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PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FRO'M FOAM FACTORY
5.3.6
INC.OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS.
ROOFING IER TYPICAL UNLESS
4
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8P IL E C 0 FY FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH
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5.2.6
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5.26 5.3.6 "CORAL-LIGHT'OR EQUAL PRE-FINISHED
2 7
ARON P.BARLEY,AIA
no 701 5.2.6 CRICKET AS REQ, 5.3.6 3 FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. AR 94562
5.3.6 U.N.O.
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2i,m T -PRE-CAST STONE APPLICATIONS,SHALL Be'STONE CAST'FROM FOAM
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4x1 CEMENTMOUS HEAD
TRIM,W/2"X 2' TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST
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MOLL' @ CORNERS CrYP.) MISDIESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. 0 P .4
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SUB-CONTRACTOR/MANUFACTURER AND THE ARCHrIFECT/DESIGNER IN
N TO PLATE FLASHING 'I WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND
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TO THE BEST OF MY K�OWLfDqE,T_KE D�SlGq DEPICTED ON THIS
5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCO01DANCE WIND BORNE DEBRIS REGION DRAWING COMPUkS WITH THE APPLICABLE MINIMUM BUILDING
TERMrrE SPECIFICATIONS: CODE JEFFECT As OF DATE OF CERTIFICAFION BELOW.
WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE .1 -- ,1_1� I 1 � ,
AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE AW,
08
SECTION R318 PROTECTION AGAINS ITES
ISTERED TERMITICIDES, INCLUDING SOIL 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 41
C) TERMITE PROTECTION SHALL BE PRO IDED BY REG
c-j TICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE
PESTICIDES, BAITING SYSTEMS, AND PES I ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL
Of OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED.
@j L.0 SECTION 202, REGISTERED TERMITIGIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE
6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND
PROTECTIVE TREATMENT, A CERTIFI ATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING
IENT: SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS,
0 GYPSUM WALLBOARD
0 ce- DEPARTMENT BY THE LICENSED PESI CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEM
P__f AND ALL TRUSS TO TRUSS HANGERS.
c.y c a "THE BUILDING HAS RECEIVED A C014PLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP, BOARD ON ALL
> I GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE, GARAGE SHALL BE SEPARATED FROM THE 0 4ANII 1"I'l
,;7 -j TERMITES. TREATMENT IS IN ACCOR)ANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA 7. MATERIALS SHALL NOT BE STACKED OR LOADED ON TRUSSES WITHOUT PROPER SHORING TO ARON P. BARLEY,AIA
00 DEPARTMENT OF AGRICULTURE AND ONSUMER SERVICES." RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. AR 94562
PREVENT SAGGING OR OVERLOADING.
NOTE: HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR.
1) METHOD OF TREATMENT SHAL_ BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE UPLIFT CONNECTORS
OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY
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
0 a
2' 2) PRESSURE TREATED LUMBER I HAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD.
0 CT NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION
6-4 PORTIONS OF WOOD ARE REQ ARED TO BE FIELD TREATED TO PREVENT INSE INFESTATION. OF THESE WALLS. (u El
U) NON-BEARING INTERIOR PARTITIONS
(n Lu OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN, 24" A.F.F. CTOR ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" METAL STUDS 26 GA AT 16" O.C. MAX.
0 !V 2. UNLESS NOTES OTHERWISE, ALL UPLIFT CONNECTORS SHALL BE ATTACHED PER THE CONNE <0�1
Lu a! MANUFACTURER SPECIFICATIONS. SPACING W1 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16"
w Lu 0 o�
=) a- cl� !;TRUCTURAL NOTES: O/C WITH SINGLE TOP AND BOTTOM PLATE. �t
CAST IN PLACE CONCRETE
0 Lu FIELD REPAIR NOTES
j 1. CONCRETE SHALL HAVE A MINIMU A COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND GLASS BLOCK
0 1. MISSED "Y' BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/21, DIA. EPDXY ANCHORS MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS
A SLUMP OF 5"
Lu LLOWING ALL MANUFACTURERS 0
cl- WITH 6" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FO
2. ALL REINFORCING STEEL SHALL B_-_ NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. e,
RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. I
< GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. u 44 'E
U-1 ASTM A-615 GRADE 60.
> 0 -185. WWF SHALL BE LAPPED AT LEAST 611 2. FOR MISSED VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE 00 0
LU rn 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTKA T 1�1
0 Lu AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", FIBERMESH MAYBE BE SUBSTITUTED OMITTED REBAR, AND INSTALL A 36" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART BUILDING IDENTIFICATION 00 0
0 0 PER PLAN WHEN FIBERMESH IS USED ILO WWF, A DOUBLE LAYER OF WWF IS NOT REQUIRED AT EMBEDMENT EPDXY ( SIMPSON "SET", EPDXY ), MIXED PER MANUFACTURER'S INSTRUCTIONS. ASSURE APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH tp CIA
THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE 0.
THE EDGE OF THE SLAB. HE EPDXY, ALLOW THE EPDXY TO CURE TO
0 0 S OF ALL TOP BARS OF BEAMS. USING COMPRESSED AIR PRIOR TO APPLYING T M POUR. PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH
4. HOOKS SHALL BE PROVIDED AT D SCONTINUOUS END MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEA
ce (n THEIR BACKGROUND. con
:::j U-1 Z CC
0 > 0 5. HORIZONTAL FOOTING BARS SHA-L BE BENT 25"AROUNQ CORNERS OR CORNER BARS WITH A 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF Qq
> Lu STUCCO C
Lu 0 25" LAP SHALL BE PROVIDED. THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). 0_q
Ln ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO ck
6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP- z
Lu < 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL
7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM. MTSM16 TWIST STRAP W/ (4) 1/4" X 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS PLYWOOD PANELS.
Lu LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY
u
ce uj AND ARE MISSED P4
U U) < 8. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER, ALL JOINTS TO BE LAPPED MIN. 6 BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS CONNECTIONS CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. �4
w 0 SEALED UNDER SLAB ON GRADE. CONTACT ARCHITECT OF RECORD-FOR SUBSTITUTIW.
a. (n
ce cy- 2-1 DOOR KITCHENS
Lu 9. FOR SLAB ON GRADE, PROVIDE 4- CONC. SLAB W/ 6 X 6 X WlA X W1.4 WELDED WIRE MES11 PLACED OUT
3: BE STRUCTURAL DESIGN CRITERIA ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE.
AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4"�MIN. TERMITE TREATED COMPACTED FILL (FI R MESH r-q%, El (0
THE 1.0
LU Uj EXCEEDS SPECIFICATIONS SET FORTH IN THE CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY 110
< 2: MAY BE USED ILO WWM, WHEN FIBE� MESH MEETS OR LIVE LOADS: ROOF 20 PSF (REDUCIBLE) Ly- 04
Ce 1-4 FBCR 2010 R506.2.5). RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR El
C) 0 GRILLS OR COOKTOPS.
LU 10. WHEN THREE OR MORE BARS ARE REQ'D,, THE BARS SHALL BE HELD IN PLACE AND BALCONIES/DECKS 40 PSF
P ALIGNMENT BY TRANSVERSE BARS OR "CHAIRSII SPACED NOT MORE THAN FOUR FEET APART. 40 PSF ANCHORAGE
0 STAIRS
10 PSF
ATTIC WITHOUT STORAGE METAL AND WIRE LATH:
REINFORCING STEEL
U- ATTIC WITH STORAGE 20 PSF 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM.
IL&
Lu
0 ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM RUST, SCALE &0 30.PSF
0
u ia_ ca -615 REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 30 PSF 2. ALL ATTACHMENTS FOR SECURING META LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL
SHALL MEET ASTM A
ce T
Lu 0 LL BE POSITIVELY SUPPORTED BY TEMPORARY SLEEPING ROOMS BE PLACED NOT MORE THAN 6 INCHES - ND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE
CONCRETE PADS, TOP REINFORCING SHA - A
cy- u STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING 3000 PSI TIED BETWEEN SUPPORTS"AT NOT,TOEXCEED 9 INCHES INTERVALS. DRAWN BY
< C)e ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING CONCRETE CONCRETE UNLESS OTHERWISE INDICATED
a 0 G;
21-, - Lu WHERE PERMITTED SHALL BE THE FCLLOWING MINIMUM/ UNLESS OTHERWISE INDICATED ON THE STRENGTH 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT
< __ Q� A PENETRATION OF AT LEAST Y4 INCH AND
af� DRAWINGS: @ 28 DAYS OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO CHECKED BY
Lcua BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE
COLUMNS, EEAMS, SLABS: 40 DIA. OR 25" MIN. REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185
FTGS, WALLS A. BARLEY
A17ACHED TO CEILING JOISTS ORiOTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO.
V� 0 FILLED-CELL & MASONRY RE 48 DIA. OR 2'-6" MIN.
INFORCING: ALL REINFORCING,,BARS ASTM A615�60 60,000 PSI
11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS lY2" INCHES LONG HAVING A HEAD NOT LESS THAN
ce U) <
U.J TEMPERA 20 DIA. OR V-0" MIN, ALL`�TIRRUPS AND TIES ASTM A615-63 60,000 PSI 3/8 INCH IN DIAMETER. SCALE
TURE REINFORCI�G:
uj
8" LAP POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF
WELDED WIRE MESH: FIBERS PER CUBIC YARD 22 X 34 SCALE AS NOTED
F-
0 >- of MIRRORS
C)e = LU MASONRY WALL CONST.
< > CONCRETE" "ASTM C90-01, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE 'IS" 1800 PSI MIRRORS SHALL BE ANCHORED TO:STubs-wH.F 11X17 1/2 NOTED SCALE
ALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING NjN EXCESS OF 9 S.F.
0 1. HOLLOW LOAD BEARING UNITS Sll �CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED
_j MASONRY ; �,� t- ""L -
0 < TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f'm = 1500 PSI), UNITS: DURING CONSTRUCTION �
H.V.A.C. NOTES SHEET DATE
U-1
2. MO M18-
U- Ln RTAR SHALL BE TYPE 'IS", CONFORMING TO ASTM C270. UC kAC""ALL',�STRUCTURALANE LLANEOUS STEEL A36 36,000 PSI, U.N.0 SHOP AND FIELD THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE:
0 0 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/811 STR ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 6
- STEEL: WELD MECHANICAL,RESIDENTIAL, AND ENER Y CONSERVATION
d 0 �l '-'I-t - r_f ,
AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11".
ce LA U ."';I "\-, , SHEET REVISION INFO
MOUNT ALL THERMOSTATS AT +4�-'O" ABOVE FLOOR:
Lu
3- 0 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WOOD BEAM Si RAFTERS, JOIST, PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.)�
FRAMING: ALL INTERIOR & EXTERIOR MOUNTED H�'V-A-C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE
0 ce WITH COARSE GROUT. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB
ce 0
WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES, THE H.V,A,C,
>- 0 5. VERTICAL REINFORCEMENT SHAL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A FLOOR 8HtATH'ING:,T&,Gl.A-C GROUP 1 APA RATED (48/24)
LU IN THE CENTER CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL.
MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED
WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB
ELECT
0 U) RICAL NOTES
w z: U) OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED.
VERSA LAM BEAM: Fb 2900 PSI (2.OE),
U) 0 (D MATIC &,INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK.
5 - 6. REINFORCING STEEL SHALL BE U,PPED A MINIMUM OF 48 BAR DIAMETERS, UNLESS �THE�DWGS. ARE DIAGRAM
< U) WOOD COLUMNS: PARALLAM 2.OE U.N.O. T
Lu OTHERWISE NOTED ON THE,DRAWINGS. ANY DISCREPA NCIES�ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S AT ENTION PRIOR
>- CC) U-1 ) THECOMM
ccl T( ENCEMENT OF� ,WORK� DO NOT SCALE ELECTRICAL DRAWINGS.
7. GROUT STOPS SHALL WOOD ROOF' DESIGN LOADS: SHINGLE ROOF: TILE ROOF: SET REVISION INFO
m: BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP
o _j P--I USE OF
Lu < 0 OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW. THE TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF ALLL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL
U-1 CTIONS.
FELT PAPER AS A STOP IS-PROHIBITED. 20 PSF ELECTRICAL. CODE &ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDI
In (n TOP CHORD DEAD LOAD: 10 PSF
LU 7�
0 Ln ORIZONTAL LADDER JOINT REINFORCING (DUR-O-WAL OR
= = 8. PROVIDE 9 GAUGE GALVANIZED GROUNID-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED
Lu U -r REINFORCEMENT BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF
ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. JOIN
ce U) >_ OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES
< ca ,.*SHALL BE�CONTINUOUS AND�SHALL LAP A MIN. 8". TOTAL: 40 PSF 50 PSF
SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO
(D in� Lu
0 > OOD CONSTRUCTION WIND UPLIFT RESISTANCE: 10 PSF 10 PSF NON-SWITCHABLE KITCHEN OR BATHROOM lIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO
C) SHEET DESCRIPTION
Z,- Ln 0
LU il. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND THE LOAD SIDE OF A GROUND FAULT.CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE
DETECTORS SHALL BE PR AND A TEST BUTTON WITH
u ��SOIL SHALL BE PRESSURE-TREATED, OVIDED W/VISIBLE "POWER ON INDICATOR
Lu 2-P UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD GENERAL
2: Lu Ln MISC. STRUCTURAL WOOD BATTERY BACKUP SYSTEM, MULTIPLE:DETECTORS MUST BE INTERCONNECTED.
'%,2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND LOAD, BUT NOT,,EXCEEDING ACTUAL DEAD LOAD.
U) Lu 0 = i
%
Lu 0 BERS, ( I.E. BLOCKING OR GABLE END BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2
U 'FRAMING MEM ALL ELECTRICAL SWITCHES SHALL BE'.48" A.F.F, UNLESS OTHERWISE NOTED AND A MIN OF 6 NOTES
Lu `6RADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. WOOD FLOOR DESIGN LOADS:��
FROM EDGE OF OPENINGS.
20 PSF
ca 3.: ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES: ,` DEAD LOAD: %
ALL WALL RECEPTACLES SHALL BE 12�' A.F.F. UNLESS OTHERWISE NOTED.
< LU 0
Lu - > STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR v LIVE LOAD: 40 PSF
F__ En < PLUMBING LINES, ETC, SHALL BE RE:)AIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 60 PSF ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12
TOTAL:
CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND PROJECT NAME
(Lju) (:R < 4. - MANY OF THE NEW PRES SOIL BEARING PRESSURE AFTER COMPACTION: 2500 PSF SEE
T�EATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO
SOIL BEAR ING ASSUMED ALLOWABLE
U.J U) < U) R SPO PANEL AS REQUIRED.
LU STEEL, IT IS THE CONTRACTNINE NSIBILITY TO VERIFY THE TYPE OF WOOD TREXFMENT VALUE: SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND
in U-) 0 SION. FOR EXAMPLE, ACQ-C, CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL ALL
AND�TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORRO ERIFY ALL CONDUCTOR� AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS.
V
F� ACQ_D, CBA-A OR CA-B REQUIRE HCT-DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. CONTRACTOR SHALL CONTACT THE ENGII�IEER PRIOR TO FOUNDATION POUR FOR
'f� DOT �'=IUM BORATE (SBX) DOES NOT.
< _54
Ai VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F.
Lu ru-
0
OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR
IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM,
Lu -:4 BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL ALL
U STRUCTURAL STEEL ROOFING
U-1 A
< ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. 125-VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RES STANT RECEPT CLES.
N'EOUS STEEL A36 36,000 PSI, U.N.O. TUBE STEEL: ASTM A500, ALL RonF81"SHALL BE CONC. THERE ARE NO EXCEPTIONS. LOT/IBLOCK
U) Lu Ft ALL STRUCTURAL & MISCELLA
u- V) 000 PSI PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35,000 PSI SHOP AND FIELD
GRADE B, Fy = 46.
0 UA
= 0 WELDS: E70XX ELECTRODES STRUC-URAL BOLTS: ASTM A325, BEARING TYPE CONNECTIONS
fu DOORS &WINDOWS
LU F_ C)cf TBI NUMBER
2;p U- STRUCTURAL BOLTS: ASTM A307 ST�UCTURAL BOLTS: ASTM A307 FOR SECONDARY PLUMBING NOTES
0 Z V) CONNECTIONS WHERE INDICATED, ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE IDA BUILDING CODE: PLUMBING AND
THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLOR MODEL
2-- cl INGS TO BE PROVIDED TO ARCHITECT OF RECORD BEFORE USE OF TOOLS AND PROVIDING kCLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN
00 RESIDENTIAL
0 STEEL REINFORCEMENT SHOP DRA\A
1-� HEIGHT & 5 1�7 SQ. FT., IN AREA, THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44 OFF THE ABOVE
66 FABRICATION. FLOOR ANDNO PART OF THE OPERATING MECHANISM SHALL BE PLACED, HIGHER THAN 54" A.F.F. ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26
a Lu 05. ALL
< -REATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE TH�-
I WINDOWS 6 WINDOW SILL HEIGHT GRADE.
m 0 PROVIDE MININUM OF 3" DIAMETER SCHEDULE 40 ASTM A53 GRADE B STEEL COLUMNS PER "AN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2.
< GREATER Tj
> R407.3. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING,
ELEVATION NAME
C)
Lu
Lu THE�OPERATING MECHANISMS'FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC.
1 z < BRICATED WOOD TRUSSES WINDOWS INDICATE TO'CONFORM TO THE BLDG. ALL
(9 P-.4 uj U- PREFA D WITH (E) OR (EGRESS) MUST BE MANUFACTURED GENERAL NOTES
r 0 "i, F.P.A:t.101 CHAPTER 211.
-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N
1. BRIDGING AND BRACING FOR PRE
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND
E Gi C-2 2 MANUFACTURER UNLESS NOTED ON THE PLANS. ALL GLASS�,'�,WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT.
<
> Lu L 2. �TRUSS ELEVATIONS AND SE
CTIC NS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS S iALL BE
URER IN ACCORDANCE ED`8AFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R308. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHAft BE
0 MEMBERS ARE NOT SHOWN BUT SF ALL BE DESIGNED BY THE TRUSS MANUFACT TEMPER SHEET NUMBER
NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION.
WITH THE DESIGN LOADS. SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH
(D
i--q i-� v) LU
U-) 3: e HAN 1Y8 INCHES (35 MM) IN THICKNESS, SOLID O�HONEYCOMB CORE DRAWINGS SHALL NOT BE SCALED.
-a Lu ca SOLID WOOD DOORS NOT LESS T
uj 3. THE TRUSS LAYOUTS PROVIDED IN THIS PLAN ARE TO BE MATCHED EXACTLY BY THE TRUSS MANUF.
x- U) IF THE LAYOUTS CANNOT BE MAT, C�ED, THE TRUSS MANUF. IS TO IMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN 1Y8 INCHES (35 MM) THICK, OR 20 MINUTE FIRE-RATED DOORS,
INSTALL SOFFITS PER FBCR R703.1.3 AND R616.
0 GN1
DESIGNER, TOLL BROTHERS, FOR F(JRTHER INFORMATION. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE
w < U ccz) :;-, TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED).
Lu LU r_a LU
4. D FROM EACH"END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/
ESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE
ERIAL NUMBER 1010.0
TRUSS PLATE INSTITUTE TPI LATEsY EDITION. (2) ROwsbF 10d NAILS AT 10" C/C.
_j 0 0 u-
< u P 0
TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
CODE IN EFFEC�AS OF PATE OFCERTIFICATION BELOW.
q� B
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CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
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SLAB LAYOUT NOTES :
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0 0 mce SHEET DATE
AS CONCRETE ALLOWS WITHOUT RAVELING
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07-08-14
cj� SHEET REVISION INFO
0 -07-14
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BARBEQUE AREA FUTURE
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00 U) uj 12 5 9 91-411 1 161-411 1 T-7 -611, AREA CALCULATIONS: SHINGLE
Li CATALINA
in a 11 lo 1ST FLR A/C LIVING AREA: 2,857 S FT.
uj uj 1-1011 2ND FLR A/C LIVING AREA:
m: '.' ;m 551-311 6 11485 S2. FT.
Lu u- ELEVATION NAME
0 U-i u_ TOTAL A/C LIVING AREA: 4,342 SQ. FT.
g 0
c:o 62'-1
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00- C<l� Lu 98S FT'
C) u� 'B COVERED PORTICO: 51 S FF.
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U) 21- 0 492 S FT.
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IV) u_j A7.62 661 S FT,
ne a SHEET NUMBER
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< U F- 0 ERIAL NUMBER 1010.0
TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPLIES WITH THE APPLICABLE MINIM M BUILDING
CODE IN EFFECT AS OF DATE OF CERTIFICATIOU BELOW.
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42"HIGH RAILING HANDRAIL
WITH BALLUSTRADES SPACED 2x12 WD. CARRIAGE
P
00 TO REJEC`r 4' S HERE
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ARO P..BARLEY, AIA
................................................................. ..................................... ............... .......................................................
_7
Hl M ! li F T. AR 94562
1071i 1'rf-F FF`7. f—TF—T
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STAIR RAILING AND
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FLAT SOFFIT
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BUILT-INS
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SECOND FLOOR
----------
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FLOOR TRUSSES BY ENGINEER
0
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22
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AT ANY POINT ALONG THE RAIL IN ANY
CL NOTE*18 RISERS 7 5/8"
10
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17 TREADS 10'
0 LU
cn
NOSINGTYP.
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0
TOP OF MANTLE
UNIFORM LOAD, NOT CONCURRENTLY WITH THE
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CONCENTRATED LOAD, OF 50 POUNDS PER
TO BE VERIVIED BY CABINETS AND
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0
0 TREADS 00 LINEAR FOOT APPLIED ALONG THE RAIL IN ANY
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uo) V,) 0,a" SHEET DATE
do 07-08-14
Lu
0 SHEET REVISION INFO
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uj
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0 uol Lu -011 AMBASSADOR
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L2u, 5 HOLLOW CORE DOOR 21-411 X 81-011
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Lu 9 HOLLOW CORE DOOR 11-411 X 81-011
LU
ELEVATION NAME
LU u- G NOT USED POCKET 1-011 X 81-011 EXTERIOR TEMPERED
L9 U Lu U_ 10 SLIDING GLASS DOOR 16
2-- LU 0 H SINGLE HUNG H34 25 1/2" X 49 5/8" LOW E / VINYL ALL
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4
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tt7 < u F_ 0 SERIAL NUMBER 1010.0
L
TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
NOTES:
Y-4 Z
PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY Allrj n
5.16 2� INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS
U.1
5.3.6 NOTED OTHERWISE.
ROOFING PER-
FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH
CONTRACT (TYP) 5�
-------------
ELEVATION.
502
'Z--- 1��2.6 T
3� 5.3.6 "CORAL-LIGHT" OR EQUAL PRE-FINISHED ARON P. BARLEY, AIA
AR 94562
L-------------------1 "2.6 7�
2 "3.6 - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS.
......... ..........
z U- 701 5.2.6 CRICKET AS REQ. 3 U.N.0.
1-40 - PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM
5.3.6 5.3.6
Z5
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U-1 TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST
00
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07-08-14
SHEET REVISION INFO
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CONTRACT
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< u 0
TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
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----- - AR 94562
CRICKET
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TO THE BEST OF MY KNOWLEDGE,THE DES16N DEPICTED ON THIS
DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
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TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPILIES WITH THE APPLICABLE MINIMUM BUILDING
CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
ELECTRICAL SYMBOLS LEGEND
"d- u
�l m AIM 0 8 2014
SINGLE RECEPTACLE
DUPLEX RECEPTACLE
LU
240V RECEPTACLE
SWITCHED RECEPTACLE
QUADRAPLEX RECEPTACLE
0 SINGLE FLOOR RECEPTACLE
R P-BARLEY,AIA
DUPLEX FLOOR RECEPTACLE AR 94562
SWITCHED FLOOR RECEPTACLE
m U- QUADRAPLEX FLOOR RECEPTACLE
0
GFI GROUND FAULT INTERRUPTER
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W P WEATHERPROOF GROUND
EP ELECTRIC PANEL
0 :3=
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RECESS INCAND. (EYEBALL) FIXTURE 7�9 00
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DOUBLE FLOOD - WALL MOUNTED
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< 36 Z
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W
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TO THE BEST OF MY KNOWLEDGE,TH E DESIGN DEPICTED ON THIS
DRAWING CQM�UES WITII THE APPLICABLE MINIMUM BUILDING
CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING
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0 TEMPORARILY SECURE RESISTIVE RESISTIVE BARRIER &
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4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE SECURE WEATHER RESISTIVE WEATHER K Y,
BARRIER BARRIER ABOVE HEADER TO N P. BARL IA
a u- ALLOW FOR FLASHING RESISTIVE EXTERIOR AR 94562
5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD INSTALLATION BARRIER SHEATHING
611 NOTE: CLEAN OFF
C) FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER TAPE SILL PAN
< 1.4 V) ANY DEBRIS
RESISTIVE 2. INSTALL HEAD FLASHING UNDER
2 BEFORE APPLYING
2� V) ru BARRIER WEATHER RESISTIVE BARRIER
0
Lu ce (ASSEMBLED LANY SEALANTS.
3. FOLD WEATHER RESISTIVE -n
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00
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DO NOT FLASH j7-
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LU = ca MEMBRANE MIN.
0
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CONTINUOUS BITUMINOUS
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INSTALLATION 00
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...........
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ED
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WINDOW SILL PLATE.
W NOTES: PRE-CAST SILL
3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS.
w U-i 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
u (n
Lu 0 CONFORMING TO AAMA 711
-07
4. INSTALL FLASHING AND WEATHER RESISTIVE
WINDOWS TO BE INSTALLED
Lu
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INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS -07
zg: PER AAMA 100
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. 00
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0 rEXT-1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL EXT-2 TYPICAL WINDOW FLASHING DETAIL
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LIQUID APPLIED
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EXTERIOR PERIMETER CAULKING
0 MEMBRANE
0 0 Gi FLASHING WINDOW TO BE SECURED 'DIRECTLY 4
N TO THE STRUCTURE AS DESCRIBED 4
Lu CONT. DRIP EDGE
CANT STRIP
ON,?RODUCT APPROVAL DRAWN BY
ACROSS DOOR HEAD
M. STRICKLAND
WALL PER PLAN ONCRETE OR 4
Lu Lu CHECKED BY
SILL PLATE /r
FLASHING DETAIL
V�0 M .................... TO DIVERT RAIN WALL PER PLAN
C
MASONRY
...............
0. SWAFFORD
.............
EXT-3 AT ARCH WINDOW FRAMING
0 ce
2- LU
2L
> SEE NOTE #2 \\--RAIN DRIP
0
SCALE
EXTERIOR REGLET
D3 N.T S. (EXT-3)
0
DOOR 22 X 34 SCALE AS NOTED
Lu V) WALL SHEATHING
EXTERIOR-
WITH WEATHER lIX17 1/2 NOTED SCALE
0 W i_. A
0 RESISTIVE BARRIER WIND ff�: ;�,�,�,�_� P.T. WOOD BUCK SET IN
0 -
ce v) b CONTINUOUS BEAD OF SHEET DATE
E -PERIMETER CAU SEALANT AS DESCRIBED'
INTERIOR LKING—//;�
0 ce NOTES: ON PRODUCT APPROVAL
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) NOTE: NOTE: C .EAN OFF
Lu >_ UU CONFORMING TO AAMA 711-07 SHEET REVISION INFO
D,RYWALL ANY DEBRIS
0 k -THIS DETAIL ONLY APPLIES AT EXTERIOR BEFORE APPLYING
Lu V) 2. IN `;, I �:,� - >
V) 0 (D STALL SILL FLASHING AS SHOWN ABOVE DOORS THAT HAVE NO IMMEDIATE OVERHANGS N.OTE: ANY SEALANTS.
ABOVE THEM AND DOORS THAT HAVE A SECOND WINDOW BUCKS�ARE TO BE CAULKED
Lu
Lu 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS STORY WALL ABOVE THEM. TO WALL & WINDOW FRAMES CAULKED
ca
AT INTERIOR AND EXTERIOR PERIMETER11 I I I I I I I I I I
u.j
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EXTERIOR WINDOW TYPICAL WINDOW
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a0 > 3:
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uj
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STANDARD
100 ce a- 2
0 < LU 0
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SEAL WINDOW AT NOTES & DETAILS
F- (f)
LIQUID APPLIED INSTALLATION
Lu K.O. COURSE STUCCO ON 8" CONC BLOCK WALL MEMBRANE
Lu tLun < W/ (1) - #5 CON PE W/ #5 IN GROUT FILLED CELL W/
SLO
C=n MIN. 30" OVERLAP. ALTERNATE
0 DRILL & EPDXY #4 @ 18" O.C.
HOOK BAR DIRECTION (SEE CHART
& BEND DOWN INTO STAIR.
ce < ILD a FOR SPACING) ---------------- PROJECT NAME
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WALL PER PLAN
CONC. STAIRS
Lu = <, 0 1,
SITE WALL SCHED SECONDARY POUR -CAST SILL
F- U m PRE
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0 INTOSTAIRS.
ILI- 01-011 to 41-011 21-0"x V-4" (3) #5's CONT. 56"o.c.
0 #5 VERT.��HOOKED INTO
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3 x 11-411 1(4) #5's CONT.1 '
LOT/BLOCK
a
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4 to 6 48 O.C. FOOTING6 40" O.C.
V)
BEND #5 2'-0" INTO SLAB ---
V-0" MIN.
CR 16 to 8'-01 4 0 x if-411 1(4) #5's CONT.1 32 O.C. (TYP.) TBI NUMBER
31
m < 4 6
2;p W 11 1 1 1. 1 GRADE 5"x5" METAL FLASHING STEP OR
Lu G DE 4- MODEL
w/TAR BETWEEN CONTINUOUS
FLASHING AND SHINGLES FLASHING
CD Lu 0 1-� >- III
2: U-J 4 1 RUN KICKOUT
L u I ALL
u '_ 2-- El F Ill . 7--
(D P-4 Lu u- I I—GO FLASHING 6" PAST
41 E OF ROOF LIQUID APPLIED
U 0 4 EDG
Lu PAVERS AT LANAI ROOF PER PLAN ELEVATION NAME
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cl aj n� 41 AREAS, TYP.
cy- q 4*
LLI PLAN VIEW ',
< Lu ALL
- =- _j TYP. FTG. EXTEND TYP. FTG @
0 S TO BE INSTALLED
u P WINDOW
SEE CHART FOR WICTH, SEE STAIRS & PROVIDE
FOOTING SIZE AND PER AAMA 200-09
DETAIL FND-3B #4@ 18" O.C. E.W.
Lcua REINFORCEMENT INFO
TYP]C AL ROOF TO SHEET NUMBER
2 i� U.) -
P TYPICAL CMU
b f 2e 2: rEXT-9 RIVACY WALL (STEM ) ONCRETE STAIRS ON GFZADE EXT-11 WALL FLASHING DETAIL
uj ha UJI (E'XT-'10� C
4R Y,A*IA
IE
BLED
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SCALE: 3/4" 1'-0" (EXT-9) SCALE: .3/4"=l'-O"
__j 0 ILI- (EXT-10)
0 D 3 N.T.S. (EXT-11) D3
D 3
N.T.S. (EXT-4)
PERIAL NUMBER
TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPLiES WITH THE APPLICABLE MINIMUM BUILDING
z COPE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
c) I-,
ROOFING PER CONTRACT. (CONTRACTOR TO '18 2014
U-1 Allr,
PROVIDE PRODUCT APPROVAL FOR ROOFING
0 SYSTEM) ON 5/8" SHEATHING
(D elf
ccl
97 j O.C. SEE PLAN
I PRE-ENGINEERED WD TRUSS 24
0 F!
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INSULATION BLOCK F
*' W'
4ARO P.BARLEY,AIA
WOOD FASCIA NAILE AR 94562
TO TRUSS TAILS W/ (2)
C) 16d @ 24" O.C.
o
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0 �! = EDGE CEILIk INSULATION El
Lu ce �- ----------
Lu 0 ---------------
CL ce- (SEE ENERGY CALCS.)
m ca ED
0 Lu CEMENTITIOUS COO
SOFFIT W/3" DI 1/2" RIGID GYP. BD.
0 AM. 00
uo- VENTS @ 48" 0. C. 00 C-4
uj ce DBL. 2x SYP. WD.
a- 3�: 0 Typ. J.-4
Lu 21" TOP PLATE
LU co
> 0 2x SYP. #2 WD. STUDS
uj FINISH MATERIA o
-1 @ 16" O.C., TYP.
0 0 u El
U-i PER ELEVATION
REFER TO WALL INSULATION
2f ELEV. FOR (SEE ENERGY CALCS.) 00
0 PVERHANG, 00 El
Lu ce 2x SYP. #2 WD. HEADER
>- Lu
ism__A to
0 > 0 -SEE SCHEDULE C:l
> Lu S.-ol zil w
Lu 0 t:� woo
U) SCHEDULED WINDOW
Lu < (SEE FLOOR PLAN)
=
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Lu
ce Lu COMPLIANT W/ FBC-R
u m :;Fc z
Lu 0 2x SYP. #2 WD. STUDS @
-, d- (n
ru Cie 2-- 16" O.C., TYP.
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>< WALL INSULATION
LU LU
< (SEE ENERGY CALCS)
ce EXTERIOR STRUCTURAL
ci C) ll�l P-1
Lu u_ SHEATHING AS REQUIRED El
>-C CONNECT WALL PER
BY FRAMING DETAILS
:3= 0 cli
0 *--1 ce FRAMING DETAILS
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2x SILL PLATE
FINISHED BASE MOULDING
QL Lu \ �x
0 0 >-C
u w 3/4" GYPCRETE (OPTIONAL)
Lu 0 U)
W U z WATER RESISTANT BARRIER TOP OF
< 0 /4" THK. T&G SUBFLOOR
3
0 (2 LAYERS REQUIRED) FLOOR
Lu I
POLYETHYLENE HOUSE WRAP T R Uj S S3
DRAWN BY
P-4 Lu OR APPROVED EQUAL SYSTEM
U- ROOFING PER CONTRACT. (CONTRACTOR TO
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PROVIDE PRODUCT APPROVAL FOR ROOFING 2x RIBBON FASTENED M. STRICKLAND
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FERIAL NUMBER 1009
TOTH E BEST Of MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
COPE IN EFFECT AS OF DATE OF CER_RFICAnON BELOW.
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c u o N.T.S. (FR-34)
k LFRIAL NUMBER 1009
DESIGN SPECIFICATIONS riLt U
USP CONNECTORS TYPICAL HEADER
-MLLING ..........
O.131X3" TOE NAILS AtNDOW SILL SCHEDULE
TYPICAL LAP SPLICE:
DESIGN CODE: COMPONENTS & CLADDING--, GARAGE DOOR UPLIFT 2X6, 2x8 = (5) NAILS TYPICAL TOP PLATE NAILING7
2010 FLORIDA BUILDING CODE RESIDENTIAL ULTIMATE DESIGN PRESSURES TYPICAL STUD-NAILM. ROUGH DROPPED HEAD MINIMUM END
PRESSURES (PSF) CONNECTOR FASTENERS FL# CODE 2x1O, 2x12 = (7) NAILS FASTEN ALL TOP PLATES (12) 0131"00" OPENING OR SILL PLATES FASTENER EACH END
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 1 CAR SYP SPF 0.131x3" E�D NAILS' 9- LVL, 11- LVIL (7) NAILS
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. TRIBUTARY INTERIOR EDGE STRIP (PSF): GARAGE +22.9 (2) 0 2x4, TOGETHER w/ (3) ROWS 4-4" (1)2x4 SPF #2 (4)12d TOE NAILS
AREA (sf) USP A35 450 450 (9)1 Odxl V, 14" LVL, 16" LVL (9) NAILS,
ZONE (PSF) 4'-6" DOOR 25.0 (3) 0 2x6, OF .131x3 @ 12" O.C. STAGGARD. 4 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS
DESIGN LOADS: ACTUAL AND UNIFORM (B'x7') USP RT7 585 495 (5)8d EA. END
ROOF FLOOR 10 +25.6 -27.7 +25.6 -34i2 (4) 0 2x8. SYP#2 4 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS
2 CAR USP RT8A 775 650 -(5)10dx11/2" EA. END TYPICAL WALL FRAMING NOTES: SYP#2 DBL. HEADER, 4 12'-0" (3)2x6 SYP #2 1)A35 + (4)12d TOE NAILS
ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE +/"a USP MTW12 1195 860 (7)10dx1'/," EA. END ROOF SHEATHING, 6"MAX. TOP PLATE PER PLAN 4-U Mil
TOP CHORD LIVE LOAD 20 psf 40 psf DOOR 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS rj
-23.9 USP HTW20 1450 1245 (12)1Odx1V2" EA. END ALL WALL STUDS..
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (1 6'x7') T T ITT
TOP CHORD DEAD LOAD I I - I I I I I ou ontigo and
20 psf (TILE SHINGLES) 10 Psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE USP MSTA24 1640 1455 (9)10d EA. END L SEE 5/SO.O
BOTTOM CHORD LIVE LOAD 10 psf 0 psf VALUES (ASID). THE 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY Associates, Inc.
BOTTOM CHORD DEAD LOAD USP MSTA36 2065 2065 (13)10d EA. END PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL RAISED
5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY 11�kl HEADER
THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION ---------- ARCHED TRANSOM 0PTIQN* 420 Osceola Avenue
DEFLECTION CRITERIA: SHALL BE PERMITTED USP LTS20B 1105 1105 1/2"0 ROD TO FTC. 3. USE SYP#2 FOR ALL r 2x SPF DIAGONAL BLOCKING
USP JUS28 1305 1305 (6)1 Od TO HEADER HEADERS
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 U DROPPED FASTENED w/ 3-0.131"x3" jax. Beach, Florida 32250
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/."0 ROD TO FTG. HEADER ax. - 557
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 4. ALL WALLS SHALL BE SHEATHING MAY EXTEND 2" FL:CA# 8344 SC:CA#3579
WIND LOADING: 5/,,"0 ROD TO FTG. BALLOON FRAMED FULL ARCHED PAST BLOCKING- WINDOW
HEIGHT TO ROOF OR FLOOR ATTACHMENTS MUST
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/,,"0 ROD w/ (1 2)16d L------- --------- TRANSOM LSYP#2 HEADER, ANCHOR INTO 2x MATERIAL.
1 5/.11 BEARING ELEVATION, U.O.N. ON FASTEN LOWER STUD OPTION PER PLANS
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF 0 PLUS = PRESSURE AND MINUS = SUCTION. USP PAU66 2535 0 ROD w/ (12)16d PLAN. PERMANENT TRUSS TO TALLER STUD w/ SEE RIGHT JACK AND
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS BRACING BY OTHER 2-ROWS OF 10d COMS----____� KING STUDS,
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE USP MSTAM24 1545 1455 (5)1/,"x2-1/, TAPCONS 5.) FASTEN BOTTOM PLATE OF 0 12" 0.C. WINDOW SILL SEE
LIVE LOADS COMBINED NTH ROOF LIVE LOADS SHALL BE MULTIPLIED - INTERIOR LOAD BEARING SEE PLAN
BY 0.75 WHEN COMBINED w DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET FULL HEIGHT ANCHOR SCHEDULE
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE FOR SILL SIZE AND
j
BASIC WIND SPEED (ASCE 7-10) ------------------- 130 MPH a w/10d MASONRY CUT NAILS @ TYPICALLY %" FULL PLATE NAILINrz CONNECTION EACH
IMPORTANCE FACTOR ------------------------------ 1.00 46" O.C. MINIMUM. SEE I WINDOW SILL SEE ...... lb
UF LIFT HEIGHT THREADED 0.131x3" TOE NAIL§--- END
FOUNDATION PLAN ADDITIONAL RODS 0 6'-0" O,C, SCHEDULE
MEAN ROOF HEIGHT -------------------------------- 20.0 FT CONNECTOR SYP SPF FASTENERS FL# CODE ANCHORS AT SHEARWALLS (3) @ 2x4, N
ROOF PITCH 1 4) @ 2x6,
-------------------------------------- 7/12 A35 450 450 12-8dxl'/2" 10446.4 (5) @ 2x8.
BUILDING CATEGORY ------------------------------- 11 ).71461
H2.5T BLOCKING ONLY REQUIRED SDWC15600 SCREW
------------------------------ C
EXPOSURE CATEGORY DENOTES EDGE STRIP. 600 520 5-8d EA. END 11478.3
INTERIOR BEARING WALL:- AT SHEARWALLS AND-\ PT. SPF#2 SEE 8/SO.O
ENCLOSURE CLASSIFICATION -----------------------ENCLOSED SEE C & C CHART H8 620 530 5-1Odx1I/," EA. END 11470.3 STUCCO F NISH
ABOVE FOR 'a' DIMENSION
------------------- .18 MTS12 AND O.C. SPACING,
INTERNAL PRESSURE COEFFICIENT 1000 860 7-1Odx1'/," EA. END 10456.3 Si "0 "s
1111 0 1 R --F
SEE PLAN FOR STUD SIZE SOLE PLATE
in
r "TAM
WALL SHEATHING
HTS20 1450 1245 24-10dxll'/�" EA. END 13872.3 or
CONTINUOUS BLOCKING SEE DETAIL 1/SO.1
MSTA36 0
I * . FOUNDATION, SEE PLAN Chri t-
MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR SYSTEM FOR SPLICING .. . . . .,. I il .
2050 1870 13-10d EA. END 13872.8 WHERE POST IS ABOVE. 16d COMMONS OPTIONS 80 S PE
1 0 8" O.C. I - ----- FL PE#71461
HARDWARE AND ANCHORS: 18-16d TO TRUSS/BEAM FLOOR SHEATHING,, WALL FRAMING AT WALL FRAMING AT ' MAX. 'MIN' SOLE PLATE ANCHORY
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH HTT4 3480 3080 11496.2 8d @ 3" SEE SPECIFICATION� PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE
[NOT ACTUAL PLAN] 1-5/,,"0 ROD TO FTG.
ASTM A 307 OR ASTM F 1554 GRADE 36. BREAK
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). 32-16d TO TRUSS/BEAM BUILDER MAY CHOOSE EITHER THE DROPPED Pj q IRZIEVISIONS DATE
WALL FRAMING AT
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 11496.2 r-------- ------ ADER CONDITION OR RAISED HEADER CONDITION iv,
[HE
-5/,"0 ROD TO FTC. -i
1
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO -- 6-10d TO HEADER TYPICAL WALL FRAMING DROPPED HEADER COND11ION
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 r2
- 10655.113
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST V0.0)
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR
HOLES SHALL BE 1/4" Y2%6" SIMPSON TITEN HD
LARGER THAN REBAR SIX AND I/," LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU41 0 905 785 14-16d TO HEADER 10531.36 1 L--------- i I w/3X30,229" WASHER SEE SOLE PLATE ANCHOR
(U.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST SCHEDULE FOR SPACING Q& HOLD DOWN
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE W.ITH THE CONTRACT ABU44 2200 SYP#2 DBL. A:SEE 5/SO.O SEE 1/SO.1-/
DOCUMENTS. 1'/8"0 ROD EPDXIED 6" MIN 10849.6
(DUAL CARTRIDGE INSTALLATION ONLY): I TOP PLATE
EPDXY: ITW RED HEAD A7 ABU66 2300 5/8"0 ROD EPDXIED 6" MIN 10849.6 BUTT JOIN
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESP NSIBILITIES* CoJib, y
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. BLOCKING ONLY REQUIRED 2
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50.
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. FT, 10-16d TO STUD/BEAM/POST STUCCO FINISH FIELD ALTERATI:ON::�
THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A IN/A SIMPSON EPDXY-TIE 11506.4 AT SHEARWALLS AND WALL SHEATHING
LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PA'rH FOR WIND UPLI
WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT206 1675 1675 SEE DETAIL 1/SO.1
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/,"0 ROD TOFTG. 11496.3 FOR SPLICING CONTRACTOR SHALL CONTACT LOU
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT OPTIONS PONTIGO&ASSOCIATES PRIOR To
LSTA12 805 69 10d 13872.5 -RATED SHEATHING, MAKJNG ANY STRUCTURAL FIELD
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT BOUNDARY OF
I THREADED ROD SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING SHEATHING FROM THE INTENT OF THE ORIGINAL
TO BE EPDXIED 4"w/3X30.229" PT. SYP#2 MAX. MIN. CONSTRUCT10N DOCUMENTS.ANY
WASHER SEE SCHEDULE SILL PLATE EXAMPLE OF PANEL
GENEQ AL NOTES Et CONSTRUCTION SPECIFICATIONS CON(INUOUS FIELD ALTERNATIONS MADE PRIOR TO
FOR SPACING BEING APPROVED BY LOU PONTIGO,&
TO UPPER -INTERIOR BEARING SOLE1�PLATE BREAK EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN
TOP PLATE WALL:
-3EE SCHEDULE ADDITIONAL ENGINEERING OR
FLOOR SHEATHING SPECIFICATIONS EPDXY ANQ TITEN HID WHERE REQUIRED BY
FOR STUD SIZE IJOR GENERAL NOTES,
23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD AND O.C. SPACING. OPTION ANCHOR OPTION
WALL SHEATHING TO
ROOF SHEATHING SPECIFICATIONS:
SOLE PLATE
SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT
5ffiNGLL- MIN. 7&,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL PACING TO 4" D.C. WITHIN 4'-0" OF ROOF EDGE). SEE DETAILS" RAISE Y8" FROM EXT. WALL SHffA-RWALLS 7'jA-SHER SUPPORTED EDGES,
8d @ 3" 1--ON S1.0"! SEE DETAILS BOTTOM OF SOLE ANCHOR EMBEDMENT EDGE GENERAL NOTES
4 PLAN AND 11 -- ---- ---
48 247 2�0xO.229- 4- 2"
TILE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). )N S1 0 W/8d 0 3"FASTEN TITEN HD SPACING SPACING SPEC. DEPTH 'DISTANCE
r---- ----I D.C.
r------- r---
WALL SHEATHING SPECIFICAnONSo I I I I EXAMPLE OF UNSUPPORTED
i 't id . I . ! I EPDXY 48 24" 300.M" 2"
FLEXIBLE FINISH-MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL H IGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. 7'. (UNBLOCKED) PANEL EDCE---.
MAS 48" 24" N/A
N/A
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSVERED BRITTLE FINISH. (TYPICAL)
NOTES:
1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR 4ALLS AND If, NAILING TO INTERMEDIATE
STUCCO FINISH.-MIN. 7&,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6:`,�'O-C-,-,,,P0CE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. ------------ ------j, IL-------- L J A --.L/j�NT TO
CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX-�'. ROOF
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC15,50.1 MULTY STORY 2. WASHERS MAY BE SLOTTEDIFOR EASIER INSTALLATION TRUSSES, OR
MTH A MINIMUM OF 28* DAY COMPRESSIVE STRENGTH OF 7-11
MASONRY SPECIFICATION& -05. GROUT SHALL BE IN ACCORDANCE WITH ASTIM C476 SINGLE ST (LION) -FLOOR JOISTS.
2000esi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF PLACED AT AN 8" TO 11" SLUIV.,P�--MORTAR SHALLI�CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER.
AC
3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3'YA, ROUND
CONT TOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING.
STEEL WASHER MAY BE USED.
r3 So
TYP. W/-�
cc
LE PLATE ANCHOR DETAIL Et SCHEDULE ROOF AND FLOOR SHEATHING NAILING
QONCRETE MASON
-RY UNITS (CMU):
A �.O -,,qCALE: 3/4'
-OR-MAL"WE --WITH ,A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1-'OO psi). GROUT ALL CELLS CONTAINING VERTICAL
CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1' GRADE N-1, N IGHT,
SCALE: 3/4" V-0"
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM,,,�OF COURSE OF MASONRY�-WHEN` THE WALL HEIGHT EXCEEDS 5-0". u�, Uj
Uj
u
MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTMI C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SIALL BE RUNNING BONDS, STACK BOND SHALL NOT BE
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. /LL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT 7
z
WITH - #4 @ 4'-0" 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 7
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" D.C,---VERTICALLY, (EVERY OTHER COURSE),'AN) VERTICAL REINF. SHALL"BE INCREASED AS NOTED ON
U
2x8
'7-1
I/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". 2x4 OR 2x6
SIMPSON
L
SDWC15600-'-, 2 PLY
QLAY MASONRY (BRICK): BEAM. V2 V, 2x4 BLOCKING
0
@24" O.C. FASTEN
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF
3 PLY BEAM., (3) ROW OF 10d
TOENAILS
FRAMING NAILS @ 8" 0.�6. EACH END w/3-10d
CONCRETE SPECIFICATIONS:
PLAN FOR XTEND SHEATHING VERT. STAGGERED
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS DETAILS 10 TOP 017�TRUSS AS SHOWN. (3) ROWS 16d
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI.
L FROVIDE 24,,BLOCKING COMMON WIRE C"I
HORIZ NTAL JOINTS. P�
GENERAL NOTES: T HORIZ ROOF SHEATHING, SEE AT 12" O.C. 2x4 MEMBERS: STUD BELOW U
SPECIFICATIONS BELOW. (2) ROWS 16d EA. SIDE. (1) ROW OF 10d LOWER TOP 4-10d j
FOOTING AND FOUNDATIQNS: HEEL
COMMON WIRE NAILS @ 6" O.C. PLATE AT BREAK OVER LAP DOUBLE COMMONS
AT 12" O.C. TOP PLATES
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE NTH 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 PRE-ENGINEERED WOOD STAGGERED
2x SPF BLOCKING ROOF TRUSSES. EA. SIDE. WALL INTERSECTION
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 TO FIT- ORTHOGONAL VIEW
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN 2 3 PLY BEAMS 2x6 MEMBERS OFCORNER CONDITIONS z
CL (2) ROW OF 10d 0
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOTSCALE FOOTING DIMENSIONS AND LOCATION FROM THE NAILS @ 4" O.C.
FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATIO PLAN. IF FOOTING SIZE OR LOCATION IS NOT STAGGERED
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SIMPSON 'Vo Z
SDWC15600-'-,,
SEE ROOF 4 PLY
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 @48" D.C. OR ROD CHAIRS. FRAMING BEAM,
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR r- SIMPSON
BAR DIAMETERS DETAILS :�' ,ING MAY SDWC1 56
f SH T 00 CORNER WALL INTERSECTION
CONCRETE SLABS ON GRADE: SIMPSON \-TERMIkATE AT SIMPSONJ I SEE ROOF IN (2) ROWS %"0 HEX CONDITIONS QQNDITIONS
TOP��',OE DBL SDWC1 5600 1 FRAMING HEAD THRU BOLTS NOTES: �i
SDWC1 5600 w/ HEX NUTS & NOTES: 0
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL NTH APPROVED CHEMICAL SOL TREATMENTFOR PREVENTION OFSUBTERRANEAN 1 T 0 P CA T E. * 1. TYP. CONNECTION AT STUD
TERMITES. SAWCUTS: OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 16'x16' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CA-L EOR FOR ALTERNATIVE METHODS. SEE NOTE SEE NOTE 1 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS
DETAILS WASHERS 0 24" O.C. COLUMNS, JACK-TO-KING
CONNECTION ASSEMBLIES, CORNER POST, ETC.' 2. DENOTES 3"xO.131" GUN NAILS @ 6" O.C. VERTICAL
MOD FRAMING SPECIFICATIONS: 5" < HEEL V-0"' TYPICAL 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WENTHER OR IN CONTACT WITH MASONRY, CONCRETE OR HEEL < 5" 2. SPECIFIED NAILING REQUIRED FOW 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED
SOIL SHALL BE PR ESSU RE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESER TIVE IS USED, A NOTES: 4-PLY BEAM 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE
LL ATTACHED FASTENERS SHALL BE ' i LVLRY PLY IN ADDITION TO (2) PLYS OPTIONS ARE SHOWN
STAINLESS STEEL. 1. TOP PLATE TO STUD SDWq-,ONLY REQUIRED WHEN STUD' IS DIRECTLY BELOW TRUSS
2. H2.5T MAY BE SUBSTIT� TED FOR TRUSS CONNECTION.,-PROVIDE ADDITIONAL H2.5T
PRE-EbIGINEERED WOOD TRUSSES: AT TOP PLATE TO STUD, 3PACE 0 48"'O.C.
SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE "RUSS BEARING IS INSTALLED AT ALL TRUSSES AS Z AND
FRAMED WALL CORNEP
I RECOMMENDATION FOR HANDLING. INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON IN
NDICATED 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 5 ROOF TRU:-!)S,- CONNECTION t-7'\ BUILT-UP MEMBER FASTENING r7 TERSECTIONS STUDS CONFIGURATIONS
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER.
"'.1�-o \SO.O�
EJOOF COVERING SPECIFICATIONS: KING STUD TO TOP PLATE:
TRUSS TO PLATE: DESIGN
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY SDWC15600 SCREW. TOP PLATE TO HEADER FASTENING: C SCREW
NOT REQUIRED AT GABLE
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 ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING:
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: THAN 4'-6" FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED CRITERJA
FOR GABLE ENDS.
)YATERPROOFING: SDWC15600 SCREW
NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. SEE DETAIL AT RIGHT. NOT REQUIRED AND
ENDS OR OPENINGS LESS
THAN 4'-611 -t FOR GABLE ENDS.
6.5 GENERAL
WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK PLATE TO HEADER:
MEMBERS INTERIOR LOAD BEARING WALL STUDS SEE PLAN SDWC SCREW 0
MIN. BRG. MAKSPAN BUILT-UP POST IN THE WALL 24" O.C.
m (2)
CONNECTION FASTENER LINTEL DIMENSION STUDS SEE PLAN KING & JACK_/ NOTES
TYPE 12d TOE HEAD QR SILL
TOP PLATE TO TOP PLATE FACE NAIL 2-CUN NAILS @ 12" STAG.
GABLE X-BRACE, SEE DETAIL 11/S2.0 PLATES S DO NOT SCALE DIMENSIONS FROM
L 3 1/,x 31/2 x 4- 6'-0" NAILS E.E. EE -41-
TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS 1$ �j �1 (MIN) SCHEDULE HEAD OR SILL THESE DRAWINGS.IF A DIMENSION Is
1-40,4"xV, 6" 8'-0" HEADER SIZE, JACK AND KING STUD PLATES SEE\ 2XI5 WALL UNCLEAR REFER TO THE
DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS DESIGNATES-SHEARWA 1. THE 1-16-1/2 QUANTITY. ARCHITECTURAL DRAWINGS OR
HIDDEN LINE
L5x31/2"XI/4 6" 1 101-011 DESIGNA1ES SIDE OF HEAD OR SILL KING STUD TO FRAMING BELOW: ROUGH OPN'G, SEE ARCH SCHEDULE TRUSS TO PLA E CONTACT THE E.O.P
RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6") GUN NAIL @ 6" WALL THE SHEARWALL SHEATHING PLATES SEE\ CS18 STRAP w/6-10dAY2"
Sw
- L6 x3112"X 1/4 6 12'-0" TO BE APPLIED, 8d @ 3/6 SCHEDULE NAILS EACH END. STRAP ROUGH OPN'G, SEE ARCH SDWC SCRE
NAIUNG:.
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS DESIGNATES 8d COMMONS 0 3" KING STUD TO BOTTOM PLATE
PLAN NAME
L7x31/,"x 1/, 6 16'-0" 8d93-z6 ATTACHMENT CAN BE INTERIOR OR
D.C. EDGE & 6" D.C. 'IN THE CONNECTON: SIMPSON
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS J, ROUGH OPN'G, SEE ARCH: EXTERIOR SIDE OF WALL. CATALINA
FIELD"
1. STEEL LINTELS TO BE MINIMAL 36" SDWC15600 SCREW. OMIT IF
LINTEL MUST HAVE CORROSION SHEARWALL HOLD DOWN IS-\1", STRAP NOT REQUIRED AT THE DES IG N/DRAWN/CHECKED
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS BRICK FOLLOWING: GABLE ENDS OR
ADJ - ADJACENT LG - Long SPECIFIED. NOT REQUIRED AT \ -
RESISTANT COATING OF EPDXY BASED VENEER JACK TRUSSES LESS PLATE TO HEADER:
JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-CUN NAILS GABLE ENDS OR 2-STORY SDWC SCREW @ CS RD /LAP
PAINT. BM BEAM MANUF Manufacture
WEATHER BOT BOTTOM MONO Monolithic WALLS THAN 8' OR OPENINGS LESS
1 2 4" 0.C. DATE
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRG - BEARING OC - On Center THAN 3'-6" 2X4 WALL
2. LINTEL MORE THAN 8'-0". SHOULD -r:T
JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS CMU - CONCRETE MASDNRY UNIT OSB - Oriented Strand Board 07.23.14
- BE LATERALLY SUPPORTED NOT TO HEADER FASTENING SECTON
-16d) 3-GUN NAILS -/,x3" WD. - DOUBLE PERP - Perpendicular A SCALE
DBL
FZ,OOF RAFTER TO 2x- RIDGE BM. TOE NAIL Ty. A
(2 - EXCEED 6 FT. D.C. wl 2 DIA DIAMETER PRE ENG - Pre'Engineered
LINTEL KING STUD TO FRAMING BELOW- AS NOTED
SCREWS INTO HEADER PROVIDE A 1/, EA EACH PSF Pounds per Square Foot
C.,QNT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. 0 EDGE VERTICAL SLOTTED HOLE FOR SCREW. -10DX1,y2"
ATTACHMENT EE - EACH END PSI Pounds per Square Inch CS1 8 STRAP W/6 LPA No.
C,ONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS SEE NOTE 2 EOR - ENGINEER OF RECORD PT PRESSURE TREATED NAILS EACH END. STRAP ATTACHMENT CAN BE
STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ - EQUAL, QT Quick Tie SOLE PLATE CONNECTOR TE ANCHO� STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. TOLL-14-00372
HORIZONTAL TIES @ 24" O.C., VERT. EXT - EXTERIOR REINIF - Reinforce STRAPPING NOT REQUIRED_/Z BLOCKING FASTEN- ",-STRAP NOT REQUIRED AT THE FOLLOWING: NTROL No.
GABLE ENDS OR
- WIND-ZONE VERT. TIES @ 16" O.C.). FDN - FOUNDATION SPF -Spruce Pine Fur LOCATED WITHIN 6" OF PER SCHEDULE --J-hL co
SOLE PLATE TO JOIST/BLOCKING FACE NAIL -1 (16d @ 16") GUN NAIL @ 8" TIES 0 12" O.C.. (FOR 11Omph 'HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot STUD PACK. OMIT IF SHEARWALL AT LOWER LEVEL HEADERS w/8-10d COMMONS
SEE PLAN UNLESS SPECIFIED ON PLAN MULTI STORY JACK TRUSSES LESS 5644
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN BRICK LINTEL, FT - FOOT SYP - Southern Yellow Pine HOLD DOWN IS SPECIFIED SINGLE STORY DR OPENINGS LESS
3"xO.131"O GUN NAILS 2"xO.113"O RINK SHANK 12" OF OPENINGS. PROVIDE3/,,"O WEEP SEE SCHEDULE FTC - FOOTING THRU Through (STACKED WINDOWS.) MULTI STOR, I THAN 3'-6" SHEET
------ ------
N
--ZER,
SYP
F#2 H
KARCHEE
TRAN SC
OPTI ON PER PLAN S
SEE RIC
4-94-
--j
12 DBL. r
2"xO.113"O = 6d 2/,"xO.131"0 = 8d HDR HEADER TYP Typical TYPICAL HEADER STRAPPING (UNSTACKED WINDO
HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL UON Unless Otherwise Noted
3"xO.148"O = 10d 3V,"xO.162"0 = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT Vertical
11/,"xO.148"0 = 10dxl�/2" 111/2"0.1311"0 = 8dxl'/," WWF Welded Wire Fabric SO.0
SHEET 1 OF 8
L
J 7-�
2x6 SYP#2 BLOCKING BETWEEN
EA. TRUSS. FASTEN TO TOP
20 SYP#2 NAILER
PLATE w/ 10d @ 4" O.C.
FASTENED TO TOP-
WALL SHEATHING
PLATE wl 10d @ 3" O.0
8d COMMON WIRE NAILS
TO BLOCKING @ 3" O.C. ATTACH AT EACH WALL STUD W/ 3-16
2X4 BLOCKING BETWEEN EA. TRUSS.
6" NAILS AT EA. FRAMING INTERSECTION.
T DBL. TOP MAX NOTCH HEADER
BLOCKING ONLY REQUIRED (MIN. OF 6-16d BETWEEN EACH TRUSS)
AT SHEARWALLS AND X r PLATE BE OW TOP PLATE
STUCCO FINISH ORCH SHEATHING, Lou Pontigo and
5-8d COM HEADER J,
EACH SIDE EE SPECIFICATIONS END PORCH Associates, Inc.
16d COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING ELOW 8-CUN NAILS HEADER,
@ 8. O.C. SHEATHING SPLICE @ 8" O.C. 1 .:1 SEE PLAN. PERPENDICULAR TRUSS
24" D.C. BETWEEN OUTER WALL- PORCH PARALLEL HEADER & SUPPORT FULL HEIGHT 420 Osceola Avenue
& FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. (2)MSTA24 DETAIL B Jax. Beach, Florida 32250
CONT. RIBBON
8d COM 0 EACH END w/ 3-0.131x3" NAILS TO WALL ANCHOR OR DTT2Z
CONT. RIBBON T) I PERPENDICULAR STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD Ph.242-0908 Fax. 241-9557
BOARD (TYP) CN BOARD rP) 1 3" D.C. (TYF TO WALL BASE OF POST BELOW. & (1) ADJ. FL: CA 8344 SO CA#3579
EACH SIDE
I FLOOR F TO PORCH HEADER. WALL
FLOOR FLOOR OF SPLICE TRUSS- 1 OPTION A SHEATHING-\
24" 16 GUAGE POST BASE:
JOIST. OR JOIST. 2x4 SYP#2 POST 4x4 POST:ABU44
TRUSSES TRUSSES
OR SHEATHING SPLICE STRAP w/1 1- 24" 16 GUAGE 6x6 POST:ABU66 STUD WALL FRAMING
DIAGONAL 10dx%" EA. END BELOW STRAP w/11- w/ 2x SOLID BLOCKING
FASTEN EA. 10dx1,Y2" EA. END DOUBLE TOP PLATE LSTA12 FOLDED OVER TOP AT SHEATHING EDGE
,Y4" OSB or PLYWOOD END w/ PORCH. CONTINUOUS OVER- PLATE w/5-10d NAILS 8d COMMON WIRE NAILS
0.C.
Od COMMONS 7 INTO TOP PLATE & 5-10d TO BLOCKING 0 3
3-1 PORCH HEADER, SLAB $1 HEADER ,, V�\E R J
RIM BOARD X�' ....... SEE PLAN 6 NAILS INTO BEAM. SPACE - .......
SHORTER THAN !HTS�116 MAX @ 48" O.C. OMIT IF WALL
z FLOOR SYSTEM. ALIGN \CEN,-3
WALL FRAMING-/ WALL FRAMING TRAPS V
L
CEILING
WALL FRNMING MSTA24 ROD SHEATHING IS INSTALLED
VERTICAL JOINTS WITH LINE ROOF TRUSS
STRAPS EPDXIED 6'$ MIN ON FACE OF BEAM
WALL SHEATHING OR
SHEATHING SPLICE INSTALL FLOOR TO JOIST--,,, N 461
JOIN,rs PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF FOR PERPENDICULAR
FLOOR STRAPPING PER
QUIRED 5-8d COM 8-GUN TRUSS CONNECTION 4
BLOCKING ONLY RE OPTION 1 OR 2 PORCH HEAIJER PORCH HEADER PORCH HEADER -14
AT SHEARWALLS AND- EACH SIDE AT CORNER POST AT POST AT POST NAILS CONTINUOUS 2x6 SYP#2 SEE DETAIL B ABOVE
STUCCO FINISH OF SPLICE
OPTION 2 FULL HEIGHT LEDGER FASTEN WITHj TATE OF
OPTION 1 ANCHOR OR DTT2Z 5-0.13lx3" EA. STUD.
OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL PORCH SHEATHING SPECIFICATIONS: HOLD DOWN AT MIN. (2)2x4 WOOD
GYPSUM ER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6" O.C. EDGE & FIELD BASE OFPOST BELOW. & (1) ADJ. PARALLEL TRUSS
NOTE 1: OR OPTION EL V I V/A 1�
TO PORCH HEADER. If,/,m
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 3/," (OR CREATEf) OSB OR PLYWOOD, w/ 8d COMMON NAILS @ 6" O.C. EDGE AND FIELD DETAIL A C h r i s t o p h e I 'j11199A1V1oTu'%%r I n P E
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 7"\ IG:AL PORCH FRAMING DETAILS FL PE#71461
r2 TYP rT-�TYPICAL PORCH BEAM CONNECTION WALL ADJ. TO ROOF CONNECTION
SEE CONSTRUCTION SPECIFICATIONS FOR ROOF T�
�z ij AND WALL SHEATHING AND STUD FRAMING. VISIONS DATE
SEE DETAIL 5/SO.1 FOR
DIAPHRAGM ATTACHMENT
WHERE APPLICABLE
IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS
ROOF TRUSS. SYP#2 2x4 NAILER FASTENED TO TRUSS DIRECTLY BENEATH TRUSS
TRUSS.-\4 FIELD ALTEIRZATION
2x4 SYP#2 CATS AT 12" FLOOR OR k FAST NED TO SHEATHING w/ 8d 0 3'$ C.C. -----------------11
O.C. FASTENED TO TOP-- .,-ROOF TRUSS. -T ii CONTRACTOR SHALL CONTACT LOU
i 11/, r--j----------------�-IT tr--------------------it -/[a. I I PONTIGO Et ASSOCIATES PRIOR TO
ROOF BOT CHORD w/ 0.131x3" @ S' O.C. A 2-SIMPSON H2.5T.-\
PLATE w/ 4-0.1131xY SHEATHING FASTENED TO lc� 2- 1
MffING ANY STrPUCTURAL FIELD
U MODIFICA'TIONS WHICH MAY VARY
T T A ROM THE INTENT OF TFIE ORIGINAL
COMMON MAX. TOP PLATE w/ 10d 3" O.C. CONSTRUCTION DOCUMENTS.ANY
SHEARWALL NOTES: 11V
2x SYP#2 CONT. ATTACH 1. ANY ALTERNATE MAY t', B FIELD ALTEPNAT`IONS MADE PRIOR To
FASTEN CATS EACH END w/� Q�,-\ /,_0 /,-0 BEING APPROVED BY LOU PONTIGO Et
TO TOP PLATE AND TRUSS BE USED. 4-7 ASSOCIATES MAY RESULT IN
3-0.131xY COMMON TOE NAILS w/ 0.131xY @ 3" O.C. EDGE OF
ADEM11ONAL ENGINEERING OR
2x MAY OVERHANG TOP PLATE. SHEARWALL-// 2. USE ALTERNATE A.
AT EXTERIOR WALLS
SHEARWALL ORA SHEARWALL-/ I�D &I
4-
EXTERIOR WALL ENDING BETWEEN ROOF S 803"J6" SW 8d@3"/6"
TRUSSES.
PEkF0 TED sHEARWALL SEGMENTED SHEARWALL STRAP KING POST To ROUGH OPENING, SEE EU
ALTERNATE A ALTERNATE 8 ALTERNATE Q TRUSS UPLIFT TABLE AT LEFT ROUGH OPENING, SEE
3. USE ALTERNATE POST BELOW NTH 2-CS16 STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT
STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 n/
UPPER TO LOWER STUDS
E & F FOR FLOOR UPPER TO LOWER STUDS
7/jr" OSB DIAPHRAGM FASTEN ROOF FLOOR DECK r--1 d @4"O.C. TRUSS ATTACHMENT SW Bdg�,Y*6: (2) CS18 STRAPS SW 8d@3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
TO NAILER w/ (1) ROW 8d TRUSS. -=4 FLOOR 11 1 .1 ANCHORS ARE NOT USED 0 Z
X TRUSS. (8) END,STUDS TO FOUNDATION nB - END STUDS TO FOUNDATION
@ 3" O.C. FASTEN TO TOP-- GER FASTENED -5W Sd@3�6: HTT5 OR HDU5 8d@3/6: HTT5 OR HDU5 HEADER DOWN CONNECTIOKI. HEADER UP CONNECTION
PLATE w/ (2) ROWS
LED
TRUSS WEBS WITH-q CONNECTION
Sov. PLAg 'ANCHORS SOLE PLATE ANCHORS CONNECTION
OF 8d @ 3" O.C. w/3-0.131xY ON UPLIF�
IEE SCHEDULE DETAIL 3/sb.o TEE SCHEDULE ON DETAIL 3/SO.O CALL OUT ,,,,,CONNECTOR UPLIFT CONNECTOR
CALL OUT
COMMON.
2x4 SPF FLOOR
-FkAMINC 7 T SHEARWALL NOTES A H 2.5T @ 32`%-O,C,113 L318 @ 32" O.C.
ALL AROUN
SYP#2 2x4 NAILER FASTENE OP-& E�&T_ A
TO TRUSS BOT. I FASTEN CATS EAC 2x4 SYP#2 C SEEPLAN
C
(2) ROWS O.131x3" @ 3" D.C. I 3-0.131x3" NAILS 6" O.C. \\-O.C. FASTE NED TO TOP
CHORD w 1 1. PROVIDE 3�16" OSB SHEA�IING WITH'8d COMMONS @ 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN ULI
.Oii� :H END ATS AT 12" PROVIDE 2x BLOCKING AT ALL PANEL EDGES. B
INTERIOR (1)MSTA24 STRAPS, 2)CS16 STRAPS
SHEARWALL.-J---�'-j PLATE w/ 4-0.1310" 2. PROVIDE Al"�MINIMUMOFA!" STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE As D FULL HGT THREADED ROD FULL HGT THREADED ROD SEE PLAN
COMMON. END POSTS FOR SW.
SHEARWALL OR_// OR HTT4 HOLD DOWN AT BA5�7
5-1 6d NAILS _ +- k,
EXTERIOR WALL OR HTT4 HOLD DOWN AT BASE
3. FASTEN ALL kTLRIOR ,�' --TO, ROOF OR FLOOR' TRUSSE8'�PER`5/SOJ'��
ALTERNATE D ALTERNATE
ALTERNATE F
4. INSTALL INTERIOR FOOT: G BELOW SHEARWALC,PER"DETAILS ON S1.O
TYPICAL S , EARWALL ELEVATION (��EN HEADER TIE DOWN
SHEARWALL ATTACHMENT AT ROOF a FLOOR r6
7
PROVIDE SOLID BLO KING WITHIN FLOOR SYSTEM AT SW END POSTS. THIS DETAIL ONLY APPLIES "4HEN NOTED ON PLAN
�S-0-1 T.
U
Uj
4-12d TO MULTIPLE BRACED TR
8d COMMON NAILS L USSES INDICATED IN TRUSS SPECIFICATIONS.
AT 3" O.C.(TYP) ROOF NAILS (T L2x4 SYP#2 OUTLOOKERS SINGLE BRACIING NOTES AND SPEC11FICATIONS un
2x4 BLOCKING. FASTEN TRUSS @ 24" O.C.
TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXIEPT
J FOR T-BRACE SHALL BE 1x4 SYP#3
WALL STUDS EACH END w/3-10d H3 OR H2.5T HURRICANE CLIP 0 EA. U
WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTI-OOKER TO TRUSS. OR BETTER OR 2x4 SPF#2 OR BETTER. .j
AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW (UON)
w/ 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRACE PER I [--
ROOF SHEATHING MMONS (4) TRUSSES APPLIED 2.)BRACING LUMBER SHALL INTERSECT
OVERFRAME RAFTERS, SEE PLAN. CO TO BACKSIDE OF WEB. THE WEB OF THE BRACED TRUSS, PER z
DELEGATED TRUSS ENGINEER. 0
p A,
2X6
SSJ ROOF TRUSSI ANGLE 3.)PERMANENT PERMANENT BRACING -j
ROOF TRU BRACING APPLIED TO
MMON BRACE FRONT SIDE OF WEBS DRAWINGS. THE CONTRACTOR SHALL
r SIMPSON H3 wl 10-8d CO WHERE NOTED ON TRUSS MFR. SHOP
SYP#2 LEDGER ATTACH -L� DBL. SYP#2 LEDGER L,�-1
ATTACH TO EACH STUD, NAILS FROM RAFTER TO LEDGER THESE STRAPS PROVIDE 1x4 SYP#3 OR BETTER
TO EACH STUD, PER AND LEDGER TO ROOF MEMBER. MAY BE OvIITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP BOTTOM CHORD BRACING
T-BRACE FASTENED TO
SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF 2 WHEN OVERFRAME REQUIRED FOR BRACE CABLE END TRUSS.
BLOCKING WEB W/ 112d 0 6"O.C. PERPENDICULAR TO TRUSS BOTTOM
RAFTER LENGTH LENGTHS > 8'-0".
A-SINGLE LEDGER B-DOLIBLE LEDGER ALT. TO BOTH H3 ABOVE LESS THAN 4'-0" FASTEN w/10d COMMONS T-BRACE TO BE THE CHORDS AND ATTACHED TO EACH
TRUS WITH 2-8d COMMON NAILS. AT
PRODIDE MTS12 OR CS16 DIRECTLY 2X4 #2 SYP BLOCK� SAME SIZE, SPECIES,
VERTICAL VERTICAL ROOF MEMBER. @ 6" ON-CENTER ,.,@ EACH i i GABLE END WALLS PROVIDE DIAGONALS
BETWEEN OVERFRAMING RAFTER TEN'�EACH CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB
REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING /-GABLE BRACE. FAS
1850-2345 2x8 w/ 6-1/,"Ox6" SIDS SCREWS AND ROOF MEMBER. END W/ 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. AT END WALLS PROVIDE DIAGONALS
0-775 2x6 w/ 5-0.131xY (APPROXIMATELY 45%) TO THE
LOCATION. IF MORE THAN (1) LATERAL- A
776-1250 2x8 w/ 8-0.131xY DJACENT EXTERIOR PERPENDICULAR
2346-3125 2x12 w/ 13-1/4"Ox6" SOS SCREWS BLOCK TO DBL TOP.- BRACE 1§ NEEDED, OVERLAP BRACE
1251-1540 2x1O w/ 10-0.1310" AS SHOWN. WALL BETWEEN EACH LINE OF BRACING
1540-1850 2x12 w/ 12-0.1310" PILT W/ 2-H2.5T' ' TO FORM A ZIGZAG PATTERN ALL
CONSTRUCTED OF THE SAME BRACING
D 3PF#2 BLOCKING AT PANEL JOINTS ADJACENT (o MATERIAL. THIS REQUIRMENT IS NOT
OVERFRAME RAFTERS TO TRUSS FRAMING. NECESSARY AT HIP ROOFS. ALSO
LEDGER A NOTES: WHERE A LEDGER IS INDICATED 0.1131x3" TOE NAILS @ 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, rFROM BOT. CHORD OF TRUSS
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TOP.'PLATE BOTTOM CHORD BRACING PROVIDE
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE DIAGONALS IN THE END SPACE
2x4x6' SYP#2 LATERAL BRACE EA. BETWEEN THE WALL AND THE FIRST
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 8-10di LSTA12 4 48" O.C. OR DBL TOP PLT
X-BRACE w/ 2-16d INTO BOTTOM 'COMMONS LINE OF BOTTOM CHORD BRACING AT A
CHORD OF EA. TRUSS. TO GABLE,TRUSS BOTTOM CHORD W1 MAXIhIUM SPACING OF 20 FEET.
SDWC1 5600 0
SH EATHI NG'OVERLAPS CABLE 12" MIN
36" O.C. OMIT IF TYPICAL
WHEN 9 DECK LE S ri 0 GABLE END BRACING P
E GE E N DGER AT OVERFRAME RAFTER ERMANENT TRUSS BRACING 11 A
T'O F MING
OTEMD SO.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. SCALE: 3/4" l'-O"
N E ON By TRUSS
L R CO�� C�
TR U To LEDGER C
. OT S 0 CL ITY
ENGSINEER N HOWN F R AR 2. ALL MATERIAL TO BE SYP#2 MIN 2 PLY STUD MIN 2 PLY STUD
IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS
ITS ACCEPTABLE� ITS ACCEPTABLE GIRDER TRUSS DETAILS
TO SISTER A TO SISTER A
FULL HEIGHT ORBEAM GIRDER TRUSS
PLAN 1XI MIN 2 PLY [-36 LONG STUD 36" LONG STUD
1)MSTA24 STRAPS OR BEAM
WASHER - , ANCHORING SPECIFICATIONS
@ STUD
FASTEN w/12- FASTEN w/12-
FO OVER TOP PLATE (2)MSTA24 STRAPS
:L 41 1 -f I : -. 0.1310" GUN OfO.11310" GUN NAILS
I I ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP� SIMPSON HTT5 OR
FULL HT. "0 A307 THREADED 'P�ATE NAILS (2)MTS12
d (2)MTS12
UPLIFT 0.
PLA ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT TT E
- CONNECTOR SOLE DOUBLE SYSTEM SHALL CONSIST OF FASTEN W/1-8- 10 HDU5 FASTEN
FULL HT. TOP PLATE. RODS, ORIENTED VERTICALLY AND ATTACHED TO TH- 26-1 Od COMONS
ANCHOR
TE I
LOCATONS INDICATED IN THESE DOCUMENTS
DOUBLE TOP ABOVE SIMPSON DTT2Z ALE DIMENSIONS FROM
SEE PLAN )41"x1Y THESE DRAWINGS. F A DIMENSION IS
F
IF
PLATE TOP PLATE, PROVIDE A 2*x 2"x )6* STEEL WASHER. w/8 2"
SDS SCREWS UNCLEAR RE EP TO THE
WALL STUD FASTEN NTH A NUT AND ALLOW AT LEAST 3 o TUP RAW
OR POST. THREADS TO EXTEND ABOVE 'nGHTENED NUT. (TYP.:1 \_SIMPSON FULL HEIGHT ARCHITEC AL D INGS OR
FULL HEIGHT
MINIMUM 2 PLY \-(2)H2.5T \-(2)H2.5T CONTACT THE E.O.P
LTT20B THREADED ROD
ROD
FULL HEIGHT E I I STUD�
ROD INSTALLATION: AT ALL PLATE PENETRATIONS,
MINIMUM Y2" THREADED ROD WITHIN 6" OF MINIMUM
PROVIDE A HOLE IN THE PLATE X" LARGER THAN THE
ROD
2 PLY
I [EPDXIED 4" MIN OR -7LA
DIAMETER OF THE THREADED ROD USED. MILE TURN TITEN HD .1 .4 GIRDER (SEE PLAN) 2 PLY r PLAN NAME
AT 2ND STORY THREADED AT 2ND STORY
Uj SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERE /--COUPLER TIGHT ROVIDE /--ROD EPDXIED o o STUDS PROVIDE
THREADED ROD
(SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE CATALINA
1- CS18 STRAPS 7.5" MIN 2 CS18 STRAPS
STEEL COUPLER SEE PLAN ELEVATION STUD o o Y2x6" TITEN HD
WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE STUDS P STUD CA-
EPDXIED 4" MIN OR DESIGN/DRAWN/CHECKED
(OPTIONAL. LOCATE
ANCHOR (FLOOR TO FLOOR) '4�'&6" TITEN HD
FULL HT._____ JA ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER AT BASE OF STUDS AT BASE OF STUDS
AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE Y8" RODS THD37634RC (%"x6-Y4") (FLOOR TO FLOOR) CS RD LAP
VERTICAL BY A MAXIMUM OF 2,INCHES IN 10 FEET TO MINIMUM
AT SILL PLATE AT TOP PLATE
'AND WALL FRAMING.
AVOID CONFLICTS WITH FLOOR -2 PLY HOLD DOWN SEE PLAN DATE
THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z STUD ROD = DTT2Z 07.23.14
SEajRM OVER THE WASHER TO A SNUC-TIGHT
HTT5 ROD = HTT5
FULL HEIGHT ANCHOR INSTALLATION CHART w/8.y4%1X"
CONDITION PILLIS ONE-HALF TURN OF A STANDARD
FLOOR WRENCH (APPROAMATELY 30 FT.-LBS. OF TORCAJE) SIDS SCREWS SCALE
BUILT-UP POS
FRAMING THREADED @ DUE TO SHRINKAGE AND COMPRESSION OF BUILDINC, T, BUILT-UP POST,-
SEE PLAN. SEE PLAIN. AS NOTED
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-TIGHTEN NUT TO 30
THREADED ROD----- HOLE HOLE SPEC. DEPTH DJffANCE FT.-LOS. OF TORQUE AFTER ALL TRADES ARE
FOUNDATION, L
PA No.
SEE PLAN PER PLAN. 3/8 V2"0 "0 2x2x/," 4 1. 1 4" 24--13' COMPLETE AND PRIOR TO INSULATION.
TOLL-14-00372
3/,110 EPDXY ANCHORING: ALL THREADED RODS SHALL BE
- EMBEDMENT 5/8 Y4"O 3x3x'/," 7.5" 112" 2;�. 3- DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE EQR ,'i FOR HTT5 or HDU5 QTT2Z LTT20B CONTROL No.
DEPTH M OPTION 1 OPTION 2
MONO STEM Otio FSTEM CHART FOR EMBEDMENT AND EDGE DISTANCE 5644
REQUIREMENTS 3/8$b FULb"HEIGHT ROD 5/8"LELILL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL
FULL HEIGHT ANCHOR
WALL SECTION THREADED ROD INSTAILLATIQN-LIHAM SHEET
V FULL HEIGHT ROD ALTERNATE
CO FINISH
��mt�.E�o
pPC
SE
BE
ONS B GU N
0 C
-H T
0
Z
BB 4N T2 T
(Typ) A
is
("T-N� FULL HEIGH:f THREADED ROD HOLD DOWN ATTACHMENT DETAIL GIRDER BEAM STRAPPING
F ATTACHMENT t 14
ri 2 ULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM r13 WHEN 16
SOA
kZ.,l) ALTERNATE- OTE SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
SHEET 2 0
4
4-
OV17 RLAP SIDEWALL OVERLAP SIDEWALL
TO[ PLATE TOP PLATE
OVERLAP SIDEWALL ALWAYS PLACE FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP
TOP PLATE . . . . . . . . . . ALWAYS PLACE HEADER AT
HEADER AT
TOP OF ROUGH PLATE TO HEADER WITH LSTA12 0 32- D.C.
OPENING
FRAMING
GARAGE -5/8"0 THREADED ROD -I- I- -
TOP OF ROUGH OPENING IN LIEU OF THE H2.5A STRAPS ROOF
L . . .. . . . . . . . . . . . . . .
HEADER . . . . . . . . . . . . . . . . . w/3x3xl 4" PLATE . . .. . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . .. . . . . . . . HTT5 w/ SECOND STORY
ALWAYS PLACE GOAL POST. FASTEN TO STUD T.R. 4__-
HEADER AT (ONE IN SIDE-, .. . . . . . . . . . . . . THREADED ROD TOP PLATE ELEV.
PACK WITH 2-ROWS OF 16d . . . . . . . . . . . . . . . . . 1\1 1 V2 . .. . . . . . . . . . . . . . .
TOP OF ROUGH RING SHANK NAILS 0 12" O.C. . . .. . . . . . . . . . . . . . WALL) MAX EPDXIED 12" Lou Pontigo and
:�,/,1(2)20ga STRAPS OPENING Associates, Inc.
HtAUtK 10 JACK ATTACH GARAGE DOOR THRU TEXTEND HEADER TO 2
I — UPRIGHT BUCK DIRECTLY INTO TEXTEND HEADER TO I FAR SIDE OF WALL TO S 420 Osceola Avenue
_4- FAR SIDE OF WALL 6x6 P ST AS SHOWN.
(2)2x6 KIN THREADED ROD-\ PF#2 AS SHOWN. jax. Beach, Florida 32250
SEE PLAN SUPPLIER JACKS, . / I I '���6�6 4'-O"x4'-O" PIECE OF WALL SIMPSON H\3 Ph.242-0908 Fax. 241-9557
G STUDS FULL HEIGHT STUD PACK, PER GARAGE DOOR (2)2x6 �--(2) 3 S H2.5A@ 32" ON-CENTER
(2)2x6 JACK STUDS AND 1(1) 4'-O"x4'-O" PIECE OF WALL SHEATING INSTALL AT UPPER 11 1 11 TOP & BOT. OF FL:CA#8344 SC:CA# 3579
K NG. SHEATING INSTALL AT UPPER HEADER TO CRIPPLE STUD
HTT5 W/ HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER MSTA24 STRAP EACH 0 32" D.C.
(2)2x STUD CORNER\\ 5 " M2 CORNER 1" BELOW GARAGE HEADER 5 " JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A
�fi THREADED ROD 0 ON EXTERIOR STUD (TRIMED AS UL rAlL A YF THREADED ROD SHOWN) SIDE OF HEAD R
AND (1)
EPDXIED 12" EPDXIED 12"
KING.\. .. ....
P.T. SOLE PLATE-,\
FASTEN SHEATING TO HEADER w/ 8d COMMON Qa GALV. BOX NAILS
GARAGE F TEN SHEATING TO HEADER w/ 8d COMMON M GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING
1611�11
HTT5 w AS Ai
SOLE PLATE HTT5 w/ ,r 0
FLOOR IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING E IV
ANCHOR %" THREADED ROD (STUDS, BLOCKING & SILLS) TYP. STUD TO LO
5/8" THREADED ROD
EPDXIED 12" f�j '07
SOLE PLATE (STUDS, BLOCKING & SILLS) TYP. MSTA24 OR CS18 STRAP
EPDXIED 12" @ 32" ON-CENTER No. 71
ANCHOR GARAGE WING WALL SECTION DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS
THICKENED SLAB EDGE A DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER wl 3-16d SINKERS 1QT . 41
2 MSTA240R CS1 6 -
AT GARAGE OPENING. STRAP EACH END 7RAMING 2 MSTA24 R
6x6 POST WITH ABU66 #
4 5/,,"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN OF WALL SEGMENT CS2 STRAPS TC�_ OF
NOTES: STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x,3x1/," WASHER. w/ 5/," THREADED ROD 4
EPDXIED
12" MIN
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. 2ND FLOOR EL
EV. AL
GARAGE WING WALL ELEVATION
k
Christopher j Sabourin P E
WOOD BEAM FL PE#71461
GARAGE HEADER FRAMING 2 GARAGE PORTAL WING WALL �EN GARAGE WING WALL FRAMING LESS THAN 1211 REVISIONS DATE
VMEN 1 rM E N\4�C VMEN 4 CONVENTIONAL STRAPPING DETAIL
011E SO.2 2 THIS DEFAIL ONLY APPLIES WHEN NOTED ON PLAN �U'WkS O.�/ THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OTED so, THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
PORCH BEAM SUPPORT POST
JACK STUD F_I JACK STUD IF 4x4 IS SPECIFIED ON PLAN, FIELD ALTERATION
AT DOOR AT DOOR USE (2)2x4 SPF#2 SUPPORT. �)i
MIN. (2)2x4 I'T SYP #2 CONTRACTOR SHALL CONTACT LOU
PONTIGO&ASSOCIATES PRIOR To
24" MAX. IF 6x6 IS SPECIFIED ON PLAN, WALL MAKING ANY STRUCTURAL HELD
USE (3)2x4 SPF#2 SUPPORT. //--SHEATHING MODIFICATIONS WHICH MAY VARY
RATED WALL SHEATHING w/ 12" MIN. FROM THE INTENT OF THE ORIGINAL
YA4"xW�" 8d @ 6" O.C. EDGE & FIELD. --- ATTACH PORCH BEAM 10 CS18 w/7-10 IY2" CONSTRUCTION DOCUMENTS.ANY
PLAN VIEW TAPCON PLAN VIEW SIMPSON LTT20B SUPPORT POST w/ (2)HTS20. EACH END 0 8" FIELD ALTERNATIONS MADE PRIOR To
SCREW RECESSED IN SLAB BEING APPROVED BY LOU PONTIGO&
O.C. STRAP C4N BE ASSOCIATES MAY RESULT IN
wIY2" THREADED ATTACH SUPPORT POST TO INSTALLED El ER ADDITIONAL ENGINEERING OR
ROD EPDXIED 4" SOLE PLATE FOUNDATION WITH HTT4 FACE OFSTU CS18 w/7-10dx1Y2" INSPECTION FEES.
ANCHOR EACH END @ 481,
w/ 5/o"Ox6" EMBED EPDXY ROD. U.O.N.
SYP#2 PT SOLE PLATL/1 /--D.C. STRAP CAN BE
CONC. GONG. BOX COLUMN INSTALLED EITHER
SLAB SLAB ..I - ,>\\ I FACE OF STUD Iry
MAY BE USED IN LIEU OF 44 OR 6x6. FLOOR FLOOR 8d @ 3" FLOOR
WATER PROOFING AT TRUSSES TRqSSES TRUSSES (2)2x8 SYP#2
LOWER PORTION OF
ELEVATION VIEW ELEVATION VIEW BOX COLUMN 3Y BUILDER OR JOIST. OR JOIST. OR JOIST7 z
0
w/ SPACER.
1IF PT, MATERIAL IS NOT USED. FASTEN TO TRUSS
A"l /�2x2 WASHER
OPTION A OPTION Q OPTION 81 BEAM SEE //*I w/6-12d TOENAILS
=d_A OVERLAP PLAN (2)2x6 Ln
STRAPPING
SHEATHING PLATES
OPTION Q
DROPPED BEAM _j
UJ
3/8" ROD, 8" >
WiEN 5 FRONT ENTRY JAMB FASTENING BOX COLUMN DETAIL 7 WALL STPAPPI',',, OVE BEAM
VMEN FROM EA. END
OTED So. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OTED so. THIS DETAIL ONLY APPLIES�..WHEN N I T.ED ON PLAN & 48" O.C. :7�—WALL SHEATHING
4-12d COM
MON
NAILS 01 2x6 SYP#2 LEDGER
FASTEN AT EA. STUD
2x6 STUDS 0 w/3-12d AND
k _/w LLJ
16" O.C. (2)2x6
NUT w/iY2" WASHER-/ PLATES
RECESSED IN PLATE
37�-PLIES OF 3/4" CDX PLATES
MIN. LAP INTERSECTING 1-10d @ 8" O.C.
u
<PLATES 3'-0" MIN.. FASTEN
TOGETHER WITH 8d COMMONS
LU
O.C. FASTEN EA. END
4
0 w 2-A35 ANGLES.
STUD TO TOP PLATE: STUD TO TOP PIL B SECTION AT WING WALL J U
SDWC1 5600 SCREW. SDWC15600 SCREW.-'
0 32" D.C.
0 32" D.C.
z
0
WOOD WALL, Z
SEE PLAN WATER PROOFING
BY BUILDER
4x4 POST,
SLOPE TOPPING SEE PLAN
Y4" PER FOOT
STUD TO BOT PLATEm
SDWC1 5600 SCREW.
BOT PLATE TO TRUSS 0 32" D.C. BOT PLATE TO FRAMING 2-12d (2)CS1 6 STRAPS
Yt"x4N' LAG SCREW-\ I ==�L TOENAILS 0
NTH ROUND WASHER BELOW CS180 32" D.C.
AT EACH FLOOR TRUSS
U
X LL_j
X X
GIRDER
TRUSS FB DECK A34 ANGLE
TRUSS FG4
1SHEATHING 2)2xl2 (4) PLACES
PONY WALL ABOVE
x2 WASHER
GARAGE HEADER
(2)2x8 SYP#2
w/ SPACER. (2)2x6
PLATES MISC
GARAGE
HEADER, SEE
3/8" ROD, 8"
PLAN I FRAMING
FROM EA. END-_//�
EATHING
& 48" O.C. WALL SH
DETAILS
VMEN 9 4-12d C
VMEN 8 WALL STRAPPING DETAIL WALL STRAPPING DETAIL TRUSS SECTION AT GARAGE
UILU UILU NAILS
so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 1\�2
2x6 STUDS HEADER SEE PLAN
16" O.C. <>
7,7,7.
(2)2x6
NUT w/l)�" WASHER PLATES DO NOT SCALE
DIMENSIONS FROM
RECESSED IN PLATE 3-PLIES OF -Y4" COX PLATES TFIESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
MIN. LAP INTERSECTING ARCHITECTURAL DRAWINGS OR
PLATES 3'-0" MIN.. FASTEN CONTACT THE E.O.P
TOGETHER WITH 8d COMMONS
@ 4" O.C. FASTEN EA. END
-71A
r PLAN NAME
w/ 2-A35 ANGLES.
c
GEEC�10N �AT ���8R CATALINA
DESIGN/DRAWN/CHECKED
CS RD LAP
MITERED GLASS SLIDING DOOR FRAMING DATE
07.23.14
SCALE
AS NOTED
LPA No.
TOLL-14-00372
CONTROL No.
5644
SHEET
11-1111-,91
41 �6�6 r"EF
V\cj ell
6x
TE 0F
w�
P
ON
SO.2
SHEET 3 OF 8
SYMBOLS LEGEND
---------- DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
_777Z7
ZI
INTERIOR LOAD BEARING WALL
DESIGNATES SLAP RECESS
7%77 Lou Pontigo and
BEAM OR TRUSS, SEE PLAN Associ ates, Inc.
420 Osceola Avenue
CONCRETE STAND-OFF PAD TO jax. Beach, Florida 32250
MATCH ARCHITECTURAL COLUMN WOOD POST Ph.242-0908 Fax. 241-9557
X COL. w/#3 ER PLAN. FL:CA#8344 SC:CA#3579
CONCRETE STAND DIMS. FOR BO P
HAIRPINS AT EA. CORNER & #3 YPICAL ANCHORAGE ��r_o
/r
12X12 MASONRY PIER 8 OFF PAD SEE CLOSED TIE AT TOP PER CONST. SPECS.
BELOW ARCHITECTURAL S1.0 DETAIL 6/S1.0 T/PAD = HOUSE PAVERS BY
COLUMN ABOVE. PICTURE S1.0 FINISH FLOOR T OTHERS lift,
oo R J.
W/ 2-#5 DOWELS. -------- ---------- -------- - HB---------------------- -------------- ---------- ---------------------
C3 ..-.......
.. --- ----
t
---------------
--------------- --------- ---------- --------------------- -
----- -------- o.714
CONCRETE FOOTING
------ --------I F3.0 F3.0
(SEE PLAN)
r_____ rATE OF
QONNECT MONO FOOTING TO PAVERS �%**14
S1.0 64"
</
VEL BY OTHERS PAD AT BOX COLUMNS
�TEM WALL W/2-#5x3O DOV
0
PAR EPDXIED 5" MIN NAL
F----- ----------------------
IF2.0 Christopher j Sabourin P E
PROVIDE SAW CUTS PER In I R u5
11 1 1 1 1 1 F FL PE#71461
2/S1.0, BUILDER TO I I I P_ I I WALL FRAMING
I-In _7" 'I I - I
ol
COORDINATE WITH FINISH 4 7 4P
#
FLOOR MATERIAL. F 2- 5 CONT. SLABON IREVISIONS DATE
A\i L I GRADE,
SEE PLAN.
^7 1
S1.0 4" CONCRETE SLAB w/ 4A**
FIBERMESH @ 1.5 LBS/CU.YD. I L--------------
OF CONCRETE OR 6x6 W1.4xW1.
77M 1 1 x1 6" 1-STORY, w/(2)#5 CONT.
WWF ON 6MIL VAPOR BARRIER F2.0 8"x2O" 2-STORY, w/(2)#5 CONT.
IN PREPARED GRADE. F _1
---------- --------F__ I
I L _j L_ _j BEARING AT INTERIOR FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
IV
12X12 MASONRY PIER 1 8P r5
PAVERS PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
BELOW ARCHITECTURAL BY OTHERS ^5 STO MATCH DOOR MODIFICATIONS WHICH MAY VARY
WITH, SEE A C
COLUMN ABOVE. PICTURE .0 R H. RECES FROM THE INTENT OF TFIE ORIGINAL
L j SLAB ON CONSTRUCTION DOCUMENTS.ANY
lr'� I I LO GRALIE,
W/ 2-#5 DOWE F2.0 FIE D ALTERNATIONS MADE PRIOR TO
LS. SEE PLAN. BEING APPROVED BY LOU PONTIGO&
---------- ASSOCIATES MAY RESULT IN
PAVING ADDITIONAL ENGINEERING OR
-'s Dq V BY BUILDER
-a lr= I r
--------------------------
-I- r,__'L-J-lr-7r 77, 11 2"xl 2" DETAIL 4B 1#5 CONT,
---------------------- -C 11 1: 11 11 11 P _j E.J.
F
MATERIAL
t( SLAB ON
'T,
11 it 7-7 AG, GRADE,
F3. D T F 19n A 7 \1 SEE PLAN.
-T------m-
------T i:� _j
J-1
L _j
Fil F 2.0 _T I-D THICKENED EDGE
---------------
_j it
ir ��:T�l DETAIL 4A
=1 w/ 1-#5 CONT.
-4:J----T-I
Li
11'-2" (POST) wr THICKENED SLAB V)
I r -7-1
---------------
A71----
T----
CONCRETE STAIRS
0 11)-6)) T T-I
BY BUILDER. I I
-T-----TI-D
-2"
e 14' 5'/ 1 T------
2 --4-pp-
L------ BRICK VENEER IS
WALL FRAMING,,",,
ACCEPTABLE WITHOUT
__3 INCREASE OF FOOTING
5 T-
12x12 MASONRY PIER -----jj]
SIZE.
BELOW ARCHITECTURAL �4_ j
<
14_654:3� STEP, SEE ARCH. PLAN.
11FIL U
COLUMN ABOVE. PICTURE ------- - I it F I --SLAB ON
------- --- - ------- ----------
4'.
GRADE,
L L. --SEE
W/ 2-#5 DOWELS. i!i 1 .1 2
___Uj PLAN.
S1.0--------------------
SAWCUT
-------------------- _-T ----T1-
3
--r-----T7-
L 1 11 8"xl 6" 1-STORY, w/(2)#5 CONT.
_1-----1-i=3
-T-----Ti 8"x20" 2-STORY, w/(2)#5 CONT.
14P-4" (POST) \\ I I I
V_ _L_j__
L F-4 11 _::-m-:' r)
�-o TV� z
in
MONO. FOOTING AT STEP-DOWN
0
co r------r-1
^7 3.0 3: F3.0
<
-T-----T1
Ln
T- ---Tl-'
�I __ - if
N I ' ' 2
0-) r::::_��T
L 1" DEEP
0
:76
CONNECT MONO FOOTING TO SAWCUT3
SLAB ON GRADE,
SEE PLAN
STEM WALL W/2-#5,(30 DOWEL -r T
r U
12X12 MASONRY PIER AR EPDXIED 5" MIN --r-----T-1-
Lj
BELOW ARCHITECTURAL L----------------------------
NOTES:
COLUMN ABOVE. PICTURE _j :11 11
- ____ f '�� -1 P------------------ ----- ---------- 1) PROVIDE SAWCUTS TO CREATE
4- �F
-------------------------------- 7 7 ----- - --
W/ 2-#5 DOWELS. T xxxxxxx APPROXIMATE 16' X 16' MAX. SQ.
X�>�'11 4X>11�11>11 X�X�.4.4 �x 1XI Ix�4<11 1.�11 >11 X,
moz 2) SAWCUT CONC. SLAB WITHIN 4 TO
�j 12 HOURS OF CONC. PLACEMENT,
t------------- -------------------------------- ---------------------------------------------- --------
8 SAWCUT DETAIL MONO
S1.0 FOUNDATION PLAN
SCALE: 1/4" = 1'-0" FOUNDATION
1#4 CONTINUOUS, PROVIDE PLAN
CORNER BARS 3' EA. SIDE (1)#4 MIN. CONTINUOUS, I
OF RECESS. (TYPICAL) 7 PROVIDE HORIZONTAL J NT BRICK VENEER IS CORNER BARS (TYPICAL)
MAX 5 V, TYPICAL WALL FRAMING REINFORCEMENT AT 16" C TYPICAL WALL FRAMING AND_Z ACCEPTABLE WITHOUT ONO SLAB FOOTING AT PORCHES, DO NOT SCALE DIMENSIONS FROM
VERTICALLY, (EVERY 0 R ANCHORAGE PER INCREASE OF FOOTING HEN SPECIFIED ON PLAN. TFIESE DRAWINGS.IF A[DIMENSION IS
AND ANCHORAGE PER COURSE) Tf SIZE. UNCLEAR REFER TO THE
CONSTRUCTION SPECS. CONSTRUCTION SPECS. �m
- : 8" CMU STEM WALL W/ AB ON GRADE, ARCHITECTURAL DRAWINGS OR
CONT. OPEN LINTEL CONTACT THE E-O.R.
B #5 VERTICAL DOWELS TO --SEE PLAN.
OND BEAM w/
GARAGE QM DETAIL 1 BRICK PAVERS MATCH VERT. w/ STD.
-#5 REBAR BY OTHERS 8" CMU OPEN BOTTOM LINTEL 90' BEND INTO FTG. PLAN NAME
4SLAB ON BLOCK w/ 1-#5 CONTINUOUS GRADE OR CONC. AT WALLS GREATER THEN
j
ALIGNED w/ #5 VERT. CATALINA
FOOTING SCHEDULE AND NOTES 44-'. GRADE, SLAB, SEE PLAN. 4'-0" HIGH, NOTIFY E.O.R.
CMU W/ #4 0 48"o.c REINF. ABOVE (TYP) '\N FOR TEMPORARY BRACING DESIGN/DRAWN/CHECKED
SEE PLAN. 2'-0* OF STEMWALL REINFORCEMENT
CENTERED,-,GROUT >\
TYPE LAYOUT PLAN AND
LENGTH _C0 FIAT GEADE ALL CELLS. CS RD LAP
BOTTOM BARS DEPTH WIDTH 2� X r.1
< m z Cmu PERMANENT LATERAL
2 : . < SLAB ON REINFORCING Eq DATE
2'-0" 2'-0" F2.0 7 0 1- GRADE- COURSLti SUPPORT DETAIL.
3-#5 EA. WAY BOT. 1'-0- - - Ld 4'
w z
F2.5 BRICK VENEER, 04 0 - CLR. SEE PLAN -4 A. #4 DOWEL TO MATCH
3-#5 EA. WAY BOT. 1'-0- 2'-6"
0 1 TO 6 #4 VERT. @ 48"O.C. 07.23.14
2'-6"
'44 \\--ALT. FOOTING AT 7 TO 10 #4 VERT. 0 24"O.C. SCALE
AY BOT. 11-011 3'-0" 3'- F3.0 SEE ARCH. 0 WALL REINFORCING.
3-#5 EA.-W 011 4�� BUILDERS DISCRETION. -0 <
Ld
F3.5 _j 11 TO 12 #4 VERT. @ 8"O.C. AS NOTED
4-j5 EA. WAY BOT. 1 1-0 11 3 1-6 3'-6" . ., \, - ' #3 @ 48" O.C. OR _j rno CO) 4 , CONTINUOUS STEMWALLS OVER 6 COURSES TO ONT. CONCRETE FOOTING LPA No.
4-#5 EA. WAY BOT. 11-011 4'-0" 4'-0" F4.0 ROD CHAIRS (TYP.) _L__ T- HAVE TRUSS TYPE HORIZ. JOINT
12" 1-STORY, w/(2)#5 CONT. #4 DOWEL W 3" CLEAR FOOTING REINF. BETWEEN EVERY OTHER 8"d x 16"w 1-STORY, w/(2)#5 CONT. TOLL-14-00372
4��5EA. WAY BOT. 1'-0" 1 4'-6" 1 4'-6" F4.5 __00 10" HOOK 20" - 1 2-#5 CONT TYP COURSE. FILL CELLS SOLID. 1 O"d x 2 2-STORY, w/(3)#4 OR (2)#5 CONT. CONTROL No.
It 2:�t_A
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 16" 2-STORY w/(3)#4 CONT. wl #4 0 48 0.C 1 O"x2O" SIMILAR AT FRONT AND
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, CENTERED : -1 /#3 @ 48" O.C. QE 5644
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 6"x8" EXTENSION FOR BRIGK 3-COARSE w/ 2-#5 CON T. REAR PORCHES W/O FRAME ROD CHAIRS (TYP.) SHEET
REFERENCE ONLY. LEDGE ADD 1-#5 CONT. WALL ABOVE. CONTRATOR
BRICK LEDGE DETAIL MAY OMIT CHAIR BLOCK &
s'
ON CRE TE
MATCH AF
DI MS
H pi S
FAIR N
u5
WALL FF
,,\\\'71
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 0 L�IT H I�CE�DG E�FO C�ff I N G REAR RETAINI G WALL STEM WALL AT GARAGE FORM EDGE OF 4" SLAB. STEM WALL AND FOOTING S1 .0
3, SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED SHEET4 OF8
PROCTOR IN ACCORDANCE WITH ASTM D 1557.
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
ESIGNATES SIDE OF WALL THE
SW-' 3Z14 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
3" O.C. EDGE & 6" O.C. 'IN THE
FIELD"
NUMBER OF PLY'S DESINATES NUMBER,
DESIGNATES THE HEADER SIZE AND
(2)2x8-1/2 HEADER SIZE & JACK/KING STUDS
NEEDED FOR SUPPORT HEADER. Lou Pontigo and
DESIGNATES THE SINGLE PLY HEADER Associates, Inc.
6S-1/1 AND & JACKAING; STUDS NEEDED FOR
4x4 POST SUPPORT HEADER., SEE DETAIL 4/SO.O, 420 Osceola Avenue
--A
(Al SEE 2/S0.1 BEAM OR TRUSS, SEE PLAN jax. Beach, Florida 32250
(2)1.75xl 6 1.9E LVL (2)2x6-1 1 B (2)2x6-1/1� 0 2)2x6-1/2 (2)2x6-1/lj (2)2x6-1:/D1 (2)2x8 Ph. 242-0908 Fax. 241-9557
ANCHOR LEGEND FL: CA# 8344 SC:CA#3579
�A
--------------- -
V A307 DIAMETER FULL HEIGHT
(0 X THREADED ROD, SEE DETAIL 12/S0.1
f---------------- I'tf,111111111111111
1^1B
r 00 E f I J.
SO.2 A307 DIAMETER FULL HEIGHT
co X5 THREADED ROD, SEE DETAIL 12/SO.1 sll '.'D\
04
00 X
X SEE3/S0.1 FOR BEAM E
04 C4
CD
C14
CONN.(TYPICAL) Na" A307 DIAMETER THREADED ROD
(3)2x6 SPF#2
TERMINATES AT FIRST FLOOR TOP
POST. PLATE, SEE DETAIL 12/SO.1
C'4 <-
GIRDER TRUSS A7 ABOVE 5/6" A307 DIAMETER THREADED ROD TE OF
OSB WALL 3:: (95 TERMINATES AT FIRST FLOOR TOP
SW NAILIN PLATE. SEE DETAIL 12/SO.1
SHEATHING.
8d@3"/6$j
00
_j `6' SIMPSON HTT5 SEE DETAIL15/SO.1
> C14
_j ----------- J i
Aw
G) X 1� Christopher j S abouri n P E
_j
C14
> I (,�) \\ I � FL PE#71461
_j L If,I _j N SIMPSON DTT22 SEE DETAIL15/SO.1
w �D :;� �j
0) 011
X 6x6 OOST z �ISIONS DATE�
Lo W/ ABU66 SIMPSON LTT20B SEE DETAI1_15/SO.1 FIELD 08.08.14
N
N X _j 0 CHANGES
C,4 >
_j ------------------ _j 12" LONG LIGHT GAUGE STRAP
w STR P BEAM Uj LSTA1 2 FASTEN TO TOP PLATE AND STUD
am)
C-4 NX WITH 5-10d COMMONS
EACH END 1-11 1
V)
I CN CN 00
STRAP HEADER Lo W/2--MSTA24 1 1-1
I I 1 1111 '' WALL STUD SCHEDULE
PER 7/S0.1 00
2x6 FULL HEIGHT X
X (N PLATE STUD -SIZE
^11A LO t2 WALL LOCATION __1011
(2)2x6 SPFh HEIGHT & SPACING
2x4 SPF#2 0 16" O.C.
�.2 POST. r FIELD ALTERATION
EXTERIOR
GIRDER TRUSS FG2 ABOVE
MAX
10,_1 2x6 SPF#2 @ 16' O.C. or CONTRACTOR SHALL CONTACT LOU
EXTERIOR MAX 2x4 SPF#2 0 12" D.C.
PONTIGO&ASSOCIATES PRIOR TO
X////>>,
L GIRDER TRUSS-AG ABOVE------- 10'-1 TO MAKING ANY STRUCTURAL FIELD
F EXTERIOR 2x6 SPF#2 0 16" D.C. MODIFICATIONS WHICH MAY VARY
If 14'-0" FROM THE INTENT OF THE ORIGINAL
If CONSTRUCTION DOCUMENTS.ANY
10'-0"
INTERIOR 2x4 SPF#2 0 16" D.C. FIELD ALTERNATIONS MADE PRIOR TO
I! it if 11 _T MAX
12'-0" 2x6 SPF#
V
2 @ 16" D.C. BEING APPROVED BY LOU PONTIGO a
PLY 9.215" LVL 2/? INTERIOR _U ASSOCIATES MAY RESULT IN
1 5.2 7 1.8E if 11 11 11 11 1 1 1 MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR
1 11 11 11 11 .. If [if fit I -1 .2
LJ -PAR LAP STUD NOTM,
_j
> T-----TI-j 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
0 r-----i r-i
> C14
M ---------- 3 2x6 BELOW POST _F-----T_ 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
> CONTRACTOR MAY INCREASE STUD SIZE TO MEET
//� If
ABOVE. STRAP POST . I
< III I I I I - 7T-----TI- ARCHITECTURAL REQUIREMENTS.
LIj X --,POST TO ,MATCH POST
III I I C14 C14 1-1 1 1 11
< TOGETHER WITH (2)CS16. 3) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
C14 FROM . ABOVE. STRAP POST T
C*4 z
I --.M- CD Y'ELLOW PINE. 0
---- ---------- PROVIDE SOLID BLOCKING
-----------
00 ------- TOGETHER WITH (2)CS16.
(D C/)
X -WrT YSTEM. i Ld 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
X C14 IDE SOLID BLOCKING >
U) I-, Cn 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
C14
In TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C.
WITHIN FLOOR SYSTEM. < V)
MINIMUM. SEE 3/SO.O FOR ADDITONAL ANCHORS AT
< 0 T
C\j U)
ST C14
B VE SHEARWALLS
Lli
C14 -T--- T I
_,STRAP
__T0_M#A ER,.W.T 0
t _j Li
> LLJ
(2)CS1 S _0 COMBINED USE PANEL NOTES
V1 -T 'rI
(f) _j w I I I I <
BLOCKN\ G W11" HI-N-1. Ij
2x6 SPF 2 1. EXTERIOR WALL SHEATHING SHALL BE
FLOO L
CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
z
Ri ��ygt CY) U
-T-----T1
< TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
Lij
r
-T 7 Tl
X
OSB WALL L1j
SPLICE LOCATIONS FOR MULTI STORY CONDITIONS Uj
LO LIJ
'w. LLJ 2. SEE SHEET SO.0 FOR WALL SHEATHING
"SHEATHING.
L r,
0 1 T-----Tl-
0 0� SPECIFICATIONS.
C14
T
<
CD 3. UPPER MOST TOP PLATE SUPPORTING ROOF
Q I T
(0
P_4-2, W�"', % DETAIL 1/SO.O U
< F Z-1 -T------F-1 MEMBERS SHALL BE STRAPPED AS SHOWN IN
z (2)2x6
00 POST. T-----T-1 0
L LATE A H IRS PER DETAIL
z @ I-----IL 6x6 POSTW ABU66
_j 6x6 P.T. SYP#2 - -----T-1- 31SO.O LU LU
T
> FASTE_� JOP 0 it/ALL 1 CO BELOW GARAGE HEADER.
_j I i 1-1
SEE DETAIL 2/S0.1.
U) T T-1-
PER bETAIL 5 50.1. 1 GENERAL NOTES
C� M V)
(TYPICAL (4) PLACES)
U
:1(3)2x6 SPF#2 R WALL FRAMING DETAIL.
SEE WALL HEDULE THIS SHEET FOR STUD
C14 BEAM ABOVE
z CN STUD SC
Ln I z ! ---
C14 Ij SIZES AND SPACING. AT GIRDERS AND BEAMS,
C14 0 T z T-1_3POST.
PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
C,4 z
C-4 X \-(3)2x6 SPF#2 PLIES.
_j
POST. LLJ 0
> '.\,,-j6x6 PO 66
C4 STRAP HEADER _j ST W/ABU 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
U) I A
_,Lj ffLOW GARAGE HEADER. SHEATHING SPECIFICATIONS.
PER 7/S0.1
TI
LIJ
3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
-T---- T-I
LO < I I I PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
Li 1 1-1
1 0 WALL TOGETHER PER DETAIL 6/SO.O
2:, 7 1
I T T-1
S THING. X
LO Lj
-1----- 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
z FASTEN TOP OF WALLI D
-T-----T-1-
< < 3/SO.O
L--------------P E R-D E-T-A I 1--5 E/S0A I�f
C4 <
:z
<
T 6. AT SHEARWALLS, PROVIDE DIAPHRAGM
I T1
z
t------- ATTACHMENT PER DETAIL 5/SO.1
j
0
177�� :1 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT
-----------
A ------7 U
(2)1.75xl6 1.9E LVL TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1
((2)M-1/1� (2)2x8-1/1� X ivi (2)2x6-1 _(2)2x6-1/1j
6-11
(2Tk
9. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
AND HOLD DOWNS
SEE 3/S0.1 FOR BEAM
CONN.(TYPICAL)
1ST FLOOR
FID AMING
J PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION Is
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
INA
PLAN NAME
CATALI
DESIGN/DRAWN/CHECKED
FIRST LEVEL WALL FRAMING PLAN SOLE PLATE ANCHORSPACING SCHD
CS RD /LAP
Al z
SCALE: ALL E ERIOR WALL
4T 48" O.C. DATE
UNLE%§ OTHER NOTED
07.23.14
SH�ARWALLS
SCALE
24" O.C.-':
(S 8d@3
AS NOTED
V LPA No.
SOLE PLT 0 j HP 1�
NOTED ON PLAN
TOLL-14-00372
SEE NOTE_2
CONTROL No.
i. STALL SOLE PLATE ANCHORS PER DETAIL
!ySO.0 5644
SHEET
2. JNCHOR SPACING SHALL BE AS NOTED. FOR
V- AMPLE - SOLE PLT @ 36" --.36-
ON-CENTER SPACING
LIL17-
p
0
1b,r'�,
SIA
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION,
FRAMING PLAN NOTES:
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
5 2 TRUSS Associates, Inc.
SO.1 SO.1 SOA FASTENING DETAILS 420 Osceola Avenue
Jax. Beach, Florida 32250
42- 08 Fax. 241-9557
F CA# 8344 SC:CA#3579
C)
7Z
7/f-I a: _17
C0 co
77 .7,
< CJ1A ci j1H
W W Iol-
W __1 I I 'k
W W 'itit
Q
W W 1W W W W W W
3 AK—5 HD3
r-- 1�- I I[- I'- cEN
J 3 Uj W LU IIFCJ I
&� I y
W W I 1W W SO.0
j X, H D 6 No
\j
,J5 n
CiOA
SSTATE 0 F- Z
SHEATH UPER CP H
A17
WALL THRU LOWER STUD DIRECTLI
ROOF TO WALL TOP PLATE TO
ELOW TRUS
Ag BELOW. ^5 EJ28 SDWC15600 STUD SDWC15600 Christopher I Sabourin PE
FL PE#71461
EJ28 6
:12 LO co TRUSS TIE DOWN WITH SIMPSON SDWC r7�VISIONS DATE)I,
X: _17
EJ28 :
12 < < < 0 Rafter to Top Plate shown
M X Truss to Top Plate similar
HUS26-
EJ28 M
rio
--------------
A, 14 ---- SO.1 Optimal 22)T
HUS26 H BG
U)
10. 0,
T_
30'
A16
I HUS/
FIELD ALTERATION
C3__
A, 18 1 F_
X L
(2)H TS1 6 X
HUS261 2x1 0 LEDGER. CONTRACTOR SHALL CONTACT LOU
A?n STUD DIRffTLY11 PONTIGO h ASSOCIATES PRIOR TO
FASTEN TO TRUSS 1IRFLOW TRUSS 11 MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
T_ —WY2"MOX
------ ---HH W/9-1 OD COMMONS. FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
00 r__r_ 26
VK — z — ) It is BEING APPROVED BY LOU PONTIGO&
�W H I IS ii/
U) V 11 1 C\I U)_ TOP PLATE TO =SULT IN
HLIS2� HUS2 7 kz�: 1 1 U) SDWC15600 ASSOCIATES MAY RE
STUD SDWC15600 ADDITIONAL ENGINEERING OR
HUS26 ILL I. I' Fl 7 11 11 1
I I - �P &I Rr
B 5 5 II[T2 / !I !I i i \ Z) G _TD
i I \k LF
6 Z L 11 1 — W A q
HUS26 Note: 1. Sloped-roof rafters may be sloped up to and including
131 T-----T-1-
I r
F7 a 12:12 pitch and must be "birdsmouth* cut.
F1
FR`JS2� FT4 A HUS26 2. Reference detail 4 for installation instructions.
C\I (y) Iq
z -
-H FT1 -r --Tl-,
H�,
5�44 6
7-
B2 _7 H F6 VIN U_ (D z
HUS26J < N HUS26 r-�IIXX SIMPSON SDWC INSTALLATION RANGE 0
00
HHJ§46 F5
FT1 T-1
------------
B2
r 7T
LL
FT1_
L__�6
HUS2
Ll HH JS4P I
B2 7
�O.2,)/
I v
F5 HU� T T-1
it
Uj
LL?
X
-L_j
B2 FT1 T-I
H, U
6s? I ` 26
/;z"H J�S
C3 :,'5
HUS26 T71
L POST ABOVE
U_ U_ ILL. U_ LL. U_
H S 2'Q-, F4 .CJ" __:I
co co co co co U_ ED -T7--
�SLL I U/SO.2.
B3 FT1
F4
I , ] 1:' HUS26 L7 ---Tl-j
_M_ to
HUS26
B4
'Z,�VA
-HTS16 FT1
US26,
BX HUS26 :E
U
F3 OSB PANEL SHEATHING
PER DETAIL 5E S0,.J STUD NOT DIRECT
26 F
HU�� ell
FT1
r i6'
BELOW TRUSS
F2 HUS26
HUS26
SDWC15600
r/
T T-1
(0 (0 (0 (0 F
'T -I- �T 1 11 Note: Reference detail 2a for installation angle limit
CID CID CID 0
co U) U) U) U)J
F1 -T--- if
U)
HUS26 HUS26 IF TT1', [n Ln
T_ TZ J:: 0
X T_
T- :D T_ z
SDWC INSTALLATION U
- - - - - - - - - - - - - - -
F
T-1-
HUS26
(3)1.75.xl 6 1 9E LVIL
Rafter to Top Plate shown
:C\l ce) (Truss to Top Plate similar)
IF
<
�k L_j__I
Til HUS26 LL �,L U_
FTA
z
X Lij
LL
41
FTA
IRECTLIJ
If
HUS26 11 < < <
l<
T-] S
T NT
If !LL LL LL U_ ILL LL LL
FTA4\ FTA
F
HUS26
V _�j _Lj
If C�
it OSI3 WALL SHEATHING CD r--- T-1 Do not install SDWC in
HHUS46 UN) hatched area
PER DETAIL 5E/S0.1 11 11-- 1_1
LL LL Zij
HUS26 D
_f__ T-1
_Cj
0
FG: SDWC15600
LLJ W
J\ ILL
MIN
U_ 1 1/2'
FX
04 2" M�
ix
5
2 TRUSS ROOF RAFTER NOTES: STRAPPING .,,,,NOTES SOA
SO.0
SDWC INSTALLATION RANGE
SO.1
STRAP TRUSSES AND ROOF RAFTERS TO BEARING
WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 FLOOR AND
SCREW UNLESS OTHERWISE NOTED
ROOF TRUSS
Rafter or Truss
X"' minimum edge PLACEMENT
distance for full
values (with or
PLAN
without a plate Splice may be in upper or
wer
plate
splice)
/-,a
DO NOT SCALE[DIMENSIONS FROM
TFESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
J14' from top plate CONTACT TFE E.O.R.
splice Offset
for full values STUD NOT DIRECT
PLAN NAME
11BELOW TRUSS
CATALINA
DESIGN/DRAWN/CHECKED
F L" 00RAND ROOP TRUSS PLACEMENT PLAN,,,,
CS RD LAP
DATE
SCALE: N.T.S.
07.23.14
SDWC AT TOP PLATE SPLICE
SCALE
NOTL
1. FASTEN ROOF' TRUSS TO TOP PLATE W/ 2-12d TOENAILS AND ASNOTED
UPLIFT CONNECTOR, SEE PLAN. LPA No.
TOLL-14-00372
CONTROL No.
5644
SHEET
,I I L'i;IJ
C)
J,
OR
r 10 ------ --------- ZI v nN
rill 0":
'11 V2
10.
0.
S1 .2
SHEET 6 OF8
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
LINE DESIGN�\TES SIDE OF WALL THE
SV. 3/6 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
3" O.C. EDGE & 6" D.C. "IN THE
FIELD"
DESIGNATES THE HEADER SIZE AND
(2)2x8-1/2 NUMBER OF PLYS DESINATES NUMBER,
HEADER SIZE & JACK/KING STUDS
NEEDED FOR SUPPORT HEADER. Lou Pontigo and
DESIGNATES THE SINGLE PLY HEADER Associates, Inc.
AND & JACK/KING STUDS NEEDED FOR
SUPPORT HEADER., SEE DETAIL 4/SO.O, 420 Osceola Avenue
BEAM OR TRUSS, SEE PLAN jax. Beach, Florida 32250
- Ph.242-0908 Fax. 241-9557
ANCHOR LEGEND FL: CA# 8344 SC:CA#3579
3��' A307 DIAMETER FULL HEIGHT
THREADED ROD, SEE DETAIL 12/SO.1
r
A307 DIAMETER FULL HEIGHT
\C
,E
THREADED ROD, SEE DETAIL 12/SO.1 10 E-
X5
V' A307 DIAMETER THREADED ROD Ni .
TERMINATES AT FIRST FLOOR TOP
PLATE, SEE DETAIL 12/SO.1
ft
THREADED ROD
A307 DIAMETER STxrE OF
TERMINATES AT FIRST FLOOR TOP
(95 t M
PLATE, SEE DETAIL 12/SO.1 0
C14 SHEATH WALL THRU LOWER
6 ROOF TO WALL BELOW SIMPSON HTT5 SEE DETAIL15/SO.1
Christopher J S a b o u r i n PE
00 ----------- -z- -------\ FL PE#71461
\ SIMPSON DTT2Z SEE DETAIL15/S0.1
LLI DATE
+61 ZVISIONS
SIMPSON LTT20B SEE DETAIL15/SO.1
< %
N 12" LONG LIGHT GAUGE STRAP
LSTA1 2 FASTEN TOTOP PLATE AND STUD
WITH 5-10d COMMONS
Ld
I--
C4
(10
WALL STUD SCHEDULE
STUD SIZE
26 FULL HEIGHT PLATE
X LOCATION
CONVENTIONAL STRAP WALL To HEIGHT & SPACING
WALL
BEAM BELOW PER DETAIL 8/SO.2 C4 2x4 SPF#2 0 16* O.C. FIELD ALTERATION
EXTERIOR
t/ MAX
2x6 SPF#2 0 16" O.C. p CONTRACTOR SHALL CONTACT LOU
EXTERIOR 10,_1 PON-nGO&ASSOCIATES PRIOR TO
MAX 2x4 SPF#2 0 12* D.C.
MAKJNG ANY STRUCTURAL FIELD
�,q 10'--1 TO C. MODIFICATIONS WHICH MAY VARY
EXTERIOR 2x6 SPF#2 0 16" 0.
14'-0" FROM THE INTENT OF THE ORIGINAL
T---7---q SEE 3/S0.1 FOR BEAM CONSTRUCTION DOCUMENTS.ANY
-0 2x4 SPF#2 0 16" D.C. FIELD ALTERNATIONS MADE PRIOR TO
INTERIOR 10'
CONN.(TYPICAL) BEING APPROVED BY LOU PONTIGO
MAX
9T ASSOCIATES MAY RESULT IN
12'-0" 2x6 SPF#2 0 16" O.C.
TONAL ENGINEERING OR
INTERIOR
MAX 2x4 SPF#2 0 12" D.C. ADD
(2)2x6
STUD NOTES:
1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
-"-(3)2,xl 2 (2)2xl 0
(2)2' 4 �SPF#2 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
X
CONTRACTOR MAY INCREASE STUD SIZE TO MEET
POST, 0 ARCHITECTURAL REQUIREMENTS.
X 0
3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
(D
I C14 YELLOW PINE.
X
-T- STRAP,,,,BEAM EACH',!-,
GIRDER BEAM D-f-� B(;VT. 6x6 POST. C14 C4
STRAO TO, 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
-HTS16
/2
E N D
cs 18
(3 POST BELOW W
5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
PTT 0 1 dI D E R// STRAPS.
To CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C.
MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
B
EL W W/2- 8 SHEARWALLS
I Uj
STRAPS.
>,X
C\j
COMBINED USE PANEL NOTES
1. EXTERIOR WALL SHEATHING SHALL BE
X
CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
LLJ SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
> U
0
2. SEE SHEET SO.0 FOR WALL SHEATHING
it"
m
<
SPECIFICATIONS.
csi-a- 4x4 P.T. SYP#2,
0
""�`- SEE DETAIL 10/S0.2. 3. UPPER MOST TOP PLATE SUPPORTING ROOF
MEMBERS SHALL BE STRAPPED AS SHOWN IN
(TYPICAL (4) PLACES)
U) DETAIL 1/SO.O
X
co 0
c\j I
X
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
C\j
3/SO.O
f C S 18 C14
r
Ln
(-2 Y2--;�l b-I GENERAL NOTES
A
U
1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
C14 SIZES AND SPACING. AT GIRDERS AND BEAMS,
PROMDE STUDS BELOW TO MATCH BEAM/GIRDER
CS18 "11@ BOTTOM 3: C,4 PLIES. z
OF STUD 4<
X 0 6
2. SEE SHEET SO.0 FOR ROOF AND FLOOR
C14 _j C/)
< Ld SHEATHING SPECIFICATIONS.
m DO 1,
U) V) 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
CS18 @ BOTTOM -j 44"
CS18 @ BOTTOM 'OX -j LLJ PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
OF STUD CIA
OF STUD Ln < TOGETHER PER DETAIL 6/SO.O
V)
Ld
lif 0
CS1 8 CK 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
(30
3/SO.O
L'i 0 Ld
> 6. AT SHEARWALLS, PROVIDE DIAPHRAGM
00 z ATTACHMENT PER DETAIL 5/SO.1
00 00 04 0
U)
CO 0
'7
V) 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT
TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1
((2)2xl 0-2/2) 9. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
F(2)�2x=6-1/1
F(2)2=x6-1=/1 AND HOLD DOWNS
19
2nd FLOOR
F rl A
Mt-MING
PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT TFIE E.O.R.
PLAN NAME
CATALINA
DESIGN/DRAWN/CHECKED
CS / RD /LAP
EC
ND tEVEL WALL FRAMING A N
DATE
SCALE: 1
4" 07.23.14
SCALE
AS NOTED
LPA No.
TOLL-14-00372
CONTROL No.
5644
SHEET
S1 .3
�,�SHE�ET7 _OF8
SYMBOLS LEGEND
HTS16 FDESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTES:
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
TRUSSAssociates, Inc.
FASTENING DETAILS 420 Osceola Avenue
Jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL:CA# 8344 SC:CA#3579
.141
'N 7P�14 6"�'l
5
SO.1 ST ATE 0 F 3
% C:!
OR IQ
STUD DIRECTLI
BELOW TRUSS TOP PLATE TO
�"*"
SDWC15600 STUD SDWC15600
LL1 Christopher"9111SAT" ourin PE
FL PE#71461
TRUSS TIE DOWN WITH SIMPSON SDWC
N�: FZEVISIONS DATE
Rafter to Top Plate shown
Truss to Top Plate similar
2x10 HIP, Optimal 22)T
FASTEN EACH 30' 10* 0'
END w/HTS16 0
�IrEJ <1 FIELD ALTEIRZATION
(2)2x4 POST
CONTRACTOR SHALL CONTACT LOU
STUD DIRECTLY PONTIGO ft ASSOCIATES PPJOR TO
N 'Arl 5 2 11BELOW TRUSS MAKING ANY STRUCTURAL FIELD
Y2"MOX I AR
FROM THE INTENT OF ORIGINAL
SO.0 SO.1
CONSTRUCTION DOCUMENTS.ANY
�Iv
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PO1',FnGO a
7 SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
STUD SDWC15600
INSPECTION FEES.
1 11 IF�ii
11. Sloped—roof rafters may be sloped up to and including
LL\\ 0/1
a 12:12 pitch and must be "birdsmouth" cut.
x6 R )OF 2. Reference detail 4 for installation instructions.
AFTE RS @
0 U:
I -FG ,I HH ;26-21 1 0
�4
C.
z
(0 CD SIMPSON SDWC INSTALLATION RANGE
04 C14 04
U) co U)
U) C14
IF( Uj
SO.1
0W
(D
H It
XZZA
C\l T
STUD NOT DIRECTLI U
T_ BELOW TRUSS
SDWC15600
(-"J3
I I F-1---i 1- 1 a' Nil
Note: Reference detail 2a for installation angle limit
Lf
SDWC INSTALLATION
U
EJ5 1' Aft \GGL(On
j
HUS26
EJb 2x6 bVLKIRAME
Ll
Rafter to Top Plate shown
RAFTERS @ :24 O.C. C]
(Truss to Top Plate similar)
EJ3 2 z
Uj
5 wl OVERFRAME LEDGER SO.1
SEE 9/S0'1
EJ3
EJ5
F=, -- -4 STUD NOT DIRECTLYi
< 17111 It LO SO.0 BEI OW TRI ISS
< < EJ3 I <
C' cc
EJ5
to I,- EJ3
Do not install SDWC in
hatched area
J3 0 0 0 co
Cy)
1.c
SDWC15600
EQ 10 110 0
11 11 11 1 rl ci I
1 1/2" MIN
Overha
F ng
2" MAX
0-
5
STRAPPING NOTES SDWC INSTALLATION PZANGE
TRUSS ROOF RAFTER NOTES: SO.0
STRAP TRUSSES AND ROOF RAFTE . S TO BEARING
A
N SDWC1 560'0 TRUSS
WITH 2-12D TOENAILS '& 1—SIMPSO
OTHERWISE NOTED,—
SCREW UNLESS
PLACEMENT
—Rafter or Truss
nimum edge
3C"' mi
distance for full PLAN
values (with or Splice may be in upper or
without a plate
ower plate
splice
DO NOT SCALE DIMENSIONS FROM
TFESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
K
ARCHITECTURAL DRAWINGS OR
A* from top plate CONTACT THE E.O.P
splice Offset
for full values
STUD NOT DIRECTL11
1113ELOW TRUS. ILAN NAME
C C
TALINA
A-
DESIGN/DRAWN/CHECKED
PLACEMENT P N
ROOF TRUSS
CS RD LAP
DATE
SCALE: N.T.S.
07.23.14
SDWC AT TOP PLATE SPLICE
SCALE
NOTE:
—12d TOENAILWS AND AS NOTED
1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2
UPLIFT CONNECTOR, SEE PLAN. LPA No.
TOLL-14-00372
CONTROL No.
5644
SHEET
$So ,
S104
SHEET 8 OF 8