDGER w/ (2)
12 1/4" x 2 3/4" TAPCONS Al
12" O.C.
SEE PLAN
SIMPSON H3 CLIP
SHEATHING PER PLAN
2x4 SYP #2 LEDGER.
TO STUDS OR BEAM w/ (4 ) 10d NAILS FOR
(2) 1/4" X 41/" SIMPS.CONV. FRAMED
SDS SCREWS @ 16" 7 MEMBERS ONLY
O.C. MAX.;
TO GABLE END STUDS
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 #2 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
SD01 TYPICAL SHED ROOF DETAIL
1/2"=1'-0"
1/2"=1'-0"
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"
LEDGER @ LOW ROOF
SEE TRUSS PLAN
MORE INFO &
CONNECTION
LINTEL PER PLA(`
POCKET SGD
ATTACHMENT BY
BUILDER
SO4 HEADER @ POCKET SLIDER
10dx3"
10d x 3" OPP. SIDE
INCE PER
M
a
O
� m z
oo Q
> ry a cq
U t <LU
! C/)�
cr-_
DJ w
W
o �
� LLJ 7
i Q _
w
i
W
i i I LLi
LL
Q
to vvv°n
® v v
C,=)
o
„ROOF Fik . oVOC
mom ry U
FASTEN PER PLAN' ° t ,ter
®�Q
'k®:� o
LCO
PS7
2x4 #2 SYP CONT. w/ (2)
16d COMMON NAILS
EA. STUD OR TRUSS p
MEMBER, TYP. (MAX. u,
24" O.C.). IF MASONRY, Q
USE (2) 1/4" TAPCONSu l �il b
w/ MIN. 2" EMBED. @ O
24" O.C. U
' z
TRUSS PER PLAN U� ,:zi�= o :LL
W z
WOOD/MASONRY U
WALL OR TRUSS, SEE
PLAN (TRUSS SHOWN) 0 o
o
0
1-1/2"=1'-0" IL
LU
FD
0)�
U
�z(n 'M 8
�<7 a�I
ii UOQ
;r
O
W V_j
O 0
J—�z n
2x8 TO UNDER SIDE OF U Z Q ¢ (n EID
ROOF SHEATHING O
o
= W z ? U_
2x8 #2 SPF VERTICAL �' ~ W 2E
@ 24" O.C. w/ EXT. W ~
SHEATHING PER z W
NAILING SCHEDULE & ° I
(4) 12d NAILS EACH IL,0 = »
TRUSS MEMBER U 0 f
z
2x8 w/ (2) 10d NAILS @ - `
EACH VERTICAL O
U
O
� o ,
O
❑ F -O
z 0 T',
s Z --� O
®� J
❑ � Q W
QA �
1
F_ �
0 �Nm
p Z
o U _j W W
(D —Wj Q O =
w p F— F•-
cn t1
LL]
STRUCTURAL ENG: CFG / BAD
U DRAFTING — --
-STRUCT: AML
I—
Q
QC CHECK: CC
--
�J Z JOB No. TM - 2151906
-- --'
�a✓Or{E- W SCALE AS INDICATED
J ' M
%�'• n UJI
DATE. 03-21-16
OEhAVO L
3/4"=1' -0"I \ / 1/2"=1'-0"
I
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�
z
C)
IL
0)
00
C
c
c
u
°
EDGE DISTANCE
PER VVIL
INSIDE PLY 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
G & PER PLAN 2x FASCIA
BLOCKING
GYPSUM WALLBOARD 2x FASCIA PER PLAN
CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (_) 8d TOE NAILS
JOINT, MAX. 1 - - LEDGER
' 2x4 PT LEDGER W/ PER PLAN TO LEDGER
NAILING PER 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d
SCHEDULE O.C. PLAN NAILS �J) 16" O.C.
2x4 BLOCKINGSEF ELEV. FOR SE'ELEV. FOR
FLATWISE (2) O.H. SIZE J.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
OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 4 - -0
ROOF SHEATHING,
PLAN NAIL PER PLAN 2x4 #2 SPF
s SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR
�.. (2) 2x BUILT-UP COL.
DOUBLE TOP PLATE MORE INFO & MORE INFO & BLOCKING @ 24" O.C.
CONNECTION CONNECTION _W/ (2) END ND NAILS
SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE
@ EACH STUD 12d NAILS @ EACH END++ X X
2x12 BOX HDR w/ 2x8's r
TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL
PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3 NAILS @ 24 O.C. w/ EXT. 2x4 412 SPF
ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C.
FRAMING PLAN FOR CORNER CONDITIONS � = WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS
SPACING ' EXTERIOR SHEATHING STRAP AROUND w LINTEL w/(2)ROWS OF *++ ++
SNAIL PER PLAN TALLER STUD w (4) 1`2
d NAILS EACH EACH END
SEE PLAN FOR ) 1/4 x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. ; : TRUSS MEMBER
CONNECTION16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ X X
y STAGGERED O EACH VERTICAL XX_
2x 8RG WALL, SEE i i INTO TRUSS & 3 12d SEE WALL CLIP DETAIL
PLAN FOR STUD SIZE & I i TOENAILS INTO OTHER
TRANSOM BETWEEN TRANSOM BETWEEN
SPACING. MIN (2) 2x SEE FLOOR PLAN FOR LINTELS TRUSS LINTELS FOR MORE INFO
UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D .'
U.N.O. i LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN
2x6 #2 SYP P.T. CONT. 24 #2 SYP P.T. CONT.
2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2"
SIMPSON LSTA24 EACH (2) 2x TOP PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C.
SPACED EVENLY SPACED EVENLY
STUD ATTACH 2x TO VERTICALLY VERTICALLY
2x BRIG WALL, SEE —� PRE -ENG. ROOF BUILT-UP W/ (2) 24
PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS
SPACING. MIN 2 2x ` 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @
O STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD
UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY ATTACHMENT BY EACH VERTICAL POCKET SGD
VERTICAL ATTACHMENT BY
U.N.O.
CONNECTION BUILDER BUILDER BUILDER
"F1SECTION @ DOUBLE BEARING F1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER-@ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER
3/4 =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 P TOP OF POST
PT POST PER PLAN
_ ABU POST BASE PER
PLAN
° 5/8" THREADED ROD w/
NUT SET IN ADHESIVE
II �
4I 9'�j 'Z SEE FOUNDATION
4' , . ii PLAN FOR ADDITIONAL
u " i INFO
SIDE VIEW @ BASE OF POST
rCDO1 CORNER COLUMN FRAMING
3/4"=1'-0"
24 SYP #2 LEDGER. TO
STUDS w/ (2) 1/4" X 41/"
SIMPS. SDS SCREWS @
16" O.C. MAX.;
TO GABLE END STUDS v
EXTERIOR WALL/TRUSS (2) 1/4" X 3%" SIMPS. SD:
I• SCREWS @ 16" O.C.
MAX.;
TO MASONRY w/ 2x6 PT
SYP #2 LEDGER w/ (2)
12 1/4" x 2 3/4" TAPCONS Al
12" O.C.
SEE PLAN
SIMPSON H3 CLIP
SHEATHING PER PLAN
2x4 SYP #2 LEDGER.
TO STUDS OR BEAM w/ (4 ) 10d NAILS FOR
(2) 1/4" X 41/" SIMPS.CONV. FRAMED
SDS SCREWS @ 16" 7 MEMBERS ONLY
O.C. MAX.;
TO GABLE END STUDS
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 #2 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
SD01 TYPICAL SHED ROOF DETAIL
1/2"=1'-0"
1/2"=1'-0"
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"
LEDGER @ LOW ROOF
SEE TRUSS PLAN
MORE INFO &
CONNECTION
LINTEL PER PLA(`
POCKET SGD
ATTACHMENT BY
BUILDER
SO4 HEADER @ POCKET SLIDER
10dx3"
10d x 3" OPP. SIDE
INCE PER
M
a
O
� m z
oo Q
> ry a cq
U t <LU
! C/)�
cr-_
DJ w
W
o �
� LLJ 7
i Q _
w
i
W
i i I LLi
LL
Q
to vvv°n
® v v
C,=)
o
„ROOF Fik . oVOC
mom ry U
FASTEN PER PLAN' ° t ,ter
®�Q
'k®:� o
LCO
PS7
2x4 #2 SYP CONT. w/ (2)
16d COMMON NAILS
EA. STUD OR TRUSS p
MEMBER, TYP. (MAX. u,
24" O.C.). IF MASONRY, Q
USE (2) 1/4" TAPCONSu l �il b
w/ MIN. 2" EMBED. @ O
24" O.C. U
' z
TRUSS PER PLAN U� ,:zi�= o :LL
W z
WOOD/MASONRY U
WALL OR TRUSS, SEE
PLAN (TRUSS SHOWN) 0 o
o
0
1-1/2"=1'-0" IL
LU
FD
0)�
U
�z(n 'M 8
�<7 a�I
ii UOQ
;r
O
W V_j
O 0
J—�z n
2x8 TO UNDER SIDE OF U Z Q ¢ (n EID
ROOF SHEATHING O
o
= W z ? U_
2x8 #2 SPF VERTICAL �' ~ W 2E
@ 24" O.C. w/ EXT. W ~
SHEATHING PER z W
NAILING SCHEDULE & ° I
(4) 12d NAILS EACH IL,0 = »
TRUSS MEMBER U 0 f
z
2x8 w/ (2) 10d NAILS @ - `
EACH VERTICAL O
U
O
� o ,
O
❑ F -O
z 0 T',
s Z --� O
®� J
❑ � Q W
QA �
1
F_ �
0 �Nm
p Z
o U _j W W
(D —Wj Q O =
w p F— F•-
cn t1
LL]
STRUCTURAL ENG: CFG / BAD
U DRAFTING — --
-STRUCT: AML
I—
Q
QC CHECK: CC
--
�J Z JOB No. TM - 2151906
-- --'
�a✓Or{E- W SCALE AS INDICATED
J ' M
%�'• n UJI
DATE. 03-21-16
OEhAVO L
3/4"=1' -0"I \ / 1/2"=1'-0"
I
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
3/4 =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 P TOP OF POST
PT POST PER PLAN
_ ABU POST BASE PER
PLAN
° 5/8" THREADED ROD w/
NUT SET IN ADHESIVE
II �
4I 9'�j 'Z SEE FOUNDATION
4' , . ii PLAN FOR ADDITIONAL
u " i INFO
SIDE VIEW @ BASE OF POST
rCDO1 CORNER COLUMN FRAMING
3/4"=1'-0"
24 SYP #2 LEDGER. TO
STUDS w/ (2) 1/4" X 41/"
SIMPS. SDS SCREWS @
16" O.C. MAX.;
TO GABLE END STUDS v
EXTERIOR WALL/TRUSS (2) 1/4" X 3%" SIMPS. SD:
I• SCREWS @ 16" O.C.
MAX.;
TO MASONRY w/ 2x6 PT
SYP #2 LEDGER w/ (2)
12 1/4" x 2 3/4" TAPCONS Al
12" O.C.
SEE PLAN
SIMPSON H3 CLIP
SHEATHING PER PLAN
2x4 SYP #2 LEDGER.
TO STUDS OR BEAM w/ (4 ) 10d NAILS FOR
(2) 1/4" X 41/" SIMPS.CONV. FRAMED
SDS SCREWS @ 16" 7 MEMBERS ONLY
O.C. MAX.;
TO GABLE END STUDS
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 #2 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
SD01 TYPICAL SHED ROOF DETAIL
1/2"=1'-0"
1/2"=1'-0"
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"
LEDGER @ LOW ROOF
SEE TRUSS PLAN
MORE INFO &
CONNECTION
LINTEL PER PLA(`
POCKET SGD
ATTACHMENT BY
BUILDER
SO4 HEADER @ POCKET SLIDER
10dx3"
10d x 3" OPP. SIDE
INCE PER
M
a
O
� m z
oo Q
> ry a cq
U t <LU
! C/)�
cr-_
DJ w
W
o �
� LLJ 7
i Q _
w
i
W
i i I LLi
LL
Q
to vvv°n
® v v
C,=)
o
„ROOF Fik . oVOC
mom ry U
FASTEN PER PLAN' ° t ,ter
®�Q
'k®:� o
LCO
PS7
2x4 #2 SYP CONT. w/ (2)
16d COMMON NAILS
EA. STUD OR TRUSS p
MEMBER, TYP. (MAX. u,
24" O.C.). IF MASONRY, Q
USE (2) 1/4" TAPCONSu l �il b
w/ MIN. 2" EMBED. @ O
24" O.C. U
' z
TRUSS PER PLAN U� ,:zi�= o :LL
W z
WOOD/MASONRY U
WALL OR TRUSS, SEE
PLAN (TRUSS SHOWN) 0 o
o
0
1-1/2"=1'-0" IL
LU
FD
0)�
U
�z(n 'M 8
�<7 a�I
ii UOQ
;r
O
W V_j
O 0
J—�z n
2x8 TO UNDER SIDE OF U Z Q ¢ (n EID
ROOF SHEATHING O
o
= W z ? U_
2x8 #2 SPF VERTICAL �' ~ W 2E
@ 24" O.C. w/ EXT. W ~
SHEATHING PER z W
NAILING SCHEDULE & ° I
(4) 12d NAILS EACH IL,0 = »
TRUSS MEMBER U 0 f
z
2x8 w/ (2) 10d NAILS @ - `
EACH VERTICAL O
U
O
� o ,
O
❑ F -O
z 0 T',
s Z --� O
®� J
❑ � Q W
QA �
1
F_ �
0 �Nm
p Z
o U _j W W
(D —Wj Q O =
w p F— F•-
cn t1
LL]
STRUCTURAL ENG: CFG / BAD
U DRAFTING — --
-STRUCT: AML
I—
Q
QC CHECK: CC
--
�J Z JOB No. TM - 2151906
-- --'
�a✓Or{E- W SCALE AS INDICATED
J ' M
%�'• n UJI
DATE. 03-21-16
OEhAVO L
3/4"=1' -0"I \ / 1/2"=1'-0"
I
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
3/4"=1'-0"
24 SYP #2 LEDGER. TO
STUDS w/ (2) 1/4" X 41/"
SIMPS. SDS SCREWS @
16" O.C. MAX.;
TO GABLE END STUDS v
EXTERIOR WALL/TRUSS (2) 1/4" X 3%" SIMPS. SD:
I• SCREWS @ 16" O.C.
MAX.;
TO MASONRY w/ 2x6 PT
SYP #2 LEDGER w/ (2)
12 1/4" x 2 3/4" TAPCONS Al
12" O.C.
SEE PLAN
SIMPSON H3 CLIP
SHEATHING PER PLAN
2x4 SYP #2 LEDGER.
TO STUDS OR BEAM w/ (4 ) 10d NAILS FOR
(2) 1/4" X 41/" SIMPS.CONV. FRAMED
SDS SCREWS @ 16" 7 MEMBERS ONLY
O.C. MAX.;
TO GABLE END STUDS
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 #2 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
SD01 TYPICAL SHED ROOF DETAIL
1/2"=1'-0"
1/2"=1'-0"
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"
LEDGER @ LOW ROOF
SEE TRUSS PLAN
MORE INFO &
CONNECTION
LINTEL PER PLA(`
POCKET SGD
ATTACHMENT BY
BUILDER
SO4 HEADER @ POCKET SLIDER
10dx3"
10d x 3" OPP. SIDE
INCE PER
M
a
O
� m z
oo Q
> ry a cq
U t <LU
! C/)�
cr-_
DJ w
W
o �
� LLJ 7
i Q _
w
i
W
i i I LLi
LL
Q
to vvv°n
® v v
C,=)
o
„ROOF Fik . oVOC
mom ry U
FASTEN PER PLAN' ° t ,ter
®�Q
'k®:� o
LCO
PS7
2x4 #2 SYP CONT. w/ (2)
16d COMMON NAILS
EA. STUD OR TRUSS p
MEMBER, TYP. (MAX. u,
24" O.C.). IF MASONRY, Q
USE (2) 1/4" TAPCONSu l �il b
w/ MIN. 2" EMBED. @ O
24" O.C. U
' z
TRUSS PER PLAN U� ,:zi�= o :LL
W z
WOOD/MASONRY U
WALL OR TRUSS, SEE
PLAN (TRUSS SHOWN) 0 o
o
0
1-1/2"=1'-0" IL
LU
FD
0)�
U
�z(n 'M 8
�<7 a�I
ii UOQ
;r
O
W V_j
O 0
J—�z n
2x8 TO UNDER SIDE OF U Z Q ¢ (n EID
ROOF SHEATHING O
o
= W z ? U_
2x8 #2 SPF VERTICAL �' ~ W 2E
@ 24" O.C. w/ EXT. W ~
SHEATHING PER z W
NAILING SCHEDULE & ° I
(4) 12d NAILS EACH IL,0 = »
TRUSS MEMBER U 0 f
z
2x8 w/ (2) 10d NAILS @ - `
EACH VERTICAL O
U
O
� o ,
O
❑ F -O
z 0 T',
s Z --� O
®� J
❑ � Q W
QA �
1
F_ �
0 �Nm
p Z
o U _j W W
(D —Wj Q O =
w p F— F•-
cn t1
LL]
STRUCTURAL ENG: CFG / BAD
U DRAFTING — --
-STRUCT: AML
I—
Q
QC CHECK: CC
--
�J Z JOB No. TM - 2151906
-- --'
�a✓Or{E- W SCALE AS INDICATED
J ' M
%�'• n UJI
DATE. 03-21-16
OEhAVO L
3/4"=1' -0"I \ / 1/2"=1'-0"
I
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
1/2"=1'-0"
1/2"=1'-0"
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"
LEDGER @ LOW ROOF
SEE TRUSS PLAN
MORE INFO &
CONNECTION
LINTEL PER PLA(`
POCKET SGD
ATTACHMENT BY
BUILDER
SO4 HEADER @ POCKET SLIDER
10dx3"
10d x 3" OPP. SIDE
INCE PER
M
a
O
� m z
oo Q
> ry a cq
U t <LU
! C/)�
cr-_
DJ w
W
o �
� LLJ 7
i Q _
w
i
W
i i I LLi
LL
Q
to vvv°n
® v v
C,=)
o
„ROOF Fik . oVOC
mom ry U
FASTEN PER PLAN' ° t ,ter
®�Q
'k®:� o
LCO
PS7
2x4 #2 SYP CONT. w/ (2)
16d COMMON NAILS
EA. STUD OR TRUSS p
MEMBER, TYP. (MAX. u,
24" O.C.). IF MASONRY, Q
USE (2) 1/4" TAPCONSu l �il b
w/ MIN. 2" EMBED. @ O
24" O.C. U
' z
TRUSS PER PLAN U� ,:zi�= o :LL
W z
WOOD/MASONRY U
WALL OR TRUSS, SEE
PLAN (TRUSS SHOWN) 0 o
o
0
1-1/2"=1'-0" IL
LU
FD
0)�
U
�z(n 'M 8
�<7 a�I
ii UOQ
;r
O
W V_j
O 0
J—�z n
2x8 TO UNDER SIDE OF U Z Q ¢ (n EID
ROOF SHEATHING O
o
= W z ? U_
2x8 #2 SPF VERTICAL �' ~ W 2E
@ 24" O.C. w/ EXT. W ~
SHEATHING PER z W
NAILING SCHEDULE & ° I
(4) 12d NAILS EACH IL,0 = »
TRUSS MEMBER U 0 f
z
2x8 w/ (2) 10d NAILS @ - `
EACH VERTICAL O
U
O
� o ,
O
❑ F -O
z 0 T',
s Z --� O
®� J
❑ � Q W
QA �
1
F_ �
0 �Nm
p Z
o U _j W W
(D —Wj Q O =
w p F— F•-
cn t1
LL]
STRUCTURAL ENG: CFG / BAD
U DRAFTING — --
-STRUCT: AML
I—
Q
QC CHECK: CC
--
�J Z JOB No. TM - 2151906
-- --'
�a✓Or{E- W SCALE AS INDICATED
J ' M
%�'• n UJI
DATE. 03-21-16
OEhAVO L
3/4"=1' -0"I \ / 1/2"=1'-0"
I
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
i i I LLi
LL
Q
to vvv°n
® v v
C,=)
o
„ROOF Fik . oVOC
mom ry U
FASTEN PER PLAN' ° t ,ter
®�Q
'k®:� o
LCO
PS7
2x4 #2 SYP CONT. w/ (2)
16d COMMON NAILS
EA. STUD OR TRUSS p
MEMBER, TYP. (MAX. u,
24" O.C.). IF MASONRY, Q
USE (2) 1/4" TAPCONSu l �il b
w/ MIN. 2" EMBED. @ O
24" O.C. U
' z
TRUSS PER PLAN U� ,:zi�= o :LL
W z
WOOD/MASONRY U
WALL OR TRUSS, SEE
PLAN (TRUSS SHOWN) 0 o
o
0
1-1/2"=1'-0" IL
LU
FD
0)�
U
�z(n 'M 8
�<7 a�I
ii UOQ
;r
O
W V_j
O 0
J—�z n
2x8 TO UNDER SIDE OF U Z Q ¢ (n EID
ROOF SHEATHING O
o
= W z ? U_
2x8 #2 SPF VERTICAL �' ~ W 2E
@ 24" O.C. w/ EXT. W ~
SHEATHING PER z W
NAILING SCHEDULE & ° I
(4) 12d NAILS EACH IL,0 = »
TRUSS MEMBER U 0 f
z
2x8 w/ (2) 10d NAILS @ - `
EACH VERTICAL O
U
O
� o ,
O
❑ F -O
z 0 T',
s Z --� O
®� J
❑ � Q W
QA �
1
F_ �
0 �Nm
p Z
o U _j W W
(D —Wj Q O =
w p F— F•-
cn t1
LL]
STRUCTURAL ENG: CFG / BAD
U DRAFTING — --
-STRUCT: AML
I—
Q
QC CHECK: CC
--
�J Z JOB No. TM - 2151906
-- --'
�a✓Or{E- W SCALE AS INDICATED
J ' M
%�'• n UJI
DATE. 03-21-16
OEhAVO L
3/4"=1' -0"I \ / 1/2"=1'-0"
I
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 -'
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 FLUOR
TRUSSES TO BE P.T. IF
NO MOISTURE
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
BEARING
Y SEE PLAN /
LINTEL AS PER PLAN ___//
LINTEL AS PER PLAN
WD. HD. HT.
SEE PLAN
PRECAST CONC. OR -
POWERS STEEL SILL
TYP. @ ALL WINDOWS
EXT FINISH PER PLAN
VERT REINF. BEYOND
MASONRY WALL PER --�_
PLAN ' 1.. -
FIN. FLR. J .1
0'-0" —
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
FLOOR SYSTEM DRAFT
STOPPING AT 1000 SQ
FT MAX: DRAFT
STOPPING MATERIALS
PRE-ENGINEERED
ROOF TRUSS - SEE
FRAMING PLAN FOR
LOCATION & SPACING
STRUCTURAL COL PER
PLAN FOR SIZE AND
REQ'D # OF STUDS
DOUBT E 2x TOP PLATE
2x BOTTOM PLATE
3/4" FLOOR SHEATHING
ATTACHED PER
NOTE:
STRAPS CALLED OUT W/IN THIS DETAIL ARE'ONLY REQ'D WHEN INDICATED
AS SUCH ON THE STRUCTURAL PLANS OR V MEN THE STRUCTURAL
SHEATHING IS NOT CONT. FROM TOP OF WAILL TO BOTTOM OF FLUOR
SYSTEM AND WHEN 3 OR MORE WINDOWS AIIE IN A ROW (ONLY JAMB STUDS
BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP
AND BOTTOM AND EACH SIDE OF OPENING T'O TRANSFER LATERAL LOADS
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
SIMPSON SP4 w/ (6) 10c1
x1-1/2" @ 24" O.C. (USE
NAILING SCHEDULE SIMPSON LSTA30 ' S F=�;SP6 @ 2x6 STUDS & SIMPSON LSTA30
U
R
NOTE: ALL FLOOR
>..--.' \ - SP8 @ 2x8 STUDS)
PRE-ENGINEERED
TRUSS STRAP - SEE
ANGLE) W/ (22) 10d
TRUSSES TO BE P.T. IF
ANGL E) W/ (22) 1 od
ROOF TRUSS - SEE
FRAMING PLAN FOR
( (2) 2x SPF TOP PLATE
NO MOISTURE
..
FRAMING PLAN FOR
CONNECTIONS
OVER TOP PLATE MIN.
BARRIER (FELT PAPER
-
LOCATION & SPACING
3", THEN RUN DOWN
PRE-ENGINEERED
OR SIM) IS PROVIDED
HEADER - SEE 2ND
FACE OF JAMB STUDS/
3/4" FLOOR SH ATHIN,
ROOF TRUSSES AT 24"
TRUSS STRAP -SEE
HEADER
STRUCTURAL COL PER
EXTERIOR SHEATHING
O.C.
FRAMING PLAN FOR
r ,
PLAN FOR SIZE AND
JAMB STUDS
(2) SIMPSON LSTA18
CONNECTIONS
.�
�
REQ'D # OF STUDS
FXTERI
COL; SEE BRG WALL/
SIMPSON MSTAM36
r
DOUBLE 2x TOP PLATE
NAILS '
TYPICAL TRUSS TO
STRAP W/ (10) 10d TO
(2) SIMPSON META16
2x BOTTOM PLATE
INFO.
FRAME CONNECTION.
STUDS & (8) 1/4" X
REFER TO
MASONRY WALL
NAILS
SEE STANDARD
2-1/4" TITEN SCREWS
ME
3/4" FLOOR SHEATHING
EXT. SHEATHING
CONNECTOR NOTES
TO LINTEL COURSE.
FLUSH W/ FACE OF
ATTACHED PER
AND SEE ARCH PLAN
SYS. 42 FLOOR
USE SIMPSON
,
NAILING SCHEDULE
WIDTH 4'-0"). USE A35
MSTCM60 STRAP W/
'
TO VERIFY SIZE
SCHEDULE; PROVIDE
REFER TO PLAN FOR
(20) 16d SINKERS & (14)
1/8" GAP BETWEEN
2x4 #2 SYP ANGLE
AGAINST TRUSS
BUILT-UP COLUMN
1/4" X 2-1/4" TAPCONS
•�
MASONRY
NOTE: IF WOOD WALL OR BEAM BELOW USE
INFO.
FOR TRUSSES 20" TO
SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR
VERTICAL @ 48" O.C.
PLAN
PRE -ENG. FLOOR
26" DEEP
SINKERS AND (14) %4"X2 %4" TITENS TO MASONRY
(2) 12d @ 12" O.C.
SYSTEM - IF NO FLOOR
(IF TITENS ARE NOT IN
` �r
3j�
SYSTEM INSTALL
LINTEL COURSE OR
KNEEWALL & PROVIDE
INTO FILLED CELL USE
END
I
I �
(1) SIMPSON LsTA30
1
1/4" X 1 3/4" TITENS)
r
STRAP W/ (11) 10d TO
PRE-ENGINEERED
ROOF TRUSS - SEE
FRAMING PLAN FOR
LOCATION & SPACING
STRUCTURAL COL PER
PLAN FOR SIZE AND
REQ'D # OF STUDS
DOUBT E 2x TOP PLATE
2x BOTTOM PLATE
3/4" FLOOR SHEATHING
ATTACHED PER
NOTE:
STRAPS CALLED OUT W/IN THIS DETAIL ARE'ONLY REQ'D WHEN INDICATED
AS SUCH ON THE STRUCTURAL PLANS OR V MEN THE STRUCTURAL
SHEATHING IS NOT CONT. FROM TOP OF WAILL TO BOTTOM OF FLUOR
SYSTEM AND WHEN 3 OR MORE WINDOWS AIIE IN A ROW (ONLY JAMB STUDS
BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP
AND BOTTOM AND EACH SIDE OF OPENING T'O TRANSFER LATERAL LOADS
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
SIMPSON SP4 w/ (6) 10c1
x1-1/2" @ 24" O.C. (USE
NAILING SCHEDULE SIMPSON LSTA30 ' S F=�;SP6 @ 2x6 STUDS & SIMPSON LSTA30
U
R
STRAP (MAX 10i
>..--.' \ - SP8 @ 2x8 STUDS)
STRAP (MAX 10°
REFER TO PLAN FOR
ANGLE) W/ (22) 10d
r
ANGL E) W/ (22) 1 od
SEE PLAN FOR MORE
NAILS. BEND STRAP
( (2) 2x SPF TOP PLATE
NAILS. BEND STRAP
3/4"=1'-0"
OVER TOP PLATE MIN.
0 U.N.O. ON PLAN
OVER TOP PLATE MIN.
BEARING WALL PER
3", THEN RUN DOWN
-
3", THEN RUN DOWN
SEE FLOOR FRAMING
FACE OF JAMB STUDS/
HEADER - SEE 2ND
FACE OF JAMB STUDS/
3/4" FLOOR SH ATHIN,
HEADER
FLOOR PLAN FOR MIN.
HEADER
PER BEARING WALL
EXTERIOR SHEATHING
HEADER SIZE & REQ'D
SCHEDULE
DETAIL WF10/SD4
FROM TOP OF WALL
JAMB STUDS
(2) SIMPSON LSTA18
(2) 16d NAILS @ 6" O.C.
ROD WITHIN 6" FROM
`
FXTERI
SO_ID BLOCKING w _ _ O SHEATHING
UNDER COLUMN U.N.O. „ FLOOR TRUSS PER STUDS ABOVE PLATE FLOOR TRUSS SEE TO BOT. RIBBON, NAZI FROM TOP OF WALL
PLAN U.N.O. FRAMING PLAN FOR PER PLAN IF HEADER IS UPSET TO BOT. RIBBON, NAIL
ABOVE PROVIDE SOLID ' CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN
BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS
OR LVL GIRDER COL. EVEN WITHIN MORE INFO FLOOR GIRDER OR LOWER: (1) 2x SILL
BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d
FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d
NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HOADER OPENINGS
ENAILS. EXT.
TRUSSES TO BE P.T. IF
NO MOISTUREfiso
STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x
SO TYPICAL GIRDER COL. CONNECTION TYPICAL GIRDER COL. HIGH BEAM ATTACH SILL w/ (2)1od
BARRIER (FELT PAPER SILL PLATE w/ (2) 10d
OR SIM) IS PROVIDED
SO TYPICAL TWO STORY COL.
3/4"=1'-0"
SO 2nd FLOOR CORNER FRAMING ATTACHMENT
REFER TO PLAN FOR
2x 2ND FLOOR STUDS
(2) 2x SILL AT WINDOW
BUILT-UP COLUMN
SEE PLAN FOR MORE
(2) SIMPSON LSTA18 -
INFO.
SP8 @ 2x8 STUDS)
3/4"=1'-0"
CLIPS EACH SIDE w/ 2x
w/ 2x CRIPPLE STUDS
STRAPS CENTERED @
BEARING WALL PER
A A
A
FLOOR W/ (14) 10d
PLAN BEYOND
COLUMNS
SEE FLOOR FRAMING
NAILS
/
PLAN FOR FLOOR
3/4" FLOOR SH ATHIN,
MID -HEIGHT BLOCKING
SYSTEM INFO.
SHEATHING PER
PER BEARING WALL
ATTACHED PER
BOTTOM CHORDS
SCHEDULE
DETAIL WF10/SD4
ATTACH 2x STUDS W/
1/2" DIA. THREADED
(2) SIMPSON LSTA18
(2) 16d NAILS @ 6" O.C.
ROD WITHIN 6" FROM
STRAPS CENTERED @
2x STUDS , SEE
COL; SEE BRG WALL/
FLOOR w/ (14) 10d
STUDS @ 16" U.C.
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
TOE NAILS AT EA. END
ME
FOR FTG.
EXT. SHEATHING
(3) 2x STUD PACK
INFORMATION
FLUSH W/ FACE OF
ATTACH PER NAILING
AND SEE ARCH PLAN
SYS. 42 FLOOR
SCHEDULE
AND SEE ARCH PLAN
MASONRY ATTACHED
WIDTH 4'-0"). USE A35
PER NAILING
ATTACH 2x STUDS W/
TO VERIFY SIZE
SCHEDULE; PROVIDE
(2) 16d NAILS @ 6" O.C.
TO VERIFY SIZE
1/8" GAP BETWEEN
2x4 #2 SYP ANGLE
AGAINST TRUSS
SHEATHING AND
2x BOTTOM PLATE W/
MASONRY
NOTE: IF WOOD WALL OR BEAM BELOW USE
2x BOTTOM PLATE W/
MASONRY WALL PER
SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR
VERTICAL @ 48" O.C.
PLAN
SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16
(2) 12d @ 12" O.C.
SINKERS AND (14) %4"X2 %4" TITENS TO MASONRY
MIN THICKNESS SHALL
1
SO TYPICAL TWO STORY COL.
@ GIRDER
SO 2nd FLOOR CORNER FRAMING ATTACHMENT
2x STUDS , SEE
BE 1/2" GYP BOARD OR
(2) 2x SILL AT WINDOW
x1-1/2" c 24" O.C. USS
O
CLIP AT EA. END FOR
15/32" OR 7/16" OSB.
SP8 @ 2x8 STUDS)
3/4"=1'-0"
CLIPS EACH SIDE w/ 2x
w/ 2x CRIPPLE STUDS
ATTACH TO FLOOR
OPENINGS GREATER
THAN 4' BUT LESS
U.N.O. ON PLAN
2x SYP #2 RIBBON (MIN
HEADER-SEE2ND
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
NAILING SCHEDULE DETAIL WF10/SD4
NAILING SCHEDULE
NAILS @ 8" U.C. THEN
SHEATHING TO EA.
SIMPS. MSTAM36 w/
CONNECTION
2x STUDS , SEE
2x STUDS , SEE
UNDER WINDOWS ANC
STUDS @ 16" U.C.
2x4 #2 SYP BLOCKING
(7) 10d NAILS & (4) 1/4"
FRAMING PLAN FOR
MASONRY WALL SEE
T&B)
FRAMING PLAN FOR
GIRDERS: BLOCK
x 2 1/4" TITENS; IF
@ 48" O.C. W/ (2) 12d
SPACING AND GRADE
TOE NAILS AT EA. END
ME
SPACING AND GRADE
SOLID BETWEEN
TOENAILS EACH END
UNDER WINDOW
OF SILL (MAX OPEN'G
AND SEE ARCH PLAN
SYS. 42 FLOOR
AND SEE ARCH PLAN
RIBBONS w/ SIMPSON
WIDTH 4'-0"). USE A35
1
TO VERIFY SIZE
TRUSSES @ 24" O.C.
TO VERIFY SIZE
A35 EA. END
2x4 #2 SYP ANGLE
AGAINST TRUSS
2x BOTTOM PLATE W/
(MAX)
2x BOTTOM PLATE W/
2x BLOCKING FOR —
VERTICAL @ 48" O.C.
u
(2) 12d @ 12" O.C.
(2) 12d @ 12" O.C.
SHEATHING/ DRYWALL
W/ (3) 12d NAILS EACH
3j�
ATTACHMENT w/ (2) 12
END
I
I �
PRE -ENG FLOOR
2x SYP #2 RIBBON (MIN
TOENAILS EA. END
�—
CV
TRUSS OR FIELD
2x4) TO TRUSS w/ (4)
FRAME 2x4 KNEE
16d NAILS; BOTTOM
SYS. 42 FLOOR
WALL, STUDS @ 16"
O.C. W/ (2) 16d NAILS @
RIBBON TO BE PT IF
CONC. SLAB -
TRUSSES @ 24" O.C.
EACH END SEE
BRG DIRECTLY ON
SEE FOUNDATION
(MAX)
CONNECTOR
CMU
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
'
CONNECTION
(2) 5/8" TYPE "X" WHEN
3" O.C. WALL
IN GARAGE
-
_ ,
(1) ROW 8d NAILS @ 3"
IN GARAGE
SHEATHING TO
MASONRY WALL PER
- '-
O.C. WALL SHEATHING
MASONRY WALL PER
�'
BOTTOM RIBBON
SIMPSON META16 AT
PLAN
.4` I
"
TO BOTTOM PLATE
PLAN
.I~
''4
MASONRY OR MTS12
-
AT WOOD
(3) 2x STUDS
FORNIA CORNER A -A
r`-`— -- (4) 2x STUDS
STANDARD CORNER A -A
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) rd
TOENAILS. OPEN]G
LARGER THAN 4FIV2
_- '1171, PLATE w/ A39
CLIPS EACH SSIDE wl'%
CRIPPLES @ t6'%,.C�
W/ (2) 10d TOENAIIL
T&B (PLYWOOD
SHEATHING REQ'D
`...... \ T&B)
z
TOE NAILS AT EA. END
OF SILL (MAX OPEN'G
WIDTH 4'-0"). USE A35
DETAIL WF10/SD4
_
2x STUDS , SEE
TOENAILS. OPENING
LARGER THAN 4FT: (2)
2x SILL PLATE w/ A35
(2) 2x SILL AT WINDOW
x1-1/2" c 24" O.C. USS
O
CLIP AT EA. END FOR
\
SP8 @ 2x8 STUDS)
TO VERIFY SIZE
CLIPS EACH SIDE w/ 2x
w/ 2x CRIPPLE STUDS
(2) 2x SPF TOP PLATE
OPENINGS GREATER
THAN 4' BUT LESS
U.N.O. ON PLAN
2x SYP #2 RIBBON (MIN
HEADER-SEE2ND
CRIPPLES @ 16" O.C.
AT EA. END NAILED TO
/
HEADER SIZE & REQ'D
�-�-
JAMB STUDS
z
U
w/ (2) 10d TOENAILS
STUD PACK w/ 10d
THAN 6'
IF FLOOR SYS. NOT PRESENT PER FLOOR
>
cl
T&B (PLYWOOD
NAILS @ 8" U.C. THEN
SHEATHING TO EA.
SIMPS. MSTAM36 w/
CONNECTION
ON FLOOR FRAMING. INDICATED BASE STRAP
SHEATHING REQ'D
STUDS @ 16" U.C.
REQ'D ON EITHER SIDE OF WALL. IF WF02/
(7) 10d NAILS & (4) 1/4"
SD6 IS INDICATED, BASE STRAPS ARE REQ'D
MASONRY WALL SEE
T&B)
ATTACH SILL w/ (2) 10d
w
x 2 1/4" TITENS; IF
SO HEADER CONNECTION. r@ 2nd FLOOR
SEPARATE SHEATHING
TOE NAILS AT EA. END
ME
FLOOR TRUSSES ARE
UNDER WINDOW
OF SILL (MAX OPEN'G
1
20"- 26" DEEP, USE
WIDTH 4'-0"). USE A35
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) rd
TOENAILS. OPEN]G
LARGER THAN 4FIV2
_- '1171, PLATE w/ A39
CLIPS EACH SSIDE wl'%
CRIPPLES @ t6'%,.C�
W/ (2) 10d TOENAIIL
T&B (PLYWOOD
SHEATHING REQ'D
`...... \ T&B)
z
SOLID SHEATHING @
DETAIL WF10/SD4
HEADER
2x STUDS , SEE
.,IMPSON SP4 w/ (6) 10d
FRAMING PLAN FOR
x1-1/2" c 24" O.C. USS
O
SP6 Co_) 2x6 STUDS &
\
SP8 @ 2x8 STUDS)
TO VERIFY SIZE
PLAN
2x. BOTTOM PLATE W/
(2) 2x SPF TOP PLATE
i
U.N.O. ON PLAN
2x SYP #2 RIBBON (MIN
HEADER-SEE2ND
2x4) TO TRUSS w/ (4)
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) rd
TOENAILS. OPEN]G
LARGER THAN 4FIV2
_- '1171, PLATE w/ A39
CLIPS EACH SSIDE wl'%
CRIPPLES @ t6'%,.C�
W/ (2) 10d TOENAIIL
T&B (PLYWOOD
SHEATHING REQ'D
`...... \ T&B)
z
0
DETAIL WF10/SD4
2x STUDS , SEE
FRAMING PLAN FOR
O
J
\
GIRDER TRUSS PER
TO VERIFY SIZE
PLAN
2x. BOTTOM PLATE W/
NO MOISTURE
i
o
2x SYP #2 RIBBON (MIN
2x4) TO TRUSS w/ (4)
BARRIER (FELT PAPER
16d NAILS; BOTTOM
�
n
ces
z
U
CMU
IF FLOOR SYS. NOT PRESENT PER FLOOR
>
cl
co
FOR FLOOR
SHEATHING TO EA.
CMU WALL BELOW PER DETAIL INCDICATED
CONNECTION
ON FLOOR FRAMING. INDICATED BASE STRAP
co
REQ'D ON EITHER SIDE OF WALL. IF WF02/
BELOW JAMBS
SD6 IS INDICATED, BASE STRAPS ARE REQ'D
MASONRY WALL SEE
IJ
Q
w
SO HEADER CONNECTION. r@ 2nd FLOOR
ME
1
0
1
u
1
u
LU
3j�
I
I �
�—
CV
LL
0
li Uj
oto
���9►vavvovvv°®�P // z z
LL
_°
o 1, CC S
q �°
F �s �� � -J0
SIMPS. MSTCM60 ,, CLIP AT EA. END FOR
STRAP w/(20) 16d OPENINGS GREATER
SINKERS & (1 A) 1/4" X 2 THAN 4' BUT LESS T
1/4" TITENS INSTEAD. THAN 6' ` C7
(IF TITENS ARE NOT IN r "
LINTEL COURSE OR �" _/-I co
INTO FILLED CELL USE 2x TOP & BOT. SIMPSON LSTA30 w/ J
„ RIBBONS CONT. (11) 10d TO STUDS o- s7 7
1/4 X 1 3/4" TITENS)
' ABOVE PLATE U.N.O.
SHEATHING PER
NOTE: ALL FLOOR
DETAIL WF10/SD4
2x STUDS , SEE
FRAMING PLAN FOR
TRUSSES TO BE P.T. IF
Yi
•`
\
GIRDER TRUSS PER
TO VERIFY SIZE
PLAN
2x. BOTTOM PLATE W/
NO MOISTURE
(2) 12d @ 12" O.C.
2x SYP #2 RIBBON (MIN
2x4) TO TRUSS w/ (4)
BARRIER (FELT PAPER
16d NAILS; BOTTOM
RIBBON TO BE PT IF
OR SIM) IS PROVIDED
CMU
IF FLOOR SYS. NOT PRESENT PER FLOOR
SEE FRAMING PLAN
FOR HANGER
FRAMING PLAN, 2nd FLR STUDS TO BEAR ON
FOR FLOOR
SHEATHING TO EA.
CMU WALL BELOW PER DETAIL INCDICATED
CONNECTION
ON FLOOR FRAMING. INDICATED BASE STRAP
PROVIDE BLOCKING
REQ'D ON EITHER SIDE OF WALL. IF WF02/
BELOW JAMBS
SD6 IS INDICATED, BASE STRAPS ARE REQ'D
MASONRY WALL SEE
ON BOTH SIDES OF THE WALL
PLAN FOR MORE INFO
SO HEADER CONNECTION. r@ 2nd FLOOR
SHEATHING PER
DETAIL WF10/SD4
2x STUDS , SEE
FRAMING PLAN FOR
SPACING AND GRADE
AND SEE ARCH PLAN
GIRDER TRUSS PER
TO VERIFY SIZE
PLAN
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
BRG DIRECTLY ON
CMU
SEE TRUSS LAYOUT
(2) ROWS 8d NAILS @
FOR HANGER
3" O.C. TYP. WALL
SHEATHING TO EA.
RIBBON
SEE FOUNDATION NOTE: ALL FLOOR /8 GAP BETWEEN
NOTE: ALL FLOOR NOTE: ALL FLOOR
DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN SHEATHING & CMU
TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF
NO MOISTURE SHEATHING & CMU NO MOISTURE 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
TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTIONAS1�CANTILEVERED FLOOR TRUSS CONNECTION
3/4"=1'-0" _ 3/4"=1'-0"
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 WS1O/SD5 FOR
ADDITIONAL INFO
rBF01 TYPICAL BALCONY FRAMING
NOTE: ALL FLOOR '� ti-/ `•
TRUSSES TO BE P.T. IF
NO MOISTURE HANDRAIL BY OTHERS
BARRIER (FELT PAPER
OR SIM) IS PROVIDED
z
SEE ARCH DWGS FOR
W TOPPING INFO
W
3/4" PLYWOOD FLOOR
SLOPE DECKING ATTACHED
PER NAILING
SCHEDULE
SLOPED BALCONY
FLOOR TRUSS (12"
71
TALL) (60/15/5 MIN.
LOADING) W/ LUS26 OR
LUS46 TO LEDGER
CONTRACTOR TO '' �- SEE WS11/SD5 FOR
PROVIDE ADEQUATE SIM. END CONDITION
WATERPROOFING. NO
CONCRTE SLAB LINTEL PER PLAN
PERMITTED
NOT USED
0
3/4"=1'-0"
SHEATHING PER
DETAIL WF10/SD4,
CONTINUOUS FROM
TOP OF TOP PLATE TO
BOTTOM PLATE.
BEARING WALL PER
PLAN
DOUBLE BOTTOM
PLATE
(2) H5 EA. FLOOR
TRUSS TO DOUBLE
BOTTOM PLATE, SLIT
FLOOR DECKING TO
ACCOMMODATE
STRAP
2x RIBBON OR
BLOCKING w/ (4) 16d
OR (3) 16d TOENAILS
TRUSS PER PLAN
FLOOR TRUSS TO GIRDER CONNECTION
3/4"=1'-0"
U z �) o
t F,z-
LSEE FRAMING PLAN Zw = U 0
FOR FLOOR,ia . n
CONNECTIONly-
T �1
FLOOR GRIDER OR U �}�u
BEAM 0
U)
0
L
HEADER CONNECTION @ 2nd FLOOR HIGH FBM o
3/4"=1'-0" n s
LU f
ry
U
� ) vJ z
_ LD ��
[_Y J
W � 0)
❑ vi
N R
5002 I C
0 — 0 F:13
0 J W— mr-5
C) g
O � Zo Qa��� E
0
L- O ? C4
r LU'®J�
J O U
�-
w F—
z
IJ
U W
J;
W i
0 j
Z I
z
o z'
zWz
Z0
�-
®�
z
a�0.
Q I
N
I.
J Uj LL.
wU ®Q ®--
Q9 � X
w O F- F"
❑
W n
W
i.
STRUCTURAL ENG: CFG / BAD
U DRAFTING:
J\�p�NG R � STRUCT: AML
Q QC CHECK: CC I
Z JOB No. TM - 2151906
v- - -- -- --
t� LU
����,-�� ❑ SCALE: AS INDICATED
{� LU DATE: 03-21-16 I
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
2x BRG WALL W/
SIMPSON SP2 @ TOP &
SPI @ BASE. LSTA18 (2) 2x BASE PLATE w/
OR MT312 MAY BE (2) 12d NAILS @ 12"
USED @ BASE O.C. USE SIMPSON
EXTERIOR SHEATHING MTS12 OR LSTA18 TO
ATTACH PER NAILING \ 2x BLOCKING W/ (2) 12d BLOCKING BELOW. -
SCHEDULE NOT REQ'D IF STUD IS
TOENAILS EACH END
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 fisi'
SECTION @ 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" r
3-1/2" (8 TOTAL)
SIMPSON SDS
SCREWS
1/2"= 1 1-01.
""" "" OTHERS
LEDGER AT GIRDER
NOT USED
PLAN r
ISIMPSON H2.5 EA.
TRUSS
Z PLAN
1-1/2"=1'-0"
2x BRG WALL W/
o
SIMPSON SP2 @ TOP &
CONNECTED w/ MTS12
SPI @ BASE. LSTA18
O.C. MAX (U.N.0.)
OR MTS12 MAY BE
2x BASE PLATE W/ (2)
OR LSTA18
MSTAM24 EA. SIDE
WALL IS CONT. BRG ON
EA. STUD TO WALI
12d NAILS @ 12" O.C.
ELOW W/ (9) 10d
w/ LSTA18 @ 16" O.C.
NAILS AND (5) 1/4".
rO TRUSS BELOW)
3/4" TAPCONS PEF
2x BLOCKING W/ (2) 12d
TRAP; CENTER
ATTACHED PER
STRAP BETWEEN
3/4" FLOOR SHEATHING
TOENAILS EACH END
SHEATHING PER
FRAME WALL
FLOOR TRUSS PER
ATTACHED PER
PLAN
®
DETAIL WF10/SD4
(2) 12d TOE NAILS
U
SEE FLOOR PLAN
NAILING SCHEDULE
(2) 2x4 #2 SYP
1
EACH END
�5
(2) 2x4 #2 SYP
1
O
r
SEE LD02/SD4 FOR
BLOCKING w/ SIMPSON
2x8 #2 SYP P.T. SILL
FOR MORE INFO
MORE INFO.
BLOCKING w/ SIMPSON
1
PLATE w/ 1/2" EPDXY
1
HUC24-2 EACH END,
ANCHOR BOLT OR
C:1
U-)
I
HUC24-2 EACH END,
J -BOLT W/ MIN. 7"
1
1
i U~�
USE (4) 10d & (2) 10d
EMBED. @ 32" O.C. & 3"
2x8 #2 SYP P.T. SILL
ALL THREAD ROD '
USE (4) 10d & (2) 10d
PLATE W/ 1/2" EPDXY
@ 48" O.C.; SEE
NAILS. UNDER
ANCHOR BOLT OR
FOUNDATION DETAILS _
1
SHEATHING TO
NAILS. UNDER9EEPLAN
FOR CONNECTION @ `
90
WINDOW JAMBS ONLY
EMBEDMENT @ 32"
BASE
WINDOW JAMBS USE
PLATE 1 1/4" (MIN.)
O.C. & 3" FROM EACH
(2) 2x6 w/ HUC26-2.
LOW ROOF TRUSS SEE
LOW ROOF TRUSS SEE
IV
FLOOR TRUSS PER
TRUSS PLAN FOR
TRUSS PLAN FOR
_
"H
PLAN
CONNECTIONS (IF
CONNECTIONS
O.C. WALL SHEATHING
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.)
SECTION @ RAISED HEEL TRUSS fisi'
SECTION @ 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" r
3-1/2" (8 TOTAL)
SIMPSON SDS
SCREWS
1/2"= 1 1-01.
""" "" OTHERS
LEDGER AT GIRDER
NOT USED
PLAN r
ISIMPSON H2.5 EA.
TRUSS
Z PLAN
1-1/2"=1'-0"
2x BRG WALL W/
o
SIMPSON SP2 @ TOP &
2x8's MIN. SPF #2
SPI @ BASE. LSTA18
O.C. MAX (U.N.0.)
OR MTS12 MAY BE
O.C. - SEE FRAMING
USED @ BASE.(WHEN
MSTAM24 EA. SIDE
WALL IS CONT. BRG ON
EA. STUD TO WALI
TRUSS STRAP STUDS
ELOW W/ (9) 10d
w/ LSTA18 @ 16" O.C.
NAILS AND (5) 1/4".
rO TRUSS BELOW)
3/4" TAPCONS PEF
3/4" FLOOR SHEATHING
TRAP; CENTER
ATTACHED PER
STRAP BETWEEN
NAILING SCHEDULE
MASONRY WALL A
SHEATHING PER
FRAME WALL
FLOOR TRUSS PER
{
PLAN
®
SEE PLAN
OL
SEE ARCHS FOR
URRING AND
INTERIOR FINISH
MASONRY (SHOWN) MASONRY WALL P
OR WOOD WALL PER PLAN
PLAN
1/2"=11-011
2
EXT. SHEATHING 2x4 NAILER W/ (2)
J MIN SPF #2 @ 16" - ATTACH PER NAILING 10d NAILS an 16" O
EXT. FINISH PER
o
lm
EXTERIOR SHEATHING
FROM TOP OF WALL
ARCHS
O.C. - SEE FRAMING
Z)
SCHEDULE
—
-- NAILING SCHEDULE
PLAN FOR MORE INFO.
SIMPSON H2.5 EA. —�....\
I
2x4 STUDS @ 16" O.C.
TRUSS
SCHEDULE
2x4 BLOCKING
TRUSS PER PLAN
_
`
SHEATHING PER
BETWEEN STUDS W/
Z OF0
{
1/2" GYP. BOARD `'
®
DETAIL WF10/SD4
(2) 12d TOE NAILS
U
SEE FLOOR PLAN
Z zb�
1
EACH END
�5
SIMPSON H1 OA @
1
O
r
SEE LD02/SD4 FOR
EACH DIAGONAL
2x8 #2 SYP P.T. SILL
FOR MORE INFO
MORE INFO.
BRACE
1
PLATE w/ 1/2" EPDXY
1
ANCHOR BOLT OR
C:1
U-)
I
J -BOLT W/ MIN. 7"
1
1
i U~�
EMBED. @ 32" O.C. & 3"
2x8 #2 SYP P.T. SILL
ALL THREAD ROD '
FROM EA.END
PLATE W/ 1/2" EPDXY
@ 48" O.C.; SEE
1
ANCHOR BOLT OR
FOUNDATION DETAILS _
1
SHEATHING TO
J -BOLT W/ MIN. 7"
FOR CONNECTION @ `
OVERLAP BOTTOM
EMBEDMENT @ 32"
BASE
P—
PLATE 1 1/4" (MIN.)
O.C. & 3" FROM EACH
END
LU
2x4 BOTTOM PLATE,
(1) ROW 8d NAILS @ 3"
_
"H
IF SHEATHING IS NOT
CONNECT TO DOUBLE
2x STUDS SEE PLAN
O.C. WALL SHEATHING
1
CONTINUOUS TO BASE
TOP PLATE W/ 16d
TO BOTTOM PLATE
"
PLATE, SP8 TOP AND
NAILS @ 6" O.C.
o
1x PT NAILER AS REQ'D
BOTTOM ARE REQ'D
CONT. #5 IN TIE BEAM
LU
�
1
1
�
(1) ROW 8d NAILS @ 3"
(2) 2x4 TOP PLATE
;
^.
O.C. WALL SHEATHING
EXT. FINISH PER
o;
1
TO BOTTOM PLATE
I
2x BEARING WALL
BELOW
ARCHS
w
1
C.M.U. WALL PER PLAN WITH ROOF LOAD
WALL SPLICE DETAILS fiF1'
SECTION @ OPEN TO ABOVEF1 BRACING @ 2 STORY FRAME WALL
EXTERIOR SHEATH(""'
FROM TOP OF WALI
TO BOTTOM OF SILI
PLATE ATTACH PEF
NAILING SCHEDULE
ROOF SHEATHING
ATTACH PER NAILII`
SCHEDULE
PRE-ENGINEERED
TRUSS PER PLAN
<6 #2 SYP CONT.
EDGER W/ (2) %4"x3-1/2"
DS WOOD SCREWS @ _
i" O.C. MAX. & 3"
r-F\OM EA. END - USE
_� (3) SCREWS FOR 24" I SIMPSON LUS26. OF
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 NAILS) G.T. USE (4)
ID03� LEDGER @ OPEN TO BELOW
24 #2 SYP CONT.
LEDGER W/ (2) %4"x3-1/2" I SIMPSON LUS26. USE
a '- SDS WOOD SCREWS @
RECESS LEDGER INTO LUS26-2 FOR 2PLY
TRUSS. VERIFY W/ - 16 O.C. MAX. & 3 TRUSS
(TRUSS SHOP _ FROM EA. END - USE (3) I
(DRAWINGS 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 RECESSLEDGERG.T. USE (4)16d NAILS)
LEDGER @ LOW ROOF
3/4"=1'-0"
1-112"=12-0"
2x8 #2 SPF MIN STUDS
@ 16" O.C. PER PLAN
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
WINDOW SEE PLAN
FOR LOCATION
2x BLOCKING w/ (2) 12d
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
PLAN FOR MORE INFO
i—�8
SEE PLAN FOR
TRUSS DIRECTION
& MORE INFO
<4 : FLOOR TRUSS; SEE
FRAMING PLAN FOR
DIRECTION AND
CONNECTION DETAIL
MASONRY WALL PER
PLAN
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 I D02/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"
1/'i A •J- I1L )11V1t';�>UIN
SDS SCREW v 16" O.C.
2x4 BLOCKS, (2) 16d
NAILS @ EACH END.
BLOCK ADJACENT
BAYS @ EACH
DIAGONAL AS SHOWN.
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
rO DIAGONAL W/ (2)
16d NAILS
TRUSSES PER PLAN
WALL BRACING @ 48"
O.C. MAX. 45° FROM
HORIZONTAL (+/- 100)
BRACE NOT REQUIRED
6' FROM EAVES.
o
lm
EXTERIOR SHEATHING
PLATES U.N.O.
FROM TOP OF WALL
z
TO BOTTOM OF SILL
Z)
PLATE ATTACH PER
—
-- NAILING SCHEDULE
ROOF SHEATHING —
SIMPSON H2.5 EA. —�....\
I
ATTACH PER NAILING
I
TRUSS
SCHEDULE
PRE-ENGINEERED —
TRUSS PER PLAN
24 #2 SYP CONT.
LEDGER W/ (2) %4"x3-1/2" I SIMPSON LUS26. USE
a '- SDS WOOD SCREWS @
RECESS LEDGER INTO LUS26-2 FOR 2PLY
TRUSS. VERIFY W/ - 16 O.C. MAX. & 3 TRUSS
(TRUSS SHOP _ FROM EA. END - USE (3) I
(DRAWINGS 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 RECESSLEDGERG.T. USE (4)16d NAILS)
LEDGER @ LOW ROOF
3/4"=1'-0"
1-112"=12-0"
2x8 #2 SPF MIN STUDS
@ 16" O.C. PER PLAN
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
WINDOW SEE PLAN
FOR LOCATION
2x BLOCKING w/ (2) 12d
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
PLAN FOR MORE INFO
i—�8
SEE PLAN FOR
TRUSS DIRECTION
& MORE INFO
<4 : FLOOR TRUSS; SEE
FRAMING PLAN FOR
DIRECTION AND
CONNECTION DETAIL
MASONRY WALL PER
PLAN
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 I D02/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"
1/'i A •J- I1L )11V1t';�>UIN
SDS SCREW v 16" O.C.
2x4 BLOCKS, (2) 16d
NAILS @ EACH END.
BLOCK ADJACENT
BAYS @ EACH
DIAGONAL AS SHOWN.
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
rO DIAGONAL W/ (2)
16d NAILS
TRUSSES PER PLAN
WALL BRACING @ 48"
O.C. MAX. 45° FROM
HORIZONTAL (+/- 100)
BRACE NOT REQUIRED
6' FROM EAVES.
T
o
lm
PLATES U.N.O.
rir
z
Z)
W
00
r
1W
LO
(2) 2x HEADER
T
o
lm
PLATES U.N.O.
rir
z
Z)
i @
1W
(2) 2x HEADER
p
Z OF0
{
Z
°
®
i CL
m
U
SEE FLOOR PLAN
Z zb�
1
1
�5
�-
1
O
r
1
FOR MORE INFO
ou
1
1
1
Fy
C:1
U-)
I
1
1
i U~�
1
1
1
1
1
W
P—
i
LU
o
2x STUDS SEE PLAN
1
I
o
�
I
LU
�
1
1
�
�
z
;
1
1
1
BELOW
w
1
1
rY
�
1
I
I IJ
1
1
1
B
1
1
` � Qvvoovovvo® �y/►�'j Off. � d'
ape 41. ®i CJ
C', . L' e z
(2) 2x SPF TOP 5 did (U — g -A
i
lm
PLATES U.N.O.
rir
z
Z)
�o�$n
1W
(2) 2x HEADER
p
Z OF0
{
Z
°
®
1
U
SEE FLOOR PLAN
Z zb�
1
1
�5
TM
1
Q': w-
r
1
FOR MORE INFO
1
1
1
I
1
1
1
1
1
1
1
2x STUDS SEE PLAN
1
1
1
1
STUDS ABOVE ARE
ALIGNTO W/ STUDS
;
1
1
1
BELOW
1
1
1
1
1
1
1
1
1
B
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2x SPF BASE
1
PLATE
1
1
1
PRE-ENGINEERED
1
E
D
1
1
FLOOR SYSTEM
1
KNEEWALL OR BEAM
1
(2) 2x SPF TOP
1
PLATES U.N.U.
1
1
1
1
1
1
1
1
1
1
1
(2) 2x HEADER
1
1
1
SEE FLOOR PLAN
1
1
1
1
FOR MORE INFO
1
1
2;c STUDS SEE PLAN
STUDS ABOVE ARE TO
1
1
1
1
ALIGN W/ STUDS BELOW
1
1
B
1
1
1
1
1
1
1
1
2x P.T. BASE PLATE
SEE BEARING SCHED.
1
FCDR A.B. INFO
1
1
A
1
1
1 1
1
L!
U
"' )
z
Z)
�o�$n
1W
p
Z OF0
{
Z
°
®
J v�i►_`zno
a6pgv
U
Z zb�
OOL6
�5
TM
O
Q': w-
r
1 SEE FOUND. PLAN FOR FTG. REQ. 1 1 1 = W Z w g e
I- J 0 Q
i--
QA 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP F—
SCHEDULE ON FLOOR PILANS FOR PLATE TO HEADER WITH L STA12 BENT OVER
MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d o W
NAILS INTO HEADER LL
IF PORTIONS OF THIS WALL p
SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 13T ARE EXTERIOR, PROVIDE EXT. U U)
KINGS # OF STUDS TO KLATCH D FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER <
BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO z
BOTTOM OF FLOOR SYSTEM ❑
LU
O IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY 0
O
UNDER 2ND STORY COLUMNS, PROVIDE I
SOLID BLC,OKING WITHIN FLOOR SYSTEM
2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z p
O z
0 h on,
z_
r
w Z
O
_ ®00® i.
I_ LO
l
O 0 Z
❑ ILL° — --�
LL,
IM
(D )
w O F-
W �
n
w
!Y
STRUCTURAL ENG: CFG / BAD
b bf2AFTING:
D
ry
F-
-S TRUCT: AML
�"G J QC CHECK: CC
Z JOB No. TM - 2151906
---
SANFORD a SCALE: AS INDICATED
01
, ' DATE: 03-21-16
:ff I 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.