Circle K - Yelm (Yelm & Killion), WA - SIP OTPSCALE
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ORDER NUMBER - POSITION
REVISION
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COVER PAGE
DATE
11/12/2024
81280 - 000
DAG
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If checked above, fabrication may begin.
The check does not authorize changes
to the sales order unless stated separately.
If checked above, fabrication will not
begin. Please mark necessary corrections
for resubmittal. Corrections made will
be limited to items marked up.
Reviewing of shop drawings is the responsibility of the customer.
Once these drawings are approved, the measurements and
dimensions become the responsibility of the customer/purchaser
of the panels. By signing below, the customer acknowledges:
1) the correctness of the prints (including any redline changes)
2) these prints are ready to enter into production
3) the customer gives PorterCorp approval to produce the
product according to these prints
PorterCorp is not responsible if any issues arise that would have
been prevented by the customers thorough panel review once the
plans are signed by the customer and received by PorterCorp.
As a supplier of SIP materials only, PorterCorp does not assume
responsibility for errors in design, engineering or dimensions.
Any subsequent alterations made after signing the documents
that result in field modifications costs or field technician visit costs
will be the responsibility of the customer.
THIS ORDER USES THE
FOLLOWING PANEL TYPES
TOP SKIN: 7/16" OSB
BOTTOM SKIN: 19/32" OSB
OSB TREATMENTS: NONE
TOP SKIN: 7/16" OSB
BOTTOM SKIN: 7/16" OSB
OSB TREATMENTS: NONE
TOP SKIN: 7/16" OSB
BOTTOM SKIN: 7/16" OSB
OSB TREATMENTS: NONE
SIP WALL PANEL:
SIP ROOF PANEL:
SIP FLOOR PANEL:
THIS CHECKLIST IS PROVIDED TO ASSIST
CUSTOMERS WITH THE REVIEW OF THE
SIP PANEL LAYOUT DRAWINGS AGAINST
THE INFORMATION PROVIDED ON FILE.
THIS HELPS TO ENSURE THE QUALITY OF
THE SIP PRODUCT AND EASE OF
CONSTRUCTION IN THE FIELD.
SIP DRAWING SET IS BASED OFF:
1) ARCHITECTURAL DWGS DATED:
2) STRUCTURAL DWGS DATED:
3) CAD DRAWINGS DATED:
R-VALUE
@ 75° F
U-FACTOR
@ 75° F
R-VALUE
@ 25° F
U-FACTOR
@ 25° F
R-VALUE
@ -25° F
U-FACTOR
@ -25° F
4-5/8"
6-5/8"
8-3/8"
10-3/8"
12-3/8"
3-3/4"
CORE
THICKNESS
EPS TYPE 1
5-3/4"
7-1/2"
9-1/2"
11-1/2"
15.6
23.3
NOMINAL
PANEL
THICKNESS
(7/16" OSB)
30.1
37.9
45.6
0.064
0.043
0.033
0.026
0.022
16.9
25.4
32.8
41.3
49.8
0.059
0.039
0.030
0.024
0.020
18.5
27.8
33.9
42.6
51.4
0.054
0.036
0.028
0.022
0.018
12
SIP PANEL
ELEVATION MARKER
SLOPE MARKER
CONCRETE
WINDOW / DOOR
N
1
A-1.1 DETAIL CALLOUT
A-1.1
1 SECTION MARKER
1 REVISION
1 HOLD DOWN
X
PLAN NORTH
DESIGN CODE: 2021 WSBC
SNOW LOAD:
Pg = 18 PSF
ROOF LOADS:
LL = 20 PSF
DL = PER PLAN
WIND LOAD:
Wind Speed: 97 MPH
Wind Exposure: C
SEISMIC DESIGN:
Ss = 1.294
Si = 0.468
Design Category: D
Site Class: D
A.B. = ANCHOR BOLTS
EXT. = EXTERIOR
INT. = INTERIOR
O.C. = ON CENTER
R.O. = ROUGH OPENING
SIM. = SIMILAR
S.F.B.O. = STICK FRAMED BY OTHERS
SJS = INSULATED HEADER
TRIM. = TRIMMER
TYP. = TYPICAL
U.N.O. = UNLESS NOTED OTHERWISE
TYPICAL PANEL NUMBERING SYSTEM:
100 SERIES = SIP WALL PANEL NUMBERS
400 SERIES = SIP FLOOR PANEL NUMBERS
600 SERIES = SIP ROOF PANEL NUMBERS
W-0.0 COVER PAGE
W-0.1 GENERAL NOTES
W-0.2 GENERAL NOTES
W-0.3 GENERAL NOTES
W-1.0 FIRST FLOOR PLAN
W-1.1 HOLD DOWN LOCATIONS
W-2.0 NORTH / SOUTH ELEV.
W-2.1 WEST / EAST ELEVATION
W-2.2 WALL ELEVATIONS
W-2.3 WALL ELEVATIONS
W-2.4 WALL ELEVATIONS
W-3.1 ROOF PANEL PLAN
W-4.0 BUILDING SECTION
W-4.1 BUILDING SECTION
W-5.0 CONSTRUCTION DETAILS
W-5.1 CONSTRUCTION DETAILS
W-5.2 CONSTRUCTION DETAILS
W-5.3 CONSTRUCTION DETAILS
W-5.4 CONSTRUCTION DETAILS
W-5.5 CONSTRUCTION DETAILS
OUTSIDE SKIN: 7/16" OSB
INSIDE SKIN: 7/16" OSB
OSB TREATMENTS: NONE
OUTSIDE SKIN: 7/16" OSB
INSIDE SKIN: 7/16" OSB
OSB TREATMENTS: NONE
PERMIT SET
NOTE:
DUE TO SEISMIC CATEGORY D, CONSTRUCTION
ADHESIVE IS NOT PERMITTED AT THE SIP PANEL JOINT CONNECTIONS.
HOWEVER, CONSTRUCTION ADHESIVE IS ALLOWED WHEN JOINING
MULTI-PLY LUMBER PIECES TOGETHER. STAPLES ARE NOT PERMITTED
AT THE SIP PANEL JOINTS, ONLY SPECIFIED NAILS.
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NONE
DBA Pinnacle Engineering, Inc.
Engineering Company License Number 21006421
8180 Corporate Park Drive
Suite 235
Cincinnati, Ohio 45242
(513) 984-1663
wwww.pinneng.com
projects@pinneng.com
AWFO
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11/11/2024
81280 - 001
SCALE
DATE
11/12/2024
ORDER NUMBER - POSITION
REVISION DATE
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GENERAL NOTES
W-0.1
DAG
ENGINEERING SEAL (IF REQ'D)
DESIGN CRITERIA:
BUILDING CODE: 2021 WASHINGTON STATE BUILDING CODE (BASED ON 2021 IBC)
OCCUPANCY CATEGORY = II
LIVE LOAD
ROOF LIVE LOAD: 20 PSF
GROUND SNOW LOAD (Pg): 18 PSF
FLAT ROOF SNOW LOAD (Pf): 18 PSF
SNOW EXPOSURE FACTOR (Ce): 1.0
SNOW LOAD IMPORTANCE FACTOR (I): 1.0
THERMAL FACTOR (Ct): 1.1
NOTE: ADDITIONAL LOADING DUE TO DRIFTING AT CHANGES IN ROOF ELEVATIONS AND ICE AT
OVERHANGS PER APPLICABLE CODE.
DEAD LOAD
ROOF DEAD LOAD: PER FRAMING PLAN PSF
WIND LOAD
BASIC WIND SPEED (V): 97 MPH
WIND IMPORTANCE FACTOR (I): 1.0
EXPOSURE CATEGORY: C
SEISMIC LOAD
DESIGN CATEGORY: D
SITE CLASSIFICATION: D
SEISMIC IMPORTANCE FACTOR (Ie): 1.0
MAPPED SPECTRAL RESPONSE ACCELERATION
Ss = 1.294
S1 = 0.468
SPECTRAL RESPONSE COEFFIENTS
SDs = 0.863
SD1 = 0.571
NOTE: THE STRUCTURE IS DESIGNED FOR THE ABOVE LIVE LOADS IN ADDITION TO THE LATERAL
LOADS, SUPERIMPOSED DEAD LOADS AND SELF-WEIGHT OF THE STRUCTURE. WHERE
APPLICABLE, THE LIVER LOADS ARE REDUCED IN ACCORDANCE WITH THE PROVISIONS OF
THE BUILDING CODE. THE SNOW LOADS ON LOWER ROOFS ADJACENT TO HIGH ROOFS
OR SLOPED ROOFS ARE INCREASED FOR THE EFFECT OF DRIFTING.
BUILDING IS NOT DESIGNED FOR FUTURE VERTICAL OR HORIZONTAL EXPANSION.
CLICK CODE TO REFERENCE
WEBSITE FOR INSTALLATION
GUIDE, NTA REPORT OR
CONSTRUTION DETAILS /
TECHNICAL BULLETINS
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PERMIT SET
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1. POST INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION
DOCUMENTS. DO NOT USE IMPACT WRENCH TO SET OR TIGHTEN POST-INSTALLED ANCHORS.
ALL POST-INSTALLED ANCHORS SHALL BE TORQUED TO MANUFACTURE'S REQUIREMENTS. ALL
POST-INSTALLED ANCHORS SHALL REQUIRE CONTINUOUS SPECIAL INSPECTION PER LOCAL CODE.
2. ADHESIVE ANCHORS (CONCRETE): COMPLY WITH ICC AC 308, AND SHALL BE ONE OF THE
FOLLOWING:
1. SIMPSON SET-XP (ICC-ES ESR-2508)
2. HILTI HIT-HY 200 (ICC-ES ESR-2322) OR APPROVED EQUAL
3. EXPANSION ANCHORS (CONCRETE): COMPLY WITH ICC AC 193, AND SHALL BE ONE OF THE
FOLLOWING:
1. SIMPSON STRONG-BOLT WEDGE ANCHOR (ICC-ES ESR-1771) OR APPROVED EQUAL
4. SCREW ANCHORS (CONCRETE): COMPLY WITH ICC AC 193, AND SHALL BE ONE OF THE
FOLLOWING:
1. SIMPSON TITEN HD (ICC-ES ESR-2713) OR APPROVED EQUAL.
5. MINIMUM EMBEDMENT OF BOLTS IN GROUT, OR CONCRETE: AS NOTED ON SIP DETAIL PAGE.
6. POST INSTALLED ANCHORS TO BE INSTALLED IN CONCRETE BASE MATERIAL SHALL HAVE
CURRENT ICC APPROVAL FOR USE IN BOTH CRACKED AND UNCRACKED CONCRETE IN
ACCORDANCE WITH ACI 355.2, ICC ES AC193, AND ICC ES AC308.
POST-INSTALLED ANCHORS:
POST INSTALLED ANCHORS (CONT.)
7. POST INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIED IN THE DRAWINGS. THE
CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER OF RECORED PRIOR TO USING POST
INSTALLED ANCHORS IN PLACE OF MISSING OR INCORRECTLY LOCATED CAST-IN-PLACE ANCHORS.
CARE SHOULD BE TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH
EXISTING REBAR.
8. POST INSTALLED ANCHORS IN CONCRETE OR CONCRETE MASONRY UNITS WHEN NOT EXPOSED
TO EARTH, WEATHER, OR CORROSIVE ENVIRONMENT SHALL BE AS NOTED BELOW:
- EXPANSION ANCHORS SHALL BE STUD TYPE WITH A STEEL EXPANSION SLEEVE (WEDGE) AND ZINC
COATING IN ACCORDANCE WITH ASTM B633.
- THREADED ANCHOR RODS FOR EPOXY ADHESIVE ANCHORS IN CONCRETE SHALL BE ASTM A193
GRADE B7, ASTM A36, ASTM F1554 GRADE 36 OR AS NOTED IN THE DRAWINGS.
-POST INSTALLED ANCHORS IN CONCRETE OR CONCRETE MASONRY UNITS WHEN EXPOSED TO
EARTH, WEATHER, OR CORROSIVE ENVIRONMENT SHALL BE MANUFACTURED FROM AISI 304/316
STAINLESS STEEL.
-HOLES SHALL BE DRILLED WITH A BIT AND SHALL BE CLEAN & FREE OF DUST USING A METHOD
THAT COMPLIES WITH ALL THE MANUFACTURER'S WRITTEN INSTRUCTIONS. DO NOT CUT OR
DAMAGE REINFORCING STEEL OR TENDONS DURING DRILLNG OPERATIONS.
WOOD CONSTRUCTION
1. STRUCTURAL SAWN LUMBER, GLUED LAMINATED TIMBER AND CONNECTIONS HAVE BEEN
DESIGNED IN ACCORDANCE WITH THE 2018 NATIONAL DESIGN SPECIFICATIONS FOR WOOD
CONSTRUCTION.
2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH THE APA "1998 PLYWOOD DESIGN
SPECIFICATION".
3. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING
ALLOWABLE DESIGN STRESSES:
MICROLAM LVL
E = 1900 KSI
Fb = 2600 PSI
Fc(par) = 2310 PSI
Fc(perp) = 750 PSI
Fv = 285 PSI
PARALLAM PSL
E = 2000 KSI
Fb = 2900 PSI
Fc(par) = 2900 PSI
Fc(perp) = 650 PSI
Fv = 290 PSI
TIMBER STRAND LSL
E = 1500 KSI
Fb = 2250 PSI
Fc(par) = 1950 PSI
Fc(perp) = 650 PSI
Fv = 285 PSI
4. ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PS2-
10 PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL - SIP PANELS".
5. PREFABRICATED WOOD I-JOIST SHALL CONFORM TO ASTM D 5055
6. ROOF SHEATHING OVER WOOD FRAMING: USE 1/2" A.P.A. RATED PLYWOOD WITH EXTERIOR GLUE
PS 1 OR A.P.A. RATED ORIENTED STRAND BOARD (O.S.B.) WITH EXTERIOR GLUE PS 2, 32/16
SPAN INDEX. PANEL EDGES SHALL BEAR ON THE FRAMING MEMBER AND BUTT ALONG THEIR
CENTER LINE. STAGGER JOINTS. FASTEN SHEATHING WITH 8d COMMON, 0.131 x 2 1/2"
FASTENER SPACINGS SHALL BE 6" O.C. AT DIAPHRAGM BOUNDARY NAILING AND AT SUPPORTED
PANEL EDGES, AND 12" O.C. AT INTERMEDIATE SUPPORTS INCLUDING EACH OF ANY MULTIPLE
MEMBERS. MINIMUM EDGE DISTANCE 3/8" WITH 1/8" GAP BETWEEN SHEETS. LAY UP SHEATHING
WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. SHEATHING SHALL CONFORM TO ICC
ESR-2586.
7. PROVIDE ONE LINE OF BRIDGING FOR EACH 8'-0" OF SPAN FOR ROOF JOISTS AND FLOOR JOISTS.
THE BRIDGING SHALL CONSIST OF 1" BY 3" LUMBER, DOUBLE NAILED AT EACH END OR
EQUIVALENT METAL BRACING OF EQUAL RIGIDITY OR FULL DEPTH SOLID BLOCKING.
8. JOIST SHALL BE SUPPORTED LATERALLY AT THE ENDS AND AT EACH SUPPORT BY SOLID
BLOCKING NOT LESS THAN 2" IN THICKNESS AND THE FULL DEPTH OF THE JOIST.
9. HOLES BORED IN JOISTS SHALL NOT BE WITHIN 2" OF THE TOP OR BOTTOM OF THE JOIST AND
THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST. BORING
HOLES IN PRE-ENGINEERED JOIST ARE NOT ALLOWED WITHOUT APPROVAL FROM THE
MANUFACTURER.
10. JOIST FRAMING FROM OPPOSITE SIDE OF A BEAM, GIRDER OR BEARING WALL SHALL BE LAPPED
AT LEAST 3".
11. JOIST FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY FRAMING
ANCHORS OR JOIST HANGERS.
12. ALL STRUCTURAL LUMBER FOR STUDS AND FRAMING LUMBER GRADE (MINIMUM): SPF NO.2 OR
BETTER, UNLESS NOTED OTHERWISE.
13. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE TOP PLATES INSTALLED
TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOISTS IN DOUBLE TOP
PLATES SHALL BE OFFSET AT LEAST 48" AND SHALL BE NAILED WITH NOT LESS THAN (8) 16D
FACE NAILS ON EACH SIDE OF THE JOINT.
14. BOLTS AND LAG SCREWS SHALL CONFORM TO ASTM A307.
15. NAILS, SPIKES AND STAPLES SHALL CONFORM TO ASTM F-1667.
16. THE NAILING SCHEDULE FOR WOOD FRAMING ELEMENTS SHALL COMPLY WITH THE
BUILDING CODE OF RECORD.
17. LUMBER SHALL BE HANDLED AND COVERED AS TO PREVENT MARRING AND MOISTURE
ABSORBTION FROM SNOW OR RAIN UNTIL THE BUILDING IS ENCLOSED.
18. ERECTION OF STRUCTURAL TIMBER FRAMING SHALL BE IN ACCORDANCE WITH AITC-105 AND
THE CODE OF STANDARD PRACTICE AITC-106.
19. FABRICATED WOOD STRUCTURAL ELEMENTS AND ASSEMBLIES OF WOOD CONSTRUCTION,
SUCH AS WOOD TRUSSES, SHALL BE BY AN APPROVED FABRICATOR OR MANUFACTURE.
20. FASTENERS, INCLUDING NUTS AND WASHERS, IN CONTACT WITH PRESERVATIVE-TREATED
WOOD SHALL BE OF HOT-DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL,
SILICON BRONZE OR COPPER.
WOOD CONSTRUCTION (CONT.)
DBA Pinnacle Engineering, Inc.
Engineering Company License Number 21006421
8180 Corporate Park Drive
Suite 235
Cincinnati, Ohio 45242
(513) 984-1663
wwww.pinneng.com
projects@pinneng.com
AWFO
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24015241
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11/11/2024
81280 - 002
SCALE
DATE
11/12/2024
ORDER NUMBER - POSITION
REVISION DATE
NTS
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GENERAL NOTES
W-0.2
DAG
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ENGINEERING SEAL (IF REQ'D)
PREFABRICATED WOOD TRUSSES
I. SUBMITTALS
A. WOOD TRUSS SHOP DRAWINGS
1. TRUSS LAYOUT DEPICTING THE TRUSS ID AND LOCATION, SPACING, SPANS, GIRDER
LOCATIONS, PIGGYBACK BASE AND CAP LOCATION AND REQUIRED HANGERS AND/OR CLIPS.
EXACT PLACEMENT TO BE DETERMINED BY THE TRUSS MANUFACTURE.
2. TRUSS SHOP DRAWINGS AND CALCULATIONS SEALED BY A REGISTERED PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF THE PROJECT. DESIGN LOADS LISTED SHALL BE BASED
ON SITE SPECIFIC WIND AND GROUND SNOW LOADS AND MEET ALL STATE AND LOCAL
BUILDING CODES. ALL BRACING REQUIREMENTS NOTED ON THE SHOP DRAWING.
3. SUBMIT SEALED SHOP DRAWINGS AND CALCULATIONS FOR REVIEW TO ARCHITECT / E.O.R./
SIP ENGINEER FOR THE ASSEMBLY OF PREFABRICATED, ENGINEERED WOOD TRUSSES AND TRUSS
GIRDERS, TOGETHER WITH ALL BRACING, CONNECTIONS AND OTHER STRUCTURAL ELEMENTS.
B. QUALITY ASSURANCE
1. ALL PREFRABICATED WOOD TRUSSES SHALL BE DESIGNED TO MEET THE JOB SITE LOADING
REQUIREMENTS. FABRICATION AND ERECTION SHALL BE PER TRUSS PLATE INSTITUTE,
AMERICAN FOREST PORDUCTS ASSOCIATION, WOOD TRUSS COUNCIL OF AMERICA AND
NATIONAL DESIGN STANDARD SPECIFICATIONS.
2. WOOD TRUSSES SHALL BE DESIGNED BY THE TRUSS MANUFACTURE. THE
MANUFACTURE'S ENGINEER SHALL BE RESPONSIBLE FOR THE DESIGN ADEQUACY AND SAFETY
OF ALL WOOD TRUSSES.
3. FOR TRUSSES BROKEN OR SPLIT WEBS / CHORDS, DAMAGED OR MISSING PLATES OR ANY
FIELD MODIFICATIONS, THE FOLLOWING INFORMATION NEEDS TO BE RELAYED TO THE TRUSS
MANUFACTURE'S ENGINEER:
-TRUSS ID
- LOCATION OF TRUSS ON LAYOUT
- IS TRUSS INSTALLED OR ON GROUND
- EXACT LOCATION AND DIMENSION OF BREAK OR DAMAGE
- PHOTOGRAPH OF AREA IN QUESTION
C. MATERIALS
1. TOP CHORDS, BOTTOM CHORDS AND WEBS CONSISTING OF MSR/MEL LUMBER TO MEET
DESIGN REQUIREMENTS. LUMBER SHOULD BE FREE OF DEFECTS, SUCH AS KNOTS, WANE OR
SPLITTING.
2. ATTACHMENTS OF CHORDS OR WEBS SHALL BE A GALVANIZED METAL PLATE IN
ACCORDANCE TO ANSI / TPI 1 -20 1 4. PLATE SIZE AND PLACEMENT TO MATCH
REQUIREMENTS NOTED ON TRUSS DRAWING. DAMAGED, MIS-ALLIGNED OR PULLED OUT
PLATES MUST BE REVIEWED BY TRUSS MANUFACTURE'S ENGINEER.
3. CONNECTIONS OF WOOD TRUSSES SHALL BE MADE WITH APPROPRIATE TRUSS HANGERS
SIZED BY TRUSS MANUFACTURE. HANGERS, CLIPS OR HOLD DOWNS MANUFACTURED BY
SIMPSON STRONG-TIE COMPANY OR AN APPROVED ALTERNATIVE FOR LOADS SPECIFIED.
D. HANDLING & INSTALLATION
1. INSPECT TRUSSES UPON ARRIVAL TO JOB SITE FOR CONFORMANCE WITH TRUSS DRAWINGS,
DAMAGED OR MISSING PLATES, CRACKED OR BROKEN MEMBERS OR ANY OTHER DAMAGE.
DO NOT CUT OR DRILL HOLES INTO ANY TRUSS MEMBER OR METAL CONNECTOR.
2. THE DESIGN AND ERECTION OF WOOD TRUSSES, INCLUDING PERMANENT BRACING AND
TEMPORARY BRACING, SHALL CONFORM TO THE COMMENTARY AND RECOMMENDATIONS OF
THE TRUSS PLATE INSTITUTE.
CLICK CODE TO REFERENCE
WEBSITE FOR INSTALLATION
GUIDE, NTA REPORT OR
CONSTRUTION DETAILS /
TECHNICAL BULLETINS
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PERMIT SET
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SIP GENERAL / STANDARD NOTES:
I . BEFORE ASSEMBLING THE PORTERSIP PACKAGE, PORTERCORP REQUIRES THE PANEL INSTALLER,
GENERAL CONTRACTOR, PROJECT MANAGER, DEVELOPER AND ARCHITECT TO BE FAMILIAR WITH
THE PORTERSIP INSTALLATION DRAWINGS. BY USE OF THESE SIP DRAWINGS AND DOCUMENTS,
THE GENERAL CONTRACTOR, DEVELOPER AND PROJECT MANAGER CERTIFY THAT THEY HAVE
STUDIED THESE SUBMITTAL DRAWINGS AND ACCEPT THE CONTENT.
2. PORTERCORP PUTS FORTH GREAT EFFORT TO PRODUCE THE MOST COMPLETE SET OF
SUBMITTAL DRAWINGS POSSIBLE BASED ON THE MOST RECENT SET OF ARCHITECTURAL
DRAWINGS PROVIDED. IT IS THE RESPONSIBILITY OF THE ARCHITECT TO CHECK AND VERIFY ALL
DIMENSIONS, NOTES AND DETAILS ON THE PANEL DRAWINGS FOR CONFORMITY WITH THE
CONSTRUCTION DOCUMENTS AND EXISTING CONDITIONS PRIOR TO BEGINNING THE PROJECT.
3. IT IS NOT PORTERCORP'S RESPONSIBILITY TO VERIFY CODE REQUIREMENTS. THIS
RESPONSIBILITY WILL BE THE GENERAL CONTRACTOR, DEVELOPER AND PROJECT MANAGER.
4. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE A LEVEL AND
SQUARE FOUNDATION / SLAB TO SAFEGUARD A GOOD FIT OF THE PORTERSIP PRODUCT.
PORTERCORP WILL NOT ASSUME RESPONSIBILITY FOR ANY VARIANCES FROM THE FINAL SIGNED
PANEL DRAWINGS AND SPECIFICATIONS OR ADJUSTMENTS REQUIRED RESULTING FROM THE
CONDITIONS REALIZED ON THE SITE, AND IT IS THE SOLITARY RESPONSIBILITY OF THE GENERAL
CONTRACTOR.
5. ALL STATED DIMENSIONS DEMONSTRATED ON THESE DRAWINGS, SECTIONS AND DETAILS
TAKE PRIORITY OVER SCALED DRAWINGS.
6. THE INSTALLER/GC SHALL ASSUME RESPONSIBILITY TO DETERMINE ALL MATERIALS
REQUIRED FOR PROPER SIP PANEL INSTALLATION. THIS INCLUDES MATERIALS SUPPLIED BY
PORTER AND ADDITIONAL MATERIALS REQUIRED TO COMPLETE THE SIP INSTALLATION. ALL
LUMBER TO BE SPF #2 OR BETTER GRADE.
7. THE INSTALLER/GC IS RESPONSIBLE TO ENSURE PROPER SIP PANEL INSTALLATION WITH
ADHESIVE AND FOAM FOLLOWING THE CONNECTION DETAILS PROVIDED. IT IS IMPORTANT TO
AVOID ANY POTENTIAL AIR LEAKS OR CONDENSATION ISSUES.
8. FOR SIP ROOFS, INSTALL A VAPOR-PERMEABLE ROOF MEMBRANE AFTER ALLOWING ROOF
TO DRY IF THE ROOF BECOMES WET. APPLY SIP TAPE AT THE PANEL JOINTS ON THE "WARM" SIDE
OF THE ROOF. IN MOST COLD CLIMATES, TAPE SHOULD BE PLACED ON THE INTERIOR SIDE OF
PANELS. IN HOT AND HUMID CLIMATES, SUCH AS GULF COAST AND FLORIDA, THE TAPE SHOULD
BE PLACED ON THE EXTERIOR OF PANELS.
9. AN AIR TIGHT BUILDING IS CREATED WHEN A SIP BUILDING IS PROPERLY SEALED. IT IS THE
GC'S RESPONSIBILITY TO ENSURE THE VENTILATION OF THE BUILDING WILL MEET PROPER
HUMIDITY LEVELS AND AIR QUALITY.
1 0. THE INSTALLER/GC MAY EXPERIENCE GROWTH IN PANELS AT PANEL JOINTS DUE TO VARIABLES
SUCH AS LUMBER THICKNESS, SIP PANEL SWELLING, FABRICATION TOLERANCES, ETC. FIELD
CUTTING THE SIP PANEL MAY BE REQUIRED TO MAINTAIN THE DIMENSION ON THE PLANS. ADVICE
CAN BE GIVEN ON THIS ISSUE BY CONTACTING OUR QUALITY CONTROL DEPARTMENT.
SIP GUIDELINES:
SIP DELIVERY / STORAGE
COORDINATION OF TRADES:
AFTER THE SIP STRUCTURE HAS BEEN ASSEMBLED, ANY ALTERATIONS, CUTS,
PENETRATIONS, DAMAGE, ETC. OF THE INTERIOR AND/OR EXTERIOR OSB SKINS
OF THE SIP PANELS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
IF FOR ANY REASON, FIELD MODIFICATIONS OF THE SIP PANELS ARE REQUIRED,
IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND PROJECT MANAGER
TO NOTIFY PORTERCORP, PRIOR TO FIELD MODIFICATION, FOR APPROVAL.
SIP PANELS ARE OFTEN DELIVERED VIA TRACTOR AND FULL-LENGTH TRUCK. DUE TO THE SIZE AND
WEIGHT OF THE TRUCK, AN IMPROVED ROADWAY SURFACE WITH SUFFICIENT CLEARANCE
(APPROX. 13') IS REQUIRED. THE OFF-LOADING OF PANELS IS THE RESPONSIBILITY OF THE
INSTALLER / GC. LARGE CAPACITY FORKLIFT WITH MINIMUM 5' FORKS OR FORK EXTENSIONS IS
RECOMMENDED. IN ORDER TO REDUCE FREIGHT COSTS AND REDUCE THE NUMBER OF TRUCKS
REQUIRED, SIP PANELS ARE NOT SHIPPED IN NUMERICAL SEQUENCE. FOR ORDERS OF 3 TRUCKS OR
LARGER, COLOR CODES WILL BE USED TO GROUP THE PANELS BY AREAS OF THE BUILDING AND
THESE COLOR GROUPS WILL BE SHIPPED TOGETHER.
PANELS WILL BE DELIVERED WRAPPED IN HEAT SHRINK PLASTIC. IF FOR ANY REASON THE PANELS ARE
NOT WRAPPED WHEN ARRIVAL, TARP THEM TO PROTECT FROM THE ELEMENTS AND USE SUPPORTS
APPOXIMATELY EVERY 8' MAXIMUM TO KEEP PANELS ELEVATED AND UNIFORM ON LEVEL GROUND.
EXTENDED STORAGE FOR MORE THAN 60 DAYS MAY CREATE PROBLEMS WITH THE SIP PANELS,
SUCH AS EDGE SWELLING OR MOLD AND MILDEW OF WHICH PORTER WILL NOT ASSUME
RESPONSIBILITY FOR.
1. ALWAYS HANDLE SIPS WITH CARE. DO NOT LIFT PANELS BY TOP SKIN OR DROP ON CORNERS.
2. USE MANUFACTURE CONSTRUCTION SEALANT ON ALL WOOD TO WOOD CONNECTIONS.
USE MANUFACTURE FOAM SEALANT ON WOOD TO EPS AND EPS TO EPS CONNECTIONS.
FILL ALL VOIDS WITH EXPANDING FOAM.
3. SIP WALL PANELS CANNOT BEAR DIRECTLY ON CONCRETE. TREATED LUMBER WITH SILL SEAL
REQUIRED UNDER SIP OSB SKINS. TREATED PLATE TO BE RIPPED TO WIDTH OF SIP WALL PANELS.
CLEAN DEBRIS FROM SILL PLATE BEFORE INSTALLING SIP PANELS.
4. PROVIDE LEVEL AND SQUARE FOUNDATIONS OR FLOOR DECKS TO SUPPORT SIP WALLS.
TOLERANCES SHOULD BE 1/4" OR LESS IN 40'-0".
5. DO NOT INSTALL RECESSED CAN LIGHTING INTO SIP PANELS, AS THE HEAT CAN DAMAGE THE EPS
FOAM CORE.
6. DO NOT CUT OSB SKINS FOR ELECTRICAL WIRE CHASES, USE FACTORY PROVIDED WIRE CHASES
(1" DIAMETER). PLUMBING IS NOT ALLOWED INSIDE SIP PANELS.
7. USE TRUFAST SIP FASTENERS TO SECURE SIP PANELS. DO NOT OVER TIGHTEN SCREWS,
WASHERS ARE RECOMMENDED TO PREVENT OVERTIGHTENING. USE SIPTP SCREWS FOR SIP TO
WOOD CONNECTIONS, SIPLD SCREWS FOR SIP TO 18 GA THRU 22 GA METAL CONNECTIONS AND
SIPHD SCREWS FOR SIP TO 16 GA THRU 1/4" STEEL. PROPER DRILL RPM MUST BE MAINTAINED
FOR SIPHD SCREWS TO PREVENT DRILL TIP BURN OUT.
8. LUMBER GRADE USED IN SIP PANELS TO BE MINIMUM #2 SPF OR BETTER, KILN DRIED.
9. 12-3/8" SIP PANEL WEIGHS 3.8 PSF, 10-3/8" SIP PANEL WEIGHS 3.6 PSF, 8-3/8"
SIP PANEL WEIGHS 3.5 PSF, 6-5/8" SIP PANEL WEIGHS 3.3 PSF & 4-5/8" SIP PANEL WEIGHS 3.2
PSF (DOES NOT INCLUDE ANY LUMBER OR SPLINES INSTALLED IN PANEL).
1 0. MECHANICAL VENTILATION IS RECOMMENDED, SUCH AS HRV OR ERV. CONSULT AN HVAC
CONTRACTOR TO PROPER SIZE MECHANICAL SYSTEMS.
1 1. ALL NAILS SUPPLIED BY CONTRACTED INSTALLER.
1 2. PROTECT SIP PANELS FROM THE ELEMENTS AFTER INSTALLATION.
DBA Pinnacle Engineering, Inc.
Engineering Company License Number 21006421
8180 Corporate Park Drive
Suite 235
Cincinnati, Ohio 45242
(513) 984-1663
wwww.pinneng.com
projects@pinneng.com
AWFO
ETATS
MI C H A E L STREIC
H
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N E N G I N EER
IS
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P
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S T E R E D
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24015241
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11/11/2024
81280 - 0025
SCALE
DATE
11/12/2024
ORDER NUMBER - POSITION
REVISION DATE
NTS
Ci
r
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K
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m
W
A
GENERAL NOTES
W-0.3
DAG
.
.
.
ENGINEERING SEAL (IF REQ'D)CLICK CODE TO REFERENCE
WEBSITE FOR INSTALLATION
GUIDE, NTA REPORT OR
CONSTRUTION DETAILS /
TECHNICAL BULLETINS
.
PERMIT SET
...
...
...
...
2015 & 2018 IBC 2021 IBC INSPECTION
CONDITION SPECIAL INSPECTION DESCRIPTION
1705.1.1 1705.1.1 ALL ALL DRILLED AND EPOXIED ANCHOR BOLTS
1705.3, TABLE
1705.3, TYPE 3
1705.3, TABLE
1705.3, TYPE 3
1705.3, TABLE
1705.3, TYPE 12
1705.3, TABLE
1705.3, TYPE 12
ALL
ALL
1705.11.1 1705.12.1
IN WIND EXPOSURE
CATEGORY B, WHERE
V ult IS 154 MPH OR
GREATER.
IN WIND EXPOSURE
CATEGORY C OR D,
WHERE V ult IS 141
MPH OR GREATER.
ALL ANCHORS CAST IN CONCRETE
INSPECT FORM WORK FOR SHAPE, LOCATION
AND DIMENSIONS OF THE CONCRETE BEING
FORMED.
WHERE THE FASTENER SPACING AT PANEL
EDGES IS 4 INCHES OR LESS, INSPECT
NAILING, BOLTING, ANCHORING AND OTHER
FASTENING OF ELEMENTS OF THE SEISMIC
FORCE-RESISTING SYSTEM, INCLUDING
WOOD SHEAR WALLS, WOOD DIAPHRAGMS,
DRAG STRUTS, BRACES, SHEAR PANELS
AND HOLD DOWNS.
SPECIAL INSPECTIONS:
1. PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL
BUILDING CODE FOR THE ITEMS SHOWN BELOW.
2. SPECIAL INSPECTORS SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDING OFFICIAL
DEMONSTRATING THE COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING OF THE SPECIAL
INSPECTORS WHO WILL PERFORM THE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION.
EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHERE THE DOCUMENTED
EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OF SPECIAL INSPECTION
OR TESTING ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MATERIAL QUALITIES.
3. SPECIAL INSPECTORS SHALL KEEP RECORDS OF SPECIAL INSPECTIONS AND TESTS. THE
SPECIAL INSPECTORS SHALL SUBMIT REPORTS OF SPECIAL INSPECTIONS AND TESTS TO THE
BUILDING OFFICIAL, AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE.
REPORTS SHALL INDICATE THAT WORK INSPECTED OR TESTED WAS OR WAS NOT COMPLETED IN
CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF IT IS NOT
CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING
OFFICIAL, AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR
TO THE COMPLETION OF THAT PHASE OF THE WORK. A FINAL REPORT DOCUMENTING REQUIRED
SPECIAL INSPECTIONS AND TESTS, AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE
INSPECTIONS OR TESTS, SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON, PRIOR TO
THE START OF WORK BY THE OWNER OR OWNER’S REPRESENTATIVE TO THE BUILDING OFFICIAL
PRIOR TO THE ISSUANCE OF CERTIFICATE OF OCCUPANCY.
4. ITEMS REQUIRING PERIODIC SPECIAL INSPECTIONS PER CHAPTER 17 OF THE INTERNATIONAL
BUILDING CODE FOR THIS SIP BUILDING CONSTRUCTION ARE AS FOLLOWS:
DBA Pinnacle Engineering, Inc.
Engineering Company License Number 21006421
8180 Corporate Park Drive
Suite 235
Cincinnati, Ohio 45242
(513) 984-1663
wwww.pinneng.com
projects@pinneng.com
AWFO
ETATS
MI C H A E L STREIC
H
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N E N G I N EER
IS
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24015241
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81280 - 003
SCALE
DATE
11/12/2024
ORDER NUMBER - POSITION
WALL PLAN
REVISION DATE
W-1.0
3/16" = 1'-0"
Ci
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m
W
A
DAG
.
.
.
.
...
...
...
...
WIRE CHASE
HORIZONTAL WIRECHASE @ 16" & 44"
VERTICLE WIRECHASE @APPROX. 48" O.C.PERMIT SET
ENGINEERING SEAL (IF REQ'D)
1 SCALE: 3/16" = 1'-0"
WALL PLAN
113'-0"
46
'
-
0
"
113'-0"
46
'
-
0
"
16
'
-
0
"
17'-6"12'-8"4'-0"15'-10"4'-2"15'-10"4'-0"16'-10"22'-2"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
122'-0 1/16"¯
120'-6 13/16"¯
W-5.0
3
W-5.0
1
W-5.0
3
W-5.0
2
PRE-FABRICATED WOOD TRUSSES
AT 32" O.C. MAX. SPACING
WALL 1
WALL 3
WA
L
L
2
WA
L
L
4
WA
L
L
5
WALL 6
WA
L
L
7
WA
L
L
8
WALL 9
WA
L
L
1
0
WALL 11 (UPPER)WALL 12 (UPPER)
WALL 13 (UPPER)WALL 14 (UPPER)
WALL 15 (UPPER)
WA
L
L
1
6
(
U
P
P
E
R
)
4'-1"4'-1"
NOTE: ALL EMBEDDED ANCHORS
INSTALLED AND PROVIDED BY OTHERS.
PLACE EMBEDDED ANCHORS WITHINT 8" OF
DOOR OPENINGS.
ASSUME 16'-0" SILL PLATE WHEN LOCATIONS ANCHORS.
PROVIDE ANCHORS @ 12" FROM END OF BREAK BETWEEN
16' PLATES AND 8" FROM END OF WALL.
= HDU14-SDS2.5 SIMPSON HOLD DOWN
ANCHOR LOCATION - SEE DETAIL 16/W5.2
BY PORTER.
W-5.3
26
W-5.2
18
NOTE: 1" DIAMETER ANCHOR ROD
SUPPLIED AND INSTALLED BY OTHERS,
EMBED PER STRUCTURAL DRAWINGS
WALL 50 (B.O.)WALL 51 (B.O.)
WA
L
L
5
2
(
B
.
O
.
)
WA
L
L
5
3
(
B
.
O
.
)
WA
L
L
5
4
(
B
.
O
.
)
WA
L
L
5
5
(
B
.
O
.
)
7'-10 1/8"31'-9 5/8"43'-7 3/4"22'-11 5/8"7'-10 1/8"
LEGEND
= 2x6 FRAMING AND 7/16" OSB
SHEATHING. SEE DETAIL 26 / W-5.3
WALL 57 (B.O.)WALL 58 (B.O.)WALL 59 (B.O.)W-5.0
1
W-5.4
33
NOTE: SEE SHEAR WALL SCHEDULE SHEET W-1.1
FOR SHEAR WALL DETAILS
= STHD14 SIMPSON HOLDDOWN
ANCHOR LOCATION (BY OTHERS)
- SEE DETAIL 1/W-5.0 & 2/W-5.0
46'-5 13/16"+
WA
L
L
1
7
(
U
P
P
E
R
)
= 2x6 FRAMING AND 7/16" OSB
SHEATHING. SEE DETAIL 32 / W-5.4
= 2x6 FRAMING AND 7/16" OSB
SHEATHING. SEE DETAIL 33 / W-5.4
W-5.4
32
WA
L
L
1
8
(
U
P
P
E
R
)
WA
L
L
1
9
(
U
P
P
E
R
)
WA
L
L
2
1
(
U
P
P
E
R
)
WA
L
L
2
2
(
U
P
P
E
R
)
WA
L
L
2
3
(
U
P
P
E
R
)
WA
L
L
2
4
(
U
P
P
E
R
)
WA
L
L
2
5
(
U
P
P
E
R
)
WA
L
L
2
0
(
U
P
P
E
R
)
WA
L
L
2
6
(
U
P
P
E
R
)
W-5.1
8
39'-1 1/8"43'-7 3/4"30'-3 1/8"
12
'
-
7
3
/
4
"
5'
-
4
1
/
2
"
27
'
-
1
1
3
/
4
"
W-5.2
17
LOWER WALLS
UPPER WALLS
BU
M
P
O
U
T
D
I
M
E
N
S
I
O
N
S
BU
M
P
O
U
T
D
I
M
E
N
S
I
O
N
S
BUMP OUT DIMENSIONS
2'-10 3/4"
3'-4 1/2"
39'-8 3/4"
W-5.1
8
LADDER
WALL 56 (B.O.)
8'-2 5/8"31'-8"5'-9"22'-10"5'-9"31'-8"8'-2 5/8"
7'-8"4'-0"9'-2"7'-10"55'-8"7'-10"13'-2"7'-8"
6 5/8"
7'-8"
28'-4 1/4"
1'-6"
5'-8 1/2"
2'-9 1/4"
6 5/8"
6
5
/
8
"
7'
-
8
"
30
'
-
8
"
7'
-
8
"
6
5
/
8
"
W-5.5
35
WALL 60 WALL 61
6'-8 7/8"6'-8 7/8"
NOTE:
DUE TO SEISMIC CATEGORY D, CONSTRUCTION
ADHESIVE IS NOT PERMITTED AT THE SIP PANEL JOINT CONNECTIONS.
HOWEVER, CONSTRUCTION ADHESIVE IS ALLOWED WHEN JOINING
MULTI-PLY LUMBER PIECES TOGETHER. STAPLES ARE NOT PERMITTED
AT THE SIP PANEL JOINTS, ONLY SPECIFIED NAILS.
1" DIAMETER - WIRE CHASE
CENTERED IN FOAM
TYPICAL 6 5/8" DETAIL
2 7/8"
5 3/4"
DBA Pinnacle Engineering, Inc.
Engineering Company License Number 21006421
8180 Corporate Park Drive
Suite 235
Cincinnati, Ohio 45242
(513) 984-1663
wwww.pinneng.com
projects@pinneng.com
AWFO
ETATS
M I C H A E L STREIC
H
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N E N G I N EER
IS
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P
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S T E R E D
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24015241
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11/11/2024
81280 - 0031
SCALE
DATE
11/12/2024
ORDER NUMBER - POSITION
HOLD DOWN PLAN
REVISION DATE
W-1.1
3/16" = 1'-0"
Ci
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W
A
DAG
.
.
.
.
...
...
...
...
WIRE CHASE
HORIZONTAL WIRECHASE @ 16" & 44"
VERTICLE WIRECHASE @APPROX. 48" O.C.PERMIT SET
NOTE: ALL EMBEDDED ANCHORS
INSTALLED AND PROVIDED BY OTHERS.
PLACE EMBEDDED ANCHORS WITHINT 8" OF
DOOR OPENINGS.
ASSUME 16'-0" SILL PLATE WHEN LOCATIONS ANCHORS.
PROVIDE ANCHORS @ 12" FROM END OF BREAK BETWEEN
16' PLATES AND 8" FROM END OF WALL.
NOT REQUIRED
CHORDNAILING
SHEAR WALL SCHEDULE
PANEL DESIGNATION
SW2
SHEATHING HOLD DOWN
(1) 2X6 #2 SPF
TREATED PLATE
ATTACHMENT
SW1 6-5/8" SIP .131" x 2-1/2" NAIL AT 4" O.C.
AT EDGE AND INTERIOR
6x6 #1 SYP MINIMUM6-5/8" SIP AT EDGE AND INTERIOR
SIMPSON STHD14 STRAP
.131" x 2-1/2" NAIL AT 4" O.C.
(2) 2x6 #2 SPF MIN.
(INTERIOR PANEL EDGE)
SW3
ENGINEERING SEAL (IF REQ'D)
HOLD DOWN PLAN
1 SCALE: 3/16" = 1'-0"
(2
)
J
-
B
O
L
T
T= 0.865 KIP
WALL 9
113'-0"
1'
-
6
"
113'-0"
(INCLUDE UNDER WINDOW)(2) J-BOLTS
46
'
-
0
"
7
1
/
1
6
"
WALL 6T= 5.021 KIP
120'-6 13/16"¯
WA
L
L
4
2'-10 3/4"
3'-4 1/2"
122'-0 1/16"¯
(INCLUDE UNDER WINDOW)
46
'
-
0
"
1'
-
6
"
WALL 1
WALL 3
WA
L
L
2
T=2.738 KIP
T = 5.021 KIP
T=2.898 KIP T= 4.945 KIPWA
L
L
7
(INCLUDE UNDER WINDOW)
7'-3 1/2"4'-1"90'-3"4'-1"7'-3 1/2"
WA
L
L
5
WA
L
L
8
WA
L
L
1
0
7
1
/
1
6
"
7
1
/
1
6
"
(2
)
J
-
B
O
L
T
(2
)
J
-
B
O
L
T
(2
)
J
-
B
O
L
T
(2) J-BOLTS
LADDER
(INCLUDE UNDER WINDOW)
1
W-5.0
1
W-5.0
W-5.0
1
W-5.0
1
31
W-5.4
30
W-5.4
30
W-5.4
NOTE: 1" DIAMETER ANCHOR ROD
SUPPLIED AND INSTALLED BY OTHERS.
REFER TO STRUCTURAL DRAWINGS
FOR EMBEDMENT DEPTH
= STHD14 SIMPSON HOLDDOWN
ANCHOR LOCATION (BY OTHERS)
- SEE DETAIL 1/W-5.0 & 2/W-5.0
= HDU14-SDS2.5 SIMPSON HOLD DOWN
ANCHOR LOCATION - SEE DETAIL 16/W5.2
BY PORTER.
CENTERLINE DIMENSION TO STHD14 STRAP CENTERLINE DIMENSION TO STHD14 STRAP
6-5/8" SIP .131" x 2-1/2" NAIL AT 4" O.C.
AT EDGE AND INTERIOR
SIMPSON HDU14-SDS2.5
w/ 1" ANCHOR (B.O.)
12
'
-
7
3
/
4
"
5'
-
4
1
/
2
"
NOTE: BUMPOUT 5/8" J-BOLT ANCHORS AT 48" ON CENTER
6
5
/
8
"
7'
-
8
"
30
'
-
8
"
7'
-
8
"
6
5
/
8
"
8'-2 5/8"31'-8"5'-9"22'-10"5'-9"31'-8"8'-2 5/8"
6 5/8"
2'-9 1/4"
5'-8 1/2"
1'-6"
28'-4 1/4"
7'-8"
6 5/8"
T= 4.945 KIP
7'
-
1
5
/
1
6
"
C/
L
L
O
C
A
T
I
O
N
O
F
R
O
D
22'-0 1/2"17'-4 1/2"
5/8" ANCHOR @ 24" O.C.
w/ 3"x4-1/2" WASHERS
- 3 GAGE MINIMUM
5/8" ANCHOR @ 24" O.C.
w/ 3"x4-1/2" WASHERS
- 3 GAGE MINIMUM
5/8" ANCHOR @ 24" O.C.
w/ 3"x4-1/2" WASHERS
- 3 GAGE MINIMUM
3 5/16"
1" DIAMETER - WIRE CHASE
CENTERED IN FOAM
TYPICAL 6 5/8" DETAIL
2 7/8"
5 3/4"
7-
1
/
1
6
"
3 5/16"
HDU14-SDS2.5
1" ANCHOR ROD LOCATION
- SEE DETAIL 16 / W-5.2
LOCATED AT GRID LINE 1/A & 1/B
AND GRID LINE 2/A
STHD14 SIMPSON
HOLD DOWN LOCATED
AT GRID LINE 2/B
OF FOUNDATION
& AT MIDDLE OF WALL 1
FRONT/BACK WALL
SI
D
E
W
A
L
L
3 5/16"
B
2
DBA Pinnacle Engineering, Inc.
Engineering Company License Number 21006421
8180 Corporate Park Drive
Suite 235
Cincinnati, Ohio 45242
(513) 984-1663
wwww.pinneng.com
projects@pinneng.com
AWFO
ETATS
M I C H A E L STREIC
H
E
N E N G I N EER
IS
EF
O
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P
SHIN
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O
N
R
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S T E R E D
G
24015241
G
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11/11/2024
81280 - 004
SCALE
DATE
11/12/2024
ORDER NUMBER - POSITION
ELEVATIONS
REVISION DATE
W-2.0
1/4" = 1'-0"
Ci
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K
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m
W
A
DAG
.
.
.
.
...
...
...
...
WIRE CHASE
HORIZONTAL WIRECHASE @ 16" & 44"
VERTICLE WIRECHASE @APPROX. 48" O.C.PERMIT SET
ENGINEERING SEAL (IF REQ'D)
1
FRONT SOUTH ELEVATION
2
REAR NORTH ELEVATION
ELEV. 12'-2"
ELEV. 10-6"
ELEV. 3'-1 3/4"
ELEV. 0'-0"
T.O. WINDOW
T.O. SILL
ELEV. 0'-0"
ELEV. 16'-4"
T.O. SIP ROOF
ELEV. 23'-0"
ELEV. 21'-6"
T.O. TOWER / PARAPET
T.O. TOWER
B.O. TRUSS
ELEV. 21'-6"
T.O. TOWER
T.O. PARAPET
ELEV. 18'-6"
ELEV. 18'-6"
T.O. PARAPET
1" DIAMETER - WIRE CHASE
CENTERED IN FOAM
TYPICAL 6 5/8" DETAIL
2 7/8"
5 3/4"
DBA Pinnacle Engineering, Inc.
Engineering Company License Number 21006421
8180 Corporate Park Drive
Suite 235
Cincinnati, Ohio 45242
(513) 984-1663
wwww.pinneng.com
projects@pinneng.com
AWFO
ETATS
MI C H A E L STREIC
H
E
N E N G I N EER
IS
EF
O
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P
SHIN
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O
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S T E R E D
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24015241
G
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11/11/2024
81280 - 005
SCALE
DATE
11/12/2024
ORDER NUMBER - POSITION
ELEVATIONS
REVISION DATE
W-2.1
01/10/2024
Ci
r
c
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e
K
Y
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m
W
A
DAG
.
.
.
.
...
...
...
...
WIRE CHASE
HORIZONTAL WIRECHASE @ 16" & 44"
VERTICLE WIRECHASE @APPROX. 48" O.C.PERMIT SET
ENGINEERING SEAL (IF REQ'D)
3
EAST SIDE ELEVATION
4
WEST SIDE ELEVATION
ELEV. 7'-2 3/8"
ELEV. 0'-0"
ELEV. 8'-2 3/8"
ELEV. 0'-0"
T.O. DOOR
T.O. DOOR
T.O. TOWER
ELEV. 21'-6"
ELEV. 21'-6"
T.O. TOWER
T.O. BUMP OUT DOOR
ELEV. 9'-5"
T.O. PARAPET
ELEV. 18'-6"
T.O. PARAPET
ELEV. 18'-6"
1" DIAMETER - WIRE CHASE
CENTERED IN FOAM
TYPICAL 6 5/8" DETAIL
2 7/8"
5 3/4"
DBA Pinnacle Engineering, Inc.
Engineering Company License Number 21006421
8180 Corporate Park Drive
Suite 235
Cincinnati, Ohio 45242
(513) 984-1663
wwww.pinneng.com
projects@pinneng.com
AWFO
ETATS
MI C H A E L STREIC
H
E
N E N G I N EER
IS
EF
O
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P
SHIN
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O
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E
S T E R E D
G
24015241
G
I
S
O LA
R
11/11/2024
81280 - 006
SCALE
DATE
11/12/2024
ORDER NUMBER - POSITION
ELEVATIONS
REVISION DATE
W-2.2
1/4" = 1'-0"
Ci
r
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K
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W
A
DAG
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...
...
...
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WIRE CHASE
HORIZONTAL WIRECHASE @ 16" & 44"
VERTICLE WIRECHASE @APPROX. 48" O.C.PERMIT SET
ENGINEERING SEAL (IF REQ'D)
WA
L
L
2
WA
L
L
4
PRE-FABRICATED WOOD TRUSSES AT 32" O.C.
6-5/8" SIP INFILL PANELS BETWEEN TRUSSES - (42) 6-5/8" SIP PANELS PROVIDED AT 2'-6 1/2" WIDE. TRIM TO FIT SMALLER TRUSS SPACING
(REFER TO DETAIL 7 / W-5.0)
113'-0"
3-PLY 18-7/8" LVL BEAM 3-PLY 18-7/8" LVL BEAM 3-PLY 18-7/8" LVL BEAM
6"
R
E
C
E
S
S
-
(
2
)
J
A
C
K
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&
(
2
)
K
I
N
G
S
6"
R
E
C
E
S
S
-
(
2
)
J
A
C
K
S
&
(
2
)
K
I
N
G
S
6"
R
E
C
E
S
S
-
(
2
)
J
A
C
K
S
&
(
2
)
K
I
N
G
S
6"
R
E
C
E
S
S
-
(
2
)
J
A
C
K
S
&
(
2
)
K
I
N
G
S
6"
R
E
C
E
S
S
-
(
2
)
J
A
C
K
S
&
(
2
)
K
I
N
G
S
6"
R
E
C
E
S
S
-
(
2
)
J
A
C
K
S
&
(
2
)
K
I
N
G
S
6"
R
E
C
E
S
S
-
(
2
)
J
A
C
K
S
&
(
2
)
K
I
N
G
S
W-5.4
28
W-5.0
1
W-5.0
7
1-1/8" DOUBLE TOP PLATE - BY PORTER
NOTE: ALL RECESSES IN PANELS ARE 1-1/2" U.N.O.
WALL 1
SIP ROOF
46'-0"
WALL 2
W-5.0
1 1
W-5.0
5-
1
/
2
"
R
E
C
E
S
S
-
6
x
6
P
O
S
T
5-
1
/
2
"
R
E
C
E
S
S
-
6
x
6
P
O
S
T
5-
1
/
2
"
R
E
C
E
S
S
-
6
x
6
P
O
S
T
5-
1
/
2
"
R
E
C
E
S
S
-
6
x
6
P
O
S
T
3
W-5.0
2
W-5.0
W-5.0
2
3
W-5.0
BEVEL
CU
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W
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CU
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W
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C
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A
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E
CU
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W
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C
H
A
S
E
CUSTOM WIRE CHASE
16'-10"12'-8"
CU
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W
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C
H
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CU
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C
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A
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E
CU
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W
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C
H
A
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E
CU
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W
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C
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A
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CU
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W
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C
H
A
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CU
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W
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C
H
A
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E
CU
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W
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C
H
A
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CU
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W
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C
H
A
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CU
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W
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C
H
A
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CU
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CU
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W
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A
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CU
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W
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CU
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C
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A
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7'
-
2
3
/
8
"
2'-8 5/8"3'-6"7'-0"2'-7"3'-8"1'-4"1'-4"1'-4"
6'
-
4
"
1'-5"1'-4"1'-0"1'-4"
4-5/8" SIP PANEL
INSTALL PANEL FLUSH TO
INSIDE OF BUILDING SIP WALL
4'-4"8'-4"
12
'
-
2
"
3-PLY 18-7/8" LVL BEAM
0.131" x 2-1/2" NAILS AT 4" O.C.0.131" x 2-1/2" NAILS AT 4" O.C.
= HDU11-SDS2.5 SIMPSON HOLD DOWN
ANCHOR LOCATION - SEE DETAIL 16/W5.2
BY PORTER.
0.131" x 2-1/2" NAILS AT 4" O.C.
3"
R
E
C
E
S
S
NOTE: 1" DIAMETER ANCHOR ROD
SUPPLIED AND INSTALLED BY OTHERS,
EMBED PER STRUCTURAL DRAWINGS
CU
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W
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C
H
A
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WA
L
L
5
5
(
B
.
O
.
)
WA
L
L
5
2
(
B
.
O
.
)
1'-9 3/8"1'
-
9
3
/
8
"
9
5
/
8
"
10
3
/
8
"
5
5
/
8
"
WA
L
L
5
1
(
B
.
O
.
)
WA
L
L
5
0
(
B
.
O
.
)
46'-0"
0.131" x 2-1/2" NAILS AT 4" O.C.
15'-10"
6"
R
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C
E
S
S
-
(
2
)
J
A
C
K
S
&
(
2
)
K
I
N
G
S
15'-10"
1'-4 3/4"1'-4"
10
'
-
6
"
10
'
-
6
"
7'
-
4
1
/
4
"
3'
-
1
3
/
4
"
(2
)
2
x
6
S
P
L
I
N
E
(2
)
2
x
6
S
P
L
I
N
E
4
W-5.0
7 1/16"7 1/16"
WALL 4
7 1/16"
8'
-
0
"
7'
-
0
"
4'
-
0
"
4'
-
0
"
7'
-
0
"
6'
-
0
1
/
4
"
3'
-
8
1
/
2
"
3'
-
4
1
/
2
"
2'
-
1
0
3
/
4
"
3" RECESS3" RECESS
31
W-5.4
30
W-5.4W-5.4
30
3'-1 3/4"
7'-4 1/4"
1'-6 7/8"
1 1/8"
2'-6 1/2"
3" RECESS 3" RECESS
11.b
W-5.1
11.b
W-5.1
11.b
W-5.1
11.b
W-5.1
(3
)
2
X
6
S
P
L
I
N
E
(3
)
2
X
6
S
P
L
I
N
E
(3
)
2
X
6
S
P
L
I
N
E
(3
)
2
X
6
S
P
L
I
N
E
3'-6"3'-6"
4-
1
/
2
"
R
E
C
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S
S
-
(
2
)
J
A
C
K
S
&
(
1
)
K
I
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G
4-
1
/
2
"
R
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C
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S
S
-
(
2
)
J
A
C
K
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&
(
1
)
K
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G
11.a
W-5.1
8'-0"4'-7 3/4"5'-4 1/2"3'-11 3/4"8'-0"8'-0"8'-0"
9"3'-11"
W-5.0
3
W-5.0
5
W-5.0
5
WA
L
L
5
6
(
B
.
O
.
)
WA
L
L
5
9
(
B
.
O
.
)
(3
)
2
X
6
S
P
L
I
N
E
(3
)
2
X
6
S
P
L
I
N
E
6
5
/
8
"
5'
-
4
1
/
2
"
1'
-
3
"
2'
-
3
"
2'
-
8
"
2'
-
3
"
1'
-
3
"
6'
-
6
7
/
8
"
16
'
-
1
0
"
4'
-
0
"
3'
-
4
1
/
2
"
12
'
-
5
1
/
2
"
4'
-
2
"
12
'
-
5
1
/
2
"
3'
-
4
1
/
2
"
4'
-
0
"
12
'
-
8
"
7'
-
1
1
1
/
2
"
8'
-
0
"
11
7
/
8
"
6
5
/
8
"
6
5
/
8
"
8-
1
/
2
"
R
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C
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S
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-
(
2
)
J
A
C
K
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&
(
1
)
6
x
6
K
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P
O
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T
3-PLY 14" LVL
(RECESSED)
4-
1
/
2
"
R
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C
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S
S
-
(
2
)
J
A
C
K
S
&
(
1
)
K
I
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G
7'-1 5/16"
W-5.2
19
3'
-
1
3
/
4
"
3'
-
1
3
/
4
"
11.c
W-5.1
1
1
/
2
"
21
'
-
4
1
/
2
"
21
'
-
6
"
3'
-
0
"
1
1
/
2
"
21
'
-
4
1
/
2
"
21
'
-
6
"
6 5/8"7'-8"28'-4 1/4"9'-11 3/4"6 5/8"
1
1
/
2
"
21
'
-
4
1
/
2
"
21
'
-
6
"
1
1
/
2
"
21
'
-
4
1
/
2
"
21
'
-
6
"
3'
-
0
"
7'-8"30'-8"7'-8"
3-PLY 14" LVL
(RECESSED)
8'
-
2
3
/
8
"
NOTE:
DUE TO SEISMIC CATEGORY D, CONSTRUCTION
ADHESIVE IS NOT PERMITTED AT THE SIP PANEL JOINT CONNECTIONS.
HOWEVER, CONSTRUCTION ADHESIVE IS ALLOWED WHEN JOINING
MULTI-PLY LUMBER PIECES TOGETHER. STAPLES ARE NOT PERMITTED
AT THE SIP PANEL JOINTS, ONLY SPECIFIED NAILS.
= STHD14 SIMPSON HOLDDOWN
ANCHOR LOCATION (BY OTHERS)
- SEE DETAIL 1/W-5.0 & 2/W-5.0
Project architect to coordinate with PorterSIP designer for custom wire chase locations and openings greater than 4”x4” for plumbing and mechanical trades. It
shall not be assumed it is the designer’s responsibility. Plumbing inside the SIP panel cavity is not allowed; however, it is allowed to pass perpendicular through the
SIP panel. The use of furring panels or stud wall is a possible solution to accommodate these trades.
4'-4 7/8"¯
0 1/8"+
4'
-
5
"
INFILL PANEL (x42)
17
'
-
3
9
/
1
6
"
16
'
-
7
"
1
1
/
2
"
11
'
-
1
1
3
/
8
"
1
1
/
8
"
4'
-
5
"
1" DIAMETER - WIRE CHASE
CENTERED IN FOAM
TYPICAL 6 5/8" DETAIL
2 7/8"
5 3/4"
DBA Pinnacle Engineering, Inc.
Engineering Company License Number 21006421
8180 Corporate Park Drive
Suite 235
Cincinnati, Ohio 45242
(513) 984-1663
wwww.pinneng.com
projects@pinneng.com
AWFO
ETATS
M I C H A E L STREIC
H
E
N E N G I N EER
IS
EF
O
R
P
SHIN
T
O
N
R
E
S T E R E D
G
24015241
G
I
S
O LA
R
11/11/2024
81280 - 007
SCALE
DATE
11/12/2024
ORDER NUMBER - POSITION
ELEVATIONS
REVISION DATE
W-2.3
1/4" = 1'-0"
Ci
r
c
l
e
K
Y
e
l
m
W
A
DAG
.
.
.
.
...
...
...
...
WIRE CHASE
HORIZONTAL WIRECHASE @ 16" & 44"
VERTICLE WIRECHASE @APPROX. 48" O.C.PERMIT SET
ENGINEERING SEAL (IF REQ'D)
NOTE: ALL RECESSES IN PANELS ARE 1-1/2" U.N.O.
SIP ROOF
WA
L
L
2
WA
L
L
4
PRE-FABRICATED WOOD TRUSSES AT 32" O.C.
6-5/8" SIP INFILL PANELS BETWEEN TRUSSES - (42) 6-5/8" SIP PANELS PROVIDED AT 2'-6 1/2" WIDE. TRIM TO FIT SMALLER TRUSS SPACING
113'-0"
W-5.0
1
1-1/8" DOUBLE TOP PLATE - BY PORTER
W-5.0
3
W-5.0
6
WALL 3
1'-6"3'-6 3/8"11 3/8"11 3/8"3'-6 3/8"1'-6"
WALL 5 WALL 6 WALL 7 WALL 8 WALL 9 WALL 10
WA
L
L
5
WA
L
L
6
WA
L
L
9
WA
L
L
1
0
WALL 11
WALL 12
BEVEL BEVEL
WALL 13
WALL 14
WALL 15
WALL 16 WALL 17
WA
L
L
1
5
WA
L
L
1
5
16'-0"
6 5/8"15'-5 3/8"
INFILL PANEL (x42)
BEVELED
CU
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W
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CU
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W
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CU
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W
I
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C
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A
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CU
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W
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C
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A
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CU
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W
I
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C
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A
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6'-4"8'-8"2'-7"6'-10"3'-0"
12
'
-
2
"
12
'
-
2
"
12
'
-
2
"
1
1
/
2
"
11
'
-
1
1
3
/
8
"
1
1
/
8
"
1
1
/
2
"
11
'
-
1
1
3
/
8
"
1
1
/
8
"
1
1
/
2
"
11
'
-
1
1
3
/
8
"
1
1
/
8
"
1
1
/
2
"
11
'
-
1
1
3
/
8
"
1
1
/
8
"
12
'
-
2
"
WA
L
L
5
4
(
B
.
O
.
)
WA
L
L
5
3
(
B
.
O
.
)
WALL 20 & 26 (2 PCS)
1'-8"1'-0"1'-7"5"
6
5
/
8
"
6
5
/
8
"
8'
-
0
"
8'
-
0
"
8'
-
0
"
8'
-
0
"
8'
-
0
"
8'
-
0
"
8'
-
0
"
8'
-
0
"
8'
-
0
"
8'
-
0
"
7'
-
1
0
3
/
4
"
8'
-
0
"
8'
-
0
"
8'
-
0
"
6
5
/
8
"
6
5
/
8
"
1
1
/
2
"
18
'
-
4
1
/
2
"
18
'
-
6
"
1
1
/
2
"
18
'
-
4
1
/
2
"
18
'
-
6
"
7'-3 1/2"
7'-3 1/2"
1'
-
2
1
/
4
"
+
3'-0"
0.131" X 2-1/2" NAILS @ 4" O.C.
5'
-
1
1
3
/
4
"
5'
-
7
7
/
8
"
+
15'-5 3/8"6 5/8"
5'
-
7
7
/
8
"
+
5'
-
1
1
3
/
4
"
16'-0"
2'-6 1/2"
1'
-
9
"
1'-8 9/16"
0 7/16"
1'-9"
WALL 18 & 19 (2 PCS)WALL 21 - 25 (5 PCS)
24'-0"7'-3"
31'-3"
0 1/8"+
1'-2 1/8"
22'-5"
0 1/8"+
5'-7 3/4"
5'
-
7
7
/
8
"
+
23'-10 7/8"19'-8 7/8"
43'-7 3/4"
29
W-5.4
1'
-
4
"
= STHD14 SIMPSON HOLDDOWN
ANCHOR LOCATION (BY OTHERS)
- SEE DETAIL 1/W-5.0 & 2/W-5.0
19
W-5.2
WALL 60 WALL 61
4'-10"
4'
-
1
0
"
4'-10"
4'
-
1
0
"
4'-9 7/8"¯
0 1/8"+
4'-9 7/8"¯
0 1/8"+
1
1
/
2
"
21
'
-
4
1
/
2
"
21
'
-
6
"
4'
-
4
"
1
1
/
2
"
21
'
-
4
1
/
2
"
21
'
-
6
"
3'
-
0
"
7'-1 3/8"4'-0"21'-11"24'-0"24'-0"23'-9"7'-1 3/8"
6 5/8"6'-8 7/8"
6'-8 7/8"6 5/8"
5'
-
1
7
/
8
"
¯
0 3/4"
5'-1 1/8"¯
3'-0 3/4"+
3'-0"
0 3/4"+3'
-
0
3
/
4
"
+
NOTE:
DUE TO SEISMIC CATEGORY D, CONSTRUCTION
ADHESIVE IS NOT PERMITTED AT THE SIP PANEL JOINT CONNECTIONS.
HOWEVER, CONSTRUCTION ADHESIVE IS ALLOWED WHEN JOINING
MULTI-PLY LUMBER PIECES TOGETHER. STAPLES ARE NOT PERMITTED
AT THE SIP PANEL JOINTS, ONLY SPECIFIED NAILS.
18
'
-
6
"
Project architect to coordinate with PorterSIP designer for custom wire chase locations and openings greater than 4”x4” for plumbing and mechanical trades. It
shall not be assumed it is the designer’s responsibility. Plumbing inside the SIP panel cavity is not allowed; however, it is allowed to pass perpendicular through the
SIP panel. The use of furring panels or stud wall is a possible solution to accommodate these trades.
3'-5 1/2"
0 1/8"+
3'
-
5
5
/
8
"
+
22'-10"2'-0"10"1'-0"22'-10"2'-0"10"1'-0"
3'-0"
1'-2 7/16"
0 1/8"+4'
-
2
9
/
1
6
"
+
4'
-
2
9
/
1
6
"
+
3'-0"
1'-2 7/16"
0 1/8"+
1" DIAMETER - WIRE CHASE
CENTERED IN FOAM
TYPICAL 6 5/8" DETAIL
2 7/8"
5 3/4"
DBA Pinnacle Engineering, Inc.
Engineering Company License Number 21006421
8180 Corporate Park Drive
Suite 235
Cincinnati, Ohio 45242
(513) 984-1663
wwww.pinneng.com
projects@pinneng.com
AWFO
ETATS
M I C H A E L STREIC
H
E
N E N G I N EER
IS
EF
O
R
P
SHIN
T
O
N
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E
S T E R E D
G
24015241
G
I
S
O LA
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11/11/2024
81280 - 008
SCALE
DATE
11/12/2024
ORDER NUMBER - POSITION
ELEVATIONS
REVISION DATE
W-2.4
1/4" = 1'-0"
Ci
r
c
l
e
K
Y
e
l
m
W
A
DAG
.
.
.
.
...
...
...
...
PERMIT SET
ENGINEERING SEAL (IF REQ'D)
NOTE: ALL RECESSES IN PANELS ARE 1-1/2" U.N.O.
6-5/8" SIP BUMP OUT PANELS
7'-10 1/8"
WA
L
L
5
1
(
B
.
O
.
)
WALL 50 WALL 51 WALL 52 WALL 53
WALL 54 WALL 55
W-5.0
1
W-5.0
1
WALL 56 WALL 57 WALL 58 WALL 59
* SEE DETAIL 21/W-5.3 FOR BUMP OUT PANEL TO WALL CONNECTION
WA
L
L
5
0
(
B
.
O
.
)
7'-10 1/8"
1
1
/
2
"
18
'
-
4
1
/
2
"
1
1
/
2
"
18
'
-
4
1
/
2
"
18
'
-
6
"
18
'
-
6
"
WA
L
L
5
6
(
B
.
O
.
)
WA
L
L
5
9
(
B
.
O
.
)
TYP.9'
-
5
"
7'-11 3/4"2'-0"
9'-11 3/4"
1'-6"5'-8 1/2"9 1/4"
W-5.0
3
5'-9"5'-9"
NOTE: NO WIRE CHASES IN BUMP OUT PANELS, UNLESS SHOWN OTHERWISE.
6 5/8"7'-8"7'-8"
8'-2 5/8"
4'-0"4'-2 5/8"
CU
S
T
O
M
W
I
R
E
C
H
A
S
E
3'
-
6
1
1
/
1
6
"
4'
-
1
5
/
1
6
"
8'-2 5/8"
4'-0"4'-2 5/8"
7'-8"
1
1
/
2
"
21
'
-
4
1
/
2
"
21
'
-
6
"
1
1
/
2
"
21
'
-
4
1
/
2
"
21
'
-
6
"
1
1
/
2
"
21
'
-
4
1
/
2
"
21
'
-
6
"
1
1
/
2
"
21
'
-
4
1
/
2
"
21
'
-
6
"
1
1
/
2
"
21
'
-
4
1
/
2
"
21
'
-
6
"
1
1
/
2
"
21
'
-
4
1
/
2
"
21
'
-
6
"
1
1
/
2
"
21
'
-
4
1
/
2
"
21
'
-
6
"
1
1
/
2
"
21
'
-
4
1
/
2
"
21
'
-
6
"
NOTE:
DUE TO SEISMIC CATEGORY D, CONSTRUCTION
ADHESIVE IS NOT PERMITTED AT THE SIP PANEL JOINT CONNECTIONS.
HOWEVER, CONSTRUCTION ADHESIVE IS ALLOWED WHEN JOINING
MULTI-PLY LUMBER PIECES TOGETHER. STAPLES ARE NOT PERMITTED
AT THE SIP PANEL JOINTS, ONLY SPECIFIED NAILS.
Project architect to coordinate with PorterSIP designer for custom wire chase locations and openings greater than 4”x4” for plumbing and mechanical trades. It
shall not be assumed it is the designer’s responsibility. Plumbing inside the SIP panel cavity is not allowed; however, it is allowed to pass perpendicular through the
SIP panel. The use of furring panels or stud wall is a possible solution to accommodate these trades.
DBA Pinnacle Engineering, Inc.
Engineering Company License Number 21006421
8180 Corporate Park Drive
Suite 235
Cincinnati, Ohio 45242
(513) 984-1663
wwww.pinneng.com
projects@pinneng.com
AWFO
ETATS
M I C H A E L STREIC
H
E
N E N G I N EER
IS
EF
O
R
P
SHIN
T
O
N
R
E
ST E R E D
G
24015241
G
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O LA
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11/11/2024
81280 - 010
SCALE
DATE
11/12/2024
ORDER NUMBER - POSITION
ROOF PLAN
REVISION DATE
W-3.1
3/16" = 1'-0"
Ci
r
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e
K
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m
W
A
DAG
.
.
.
.
...
...
...
...
NOTE: NO WIRE CHASES IN SIP ROOFPERMIT SET
ENGINEERING SEAL (IF REQ'D)
A B
1
2
1 SCALE: 3/16" = 1'-0"
ROOF PLAN (8-9/16" SIP U.N.O.) - 19/32" OSB BOTTOM SKIN
15'-10 3/4"24'-0"24'-0"24'-0"24'-0"
6 5/8"111'-10 3/4"6 5/8"
46'-0"
1'-6"
1'-6"
SPAN OF
PANELS
3"
R
E
C
E
S
S
F
O
R
(
2
)
2
x
A
T
P
A
N
E
L
T
O
P
E
D
G
E
F
O
R
M
S
T
C
S
T
R
AP
-
S
E
E
D
E
T
A
I
L
1
3
-
C
/
W
-
5
.
1
3"
R
E
C
E
S
S
F
O
R
(
2
)
2
x
A
T
P
A
N
E
L
T
O
P
E
D
G
E
F
O
R
M
S
T
C
S
T
R
AP
-
S
E
E
D
E
T
A
I
L
1
3
-
C
/
W
-
5
.
1
PARAPAET SIP WALLS -
SEE WALL PLAN &
ELEVATION FOR DETAILS
(2) MSTC SIMPSON STRAPS AT 2x JOINT SIDE EDGE - SEE DETAIL 13-A / W-5.1
W-5.0
5
6
W-5.0
7
W-5.0
27
W-5.3
3
W-5.0
PRE-FABRICATED WOOD TRUSSES
AT 32" O.C. MAX. SPACING
C
C
B
B
A
A
D D
NOTE: FOR NON-CONTINUOUS SUB-FASCIA LUMBER BETWEEN PANEL JOINTS, ATTACH
(2)-2X8 SUBFASCIA LUMBER WITH A MINIMUM 4'-0" STAGGERED JOINTS
ATTACHED W/ (3) ROWS OF 3”x 0.131” NAILS @ 4" O.C. FOR 4'-0" IN EACH
DIRECTION FROM JOINT.
113'-0"
(2) MSTC SIMPSON STRAPS AT 2x JOINT
SIDE EDGE - SEE DETAIL 13-A / W-5.1
(2) MSTC SIMPSON STRAPS AT 2x JOINT
SIDE EDGE - SEE DETAIL 13-A / W-5.1
(TOP FACE - SEE DETAIL 13-B/W-5.1)(TOP FACE - SEE DETAIL 13-B/W-5.1)
NOTE: ROOF MOUNTED CONDENSING UNITS ARE ACCOUNTED
FOR LOADING. ATTACH CONDENSER UNITS PER DETAIL
27 / W-5.3
(2) 2x8's - 3" RECESS (2) 2x8's - 3" RECESS
(1) 2x8 (1) 2x8
450 LBS
RCU
450 LBS
RCU
RCU
450 LBS
450 LBS
RCU
RCU
450 LBS
RCU
450 LBS
RCU
450 LBS
RCU
450 LBS
3
W-5.0
27
W-5.3
3" RECESS 3" RECESS
3" RECESS 3" RECESS 3" RECESS
12
W-5.1
W-5.0
5
46'-0"
1'-6"
1'-6"
6
5
/
8
"
6'
-
8
7
/
8
"
6
5
/
8
"
31
'
-
3
"
43
'
-
7
3
/
4
"
22
'
-
5
"
6
5
/
8
"
6'
-
8
7
/
8
"
6
5
/
8
"
39'-1 1/8"43'-7 3/4"30'-3 1/8"
NOTE: E.O.R. FOR PROJECT TO PROVIDE TRUSS
MANUFACTURER WITH ALL APPLIED TRUSS LOADINGS
AND PERTINENT INFORMATION (BY OTHERS).
REFER TO ARCHITECTURAL PLANS FOR LOCATIONS
OF MECHANICAL EQUIPMENT
FASTEN 2x8(s) AT THIS ADJOINING PANEL
SEAM w/ (2) 3" x 0.131" NAILS AT 6" O.C.
3" RECESS 3" RECESS
NOTE:
DUE TO SEISMIC CATEGORY D, CONSTRUCTION
ADHESIVE IS NOT PERMITTED AT THE SIP PANEL JOINT CONNECTIONS.
HOWEVER, CONSTRUCTION ADHESIVE IS ALLOWED WHEN JOINING
MULTI-PLY LUMBER PIECES TOGETHER. STAPLES ARE NOT PERMITTED
AT THE SIP PANEL JOINTS, ONLY SPECIFIED NAILS.
Project architect to coordinate with PorterSIP designer for custom wire chase locations and openings greater than 4”x4” for plumbing and mechanical trades. It
shall not be assumed it is the designer’s responsibility. Plumbing inside the SIP panel cavity is not allowed; however, it is allowed to pass perpendicular through the
SIP panel. The use of furring panels or stud wall is a possible solution to accommodate these trades.
W-5.2
15
DOAS
1,279 lbs.
RTU
1,726 lbs.
50'-1 3/8"17'-5"44'-4 3/8"
3'
-
4
1
/
2
"
5'
-
4
"
DBA Pinnacle Engineering, Inc.
Engineering Company License Number 21006421
8180 Corporate Park Drive
Suite 235
Cincinnati, Ohio 45242
(513) 984-1663
wwww.pinneng.com
projects@pinneng.com
AWFO
ETATS
M I C H A E L STREIC
H
E
N E N G I N EER
IS
EF
O
R
P
SHIN
T
O
N
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ST E R E D
G
24015241
G
I
S
O LA
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11/11/2024
81280 - 011
SCALE
DATE
11/12/2024
ORDER NUMBER - POSITION
SECTIONS
REVISION DATE
W-4.0
1/4" = 1'-0"
Ci
r
c
l
e
K
Y
e
l
m
W
A
DAG
.
.
.
.
...
...
...
...
WIRE CHASE
HORIZONTAL WIRECHASE @ 16" & 44"
VERTICLE WIRECHASE @APPROX. 48" O.C.PERMIT SET
ENGINEERING SEAL (IF REQ'D)
PRE-FABRICATED WOOD TRUSS AT 32" O.C. MAX.
46'-0"
.25 / 12 PITCH
1-1/8" DOUBLE TOP PLATE
- BY PORTER
RIPPED TO 6-5/8"
2x TREATED PLATE
- BY PORTER (TYP.)
SECTION A-A
SIP FILL-IN PANEL
BETWEEN TRUSSES
PRE-FABRICATED WOOD TRUSS AT 32" O.C. MAX.
RIPPED TO 6-5/8"
2x TREATED PLATE
- BY PORTER (TYP.)
SECTION B-B
46'-0"
.25 / 12 PITCH
1-1/8" DOUBLE TOP PLATE
- BY PORTER
3-PLY 18-7/8" LVL
1-1/8" DOUBLE TOP PLATE
- BY PORTER
1-1/8" DOUBLE TOP PLATE
- BY PORTER
1
W-5.0
W-5.0
1
6
W-5.0
6
SIP FILL-IN PANEL
BETWEEN TRUSSES
12
'
-
2
"
1'-6"
SIP FILL-IN PANEL
BETWEEN TRUSSES
SIP FILL-IN PANEL
BETWEEN TRUSSES
12
'
-
2
"
7'-6 1/8"8'-0"8'-0"8'-0"8'-0"8'-0"
W-5.0
8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"1'-0 1/8"
WA
L
L
1
WA
L
L
1
WA
L
L
3
WA
L
L
3
WA
L
L
1
3
WA
L
L
1
5
18
'
-
6
"
18
'
-
6
"
18
'
-
6
"
23
'
-
0
"
3'-0"
3'-1 3/4"
7'-4 1/4"
1'-6 7/8"
1 1/8"
4'-5 3/4"
8 9/16"
TYP.
TYP.
W-5.0
7
W-5.0
7
12'-2"
4'-5 3/8"
8 9/16"
1'-2 1/16"
17
'
-
3
1
5
/
1
6
"
12'-2"
3'-5 1/2"
8 9/16"
2'-1 15/16"
16
'
-
4
1
/
1
6
"
12'-2"
3'-5 1/2"
8 9/16"
2'-1 15/16"
16
'
-
4
1
/
1
6
"
17
'
-
4
5
/
1
6
"
5'
-
7
1
1
/
1
6
"
5'
-
7
1
3
/
1
6
"
+
2'
-
1
1
3
/
1
6
"
¯
1" DIAMETER - WIRE CHASE
CENTERED IN FOAM
TYPICAL 6 5/8" DETAIL
2 7/8"
5 3/4"
DBA Pinnacle Engineering, Inc.
Engineering Company License Number 21006421
8180 Corporate Park Drive
Suite 235
Cincinnati, Ohio 45242
(513) 984-1663
wwww.pinneng.com
projects@pinneng.com
AWFO
ETATS
M I C H A E L STREIC
H
E
N E N G I N EER
IS
EF
O
R
P
SHIN
T
O
N
R
E
ST E R E D
G
24015241
G
I
S
O LA
R
11/11/2024
81280 - 012
SCALE
DATE
11/12/2024
ORDER NUMBER - POSITION
SECTIONS
REVISION DATE
W-4.1
1/4" = 1'-0"
Ci
r
c
l
e
K
Y
e
l
m
W
A
DAG
.
.
.
.
...
...
...
...
WIRE CHASE
HORIZONTAL WIRECHASE @ 16" & 44"
VERTICLE WIRECHASE @APPROX. 48" O.C.PERMIT SET
ENGINEERING SEAL (IF REQ'D)
PRE-FABRICATED WOOD TRUSS AT 32" O.C. MAX.
.25 / 12 PITCH
1'-6"46'-0"
SECTION C-C
RIPPED TO 6-5/8"
2x TREATED PLATE
- BY PORTER (TYP.)
1-1/8" DOUBLE TOP PLATE
- BY PORTER 1-1/8" DOUBLE TOP PLATE
- BY PORTER
SECTION D-D
113'-0"
PRE-FABRICATED WOOD TRUSS AT 32" O.C. MAX.
RIPPED TO 6-5/8"
2x TREATED PLATE
- BY PORTER (TYP.)
1
W-5.0
6
W-5.0
1
W-5.0
5
SIP FILL-IN PANEL
BETWEEN TRUSSES SIP FILL-IN PANEL
BETWEEN TRUSSES
W-5.0
7'-6 1/8"8'-0"8'-0"8'-0"8'-0"8'-0"
5
W-5.0
24'-0"24'-0"24'-0"24'-0"15'-10 3/4"
WA
L
L
1
3
WA
L
L
1
WA
L
L
6
WA
L
L
3
WA
L
L
2
WA
L
L
4
18
'
-
6
"
18
'
-
6
"
18
'
-
6
"
8 9/16"
7
W-5.0
TYP.
TYP.
W-5.0
5
9'
-
2
3
/
8
"
9'
-
3
5
/
8
"
10
'
-
6
"
14" 3-PLY LVL HEADER
- BY PORTER
12'-2"
4'-5 3/8"
8 9/16"
1'-2 1/16"
17
'
-
3
1
5
/
1
6
"
16
'
-
4
1
/
1
6
"
12'-2"
3'-5 1/2"
8 9/16"
2'-1 15/16"
1" DIAMETER - WIRE CHASE
CENTERED IN FOAM
TYPICAL 6 5/8" DETAIL
2 7/8"
5 3/4"
DBA Pinnacle Engineering, Inc.
Engineering Company License Number 21006421
8180 Corporate Park Drive
Suite 235
Cincinnati, Ohio 45242
(513) 984-1663
wwww.pinneng.com
projects@pinneng.com
AWFO
ETATS
MI C H A E L STREIC
H
E
N E N G I N EER
IS
EF
O
R
P
SHIN
T
O
N
R
E
S T E R E D
G
24015241
G
I
S
O LA
R
11/11/2024
81280 - 013
SCALE
DATE
ORDER NUMBER - POSITION
REVISION DATE
Ci
r
c
l
e
K
Y
e
l
m
W
A
NTS
DETAILS
11/12/2024
W-5.0
DAG
.
.
.
.
...
...
...
...
3
1-1/2"
PANEL-TO-PANEL CONNECTION
WITH INSUL-SPLINE
4
PANEL-TO-PANEL CONNECTION
WITH DOUBLE LUMBER
1 1/2"
5
ENGINEERING SEAL (IF REQ'D)
UNLESS SPECIFICALLY NOTED ON THE PO AND/OR PORTERCORP SALES
ORDER, ALL NAILS, SCREWS, STAPLES AND/OR LUMBER AS SHOWN IN
DETAILS ARE TO BE PROVIDED BY OTHERS.
CLICK CODE TO REFERENCE
WEBSITE FOR INSTALLATION
GUIDE, NTA REPORT OR
CONSTRUTION DETAILS /
TECHNICAL BULLETINS
ROOF TO WALL CONNECTION
@ SIDE WALL LEDGER
PERMIT SET
2
5-
1
/
2
"
CORNER CONNECTION
SPACING LOCATION
SEE W-5.2
& INTERIOR/EXTERIOR WALLS
ROOF PANELS TO TRUSSES
TYPE
SIPTP 10" SCREW
SIPTP 8" SCREW 12" O.C. U.N.O.ALL WALL CORNERS - TYP.
SIPTP 12" SCREW PARAPET TO BLOCKING
6 7
REAR WALL SIP CONNECTION FRONT WALL SIP CONNECTION
ELEV. 12'-2"ELEV. 12'-2"
ELEV. 12'-2"
45.0 45.0
CONSTRUCTION SEALANT SHOWN, BUT
SHOULD NOT BE USED FOR THIS PROJECT
DUE TO IT BEING SIESMIC CATEGORY D
CONSTRUCTION SEALANT SHOWN, BUT
SHOULD NOT BE USED FOR THIS PROJECT
DUE TO IT BEING SIESMIC CATEGORY D
CONSTRUCTION SEALANT SHOWN, BUT
SHOULD NOT BE USED FOR THIS PROJECT
DUE TO IT BEING SIESMIC CATEGORY D
CONSTRUCTION SEALANT SHOWN, BUT
SHOULD NOT BE USED FOR THIS PROJECT
DUE TO IT BEING SIESMIC CATEGORY D
CONSTRUCTION SEALANT SHOWN, BUT
SHOULD NOT BE USED FOR THIS PROJECT
DUE TO IT BEING SIESMIC CATEGORY D
CONSTRUCTION SEALANT SHOWN, BUT
SHOULD NOT BE USED FOR THIS PROJECT
DUE TO IT BEING SIESMIC CATEGORY D
CONSTRUCTION SEALANT SHOWN, BUT
SHOULD NOT BE USED FOR THIS PROJECT
DUE TO IT BEING SIESMIC CATEGORY D
1
4-1/2"
SIMPSON STHD14
HOLD-DOWN ANCHOR
PANEL ON SLAB
DBA Pinnacle Engineering, Inc.
Engineering Company License Number 21006421
8180 Corporate Park Drive
Suite 235
Cincinnati, Ohio 45242
(513) 984-1663
wwww.pinneng.com
projects@pinneng.com
AWFO
ETATS
MI C H A E L STREIC
H
E
N E N G I N EER
IS
EF
O
R
P
SHIN
T
O
N
R
E
S T E R E D
G
24015241
G
I
S
O LA
R
11/11/2024
81280 - 014
SCALE
DATE
ORDER NUMBER - POSITION
REVISION DATE
Ci
r
c
l
e
K
Y
e
l
m
W
A
NTS
DETAILS
11/12/2024
W-5.1
DAG
.
.
.
.
...
...
...
...
12
PANEL-TO-PANEL CONNECTION
AT C/L OF TRUSSES
14
ENGINEERING SEAL (IF REQ'D)
UNLESS SPECIFICALLY NOTED ON THE PO AND/OR PORTERCORP SALES
ORDER, ALL NAILS, SCREWS, STAPLES AND/OR LUMBER AS SHOWN IN
DETAILS ARE TO BE PROVIDED BY OTHERS.
CLICK CODE TO REFERENCE
WEBSITE FOR INSTALLATION
GUIDE, NTA REPORT OR
CONSTRUTION DETAILS /
TECHNICAL BULLETINS
INTERIOR FRAMED WALL TO
SIP WALL CONNECTION
PERMIT SET
8
13
SIMPSON MSTC40 STRAP DETAIL
DETAIL A
STRAP APPLIED TO SIDE OF PANEL DOUBLE STRAP APPLIED TO TOP SKIN
DETAIL B
SINGLE STRAP APPLIED TO TOP SKIN
DETAIL C
SPACING LOCATION
SEE W-5.2
& INTERIOR/EXTERIOR WALLS
ROOF PANELS TO TRUSSES
TYPE
SIPTP 10" SCREW
SIPTP 8" SCREW 12" O.C. U.N.O.ALL WALL CORNERS - TYP.
SIPTP 12" SCREW PARAPET TO BLOCKING
SCREEN WALL CONNECTION
9 10
3-PLY LVL FASTENING PATTERN
2"
2"
1 3/4"
5-1/2" WIDE 3-PLY LVL
FASTENING PATTERN
11
TYPICAL CONSTRUCTION OF ROUGH
OPENING INCLUDING (LVL) HEADER
LEFT RIGHT
RIGHTLEFT RIGHTLEFT
CONSTRUCTION SEALANT SHOWN, BUT
SHOULD NOT BE USED FOR THIS PROJECT
DUE TO IT BEING SIESMIC CATEGORY D
CONSTRUCTION SEALANT SHOWN, BUT
SHOULD NOT BE USED FOR THIS PROJECT
DUE TO IT BEING SIESMIC CATEGORY D
CONSTRUCTION SEALANT SHOWN, BUT
SHOULD NOT BE USED FOR THIS PROJECT
DUE TO IT BEING SIESMIC CATEGORY DNOT USEDDBA Pinnacle Engineering, Inc.
Engineering Company License Number 21006421
8180 Corporate Park Drive
Suite 235
Cincinnati, Ohio 45242
(513) 984-1663
wwww.pinneng.com
projects@pinneng.com
AWFO
ETATS
MI C H A E L STREIC
H
E
N E N G I N EER
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24015241
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11/11/2024
81280 - 015
SCALE
DATE
ORDER NUMBER - POSITION
REVISION DATE
Ci
r
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l
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DETAILS
11/12/2024
W-5.2
DAG
.
.
.
.
...
...
...
...
15
ENGINEERING SEAL (IF REQ'D)
UNLESS SPECIFICALLY NOTED ON THE PO AND/OR PORTERCORP SALES
ORDER, ALL NAILS, SCREWS, STAPLES AND/OR LUMBER AS SHOWN IN
DETAILS ARE TO BE PROVIDED BY OTHERS.
CLICK CODE TO REFERENCE
WEBSITE FOR INSTALLATION
GUIDE, NTA REPORT OR
CONSTRUTION DETAILS /
TECHNICAL BULLETINS
RTU SUPPORT DETAILS
PERMIT SET
16
5-
1
/
2
"
HDU11-SDS2.5 AT CORNERSSIMPSON HDU14 HOLD DOWN
17
MID-WALL CONNECTION DETAIL CORNER CONNECTION
18
7
1
/
1
6
"
3 5/16"
19
RTU UNIT
SPACING LOCATION
SEE W-5.2
& INTERIOR/EXTERIOR WALLS
ROOF PANELS TO TRUSSES
TYPE
SIPTP 10" SCREW
SIPTP 8" SCREW 12" O.C. U.N.O.ALL WALL CORNERS - TYP.
SIPTP 12" SCREW PARAPET TO BLOCKING
SIP INFILL PANEL
1-
1
/
2
"
20
MAIN BUILDING ROOF ATTACHMENT SCHEDULE
CONSTRUCTION SEALANT SHOWN, BUT
SHOULD NOT BE USED FOR THIS PROJECT
DUE TO IT BEING SIESMIC CATEGORY D
CONSTRUCTION SEALANT SHOWN, BUT
SHOULD NOT BE USED FOR THIS PROJECT
DUE TO IT BEING SIESMIC CATEGORY D
CONSTRUCTION SEALANT SHOWN, BUT
SHOULD NOT BE USED FOR THIS PROJECT
DUE TO IT BEING SIESMIC CATEGORY D
(1) # 14 SIP SCREW AT:
ROOF ATTACHMENT TO LONG FRONT & REAR WALLS / PARAPET:
ASCE 7-16 ROOF ATTACHMENT SCHEDULE:
9" O.C.
3 3
0.2h
ZONE 3:
12" O.C.
ROOF ATTACHMENT TO TRUSSES:
ZONE 1:
ZONE 2:
(1) # 14 SIP SCREW AT:24" O.C.
(1) # 14 SIP SCREW AT:
(1) # 14 SIP SCREW AT:
24" O.C.
(1) # 14 SIP SCREW AT:
33
1
1
1
12 1'
2
2
2
0.6h
0.6h
0.6h
0.
6
h
0.
2
h
h = 16'-8"
0.2h = 3'-4"
0.6h = 10'-0"
ZONE 1':
12" O.C.
ROOF ATTACHMENT TO SHORT SIDE WALLS / PARAPET:
12" O.C.(2) # 14 SIP SCREWS AT:
DBA Pinnacle Engineering, Inc.
Engineering Company License Number 21006421
8180 Corporate Park Drive
Suite 235
Cincinnati, Ohio 45242
(513) 984-1663
wwww.pinneng.com
projects@pinneng.com
AWFO
ETATS
MI C H A E L STREIC
H
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N E N G I N EER
IS
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S T E R E D
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24015241
G
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O LA
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11/11/2024
81280 - 016
SCALE
DATE
ORDER NUMBER - POSITION
REVISION DATE
Ci
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NTS
DETAILS
11/12/2024
W-5.3
DAG
.
.
.
.
...
...
...
...
ENGINEERING SEAL (IF REQ'D)
UNLESS SPECIFICALLY NOTED ON THE PO AND/OR PORTERCORP SALES
ORDER, ALL NAILS, SCREWS, STAPLES AND/OR LUMBER AS SHOWN IN
DETAILS ARE TO BE PROVIDED BY OTHERS.
CLICK CODE TO REFERENCE
WEBSITE FOR INSTALLATION
GUIDE, NTA REPORT OR
CONSTRUTION DETAILS /
TECHNICAL BULLETINS PERMIT SET
21
6-5/8" SIP BUMP OUT TO
6-5/8" SIP WALL CONNECTION
18
"
BOX FOR SWITCH OR OUTLET ELECTRICAL INSTALLATION
22 23 24
25
FULL LENGTH OF PANEL - X'-X" (VARIES)
3'-0"
FULL LENGTH OF PANEL - X'-X" (VARIES)
PLAN VIEW
3'-0"
26
SUBFASCIA LUMBER AT ROOF
STRAP ATTACHMENT AT TOP SIDE 27
CONDENSER SUPPORT DETAIL
CONDENSING UNIT
SPACING LOCATION
SEE W-5.2
& INTERIOR/EXTERIOR WALLS
ROOF PANELS TO TRUSSES
TYPE
SIPTP 10" SCREW
SIPTP 8" SCREW 12" O.C. U.N.O.ALL WALL CORNERS - TYP.
SIPTP 12" SCREW PARAPET TO BLOCKING
UNFRAMED ROOF PENETRATION
1" MIN.
6" MAX.
PARAPET FRAMING / SHEATHING
45.0
4'
-
1
0
"
M
I
N
.
DBA Pinnacle Engineering, Inc.
Engineering Company License Number 21006421
8180 Corporate Park Drive
Suite 235
Cincinnati, Ohio 45242
(513) 984-1663
wwww.pinneng.com
projects@pinneng.com
AWFO
ETATS
MI C H A E L STREIC
H
E
N E N G I N EER
IS
EF
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P
SHIN
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S T E R E D
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24015241
G
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11/11/2024
81280 - 017
SCALE
DATE
ORDER NUMBER - POSITION
REVISION DATE
Ci
r
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K
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W
A
NTS
DETAILS
11/12/2024
W-5.4
DAG
.
.
.
.
...
...
...
...
ENGINEERING SEAL (IF REQ'D)
UNLESS SPECIFICALLY NOTED ON THE PO AND/OR PORTERCORP SALES
ORDER, ALL NAILS, SCREWS, STAPLES AND/OR LUMBER AS SHOWN IN
DETAILS ARE TO BE PROVIDED BY OTHERS.
CLICK CODE TO REFERENCE
WEBSITE FOR INSTALLATION
GUIDE, NTA REPORT OR
CONSTRUTION DETAILS /
TECHNICAL BULLETINS PERMIT SET
SPACING LOCATION
SEE W-5.2
& INTERIOR/EXTERIOR WALLS
ROOF PANELS TO TRUSSES
TYPE
SIPTP 10" SCREW
SIPTP 8" SCREW 12" O.C. U.N.O.ALL WALL CORNERS - TYP.
SIPTP 12" SCREW PARAPET TO BLOCKING
2 1/4"
1 1/2"
PANEL-TO-PANEL CONNECTION WITH
(3)-2x LUMBER FOR BATHROOM GRAB BAR
28 29
LADDER CONNECTION DETAIL
SIP SILL PANEL DETAIL
WINDOW FRAME
TREATED PLATE
1ST BOTTOM PLATE
DOOR FRAME
2ND BOTTOM PLATE
6"
M
I
N
.
6"
SIP SILL PANEL DETAIL WITH DOOR
30
WINDOW FRAME
3'
-
1
3
/
4
"
6"
M
I
N
.
6"
TREATED PLATE
2ND BOTTOM PLATE
1ST BOTTOM PLATE
31
10
"
M
I
N
.
PARAPET FRAMING / SHEATHING
32
1'
-
8
"
M
I
N
.
33
PARAPET FRAMING / SHEATHING
45.0 45.0
CONSTRUCTION SEALANT SHOWN, BUT
SHOULD NOT BE USED FOR THIS PROJECT
DUE TO IT BEING SIESMIC CATEGORY D
DBA Pinnacle Engineering, Inc.
Engineering Company License Number 21006421
8180 Corporate Park Drive
Suite 235
Cincinnati, Ohio 45242
(513) 984-1663
wwww.pinneng.com
projects@pinneng.com
AWFO
ETATS
MI C H A E L STREIC
H
E
N E N G I N EER
IS
EF
O
R
P
SHIN
T
O
N
R
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S T E R E D
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24015241
G
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O LA
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11/11/2024
81280 - 018
SCALE
DATE
ORDER NUMBER - POSITION
REVISION DATE
Ci
r
c
l
e
K
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m
W
A
NTS
DETAILS
11/12/2024
W-5.5
DAG
.
.
.
.
...
...
...
...
ENGINEERING SEAL (IF REQ'D)
UNLESS SPECIFICALLY NOTED ON THE PO AND/OR PORTERCORP SALES
ORDER, ALL NAILS, SCREWS, STAPLES AND/OR LUMBER AS SHOWN IN
DETAILS ARE TO BE PROVIDED BY OTHERS.
CLICK CODE TO REFERENCE
WEBSITE FOR INSTALLATION
GUIDE, NTA REPORT OR
CONSTRUTION DETAILS /
TECHNICAL BULLETINS PERMIT SET
SPACING LOCATION
SEE W-5.2
& INTERIOR/EXTERIOR WALLS
ROOF PANELS TO TRUSSES
TYPE
SIPTP 10" SCREW
SIPTP 8" SCREW 12" O.C. U.N.O.ALL WALL CORNERS - TYP.
SIPTP 12" SCREW PARAPET TO BLOCKING
34
BABY CHANGING STATION
ATTACHMENT TO SIP WALL
8
1
/
4
"
35
PARAPET FRAMING / SHEATHING
45.0
4'
-
1
0
"
M
I
N
.
DBA Pinnacle Engineering, Inc.
Engineering Company License Number 21006421
8180 Corporate Park Drive
Suite 235
Cincinnati, Ohio 45242
(513) 984-1663
wwww.pinneng.com
projects@pinneng.com
AWFO
ETATS
MI C H A E L STREIC
H
E
N E N G I N EER
IS
EF
O
R
P
SHIN
T
O
N
R
E
S T E R E D
G
24015241
G
I
S
O LA
R
11/11/2024