HomeMy WebLinkAbout35968 Saddle Palm WayGENERAL CON5TRUCTION NOTE5:
CHAPTERS AND 5ECTION5 REFER TO F13LR - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNE55 ARE
TO BE CONSIDERED "NOMINAL DIMEN51ONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE55 OTWERW15E NOTED.
OCCUPANCY AND GON5TRUCTION TYPE:
THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION.
EXTERIOR WALL ENVELOPE:
BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1011.4 OF THE F.15LANILDING BY PROVIDING ALL DETAILS LISTED UNDER TH15 5ECTION, INCLUDING BUT
NOT LIMITED TO, THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE516TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED.
CEILING CON5TRUCTION
THE GARAGE SHALL BE SEPARATED FROM THE RE51DENCE AND IT5 ATTIC AREA BY NOT LE55 THAN 1/2 INCH (121 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGE5 BENEATH
HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HA51TABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.5 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A
FLOOR -CEILING ASSEMBLY, THE STRUCTURE 5UPPORTING THE SEPARATION SHALL AL60 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH
FB.CR - bTH EDITION (2011) RX2h AND TABLE R302h. ATTACHMENT OF GYPSUM 50ARD SHALL COMPLY WITH TABLE R1023.5.
EXTERIOR FIN15HE5:
INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.BLR - 6TH EDITION (2011) R103.1.1 AND A51M C IM3, ALL LATH AND LATH ATTACHMENTS SHALL BE
OF CORRO51ON-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAYING A 1/16 INCH HEAD, OR 1/8 INCH LONG I(o GAUGE STAPLES
SPACED NO MORE THAN 6 INCHES, OR AS OTHERUJ15E APPROVED. THICKNE55 OF TEXTURED FIN15H OYER FRAME APPLICATION TO BE PER FBLR - 6TH EDITION (2011) R103.12 AND ASTM C Tb.
PER F.BLR bT4 EDITION (2011) R103.111 WEEP 5CREED5 SHALL BE A MINIMUM NO. 2(o GALVANIZED SWEET GAUGE CORRO51ON-K515TANT WEEP 5CREED OR PLASTIC WEEP 5CREED WITH A MINIMUM
VERTICAL ATTAG41ENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALL5 IN ACCORDANCE WITH ASTM C �2b. THE WEEP 5CREED SHALL BE
PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL
COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER F.B.CR 6TH EDITION (2011) R103-13 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL
INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYER$ OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER F.B.C.R. 6TH EDITION (2011) R103.15 OR N
AC=ANCE WITH ASTM C 926.
5TUCCO CONTROL JOINT5.
STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (114.1 T4RU 1A4.4) AT FRAMED WALL$ TO DELINEATE AREAS NOT MOPE THAN 144 5F, AND DELINEATE AREAS NOT MORE THAN 100
5F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINT5 SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 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 FRAMES SHALL BE
CONSIDERED AS CONTROL JOINTS.
EGRE55:
EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGIRE65 CODES, IF THERE 15 NO ACCE56 TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING
HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM.
FLA5HING:
1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENIN615-
2. APPROVED CORRO5ION-RE515TANT 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
THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED GORRO51ON-RE516TANT FLASHING SHALL BE
INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4.
WINDOW IN5TALLATION:
1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE
MANUFACTURER FOR EACH WINDOW.
2. IF STRUCTURE 15 IN A WIND-5ORNE DE5RI5 ZONE, AND REQUIRES PROTECTIVE 5HUTTER5 OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE
METHOD 15 TO BE USED.
DWELLING / GARAGE OPENING5:
THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNE55,50LID CORE (5.C.) OR HONEYCOMB CORE STEEL DOORS
NOT LESS THAN 13/811 THICK, OR 20 MINUTE FIRE RATED DOORS.
FLOOD ZONE REQUIREMENT5:
PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY,
A5PHALT 5HINGLE5 (IF APPLICABLE):
1. WIND K515TANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 NALL BE INSTALLED IN ACCORDANCE WITH SECTION RW52.6 AND RW52.6.1.
2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNITS
HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYINIG WITH A5TM 1) 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE 11 OR
TYPE IV OR ASTMI D 615116 REQUIRED IN ACCIORDANCE WITH SECTION RW5.11 FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF
UNDERLAYMENT COMPLYING WITH A6TM D 226, TYPE 11, AbTM P 486s, TYPE Iv OR A5TM D 615116 REMIRED IN ACCORDANCE WITH SECTION Mil.
CLAY AND NCRETE TILE (IF APPLICABLE);
THE INSTALLATI OF CLAY AND CONCRETE TILE PER FJ3.CJZ - 6TH EDITION (2011) RW53 SHALL 13E IN ACCORDANCE WITH THE MMUFACTURER'6 IN5TALLATION INSTRUCTIONS, OR
RECOMMENDATIONS OF FR5AfTRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAw 15 DETERMINED IN ACCORDANCE WITH SECTION R301213
OR THE RECOMMENDATIONS OF RA5 118,119 OR 120. REQUIRED UNDERLAYMENT PER FBLR - bTI4 EDITION (2011) RW533 SHALL CONFORM WITH ASTM 1) 226, TYPE 11; ASTM D 2b2b, TYPE 11; OR ASTM
D 1510 OR ASTM D 63M, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WINE) CONCRETE AND CLAY ROOF TILE
INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAw 15 DETERMINED IN ACCORDANCE WITH SECTION R301213 OR THE REC"ENDATION5 OF RAS 118, 115 OR 120.
CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE):
WHEN STANDARD OR OPTnAL FIREPLACE 16 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN
THE ROOF OR RIDGE THAT 16 104" AWAY OR CLOSER.
TU15 AND 5HOWERAREA5:
CEMENT, F15ER-CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN 50ARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR C1116 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER
RECOMMENDATION6 SHALL BE USED AS BACKERS FOR WALL TILE IN TU5 AND SHOWER AREAS, AND WALL PANELS IN 6HOWIER AREAS.
TERMITE PROTECTION:
1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATIW-, CONCRETE 6LAB-ON-GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 601L TREATMENT 16 USED FOR
SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51M A NON-GORRO51VE CLAMPING DEVICE TO
ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED IN51DE THE SLEEVE.
2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWN5POUT5 5HALL DISCHARGE AT LEAST I FOOT
(306 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDE%ROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWN5PCUT5 ARE REQUIRED ON ALL BUILDING5 WITH
EAvE5 OF LE65 THAN b INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF A50VE ANOTHER ROOF.
MECHANICAL AND HVAC:
1. ENE%Y CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT To TH15 PLAN SET AT THE TIME OF APPLICATION FOR
PERMIT.
2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCE5, OR ANY OTHER
PIPING OR DUCTS NOT CONNECTED To THE APPLIANCE BEING INSPECTED, SERVICE), REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 NCHE5 (10 mm) DEEP AND 30 INCHES
(162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE.
3. DUCT5 IN THE GARAGE AND DUCTS PENETRATING THE WALL5 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48mm) SHEET STEEL
OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENING5 INTO THE GARAGE.
4. FOUNDATION$ AND 5UPPORT5 FOR OUTDOOR MECHANICAL SYSTEM SHALL BE RA15ED AT LEAST 3 INCHES (19 mm) A50VE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE
MANUFACTURER'6 INSTALLATION INSTRUCTIONS.
5. AUXILIARY DRAIN PAN. CATEGORY Iv CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY 13UILDING COMPONENT WILL OCCUR A6 A RESULT
OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION5 M14113.
EXHAU5T FAN5 AND VENTING:
1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAL15TED INTO AN ATTIC, SOFFIT, RIDGE
VENT OR CRAWL SPACE.
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENGE OR TO ANOTHER DUELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY To THE
OUTDOORS. EXHAUST AIR FROM BAT44ROOMS AND TOILET ROOMS $HALL NOT DWHAF6E INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN61DE THE BUILDING.
3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH
EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET
(1524 mm) FOR EACH W DEGREE (116 RAD) 5END. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT, EXCEPTION - WHERE A CLOTHE6 DRYER 5005TER FAN 15
INSTALLED AND L15TED ME) LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH
THE 5005TER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15
LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT To WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15
EQUIPPED WITH A REMOTELY LOCATED 500STER FAN."
4. PROVIDE LOUVER DEVICES AT INTAKE AND EXH95T LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC.
ATTENTION GENERAL CONTRACTOR / BUILDER-
155UANCE OF PLAN$ FROM TH15 DRAFTER'5 OFFCE SHALL NOT RELIEVE THE BUILDER OF RE5PON5115ILITY To REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE To APPLICABLE
BUILDING CODES PRIOR To COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CIREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLJCABLE BUILDING CODES $HALL BE BROUGHT
To THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV16ION5 OR CHANGES, NOT RELATED TO THE
CORRECTION OF ERRORS THAT AIRE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE To THESE PLANS BY ANY
OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE.
REV. 12-31-2011
REVISION LOG
10/4/18
1.0
CREATED
LOT
SPECIFIC
PLAN
ELEVATION
"A" GARAGE
RIGHT
LOT 06 BLOCK 05 SILVERADO
35968 SADDLE PALM WAY
ZEPHYRHILLS, FL 33541
Ai'LL\NORK SHALL rO�ApLy WITH '��EVAIL14G
CODES FLORIT, A �70LUIPAG COIDE,
coDE,
N IONAL F-LF-C-' -
AT -rtiYRHlLLS
AND 'THE CITY A`
ORDINANCES
M
Rr--VIE\N L)�\TF--.
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PONS F-YAM-ft
MININI
LE N NARM
2485 � RIGHT
INDEX OF DRAWINGS
SHT. NO.
DESCRIPTION
cs
COVER SHEET
1
FLOOR PLANS
2
INTERIOR ELEVATIONS
3
EXTERIOR ELEVATIONS
4
ELECTRICAL PLANS
5
ROOF PLANS
6
FOUNDATION PLANS
7
ROOF FRAMING PLANS
8
LINTEL PLAN AND DETAILS
SN
STRUCTURAL NOTES
SNI
DETAILS
S3
DETAILS
S4
DETAILS
-;Lu U
c;
S5
DETAILS
%
SS
RETROFIT DETAILS
pi
#Ili, I I 0).�.l I I
WP WATERPROOFING DETAILS
PA1.0 PRODUCT APPROVAL NUMBERS
PAI. 1 PRODUCT APPROVAL NUMBERS
PA1.2 PRODUCT APPROVAL NUMBERS
PA1.3 PRODUCT APPROVAL NUMBERS
®rja�
DAVIS BEWS
DESIGN GROVP
W SrATE STILMr EAST
OUXMAR, RXRMA 34677
813. 925.1300 TEL
813. 925.18400 FAX
VVVVW.DAVV93EWS.00M
TAMPA 9 E3Er*PvE34-
EESr 1994
Iloilo
VORTEx ENGINEERING, LLC.
607 S. ALEXANDER ST., SUITE 103
PLANT CITY, FLORIDA 33563
813.704.4842
COA 28035
PAUL D. KIDWELL, P.E. #52683
ANDREW J. MEISHEID, P. E. #83217
I HEREBY CERTIFY THAT I HAVE REVIEWED THE
ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE
WITH SECTION R301 OF THE FLORIDA BUILDING CODE,
RESIDENTIAL 6TH EDITION (2017).
THE ENGINEER HAS NOT REV EWED THE
PRE-ENGINEERED TRUSS MANUF. LAYOUTTO
DETERMINE ANY LOAD BEARING CONDITIONS AND
RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER
TRUSS LOAD INFORMATION IS SUPPLIED TO THE
ENGINEER.
SEALED FOR STRUCTURE ONLY
I ABBREVIATIONS 11
AFF.
ABOVE FNIS14 FLOOR
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WINDOW SCHEDULE
WINDOW
SIZE
BILK OPNG
BLK OPING
MULLED PAIRS
SH12
20 X 26
SH13
20 X 38 3/8
SH14
20 X 50 5/8
SH145
20 X 57
SH15
20 X 63
SH16
20 X 72
SH 1/2 32
27 1/2 X 26
SH 1/2 33
27 1/2 X 38 3/8
SH 1/2 34
27 1/2 X 50 5/8
SH 1/2
27 1/2 X 57
SH 1/2 35
27 1/2 X 63
SH 1/2 36
27 1/2 X 72
SH22
37 3/4 X 26
75 X 26
SH23
37 3/4 X 38 3/8
75 X 38 3/8
SH24
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75 X 50 5/8
SH245
37 3/4 X 57
75 X 57
SH25
37 3/4 X 63
75 X 63
SH26
37 3/4 X 72
75 X 72
SH32
54 X 26
107 1/2 X 26
SH33
54 X 38 3/8
107 1/2 X 38 3/8
SH34
54 X 50 5/8
107 1/2 X 50 5/8
SH345
S4 X 57
107 1/2 X 57
SH35
54 X 63
107 1/2 X 63
SH36
54 X 72
107 1/2 X 72
TYPICAL WOOD FRAMED
WINDOW SCHEDULE
WINDOW
SIZE
WOOD OPING
WOOD OPING
MULLED PAIRS
SH12
18 1/2 x 25 1/4
SH13
18 1/2 x 37 3/4
SH14
18 1/2 x 50
SH145
18 1/2 x 56 1/4
SH15
18 1/2 x 62 1/4
SH16
18 1/2 x 17 1/4
SH 1/2 32
25 3/4 X 25 1/4
SH 1/2 33
25 3/4 X 37 3/4
SH 1/2 34
25 3/4 X 50
SH 1/2
25 3/4 X 56 1/4
SH 1/2 35
25 3/4 X 62 1/4
SH 1/2 36
25 3/4 X 711/4
SH22
36 1/4 X 25 1/4
73 1/2 X 25 1/4
SH23
36 1/4 X 37 3/4
73 1/2 X 37 3/4
SH24
36 1/4 X 50
73 1/2 X 50
SH245
36 1/4 X 56 1/4
73 1/2 X 56 1/4
SH25
36 1/4 X 62 1/4
73 1/2 X 62 1/4
SH26
36 1/4 X 711/4
73 1/2 X 711/4
SH32
52 1/2X 25 1/4
105 3/4 X 25 1/4
SH33
52 1/2X 37 3/4
105 3/4 X 37 3/4
SH34
52 1/2 X 50
105 3/4 X 50
SH345
52 1/2 X 56 1/4
105 3/4 X 56 1/4
SH35
52 1/2 X 62 1/4
1 105 3/4 X 62 1/4
SH36
52 1/2 X 71 1/4
1 105 3/4 X 711/4
TYPICAL SLIDING
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SLIDING
GLASS DR.
BILK OPNG
WD FRAME
OPNG
5068
62 X 81 1/4
60 3/8 X 80 3/4
6068
74 X 81 1/4
72 3/8 X 80/3/4
8068
98 X 811/4
96 3/8 X 80 3/4
9068
1087/8 X 81 1/4
107 1/4 X 80 3/4
10068
122 3/4 X 81 1/4
121 X 803/4
12068
146 3/4 X 81 1/4
145 X 80 3/4
16068
194 3/4 X 81 1/4
193 X 80 3/4
80 HIGH DOORS
ARE 97 1/4
80 HIGH DOORS
ARE 96 3/4
TYPICAL BI-FOLD
DOOR SCHEDULE
BIFOLD
SIZE
ROUGH
OPNG
1/6
19 1/4"
1/8
21 1/4"
2/0
25 1/4"
2/4
29 1/4"
2/6
31 1/4"
2/8
33 1/4"
3/0 (2 DOOR)
37 1/4"
3/0 (4 DOOR)
37 1/4"
4/0
4911
5/0
6111
6/0
73"
SH 1/2 36
27 1/2 X 72
EGRE55 NOTE:
EACH BEDROOM MUST HAVE ONE WINDOW THAT
COMPLIES WITH EGK55 CODE5, IF THERE 15 NO
ACCE55 TO EXTERIOR THROUCGH A DOOR. THE
WINDOW MUST HAVE A MAXIMUM OPENIWj HE16HT
OF 44" ABOVE FIN16H FLOOR LINE OF THAT
PARTICULAR ROOM
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PLIES PER TYP. DETAIL 1/65." ANCHOR
WITH HTT4 AT BASE.
FOUR (4) 2X4 DUILT-UP COLUMN. NAIL
PLIES PER TYP. DETAIL `8/55." ANCHOR
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HEADER SIZE
REMARKS
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LOAD BEARING WALL W/ UPLIFT
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STUD
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LOCAnON
R-VAIJE / TYPE
EXT. CONIC. WALL
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EXT. FRAME 2x6
R-19 KRAFr FACE
CONDMONED CLG.
R-30 BLOWN -IN
MGTALL BAFFLE AT EAVE)
GARAGE SEPARATION
R-11/R-13 KRAFT FACE
I
(iGARAGE / UVW
I
LIVING 2443 5F,
GARAGE (03(o 5p,
ENTR`T- (03 5F.
TOTAL 6Q. FT. 3142 5.F.
FLOOR PLAN - A
5CALE, 1/4" -- V-0"
DAVIS BEWS
DESIGN GROVP
LSO SrATE SllkEEr EAST
OU3WAR, RjOMA 346n
813. 925.1300 TEL
813. 925. 1800 FAX
VrWWDAV9iBENVSJC.CM
T,AA4PA o E>ENrvlEP_
EST IW4
VORTEx ENGINEERING, LLC.
607 S. ALEXANDER ST., SUITE 103
PLANT CITY, FLORIDA 33563
813.704.4842
COA 28035
PAUL D. KIDWELL, P.E. #52683
ANDREW J. MEISHEID, P. E. #83217
I HEREBY CERTIFY THAT I HAVE REVIEWED THE
ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE
WITH SECTION R301 OF THE FLORIDA BUILDING CODE,
RESIDENTIAL 6TH EDITION (2017).
THE ENGINEER HAS NOT REVIEWED THE
PRE-ENGINEERED TRUSS MANUR LAYOUT TO
DETERMINE ANY LOAD BEARING CONDITIONS AND
RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER
TRUSS LOAD INFORMATION IS SUPPLIED TO THE
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607 S. ALEXANDER ST., SUITE 103
PLANT CITY, FLORIDA 33563
813.704.4842
COA 28035
PAUL D. KIDWELL, P.E. #52683
ANDREW J. MEISHEID, P.E. #83217
' HEREBY CERTIFY THAT I HAVE REVIEWED THE
ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE
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THE ENGINEER HAS NOT REVIEWED THE
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VORTEx ENGINEERING, LLC.
607 S. ALEXANDER ST., SUITE 103
PLANT CITY, FLORIDA 33563
813.704.4842
COA 28035
PAUL D. KIDWELL, P.E. #52683
ANDREWJ. MEISHEID, P.E. #83217
I HEREBY CERTIFY THAT I HAVE REVIEWED THE
ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE
WITH SECTION R301 OF THE FLORIDA BUILDING CODE,
RESIDENTIAL 6TH EDITION (2017).
THE ENGINEER HAS NOT REVIEWED THE
PRE-ENGINEERED TRUSS MANUF. LAYOUT TO
DETERMINE ANY LOAD BEARING CONDITIONS AND
RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER
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ELECTfRICAL <E"�
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
P WEATHERPROOF DUPLEX OUTLET
�EkFl GROUND FAULT INTERRUPTER DUPLEX OUTLET
�$ HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
_t3 THREE-WAY SWITCH
14 FOUR-WAY SWITCH
$ D DIMMER SWITCH
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
WALL MOUNTED INCANDESCENT LIGHT FIXTURE
RECESSED INCANDESCENT LIGHT FIXTURE
C. LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
f� EXHAUST FAN
EXHAUST FANLIGHT COMBINATION
®D ELECTRIC DOOR OPERATOR (OPTIONAL)
® CHIMES (OPTIONAL)
O PUSHBUTTON SWITCH (OPTIONAL)
® CARBON MONOXIDE DETECTOR
® SMOKE DETECTOR (ARC -FAULT)
SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT)
TELEPHONE (OPTIONAL)
0 TELEVISION (OPTIONAL)
Q THERMOSTAT
P1 ELECTRIC METER
Jm& ELECTRIC PANEL
-=,- DISCONNECT SWITCH
® SPEAKER (OPTIONAL)
cU1> ROUGH -IN FOR OPT. CEILING FAN
v J
c, CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/
G J ROUGH -IN FOR OPT. CEILING FAN
NOTES -
I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRID AS INDICATED
ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES.
2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE
FOLLOWING HEIGHTS ABOVE FINISHED FLOOR -
SWITCHES .... 42"
OUTLETS ..... 14'
TELEPHONE ... 14" (UNLESS ABV COUNTERTOP)
TELEVISIOR .14'
3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND SHALL BE EQIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOMS,
DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION
ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION
TYPE AF.C.I. DEVICE AND TAMER -PROOF RECEPTACLES PER NE.C. 2014 406.7 AND
40613
5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY
ROOMS SHALL BE GFL1. PROTECTED IGF.U.
6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL
ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NFPA 10, NE.C. 2014, FE:CR. - 6TH
EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE,
FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIC" CARBON
MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING
PURPOSES.
8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE 15UILDNG WIRING WHEN
SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE
BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE
LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
W.P.
ELEC.
METER
MAIN DISCONNECT METER
COMBO - SQUARE D
REFER TO FLOOR
PLAN FOR NOTED MAIN DISC.
AMPS. REQUIRED
UNDERGROUND
SERVICE BY
POWER COMPANY
4/0 ALU. CABLE
A/C
DISC.
TYP.
INSIDE
PANEL
M4 AND 12 COPPER TO
LIGHTS AND OUTLETS
V COPPER TO
WATER HEATER
08 COPPER TO RANGE
04 COPPER TO 5/8" GROUND ROD
ALSO SERVICE TO BE BONDED
TO FOOTING STEEL
ELECTRICAL RISER DIAGRAM
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.
COACH LIGHT
OR PRE -WIRE
AS PER SPECS
COACH LIGHT
OR PRE -WIRE
AS PER SPECS
ELECTRICAL PLAN - A
DAVIS BEWS
DESIGN GROVP
150 STATE STPJ T EAST
OLDGAM, RjORmA 34M
813. 925. L300 TEL
813.925.1800 FAX
V;WWDAV&S8EWSC0M
TAMPA • DHNVER
ES .1994
VERSiUN NU.
1.0
EXTENDED
OVERHANG
CENTERED
56D.
ROOF PLAN - A
SCALE: 1/4" -- 1'-0"
OVERNAW3
ruxoa
MAIN ROOF
VENT REQUIREMENTS
VENTILATION CALCULATIONS
ATTIC AREA = 3143 SQ. FT. / 300 =10.48 SQ. FT.
i
X 144 = 1509 SQ. IN.
:w
—
w ; Q _
HALF AT UPPER 2/3 ROOF VENTS = 754.32 SQ. IN.
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LINEAR FEET OF RIDGE VENT = 12 LINEAR FT.
�'�i
# OFF -RIDGE ROOF VENTS REQUIRED = 4
6'c/
OF`CV♦�`
TOTAL SOFFIT VENTILATION NEEDED 108 SQ. FT.
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VENT CALCULATIONS BASED ON THE FOLLOWING
* 138 SQ. IN. PER 4 FOOT OFF RIDGE VENT
* 16 SQ. IN. PER LINEAR FT. OF RIDGE VENT
* 7 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT
G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS
REQUIRED, PER MANUFACTURER'S SPECIFICATIONS
OF NET FREE AREA PER VENT.
DAMS BEWS
DESIGN GROVP
L50 STATE STRFBI' FAST
O1DfiMl1R, AARIDA 34677
813 . 92S . 1300 TEL
813.928.1800 FAX
W W W.DAVLSBEWSCAM
TAMPA • DIIWER
ESt l� �-
Ti iii
VORTEX ENGINEERING, I.I.C.
607 S. ALEXANDER ST., SUITE 103
PLANT CITY, FLORIDA 33563
813.704.4842
COA 28035
PAUL D. KIDWELL, P.E. #52683
ANDREW J. MEISHEID, P.E. #83217
I HEREBY CERTIFY THAT I HAVE REVIEWED THE
ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE
WITH SECTION R301 OF THE FLORIDA BUILDING CODE,
RESIDENTIAL 6TH EDITION (2017).
THE ENGINEER HAS NOT REVIEWED THE
PRE-ENGINEERED TRUSS MANUF. LAYOUT TO
DETERMINE ANY LOAD BEARING CONDITIONS AND
RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER
TRUSS LOAD INFORMATION IS SUPPLIED TO THE
ENGINEER.
SEALED FOR STRUCTURE ONLY
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SCALE : AS NOTED
DATE : 10/4/2018
VERSION NO.
iso
SHEET NO.
501
NOTE:
6 WHEN PROJECT 15 TO BE LOCATED IN KNOWN RADON GAS PREVALENT
AREAS, APPENDIX "E" OF THE W EDITION (2011) FLORIDA BUILDIWS
CODE 15 TO BE IMPLEMENTED. CONCRETE 5TREWiTH IN THESE AREAS
TO BE A MINIMUM OF 3000 P.51 THEREFORE ANY AND ALL NOTES ON
THESE PLANS THAT INDICATE 2500 P.5.1. SHALL BE REPLACED WITH
3M P.51 FOR THE CONCRETE 5TREWjTH.
0 SEE 514EET 5N FOR SOIL AND TERMITE NOTES. BMTE / BORACARE
TREATED LUMBER 15 AN ALTERNATE TERMITE PROTECTION TO 501L
P0150NI%.
W.W.M. PLACED IN 1/8" SAW CUT x 1/4" SLAB
UPPER 1/3 OF SLAB THICKNE55 WHERE SWM
OR FIDERME51-1 ON FOUNDATION PLAN
KINK (SEE PLAN)
Lu
x
CONTROL
JOINT DETAIL
N.T.5.
S CONT. REINF. SEE
FOUNDATION FOR
QUANTITY
15x25"45" COWER
BAR ONE FOR EACH
HORIZONTAL REBAR
TYP. (U.N.O.)
77777777777-71 ALTERNATE
1-141 11 11 114 THE REINF. BARS SHALL BE
CONTAROUND CORNER BY
COLD 5ENDIWj THE BAR
W1 MIN. BAR LAP 25"
TYP, CORNER
BAR DETAIL
N.T5
F
c
64'-&"
414N 41-ON 51.211 41-411 3'-10' 31-3" 3'-3' 31-1011 1-0"_ 31-1011 31-ON 31-ON .. 21-2N ., 51-411 51-40 41-Ou 41-411
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DRAIN LOCATION)
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TYP. AT ONE-STORY
cl
(SEE JJ/53 FOR STEM
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ELEVATION AT 0'-0" (ASSUMED)
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- - - - - - - - - - - - - - -
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A INDICATES 2 05
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THE FOUNDATION SYSTEM WAS BEEN DES16NED USIWj A MINIMUM
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64'4' FOUNDATION — A
SCALE: 1/4" - 1'-0"
DAVIS BEWS
DESIGN G
M SrATE STRIEEr EASr
CLIDGMk RO" 3*77
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MrWW.DAVffiBE%V&C0M
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... moll
VORTEx ENGINEERING, LLC.
607 S. ALEXANDER ST., SUITE 103
PLANT CITY, FLORIDA 33563
813.704.4842
COA 28035
PAUL D. KIDWELL, P.E. #52683
8_ -E REW 1. MEISHEID, P.E. #83217
I HEREBY ERTIFY THAT I HAVE REVIEWED THE
ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE
WITH SECTION R301 OF THE FLORIDA BUILDING CODE,
RESIDENTIAL 6TH EDITION (2017).
THE ENGINEER HAS NOT REVIEWED THE
PRE-ENGINEERED TRUSS MANUF. LAYOUTTO
DETERMINE ANY LOAD BEARING CONDITIONS AND
RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER
TRUSS LOAD INFORMATION IS SUPPLIED TO THE
ENGINEER.
SEALED FOR STRUCTURE ONLY
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5PECIFICATION FOR LEDGER5
(THE FOLLOWING 5HALL APPLY U.N.O.)
LEDGER A (LA) - 12 5YP. 2x4 PT V 1/4" DIA. x 3" TAPCON5 AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRI.65B).
NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL. A TIRU55 515TERED TO THE
WALL 16 —NOT AN ACCEPTABLE SUBSTITUTE, UNLE65 THAT TRJ65 15 ATTACHED TO THE WALL IN LIKE MANNER TO TWAT INDICATED FOR THE LEDGER (MIN.).
LEDGER 5 (LB) - *2 5YP. 2x4 W1 (3) 0.131" x 3-1/2" R.5. NAILS AT EA. STUD (16" O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO) NOTE: TH15 15 A REQUIRED TERMINATION FOR
THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED To THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS
THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.).
LEDGER C (LC) - #2 SYR (2) 2x8 PT W1 5/5" DIA x 8" A5. AT 12" O.C. STAGGERED W1 SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSIb AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO).
ALTEWATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE.
LEDGER D (LD) - 12 5YP, (2) 26 PT W1 (4) 5IMP60N 6D525bOO SCREWS AT EA, STUD (16" O.C. MAX.) W1 SIMPSON HU/HUG228 AT FACE ATTACHMENT OR HT5WIb AT TOP CHORD BEARING AT EA. TRU65 (TYP. UNO).
ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE.
LEDGER E (LE) - #2 6YP. (2) 2xI2 PT W1 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W1 RT4 MIN. OR EQUAL AT TOP CHOW BEARING OR EQUAL AT FACE BEARING AT EA. TRU55 (TYP. UNO AT PERPENDICULAR
FLOOR TRUSS SUPPORT ALONG MA50NRY WALL).
LEDGER F (LF) - 12 5YP. 26 PT W1 51b" DIA. x 6" A.B. AT 24" O.C. 5TAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MA50NRY AT
PARALLEL FLOOR TRUSSES). NOTE: TH15 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MA50NRY WALL. A
TRIJ55 515TEKD TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLE55 THAT TIRU55 16 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.).
LEDGER G (LG) - #2 5YP. (1) 2x8 W1 (4) 5IMP50N 5D525412 SCREWS AT EA. STUD (16" O.C. MAX.) W1 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO).
ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE.
LEDGER H (LC) - 12 5YP. (2) 2X5 PT W1 1/2" DIA. X 5" TITANS AT 16" O.C. STAGGERED W1 5IMP50N HU/WUC28 AT FACE ATTACHMENT OR HT51b AT TOP CHORD BEARING AT EA. TRU55 (TYP. UNO).
ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE.
LEDGER I (LI) - 12 5YP. 2X4 PT W1 1/4" DIA. X 3" TAPCON5 AT 6" STAGGERED W1 (1) SIMPSON LU524 AT FACE ATTACHMENT AT EACH M55 BOTTOM CHORE) AND (1) SIMPSON H3 AT TOP CHORD ORIENTED
HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND L30TTOM LEDGER, NAIL SHEATHING TO LEDGER W1 TYPICAL EDGE NAILING PATTERN.
LEDGER J (LJ) - `2 5YP. 2x4 PT W1 1/4" DIA. X 3" TAPCON5 AT 4" O.C. STAGGERED W1 (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRU55 BOTTOM CHORD AND (1)51MPSON H3 AT TOP CHORD ORIENTED
HORIZONTALLY. ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W1 0.131" DIA R.6. NAILS AT 3" O.C.
LEDGER M (LM) - 02 5YP. 2X4 W1 (3) 5IMP50N 5D525bOO SCREWS AT EA. STUD (Ib" O.C. MAX.) W1 (1) 5IMP50N LU524 AT FACE ATTACHMENT AT EACH TRI,155 BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORD
ORIENTED HORIZONTALLY, ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W1 TYPICAL EDGE NAILING PATTEI;N.
NOTE: AT LEDGERS C, D OR H, 5IMP50N HU/HUC28-2 OR HU/HUG28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRI,155 ATTACHMENT, RESPECTIVELY, UND.
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UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
HETA20
1810
9- 10dx 1 ilr
KTA20
1615
ism
10 - 10d x I ilr
B
HETA16
1810
9 - 10d x 11/2"
HTA16
1615
1585
10 - 10d x 11/2"
C
H2.SA
6DO
53S
10 - Sd
RT7A
670
565
10 - Bd x 11/2"
D
H3
455
320
8 - Bd
RT3
610
52S
8 - 8d x 11/2"
E
META20
1450
-
8 - 10d x 11/2"
HTA20-18
1400
1400
10 - 10d x 11/2"
F
HHETA20
223S
-
11 - 10d x 11/2"
-
G
HIGA
1340
1015
18 - 10d x 1 11r
RTI6A
1380
1160
9 - 10d x 1 1/2"& 8 - 10d
H
HTT4
3610
3105
5/8" ANCH. / (18) 10d x 11/2"
HTT4
2715
S/8"ANCH. / 10d x 11/2"
3
HTTS
4350
3740
5/8" ANCH. / (26) 10d x 1 1/2"
HTTS
3225
5/8" ANCH. / (28) 10d x I i/r
K
HD3B
3130
30SO
S/r DIA. BOLTS
TDX2-TZ
2345
2 - 5/8' DLAL BOLTS
L
HD58
4505
3785
5/8" ANCH. 314- STUD BOLTS
TDX6
5320
2 - 7/8' DIA. BOLTS
M
HD78
6645
5650
7/8" ANCH. 3/4' STUD BOLTS
TDX10
7845
4 - 7/8' DIA BOLTS
N
LUS26
1165/1070 —
1005191S
8 - 10d x 3"
JUS26
1115/1060
8 - 10d
P
HLIS26
1550/3335 "
1335/2820
20 - 16d x 3 1/2'
HUS26
1925/3295
2D - 16d x 3 1/2
Q
HLIS28
2000/4Z20
1720/3125
30 - 16d x 3 1/2"
HUS28
2570/4345
30 - 16d x 3 1/2'
R
MTS12
1000
860
14 - 10d x 1112"
MTW12
1195
loos
14 - 10d x 11/2-
S
MTS16
1000
860
14 - 10d x 11/2"
MTW16
1195
1005
14 - 10d x 11/2"
T
MTS20
1000
sw
14 - 10d x 11/2"
Krw2o
i1gs
I iws
14 - 10d x 11/2"
U
MGT/MUGT
3966
3330
22 - 10d x (1) S/8" ATR W/ 12" EMBED W/ SIMPSON "SEr EPDXY
V
LGT2
2150
1850
(16) 16d SINKERS &
(7) 1/4" x 2 114" TITENS
LUGT2
Isso
1810
(16) 101 NAILS &
(5) 1/4" x 3" WEDGE BOLTS
.X.
HTS20
1450
1245
24 - 10d x 11/2"
HTW20
1530
1285
24 - 10d x 1112"
SPI
SOS
535
10 - 10d
SPT22
685
8 - 10d
SP2
1065
605
12 - 10d
SPT24
1030
12 - 10d
HCP2
645
555
1 12 - 10d x 11/2'
MINIMUM 3 - MEMBER
RFACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF- THE TRUSS.
ALL EPDXY ANCHORS USP CIA-70DOC
NOTE: DOUBLE FELT REqD ON ROOF PITCHES 3/12 & LOWER.
LOADS,
ROOF = L/360
FLOOR = LJ48D W/ 3/8" MAX DEFLECTION
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" D.C. FOR HARDWOOD & TILE AREAS & 24" D.C. FOR CARPET AREAS.
DROP HIP DETAIL
2-0-0 MAXIMUM 5PACING ON VERTICAL5 OF (B) TRU55E5
1-5-0 CLEAR GAP BETWEEN (5) TRU55E5 611)
(o 9) FASTEN EACH (5) TRUSS *5 TO EACH (A) TRU55 TOP CHORD AT EVERY
INTERSECTING POINT SHOWN ON THE HIP TRU65 SYSTEM BELOW. FASTEN TOP
CHORDS OF EACH (5) TRJ55 TO THE TOP CHORDS OF (A) TRU55E5 AT EVERY
OTHER INTERSECTING POINT 09 INTERSECTING POINT TO BE FASTENED WITH 2-15d
COMMON NAILS OR 0.128 x 3" CiN NAILS. FASTEN 130TTOM CHORD OF (5) TRU55 TO
TOP CHORD OF CARRIER TK56 WITH THE SAME SPECIFIED COMMON NAILS OR FUN I OR 2 PLY CARRIER
x C L DG
NAILS AT 48" OC !WI2x CONT, LEDGER
IN LIEU OF PREFABRICATED HIP PLANING TRI65ES, (5) 2x4 5YP NO. 2 OR NO. 2 PT
17 STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS
DEFINED FOR HIP PLANING TRUSSES RI.
STICK FRAMING SPLICING 15 ALLOWED BETWEEN TRUSSES OR AT TK55
17 INTER6ECTION5 SPLICING.
TO BE STAGGERED BETWEEN COMMON TRUSSES NO CATS REQUIRED UNDER STICK
17 FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5'-V ON A HORIZONTAL PROJECTION,
17 NOTE: 5EE 5HEET D-1 FOR ROOF FRAMING DETAIL5
17
17
17
BED
[LOCKING
NOTES:
1. (2)12cl TOENAILS EACH SIDE OF FLOOR TRA55 TO WALL OR BEAN
BELOW TYP. AT INT. BEARING UN.O.
a ALL TRUSS TO MA60NRY 5TRAPS TO BE UND.
.21
\"—\ URO.
a ALL TRJ55 TO FRAME STRAPS TO BE /v2/
I OR 2 PLY
CARRIER
m
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co
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ROOF FRAMING PLAN - A
SCALE: 1/4" - 1'-0"
DAVIS BEWS
VP
DESIGN GNO Ll
ISO STATE STPJMT EAST
OUCISM& RXADA 3077
813. 925. L300 TEL
80. 925. 1800 FAX
V4"V*'W�DAVRiBEVVSr_j0M
'r,kh4PA e E>E!qVFP-
EST 1994 ezz�_
VORTEx ENGINEERING, LLC.
607 S. ALEXANDER ST., SUITE 103
PLANT CITY, FLORIDA 33563
813.704.4842
COA 28035
PAUL D. KIDWELL, P.E. #52683
ANDREW J. MEISHEID, P.E. #83217
' HEREBY CERTIFY THAT I HAVE REVIEWED THE
ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE
WITH SECTION R301 OF THE FLORIDA BUILDING CODE,
RESIDENTIAL STH EDITION (2017).
THE ENGINEER HAS NOT REVIEWED THE
PRE-ENGINEERED TRUSS MANUF. LAYOUTTO
DETERMINE ANY LOAD BEARING CONDITIONS AND
RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER
TRUSS LOAD INFORMATION IS SUPPLIED TO THE
ENGINEER.
SEALED FOR STRUCTURE ONLY
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NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24"A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION 'LIQUID BORATE
OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDEISITIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE
NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'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. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
,4RE: FBRC R308.4)
R308.3 HUMAN PACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS
SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR,
PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY
WITH ANSI Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUISIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD
CLOSET DOOR ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND
SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM
EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY
STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST
VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE
IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS
5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (O.&36 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE
STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS
WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND
WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATERS EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND
ALL PANES IN MULTIPLE GLAZING.
1 0. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A
WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE
PLANE OF THE ADJACENT WALKING SURFACE.
1 1. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A
STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1 524 MM)
ABOVE THE NOSE OF THE TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS
LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER
BETWEEN THE DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED
POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS
IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2.
5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE
GLAZING 36 INCHES f 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT K") WITHOUT CONTACTING THE GLASS
AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4,
ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE
GLASS EXTERIOR.
7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION
R308.2.
8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS
BACKING SUPPORT.
9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING
BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING
CODE, BUILDING; AND
9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
GENERAL STRUCTURAL NOTES:
1. CODES & REFERENCES:
1.1. FLORIDA BUILDING CODE, RESIDENTiAL 6th EDITION.
1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318).
1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES CrMS 402/ACI 5301ASCE 5).
1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (rMS 403).
1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES
(ASCE-7).
1.5. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST
EDITION.
1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE
INSTITUTE [TPI) LATEST EDITION.
1.7. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION.
1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION.
2. DESIGN CRITERIA:
2.1. ROOF LOADING:
LIVE 20 PSF
DEAD 7 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE
2.2. FLOOR LOADING:
LIVE 40 PSF
DEAD 15 PSF MIN. (SEE NOTE 2.4)
2.3. RESIDENTIAL BALCONY LOADING:
LIVE 40 PSF
DEAD 15 PSF
2.4. FINISH MATERIAL DEAD LOAD NOTES:
2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE
TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER.
2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF
ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS.
GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/8" OR LESS GYPSUM
MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER
OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC.
2.5. WIND LOADING SEE TABLE FOR CRITERIA.
3. SOIL:
3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1.
3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL
BEARING PRESSURE OF 2000 PSF.
3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY & COMPACTION.
4. CONCRETE:
4.1. OPERATION INSTALLATION & PROCEDURE TO COMPLY WITH ACI STANDARDS.
4.2. CONCRETE & MINIMUM COMPRESSIVE STRENGTH OF 2500 psi @ 28 DAYS (U.N.O.).
4.3. REINFORCEMENT REBARS ASTM A615 GRADE 60 (U.N.O.).
4.4. WELD WIRE FABRIC (WWFASTM A185) or FIBER MESH PER ASTM C1116 TYPE III 4.13. USE0.1%BYVOLUME
MINIMUM (1.5 LBS / CU YD).
4.5. LAP SPLICES & HOOKS SEE TABLE.
5. MASONRY:
5.1. MASONRY CONSTRUCTION & MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR
MASONRY STRUCTURES (ACI 530.1/ASCE 61TMS 602),- PUBLISHED BY THE MASONRY SOCIETY, BOULDER,
COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: & THE AMERICAN
SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE
CONTRACT DOCUMENTS.
5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES:
5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS
PROJECT.
5.2.2. COMPRESSIVE STRENGTH REQUIREMENT IS fm=1500 PSI.
5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD.
5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE.
5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE.
5.2.6. GROUT SHALL COMPLY WITH ASTM C476. GROUT SHALL BE 3000 PSI U.N.O. & HAVE A SLUMP RANGE OF
8"-1 1".
5.3. PRODUCTS:
5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR.
5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT.
5.3.3. -STRESSED TENDONS, & METAL ACCESSORIES SHALL BE 60 KSI REBAR (MIN.).
5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET.
5.3.5. STAINLESS STEEL IS NOT APPLICABLE.
5.3.6. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE.
5.3.7. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE.
5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, & END BLOCKS ARE NOT APPLICABLE.
5.3.9. JOINT FILLERS ARE NOT APPLICABLE.
5.3.10. LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE.
5.4. EXECUTION:
5.4.1. PIPES & CONDUITS ARE NOT APPLICABLE.
5.4.2. ACCESSORIES ARE NOT APPLICABLE.
5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS
ONLY, UNLESS CLEARLY DELINEATED AS -REaD.-
5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE
FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/ASCE 5.
MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/Sl, HOWEVER, ALTERNATIVE
ACCEPTABLE CONTROL JOINT TYPES INCLUDESTANDARD VERTICAL - UNKEYED CONTROL JOINT (318')',
AND 'MICHIGAN CONTROL JOINT.
6. WOOD FRAMING:
6.1. DIMENSIONED LUMBER SHALL BE DRESSED S4S, & SHALL BEAR THE GRADE STAMP OF THE
MANUFACTURERS ASSOCIATION.
6.2. ALL LUMBER SHALL BE SOUND, SEASONED, & FREE FROM WARP.
6.3. FRAMING WALLS & COLUMNS
6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED @ BEAM OR GIRDER TRUSS BEARING
LOCATIONS. UNLESS NOTED OTHERWISE.
6.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. #2 OR BETTER.
6.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED @ 16- O.C. & SHALL BE S.P.F. #2 OR BETTER, U.N.O.
6.3.4. TYPICAL AT ALL LOAD BEARING S.P.F. COMPONENTS, #2 GRADE SHALL BE USED FOR 2A, FOR 2X
DEPTHS GREATER THAN 2A, #2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE #2 GRADE
U.N.O.
6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF.
6.3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER T-0 @ MID -HEIGHT, & SHEATHING JOINT. BRACE GABLE
END WALLS @ 4'-O O.C. MIN.
6.3.7. ALL LOAD BEARING WALLS SHALL HAVE S.P.F. DOUBLE TOP AND SINGLE BOTTOM PLATES & SHALL BE
FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE
TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN
THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE.
6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL
DURABLE WOOD.
6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH
F.S. 1 1-W-571 & BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2.
6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED
WITH PLY CLIPS (MAXIMUM 24- O.C.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING
ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY
THE APA.
6.6.1. ROOF SHEATHING: SHINGLE OR METAL, 7116" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24"
MAX. SPAN. AT TILE USE MIN. 15132" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN.
CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE
MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL.
6.6.2. WALL: 7/16" MIN. THICK SUPPORTED OVER 24"MAX. SPAN.
6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE & GROOVE SUPPORTED OVER 24" MAX. SPAN
CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY
REQUIREMENTS..
6.7 ALL NAILING & BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED.
6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED & SUPPLIED BY SIMPSON STRONG TIE CO., USP, OR
EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER.
6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER BCS1 RECOMMENDATIONS
& SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.).
6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION.
6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 7/16"APA RATED SHEATHING TO ONE SIDE
WITH NAILING PATTERN PER 'O`/S2, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.B. @ 24" O.C. OR TO WOOD FLOOR
SYSTEM WITH (2) SIMPSON SDS25600 @ 24' O.C. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT
TOP PLATE ABOVE ATTACH WITH SIMPSON HTS16 OR TO BLOCKING ABOVE @ 24' O.C. AS PER DETAIL 'F'/S2.
7. MICRO -LAM LUMBER (ALSO LVL, PARALLAM, ETC.1
7.1 STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES
7.1.1 E=2,000,000 PSI
7.1.2 Fb=2950 PSI
7.1.3 Ft=1850 PSI
7.1.4 Fc=500 PSI (PERP)
7.1.5 Fc=2700 PSI (PARALLEL)
7.1.6 Fv=285 PSI
GENERAL NOTES:
.
PRE-ENGINEERED WOOD PRODUCTS:
9 ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER
SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO
AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES
MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE
ENGINEER OF RECORD.
f ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS
ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT & AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE
COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE
DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS & LAYOUTS
FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS.
ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURERS COMPONENTS 0-
THIS TIME & RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR
REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION
REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE.
0 ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE
HANDLED & INSTALLED USING MOST RECENT BCSI RECOMMENDATIONS. TEMPORARY & PERMANENT BRACING
SHALL BE PER MOST RECENT BCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE
REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS.
ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY & UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS.
0 NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN
STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUC71ON COMMENCING PRIOR TO ENGINEER'S REVIEW
IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER.
0 TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL.
0 THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR
SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET.
PRECAST CONCRETE COMPONENTS:
0 THE USE OF PRE -CAST & PRE -STRESSED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY
LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOU'T UNLESS SPECIFICALLY STATED OTHERWISE.
ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN
REVIEWED & PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF
CASTCRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER IS REQUIRED.
MANUFACTURED PRODUCTS:
0 CH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR
ILLUSTRATION PURPME975RIV.- - -
0 THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS
RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE
MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR
INSURING THAT THE APPROPRIATE PRODUCTICOMPONENT IS USED & THAT IT HAS BEEN INSTALLED PER
MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS & CLADDING PRESSURES
REQUIRED BY THE SEALED PLANS.
so NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF
PRODUCT APPROVAL OR ENDORSEMENT.
FRAMING, DRYWALL & TRIM:
0 ALL WALLS & KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED @ 16' O.C. TO PROTECT FROM
FALLING HAZARD.
0 ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL
BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL
PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN
THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE "SYSTEM" IS NOT BEING
USED, OR U.N.O.
04 AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PERPENDICULAR, AT 48" O.C. MAX.
2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLO
SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSSMOISTIBEAM AND SHALL NAIL TO THAT
FLOOR TRUSS WITH (3) 0.131 X 3-lt2' NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS
HAS A VERTICAL WEB COMPONENT AT THE "SISTERED" LOCATION (6) 0.131 X 3-112- NAILS EQUALLY SPACED
AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "SISTERED" STUD INTO THE VERTICAL WEB
COMPONENT.
00 AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PARALLEL TO THE GUARDRAIL, THE
BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT
BELOW WITH (2) ROWS OF SIMPSON SDS25600 SCREWS AT 8- O.C. ALONG THE LENGTH OF THE KNEE WALL.
IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH
7/16" OSB OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT
BELOW, NAILED PER THE "WALL! NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING
THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH
TO THE BOTTOM PLATE WITH SIMPSON SP1 CONNECTORS AT EACH STUD.
09 IF A GUARDRAIL/KNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE SISTERED TO
THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2' NAILS STAGGERED AND EQUALLY
SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD
WITH (4) 0.131 X 3-1/2' TOE NAILS. THIS ATTACHMENT SHALL ALSO APPLY AT ALL CHANGES OF DIRECTION AT
THE KNEE WALL.
9* ALL KNEEWALLS THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY
CONTINUOUS.
90 EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3)
0.131 X 3-1r2"TOE NAILS OR EQUAL.
*0 SE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT
NUMEROUS 'SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR
THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS.
BRICK & STONE:
0 BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT
IT SPANS THE OPENING & DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY.
0 AT MASONRY, USE 6'X6'X3/8' STEEL ANGLE W/ 1/2' DIA. X 5' SIMPSON TITEN HD ANCHORS 0 24' D.C. W/ 4- LAP
ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, 09 BY OTHERS.
0 AT FRAME, USE 5'X5"X3/8"STEEL ANGLE W/ 318" DIA. X 4* LAG SCREWS @ 12- O.C. W/ 4- LAP ONTO BRICK SUPPORT
ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS.
0 BRICKISTONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE
TMIS 4021ACI 5301ASCE 5 AS APPLICABLE.
0 VORTEX ENGINEERING, LLC. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS
BRICK/STONE DESIGN IS BY OTHERS.
0 SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE
BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD
FOR SUCH AREAS, & LIMIT DEFLECTION TO U600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT.
0 FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICKISTONE.
0 BRICK/STONE & ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES,
FLASHINGS, WEEPS, CONTROL JOINTS, & ALL OTHER BRICKISTONE CRITERIA IS BY OTHERS.
* THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY & NATURAL STONE. SIMULATED PRODUCTS & VENEERS
SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS & THEIR FLORIDA PRODUCT APPROVAL OR
I MIAMI/DADE NOA.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA
DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY
DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF
I FLORIDA DESIGN SOLUTIONS, ING. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. I
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE W
%" DRYWALL SCREWS AT 12"O.C. FOR CEILINGS AND lYs' DRYWALL SCREWS AT 12' O.C. FOR WALLS. ALL ENDS AND
EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6' O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM
EDGE SHALL BE %'. THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED
ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE
COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING
DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE
DRAWINGS AND CAN NOT BE REVISED.
SPECIFICATION FOR ANCHOR BOLT9
(THE FOLLOWING SHALL APPLY U.N.O.)
0 ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM
EMBEDMENT OF 50.
a ALL 1/2"DIA. OR 5/8"DIA. A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT
OF 5".
0 ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL SHALL HAVE A MINIMUM
EMBEDMENT OF 6".
0 ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL HAVE A MINIMUM EMBEDMENT
OF 7".
0 ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL.
0 THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY
TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE
NOTATION TO USE SAME.
F
ULTIMATE WIND SPEED (Vult) 13S.4!I MPH
NOMINAL WIND SPEED (valt) 108 MPH
RISK CATEGORY 11 ,
WIND EXPOSURE C
INT. PRESSURE COEFF. */- 0.18 ENCLOSED
MAX. MEAN ROOF HEIGHT 200' (ONE STORY)
COMPONENTS AND CLADDING INTERIOR ZONE (ULTIMATE)
COMPONENTS AND CLADDIW-s END/lEDGE ZONE (ULTIMATE)
ROOF * 10 Sa<�FT
+ 26.1 / -45-3 PSF
ROOF * 10 SOFT
+ 21b.] / -1061PSIF
* 20 SOFT
+ 24.2 / -43.4 PISF
* 20 SQFT
+ 242 / -IBS.4 PSF
0 50 SQFT
+203/-42.2 FINSF
0 50 SCA=T
+ 203 / -cj0/b PSF
* 100 SGPT
+16.4 / -41.5 PSF
* 100 S(;ZFT
+ 16.4 / -83.1 PW
WALL (�) 0 10 SQFT
+ 453 / -41B.1 PISF
WALL(g) 0 10 SCA=T
+ 453 / -&01oPSF
I—
(�� a 20 S(2FT
+ 42.2 / -4-1.2 PW
(::g�) 0 20 a<;FT
+ 42.2 / -56.8 PSF
-4
(g) a 50 SCFT
+ 40.1 / -43.4 PSF
(:E) is 50 S(2FT
+40.-I/ -51.8 PSF
F-
0 100 SOFT
.6 38.4 / -41B PSIF
0 100 SCh=T
+ 38A / -50.3 PSF
* 500 SQFT
+ 33.8 / -3-Ifo PSIF
* 500 S,QFT
+ 33.8 / -31fo P5F
I—
GARAGE DOOR S' WIDTH
+ 40.4/ -43.1 - PSF
GARAGE DOOR S' WIDTH
± 40.4 / -45.0 PSF
�3
(9) 10' WIDTH
+ 315,5 / -42fo PSF
(2) 10' WIDTH
+ 3Sb / -44B PSF
12' WIDTH
+ 3S.1 / -42.1 PSIF
12' WIDTH
+ 31B.1 / -44.0 PSF
lib'+ WIDTH
+30.2 /-413 PSF
1&'+ WIDTH
+ 38.2 / -43.2 SF
CHART 15 IN "ULTIMATE" PRESSURES.
CHART 15 IN "ULTIMATE" PRESSURES.
CHART MAY 13E INTERPOLATED
CHART MAY BE INTERPOLATED
GARAGE DOOR PRESSURES ASSUME NO END ZONE
GARAGE DOOR PRESSURES ASSUME 2'MAX IN END ZONE
I
COMPONENTS AND CLADDING INTERIOR ZONE (ALLOUJA5LE)
COMPONENTS AND CLADDING END/EDGE ZONE (ALLOWAIBLE)
-4
:Z
ROOF 0 10 SQFT
+15.7- 2-1.2 PSF
ROOF 0 10 SQFT
+ 15.7- &4Z PSF
-
* 20 SQFT
-o 14-%- 260 PSF
0 20 SCFT
+14.9- rpcuo PSF
1:
* 50 SQFT
+ 12.2/- 253 PSF
* 50 SQFT
+ 12.2/- 54.4 SF
0
0 100 SQFT
+11-0- 24.S PSF
0 100 S(;�FT
+110- 50.2 SF
��
WALL (:��) a iO SQFT
+2-12- 2SB PSF
WALL (� 0 10 SQFT
+ 212- 36A PSF
(��) 0 20 SQFT
+ 2r7b, 253 POF
(:9�) * 20 &CFT
+ 25,& 34.1 PW
Cg:) * 50 SCFT
+ 24A 2&.0 PSF
(E) * 50 SQFT
+ 24A 31.1 PSF
a 100 SOFT
4 23.0 24.ci PSF
0 100 SCr-T
+23.0 30.2 PSF
-4
* 500 S(2IFT
+205 22fo PSF
0 500 -90FT
+20,3 22fo PSF
:�l
GARAGE DOOR S' WIDTH
4 24,12- 2 5.13 PSF
GARAGE DOOR 8' WIDTH
±242- 21.0 POP
(3
(:�j) 10' WIDTH
+ 23A. 25fo PSF
(R) 10' WIDTH
+ 23A. 26.1 PSF
12' WIDTH
+ 2320. 253 PSF
12' WIDTH
+ 23,15- 26.4 PSF
bb'+ WIDTH
+ 22-b- 24,13 PSF
IW+ WIDTH
+ 222� 25.13 PSF
-4
CHART IS IN "ALLOLUABLE/NOMINAL" PRESSURES.
CHART IS IN "ALLOWADLE/NOMINAL" PRESSURES.
C14ART MAY 5E INTERPOLATED
CHART MAY BE INTERPOLATED
GARAGE DOOR PRESSURES ASSUME NO END ZONE
GARAGE DOOR PRESSURES ASSUME 2'MAX IN END ZONE
BLOCKING DEFINED
(THE 1-ULLUWIN(i SWETPPM.N.O.)
THROUGHOUT THIS PLAN THE TERM BLOCKJNG IS USED AS A GENERIC TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:,
0 BLOCKING SHALL BE 2X4 #2 SYP, U.N.O.
0 BLOCKING SHALL BE ATTACHED WITH (3) 0.1=3-1/2' TOENAILS INTO THE STUDS AT EITHER END, U.N.O.
0 BLOCKJNG IN A WALL CAVITY IS TO BE INSTALLED IN THE SAME ORIENTATION AS THE BOTTOM PLATE (HORIZONTAL AND FLATWISE), AND SHALL
EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O.
0 BLOCKING WITHIN A FLOOR TRUSS WEB SPACE IS TO BE ORIENTED THE SAME AS THE END VERTICAL OF THE TRUSS (ON END), AND SHALL EXTEND
FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB
MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O.
* BLOCKING WITHIN A ROOF TRUSS WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWISE WITHIN THE PLANE
OF THE TRUSS WEB, ON END. BLOCKING WITHIN THE TRUSS SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY
DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE
WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECESSARY TO FACILITATE THE ITEM FOR WHICH BLOCKING IS NEEDED, U.N.O.
a BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MASONRY OR FRAME WALL
BELOW WITHIN THE AREA TAKEN UP BY TRUSS WORK.) FOR TRANSFERRING UPPER POINT LOADS (I.E. - STUD PACKS) TO LOWER COMPONENTS
SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK
ABOVE.
* BLOCKING INSTALLED BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED, AND SHALL BE ORIENTE
ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKJNG WHICH SUPPORTS THE SHEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY
AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED. U.N.O.
0 IN GENERAL BLOCKING INSTALLED AS PER THE CRITERIA ABOVE IS INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O.
SPECIFICATION FOR LANDINGS & STAIR CONSTRUCTION
(THE FOLLOWING SHALL APPLY U.N.O.)
0 ALL STRINGERS TO BE 2-2X1 2 #2 SYP.
0 ALL STRINGERS TO ATTACH AT LANDINGS & UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER.
0 STRINGERS RUNNING PARALLEL TO & SUPPORTED BY A WALL SHALL BE ATTACHED:
so @ MASONRY/CONC. WITH r DIA X 3- TAPCONS AT 8- O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONC.).
so @ WOOD WITH (4) 0.131 X V NAILS AT EA. STUD MIN. (16"O.C. MAX)
so IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS
0 ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR:
so @ CONC. W/ r DIA. X 3H TAPCONS @ 120 O.C.
00 @ WOOD ATTACH W/ 0.131 X V NAILS AT 8' O.C. TO TRUSSMOIST/ OR BLOCKING BELOW.
00 ATTACH STRINGER TO FOOT WITH (2) 0.131X3j'TOENAILS EA.
* LANDINGS SHALL BE BUILT AS FOLLOWS:
as JOISTS TO BE 2X8 #2 SYP, MIN. @ 16' O.C.
as IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 #2 SYP WITH 2-2X4 SUPPORT STUDS AT
EACH END.
so IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.11=3� R.S. END NAILS AT EACH LANDING JOIST, & (2) 0.131
X * TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE.
*0 LEDGERS TO BE 2X8 WITH:
**9 (4) 0.131X4'NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16"O.C. MAX.
0*0 I" X 3" TAPCONS @ 8" O.C. STAGGERED @ MASONRY/CONCRETE ATTACHMENT.
4
Go ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LUS26 HANGERS OR EQUAL.
0 THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE.
* GUARDRAILS & HANDRAILS, ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS
OF FBC TABLE R301.5 & SECTION R312.
SPECIFICATION FOR BUCK ATTACHMENT
(I Ht t-ULLOWING 5NALL APPLY U.N.U.)
0 IF 1 x -ATTACH WINDOW THROUGH BUCK TO
MASONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x BUCK.
0 IF 2x - ATTACH TO MASONRY wl 114"x 3" MASONRY
ANCHORS @ 12' O.C. wl MAX. 6- FROM END OF BUCK
(TYP. ALL 2x WINDOW BUCK ATTACHMENT.)
LIMITATIONS
(THE FOLLOWING SHALL 71PPLY U.N.O.)
0 VORTEX ENGINEERING, LLC. HAS CHECKED THE
ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE
WITH SECTION R301 OF THE FLORIDA BUILDING CODE,
RESIDENTIAL 6TH ED., AND IS NOT RESPONSIBLE FOR
THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING
CRITERIA (I.E. - DIMENSIONS, AESTHETICS, CONTINUITY
OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN IS
THE RESPONSIBILITY OF THE DESIGNER. I
CONFLICTS
(THE FOLLOVVI`1913b��PPLY U.N.O.)
0 REGARDLESS OF ANY NOTE TO THE CONTRARY IN THE PLAN SET,
EXCEPT AS INDICATED BELOW, IN ANY LOCATION WHERE THE PLAN
SPECIFICATIONS SEEM TO CONFLICT WITH THEMSELVES, THE CODE,
OR THE MANUFACTURER'S SPECIFICATIONS, THE MOST STRINGENT
CRITERIA SHALL APPLY.
0 WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD IS
PROVIDED RELATING TO A CONFLICTED ITEM, THAT DIRECTIVE SHALL
CONTROL.
DISCLAIMER
(THE FOLLOWIN(i SHALL APPLY U.N.O.) I
CONTRACTOR IS TO VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING ANY WORK.
ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT
WRITTEN, SEALED APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY
CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS
APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER
VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS,
OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND
SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ
CAREFULLY FOR ADDITIONAL CONDITIONS.
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SCALE: AS NOTED_
DATE: 05-07-2018
SHEET NO.
SN
I I
w
F— — — — — — — —
— — — — — — — —
L- - - - - - -
- - - - - - -
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2X4
R-1 1 /R- 13 KRAFT FACED
EXT FRAME 2X6
R-1 9 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFLES AT EAVE)
GARAGE SEPARATION
(GARAGE LIVING)
R-1 1 /R-1 3 KRAFT FACED
(2) SHEET METAL
SCREWS PER
BRACKET
(4) HURRICANE
BRACKETS
3/8" DIAMETER CEMENT
ANCHORS, TYP 3' TO 5'
LONG
A/C PAD
A/C UNIT HOLD DOWN
SCALE: N.T.S.
lot
-091
TANK -LESS W/H
CORNER OF 000
HOME C0
51-101"
GARAGE SIDE
STUB -OUT FOR _V-07 L _J ir
0
GAS METER 0 0
9 0
— — --- — — — — — — — - — — — — — — — --N - — — — — —
MEASUREMENTS ARE FROM FINISHED FLOOR
• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
H C G
—
**ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
• X 4' @ 16' O.C.
71.5"
(2) 16d TOENAILS
• X 6' @ 16- O.C.
101-8m
(2) 16d TOENAILS
2' X 8' @ 16' O.C.
IT-90
(3) 16d TOENAILS
7 X 10' @ 16' O.C.
16'-5"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2- X 12' @ 16' O.C.
19'-38
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
T X 4' @ 24' O.C.
61-1*
(2) 16d TOENAILS
2- X 6' @ 24' O.C.
8-6"
(2) 16d TOENAILS
7 X 8' @ 24' O.C.
11 '_(r
(2) 16d TOENAILS
2' X 10' @ 24' O.C.
13'4r
(3) 16d TOENAILS
? X 12' @ 24' O.C.
15'4"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
FTOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
LLI
ROOF DIAPHRAGM NAILING SCHEDULE
...........................
+
+ + + + + + + +
Ed
+ + + + + + + + + + + + + +
+ +
. .
. . . . . . . . . &D
. . . . . . . . . . . . . .
+
+
. . . . . . . . .
. . . . . . . . . . . . . .
. .
+ +
+
+
+ (TYP-)
+ +
+
+ +
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+
+ +
+
+ +
+
+ +
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+ +
+
+
+
. .
+
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+ +
+
+
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+ 4
+ +
+ 4-
+ +
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+ + + + + + +
+
+ + + + + + + + + + +
+ +
/++
. .
. . . . . . . .
.
. . . . . . . . . .
. .
+ +
+
+
. . . . .. 4- 1
+ J
15/3Z'CDX
PLYWOOD OR
7/16"OSB
�--RIDGE LINE
3 SECOND GUST EXPOSURE"C* WIND ZONE
3 SECOND GUST EXPOSURE"C"WIND ZONE
8d RING SHANK NAILS @ 6' O.C. &
4' O.C. @ GABLE END WALL OR GABLE TRUSS
8d RING SHANK NAILS @ 6' O.C. EDGES &
8d RING SHANK NAILS @ 6' O.C. INTERMEDIATE
+ + 0. 113 INCH NOMINAL SHANK DIAMETER
0. 113 INCH NOMINAL SHANK DIAMETER
RING DIAMETER OF 0.012 OVER SHANK DIAMETER
RING DIAMETER OF 0.012 OVER SHANK DIAMETER
16 TO 20 RINGS PER INCH
16 TO 20 RINGS PER INCH
0.280 INCH FULL ROUND HEAD DIAMETER
0.280 INCH FULL ROUND HEAD DIAMETER
2 INCH NAIL LENGTH
2 INCH NAIL LENGTH
NOTE:
FOR 8d RING SHANK NAILS 0.1 13X 2x 3/8' RING SHANK COIL GUN NAILS MAY BE USED
1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED.
2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING
CONSISTS
OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN.
Backer and Filler
Block Dimensions
BCIOJoist
Backer Block
Series
Thickness
Filler Block Thickness
3/4" or 7/8"
5000S 1.8/1.7
wood panels
I
Two 3/4" wood panels or 2 x
1-1/8"or two 1/2"
6000s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x + 5/8" or 314" wood panel
1-1/8" or two 1/2"
602.0
wood panels
2x + 5/8" or 3/4" wood panel
902.0
2 x — lumber
Double 2 x — lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
; /
Filler blocking
1/9' gap
—i It '.1 1
1) Support back of web during nailing to prevent damage to
web -flange connection.
2) Block solid between joists for full length of span.
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
4) Place joists together and nail from each side with 2 rows of 10d nails
2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12' o.c., clinched when possible. Stagger rows from opposite
OF THE JOIST ASA REQUIRED LEAVING Yg" GAP @ TOP sides by 6".
DOUBLE JOIST CONNECTION
N.T.S.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 pff max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
0
over squash=20 blocks and
require additional
consideration. Check
w
wall or beam below.*
local building
_f
code for appropriate
details in
One 10d box
areas=20 of high
or--20 sinker
lateral load.
nai I each side
at bearing.
Squash block
(2x4 minimurn)—/
Bearing wall, Versa -Lam LVL or
Glulam Beam 0
Boise Joist Blocking
Use 3" (11 Od) nails at 6" n-c-
Q�[' 1 Provide adequate bearing
for each lapped joist.
Od nails
SECTION @ INT. BRG. WALL
N.T.S.
NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST
KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE
IN BEARING ZONES (see table below) (KNOCKOUT EXEMPTS) D
(see table below)
DO NOT cut, notch
or drill flanges
FILL CELL�� STD. 90* HOOK BOND BEAM
F
)
cr
CONT. #5
STD. 90
>
CONT. #5 HOOK BAR
BAR
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
PLYWOOD FLOOR
SEE PLAN FOR REQ'D
SHEATHING PER PLAN
COLLIMN AND
CONNECTION
TJI TO BE CUT TO ALLOW
FOR BLOCKING/TJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
Solid block all posts from
# OF 2nd FLOOR
above to bearing below.
STUDS
SECTION
@ INT. BRIG. WALL
N.T.S.
1/8" min. 2"mm.
Small gap
2" "
ax. 4
max.
A
Clinch nails
when
possible
Tight fit
2x41PIywood/OSB; web stiffener 2"�min.
required when indicated or 4"max.
Web Stiffener Fastener Schedule
Joist Bearing
Series F-D-e-p-th-FEnd
ocation
Intermediate
8
BCI 5000s
9-1/2"
2-8d
2-8d
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
BC1 6000se
BCI 65OOsQ9
9-1/2"
_1_1 --7/8'
2-8d
2-8d
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI 60e
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BC190se
11-7/8"
3-16d
3-16d
14"
5-16d
5-16d
6-16d
6-16d
- Hangers with side nailing.
- Hangers with sides not containing
top flange of joist. WEB STIFFENER
- Birdsmouth cuts. N.T.S.
- Under 2nd floor column w/ loads
higher than 15001b.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1 900 pif max. along bearing wall
Required on interior walls for vertical load transfer
when load bead ng - for lateral support when joists
most over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.*
Use 1063" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration.
O—L-0
co
L2&
Aic
A 1YZ ROUND HOLE MAY 6" 1 6"
BE CUT ANYWHERE IN CANTILEVER
THE WEB. PROVIDE AT
LEAST 3"OF CLEARANCE
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2'
NOTES:
DO NOT CUT HOLES
LARGER THAN IYZ
ROUNDIN
CANTILEVERS.
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. %2' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Yj KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
-When joists meet over wall, provide
1314" minimum bearing for each.
SIMPSON MGT
wl (22) 1 Od
�GIRDERTRUSS
NAILS TYP.
2"x TOP
PLATE
518 no
THRU
BOLT
2"x BUILT
UP COLUMN
SIMPSON MGT
w/ (22) 1 Od
NAILS TYP.
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON
LUS/HUS/HUC INSTALLATION
MIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)F FASTENERS
Plumbing
TYPICAL SIMPSON HETA20
Joist
I -Joist can be offset
up to 3" to avoid
vertical plumbing
E
3" max
JOISTS OFFSET
N.T.S.
Backer block (12"wide min.)
Nail with 10- 10d nails.
' --�_Installtightto.top flange.
Joist hanger
Filler block.
Nail with
10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
01 2
2
�!'04
"Top Mount" "Face Mount"
Backer block shall be fight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
eb stiffner as
Web stiffeners are not required when top mquired if hanger
flange is laterally supported by joist hanger. doesn't meet
height
requirements
ro
d
/h,ce
re
o
0.6 X Joist
depth
Now
I -JOISTS BUCKETS
N.T.S.
HETAL20 INSTALLATION
AtC CHASE 4" PVC
SLEEVE THRU STEM
WALL
SLEEVE THRU STEM-/
SEE PLAN FOR
4''
FOUNDATION INFO ---
STEM FOUNDATION
GRADE
REINF. SEE PLAN
tvt� rvi.,
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON HETA20 HETAL20
INSTALLATION AT MID SPAN
SIMPSON 1
wl (18) 10d
NAILS
UPLIFT = 11
TYPICAL SIMPSON
H10A INSTALLATION
JOTE:
IPLIFT VALUE
3 BASED ON
;.P.F.
LOCATION OF
SECOND H10A
(WHEN
REQUIRED)
TYPICAL SIMPSON
MTS/HTS INSTALLATION
TOP (2) #5s xV-O"
CENETERED @ PIPE
PENETRATION
PLUMBING LINE
PVC OR SCH40 SLEEVE
Mlr%r' lr-r*i'rl^ A I 'rl IMI 1 r-klr%
- PVC OR SCH40 SLEEVE
TOP (2) #5's x 44r—\
CENETERED @ PIPE
PENETRATION PLUMBING LINE
//_
4 .4
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5s x 4'-0"
CENETERED @ PIPE
PENETRATION
PVC OR SCH40 SLEEVE
PLUMBING LINE
A,.
V 4 4
:-
4
A
SEE FND. PLN.
SIZE& REINF.
1. dw
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SCALE AS NOTED
DATE 05-07-2018
SHEET NO.
SN 1
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.
12
p
VARIES
5/8"OR 1/2"HIGH--`
STRENGTH CEILING
BOARD PER CODE (OR 5/r
GYP. TYPE 'X" @ GARAGE
W/A HABITABLE ROOM
ABOVE) W/DRYWALL
SCREWS @ 7- O.C.
CEILING& 8"O.C. WALLS /
I
INSULATION PER
CHART ON FLOOR
PLAN
1x2 P.T. HORIZONTALj
NAILER
STD. 907 HOOK (SEE DETAIL
(1) LAYER TYPE 11 (#30)
UNDERLAYMENT FOR ROOF
PITCH > 4:12
(2) LAYERS TYPE I OR TYPE 11
(#15 OR #30) UNDERLAYMENT
FOR ROOF PITCH 4:12 OR LESS.
PRE ENGINEERED WOOD
TRUSS @ 24N O.C. U.N.O.
HURRICANE ANCHOR @ EACH
TRUSS (SEE UPLIFT SCHED.) W/
METAL PL. UNDER EA. TRUSS
MOISTURE BARRIER
SHINGLE ROOF
7/160 O.S.B. MIN. SEE ROOF
NAILING SCHEDULE ON SHT.
SN1
ELEV. VARIES�
LUMINUM DRIP
EDGE
UMINUM FASCIA
1T N.O. 2x SUB FASCIA
EE SOFFIT
SHEET
8N8"Xl 6" KNOCK -OUT
BLOCK W/ 1#5 CONT.
FILLED SOLID W/GROUT
8"C.M.U. TYPICAL
TYPE "S" MORTAR
_----ARCHITECTURAL
FINISH
1x2 PT WD FURRING @ 24- O.C.-/
(1) #5 VERT. I
1/2" GYPSUM WALLBOARD
CELLS(SEE
U.N.O.
FOUNDATION
FOR LOCATIO
1x4 P.T. BASE NAILER
4"x4" INSPEC
3 1/4" BASEBOARD PORT AT EAC
FILLED CELL
MIN. 2500 PSI CONC. SLAB AT GARAGE
MIN PSI MAY VARY PER TO CUT BLOC
MUNICIPALITY.
CURB DUE T
CONCREFE SLAB W/ 6X6 /-NOTE:EXTEN
W1.4XW1.4 WWF OR DECO FINISH
TIBERMESH"
BELOW GRAD
;o 9
2
cn
g
z
6 MIL VAPOR
BARRIER 4
COMP. SOIL.
(COMPACTED TO 95%
MODIFIED PROCTOR
ASTM D1557)
3" MIN. CLR.
(2) #5 REBAR CONT.
STD. 90 HOOK (SEE
ON 3"CHAIRS TYP. 114"
U.N.O. DETAIL)
TYPICAL WALL SECTION
SCALE: 3/e 1'4r
A
E
W
S
L
AL
1T N 2x
E
SH
N FILL
PLAN
NS)
TION
H
TYPICAL
CONTRACTOR
K OR POUR
O SLOPE
D
40 to 60
E
o
OPT: DEPRESS SLAB 5 Y2" DEEP
AND 6' BEYOND DOOR TO -
RECEIVE PAVERS / DRIVEWAY
CONCRETE SLAB-----,
BLOCK WALL BEYOND
14"
0 H D RECESS
IN
SEEAIS30RJ/S6-'- -11-ITT-1
FOR REINF. INFO. 3" MIN. CLEARANCE
1' 4- (1 STOP 1 '-r (1 STORY w/ DEPRESSED SLAB OPT.)
1' .8- (2 STORI 1
GARAGE DOOR SLAB RECESS
ri.,
SEE TYP. WALL SECTION FOR SCALE: N.T.S. �.S3
ADDITIONAL INFORMATION.
2x #2 SPF STUDS
@16' O.C. W/ (2)
16d TOENAILS T & B
2x P.T. PLATE---\
(2) #5 CONT. ON 3-
CHAIRS (TYP.)
(1) ROW 2x BLOCKING @ MID
HGT. FOR WALL HGT. !g 8-6". (2)
ROWS 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > 81-6-.
1/2' GYP. WB (MIN.) @ GARAGE SIDE IF
APPLICABLE.
1/4" DIA. X 3 1/4" TAPCONS @ 24- O/C &
@ 6' MAX FROM END OF 2 x PLATE
6 x 6 W1.4 x W1.4 i6
V)
WWF OR FIBERMESH
8-
TYPICAL INTERIOR BEARING
WALL W/OUT UPLIFT
rG G
SEE TYP. WALL SECTION
FOR ADDITIONAL SLAB
INFORMATION.
SCALE: 3/4"=1'-0"
S3
8"x1i"x`16" NOMINAL BLOCK WITH
3/8N MORTAR BETWEEN COURSES
3/81' MORTAR BETWEEN
SLAB & BLOCK
ELEV. 0'-0"
OIL
A.F.F. I-F
4
4
4 ELEV. 4-3 1/2",Ik
4 0
F.F.
2x4 CONT�/' A. 0
4 4
CD
C14
;1. 4
GARAGE DEPTH VARIES
4
4
GARAGE SLAB AT STEP
B
SCALE: 3/4"=V-0"
S3
/-2�x S.P.F. S S 16"
O.C.
2x STUD
LOAD BEARING OR
EXTERIOR WALL
8"C.M.U.
1"x P.T. STUD
SEE CC/S3 OR
#5 VERT. IN FILLED CELL
OR
G/S3 FOR ANCHOR
BOLTINFO.
5/8"x6""J" BOLTS BOLT
(IF NO UP LIFT ON
N
@ 24- O.C. VERT. OR
�3
WALL SEE GG/S3)
5/8"x 6" EPDXY BOLT OR
(6) 1/4'x3 1/4' TAPCONS
*SIMPSON SP1 w/
SPACED EVENLY
(110) 1 Od NAILS TYP
2x P.T. PLATE
FINISHED
�ASSUMED
GRADE
MONO OR STEMWALL--,,
FOOTING MONO SHOWN Ap
;o
FOR CLARITY
t>
t>
NOTE:
*FOR BEARING WALL
W/ UPLIFT ONLY .. .. .. .. ..
ILL
FRAME WALL TO C.M.U. WALL CONNECTION rD
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
Ir- 6 x 6 W1.4 x W1.4
31/2" WWF OR FIBERMESH
4.
.0 Imin.) 4" .0-4
TYPICAL THICKENED
EXPANSION JOINT
cn
SEE A/S3 OR J/S6
FOR REINF. INFO.
SCALE: 3/4"=T-0"
S3
GRADE
#5 REBAR w/ OPT.
"REEN ENCLOSURE
MIN.
ME L
SCALE: 3/,V=
-70 S 3
BLOCK WALL BEYOND
O.H.D. RECESS
3" MIN. CLEARANCE
GARAGE DOOR SLAB RECESS
( i
SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3
ADDITIONAL INFORMATION. \,iii.�s
cl)
5/8"OR 1/2" HIGH STRENGTH
'TRUSS BOTTOM CHORD OR 2x4 BLOCKING
(U.N.O.) (OR %' GYP. TYPE 'X" @
W/ 2-16d TOE NAILS @ EACH END
GARAGE W/A HABITABLE ROOM
ABOVE)
SEE UPLIFT SCHEDULE FOR UPLIFT
S.P.F. DOUBLE
CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
TOP PLATE
(10) 10d NAILS WHEN TRUSS ALIGNED WITH
STUD BELOW
SIMPSON SP2 wl
(12) 10d NAILS
S.P.F. (OR EQUAL) STUDS @ 16' O.C. U.N.O.
1/2"CDX PLYWOOD OR 7/16" O.S.B.
SHEATHING REQ'D. FOR ALL
1) ROW 2x BLOCKING @ MID HGT. FOR WALL
EXTERIOR OR SHEAR WALLS AS
HGT. � 81-6". (2) ROWS 2x BLOCKING @ 3rd PTS
INDICATED ON THE PLAN. ATTACH
FOR WALL HGT. > 81-6".
SHEATHING W/ 8d COMMON NAILS @
4- O.C. @ BOUNDARIES, 6- O.C. @
NSULATION PER CHART ON FLOOR PLAN
EDGES, AND @ 12"O.C. @ FIELD
5/8"* x 1 0""J" BOLT @ 24" 0 C W/
IMPSON SP1 w/ (10) 1 Od NAILS
2"*x3/16" PLATE WASHER (TYP-)
(ALT: 1/2'x12"TITEN HD @ 2,V
2x P.T. BOTTOM PLATE
O.C. OR 518N1 01 WEDGE ANCHOR
x 6 W1.4 x W1.4
Z�v
@ 24- O.C.) 2w
1 WWF OR FIBERMESH
p.
I
�j M
W
5/8"OR 1/2" HIGH STRENGTH
(U.N.O.) (OR %"GYP. TYPE "r @
GARAGE W/A HABITABLE ROOM
ABOVE)
S.P.F. DOUBLE
TOP PLATE
SIMPSON SP2 w/
(12) 10d NAILS
TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/
2-1 6d TOE NAILS @ EACH END
SEE UPLIFT SCHEDULE FOR UPLIFT
CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
(10) 1 Od NAILS WHEN TRUSS ALIGNED WITH
STUD BELOW
2'x S.P.F. (OR EQUAL) STUDS @ 16- O.C.
U.N.O.
--v 1) ROW 2x BLOCKING @ MID HGT. FOR
WALL HGT. < 81-60. (2) ROWS 2x BLOCKING
@ 3rd PTS FOR WALL HGT. > 81-60.
NSULATION PER CHART ON FLOOR PLAN
5/8"'1 x 10""J" BOLT @ 24"O.C. W/
70016" PLATE WASHER (TYP.) SIMPSON SP1 w/ (10) 1 Od NAILS
(ALT: 1/2"xl 2' TITEN HD @ 24"
O.C. OR 518"xl O'WEDGE ANCHOR
2x P.T. BOTTOM PLATE
@ 24' O.C.)
6x6W1 4xW1.4
2'-
X, WWF OR' FIBERMESH
3 1/2" MI
N.
1 (min.)- 4"
so
3 1 /2"Imin 4-
(2) #5 09 Ill
CONT. 4" 1.44 r
U.N.O. MIN.
P
TYPICAL BEARING WALL @ STE
SCALE: 3/4"=V-0"
�3
v
/20
(31/2' (m in.). - �4'
JrATL
�Alz
1/2"OR 7/16"OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4- O/C
BOUNDARIES, 6"O/C EDGES, AND 12" O/C FIELD.
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. olt
(2) ROWS OF 2x BLOCKING @ o,
STUDS @ 16- O/C NOTE:
ULATION PER CHART ON FLOOR PLAN
SEE SECTION C/S3 FOR
THIRD POINTS ADDITIONAL INFORMATION
7/8" STUCCO FINISH PERASTM C. 926 APPLY 3
LAYERS W/ TOTAL THICKNESS 7/8" OVER
I SIMPSON SP1 w/ (110)
CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
5/8"* x 1 0'"J" BOLT @ 24"O/C W/ 2"*X 3/16" METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 10d NAILS
3RD LAYER 1/8"THICK. 0 K.O. BLOCK
PLATE WASHER TYPICAL .j
2x P.T. PLATE
MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1 Dd NAILS
N I Fill I
#5 REINFORCING BAR
#5 LAP SPLICE
COMP. SOIL. (COMPACTED TO
95% MODIFIED PROCTOR ASTM
D1557)
11-4w
TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1!-0"
SLAB INFORMATION.
1/2" GYP. BD.
P.T. 2x
HOLD GYP. BD.
1/2" FROM SLAB
0 CONT. BEAD SEALA&
--j -
<
INTERIOR
-31/2"
CONCRETE NAILS W 11/2
EMBEDMENT @ 1? O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#) CONCRETE SLAB
<4
6 MIL VAPOR
BARRIER
INTERIOR WALL
14" 14" 1
TEP NON-BRG.
SCALE: 3/4w=1'-0w
E
S3
-2X STUDS @ 24' O.C. U.N.O.
GARAGE
�'-1/2* GYPSUM WALLBOARD U.N.O.
W/ DRYWALL SCREWS @ 8-O.C.
-INSULATION PER CHART
ON FLOOR PLAN
CONT. BEAD SEALANT
G
j�6x6W1.4xW1.4
WWF OR FIBERMESH
4
K
S3
36- MIN. LAP 136- MIN. LAP] [xxx'/xxx
I I Xl� I 1)�, A I 1(r
en- ..... .. I I , 11 -.1
��#6 REINFORCING BAR 25 STD. 90 HOOK
#6 LAP SPLICE
-
REBAR DETAILS F�
SCALE: N.T.S.
�, �3
SEE
FRAME -DOWN FALSE BEAM w/ (3)
PLAN ,,,-SEE ROOF PLAN FOR
1 Od NAILS TO TRUSS TOP CHORD TRUSS CONNECTION
AT 24" O.C. MAX. INFO & LAYOUT DESIGN
SEE PLAN FOR jh
TOP OF BEAM 'V
SEE ROOF PLAN FOR
z STRUCTURALBEAM
SIZE& CONNECTION
a
/-2 INFO
w L� P�4 PT. i
0- ATI
U) --7/16-
O.S.B.
2x4 #2 SYP P.T. FRAMING w/
E E
> MIN 7/16N O.S.B. SHEATHING
v I N z ATTACHED PER NAILING
U) 0
COLUMN LOCATION LU SCHEDULE
ZE
w
i
w
w SEE FLOOR PLAN FOR
Ill
STRUCTURAL COLUMN SIZE
& BASE CONNECTION INFO.
SEE DETAIL 16/D1 FOR
COLUMN TO PORCH SILL SECURE 2)(4 P.T. BTM. PLATE
ATTACHMENTS & 18/D1
w/ 1/4x3" TAPCONS AT 8*
FOR COLUMN TO BEAM
ATTACHMENTS O.C.
TRIM PER PLAN
CMU BLOCK BASE, SIZE
VARIES PER PLAN - SEE
PLAN FOR SIZE AND
REINFORCEMENT (MIN. (2) #5
VERTICALS FILLED SOLID)
BRICK PAVERS OR SLAB PER
0'-On FIN. FLR.jk MMUNITY SPECS
CO
SCALE: 314"= T-W
(2) #5 CONT.-
ON 3"CHAIRS
8" V-4"
(TYP.)
(1) ROW 2x BLOCKING @ MID HGT.
FOR WALL HGT. :5 V-13". (2) ROWS
2x BLOCKING @ 3rd PTS FOR
WALL HGT. > 81-6".
-1/2" GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE.
.5/8'DIk EXPANSION BOLT @24
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#)
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
8w
TYPICAL INTERIOR BEARING
WALL W/ UPLIFT
1 K""'G�
SCALE: 3/4"=V-0"
� �3
VAHIL5
110 RECESS FOR 6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
S.G.D. (U.N.O.)
E
4
4
.1 'A 7
E!4
4
7
SEE AIS ---
3/J/s6 8-
FOR REINF. INFO.
OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
-N
SLAB STEP & RECESS S.G.D. rM
SCALE: 3/4"=V-0" '\. �3
MASONRY WALL AND
PAD FOOTING
8"MASONRYWALL
CONT. FOOTING STEEL
GRADE 4
;, 9
2 1 1�1 I ]-'I I ILI I'
-H I- - -
Lu 14
0
FILL CELLS
EXTEND
TO FOUNDATION PAD &4
MAT REINFORCING.
4
Z D UJI
71
w 0
Lu
0 LIJ cn 7= 1= z
LL Q
CO 11 ME IEEI I Ed I lEd I 1= -'''I I 1=1 I I
OOTING
-11 =-1 I V1 I M 11 1 -=�11
PAD REINFORCEMEN BEYOND
3"MIN. CLEARANCE
(SEE SCHEDULE) FOOTING WIDTH
PATIO COLUMN FTG. DETAIL rN'�
SEE SCHEDULE
SCALE: N.T.S. S3
I I fill.,
*%
:Lu c\1
:L) Cc: < Z
:-z,
Fo z,
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L-
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(v 0 Ln
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u 00
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z 3:
uj C)
-j 0
U)
uj
INN-
0 U)
j <
ui
INN- C)
z
SCALE AS NOTED
DAT -2018
E 05-07
SHEET NO.
S3M
F
L- - - - - - -
- - - - - - -
12
SEE ELEV.
:t
SIMPSON SP2 W/ (12) 1 Od
NAILS AT EACH STUD
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW
112"EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4' O/C BOUNDARIES 6' O/C
EDGES & 8"O/C FIELD
SIMPSON SPI W/ (10) 1
NAILS AT EACH STUD
2x P.T. PLATE
5/8" x 1 On "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
(2) 2x HEADER TO SIT
2x6 2x8 WALL BEYOND
FLUSH TO THE OUTSIDE
SEE PLAN FOR HEADER
SEE PLAN FOR SIZE
CONNECTION
-'---2x
DEAD WOOD @ MID
POINT w/ (3) 12d
TONEAILS SPACED
DOUBLE 2x TOP
EVENLY
PLATE
2x BLOCKING @ EACH END W/ 1 Od @
71 Z� 4"O.C. FROM EACH HEADER FACE
11
TO BLOCKING
--(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 1 Od @ 8-
tvA E5 O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S.
S4
8"X8*Xl 6" K.O. BLOCK W/ 1 #5 CONT. -::
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
STD. 9&'HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERAL NOTES
SLOPE FORWARD
FOR DRAINAGE
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24"O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2X4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16"O.C.
SINGLE 2x CONT. TOP
PLATE W1 (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16"O.C. W/
(3) 1 Od TOENAILS T&B
AS REQ'D
2x BLOCKING @ MID
POINT EVERY OTHER
STUD W/ (3) 10d NAILJ,;�--
BLOCKING (TYP.)
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
\--ROOFTRUSS
CONNECTOR (SEE SCHEDULE)
IRE BARRIER
SCALE: N.T.S.
'VENT OR 2ND FLOOR
1/2"MINIMUM CEMENT FINISH
/-TYPICAL C.M.U. WALL
STANDARD 3" DIA TEE
3/4" FURRING STRIPS
THREADED 3"DIA. EXTENSION
I/2"GYPSUM BOARD
SCREW OFF CAP (3- DIA.)
W/ DRYWALL SCREWS
FOR CLEAN -OUT
@ 8"O.C. OR 4d
MIN. EXTENSION FROM
DRYWALL NAILS
EXTERIOR FACE OF BLOCK
WALLIS 1 1/2" MAXIMUM
EXTENSION FROM EXTERIOR
FACE OF BLOCK WALL IS 2 1/4w
DRAIN
WALL CLEAN -OUT rA
SCALE: N.T.S.
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WINDOW
KNOCK-OUT—
)#5
BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT 7
INN
I
INN
MEN
MEN
M11111111111111
MEN
1 1
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE.
SCRAP MATERI
MOUNTING BASE SHOWN
IN POSITION
-2x6 MOUNTING BASE
G
S4
FORM CREATES CONCRETE RECESS TO
2A (NOM FOR WATER SHED.
RECEIVE GARAGE DOOR AND TO ALLOW
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
GARAGE ENTRY FORM DETAIL
GARAGE DO
8x8xl6 C.M.U.
GARAGE DOOR ROLLER
CONNECTION ASSEMBU
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
2
SCALE: N.T.S.
-TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
4
SCALE: N.T.S.
4
Z
IBOTTOM OF MOI IN
POURED CONCRETE BASE FOR TO BE 2"ABOVE FINISHED
BLOCK WALL. RECESSED SPACE GARAGE FLOOR.
FOR GARAGE DOOR AND WATER
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
7 5/80 8" 7 5/8" 8" 7 5/8" 8"
INTERIOR
WALL
EXTERIOR
WALL
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8xl6 BLOCK
DOOR OPENING --r,,
1 ST COARSE 2ND COARSE 3RD COARSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE
COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11' DOORJAMB WALLIS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MASONRYLAYOUT KD
SCALE: N.T.S. �4
VERTICAL JAM
5/8*DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
RUSS BOTTOM CHORD OR 2X4
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
EBLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD.
@ EACH END WALL
4
4
DOOR STOP
MOLDING
4
14T 0.
ED
2x TOP PLATE GARAGE
DOOR
2-16d NAILS @ 24- O.C. OR
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING 2 x 6 P.T.
2x STUD @ 24" v
O.C. MAX.
PROVIDE P.A.F. NAILS OR
2x P
T
PLATE EQUAL @ 12' O.C.
SEE TYPICAL WALL SECTION
12
(TYP) SEE ELEV.
PRE-ENGINEERED WOOD TRUSSES @ 24' O/C
UPLIFT CONNECTOR (SEE SCHEDULE)
DOUBLE 2"A"S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2
LAYERS 3/8" THICK EACH. 3RD LAYER
1/8"THICK.
/---CRICKET AS REQUIRED
SIMPSON SP2 w/ (12) 10d
NAILS AT EACH STUD
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d
COMMON WIRE NAILS @ 4- O/C
BOUNDARIES 60 O/C EDGES & 8"
BLOCKING (TYP.)
O/C FIELD
2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
CARRIER/GIRDER TRUSS
SIMPSON HETA20 w/ (9) 10dxl 1/2'
NAILS AT EA. TRUSS VERTICAL WEB
(24' O.C. MAX) w/ MIN. 4" EMBEDMENT
IN KO BLOCK AT EA. STUD
MAIN SPAN
MOISTURE BARRIER
ROOFTRUSS
UPLIFT CONNECTOR
8"X8'Xl 6" K.O. BLOCK W/ 1 #5 CONT.
LA
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL---- H I
W1 STD. 900 HOOK IN K.O. BLOCK
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E
PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z W/ (12) 16d NAILS
TOP
2 ROWS 1 Od @ 3" O.C. (14
��LCE. vvvo �
SPLICE NAILS TOTAL) EA. SIDE OF
l%*q*,SPLICE STAGGERED
V
.J,0 flIv 1
1`10d @ 8' O/C
.
.
ATTACH ALL -1
STAGGERED FROM BOT. U
SEE A/S3 FOR : PLATE TO CONCRETE DOOR TRACK EXTERIOR ST DS
REINF. INFO. W/MOUNTING ANGLE W/ Y816d TOENAILS
TO P PLATE
NOTE:
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
BOTTOM SPLIC)
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVERSTUD
AT LEAST 4'-0" LONG. TYPICAL
TYPICAL INTERIOR NOW r
M
BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK rK TOP PLATE SPLICE DETAIL
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
F= 2240 LBS
SIMPSON SIMPSON SIMPSON
2x CRIPPLES @
16' O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 w/ (6)
10dxl 1/2"AT EA
STUD (USE SP6 FOR
2X6 WALL, USE SP8
FOR 2X8 WALL)
1 Od NAILS @ 8"
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2"x 4"WALL
2"x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIMPSON
SIZE
EA END
EA END
EA END
EA END
V-4-
(1)
(2)
(1)
(2)
(1) LSTA30
4'-9-
(3)
(2)
1 (2)
(1)LSTA30
91-16,
(3)
(4)
(2)
(4)
(2) LSTA30
SP4 SP2 SIMPSON SP4 SP2
FF
2X STUDS @ 24- O.C.
/8"XlO"*J"BOLT \-NAILED
@ 24"O.C. MAX. INTO
MIN. (2) PER TRANSOM
BOTTOM PLATE TRANSOM FRAMING FRAMING
FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION 1
2X P.T. SEE SECTION AA/Sl
J4 PLATE AND BB/Sl FOR
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12' O/C EACH FACE OR
@ 12" O/C FOR 2"xl On OR
3-ROWS 12d NAILS STAGGERED
GREATER HEADER
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
\_(l) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER * EXTERIOR HEADERS:
ONLY (1) 2x SILL PLATE W/ (2)
12d TOENAILS
* OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE W/ SIMPSON
LS30 w/ (6) 1 Od x 11 /T EACH
SIDE
'��2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
** HOLD DOWN
CONNECTIONS
NOT REQUIRED @
BEARING WALLS NOTED
P.T. BOT. PLATE WITHOUT UPLIFT
WALL HEADER DETAIL K�Q
SCALE: N.T.S.-
SIMPSON SP4
TRANSOM FRAMING
SEE SECTION AA/Sl AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
4
SIMPSON
SP4
ADDITIONAL DETAILS
SIMPSON
SP2 1
-NAILED INTO
TRANSOM
FRAMING
RECESS
LINTEL
SIMPSON
spi
SIMPSON SIMPSC
SP4 SP4
SCALE: N.T.S. � �S4
SIMPSON SP4
�_2X TOP PLATE
OVERLAPPING
10d NAILS @ 6'
STAGGERED
J-BOLTS @ 24' O.C.
MAX
-2X P.T. PLATE
2'x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(2215# SPF)
(3285# SPF)
(4065# SPF)
' ) (5665# SPF)
IS (6865# SPF)
N. 8"
PDXIED A.T.R.
t & NUT
IOXIED A.T.R.
t & NUT
OXI ED A.T.R.
I & NUT
I
J_ 2X8 I P.T. BOTTOM PrE
\�-5/8'xl O""J" BOLT@ 24" O.C. MAX.
C SIMPSON (MIN. (2) PER BOTTOM PLATE) C
SP4
'
ROOFTRUSSABOVE
2X BLOCKING
(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
" K.O. BLOCK W/(l)
#5 CONT. &
FILLED
518-AlO"J-BOLTS
@ 2'-0' O.C.
-MASONRY WALL
1 Od NAILS @ 4
10d NAILS @ 6' O.C.
STAGGERED A STAGGERED
a 0 TRANSOM FRAMING
BEYOND.
Z PLYWOOD
0 �E SHEATHING
o
o
B
o
SIMPSON SP4w/(6) 10dx 112"
zo
SIMPSON
(USE SP6 FOR 2x6 WALL, USE
o—PLYWOOD
o
spi SIMPSON
SP8 FOR 2x8 WALL)
SHEATHING
Sim pSO�N SP4
SIMPSON SP2 wl (12) 10d NAILS MASONR
SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW
o- 5/8"Xl O"J-BOLTS @ 24"O.C.
SP4
/
MAX. (MIN. (2) PER BOTTOM
o PLATE)
4 4
4
ALTERNATEO
518"DIA. ATR EPDXIED
2X8 P.T. BOTTOM
MIN. 6"INTO BOND BEAM
P1 ATE
__F
@ 24" O.C.
FIRAMING DETAILS ABOVE ENTRY
rR'�
518'xlO' -J' BOLTS @ 24' O.C. MAX.
SCALE: N.T.S.
�,S4
(MIN. (2) PER BOTTOM PLATE)
. .....
*1- 4C:)
cl)
:uj
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w 0 z- CC
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42zo IV)
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t
ju-j L'n Lu ui
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wUJ
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ui
0
SCALE AS NOTED
DATE 05-07-2018
SHEET NO.
S4
F SEE STRUCTURAL NOTES AND
NAILING SCHEDULE FOR
SHEATHING DETAIL
TOPCHORD
BLOCKING F
OR�
FIRST FOUR
ROWSOF
TRUSSES @
EDGESOF 2x4CROS LB
SHEATHING APPROX. 8" FROM
TYPICAL @ RIDGE FASTENED AT
48' O.C. EACH JOINT W/(3) 10d
MAX. & (2)10d TOE NAILS @
EA. END @ 48' O.C.
L- - - - - - - - - - - - - -
SIMPSON HGAM10KTA
W/ (4) 1/4*xl 1/2" SDS
SCREWSTO
BLOCKING & (4) 1/4'X2
3/4"TITEN TO CMU
2x4 -T- ON T6P OF PANEI RI nrK-h-r.-.l,
FASTEN WITH 1 Odx3' @ 4' O/C SPACED
@ 48" O.C.
5/8"x 10""Jo BOLT @ 32"O.C. MINIMUM 6"FROM-
PLATE SPLICES W/ 3/16-x2" 0 PLATE WASHER
NOTE: IF EMBEDDED
STRAP MISSED TICAL
6 W/ (7) SECTION
R
WEB, USE MSTAVR4�31 7)
1 Od NAILS & (4) 1/4-x2 1/4-
TITEN ON OUTSIDE SCALE: N.T.S.
TOENAIL W/ (2) 16d NAILS
2wx4"OUTLOOKER
@ 24' O.C.
45'
2x6 P.T.
SILL
24' MAX.
\- SIMPSON Hl OA w/ (18)
10d x 112" @ EA.
OUTLOOKER
L� BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
LETRUSS
1/2' CDX PLYWOOD OR
7/16' OSB SHEATHING
ATTACHED W/ 10d
NAILS @ 6"O.C. EDGES
AND 1T O.C. FIELD
O/C
1 'dX3" @ '"
THROUGH CHORD
INTO 2*x6" P.T. PLATE
WEEPSCREED
INSTALLED PER MANUF.
MOISTURE BARRIER
L___
SIMPSON HETA20 w/ (9)
1 Odxl 1/2w NAILS AT EA.
TRUSS VERTICAL WEB (24'
O.C. MAX) w/ MIN. 4w
EMBEDMENT IN KO BLOCK
BACKNAIL W/ (2) 16d NAILS
SIMPSON Hl OA w/ (18)
SEE STRUCTURAL NOTES AND 10d x 1 12"AT EA
NAILING SCHEDULE FOR OUTLOOKER
SHEATHING DETAIL
BACKNAIL w/ (2) 16d NAILS
2"x4" SEE STRUCTURAL NOTES -
OUTLOOKER AND NAILING SCHEDULE
@ 24' O.C. FOR SHEATHING DETAIL
TOP CORD BLOCKING
45'±
2X4 CONT*L� BRACE
FOR FIRST FOUR
FASTENED W/ (2) 10d 3'
ROWS OF TRUSSES @
AT 24"O/C. CMID HEIGHT
EDGES OF
SHEATHING TYP.
2X4 KICKER
2X8 SYP#2 "L" BRACE TO
@ 8'-w O/C.
EXTEND AT LEAST 90% OF
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
RIDGE FASTENED AT
SIMPSON H25A w/ (110) 8d
EACHJOINTW/(2) 10d
& (2)10d TOE NAILS @
\7&
FROM LEDGER TO
EA. END
BLOCKING
GYPSUM WALLBOARD
7
GABLE TRUSS
2"x4w PANEL BLOCKING @ 48"O.C. FOR THE FIRST
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
1/2" CDX PLYWOOD OR 7/16"
CORD ATTACHED W/ (2) 16d TOENAILS
OSB SHEATHING ATTACHED
2'x4' LEDGER (MATCH BOTTOM CHORD
W/ 1 Od NAILS @ 6' O.C.
L
SLOPE OF ADJACENT SCISSOR TRUSS)
EDGES AND 17O.C. FIELD
2"x6" P.T. SILL
Ef
NOTCH "L" BRACE HERE
5/8"x 10""Jif BOLT @ 48" O.C.
WEEP SCREED
.0
SIMPSON HETA20 w/ (9) 10dxl 1/2' NAILS AT &�-O'
INSTALLED PER MANUF.
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
-
MOISTURE BARRIER
ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS
& (4) 1/4'x2 1/4' TITEN @ 4-V O/C ALIGNED WITH
GABLE WEB
SECTION
rT�
SCALE: N.T.S.
,., �5
BACKNAIL W/ (2) 16d NAILS
REFER TO DETAIL J
ON SHEET S5 FOR
t-
SEE STRUCTURAL
X-BRACING, AND TOP
Fl
4
x
NOTES AND NAILING
CHORD BLOCKING
to
SCHEDULEFOR
INFORMATION
to
SHEATHING DETAIL
2"x4" CROSS BRACE
WOOD TRUSSES
go
co
APPROX. gm FROM
RIDGE FASTENED AT
2x4 RAT RUN BRACING
EACH JOINT W/ (2)
AT 24" O.C. ON TOP OF
ty
10d & (2) 10d TOE
BOTT. CHORD FOR 4
NAILS @ EA. END
TRUSS SPANS
ATTACHED W/ 2 - 16d
2X4 PANEL BLOCKING
AT EA. TRUSS JOINT
(2) 2"x 4w LAMINATIONS W/ (1) ROW
(3) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
@ 48" O/C FOR THE
FIRST (4) ROWS OF
2X4 BLOCKING @ 24'
OF STAGGERED 10d COMMON WIRE NAILS
OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
TRUSSES FROM EA.
O/C W/ (2) 16d
(D = 0.148m, L = 3") OR EQUAL
(D = 0.207, L 4 1/2') OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL
END TYP. TOP &
TOENAILS @ EA. END
NOTES:
BOTTOM ATTACHED
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"DIA. X 51/20 LAG SCREWS OR EQUAL
W/ (2) 16d TOENAILS
MASONRY WALL
OF THE COLUMN
(SPACE AS SHOWN FOR 3-PLY)
ARCHITECTURAL FINISH
5 FOR 5 PLY PROVIDE 1/4" DIA 7" LAG SCREWS OR E UAL
SIMPSON Hl OA wt (118)
1 Od x 112" AT EA. SIMPSON SP4 w/ (6) 1 Od x
OUTLOOKER 112- AT EA STUD (USE
SP6 FOR 2
6 WALL
USE
TOP CORD BLOCKING
FOR FIRST FOUR ROWS
OF TRUSSES @ EDGES
OF SHEATHING TYPICAL
x
,
SP8 FOR 2x8 WALL)
2x4 OUTLOOKER @ 24'
O.C. (OPTIONAL - SEE
24m MAX.
ELEVATIONS)
DOUBLE TOP PLATE
2X4 CROSS BRACE APPROX. 8'
FROM RIDGE FASTENED AT
EACH JOINT W/ (2) 10d & (2) 10d
TOE NAILS @ EA. END
2x FRAME WALL (SEE WALL
SECTION FOR SIZE & SPACING)
�_11/2"CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 10d NAILS @ 6" O.C. EDGES
AND 12"O.C. FIELD
Ki
6,
(2) 16d NAILS
2x4 PANEL BLOCKING @ 2x BLOCKING
i2,V MAX.
O.C. FOR THE FIRST (4)
ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL
EA. END TYP. TOP & BLOCKING, FASTEN WITH
BOTTOM ATTACHED wl (2) 1 Odx3' @ 4- O/C
16d TOENAILS
2x4 LEDGER (MATCH BOTTOM
CHORD SLOPE OF ADJACENT
TRUSS)
SECTION
SCALE: N.T.S.
SIMPSON Hl OA W/ (118)
10dxl 12"AT EA
OUTLOOKER
(2) 16d NAILS
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS
)
-
,
. x
2x4"T" ON TOP OF PANEL
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
EXT. WALL CONN. @
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
NON - LOAD BEARING LOCATION
rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
SEE TYP. WALL SECTION FOR SCALE: 3/4"= l'-O' TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (0'8� SECTION 9
� �5
ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S.
4INIMUM 2x
'ROSS BRACING
SEE PLAN FOR
OCATIONS)
(2) 16d PER
JOINT
L- CONTINUOUS BOTTOM CORD BRACING 2wx4w MIN. SEE M/S5
CROSS BRACING DETAIL
SCALE: N.T.S.
S5
2-x4' OUTLOOKER @ 24'
O.C. W1 (2) 1 Od PER JOINT
1 Odx3w O/C
TOENAIL-) 6"O/C
W/ (2) 16d TYPICAL
NAILS
ALTERNATE NON -DROP
GABLE END DETAIL
SCALE: N.T.S.
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
V BRACE Wl 1 Od @ 4' O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
2X4 OUTLOOKER
24"O/C
TOP CORD
BLOCKING FOR
FIRST FOUR ROWS
OF TRUSSES @
MAX. EDGES OF
SHEATHING TYP.
"L" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLE TRUSS
-1/2"CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 1 Od NAILS @ 6' O.C.
O.C. FIELD
/-JACKTRUSS
SEE PLAN FOR
2X4 BLOCKING W/ H
(2) 12d TOENAILS
F.
BACKNAIL w/ (2) 16d NAILS
SEE STRUCTURAL NOTES -
AND NAILING SCHEDULE
FOR SHEATHING DETAIL
n4m CROSS BRACE
APPROX. 8" FROM
RIDGE FASTENED AT
EACH JOINT W/ (2)
10d & (2) 1 Od TOE
NAILS @ EA. END
2x4 PANEL BLOCKING
@ 48' O/C FOR THE
FIRST (4) ROWS OF
TRUSSES FROM EA.
END TYP. TOP &
BOTTOM ATTACHED
W/ (2) 16d TOENAILS
8d @ 6'O/C
WOOD TRUSSES
SIMPSON HGAM10KTA W/ (4)
114"xl 1/2"SDS SCREWS TO
BLOCKING & (4) 1/4'X2 314'
TITEN TO CMU
SIMPSON H10A w/ (18)
10d x 1 12"AT EA
OUTLOOKER
(2) 16d
2x4 OUTLOOKER
@ 24' O/C
TOP CORD
BLOCKING FOR
FIRST FOUR ROWS
OF TRUSSES @
MAX. EDGESOF
SHEATHING TYP.
-"L� BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
r--GABLE TRUSS
-1/2"CDX PLYWOOD OR
7/16" OSB SHEATHING
ATTACHED w/ 10d NAILS
@ 6' O.C. EDGES AND 12-
O.C. FIELD
-2x4 Ir ON TOP OF PANEL
3
BLOCKING, FASTEN NTH
1 Odx3" @ 4" O/C
SIMPSON HGAII OKT w/ (4) 1/4"xl 1/2'
SDS SCREWS TO TRUSS & (4) 1/4N3-
SDS SCREWS TO PLATES AT 36m O.C. SIMPSON SP2 wl (12) 1 Od
NAILS AT EACH STUD
DBL. TOP PLATE
STUD WALL (SEE TYP. SEC.)
SECTION
r4
SCALE: N.T.S. 1\15�
2 x 4 BLOCKING W/ (2) 10d
TOE NAILS AT EACH END @
24' O/C (TYP)
li:�N-BRACING W/ (3) 1 Od x 3- AT
\EACH CONN. @ 24" O/C
-MOISTURE BARRIER
\-BOND BEAM
MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. @ NON - LOAD
BEARING LOCATION (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
"L" BRACING REQUIREMENTS
STUD
SPACING
NO
"L"BRACE
(1) 2'x4' (U.N.O.)
"I! BRACE
2-x6' (U.N.O.)
wl_� BRACE
24"
no- 3'-0"
3'-0"- 6'-0"
6'-Ow & GREATER
SCISSOR GABLE (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 'L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 'L� BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3- NAILS @ 4' O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT w/ (4) 1/4'xl 10 SDS
SCREWS TO TRUSS & (4) 1/4')T SDS SCREWS
TO PLATES (TYP.)
GABLE END BRACING DETAIL SCALE: 314"=1'4)"
MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 w/ (12)
1 Od NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
E
S5
z
w
2x4 BLOCKING —2x4l" BLOCKING
@ 48' O.C. 6d NAIL
ffl_� BRACE
ATTACHED
1 Od NAJ LS 4"
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE "L" BRACING DETAI
SCALE: N.T.S.
!4
AL
2x4 "'r BLOCKING
2x4 BLOCKING @
48" O.C.
-16d NAIL
"L" BRACE ATTACHED
W/ 10d NAILS @ 4' 0.
TYPICAL
GABLE TRUSS WEB
SINGLE "L" BRACING 6
SCALE: N.T.S.
DIAPHRAGM
BLOCKING @
480 O/C
I SS
GABLE TRU
gElgl
TRUSS VERTICAL
(2)2-x8"-L' BRACE
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE r7
AS PER HIB 91 SCALE: N.T.S.
20'-Ow MAX 20!-0" MAX
"r BRACE SEE DET. JIS5 n CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
a
Ll
11111
WIN
111
1-
1
pup
NOTE:
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
THAT MY BE REQUIRED
2) -r BRACING MAY BE USED IN PLACE OF PERMANENT
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCSI 1-13
SCISSOR TRUSS
131.
ITOP & BOTTOM CHORD
GABLE END BRACING @
4'4r O.C. MAX. FOR
FIRST (4) ROWS OF TRUSSES
SCALE: N.T.S.
2X4 BRACING @ 48"O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
MEAN ROOF HEIGHT UP TO 30'-Ow SCALE:NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-Ow - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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SCALE AS NOTED
DATE 05-07-2018
SHEET NO.
S5
DRYWALL
DOOR JAMB (REFER
DOOR JAMB (REFER r-1 X4 1/2"DRYWALL
F
DOOR JAMB (REFER
TO SHT. SDW2-K1
h
1X4 1/2" DRYWALL
4
TO SHT. SDW2-K1
P T
P.T.
TO SHT. SDW2-K1
FOR CONN. DETAILS
FOR CONN. DETAILS
k1X
th
FOR CONN. DETAILS
elIX44111/12'
X4
X 4
1
3-1/4" LONG X 3116NO
X4
FURRING
1
3/16"0 X 3" LONG FURRING
TAPCONS
3/16-0 X 3-1/2" LONG
FURRING
TAPCON. INTO
STAGGERED @ 16' 1X8 P.T.
TAPCONS STAGGERED
STAGGERED @ 16' O.C.
2X8
1x8
BLOCK@ SPACING
1"
DETAIL
O.C. 2-ROWS INTO
2-ROWS INTO
PER MANUFACTURE
MASONRYTHROUGH
1-1/211 DETAIL
MASONRYTHROUGH
3" DETAIL
1x4 P.T. & 1x8 P.T.
1x8 P.T. & 2x8 P.T.
3/16" x 3 -1/2'
'x
TA P CO N
TAPCON @ 16'
OC 4
O.C. & 4" FROM
R
F-
1X4 P.T.—
3/16"x 3 -1/T
DOOR JAMB (REFER
1/2w DRYWALL
DOOR JAMB (REFER
C
EACH END W/ MIN
H END V
DOOR JAMB (REFER TAPCON
TO SHT. SDW2-K1 FOR
F-1X4
F
TO SHT. SDW2-K1
4EA
2. EDGE DIS7
2" EDGE DIST.
TO SHT. SDW2-K1
CONN. DETAILS---__
FOR CONN. DETAILS
FOR CONN. DETAILS
10d @ 12"O.C.
1X4
FURRING
2X8 P.T. WITH 3/16005 X 3
r, T Ae ocr
2x P.T. AS REOID
L 2X8 P.T.
LONG TAPCONS
STAGGERED @ 16- O.C.
2X8
2x DETAIL
2 1/4" DETAIL
2-ROWS INTO MASONRY
3-1/4" DETAIL
BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS
SCALE: N.T.S.
1/4w MAX
2'-Ow
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK
F
- - - - - - -
- - - - - - - -
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4"x 3 1/4* TAPCON ( 11/4" MIN.
EMBEDMENT INTO BLK.)
I X 4 FURRING
BLOCK HEADER
1/2"DRYWALL
8d NAILS AT 8"O.C. AT BUC
K
2 x 8 45^ DIAGONAL (4) 10d NAILS INTO
BRACE(S)
2 x 8 BRACE/ BLKG.
7/16" OSB
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
IA7
POLY -CELL IN THIS AREA
SCRIBE (NOTCH)
BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
CONNECT W1 8d NAILS BRACE/ BLKG.
INSTALL WDW. SCREW ANCHOR--/T \-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSI3
INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-1/2m THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL
SCALE: N.T.S.
SECTION
A -A
8w
1/4w x 3 1/4" TAPCONS
—LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
2 x 8 45 DrAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 1 Od NAJ LS
AT EA. END
PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAD.
2 x 8 BUCK - CONNECT TO BLOCK SECTION
-WITH 1/4" x 3 1/4"TAPCON (1 Ile MIN. B-B
EMBEDMENT INTO�K.)
/4"MAX
2'-0" 8.
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
1 X 4 FURRING
BLKG. & BUCK
8d NAILS@ 8-O.C.AT BUCK
2 x 8 VERT. W1 (2) 1 Od
NAILS AT EA. END
PROVIDE 2x
PROVIDE 2 x 8 DIAG. BRACE B TMk--',
PROVIDE (2) MIN.
CONT. W1 (3)
VERT. BRACES WHEN HGT. OF
TAPCON AT EA. SIDE
12d NAILS
BRACE EXCEEDS 240
BUCK - (1) WITHIN 4-
LEAVE A CUT OUT IN O.S.B. ON T
MIN. OF START OF
2 x 8 VERT. BRACE(S)
INSIDE TO ALLOW FOR INSULATION
ARCH
TO BE INSTALLED
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
7/16" OSI3 ARCH PANEL
TO FIT ARCH CONNECT W/
8d NAILS
'1--2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
START OF ARC
4! MAX. RAD.
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL
INSTALL WDW, SCRE W
THRU OSB INTO 2 x 8
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
ARCH DETAIL rK
13-13
SCALE: N.T.S.
N.T.S.
MAX. 8"
PROPER INSTALLATION
FILL SOLID
BOTH CELLS
#5 REEL
(Typ')
STD.w
HOOK C
k
7
I
7
1
,
NOTCH WEB AT
FIRST2COURSI
UPLIFT CAPACITY = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
1 -PLY PRE-ENGINEERED TRUSS
IM
H
w
(
)
'x
/
' SDS
SC
REWS & (5) 1/4"x 2 1/4"TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2w/ (16)16d
SINKERS AND (7) 1/4-X2 1/4' TITEN 2150 #)
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W1 (3) #6 X 4Y.- WOOD
SCREWS @ 16- O.C. MAX. OR IF MASONRY
WALL USE (3) 1/4' X 3 1/2' TAPCONS AT 16'
O.C.
JACK TRUSS PROVIDED BY
TRUSS COMPANY OR
2x6 #2 SYP @ 24' O.C.
ROOF SHEATHING ATTACHED
A
PER NAILING SCHEDULE
TO 2X4 7
GLASS BLOCK INSTALLATION NOTES
A)
COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B)
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
C)
SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
D)
SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8' PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
TYPE *Sm OR'Nw. STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
ANCHOR
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
COURSES TO PREVENT THE MORTAR FROM BEING wSQUEEZED" OUT.
1/ 4- EXPANSION BOLT (2
I
E)
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL :�,'��PER ANCHOR)
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE) EXPANSION STRIP
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS NTH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE Wt
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
SMOOTH. DO NO FURROW.
F)
PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6" MIN. LAP
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
REMAIN FREE OF MORTAR.
NOTE:
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION NOTES.
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J)
APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
MANUFACTURERS APPLICATION MANUAL AND INSTRUCTIONS.
K)
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING.
FOR WIND SPEEDS UPTO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
12
SEE
PLAN
JACK TRUSS PROVIDED BY—/
TRUSS COMPANY OR 2X4
#2 SYP @ 24' O.C.
SIMPSON
H2.5A w/ (10)
8d NAILS
4!-0" MAX SEE PLAN
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (2) #6 X 4%' WOOD
SCREWS @ 16' O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4' X 3 1/7 TAPCONS AT 16'
O.C.
SECTION @ ENTRY L
SCALE: 3/4" V-0"
\11's's
(1) #5 BARS CONT.
TOP WITH MIN. 3"
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
W.W.M. AT PERIMETER
WHERE THIS CONDITION
OCCURS
COVER 6!-Ou --F.F.
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SECTION AT DEEP MONO FOUNDATION
SCALE: 3/4"= V-0"
L FILLED CELL PER
FOUNDATION PLAN
A
YP.)
THE
:S
++ +
+ +
+
+
+
+
TRUSS
2X4 SYP
EACH TRUSS
CONNECTOR
SEE LINTEL-
SCHED.
PRECAST LINTEL
4p#
411#1
41t#
4%6
FILLED CELL INSTALLATION
2 X 4 #2 SYP SCAB TO SIDE OF
"-**"—TRUSS AS SHOWN FOR O.H. UP TO 2-6"
DOUBLE 2x4 SCAB FOR 7-6"TO 4!-Om O.H.
(2) 1 Od NAILS @ 8' O.C.
TO TRUSS TOP CHORD
q
7H PLYWOOD SHEATHING
+
BLOCKING AS
+
REQUIRED
TO SUPPORT
+ SOFFIT
I
+ +
—mi +
SEE ELEVATION
FOR OVER HANG
(MAX. 4'-0')
SECTION @ ROOF EXTENSI ON
SCALE: 314"= V-0"
� �s
SIMPSON HTT4 W/ (18) 1 Od x 1
1/2' NAILS TO STUDS & (1) -
5/8" DIA. ALL THREAD ROD
EPDXIED w/ SIMPSON "SET"
EPDXY MIN. 6" EMBEDMENT &
3"MIN. EDGE DISTANCE
UNACCEPTABLE INSTALLTION
DO NOT DO THIS
#5 REBAR (TYP)
90- HOOK (TYP.)
SCALE: N.T.S.
Q= QWr-PT r-'2 AND
FOR
RETROFIT FOR MISSING MSTAM STFLAP
SCALE: 314"= 1�-O"
B @ FIRST COURSE
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6"O.C. EDGES AND IT O.C. FIELD
ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W/ 8d @ 4'
O.C., 2 ROWS STAGGERED
/---2x BAND JOIST W/ FACE NAIL 10d
@ TOP & BTTM CHORD, AND (8)
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WEB
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
SIMPSON HGAM10KTA @ 12- O.C.
w/ (4) 1/4x1 1/2' SDS SCREWS
INTO BAND JOIST & (4) 114-4 314'
TITEN INTO K.O. BLOCK
RETROFIT FOR MISSING EMBEDDED STRAP
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO
FILL Ist 4 COURSES
SOLID WIGROUT
FOR OVERHANGS BETWEEN OVER 1
L
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS. 4
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RETROFIT WALL OVERHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 314"TO 1 lr?
NOTE: FOR OVERHANGS LESS THAN 3/4' - NO REPAIR REO-D.
1 -011 51-0'@
NISH
SCALE: N.T.S.
I
A
. 16' BAR
. . 1100
CENTERED W1
to
IN TOP c?
KNOCKOUT/ EN
-III-III H
CHAIR BLOCK
MONO FOOTING
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
CLEAN FILL J� A.
DIRT
A. STANDARD
90r HOOK
#5 BAR IN
FILLED CELL
L V L . N I
Nk
STEMWALL FOOTING SIZE AND
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING SECTION DETAILS
SCALE: 3/4' = 1 �-O"
DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC,
ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 314RX5" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 12")
#5x6'EMBEDDED INTO EXISTING BOND BEAM
FILL CELL FULL HEIGHT W/
NON SHRINK GROUT.
#5x6'EMBEDDED INTO
EXISTING FOOTING
(2) #5x6' IN CONC.
FILLED CELL
04
DRILL 314"X5" MIN. HOLE
SET BAR IN EPDXY
p
J4' SAW CUT
rA SECTION
EXISTING FOOTING
�� ji SCALE: N.T.S.
RETROFIT FILLED CELL DETAIL
SCALE: N.T.S.
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DATE 05-07-2018
SHEET NO.
ss
---------------
WEATHER
RESISITIVE
BARRIER
TAPE
(ASWMBLED ONDOW)
.... .... ...
HEAD FLASHING TIE-IN INSTRILIXTIONS:
1. Cut, fold up & temporarily secure weather resistive
THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing
installation
FOLD Up WEATHER
RESISTIVE BARRIE�R 8,
TEMPORARILY SECURE
EXTERIOR
SHEATHING
WEATHER
RESISITIVE
BARRIER
SELF -ADHERED FLASHING
WEATHER RESISTIVE
BARRIER
DOOR ROUGH OPENING
WOOD FRAME CONSTR.
SELF -ADHERED FLASHING'-%'.".'.%.%.%.*
3/4" -1" BEAD OF CONSTR.
BY LAPPING DOWN
ADHESIVE TO BE APPLIED UNDER
OVER RIM JOIST AND UP
THRESHOLD OF DOOR AND RETURN
WALL BY 6 IN.
UP JAMB 6". USE LIQUID NAIL BRAND
.... ......... ........
.. . . ...... ...
OR EQUAL WEATHER PROOF CAULKING
...
......... ......
.. .... ......
SELF -ADHERED FLASHING
SEAL TOPS OF JOISTS
UNDER DECKING
...... ......
SUBFLOOR
(SEE DETAIL WP07)
RIM JOIST
WINDOW UNIT
SLOPE
0.3 in: 12.0 in
(0.6 cm: 30.5 cm)
SELF -ADHERED FLASHING
EXTERIOR
CEMT. FIN.
DI III MIKIrl In
I- C- I -A
4TH
r-AIN I I U %-.)rl VV r-Nr-r1 L rLAZ.)r1INL3 2. Self -adhered flashing plus head flashing under X 11,11 1P
AND WATERPROOFING METHODS TO weather resistive barrier
BE USED. 3. Fold weather resistive barrier back over head A
flashing and seal with tape V
SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER wpol EXTERIOR DOOR WITH DECK - SECTION A WP02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03
EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT
EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE
ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD
THROUGH SELF -ADHERED
THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING
UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW
(SEE DETAIL WP01)
OR EQUAL WEATHER PROOF CAULKING
REFER TO TECHNICAL ......... .......... ......
LJ
RNER ... 071D
CO S ZSPH LT HE
SELF_ADHERED SV
SELI
SCORED
LETTER ON CHEMICAL
RELEASE PAPER
COMPATIBILITY ......
SELF -ADHERED FLASHING -
-ADHERED FLASHING, (BEFORE FOLDING, SCORE
..... . ........ SELF
EXTEND A MINIMUM 6' RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
VERTICALLY FROM
BOTTOM OF
........ THRESHOLD
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
NOT USED
NAILING FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
SELF -ADHERED FLASHING
SECTION -A (SEE DETAIL WP02)
SELF -ADHERED FLASHING
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
(D
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
SHEATHING
8
WP05
SELF -ADHERED FLASHING
PATCH
NO
SELF -ADHERED FLASHING
INSIDE CORNER
--0,1 Ground [,o*-
=I
Water Resistant Barrier
Lath
Sheathing
Stucco
4
............
................
DOUBLE ... ..........
.............. .... . ................ .......
JOIST................ .... . -- . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . ... . I I I : . . . 4
.......... ..... ...............
SINGLE WOOD BEAM
.... ..... ....
..T 1 . ....... Foundation Wall 4
JOIST LOW J . ....
BE ........ SELF -ADHERED FLASHING
A SELF -ADHERED FLASHING ...........
1 4
................ .... ...
3" MIN
SELF -ADHERED SELF -ADHERED 4
FLASHING FLASHING
Q 5
SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED
DECK JOIST WP07 OUTSIDE CORNER WP08 WP09
WP1 0
NOT USED
WP1 1
NOT USED
R12%
FLASHING REQUIREMENTS
R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Secton R703.8.
R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or
other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152
mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner
to meet the requirements of the exterior wall envelope as described in Section R703.4
Exception: Omission of the water -resistive barrier is permitted in the following situations:
1. In detached accessory buildings.
2. Under exterior wall finish materials as permitted in Table R703.4
3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier.
R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or
penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The
flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations:
1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface ot he exterior wall finish or to the
water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
following or other approved method:
1.1 The fenestration manufacturer's written flashing instructions.
1.2 The flashing manufacturer's written installation instructions.
1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMAIWDMA 250.
1.4 In accordance with the flashing method of a registered design professional.
2. At the intersecton of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings.
3. Under and at the ends of masonry, wood or metal copings and sills.
4. Continuously above all projecting wood trim.
5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6. At wall and roof intersections.
7. At built-in gutters.
R703.6.2.1 Weep Screeds
A Minimum 0.01 9-inch (No. 26 GaIv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical aftachment flange of
3 112* shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926.
SELF -ADHERED FLASHING
PRODUCTS DETAILS_
TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND
ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1
Detail Instructions
Refer to the number marked as On each detail that corresponds to the numbered items in the list of
instructions below:
1 . Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding laps
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) -
for ease of installation and to minimize scoring cuts
5. Remove all release paper per standard installation instructions and adhere to substrate using a square
piece of flashing material (15" x 6" Minimum)
6. Fold as shown by arrows
7. Angle of Corner may vary, adjust folding of the flashing accordingly to fit tight to corner
8. Mechanically fasten as necessary
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
Cement
Plaster
over block
1st floor
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC1063
Building Paper
-7/16" O.S.B.
sheathing
- Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
eWEEP SCREED DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMIC 1063
Building Paper
7/16" O.S.B.
sheathing
.Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
outside corner will
need to be miter
cut and caulked all
butt joints need to
becaulked using
Stampede or sim.
caulk for all
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AS NOTED
DATE
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SHEEr NO.
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. . . . . . . . . . . ........
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A3 F1_17244.1 ESR-3455 A23 F1.104,46.2 ESR-2606 U) 2
HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856A ESR-2549 -cu
FF HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856A ESR-2549 CD -0 0 -0
= (D
HD216 FL172323 ESR-3445 HU216 FL10856.5 ESR-2549 2
1 0 5- C -2 5::
HD216-3 FL17232.3 ESR-3"5 HU216-3 FL10856.1 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 27, 2018 a a .0 U_ -
HD26 FL17232.2 ESR-3445 HU26 F1.10856.3 ESR-2549 ICU 0 a*_ CU
H028-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 As required by Florida Statute 553.842 and Florida Adrninistrative Code 913-72, please provide the information and approval numbers on the building components listed belowifthey will be utilized on the 0 >
products. E 2
construction project for which you are applying for a building perrrit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable fisted
HD410 FL17232.4 ESR-3"5 HU410 FL10&56.9 ESR-2549
HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 40-2 ICU
HO610 FL17232A ESR-3445 Category/Subcabegm Manufacturer Product Description Approval Numbels) Test Pressures CU
HU610 FL10856.10 ESR-2549 U)
1. EXTERIOR DOORS
HDO410 FL17241.7 ESR-3444 HUC0410 FL1146a.ii SIM200804
HGA10 FL17699.1 Evaluation Report HGA10KT FLI 1470.4 SIM200803 A. SWINGING ThermaTru Faber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf
HGAM10 FL17699.1 Evaluation Report HGAM10KT FLI 1470.4 SIM200803 ThemisTru Fliber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf
HHCP2 FL17236.7 ESR-344a HCP2 FL10447.2 ESR-2551 ThormaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.01-67.0 psf
HTA16 FL17680.4 Evaluation Report HETA16 FLI 1473.5 SIM200802 ThermaTru Firber-Classic: and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf
HTA20-18 FL17680.4 Evaluation Report HETA20 FLI 1473.5 SIM200802 TherrraiTru Classic -Craft and Benchmark FL15225.1 +67.01-67.0 psf
HTT16 FL17324.2 Evaluation Report HTT16 FILI 1496.1 ES-0130 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 par
HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 TherrnaTru FiberClassic, Smoothster, ClassicCraft, Rustic FL7640.1 +67.0/- 67.0 psf
HTWIS FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613
HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 B. SLIDING MI Wriclows and Doors Series 420 FL15332.1 - FLI5332.5 +40.0/-40.0 psf
HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 PGT Scri. 5570 FL251.10
HTVV30 FL172".8 ESR-3455 HTS30 FL10456.26 ESR-2613 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (SX7) FL15279.37 +30.01-32.0 psf
HTVW16 FL6223.2 Evaluation Report HTSMIS FL11473-11 SIM200802 Clopay Building Products Residential VAndCode Doors W5 (16X7) FL15279.53 +30.01-30.0 psf
HTVW20 FL6223.2 Evaluation Report HTSM20 FL1 1473.11 SIM200802 Clopsy Building Products Residential Wnc!Cocka Doors W8 (8X7) FL15279.85 +38.0/-42.0 psf
HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 Clopay Building Products Residential V-AndCode Doors V* (16X7) FL15279.102 +37.0/-41.0 psf
HUGT3 FL6223.3 Evaluation Report HGT3 FLID456.19 ESR-2813 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607.707,727,747,and 847 Single & Pairs of Doom FL11537.1 N/A (see inst sht)
HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549
HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 2. WINDOWS
HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 A. SINGLE HUNG MI Windows and Doors series m FL17499.2 +50.0/-55.0 psf
HUS28 FL17232.6 ESR-3445 HUS28 FL10&56.11 ESR-2549 PGT Series 5500 FL239,7 Z
HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10&56.11 ESR-2549 B. HORIZONTAL SLIDER Ml Windows and Doom Series 188 FL15351.1 +400-50.0 psf
JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf
JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549
JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10955.107 ESR-2549 PGT Sodas 5520 FL243.9 W
D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A
JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 PGT Series 5500 FL261.1 N/A
JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549
E. OTHER
JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549
JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549
JUS46 FL17232.11 ESR-3445 LUS46 FL10655-118 ESR-2549 3. PANEL WALL
KLEG3 FL17241.15 ESR-3444 LEG3 F1.10667.71 ESR-2615 A. SIDING James Hardie Building Prod. Complank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A
KST260 FL17244.15 ESR-3455 MSTS0 FL10852.7 ESR-2105 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf
LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 C. OTHER
LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105
LSTA18 FL172".18 ESR-3455 LSTA18 FL10852.4 ESR-2105 4. ROOFING PRODUCTS
LSTA24 FL1 7244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA
LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852A ESR-2105 B. UNDERLAYMENTS Tamko 1 51b Felt Underlayment FL12328.6 NIA
LSTA38 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 C. ROOFING FASTENERS NOT USED
LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-1 30 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918A N/A
LTS208 FL17219.2 ER-0200 LTT20B FL1 1496.3 ER-1 30 Florida Metal Products, Inc Vent RVIO FL21580.3 N/A
LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-1 30 Lomanco, Inc DA-4 Exahust Vent FL17202.1 NIA
LTW1 2 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 E. ROOFING TILES Borst Tile Vila 900 FL7849.27 - FL7849.28 N/A
LUGT2 FL17240.2 ESR-3"7 LGT2 FLI 1470.7 SIM200803 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A
MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 F. OTHER
MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 5. SHUTTERS
MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A
MPS FL17244.22 ESR-3455 LS50 FLIO"6.16 ESR-2606 AN American Shutters & Glass Galvanized Stool Storm Panels FL17869.1 N/A
MPH3516 FL17240.3 ESR-3447 VAWMA1416 FL10667.86 ESR-2615 6. STRUCTURAL
MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 COMPONENTS
MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 A. WOOD CONNECTORS1 USP Structural Conn. see chart
MSTAIS FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 ANCHORS - Simpson Strong -Tie see chart
MSTA24 FL172".18 ESR-3455 MSTA24 FL10852.9 ESR-2105 S. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA
MSTA36 FL17244.18 ESR-3455 MSTA36 F1.10852.9 ESR-2105
MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-21D5 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A
MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 C. ENGINEERED LUMBER Weyerhaeuser Pim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A
MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 D. MATERIAL Cast-Cmte Corp. High Strength Concrete Uniels FL158.1 N/A
Commercial Concrete Products, Inc. High Strength Concrete Untels FL1 774 N/A
MTWIS FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613
MTV/18 FL17244.8 ESR-3455 MTSIS FL10456.35 ESR-2613
MTWO FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613
MUGT15 FL1 7240.5 ESR-3447 MGT FL11470�9 SIM200803
NFM35X12 FL578.2 Evaluation Report MSHA3.56/11.25 FL13904.6 ESR-2616
NFM35XISU FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616
PAU" FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330
The products listed below did not demonstrate product approval at plan review. I understand that at the tims of inspection of these products, the following infibirmation must be available to the Inspector on the
PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 jobsits; 1) copy of the product approval, 2) the performance characteristics which Me product was tested and cartified to comply with. 3) copy of the applicable manufacturers installation requirements. Further, I
PHD2A FL17219.3 ER-0200 FGTR FL1 1473.2 SIM200802 understand these products may have to be removed if approval cannot be demonstrated during Inspection.
PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105
RFUS FL6223.5 Evaluation Report HI FL10458.5 ESR-2613
RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613
RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2813 E
RT16-2 FL17236.2 ESR-3448 H10A FLIG456.6 ESR-2613
RT16A FL17236.2 ESR-3448 H3 FLID456.13 ESR-2613 a)
RT3A FL17236.3 ESR-3448 H4 FLID456.14 ESR-2613 C_
RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 APPLICANT SIGNATURE OATE
RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613
RT7 FL17236.3 ESR-3448 H2.5A F1.10456.12 ESR-2613 CU
RT7A FL17236.3 ESR-3448 H8 FL1 1470.3 SIM200803 >
RT&A FL17238.3 ESR-344a spi FL10,456.41 ESR-2613 0
SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 L-
SPT24 FL172".31 ESR-3455 SP4 FL10456.43 ESR-2613 >
SPT4 FL172".32 ESR-3465 SP6 FL10456.44 ESR-2613
SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 C)
SpT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 -6-0
SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613
SpTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613
SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549
SUH24 FL1723213 ESR-3445 0
HHUS28-2 FL10655.3 ESR-2549
THD28 FL17232.18 ESR-3445 HHUS410 FL10655.4 ESR-2549
THD28-2 FL17232.18 ESR-3445 HGUS5.25/12 FL11468.11 SIM200SD4
TH0410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 a)
THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 U)
THD612 FL17232.16 ESR-3415 MSTAM24 FL11473.19 SIM200802 CU
THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 M
UGTS3F FL2033.1 Evaluation Report MSTCM40 I'Ll 1473.19 SIM200502 <
UPHD8 FL17219.5 ER-0200 HHETA20 FLI 1473.9 SIM200802
LGT3-SDS2.5 FL1 1470.7 SIM20OW3
LGUM26-2 FLI 1473.12 SIM200802
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