1780 ATLANTIC BEACH DR .............. .........I......
MAP SHOWING PLOT PLAN OF
LOT 68 AS SHOWN ON MAP OF
ATLANTIC BEACH COUNTRY CLUB UNIT 2
A.S RECORDED IN PLAT BOOK 67 PAGES lJ2—lJ7 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNT)� FLA.
CERTIF7ED TO. TOLL BROTHERS LAND DEVELOPMENT
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SIGNED:
NAME -
DATE:
EENOTES DIRECTION OFFLOW
IYPE "C" DRAINAGE LOT 68 MODEL "DAVENPORT"
El EVATIONS SHOWN THUS (12.40)
WERE TAKEN FROM ENGINEERING PLANS ALL PAVERS LOT SIZE 6,600± SQ. FT.
EY TAYLOR & WIHITE, INC ALL MEASUREMENTS ESTIMATED D.RIVEWAY TO R/W 496± SQ. FT.
E ATED 05-15-14 1,154± SQ. FT.
ENTRY WALK 33± SQ. FT.
E LEVATIONS SHOWN HEREON 220± SQ.
REFER TO NAVD OF 1988 APPROXIMATE SIDEWALK
RIGHT—OF—WAY LENGTH 55.00 FT.
3,536±
TOTAL IMPERVIOUS AREA Q.
THIS S WAS PERFORMED WITH UT THE BENEFIT OF A TITLE COMMITMENT.
TMERE,:MA ADDITIONAL EASEMENOTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN
S SJIB E
ON THIS S RVEY THAT MAY BE FOUND IN THE PU13UC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHME NTS NO, LOCATED
THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE -X- AS SHOWN
ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13
ALL AMERICAN SURVEYORS OF FLORIDA.. INC.
LMD SUAVMRS - .3751 SW JOSE PIAC& SUfTE` 15 - MCMWU& FLORIDA.32257 - qO41279-ooea - ucENSED LAND BUSINESS NO. 3857
FN0. F OUND A
1.6C AIR CONDITIONER
ESMT ASEMENT I VYP IDENTIFICATION 4
CONC RETE SKETCH FOR DESCRIPTiON PURPOSES ONLY - DOES NOT REPRESENT OR PURPORT TO
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MON. UMENT PERMANENT REFERENCE SHOW BOUNDARY LINES NOR IS IT 13ASEO ON A
1.P N PIPE MONUMENT
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A LENGTH P.R.C. POINT OF REVERSE CURVE SURVEYORS
R itis , P.C.C. POINT OF COMPOUND CURVE SURVEY NOT VAUD UNLESS EMBOSSED BY SEAL OF FLORIDA,
(CMALC.) ULATED B.R.L BUftDNG RESTRICTION LINE JAMES D. HARRISON. JR., No. 2647 INC.
(D) F.P.&L- FLORIDA POWER & UGHT
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rRj LINE EASEMENT 1"-20*
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DR. By BRB P:\2015\78661-143081-plotplan ORDER No. 14 30 0 81 nLE 8661
TO THE BEST OF MY I(NOWLEDGE,THE DESIGN DEPICrED ON THIS
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TERMITE SPECIFICATIONS: r TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICIED ON THIS
5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION DRAWING COMPLIES WrM THE APPLICABLE MINIMUM BUILDING
V- u WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS CODE IN EFFEa AS OF DAH OF CEKMCAn N BELOW.
EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE
CD SECTION R318 PROTECTION AGAINST TERMI ES AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE 7
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING $"OIL APPLIED AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT
OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA), THE NOA SHALL DEFINE THE
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OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION, APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL
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GYPSUM WALLBOARD
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7. MATERIALS SHALL NOT BE STACKED OR LOADED ON TRUSSES WITHOUT PROPER SHORING TO GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE SHAN�6[Tg.�VANCLEAVE,AIA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
NOTE: PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE, 4R-97080-
METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION"LIQUID BORATE UPLIFT CONNECTORS HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR,
OR BORA-CARE" PRODUCT METHODS AUST BE DETERMINED AT PERMIT STAGE AND PRODUCT
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APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY
5
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STRUCTURAL NOTES: MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 1611
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u�0 m REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LAT� SHALL BE CHECKED BY
FILLED CELL & MASONRY REINFORCING: 48 DIA. OR 2'-6" MIN.
Lu ALL REINFORCING BARS ASTM A615-60 60,000 PSF ATTACt�_DTO.(ELONG JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF No. A. BARLEY
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Z U-1 POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1,5 LBS. OF
MASONRY WALL CONST. FIBERS PER CUBIC YARD MIRRORS
-01, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING CONCRETE ASTM C90
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Lu TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f'm 1500 PSI).
U- UNITS: DURING CONSTRUCTION
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'RUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.0 SHOP AND FIELD SHEET DATE
r� d 0 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/81, Sl THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE:
Lcue 10 b AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". STEEL WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION
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ce 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N,O. NO, 2 SOUTHERN YELLOW PINE (19% M.C.) MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. SHEET REVISION INFO
0- C-) m WITH-COARSE GROUT. FRAMING:
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Lu u 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A
FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C.
0 U) MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER
uj a Ln CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL.
OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB
ELECTRICAL NOTES
< Lu 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS, UNLESS VERSA LAM BEAM: Fb = 2900 PSI (2.OE)
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ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECTIS ATTENTION PRIOR
Lu < 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS,
= Lu OR CAVITY CAPS MAY BE USED TO PREVENT T�E FLOW GROUT INTO CELLS BELOW. THE USE OF SET REVISION INFO
cn I- TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF
En u FELT PAPER AS A STOP IS PROHIBITED. ALL WORK SHALCi BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL
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(D cy- uj SHALL BE CONTINUOUS AND SHALL LAP A MIN. 8". TOTAL: 40 PSF 50 PSF OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES,
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Lu -r- WIND UPLIFT RESISTANCE: 10 PSF 10 PSF
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Lu Z SHEET DESCRIPTION
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Ln Lu 0 UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH
(D Lu 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD GENERAL
2E U LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. BATTERY BACKUP�YSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED,
UJ FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2 i
GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. ALL ELECTRICAL bvvi I CHES SHALL BE 48" A,F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6"
WOOD FLOOR DESIGN LOADS: FROM EDGE OF Of ENINGS. NOTES
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Lu u DEAD LOAD: 20 PSF
cn-�z STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS FOR ALL HOLES OVER 11, IN DIA. FOR ALL WALL RECEPTACLES SHALL BE 12" A.F.F, UNLESS OTHERWISE NOTED.
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Lu En VALUE: SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS REQUIRED.
AND TO SELECT APPROPRIATE CONNECTORS T iAT RESIST CORROSION. FOR EXAMPLE, ACQ-C,
CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL
0 Lu ACQ-D, CBA-A OR CA-B REQUIRE HOT-DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL
DOT SODIUM BORATE (SBX) DOES NOT. I
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Lu OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR
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E Lu & WELDS; E70XX ELECTRODES STRUCTURAL BOLTS: ASTM A325, BEARING TYPE CONNECTIONS LOT/BLOCK
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W F-- 2. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE
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Lu M Lu
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TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
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X P"�61
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2�' 0 STAIR RAILING AND STAIR GUARD RAILING
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< u cy-00 ERIAL NUMBER 1010.0
TO THE BESf OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING�QMPLIES WITH THE APPLICABLE MINIMUM BUILDING
NOTES: CODE A EFFECT AS OF DATEOF CERTIFICATION BELOW.
Ln u
PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY
INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS
Lu NOTED OTHERWISE.
2015
FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH
ELEVATION.
"CORAL-LIGHT" OR EQUAL PRE-FINISHED -M. VANCLEAV
0 0 E,AIA
u SHANNON
AR 97080
FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS.
LOUVER
LATE HEIGHT U.N.O.
— - — - — - — - — - — - — - - — - — - — - — - -- - — - — -
M u-
0 PRE-CAST STONE APPLICATIONS, SHALL BESTONE CAST' FROM FOAM
7
2_� TALLED AS PER MANUFACTURER SPECS.
5.2.8 ROOFI
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U) U-j 0 3 cn a-,
INTO THE UNDERSIDE OF THE OPENING. 00
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Lu MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCH ITECT/DESIG N E R.
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T.O. HEEL 1�1
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— - — - — - THE BUILDERISHALL BE RESPONSIBLE TO SET A MEETING WITH THE tp
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SUB-CONTRACTOR/ MANUFACTURER AND THE
3�: 0 u Li u u u u u u u u U u u u u u u TE HEIGHT ARCH ITECT/DESIG N ER IN
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GARAGE WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND
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> Lu P-1
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f r% A _S - tR 2 1
TO THE a5T OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWINZ COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
Coig IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
Lo U
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(SEE ENERGY CALCS) a
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SERIAL NUMBER 1009
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TYPICAL HEAQER N L
. DESIGN SPECIFICATIONS . USP CONNECTORS --ALjUa_ WINDOW SILL SCHEDULE
I . 0,131X3" TOE NAILS - TYPICAL LAP SPLICE:
L� DESIGN CODE: DING ,�� UPLIFT . TYPICAL aRQ-t�AlLIG- 2X6, 2x8 = (5) NAILS TYPICAL TOP PLATE NAILING: MINIMUM END -
URES - FA�3TEN FL# CODE i , 2x1O, 2x12 = (7) NAILS m FASTEN ALL TOP PLATES (1 2) 0.131"OxY OPENING OR SILL PLATES
1 2010 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESS ,I I PRESSURES (ps,-) CONNECTOR SYP SPF ERS � 0.131x3" END NAILS: 9" LVL, 11" LVL = (7) NAILS TOGETHER w/ (3) ROWS r� 4-4" (1)2x4 SPF #2 (4)12d TOE NAILS �
,, "�" �
�, DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, . 1 CAR 1 (2) 0 2x4, 14" LVL, 16" LVL = (9) NAILS OF .131x3 @ 12" O.C. STAGGARD. < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS -
- 4 SYP #2 ,(1
TRIBUTARY INTERIOR EDGE STRIP (PSF): 1 22,9 . . . : . . I< 12'-O-1 ( )2x6 SYP #2 1(1)A35 + (4)12d TOE NAILS 11 I�fv,"
I UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. GARAGE + (9)1 Od x1 1,/2" —," (3) @ 2x6, 1�
AREA (sf) I I USP A35 450 450 � I I Ir I--
11
ZONE (PSF) o = 4'-6" 1 DOOR 25,0 � ........I...�,-- -- 1 (4) (9 2x8. SYP#2 4 8'-4" (3)2x )A34 + (4)12d TOE NAILS ,I I 1,
I
ROOF FLOOR i :� 1�� SYP#2 DI3 -HEADER, 4'-O" M11 . 1
+22.9 -25.0 +22.9 -28.8 I- 2 CAR +21.8 775 650 (5)1Odx1'/2" EA. END TYPICAL WALL FRAMING NOTES - ROOF SHEATHING, !6"MAX. IT,
I ,
ROOF LOADING (cd=1.25) (cd=1.00) 50 GARAGE I ,� I r -1 � -- ---I-- - Lou Pontigo and
DESIGN LOADS: ACTUAL AND UNIFORM 10 +25.6 -27.7 +25.6 -34m! - (8'x7') - USP RT7 585 495 - (5)8d EA. END � - __j � :L. -,fm&�-,
. . � USP MTW12 1195 860 (7)10dxl1/2" EA. END 1. USE SPF#2 - BETTER FOR SEE SPECIFICATIONS - - -
1� I . I
TOP CHORD LIVE LOAD 20 psf 40 psf DOOR -23.9 :11/2" EA. END ALL WALL STUDS.. �, ><l I . --f- - - ill
' 1450 1245 (1 2)1 Od) '� . I . . 11 . s s o c I a t e s, nc.
7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26m6 (11 6'x7') - ,I, I F
; I I SEE 5/SO.O :--mm I - -IF m-
I -
20 psf (TILE SHINGLES) 10 psf I I I . , . USP MSTA24 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TOP " ; - 2x-BLOCKINC ONLY :--:1 RAISED -
BOTTOM CHORD LIVE LOAD 10 psf 0 psf 0 RE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ATES. � REQUIRED IF SHEARWALL-\ EADER I -- TION:
I 2065 - 2065 (13)10d EA. END I / H t �' , � � I 2x SPF DIAGONAL BLOCKING 420 Osceola Avenue
�
5 psf 5 psf WI E By 0. // --1----
-.
THE ALLOWABLE STRESS DESIGN METHODOLOGY.,',,,NO FURTHER REDUCTION 1105 1105 1/2"O ROD TO FTG. 3. USE SYP#2 FOR ALL / -I � I I I I I --_-_I �:M-: FASTENED w/ 3-0.131"0" jax. Beach, Florida 32250
� I . � . ._-_-I :: EA. END TYPICAL.
DEFLECTION CRITERIA: SHALL BE PERMITTED k USP JUS28 1305 1305 (6)1 Od TO HEADER I / mzi HEADER r- Ph. 242-0908 Fax.241-9557
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 i , ---- . - I I I //'SHEATHING MAY EXTEND 2" FL:CA#8344 SC:CA#3579
. COMPONENT & CLADDING WALL ELEMENTS SHALE BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/,"O ROD TO FTC. I � -\- ----� X PAST BLOCKING- WINDOW
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 - 4. ALL WALLS SHALL BE I � =11 I I I- ] -4 I
�-�
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 5370 5370 5/,"O ROD TO FTC. BALLOON FRAMED FULL 11. I I 11 I - -------- ARCHED
WIND LOADING: i LISP HTT22 HEIGHT TO ROOF OR FLOOR 't L-- ----i ' TRANSOM L EADER, ANCHOR INTO 2x MATERIAL.
. 2535 5 0 ROD w/ (1 2)16d ,, , FASTEN LOWER STUD "
WI LIFT, TRUSSES SHALL BE DESIGNED WITH A LINEAR INTERPOLATION IS PERMISSIBLE. 1 /811 BEARING ELEVATION, U.O.N, 0 1-4 OPTION \� .,I.`i"
� - ! `14 PERMANENT TRUSS TO TALLER STUD w/ JACK AND ���
� ,� - SEE RIGHT
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF I 2535 1 5/,"O RDD w/ (12)16d PLAN. ! �it �i,,,BRACING BY OTHER ------____ KING STUDS, r vi�t� i.,-K,&
. D MINUS = SUCTION. �., 11, 2-ROWS OF 1 Dal COMS I ,� VFm Fiffil,
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS I -* I` 1� wo ,
11,
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR 1545 1455 (5)l/,"x2-1/, TAPCONS 5.) FASTEN BOTTOM PLATE OF -'i ,� 0 12" O.C. WINDOW SILL SEE - """"
,,
/ #"� ?�%ER J. %"I"
, ,
FULL HEIGHT ANCHOR "I�0 4 G
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED . DOORS FASTENING TO THE WALL FRAMING IS THE � INTERIOR LOAD BEARING -, , 40. , .... .
;,, -
- w/10d MASONRY CUT NAILS @ ,-`f TYPICALLY %" FULL . PLATE_NAILING C 's to...06 '-,,
BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH ,2� 'LIGHT THREADED END E wo �, 1* %
'� � � � *
I AT INTERIOR WALLS TYPICAL SOLE
WALLS TO CONCRETE II ..)
BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./�SUPPLIER & SHALL MEET , \ FOR SILL SIZE AND
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. -CTORS WINDOW SILL SEE 0 el-\,\
SIMPSON CONNE -
48" O.C. MINIMUM. SEE H 0.131x3" TOE NAILS: j a
,
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.� ".
-
IMPORTANCE FACTOR --------------- 1.00 4 9mA- 4M4 UPLIFT FOUNDATION PLAN ADDITIONAL " ,RODS @ 6'-O" O,C, : %71 1 . -- ly?
I.. = . �
,
- , �� (3) @ 2x4, *
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MEAN ROOF HEIGHT ---------------- 20.0 FT -- FA TENERS FL# CODE LLS � �1 q��, = * : =
,,ql�
- � -2 02 I i —
SYP SPF �- A - (4) 0 2x6, .
a I - ....71,11 t, a i , �,�`.-�,""I 1 (5) 0 2x8. 2 11 ,�, : -
ROOF PITCH ------------------- 7/12 A35 450 450 12-8dx1'/j" 10446.4 ." -% - S
I - BLOCKING ONLY REQUIRED I S �O r
� SEE 8/SO.O -t- :z
I o 1 - -4
BUILDING CATEGORY ---------------- 11 -1 -- t- I � I A% IVI
I.. 8 TAT
H2.5T 600 520 5-8d EA. END 11478.3 "AT SHEARWALLS PT. SPF#2 %1� 94" juv� --"�4,�11
- C 4-94-DENOTES EDGE STRIP. INTERIOR BEA LL:— �','�� AND-\ - .4 OIR -0 ,,
530 5-10dx1Yt" EA. END 11470.3 ,- STUCCO FINISH SOLE PLATE 110, .. ��', sp
620 SEE PLAN FOR STUD SIZE 1 Ii.."Il.. 1�� #-
r-- SEE C & C CHART H8 .. �-"",�-, N
ENCLOSURE CLASSIFICATION ------------ENCLOSED ',�I N A I 1111 A I I . R 1 � � � I 1� . I I A I . �� � �� J � I I . , -No
, -
I MTS12 1000 860 7-10dxl'/�" EA. END 10456.3 1 1 .1 11 I 11 I I I NA1.t`��11 "
INTERNAL PRESSURE COEFFICIENT ---------- ± .18 1 I ABOVE FOR 'a' DIMENSION AND O.C. SPACING- ��' THING . I . .. Ii � I; 11- . . . � F11""I, .0 -1) N
i �1'-,'�- WALL SHEA :1 ... .,... ; .1 i .. J! '. . ... . " - - , I-,, . . . * I - .1., , -� 1 � . 4 . , .. � .-� , A211
: J le�,l ,. � . I , . - . - � -, ',�.,. . .
. I � - 4 - * `4 . , � . .1... :,: I ..... . 11 � I � I - . I . .1, .I. . . .. �. ,.. I'�
,!, - , , - . . � . - 11 - , I" . I]a
I . * . . * .. ... . . ,. .1 ..." .t. I . .� . . I., ....�.1 . . . . - .. ,. .
,,, , SEE DETAIL : .., # �41 ., -�� I � . . L . , . A . . I� � � �i t
I CONTINUOUS BL( G "", � 1/SO.1 . , . . '.4 . U .�:.-. � -,j" U* . I . . , -
.:I, it ,I t, HTS20 1450 1245 24-10dx1V,* EA. END 13872.3 .1 ; . �. 1. , . .? . �Z*".. : , 4 Christopher j Sabourin PE
--;j ,�.�, FOR SPLICING . . � � ' . FOUNDATION, SEE PLAN �- -�' , . I .A, , ,� .
.-- WITHIN FLOOR SYSTEM ,�171i — - �
MSTA24 1765 1270 9-10d EA END 13872.4 ,�,�.,1, 16d COMMONS- OPTIONS 1 8" V2'
-
MATERIAL SPECIFICATIONS WHERE POST is ABO- . :��i�l _ - F L P E#7 1 4 6 1
-4-3-It -1r-1-f ,� � I i
,"
2050 1870 13-10d EA. END 13872.8 --VE il�l @ 8" I \ .
MSTA36 -1 .1�1,I r- --- --1 WALL FRAMING AT WALL FRAMING AT MAX MIN \- SOLE PLATE ANCHORm
.1 1, 18-16d TO TRUSS/BEAM " �.�',t�z',� FLOOR SHEATHING, I PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE - — -')l
RS: , �": r FTE�ISIONS DATE
t- HTT4 3480 3080 11496.2 8d @ 3" " I � SEE SPECIFICATION
�
, �
--f- 1-a f- 1-5/."O RDD TO FTG. , , I I
ADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] I a I- I BUILDER MAY CHOOSE EITHER THEDROPPED
OR ASTM F 1554 GRADE 36. 1 32-16d TO TRUSS/BEAM : ------- �-,. .��� I � --. .1 I HEADER CONDITION OR RAISED HEADER CONDITION WALL FRAMING AT
WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 (GRADE B). I - NDITION
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 11496.2 1,��,,� I I --'\ TYPICAL WALL FRAMING
�
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 1-5/."O ROD TO FTG. I I I��zl� � I .-I r2
I
I
1�,il� -
6-10d TO HEADER I ��.- I I I
I �
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 -1 T �z- . . m 3E I
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO, JOIST I I : . -,"'."", kl�o Y2%6" SIMPSON TITEN HD m
".-, .
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE I/," FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR I I � " '� I I SOLE PLATE ANCHOR
� �", I
,-
i-I
SIX AND 1/," LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L---- - --J I I 1�.A`I -i Q& HOLD DOWN
I SCHEDULE FOR SPACING
FORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST I �,.'',�
I 11 f
(U.O.N.) SYP#2 DBL. � ,��, SEE 1/SO.1-//I----- -;
", .
THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ABU44 2200 5/a"O ROD EPDXIED 6" MIN O.O I I�,-I -I I -
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. I ,I "I,--,'�. "I I 11 BUTT JOINT
. --� 11� —
(DUAL CARTRIDGE INSTALLATION ONLY): , - � -
ABU66 2300 5/,"O ROD EPDXIED 6" MIN 10849.6 i I 1:- I \
I � �, 1",IBLOCKING ONLY REQUIRED 2- 2" 1
EPDXY- ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: 1/" FIELD ALTERATION
� 71 i,,�,:- I
I
-
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON I:PDXY-TIE 11506.4 i I :,i`b AT SHEARWALLS AND-/ " WALL SHEATHING . �)I
"
" 11�" I
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, ; �,, STUCCO FINISH SEE DETAIL 1/SO.1 � & \ I � CONTRACTOR SHALL CONTACT LOU
10-16d TO STUD/BEAM/POST .�1*1
I I 31 I
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 �- �,,�. I�A� 1/m-FOR SPLICING �� . � I �p. RATED SHEATHING, MAKING ANY STRUCTURAL FIELD
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/2."O ROD TO FTG. , 1,�� I I OPTIONS -
� \-"i ':
- ELASTIC I ��I I 2 I 11 61, BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY
LSTA12 i - �t I - 11 SHEATHING \ / FROM THE INTENT OF THE ORIGINAL
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT 1805 695 10-10d 13872.5 ` Wj[7 -011 . . . . . . .. . . . . . . . . . . . . . . .. .
. _ I
SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT I 1A I
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi -- 1. I -.� EPDXIED 4"w 3X3xO 229" PT. SYP#2 I CONSTRUCTION DOCUMENTS.ANY
1705 1170 - MAX. MIN. . .. FIELD ALTERNATIONS MADE PRIOR TO
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. � CS16 1 5 -t13-8d 10852.1 SHEATHING i -if �Z- -- / I
. � I -, SILL PLATE EXAMPLE OF PANEL . . .
TO BE � A - -Y-- . .. BEING APPROVED BY LOU PONTIGO a
-
F1 A CONTINUOUS-\ I ,�N — I. I ",:,I FOR SPACING SOLE PLATE BREAK EDGE w/ BLOCKING . ASSOCIATES MAY RESULT IN
GENERAL NOTES I CONSTRUCTION SPECIFICATIONS INTERIOR BEARING ",I WHERE REQUIRED BY-',,� - . .. . . ADDITIONAL ENGINEERING OR
TOP PLATE � 11 WAU,:-S ,,, 11� QE. TITEN HID GENERALNOTES. . ..
10 ". . . . . \,.-����
I I " FOR STUD SIZE ANCHOR OPTION
FLOOR SHEATHING SPECIFICATIONS I i ,� 11 �11��- '� . ..
i 1�1 I AND O.C.' SPACING. , " QEi1-0-11L �
, 11 "
, I �,, I . .e,� . . . .. . . .
.1 , I . . i : ... F i � i., . .
PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6'. O.C. EDGE & FIELD � ,,,, . WALL SHEATHING'TO --%j . ..i. . . . . :
I 't -
".1 � .
i ,, SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT
I I � -1
�,I I SOLE PLATE , '-� I � SUPPORTED EDGES,4 . .
ROOF SHEATHING SPECLELC-ATIONS: i --- 1 RAISE N' FROM EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE �, . �. . . . . .
5 7&", 24/16, YWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD REASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-O- OF ROOF EDGE). 8d @ 3" i ILS I ,� . SEE DETAILS ANCHOR - GENERAL NOTES .�
.�G - M I N. I I BOTTOM OF�SOLE SPACING SPACING �PEC. DEPTH DISTANCE -
,. . . ..
,� ON S1.O -�� S I ��,,� 11 ..
-, - - 11TEN HD 48" 24" 3x3xO.229" 4" .1-2 ' ]: z
�� -A�. — ..
TILE - MIN. 15/32" ,52/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD REASE EDGE NAIL SPACING TO 4- O.C. WITHIN 4'-O" OF ROOF EDGE). - 11 -== - w/8d 0 3" O.C� EXAMPLE OF UNSUPPORTED . . .
I
- I I -,F- `�,�, 4 T--- - - I I . . ,
F- -Z�! S1.0 11 I - I I I 1 :1 I EPDXY 48" 24" 3x3xO.229" 4- 2" (UNBLOCKED) PANEL EDGE,. .. 0 ,
WALL SHEATHING SPECIFICATIONS: I I ] ,�,,� I I. . . - - 1 9
. 11 I . ...�,' , "I.* I .. . .
. . ,� �
. . -m -". , .:. ,,- I .. � . ." I... � " (TYPICAL) --- - . . U L
4 . .. 1 . 11 : , 1 .1 a-. .., . I -�.11 ..I
-,
.
FLEXIBLE FINISH-MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6".-O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I .��.. `,�'4.- . I .I,. 4� , , I I MAS 48" 24 N/A N/A N/A
:..�I.. �, . . . . .
" , , .. . . . , " !, , �
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING. HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. I . I I I I - I I NOTES: '. 4�
: * -z .
1, .. #, ,
I . .. V'A ' '. ,
lz,�, I .... .I.. I I I - ,., -4"Z.. :' .' I '' .1 I 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE "--� - - < (f)
STUCCO FINISH.-MIN. 7&% 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM P-ATE TO UPPER TOP PLATE. L-- ------i , I -,.L --------j I . .
� 1-1 , '�,��� ' �,�,�,,, . I BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX.--� ROOF Uj
I ; N �11&2',- '.,� , , '.
,�,: 11 - I
I % �, I ' ' ,:` -�!�'�`.�.,'�'; I -�, ,-�,-, �,, -�-�,-,,,�, (LION)
� -�.0111- '-�i�'�;.��,' � �- -- �. - TRUSSES. OR
- N,�, �,.)%-,, ","'.",- -j- -��,�,�, �----,-",-: , , ,,.,.,, .- I
, ,� ,z,,", .,� -
,�" g,'�,--�t I �- ,,, �-1-1,.,',,,�'. .."..t, � � � 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION
� - - i � I��I I � 11 -1 ` I I 11......�� FLOOR JOISTS. V) W C)
I I I-I'' ,
11�,- '-,�� , , .
MASONRY SP 1, ", rY-",�,-�" `,�,,�! ,� ,
ECIFICATIONS: It, I �-,�,,,'+' wb; ",8T0RY��i:�-, 4��' ." � � - t7—r —
SINGLE STORY I � _ I
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACla3O.l= 5.1-GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF '� , �,�,Z�-- `�': I
0 �,- --- , , 3. AS AN ALTERNATE TO THE YX3"XY4" PLATE WASHER, A�"'3'!X3"Xi4i?!1 W 1,4"g�ROUND
-��I I ,a�� � - �7
." ,; V1,31
1
� �, . -
V -� I , ��k� n/ co
2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP.JMORTAk SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAYBE USED IN BRICK VENEER. �- ,-, �1!;�,,,.,,,�'jj
I I , - - -i- ', - STEEL WASHER MAY BE USED. 1�, - -
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. - /"�i TYP�, WALL -SECTIONS-�, .41, (2) SOLE PLATE ANCHOR DETAIL Ft SCHEDULE.i �,'�-� � *' � r4---,il,RC10F AND FLOOR SHEATHING NAILING .j
11 m-�T:- -14. ��4 SCALE: 3/4" = V-0" �'. SCALE: 3/4" = V-0"
I NITS (CMU): ill.01/ �- ill� ", � \1�-O - : \,.�O - U Uj
I CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, ',WITH,,A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL I I I iim,- --- , �--,
. ,
REINFORCEMENT IN 5'-O" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN�,,THE WALL HEIGHT EXCEEDS 5'-O". 1 �--t- I � . I .-"I k�,��, �
,�,*"" -�, .
��� 7�7 ) , z
"�mll - -
I I
-1 HOLLOW.CON CRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE 1 040 - �'� Ii
I , . I -1
- ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N ,N"`l�lii.ii,iIii��Nil� -vwi� I
MASONRY STEMWALLS: \
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT , F— <
1� ���� ,,.�O�
I I I 1, E - [liiiiiiiii-
m,6':-',-�,2� , -.,. I
. ""v". ,-
I .� I
WITH - #4 0 4'-O" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR 11 7���� !��,.�i�iI,-�-�,�, , - , , - - V�l 4a� \ -
, . ,�r�, ,
TED ON I " -4,- ...� -,, , I
11 I � ���, % �: - , ,.", , , I-!�"' X8 N 11�"!�I
. !*��, �,�MN�-� z ��e,�.�ft-i�""4q,i,�-�,,ei�,��,�,-,-�,-,�,,.�,-,�'-- -,,,� ',-'. ,
, 2
� � � � -��--�g,��s;�.�;,, - �,':-� " J Z n
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NO - - , i'', ,- �,
I '. ;�4 �
,� I ".'," i......�,,I,, ,'' .
I -`�-','i�'�, �, -� 2 PLY -1-11 "'.,-��,A,',,'�,,,`:", '! . I �,'-� . 2x4 BLOCKING
I I ` �`, � -1
1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". 1 -[7BEAM. - ` --1 - -11/2" 1 0
"
SIMPSON- �111 i IA"- I ',�,,� - @24" O.C. FASTEN 11,1111111111
,
I
SDWC1 5600 --, �� 1% 1�p, � ,"Illllll����������illllllliiii�
CLAY MASONRY (BRICK): I , �,-7 . I 1 (3) ROW O�,-,1 Od I i1i .3-10d
1, . 8 O �,�,,
11 TOENA
. `
I
�� � �� STAGG, D-\ * I *
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. . NAILS @ " .C* ILS L uj
FRAMING '�j 1 I F tRE ff
,'.EXTEND SHEATHING VERT. - . � , I I . (f)
CONCRETE SPECIFICATION& (3) ROWS 16d ,�, iiii, -- -1
DETAILS RUSS AS SHOWN. --" �:, . -, - . .
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT28 DAYS 'PROVIDE 2x4 BLOCKING I j 21 COMMON WIRE 1� C*1I i�;I" N �1�', " 1 . co
- 1� . I ,- .
ALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. 7 J >m AT 12" O.C. \\-2x4 MEMBER§': i Lk!M
I j1AT HORIZONTAL JOINTS. � � lliiiiiii- D
,
" ROOF SHEATHING, SEE I !:1 I'
GENERAL NOTES: - SPECIFICATIONS BELOW. I . EA. SIDE. . (1) ROW OF l,b.d 0 . �'i "'. LOWER TOP 4-10d
-, I Ii " (2) ROWS 16d �� �-", � 0 I 111 ia\-
I � - - NAILS 0 6" O.'O3.� � OVER LAP DOUBLE COMMONS
I- , :Z�� / PRE-ENGINEERED WOOD COMMC . STAGGERED �'Ii A J,
FOOTING AND FOUNDATIONS: 1�1-zzlztz�, AT 12" O.C. . . A < C1
,� 1�
DATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ." ROOF TRUSSES. EA. SIDE. I I ORTHOGONAL VIEW WALL INTERSECTION I
,
SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED � ,- 4zzz 2 & 3 PLY BEAMS i OF CORNER CONDITIONS
TO FIT- I -L!4� 2x6 MEMBERS , �1.
, ilzzz--l" -a-I-L- �'C' Uj
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN a-A. 1. (2) ROW OF 10d �5"
< NAILS @ 4" 0.6. - -
1 �,
"
I-, 0 ". I -1. �, 0 00 z
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE "1 I I � �- I
. . ,�
HOWN ON S1.O. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR I FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT SIMPSON il�1,. I 1-e,�, I� -i- 111�- 2�t ,�z 1.�
. I
,
-
:, 1
4 PLY 11 I .
t� � �
- � ,-�� BEAM. .� -
0 48" D.C. OR ROD CHAIRS. FRAMING � . -P , - ':
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) � SDWC15600-'-, . , t Iliiiii"i- 0
SEE ROOF ' L - 120
UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 I-- I �,-,
. SPLICES IN REINFORCING, HERE PERMITTED, SHALL BE 48 SIMPSON .1 .� CORNER WALL INTERSECTION
. ��'
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT DETAILS --f SHE'�THING MAY SDWC1 5600 -I- / �� `4 CONDITIONS CONDITIONS
BAR DIAMETERS I I r P, INATE AT N �-SEE ROOF . (2) ROWS 5/,*O HEX "I lliiiiiiiii- 2
TE SIMPSO j C114 1�5 11
I
-
SIMPSON - I FRAMING - NOTES: 1, NOTES:
RADE: I -/ \ TOP OF DBL. SDWC1 5600 1 w/ HEX NUTS & 1. TYP. J
SDWC15600 CAT STUD 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS
-
I SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINT LED OVER CLEAN, COMPACTED EARTH OR FILL NTH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRA.NEAN SEE NOTE 1 -4 - TOP PLATE. SEE NOTE 1 - WASHERS 0 24" O.C. COLUMNS, JACK-TO""KING - 0 0
DETAILS 11 2. - DENOTES 3%0.131" GUN NAILS @ 6" O.C. VERTICAL
TERMITES. SAWCUTS* OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 16'x16' GRID WITHIN 12 HOURS OF C*RETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNA11VE METHODS. ASSEMBLIES, CORNER POST, ETC. ,. I 3. 0 DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE
� TYPICAL CONNECTION `
-,lill", " il 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED I U
I
WOOD FRAMING SPECIFICATIONSm 1. 5" < H EL < 1'-O"% - 2. SPECIFIED NAILING, REQUIRED FOR"' 'S.
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR 4-PLY BEAM ", ,,,, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE
SOIL SHALL BE P RESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: - EVERY PLY IN ADDITION TO (2) PLYS OPTIONS ARE SHOWN
1. TOP PLATE TO STUD SPWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS \_1 I
I " ,��
STAINLESS STEEL. ; `1 1
2. H2.5T MAY BE SUBSTITYTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T ;a
,
i
PRE-ENGINEERED WOOD TRUSSES: : AT TOP PLATE TO STUD, SPACE @ 48" O.C. 1 " FRAMED WALL CORNER AND
P I
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-
SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY NTH NFPA, TPI� AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS ,� - . .11 -*'\ INTERSECTIONS STUDS CONFIGURATIONS
,
11i
-"� --�\ B -15 i
r5 ROOF TRUSIS CONNECTION r6 UILT-UP MEMBER FASTENING �' r7
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY AND I., , .�
-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON 11 I A
I
. I 1'� 1�
I
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. " I I 1\�O
4�-,�, OR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, H113 i 1\�-O � \1�O I � I
. � KING STUD TO TQP PLATE: I . DESIGN
! �
�
� 4 SDWC
I a -, 1.1 11 REW
ROOF COVERING SPECIFICATIONSm I It : SDWC15600 SCREW. ASTENING: I - 1 1, SC
. CLAY � NOT REQUIRED AT CABLE 11�1 R FASTENING: I" I
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT S�INGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS 7 SEE DETAIL AT RIGHT. NOT REQUIRED I - lzz� CRITERIA
1, . ENDS OR OPENINGS LESS �
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED .1 . FOR CABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED �zll
,. -1
11 ! .. THAN 4'-6" ') FOR GABLE ENDS. I lz�zll��
I I $ i 1��
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ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLATE: V I I , , -
-
I
.
SDWC15600 SCREW I� . I , .7 AND
i �1- R FASTENING: I I �c ,
WATERPROOFINGw NOT REQUIRED AT GABLE:4 I % ,I / I :�111
- � SEE DETAIL AT RIGHT. NOT REQUIRED I I I � . j "
11 1, I I I I . I I I I ��
THE HALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS�"i FOR GABLE ENDS. 0 , — ,��Z,,
1� I " i ,�:"�
I THAN 4'-6"11 � \ I � I 1 I k I �, GENERAL
11
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li I I \ ,,,!" ,
��, I 1. I 9 I PLATE TO HEADER:
WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JAC0 -im -
'r I � KING & JACK I �1 I I I SDWC SCREW @-
t �- .1 I _/ I ,, 24" O.C. NOTES
CONNECTION INTERIOR LOAD BEARING WALL 1 I �1- � \ \ t 11 I
MEMBERS FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN BUILT-UP POST IN THE WALL �\ M, I (2)12d TOE HEAD OR SILL - --V-L Do NOT SCALE DIMENSIONS FROM
z - "
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TYPE - t m �11 Q-) I',- \ -4L- �: ,154 lzl--,
m :, NAILS E.E. PLAfIES SEE THESE DRAWINGS.IF A DIMENSION IS
TE FACE NAIL 2-GUN NAILS @ 12" STAG. 6'-O" GABLE X-BRACE, SEE DETAIL 11/S2.0 11 11 I 2 HEADOR SILL "Z�,"Z, 2X6 WALL UNCLEAR REFER TO THE
L3'/,x3l/,xl/, ,�, :�� ��;1 I 11 -1 (MIN) 11 m 11 - ",PLATES SEE\ -,11 .I -L 1� ,,��-- ARCHITECTURAL DRAWINGS OR
,, � ,,:,,
I ,,,, CONTACT THE E.O.R..
�,i ,� ��- 1-
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-CUN NAILS L 4 x 3V2"XI/4 6- 8'-O" H6-1/2 HEADER SIZE, JACK AND KING STUD 1�1 '' I, E `Z.:,�,
QUANTITY. �, ROUGH OPN'G, SEE ARCH ,� -
— DESIGNATES SHEARWALL. THE 4� HEAD OR SILL KING STUD TO FRAMING BELOW: �,', 4, �1-11
DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS 1. 101-011 --------- HIDDEN LINE DESIGNATES SIDE OF \ -V- I
@ 61, L 5 x 3'/2"X'14 . 61 WALL THE SHEARWALL SHEATHING �: -4 P - CS18 STRAP w/6-1061Y2" ROUGH OPM G, SEE ARCH SDWC SCREW -"
RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6-) GUN NAIL V2"XV4 61.— 12'-O" SW D. 8d 0 3/6 ��� I SCHEDULE NAILS EACH END. STRAP ,III - ,".1 — PLAN NAME -
L6x3 NG: TO BE APPLIE I'll I -*- 11 11
-GUN NAILS NAILI DESIGNATES 8d COMMONS @ 3" KING STUD TO BOTTOM PLATE . �- ATTACHMENT CAN BE INTERIOR OR .1 (DAVEN PORT-ELEV. COASTAL)
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 1/2"X 1/4 -0" � Bdi&S'ZI _ CONNECTON: IMPSON 1 - -- �, ,,
L7x3 6,7 16' O.C. EDGE & 6" O.C. "IN THE I i ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. I I �,
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS 11 A FIELD" SDWC15600 SCREW. OMIT IF i I STRAP NOT REQUIRED AT THE-\ � DESIGN/DRAWN/CHECKED
1. STEEL LINTELS TO BE MINIMAL 3 - I SHEARWALL HOLD DOWN IS ' � � FOLLOWING: CABLE El� -- I- -- S. - PLATE TO HEADER: CS / BTC/LAP
S, m �
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION I BRICK SPECIFIED. NOT REQUIRED AT - - t � -
I -- 0-�� �� - SDWC SCREW 0
6 :i�l -7.. :
RESISTANT COATING OF EPDXY BAS VENEER GABLE ENDS OR 2-STORY I THAN 8' OR OPENINGS LESS - �� �� I � DATE
(2-16d) 3-GUN NAILS I MANUF - Manufacture I 1, ; ,I 24" O.C.
TOE NAIL I I % 2X4 WALL
PAINT. WALLS I : ; �
I
BOT - BOTTOM MONO - Monolithic THAN 3'-6" 1 1 �� � 1 3.2.15
. - . .
I
i 1 HEADER FASTENING SECTION
- 2. LINTEL MORE THAN I I SCALE
_4 JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO - I . 11 . +
-, � � . . 1��-, I
,�-Y DBL - DOUBLE � �� � �� -F I I �� I ��
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS 8'-O". SHOULD I :=-- BARRIER BRG - BEARING OC - Dn Center i
CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board � � �
I PERP -- Perpendicular z I A .. .. A I AS NOTED
SCREWS INTO HEADER PROVIDE A I/ . . . 1; I I ""� -10DX1)/2" LPA No.
-
-1 ROOF RAFTER TO 2x GE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/4x3" WD, ff�=71 DIA - DIAMETER PRE ENG - Pre Engineered .., I - .: .. �.. . .- ... i d I KING STUD TO FRAMING BELOW:
- RID --==j LINTEL PSF - Pounds per Square Foot � . "..... . . .. .Im. . , ..
I
FACE NAIL 16d@ 16" O.C. @ EDGE �- I m- I ATTACHMENT I � I . �-"� . �. �.. " 4... : ..... .i -. . 11 11 - I CS18 STRAP W/6
CONT. HEADER, TWO PIECES VERTICAL SLOTTED HOLE FOR SCREW. PSI - Pounds per Square Inch .- . � -� -0 - I/-- - I, NAILS EACH END. STRAP ATTACHMENT CAN BE
� -(,IJD TOE NAIL (3-16d) 4-GUN NAILS ==H SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRESSURE TREATED 11 �1 ` - , STUD OR 2X1O / 11 11 -1�INTERIOR OR EXTERIOR SIDE OF WALL. TOLL-1 5-00107
CONT. HEADER TO S i � , . PI ATE ANCHO� BLOCKING FASTEN-' STRAP NOT REQUIRED AT 'THE FOLLOWING: CONTROL No.
3. BRICK VENEER ATTACHMENT: QT - Quick Tie NNECI'O � � , STRAPPING NOT REQUIRED_/] .- -4- W/8-10d COMMONS GABLE ENDS OR
TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES @ 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce LOCATED WITHIN C OF . AT LOWER LEVEL HEADERS
SOLE PLATE TO JOIS-f/BLOCKING I FACE NAIL (16d @ 16") GUN NAIL @ 8" TIES @ 12" O.C.. (FOR 11Omph HEADER.] FLASHINQ FBC - FLORIDA BUILDING CODE SF - 3quare Foot STUD PACK, OMIT IF SHEARWALL 1 I ---L4 - Ill -
! �� � UNLESS SPECIFIED ON PLAN
� NDATION SPF - pruce Pine Fu HOLD DOWN IS SPEcirIED 1 MAN b OR OPENINGS LESS SHEET
NAIL SPECIFICATIONS WIND-ZONE VERT. TIES 0 16" D.C.). BRICK LINTEL, SYP - Southern Yellow Pine ! SINGLE STORY (STACKED WINDOWS) MULTI STORY THAN 3'-6"
3"xO.131"O = GUN NAILS 2"xO.113"O = RINK SHANK AT ALL OPENINGS SPACE TIES WITHIN FTG - FOOTING THRU - Through � : (UNSTACKED WINDOWS)
2"xO.113"O = 6d ,"O WEEP SECTION MEW TYP - Typical -"� EADER STRAPPING
21/2"xO.131"O = 8d 12" OF OPENINGS. PROVIDE3/1, rB TYPICAL H
HOLES 0 33" D.C. IMMEDIATELY ABOVE HORIZ - HORIZONTAL LON - Unless Otherwise Noted I . . SO.0
NG
SEE ',
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OPTI or
EERM ANE T TRUSS SEE R
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3"xO.148"O = 10d 31/2%0.162"o = 16d FLASHING. OF BRICK LINTEL VERT -- Vertical \Z.,O) .
�- 1'/,%O.148"0 = 10dxl'/," 11/2"xO.131"O = 8dxll/2" I I I WWF - Welded Wire Fabric I ""`I,,����
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I � I I - . . I I . I I 1-1- -- - I � --
2x6 SYP#2 BLOCKING BETWEEN
EA. TRUSS. FASTEN TO TOP
2x6 SYP#2 NAILER PLATE w/ 10d 4" D.C.
FASTENED TO TOP- WALL SHEATHING
PLATE w/ 10d @ 3" O.0
8d COMMON WIRE NAILS 2X4 BLOCKING BETWEEN EA. TRUSS.
-4- TO BLOCKING @ 3" O.C. ATTACH AT EACH WALL STUD w/ 3-16
NAILS AT EA. FRAMING INTERSECTION.
(MIN. OF 6-16d BETWEEN EACH TRUSS)
BLOCKING ONLY REQUIRED T DBL. TOP MAX NOTCH HEADER
L PLATE BE OW TOP PLATE
AT SHEARWALLS AND I-\ Lou Pontigo and
STUCCO FINISH RCH SHEATHING,
5-8d COM P HEADER PORCH Associates, Inc.
EIE SPECIFICATIONS END o ol
EACH SIDE
16d COMMONS OF SPLICE 16d COMMONS LOW 8-GUN NAILS- HEADER, PERPENDICULAR TRUSS
@ 8" O.C. SHEATHING SPLICE (g a" 0.C. 2x4 SYP#2 HORIZ. BRACING @ HEADER & SUPPORT SEE PLAN. 420 Osceola Avenue
24" O.C. BETWEEN OUTER WALL- PORCH PARALLE FULL HEIGHT DETAIL B Jax. Beach, Florida 32250
& FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. (2)MSTA24 ANCHOR OR DTT2Z Ph. 242-0908 Fax.241-9557
CONT. RIBBON TO WALL PERPENDICULAR STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD
m CONT. RIBBON 8d COM 0 EACH END w/ 3-0.131x3" NAILS FL:CA#8344 SO CA#3579
BOARD (TYP) 104 BOARD (TYP) 3" O.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ.
TO PORCH HEADER. WALL
OPTION A
.54 EACO SIDE FLOOR r 3z SHEATHING-\
FLOOR FLOOR OF SPLICE TRUSS - �K 1 1,
TRUSSES TRUSSES 24" 16 GUAGE POST BASE:
/-w/ 2x SOLID BLOCKING
SHEATHING DIAGONAL LSTA12 FOLDED OVER TOP AT SHEATHING EDGE 'WW,
FASTEN EA. 10d 8d COMMON WIRE NAILS 0 N-1/z�
�1 xlY�' EA. END DOUBLE TOP PLATE PLATE w/5-10d NAILS /I 1\ OWN 8!fk*
END w/ PORCH. CONTINUOUS OVER TO BLOCKING 0 3" O.C.
STRAP w/11- POST 24" 16 GUAGE 4x4 POST:ABU44 STUD WALL FRAMING
OR JOIST. OR JOIST. SPLICE 2x4 SYP#2 10dx1Y2" EA. END BE OW STRAP w/11- 6x6 POST:ABU66
INTO TOP PLATE & 5-10d 4
R, SLA ER �-NAILS INTO BEAM. SPACE
RIM BOARD Y4* --- xcp
SEE PLAN X I N i�,
�33-
SHORTER THAN HTS1 6 MAX @ 48" O.C. OMIT'IF WALL
Y4"IOSB or PLYWOOD
3-10d COMMONS I V.. PORCH HEADE B HEAD ...........
FLIJOR SYSTEM. ALIGN L SHEATHING IS INSTALLED
WALL FRAMING-/ z WALL FRAMING-/ I\\-- CEILING WALL FRAMING STRAPS MSTA24 ROD ROOF TRUSS it
VERTICAL J LINE STRAPS EP( ON FACE OF BEAM Cj 0.
OINTS W1TH OR JOIST--,,�
FOR AR
SHEATHING SPLICE
WALL SHEATHING INSTALL FLOOR TO PERPENDICUL
A .4L JOINTS PLAN VIEW OF PLAN MEW OF ELEVATION VIEW OF TRUSS CONNECTION
BLOCKING ONLY REQUIRED_,,,/.-,. 5-8d COM FLOOR STRAPPING PER PORCH HEADER PORCH HEADER PORCH HEADER 8-GUN SEE DETAIL 8 ABOVE "0".. 's CIF i S ril
AT SHEARWALLS AND OPTION 1 OR 2 NAILS CONTINUOUS 2x6 SYP#2
EACH SIDE
AT CORNER POST AT POST AT POST
STUCCO FINISH OF SPLICE FULL HEIGHT LEDGER FASTEN WITH A
ANCHOR OR DTT2Z 5-0.1131x3" EA. STUD.
OPTION 1 OPTION 2
4y 1
FLOOR TRUSS PARALLEL PORCH SHEATHING 3PECIF[CATIONS: HOLD DOWN AT MIN. (2)2x4 WOOD
OVER LAP SHEATHING APA RIM E30ARD OPYION GYPSUM (W 'TER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST -A\-BELOW. & (1) ADJ. PARALLEL TRUSS nki.A.I
OPT Ob!
OR IEADER.
NOTE 1: A I DETAIL A Christopher J Sabourin PE
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. (OR GREATER) oso OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD F L P E#71 461
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS TYPICAL PORCH FRAMING DETAILS r3-\TYPICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF CONNECTION
�SO 1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF r-;7VISIONS DATE
AND WALL SHEATHING AND STUD FRAMING.
\�-,ZO1
SEE DETAIL 5/SO.1 FOR
,-DIAPHRAGM ATTACHMENT
WHERE APPLICABLE
IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS
ROOF TRUSS. DIRECTLY BENEATH TRUSS
El 1-1
ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS A 2-SIMPSON H2.5T. FIELD ALTEIRZATION
TRUSS.-\-4- BOT* CHORD w/ 0.131x3" 0 3" O.C. IV @-IN I
TENED TO SHEATHING w --- ----------t
2x4 SYP#2 CATS AT 12" FLOOR OR FAS 8d @ 3" O.C. t t CONTRACTOR SHALL CONTACT LOU
O.C. FASTENED TO TOP-- ,-'-ROOF TRUSS. L fe� PONTIGO a ASSOCIATES PRIOR TO
--------4 ----------44
PLATE w/ 4-0.1310" SHEATHING FASTENED TO MAKIN
COMMON. MAX. TOP PLATE w/ 10d 0 3" O.C. MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
T 7 4 CONSTRUCTION DOCUMENTS.ANY
SHEARWALL NOTES: FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
TO TOP PLATE AND TRUSS (DA ASSOCIATES MAY RESULT IN
V2, SYP#2 CONT. ATTACH 1. ANY ALTERNATE MAY
FASTEN CATS EACH END w/7 TC BE USED. ADDIT�ONAL ENGINEERING OR
3-0.131x3" COMMON TOE NAILS w/ 0.131x3*' @ 3" O.C. EDGE OF NSPECTION FEES.
_U 2x MAY OVERHANG TOP PLATE. SHEARWALL-// 2. USE ALTERNATE A.
SHEARWALL OR_/�� SHEARWALL AT EXTERIOR WALLS SW 8d@3
EXTERIOR WALL ENDING BETWEEN ROOF SW 8d0,3"Z-6" ROUGH OPENING, SEE ROUGH OPENING, SEE
TRUSSES. PERFORATED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT TRUSS UPLIFT TABLE AT LEFT
ALTERNATE A ALTERNATE B ALTERNATE Q 3. USE ALTERNATE I :� 1 POST BELOW WITH 2-CS161 STRAP KING POST TO
I STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16
E & F FOR FLOOR UPPER TO LOWER STUDS 7UPPERTO LOWER STUDS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
7/j," OSB DIAPHRAGM FASTEN ROOF FLOOR DECK-\ -/-1 ,d @4"O.C. TRUSS ATTACHMENT SW 8d@3'/6: (2) CS18 STRAPS SW Bd@3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED z
TO NAILER wl (1) ROW 8d TRUSS. I VON X LEDGER FASTENED FLOOR nB - END STUDS TO FOUNDATION END STUDS TO I FOUNDATION HEADER DOWN CONNE N H ADER UP CONNECTION
@ 3" O.C. FASTEN TO TOP -5w &d03/6: HTT5 OR'HDU5'�'�: 8d03/6: HTT5 OR HDU5
SOLE PLA NECTION UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR
OF 8d @ 3" O.C. CALL OUT CALL OUT
PLATE w/ (2) ROWS TRUSS WEBS WITH SOLE PLATE ANCHORS CON
TEE SCHEDULE ON DETAIL 3/SO.O Ln
TE ANCHORS
w/3-0.1310" TEE SCHEDULE ON DETAIL 3/SO.O
0-0 FLOOR
COMMON.
2x4 SPF T T 5z I SHEARWALL NOTES A H2.5T 0 32" O.C. TOP & BOT A LS18 0 32" O.C.
SYP#2 2x4 NAILER FASTENED ALL AROUN .2*/ FRAMING T
1. PROVIDE 7116" OSB 5 I!i- WITH 8d COMMONS 0 3"�.O.C.� AT,OANEL E30UNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN
TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END wl 2x4 SYP#2 CATS AT 12" PROVIDE 2x BLOCKING AT �LLPANEL EDGES. 5-
C (1)MSTA24 STRAtS
I C (2)CS16 STRAPS
(2) ROWS 0.1310" @ 3" O.C. 3-0.1131xY NAILS 0 6 O.C. \-O.C. FASTENED TO TOP
INTERIOR -O.131xY 2. PROVIDE A MINIMUM OF12 STUDS tACH.,,ENQ,-PF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D M FULL HGTTHREADED ROD SEEPLAN
PLATE w/ 4 FULL HGT THREADED ROD SEE PLAN D
SHEARWALL.
SW-2�// 411- \ COMMON. END POSTS FOR SW. OR HTT4 HOLD DOWN AT 0XSE. (V.'O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N)
5-16d NAILS SHEARWALL OR-// +- �', 0 �'I I- - I I %� .11
(TYPICAL), EXTERIOR WALL 3. FASTEN ALL INTLRIOR SW yo r,,1OOF OR FLOOR TRUSSES PER 5/SO.1
ALTERNATE Q ALTERNATE E 1��
ALTERNATE F
4. INSTALL INTERIOR FOOIIJ76 BELOW SHEARWALL PER DETAILS ON SI.O
TYPICAL Sf,-J.E�A R, ALL ELEVATION Z DOWN
WHEN 7 HEA TIE
SHEARWALL ATTACHMENT AT ROOF Et FLOOR KVMEN\���DER�.
PROVIDE SOLID BL6,CKING WlfWN�FLOOR SYSTEM AT SW END POSTS. THIS DETAIL ONLY PPLIES WHEN NOTED ON PLAN
4,
T x X rl Lij
8d COMMON NAILS L4-1za Iyt MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. J
ROOF NAILS (TYP.) 2x4 SYP#2 OUTLOOKERS SINGLE BRACING N07ES AND SPECIFICA71ONS
TRUSS BRACING
1.)ALL BRACING LUMBER SHOWN, EXEPT
AT 3" O.C.(TYP) 2x4 BLOCKING. FASTEN TRUSS @ 24" D.C. FOR T-BRACE SHALL BE 1x4 SYP#3
j
"Y'
OR BETTER OR 2x4 SPF#2 OR BETTER.
EACH END w/3-10d H3 OR H2.5T HURRICANE CLIP 0 EA.
WALL STUDS WALL STUDS TOEN 'ILS UTLOOKER TO TRUSS. (LION)
2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, 16 1 <
AT 16" D.C. AT 16" D.C. FASTEN TO ROOF FRAMING BELOW 6-10d (1)DIAGONAL BRACE PER
(4) TRUSSES APPLIED 2.)BRACING LUMBER SHALL INTERSECT
ROOF SHEATHING W/ 4-12d NAILS AT EACH RAFTER. COMMONS THE WEB OF THE BRACED TRUSS, PER
TO BACKSIDE OF WEB.
2XIS 3.)PERMANENT PERMANENT BRACING
i BRACING APPLIED TO WHERE NOTED ON TRUSS MFR. SHOP
ROOF TRUSS-/ ROO ANGLE DRAWINGS. THE CONTRACTOR SHALL
SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS.
DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER 'X, PROVIDE 1x4 SYP#3 OR BETTER
SYP#2 LEDGER ATTACH THESE STRAPS
TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. 2X4 T-BRACE. ONLY WALL SHEATHING',UP T-BRACE FA BOTTOM CHORD BRACING
PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED i STENED TO PERPENDICULAR TO TRUSS BOTTOM
SCHEDULE BELOW BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS:' WEB w/ 12d @ 6"O.C.
RAFTER LENGTH LENGTHS > W-O". CHORDS AND ATTACHED TO EACH
T-BRACE TO BE THE
A-SINGLE LEDGER B-DOUBLE LEDGER ALT. TO BOTH H3 ABOVE SAME SIZE, SPECIES TRUS WITH 2-8d COMMON NAILS. AT
PRODIDE MTS12 OR CS16 DIREC LESS THAN 4'-0" FA TEN w/10d COMMONS 2X4 #2 SYP BLOCK""O EACH
R 0 6" ON-CENTER CONTINUOUS LATERAL BRACING, SEE AND GRADE: AS WE6 GABLE END WALLS PROVIDE DIAGONALS
VERTICAL VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTE /-GABLE BRACE. FASTEN EACH AT END WALLS PROVIDE DIAGONALS
TO BE BRACED.
REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING AND ROOF MEMBER. END W1 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY, AND (APPROXIMATELY 457.) TO THE 0
0-775 2x6 w/ 5-0.1310" 1850-2345 2x8 w/ 6-1/,"0x6" SDS SCREWS LOCATION. IF MORE THAN (1) LATERAL XTERIOR PERPENDICULAR
776-1250 2x8 w/ 8-0.131xY 2346-3125 2x12 w/ 8-1/,"04" SIDS SCREWS BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING U
BLOCK TO DBL TOP
AS SHOWN, TO FORM A ZIGZAG PATTERN ALL
1251-1540 2x1O w/ 10-0.1310" PLT W/ 2-H2.5T
CONSTRUCTED OF THE SAME BRACING
1540-1850 2x12 w/ 12-0.1310" MATERIAL. THIS REQUIRMENT IS NOT
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT NECESSARY AT HIP ROOFS. ALSO
TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 0.131x3" TOE NAILS * 8"O.C.
LEDGER A NOTES: WHERE A LEDGER IS INDICATED I I ALONG EXTERIOR WALLS PARALLEL TO
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF,TRUSS BOTTOM CHORD BRACING PROVIDE
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TOP PLATE DIAGONALS� IN THE END SPACE
BETWEEN THE WALL AND THE FIRST
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE 2x4x6' SYP#2 LATERAL BRACE EA. LINE OF BOTTOM CHORD BRACING AT A
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 8-10d J 1**�LSTA12 @ 48",,,O.C. OR DBL TOP PLT
I MAXIMUM SPACING OF 20 FEET.
X-BRACE w/ 2-16d INTO BOTTOM- COMMONS TO GABLE TRUSS-BOTTOM"CHORD W/ TYPICAL
CHORD OF EA. TRUSS. L
SDWC15600 0`36" D.C. OMIT IF
I/ 1�1 PERMANENT TRUSS BRACING
E E E N� DECK LEDGER AT OVERFRAME RAFTERS GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN D A
10 WHEN 9 -.1 �� R/WING
SCALE: 3/4" 1'-0"
By TRUSS 0 SOA USE THIS IDETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. MIN 2 PLY STUD MIN 2 PLY STUD
R D��R EC
T U ��O L� CT
OT S 0 ITY
�ENGSINE�ERN HOW�NF R�CLAR ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS
ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS DETAILS
TO SISTER A TO SISTER A OR BEAM GIRDER 'TRUSS
I FULL HEIGHT MIN 2 PLY /r36" LONG STUD 36" LONG STUD OR BEAM
F-�--?-j�,:-I � PLAN !- [�*]Ixl i��
WASHER -, (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12-
ANCHORING SPECIFICATIONS
(2 7/
@ jo L FOLD OVER TOP PLATE )MSTA2,4 'STRAPS 0.131xY GUN -fO.1310" GUN NAILS
ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/1 8-1 Od FOLD OVER TOP.PLATE SIMPSON HTT5 OR (2)MTS1 2-
NAILS
---FULL HT. HDL15. FASTEN (2)MTS12
SOL DOUBLE SYSTEM SHALL CONSIST OF %"0 A307 THREADED FASTEN �/18-10d 0.
E
UPLIFT PLATE FU LL H T. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d COMONS
ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE
DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE THESE DRAWINGS.IF A DIMENSION IS
PLATE SEE PLAN TOP PLATE, PROVIDE A 2"X 2"X )6* STEEL WASHER. W/8- YVAY2 UNCLEAR REFER TO THE
WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 SDSSCREWS o SIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) FULL HEIGHT 2 PLY THREADED RC \-(2)H2.5T (2)H2.5T
OR POST. MINIMUM LTT20B )D
ROD TUDI
FULL HEIGHT I I Y2" THREADED ROD WITHIN 6" OF MINIMUM
S
ROD INSTALLATION: AT ALL PLATE PENETRATIONS, MINIMUM,
PROVIDE A HOLE IN THE PLATE A- LARGER THAN THE 2 PLY ", EPDXIED 4" MIN OR GIRDER (SEE PLAN) 2 PLYA AT 2NID STORY PLA7N NA
--THREADED ROD --j THREADED
1 DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD AT 2ND STORY Y2x6" TITEN HD
SEE PLAN ELEVATION SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERE /-COUPLER TIGHT TUD ,,1 STUDS PROVIDE ROD EPDXIED STUD STUDS PROVIDE T
T_
S )�" THREADED ROD 2 CS18 STRAPS (DAVENPOR -ELEV. COASTA�L
(SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS18 STRAPS, 7.5" MIN EPDXIED 4" MIN OR U- AT BASE OF STUDS DESIGN/DRAWN/CHECKED
STEEL COUPLER WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AT BASE OF STUD
FULL HT. V2x6p' TITEN HID (FLOOR TO FLOOR)
(OPTIONAL, LOCATE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER (FLOOR TO FLOOR) CS / BTC/LAP
ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE 3 " MINIMUM
Ya RODS THD37634RC (%,,X6y+") r
AS NEEDED) VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO DATE
AT SILL PLATE AT TOP PLATE -2 PLY HOLD DOWN SEE PLAII,
THE NUT ABOVE THE UPPERMOST PLATE SHALL BE STUD /-3/6 ROD = DTT2Z 3.2.15
SECURED OVER THE WASHER M A SNUG-TIGHT W�8- Yrxir HTT5 %" ROD = HTT5 SCALE
FULL HEIGHT ANCHOR INSTALLATION CHART CONDITION PLUS ONE-HAILF TURN OF A STANDARD
FLOOR SDS SCREWS BUILT-UP POST BUILT-UP POST
FRAMING WENCH (APPROMMATELY 30 FT.-LBS. OF TORQUE). AS NOTED
SEE PLAN. SEE PLAN.
@ DUE TO SHIRIWAGE AND COMPRESSION OF BUILDING
AVOID CONFLICTS WITH FLOOR AND WALL FRAMING.
SIMPSON D72Z,,,:�'
THREADED CONTRACTORS SHALL RE-TIGHTEN NUT TO 30
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE LPA No.
THREAE)ED ROD----- FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-LBS- OF TOME AFTER ALL TRADES ARE
COMPLETE AND PRIOR TO INSULATION.
10 TOLL-15-00107
sEE PLAN PER PLAN. 3/8 /,"o 2x2x'/," 4" 4" 2" 3-
12 CONTROL No.
;y4"O 3x3x/4" kNCHO ING: ALL THREADED RODS SHALL BE HTT5 or HDU5 QL 2Z LTT20B
7.5" A ALTERNATE FOR
1 2y2"
5/8 -0 1 1 Y & EPDXY ANCHORED. SEE INSTALLATION LTERNATE FOR
LEMBEDMENT 1 3/4 3" ED�Ri QILXL E OPTION 1 OPTION 2 3805
DEPTH Q IMONO STEM I MONO STEM CHART FOR EFABEDMENT AND EDGE DISTANCE FULL HEIGHT TR CONVENTIONAL
REQUIREMENT$ 3/8" FULL` HEIGHT-"ROD 5/8" FULL HEIGHT ROD,,., SHEET
FULL HEIGHT 'ANCHOR
THREADED ROD INSTALLATION CHART
WALL SECTION V FULL HEIGHT ROD ALTERNATE
F U 16
A ri 4 K15 WHEN
FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM 3 TTACHMENT LL HEIGHT THREADED ROD HOLD DOWN ATTACHMENT DETAIL G RDER BEAM STRAPPING so .]
1F7sP',,1 EADER
E
B N D
SUPPORT
PER PLAN.tj (2
I ST)MS
R A 2'
�0.7
C..) '0
S
HEA1
T,
�sai� ALTERNATE OTE SO.1 T IS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
OVERLAP SIDEWALL OVERLAP SIDEWALL
TOP PLATE
TOP PLATE
OVERLAP SIDEWALL ALWAYS PLACE
TOP PLATE ALWAYSPLACE
HEADER AT
. . . . HEADER AT TOP OF ROUGH
TOP OF ROUGH OPENING
OPENING
HTT5 w/ SECOND STORY
. .. . . . . . . . . . . . . TOP PLATE ELEV.
5/,"0 THREADED ROD .. . .. . . . . . . . . .
GARAGE
HEADER . . . . . . . . . . . . . . . . . w/3x3x'/+" PLATE . . .. . . . . . . . . .
L 11 1� i.� . . . . . . . . . . . . . . . . . . .. . . . . . . . .
ALWAYS PLACE GOAL POST. FASTEN TO STUD . . . . . . . . . . . . HTT5 W/ %" THREADED ROD
HEADER AT PACK WITH 2—ROWS OF 16d 1 2 . .. . . . . . . . . . . . . 19 Lou Pontigo and
. . . . . . . . . . . . . . . THREADED ROD—\, EPDXIED 12"
TOP OF ROUGH RING SHANKiNAILS 0 12" O.C. . . . . . . . . . . . . . . . . AX 7. Associates, Inc.
EPDXIED 12"
OPENING
A2)20ga STRAPS I �m �5�
TEXTEND HEADERTO
HLAUER TO JACK ATTACH GAR�GE DOOR THRU EXTEND HEADER TO FAR SIDE OF WALL 420 Osceola Avenue
(2)2x6 KING STUDS UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL 7-6x6POST I AS SHOWN. Jax. Beach, Florida 32250
(2)2x6 JACK THREADED ROD—\ PACK, PER GARAGE DOOR (2)2x6 7—(2)2x6 SPF 2/ AS SHOWN. �6�6 Ph. 242-0908 Fax. 241-9557
HTT5 W/ STUD
STUDS SUPPLIER JACKS 4—0"x4'—O" PIECE OF WA
6 LL
EPDXIED 12" N �6�6 SHEATING INSTALL AT UPPER 1O/S0.0 FOR TYPICAI] FL:CA#8344 SC:CA#3579
AND (1) 4'—O"x4'—O" PIECE Of ALL rHEADER STRAPPING.
I G.\
HTT5 w/ SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER
(2)2x STUD CORNER,,, X%" THREADED ROD DETAIL A % THREADED ROD DETAIL A
EPDXIED 12" 0 1 ON EXTERIOR STUD (TRIMED NS EPDXIED 12" AND (1) Z_ z SHOWN)
KING.
SHOWN)
P.T. SOLE PLATE-,, FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS )AER j
�)? ..........
A /,f GARAGE FASTEN SHEATING TO HEADER w/ 8d COMMON Qjj GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING s
SOLE PLATE HTT5 wl HTT5 w/ STUD TO LOWER FRAMING:
FLOOR IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP.
tO �� ,#*,%GE(
ANCHOR %" THREADED ROD THREADED ROD (STUDS, BLOCKING & SILLS) TYP. MSTA24 OR CS18 STRAP
EPDXIED 12" —CENTER
SOLE PLATE EPDXIED 12" @ 32" ON "I �
m
DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS
ANCHOR GARAGE WING WALL SECTION DOUBLE 3LOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS . 71
THICKENED SLAB EDGE 2 MSTA24 OR CS16 KING STUD TO LOWER
AT GARAGE OPENING. 6x6 POST WITH ABU66 STRAPEACHEND FRAMING 2 MSTA24 ORA
OF WALL SEGMENT CS2 STRAPS
5/,"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN -'*--w/ 5/," THREADED ROD F
NOTES: STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x/4" WASHER. EPDXIED 12" MIN p
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. 2ND FLOOR ELEV. ...... Ai
Christopher j Sabourin P E
IN
GARAGE WING WALL ELEVATION.
F L P E#7 14 6 1
WOOD
GARAGE HEADER, FRAMING 2 GARAGE PORTAL WING WALL WjjEN 3 GARAGE WING WALL FRAMING LESS THAN 12" CONVENTIONAL STRAPPING DETAIL K��VISIONS DATE
VIEN EN 0
OTED SO.2 OTED SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
10 10 10
PORCH BEAM SUPPORT POST
rFIELD ALTERATION
F_I JACK STUD IF 4x4 IS SPECIFIED ON PLAN, �!Ii
JACK STUD STUD TO TOP PLATE9
AT DOOR USE (2)2x4 SPF#2 SUPPORT.
AT DOOR SDWC15600 SCREW. CONTRACTOR SHALL CONTACT LOU
PONTIGO E ASSOCIATES PRIOR TO
MIN. (2)2x4 PT SYP #2 0 32" O.C. MAKING ANY STRUCTURAL FIELD
24" MAX. IF 6x6 IS SPECIFIED ON PLAN, + + WALL MOOIFICATIONS WHICH MAY VARY
USE (3)2x4 SPF#2 SUPPORT. SHEATHING FROM THE INTENT OF THE ORIGINAL
12" MIN. CONSTRUCTION DOCUMENTS.ANY
RATED WALL SHEATHING w/
PLAN VIEW Y4"x 3,v2" PLAN VIEW SIMPSON LTT20B 6d @ 6" O.C. EDGE & FIELD. ATTACH PORCH BEAM TO CS1 8 w/7-1)dxl. BEING APPROVED BY LOU PONTIGO a
TAPCON I - F SUPPORT POST w/ (2)HTS20. EACH END � 48", ASSOCIATES MAY RESULT IN
RECESSED IN SLAB 70. & 1,t ADDITIONAL ENGINEERING OR
SCREW wIY2" THREADED ATTA H SUPPORT POST TO O.C. STRAP 'AN'BE INSPECTION FEES.
ROD EPDXIED 4" SOLE PLATE INSTALLED E THER
FOUNDATION WITH HTT4 FACE OFS! D L W CS18 W/7-1Odx1Y2"
A ANCHOR w/ 5/8"OxC' EMBED EPDXY ROD. U.O.N. @ 48"
r i,/—O.C. STRAP CAN BE STUD TO BOT PLATEa
SYP#2 PT SOLE PLATE I
CONC. CONC. INSTALLED EITHER SOWC15600 SCREW.
BOT PLATE TO TRUSS
SLAB SLAB BOX COLUMN FACE OF STUD 4%02" LAG SCREW—\ 0 32" D.C.
MAY BE USED IN LIEU OF 4x4 OR 6x6. 8d 0 3"
FLOOR
FLOOR FLOOR WITH ROUND WASHER
WATER PROOFING AT TRUSSES T USSES TRUSSES AT EACH FLOOR TRUSS z
ELEVATION VIEW ELEVATION VIEW LOWER PORTION OF OR JOIST. 0 JO IS 1. OR JOIST.
BOX COLUMN BY BUILDER
IF PT MATERIAL IS NOT USED.
OPTION B BEAM SEE,
OPTION A OPTION B OPTION A OVERLAP PLAN
STRAPPING SHEATHING OPTION Q 4<
DROPPED BEAM
VMEN 5 FRONT ENTRY JAMB FASTENING BOX COLUMN DETAIL VMEN 7 WALL STRAPPING OVER'BEAM
CITED
0 so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN VOV THIS DETAIL ONLY APPYES WHEN NOTED ON PLAW_�"i,�,`,,`�`�
KING STUD TO TOP PLATEm-
SDWC15600 SCREW. WAL
L STRAPPING DETAIL
MEN
0
0 0
STUD TO TOP PLA S1LJQ TO TOP LU
SDWC15600 SCREW.—' SOWC15600 SCREW.—'
0 32" D.C. 0 32" O.C.
2x4 BLOCKING 4 0.1310" TOE NAILS (2 EA. SIDE)
i '\ / 2.4 OUTLOOKER
I H3 0 EA. NOTE(6)
OUTLOOKER PLACE GABLE END TRUSS
< STUD /AT 24* O.C. SPLICE 2x6 x 4'-6" P.T. SYP NO.2 4<
1–MSTA24 TO THE INT. FACE OF SED RAFTER TAIL TO EACH ROOF
BALLOON FRAMED WALL TRUSS @ 24" O.C.
�ROOF
STUD SPACI AND FASTEN TRUSS TOP
NG, SEE
SHEATHING
FRAMING PLAN (AN AND BOTTOM CHORDS TO
2x4 P*T SYP No.2
BALLOON FRAMED WALL
SCHEDU 5-12d TOE STUDS w/ 2-0.131X3" BLOCKING/CLOSURE FASTEN
\NAILS EACH w/ 3-12d TOE NAILS. RIP
2x4 BLOCKING AT NAILS AT EA. STUD. 00
48" O.C. BETWEEN TRUSS DOWN TO REQUIRED DEPTH z
PRE—ENGINEERED
BOT PLATE TO FRAMING GABLE AND FIRST W06D ROOF TRUSSES.
BOT PLATE TO FRAMING INTERIOR TRUSS.
12d COMMON
BELOW CS180 32" 0. BELOW CS180 32" O.C. FASTEN GABLE END WIRE NAILS
TRUSS wl FULL HT.
+ ANCHOR AND HA41 0 4" O.C.
EA. END STAGGERED
G\
—-6----------------
UPLIFTZ 0
CONNECTOR
DOUBLE
TOP PLATE
CONVENTIONAL SW 4"
ANCHOR PER SCHEDULE. 114 11 11 11 Al 1.
NO FULL HEIGHT ANCHOR
REQUIRED.
A
MISC
L T PIPING DET 'L WHEN 10 WALL STRAPPING DETAIL BALLOON FRAMED GABLE END —2-N RAFTER TAIL DETIAL
U ILU \IS 6.Z/ rl A
t�ELTAISL OrAPPLIES WHEN N�D ON PLAN SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN FIVWING
DETAILS
DO NOT S ALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 15
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
___P7
'LAN NAME
T_
(DAVENPORT—ELEV, COASTA�L
DESIGN/DRAWN/CHECKED
CS / BTC/LAP
DATE
3.2.15
SCALE
AS NOTED
LPA No.
TOLL-1 5-00107
CONTROL No.
3805
SHEET
S02
N,
7
III,RL-i
IZAT M
Up
ST E6
SU E6,
A
.LAN VIEW
SYMBOLS LEGEND
DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
�7777�1 INTERIOR LOAD BEARING WALL
DESIGNATES SLAP RECESS
Lou Pontigo and
BEAM OR TRUSS, SEE PLAN Associates, Inc.
420 Osceola Avenue
jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
FL:CA# 8344 SC: CA#3579
E R
_QV
400 /V'q 0 "-,
.z
�No. I
S
T
A,
OR 10
"0
/VAL
Christopher J Sabourin P E
F L P E#7 14 6 1
2 3 DATE
920'1
S1 S1.01
S1.01 S1.0
H13
\IT(T
XX\I<l 00)00M>0�/
\�Si.01)-/
Q0
F
�FIE
PROVIDE SAW CUTS PER 7�x _LD ALLTERATION
I I CONTRACTOR SHALL CONTACT LOU
5/S1.01, BUILDER TO 0
PONTIGO Ei ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
COORDINATE WITH FINISH < MODIFICATIONS WH CH MAY VARY
V FLOOR MATERIAL. 6 CIO FROM THE INTENT OF THE ORIGINAL
0
S1.011 K8[3'� FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
ASSOCIATES MAY RESULT IN
L T ADDITIONAL ENGINEERING OR
o Nksi.01)/
8)-,3)p 2 SAWCUT -i
^5
�1-j0_1
2 -3"1., I___j 11 1 '�7
-7-
I I K4
6 S1.01
S1.01 STAIRS BY
6 BUILDER
S1.01 2x8 P.T. LODGER
w/5/8 TH�EADED IRODS HU28-2 LU
-4
SKEWE
6 1 EPPXIED 4' MIN. D
CONNECT MONO TO S1.0 STAG 1 3 NGER
-�0' GE�ED @ 16-L'O-.G. A
�Si.01� L
1100<
STEMWALL w/2-#5x3O" I r) TI . I
DOWELS EPDXIED -6" MIN.
I F1
LLJ
LLJ
I Hl- F
0
61 04,
F3.0 S,6 01 i5 T.
HU28-2
10 SKEWED
15P-5)) 3
7 HANGER
Z
4" CONCRETE SLAB w/ Y E h LLJ
FIBERMESH @) 1.5 LBS/CU F2.5
X 1.T A L Ln
OF CONCRETE OR 6x6 W1.4<W FA
I
WWF ON 6MIL VAPOR BARRIER
IN PREPARED GRADE.-\\ It
1 R 2-#4x4'-O'p ('9 4<
0 CORNER RACK BARS 1\�Si.oi 0
PAVERS I I - AT �_LA3 H.
Ir-----I I
BY OTHERS 2x8 P.T. LEDGER
A
0
I S1.01 5/8 THREADED RODS
D/W I 2x8 JOISTS @ 16" z
LID
EPDXIED 4" MIN.
O.C. w LUS28 EA
STAGGERED @ 16"O.C.
CONNECT MONO TO END
STEMWALL w/2-#5x3O" 6
.01
DOWELS EPDXIED 6" IN. -0-)
12'-4)) 4)-'7
2,1f-8'� _7r_ 0
__j
171 i
F _TTI--- _j j U
_T / \-, I-'7lT7 -- IF
M-MOmm U 5x6 POST w/ABU66
=H="
8x8 PIER BELOW \-TO REST ON SILL
ARCHITECTURAL COLUMN PLATE AT STEM WALL
ABOVE. TOP OF COLUMN S1.01
S1.01
IS 6" ABOVE PAVERS.
STEMWALL
FOUNDATION
FOUNDATION PLAN
SCALE: 1/4" PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS,IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
PLAN NAME
DAVENPORT-ELEV. COASTAL
FOOTING SCHEDULE AND NOTES SOLE PLATE ANCHOR SPACING SCHD DESIGN/DRAWN/CHECKED
BOTTOM BARS DEPTH WIDTH LENGTH TYPE ALL EXTERIOR WALL 48" O.C. CS / BTC/LAP
UNLESS OTHER NOTED DATE
11-011 2'-0" 2'-0" F2.0 3.2.15
3-#5 EA. WAY BOT.
3-#5 EA. WAY BOT. 11-011 2'-6" 2'-6" F2.5 SHEARWALLS 24" O.C. SCALE
- (SW 8c1Q3"/6")
3-#5 EA. WAY BOT. 10-C 3 1-0 3'-0" F3.0 AS NOTED
F3.5 SOLE PLT @ # LPA No.
4-#5 EA. WAY BOT. 1'-0" S-6" S-6" WHEN NOTED ON PLAN
SEE NOTE 2 TOLL-15-00107
4-#5 EA. WAY BOT. 1'-0" 4'-0" 4'-0" F4.0 CONTROL No.
4-#5 EA. WAY BOT. 11-011 4 1-6 11 4'-6" F4.5 1. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.O 3805
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, ANCHOR SPA SHEET
STEP HEIGHTS, ECT., SEE A�IRCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 2. CING SHALL BE AS NOTED. FOR
REFERENCE ONLY. EXAMPLE - SOLE PLT 0 36" 36"
ON-CENTER SPACING
S1 .0
2. FTOS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED
PROCTOR IN ACCORDANCE WITH ASTM D 1557.
J
TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING ANCHORAGE PER
TYPICAL WALL FRAMING AND INCHORAGE
AND ANCHORAGE PER CONSTRUCTION SPECS.
PER CONSTRUCTION SPECS, CONSTRUCTION SPECS,
1#5 CONTINUOUS, PROVIDE
CORNER BARS (TYPICAL)
/F SOLE PLATE ANCHOR, Lou Pontigo and
,, /\MONO SLAB FOOTING AT PORCHES, 1 -#5 CONT., PROVIDE SEE 7B/S1.01 8" CMU OPEN BOTTOM LINTEL SEE 31SO.O Associates, Inc.
WHEN SPECIFIED ON PLAN. CORNER BARS (TYP.) ------- -- BLOCK w/ 1-#5 CONTINUOUS 420 Osceola Avenue
SEE ARCH PLAN
- SLAB ON GRADE, jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
v I _' SLAB ON
\, -- SEE PLAN. ' 51" 1 1
2 GRA FL:CA#8344 SO CA#3579
i D E,
SEE
,14
4 PLAN.
.4
GRADE OR CONIC. A
SLAB, SEE PLAN."-� AT WALLS GREA)TER THEN 4
"'4kiiiiii iflihif
X-1
FOR TEMPORAR�' BRACING
\0o:-N
LAYOUT PLAN.
8" CMU STEM WALL W/
SHOWER PAN SLO rO DRAIN, SEE ARCH SLAB ON e- V,
.T .
4 -0" HIGH, NOTIFY E.O.R.
STEMWALL REINFORCEMENT #4 VERTICAL DOWELS @ 24" O.C.
4
4 GRADE-
Cmu PLAN. MAINTAIN 4" I"ilIIN. SLAB THICKNESS. 90* BEND INTO FTC.
REINFORCING Uj q f 61
4 #4
COURSES DOWEL TO MATCH SEE PLAN I
WALL REINFORCING,
1 TO 6 #4 VERT. @ 48"O.C. S
< E OF
0 LLJ
4 A,
oil OR 10
4 4
7 TO 10 1 #4 VERT. @ 24"O.C. ONT. CONCRETE FOOTING '*,�CONTINUOUS CONCRETE Ftp
STEMWALL, SEE 1 /S1,.0
11 TO 121 #4 VERT. @ 8"O.C. fNV A I
E3)$xl 6)) 11—STORY, w/(2)#4 CONT.,, FOOTING
STEMWALLS OVER 6 COURSES TO I CLEAR Christopher I Sabourin PE
HAVE TRUSS TYPE HORIZ. JOINT 10%20" 2—STORY, w/(3)#4 OR Q)#5 CONT. �_,J�Typ
REINF. BETWEEN EVERY OTHER FL PE#71461
COURSE. FILL CELLS SOLID. 10%20"
VISIONS DATE
w/ 2-#5 CONT.
GARAGE STEM WALL
STEM WALL EDGE AND FOOTING f/�2 FOOTING W/ 'SHOWER RESESS
�,�-O 1 (SIM. AT PORCH EDGES w/o WALL) ��O 1 (IF REQUIRED) ��.O 1 (IF REQUIRED)
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WH CH MAY VARY
IC
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
STEP, SEE ASSOCIATES MAY RESULT IN
ARCH. 4 ADDITIONAL ENGINEERING OR
(4" MAX.) EQUAL TO SLAB
THICKNESS.
#3 BENT BARS @
18" O.C. w/ 2'-0" 7B @ SLAB RECESS
TYPICAL WALL FRAMING LAP INTO SLAB ON GRADE. T Z
AND ANCHORAGE PER ,,,,,, (WHEN STEP IS GREATER
CONSTRUCTION SPECS, THAN 20") BRICK VENEER IS U 0
ACCEPTABLE WITHOUT
STEP, AS REQ'D.-\ J I SLAB ON WALL FRAMING INCREASE OF FOOTING
0 4 1" DEEP SAWCUT w/ SLAB IDN GRADE, r7 SIZE. LLJ
GRAD WAI FRAMING
>1 SEE PLAN. ELASTOMERIC SEALAN EE Pt.AN #5 CONT.
T /S STEP, SEE ARCH. PLAN. ON Uj
I SLAB
4.
od GRADE,
00 :4 '1 - A I I- I � I b;;_ . , / \,-SLAB ON � 4.
14.
------ PLAN.
.1 RADE, 00
NOTES: K-SEE PLAN. 0 U
1) PROVIDE SAWCUTS TO CREATE 4 �A
.4 d
APPROXIM X1, 7
ATE 16' X 16' MAX. SQ.
'KENED
0 Y110 Imili-
2) SAWCUT CONIC. SLAB WITHIN 4 TO
w/ 2—#5 CONT.
12 HOURS OF CONIC. PLACEMENT. OP i TIONAL 3"
2'� FLAI R 8"xl 6" 1 -STORY, w/(2)#5 CONT. In
8%16" 8"x20" 8"A 6 ,,1_STORY, w/(2)#5 CONT.
w/(2)#5 CONT. 2-STORY, w/(2)#5 CONT.
x20" ,_�-STORY, w/(2)#5 CONT. n/
�4 TALL MONO. FOOTING AT STEP-DOWN r5`l SAW CUT DETAIL BEARING AT INTERIOR 7-'ill MONO. FOOTIN Gj� AT STEP-DOWN
r6 K-7
SCALE: 3/4" V-10"
-ALO, �-o 1
0�, \1z -LO,
t n
A 0o Lj
0
j U
TYPICAL WALL FRAMING
MATCH DOOR POST, SEE PLAN
WITH, SEE ARCH. RECESS SET DIRECTLY ON AND ANCHORAGE PER
4- 1 '' SLAB ON STEMWALL w/ ABLI0 2x8i P.T. LEDGER. CONSTRUCTION SPECS.
4
GR DE,
-- SEE PLAN. DECKING PER FASTEN TO STEMWALL
FOUNDATION
ARCH. W/ 5/," THREADED ROD
PAVING
EPDXIED 4" MIN. @ 165" O.C. DETAILS
BY BUILDER SLAB ON
12"A 2" 1#5 CONT.
A E,
4
DETAIL 8B I I i, 'S v- SEE PLAN.
E.J.
MATERIAL STEMWALL & X a q4 -d
P.T. 2x8 SILL PLATE A� -co
—L SLAB ON FOOTING SEE A,
ATTACHED w/%8" 1* 1 �\, Do NOT SCALE DIMENSIONS FROM
GRADE, JOIST SEE PLA DETAIL 1/Sl.01. �7 THESE DRAWINGS.IF A DIMENSION IS
THREADED RODS @ 48" N-' 010 - UNCLEAR REFER TO THE
SEE PLAN. IL-r_1
O.C. EPDX BRICK VENEER, ARCHITECTURAL DRAWINGS OR
�_SIMPSON LUS28 44� CONTACT THE E.O.R.
IED-14"_MIN. SEE ARCH \-ALT. FOOTING AT
7n H3. HANGER r-T.—
zi I-I BUILDERS DISCRETION.
I PLAN NAME
THICKENED EDGE T_
3 @ 48" O.C. OR (D`AVENPORT—ELEV. COASTAL
w/ 1-#5 CONT. [DETAIL 8A
ROD CHAIRS (TYP.) DESIGN/DRAWN/CHECKED
8" STEMWALL
12" CS ./ BTC/LAP
w/ 1-#5 00 1—STORY, w/(2)#4 CONT.
DATE
@ 48" 0.C. OX1 6" CONCRETE P 16" 2—STORY, w/(2)#5 CONT.
3.2.15
FOOTING w,/2-#5 IV __�
16)) 6%8" EXTENSION FOR BRICK SCALE
6"
AS NOTED
LEDGE ADD 1—#5 CONT.
THICKENED SLAB BRICK LEDGE DETAIL L,PA No.
TOLL-15-00107
CONTROL No.
PORCH SECTION
��-O 1 SCALE: 3/4" V-0)) rg ri 0 MONOLITHIC EDGE FOOTING
SCALE: 3/4" 1'-0" 3805
"I"ll�-O 1 -LO, SCALE: 3/4" 1'-0" SHEET
_�4
[TEQUAL
F70 4
S1 . 01
SHEET 5 OF 9
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
----------
LINE DESIGNATES SIDE OF ftILL THE
SW- 3/6
SHEARWALL SHEATHING TO BE APPLIED.
7,,
8d 0 j DESIGNATES 8d COMMONS
3" O.C. EDGE & 6" O.C. "IN THE
FIELD"
DESIGNATES THE HEADER SIZE AND
NUMBER OF PLY'S DESINATES NUMBER,
x8-1/2
(2)2
AX'i HEADER SIZE & JACK/KING STUDS
NEEDED FOR SUPPORT HEADER.
Lou Pontigo and
Associates, Inc.
DESIGNATES THE SINGLE PLY HEADER
;a'
AND & JACK/KING STUDS NEEDED FOR
6S SUPPORT HEADER., SEE DETAIL 4/SO.O,
420 Osceola Avenue
jax. Beach, Florida 32250
BEAM OR TRUSS, SEE PLAN
-0908 Fax. 241-9557
Ph. 242
FL:CA#8344 SO CA#3579
ANCHOR LEGEND
A307 DIAMETER FULL HEIGHT
THREADED ROD, SEE DETAIL 12/SO.1
R J
A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/50.1
'4�
E
'A
%' A307 DIAMETER THREADED ROD
TERMINATES AT FIRST FLOOR TOP
No 61
PLATE, SEE DETAIL 12/S0.1
A307 DIAMETER THREADED ROD
'o
TERMINATES AT FIRST FLOOR TOP
E OF
(2)5
PLATE, SEE DETAIL 12/SO.1
I A I
SIMPSON HTT5 SEE DETAIL15/SO.1
0 u
r i s t o p h e r ri n P E
C a
FL PE#71461
SIMPSON DTT2Z SEE DETAIL15/SO.1
(2)2x6 SPF#21
f7VISIONS
DATE
POST
SIMPSON LTT20B SEE DETAIL15/SO.1
HB
SEE 1/SO.2
(2)2x6-1/1 (2)2x6-1D E(2)2x6-1/2 (Q2x6-jL1
A LSTA1 2 12" LONG LIGHT GAUGE STRAP
FASTEN TO TOP PLATE AND STUD
-10d COMMONS
WITH 5
. ........
WALL STUD SCHEDULE
F
PLATE STUD SIZE
LOCATION HEIGHT & SPACING
V)
FIELD ALTERATION
MAX
X
10._1 2x6 SPF#2 0 16" D.C. P-r CONTRACTOR SHALL CONTACT LOU
C'4
EXTERIOR PONTiGo a ASSOCIATES PRIOR TO
MAX 2x4 SPF#2 0 12" O.C. MAKING ANY STRUCTURAL FIELD
X
0 10'-1 TO MODIFICATIONS WHICH MAY VARY
EXTERIOR 24 SPF#2 @ 16" O.C.
0 14'-0" FROM THE INTENT OF THE ORIGINAL
-,P __j 101 CONSTRUCTION DOCUMENTS.ANY
L _011
INTERIOR MAX 2x4 SPF#2 0 16" O.C. FIELD ALTER NATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
r 12'-0"
2x6 SPF#2 @ 16" D.C. ar ASSOCIATES MAY RESULT IN
C14 INTERIOR :�RING OR
OSB SHEATHING SB 5HEATHING MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINE[
010 7 C,1 4 SMO N07E& ES.
X
1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
,7
2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
CONTRACTOR MAY INCREASE STUD SIZE TO MEET
"0 ARCHITECTURAL REQUIREMENTS.
TOP PLT TO TUD
3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
I< YELLOW PINE.
w/SDWC15600 @ O.C. z
0
00 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
10 U
(2')2x'6-)\\/ POST: 4x4 P.T.
5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
Z111Z117T1T1_7-1-77zz 7 1 SYP#2 SEE DETAIL TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C.
MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
SEE 1/SO.2 2/S0.1 (TYPICAL) <
SHEARWALLS
T
(.0 ! I �11
X X
STRAP Lr) LL1
C\4 F\-, F, COMBINED USE PANEL NOTES
C14 i HEADER PER
1 (2)2xl2 �)2xl 2
L/ 1. EXTERIOR WALL SHEATHING SHALL BE in�
4/S0.1 711-1771771
liz;P' ! F-------T
CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
2)2x8 _N� H SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
x6-1/2
C-4
0 11 U Uj
3)/2x)" LSE '21 POCKETBEAM
2. SEE SHEET SO.0 FOR WALL SHEATHING
1p _PAR�LLAM T61P WIT TO STUD
00
X1 PER 3/SO.1 SPECIFICATIONS.
N w/SDW O.C.
PSL POST
TOP PLT TO T D I C-4 IC115§00 @ 48" X (TYPICAL) 3. UPPER MOST TOP PLATE SUPPORTING ROOF
8 O.0 C14 STRAP,, BEAM
w/SDWC15600 @ 4 C14 MEMBERS SHALL BE STRAPPED AS SHOWN IN
w/2-MSTA24 DETAIL 1/SO.O a.
0 STRAPS (TYPICAL)
STUDS BELOW HDR- 1j/ 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
C'14 (2)2x6-1/1� 3/SO.O
w/DTT2Z AT BASE F nI Uj
MIN. 2 JACK
m
(3)2x
V)
- C/) GENERAL NOTES
U) / I P")S,-r
0 D
ck� f 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
I-- I SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
,77 - Qu
STRAP BEAM /I IFA I X SIZES AND SPACING. AT GIRDERS AND BEAMS, 4<
E TOP FASTEN TOP
r C14 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
X --OF-j WALL- z 10 -OF-_WALL PLIES. 0
w/2-MSTA24 1 11 Sj�
e N P� SO.1 Cf) 1�14
STRAPS (TYPICA C"I :R 5E PER 1 z
< 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
I IL-----
z -D SHEATHING SPECIFICATIONS.
1 11 D/\ LLJ
0 m
z
00 of <
U) Z 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
_j 0 0
a_ --OSB SHEATHING 3: 00 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
_j TOGETHER PER DETAIL 6/SO.O
LL_ (D
T
14 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
X
0
1. 00 3/SO.O
C4 4-
6. AT SHEARWALLS, PROVIDE DIAPHRAGM
0 0
ATTACHMENT PER DETAIL 5/SO.1
0 OSB SHEATHING
r__j 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT
L
11 - TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1
2)_2!x_f_2!-_ (2)2x6-1/1 (7(27)2x8-1 (2)2x6-1/1) (2)2x6-1/1 (2)2xl 2
POST: 6x6 P.T. POCKET BEAM 9. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
SYP#2 SEE DETAIL PER 3/S0.1 AND HOLD DOWNS
2/S0.1 (TYPICAL) (TYPICAL) \,\--(3)2x6 SPF#2 \--(2)2x6 SPF#2 POCKET BEAM
POST POST PER -3/S0.1 CS-18 STRAPPING DETAIL
(TYPICAL)
CS18 STRAP w/ 10"
END LENGTH. FASTEN IST FLOOR
THIS END w/ 9-10d.
Z�- FRAMING
WALL FRAMING
PLAN
\_NO NAILS REQUIRED
FLOOR IN CLEAR SPAN
TRUSSES-
Do NOT SCAL DIMENSIONS FROM
OR JOIST. THESE DRAWINGS.IF A DIMENSION Is
m F_- UNCLEAR REFER TO THE
WALL FRAMING Ljj 0 ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
CS18STRAP w/ 10" PLAN NAME
LENGTH. FASTEN
THIS END w/ 9-10d. PORT-ELEV. COAS
'eEND (DAVEN TAIL
DESIGN/DRAWN/CHECKED
FIRST LEVEL WALL FRAMING PL AN SOLE PLATE ANCHOR SPACING SCHD CS / BTC/LAP
SCALE': 1/4" 1'-0' ALL EXTERIOR WALL 48" O.C. DATE
UNLESS OTHER NOTED 3.2.15
SCALE
SHEARWALLS 24" O.C.
(SW Bd@Y/6") AS NOTED
LPA No.
SOLE PLT 0 j WHEN NOTED ON PLAN TOLL-15-00107
SEE NOTE 2
CONTROL No.
1. INSTALL SOLE PLATE ANCHORS PER DETAIL 3805
3/SO.O SHEET
2. ANCHOR SPACING SHALL BE AS NOTED. FOR
EXAMPLE - SOLE PLT @ 36" 36"
ON-CENTER SPACING S1 .1
E_�
�'_SHEET6 �OF9
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTESa
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O.
4. WHEN USING (2)H2.5T CLIPS ON 1'/," WIDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
Associates, Inc.
TRUSS
420 Osceola Avenue
FASTENING DETAILS
Jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
FL:CA#8344 SC:CA#3579
CE/V*"- 6�
71 61
S,
OF
A,
0
t
Truss Connector Total List
Ilk
STUD DIRECT L
Manuf Product Qty �KLOW TRUSS TOP PLATE TO 1111110'11100% �)
HHUS46 19 SuyvC 1 5600 STUD SDWC15600 C h r i s t o p h e r j S a b o u r i n P E
FL PE#71461
NA N/A
ROOF RAFTER
TAILS, SEE DETAIL TRUSS TIE DOWN WITH SIMPSON SDWC
THA422 4 ISIONS DATEN)I
01 12/SO.2. (TYP) SOA ; . er TRUSS LAYOUT 03.24.1�
(2)H`T�I a er o op a e s own
Truss to Top Plate similar
c)
A
II_—_ �Ljj
C11 li
U IX
10!
It It ROOF RAFTER
FO TAILS, SEE DETAIL 30'
'�� EJ4 C14 ce) 0.) LO
FIELD ALTERATION
1 1' el' < < < C31i 12/SO.2. (TYP)
1q;l_ Q0 00 CD cle) LO l'- 0) (D EJ5
00 ca 1C__ T_ T_ T_ =
EJ4 oo in 00 Cal 120 00 N CONTRACTOR SHALL CONTACT LOU
STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
11BELOW TRUSS MODIFICATIONS WHICH MAY VARY
EJ5H� Y2"Max FROM THE INTENT OF THE ORGINAL
�Pi CONSTRUCTION DOCUMENTS.ANY
--- HUS46 FIELD ALTERNATIONS MADE PRIOR TO
ASSOCIATES MAY RESULT IN
STUD SDWC15600 DDITIONA G NEERING OR
EJ4 )!;B B _OCKII G PA �El_ 1�01 EJ5H SDWC15600 TOP PLATE TO INSPECTION FEES.
F ER ETAIL 5E/� 0.1.—
�J4
EJ jbit; 1. Sloped—roof rafters may be sloped up to and including
02 F 11 1 k a 12:12 pitch and must be "birdsmouth" cut. 00-
2!TH I 2x8 OAER�V, �IVIE 2. Reference detail 4 for installation instructions.
RAI IEI:S 4" 0 C. X
�_02 w/ DV RFRA �E LE DGER EJ5H._ SIMPSON SDWC INSTALLATION RANGE 7 Z
SEE 9 SO.1
EJ5H U 0
2
.. . . . . . . . . . . . . . . PORCH CEILING OSB
e4 I a
(y:
FG01 4 C SO.1 SEE 2/S0.1
--(2)11 TS1 6
EJ5H�
(2)H FS1 6- C?, �_J5
I \ In?/
7
1./ .14 y 4
F10
FG03 4-)
HHUS46
Q)
FG0,
IHUJS�g: I RQUS461, (2 HTS11
STUD NOT DIRECT
F08
11BELOW TRUSS 0 Alt—
M01111 I I
SDWClb6OO
2x8 ERFR, 1A E
F07 F06is =-RAF EF S @ )4" 0 C Note: Reference detail 2a for installation angle limit r1l
LJS46 P//�All F
Cantil W V ��R I E L I DYF�,
So.
F06 ��LL 9/ SDWC INSTALLATION
HHUS46
W, JS46"
Rafter to Top Plate shown
PORCH CEILING OSB X, O� B IC PAN L F05
_)E/S0 �_�HIIIJ
SEE 2/S0.1 n F ER DE NIL 1. JS4� HHUS46 0/ (Truss to Top Plate similar)
F04 0 00
11 D/ M4 F11 I I I z
HIS4b' HHUS46
Iaj 1 .1 - , 11 �11' N%, T1_ T11—
LL P�0_ 0. X RECT
F04 (D (D (D (D (D 11BELOW TRUSS
E.,
HHUS46 (D (D
Do not install SDWC in
�ON/I
F04
atched area
��LS44 _ r1r1US46 1- 0 0
z U_
SDWC15600
j U
n7l� F04
7 , I
X
�/z
7 it r! IW
I, Overhang -1 1/2' MIN
F04X 1 2" MAX
I y IT 11 IL_ 11 11 1 \11 1 11 1 11
\—(2)HTS1 6 (2)H TS1 6_/
SOA
2
SDWC INSTALLATION RANGE
SO.1
3 TRUSS -ROOF RAFTER NOTES: STRAPPING NOTES
FLOOR 8 LOW
ROOF RAFTER
ROOF RAFTER 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING TAILS, SEE DETAIL ROOF TRUSS
TAILS, SEE DETAIL WITH-,12-12D TOENAILS & 1—SIMPSON SDWC15600 12/SO.2. (TYP)
12/SO.2. (TYP)
SCREW UNLESS OTHERWISE NOTED Rafter or Truss PLACEMENT
Y2*" minimum edge
distance for full
values (with or
Splice may be in upper or PLAN
without a plate lower plate
splice)
Al X
Do NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
A* from top plate
CONTACT THE E.O.R.
splice Offset
for full values STUD NOT DIRECT]
PLAN NAME
11BELOW TRUSS
D
AVENPORT—ELEV. COASTAL
DESIGN/DRAWN/CHECKED
FLOOR Et LON ROOF TRUSS PLACEI�MENT `PLAN
CS / BTC/LAP
DATE
SCALE: N.T.S.
3.2.15
SDWC AT TOP PLATE SPLICE
SCALE
NOTE:
1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND AS NOTED
LPA No.
UPLIFT CONNECTOR, SEE PLAN.
TOLL-15-00107
CONTROL No.
3805
SHEET
S1 .2
I Ell
() t
1 7,J I;
BEING APPROVED
r S
RFOR
S0.1
SHEET 7 OF 9
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
---------- LINE D SIGNATES SIDE OF WALL THE 11 A10%
SW 3,14 SHEARWALL SHEATHING TO BE APPLIED.
8d @ j DESIGNATES 8d COMMUNS 0
3" O.C. EDGE & 6" O.C. "IN THE
FIELD"
NUMBER OF PLY'S DESINATES NUMBER,
(2)2,8-1/2 DESIGNATES THE HEADER SIZE AND
HEADER SIZE & JACK/KING STUDS
NEEDED FOR SUPPORT HEADER. Lou Pontigo and
DESIGNATES THE SINGLE PLY HEADER Associates, Inc.
6S-1/1 AND & JACK/KING STUDS NEEDED FOR
SUPPORT HEADER., SEE DETAIL 4/SO.D, 420 Osceola Avenue
jax. Beach, Florida 32250
BEAM OR TRUSS, SEE PLAN Ph. 242-0908 Fax. 241-9557
ANCHOR LEGEND F L:CA#8344 SC:CA#3579
Y8" A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/30.1
A307 DIAMETER FULL HEIGHT
1'. E
X5 THREADED ROD, SEE DETAIL 12/SO.1 \1\
A307 DIAMETER THREADED ROD 0.
146
TERMINATES AT FIRST FLOOR TOP
PLATE, SEE DETAIL 12/SO.1
A307 DIAMETER THREADED ROD
TERMINATES AT FIRST FLOOR TOP 4
(95
PLATE. SEE DETAIL 12/SO.1
SIMPSON HTT5 SEE DETAIL15/SO.1
Christopher J Sabou rin P E
SIMPSON DTT2Z SEE DETAIL15/S0.1 F L P E#71 4 61
REVISIONS DATE
2X6 SPF#2 @ 16"O.C. BALLOON FRAMED WALL SIMPSON LTT20B SEE DETAIL15/SO.1 TRUSS LAYOUT 03.24.15
'En
C(2)-2x6-1 12* LONG LIGHT GAUGE STRAP ZA RFVIS
_j LSTA1 2 FASTEN TO TOP PLATE AND STUD
_j WITH 5-10d COMMONS
<
3: WALL STUD SCHEDULE
-(2)CS18 AT BASE (2)CS1 8 B, S 0- :2
< V) PLATE STUD SIZE
OF STUDS F-S-T DS- LOCATION HEIGHT & SPACING
V) FIELD ALTERATION
0 EXTERIOR MAX 2x4 SPF#2 0 16* D.C.
_j Cn
�0 CONTRACTOR SHALL CONTACT LOU
_j < EXTERIOR 10,-1 2x6 SPF#2 0 16" D.C. or PONTIGO a ASSOCIATES PRIOR TO
_j z 00 MAX 2x4 SPF#2 0 12" O.C. MAKING ANY STRUCTURAL FIELD
3E_
F::: D:f EXTERIOR 1 0'-1 TO 2x6 SPF#2 @ 16- O.C. MODIFICATIONS WHICH MAY VARY
14'-0' FROM THE INTENT OF THE ORIGINAL
LLJ 101-011 CONSTRUCTION DOCUMENTS.ANY
LLJ INTERIOR 2x4 SPF#2 0 16" D.C. FIELD ALTERNATIONS MADE PRIOR TO
< > MAX BEING APPROVED BY LOU PONTIGO a
Elf cc
I-_ 3. _j INTERIOR 12'-0" 2x6 SPF#2 @ 16* D.C. kr ASSOCIATES MAY RESULT IN
V) (f) 0 _j I MAX 2x4 SPF#2 0 12" D.C. ADDITIONAL ENGINEERING OR
_j < a NOTES,
< 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
z ft� Q_
0 LLI < 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
CONTRACTOR MAY INCREASE STUD SIZE TO MEET
ARCHITECTURAL REQUIREMENTS.
LILI V) U)
> 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
z - _j 0-) YELLOW PINE.
0 <
z ft� 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
0 Ld
< F- a-
X 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
LLI TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C. 4< Lf)
MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
SHEARWALLS LLJ
COMBINED USE PANEL NOTES Ln LIJ
n1 In
1. EXTERIOR WALL SHEATHING SHALL BE
CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
rTOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
LJL I
I 7f- SPLICE LOCATIONS FOR MULTI STORY CONDITIONS LLJ
2. SEE SHEET SO.0 FOR WALL SHEATHING T. z
SPECIFICATIONS.
_j 3. UPPER MOST TOP PLATE SUPPORTING ROOF
MEMBERS SHALL BE STRAPPED AS SHOWN IN
V)
DETAIL 1/SO.O
0 Z
CL 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
Ld 3/SO.O ry Uj
V) - GENERAL NOTES
0
< I V)
0 C14 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
a z 00
o LL_ 0 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
I__ 0 F= 0!� SIZES AND SPACING. AT GIRDERS AND BEAMS,
00 z Ld PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
::E LLJ 0-
z PLIES. j
LLJ O� 0 >
Ld I- z LIJ
a- 1-- 0 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
< 0 SHEATHING SPECIFICATIONS. 0 00 z
Ll- m
'A
3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
Ld 0
PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
V) TOGETHER PER DETAIL 6/SO.O
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.O
PROVIDE DIAPHRAGM
6. AT SHEARWALLS,
(2)CS18 AT BASE (2)CS18 AT BASE
0 0
OF STUDS OF STUDS ATTACHMENT PER DETAIL 5/SO.1 j U
8. FOR ATTACHMENT OF EXTERIOR WALLS THAT
------- FOR R TERMINATE BETWEEN TRUSSES, SEE 6A/S0.1
AISED HEADERS, STRAP, THE TOP
((2)2x6-1/2) ((2)M-1/2) ( (2)M-1/2 PLATE TO HEADER WITH LSTA12 6 32' O.C.
IN LIEU OF THE HA4 STRAPS ROOF 9. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING
AND HOLD DOWNS
FRAMING
2x6 SPF#2 @ 16"O.C. BALLOON FRAMED 101 1 CS-18 STRAPPING DETAIL
SECOND STORY
CS18 STRAP w/ 10"
TOP PLATE ELEV.
T
END LENGTH. FASTEN 2nd FLOOR
0 1 THIS END w/ 9-10d.
FrI A MING
WALL FRAMING bi CD
TOP PLATE TO STUD CD
H2.5 @ 32" ON-CENTER PLAN
H2.\5
TOP & BOT. OF
HEADER TO JACK S a CRIPPLE iSTUD \_NO NAILS REQUIRED
MS24 STRAP EACH @ 32'� 0.C. FLOOR IN CLEAR SPAN
SIDE OF HEAD R TRUSSES DO NOT SCAL DIMENSIONS FROM
OR JOIST. 3E THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
z ARCHITECTURAL DRAWINGS OR
WALL FRAMING U.J C-D CONTACT THE E.O.R.
m
uj
CS18 STRAP w/ 10" 'LAN NAME
END LENGTH. FASTEN T_ L
(DAVENPOR E EV. COASTAL)
THIS END w/ 9-10d.
N A E SION F-OM
P
SION IS
0 OT SC L S j
E E D WIN EN
P
UNCLEA_1 0 THE
RC I TUP, 'WI S OR
LA H TEL NG
C
Co T C
_O P
N A
DESIGN/DRAWN/CHECKED
STUD TO SHOE PLATE CS / BTC/LAP
SECOND LEVEL WALL -FRAMING PLAN H2.5 @ 32" ON-CENTER DATE
SCALE: 1/4" 1'-0" 3.2.15
2ND FLOOR ELEV. Ali A, SCALE
LPA No.
T OLL-15-00107
CONTROL No.
Y4"x4Y2" LAG SCREW 3805
I F=M=l
WITH ROUND WASHER
CONVENTIONAL STRAPPING SCHEDULE AT EACH FLOOR TRUSS SH EET
S1 .3
J
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTES*
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET 30.0.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SOWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.Q.
4. WHEN USING (2)H2.5T CLIPS ON 1'/," WIDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
TRUSSAssociates, Inc.
FASTENING DETAILS 420 Osceola Avenue
Jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
F L:CA#8344 SC:CA#3579
If III!III-
f3PHER
tkt <: 0
7�
0.
Ile,
-qY
LELELOW TRUSSJJ TOP PLATE TO AL oA
�JSTUD DIRECI
SDWC156 0 STUD SDWC15600
BALLOON FRAMED WALL
Christopher j Sabourin PE
2x4 SYP#2 FL PE#71461
OUTLOOK R
TRUSS TIE DOWN WITH SIMPSON SDWC
@ 24" O.C. A VISIONS DATE
TRUSS LAYOUT
03.24.1,r
Rafter to Top Plate shown REVISED
Truss to Top Plate similar
Optimal 2
10, 0'
H 317
FIELD ALTEIRATION
H
STUD DIREC CONTRACTOR SHALL CONTACT LOU
f cyll PONTIGO a ASSOCIATES PRIOR TO
BELOW TRIJ
H MAKING ANY STRUCTURAL FIELD
Y2"MOX MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
(0, CONSTRUCTION DOCUMENTS.ANY
ALTERNATIONS MADE PRIOR TO
H BEING APPROVED BY LOU PONTIGO ri
SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN
STUD SDWC15600 ADDITIONAL ENGINEERING OR
T
r5
H Note: 1. Sloped—roof rafters may be sloped up to and including
\k so.0 77 a 12:12 pitch and must be "birdsmouth" cut.
2. Reference detail 4 for installation instructions.
H
SIMPSON SDWC INSTALLATION RANGE T z
H U 0
4<
7JI Iii ii
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES
n/
JH 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING
WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600
SCREW UNLESS OTHERWISE NOTED
H
Ly
S
H STUD NOT DDIRECT J
11BELOW TRU S 0 In
0 SDWC15600
H
Note: Reference detail 2a for installation angle limit Uj
^5 H
SDWC INSTALLATION
��-O
4<
H
Rafter to Top Plate shown
(Truss to Top Plate similar)
H 00
STUD NOT DIR
H 4 US �cl
IBELOW TR S
Do not install SDWC in
hatched area
0
SDWC15600
E-1 I I
Overhan 1 1/2' MIN
2" MAX
2x4 SYP#2 SDWC INSTALLATION IZANGE
OUTLOOKER
@ 24" 0.C. rROOFF TRUSS
BALLOON FRAMED WALL
PLACEMENT
Rafter or Truss
PLAN
minimum edge
distance for full
values (with or
without a plate Splice may be in upper or
splice) lower plate
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
A' from top plate ARCHITECTURAL DRAWINGS OR
splice Offset
for full values STUD NOT DIRECTLI
1ELOW TRUSS DA PLAN NAME
VEINPORT—ELEV. COASTAL
ROOF TRUSS DLACEMENT PLAN DESIGN/DRAWN/CHECKED
CS / 8TC/LAP
SCALE: N.T.S. DATE
SDWC AT TOP PLATE SPLICE 3.2.15
N OTE:
SCALE
1. FASTEN ROOF TRUSS TO TOP PLATE W/ 2-12d TOENAILS AND
AS NOTED
UPLIFT CONNECTOR, SEE PLAN.
LPA No.
TOLL-1 5-00107
CONTROL No.
3805
SHEET
SIA
SHEET 9 OF 9