HomeMy WebLinkAbout12x12 Vinyl Studio Set GENERAL NOTE5: CBM ROOF/WALL PANEL NOTE5: CONCRETE 5LA5 NOTE5:
1. PER 2016 INTERNATIONAL RESIDENTIAL CODE(2015IRC)R301.2.1.1.1 SUNROOMS,5UNROOM5 SHALL COMPLY 1. TYPE5,SIZES AND ATTACHMENTS OF STRUCTURAL PANELS SHOWN ON APPROVED LAYOUT DRAWINGS TO BE 1. MINIMUM CONCRETE COMPRE551VE STRENGTH FOR SLAB TO BE 3,000 P51 AT 28 DAYS OR PER IRC R402.2&TABLE
WITH AAMA/NPEA/NSA 2100. SELECTED TO RE515T COMBINED SNOW AND WIND LOADING(SEE TABULATED VALUES)USING PUBLISHED R402.2.
CATEGORY IV:A THERMALLY 150LATED 5UNROOM WITH ENCLOSED WALL5.THE 5UNROOM IS DESIGNED TO BE EVALUATION REPORT AND/OR CBM RECOMMENDATIONS. 2. CONCRETE EXPOSED TO THE WEATHER TO BE AIR ENTRAINED(57.-77.)PER IRC R402.2&TABLE R402.2.
HEATED OR COOLED BY A SEPARATE TEMPERATURE CONTROL OR SYSTEM AND 15 THERMALLY 150LATED FROM THE 2. PANELS TO USE 3004 H374 ALUMINUM ALLOY/TEMPER(OR BETTER). 3. MINIMUM SIZES FOR CONCRETE FOOTINGS TO BE 12-INCHE5 OR PER IRC R403.1.1,TABLES R403.1(1),
PRIMARY STRUCTURE.THE 5UNROOM FENESTRATION COMPLIES WITH ADDITIONAL REQUIREMENTS FOR WATER 3. PANEL5/PANEL COKES TO BE CONTINUOUS BETWEEN SUPPORTS. R403.1(2),R403.1(3)&FIGURE R403.1(1)OR K403.1(3),WHICHEVER IS GREATER..
PENETRATION RESISTANCE,AIR INFILTRATION RESISTANCE AND THERMAL PERFORMANCE.THE SPACE IS 4. PANELS TO BE INSTALLED WITH CONTINUOUS CBM 51LICONE SEALANT(MIN 1.5"WIDTH)ON ALL CONTACT SURFACES. 4. FOOTINGS TO BE SUPPORTED ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL.PER IRC R403.1.
NON-HABITABLE AND CONDITIONED. b. ALL CONTACT 5URFACE5 TO BE PROPERLY CLEANED PER MANUFACTURER,PRIOR TO APPLYING SEALANT, 5. FOUNDATION WALL5,PIERS AND OTHER PERMANENT SUPPORTS OF BUILDINGS&STRUCTURES TO BE PROTECTED
2. ENGL05URE5 TO BE INSTALLED BY BETTERLIVING DEALER U51NG MATERIALS SUPPLIED BY CRAFTBILT 6. ALL PANELS TO BE MECHANICALLY ANCHORED PER APPROVED DRAWINGS AND TABLES. FROM FR05T PER IRC R403.1.4.1.
MANUFACTURING COMPANY(CBM). 7. ALL PANELS TO BE INSTALLED WITH AL H-5TIFFENER5 ALONG ADJOINING EDGES. 6. FOR CONDITIONED SPACE,PROVIDE INSULATION FOR FOOTINGS PER IRC R403.3.1.2&FIGURE R403.3(4)&TABLE
3. MINIMUM DE51GN LOAD5 FOR BUILDINGS AND OTHER ENCLOSED STRUCTURES PER ASCE 7-16 AS REFERENCED IN 8. ALL PANELS TO BE ATTACHED TO H-STIFFENER5(MIN#8 BOB TEK 0 6"OC)OR AS REQUIRED TO ACHEIVE FIRE R403.3(1).
2018 IRC. RATINGS. 7. P051TION 143 REBAR(MIN)TYPE ASTM A615,GRADE 050 STEEL WITH 3-INCHE5(MIN)COVER AT BOTTOM CENTER OF
4. LOCAL DESIGN LOADS: 9. PANELS TO BE USED ONLY IN ONE STORY ENCLO5URE5 OF CONSTRUCTION TYPE VD.AS PERMITTED BY CODE. FOOTING.
GROUND SNOW LOAD-SEE TABULATED VALUES. 10. PANELS TO BE USED ONLY IN ENCLOSURES WHERE CLASS B OR CLASS II INTERIOR FINISHES ARE PERMITTED BY 8. REBAR TO BE SPLICED USING OVERLAP=40 X REBAR DIAMETER,WHERE REQUIRED.
WIND SPEED-120 MPH,EXP B. CODE. 9. CONCRETE SLAB-ON-GROUND FLOORS TO BE 3.b-INCHE5 THICK(MIN)AND DESIGNED AND CONSTRUCTED PER IRC
5. ALLOWABLE STRESS DE51GN PER ALUMINUM DESIGN MANUAL(201b). 11. PANEL OVERHANG AT ROOM PERIMETERS NOT TO EXCEED 6-INCE5. RbO6.1 OR ACI 332.
6. CODE REFERENCES LISTED IN PROJECT NOTES BELOW ARE PER 2018 IRC. 10. CONCRETE 5LA15-ON-GROUND FLOORS TO BE POURED ON A 4-INCH-THICK BASE COURSE CON515TING OF CLEAN
7. ALLOWABLE DEFLECTION NOT TO EXCEED U120 PER IRC TABLE R301.7,NOTE c. WINDOW5&DOOR5 NOTE5: GRADED SAND,GRAVEL OR CRUSHED STONE PER IRC Rb06.2.2
8. PROVIDE GUARDS ALONG OPEN-51VED WALKING 5URFACE5(STAIRS,RAMPS,DECKS&LANDINGS)LOCATED 1. WINDOW AND DOOR UNIT DE51GN PRE55URE(DP)RATINGS TO 5AT15FY ALL CODE REQUIREMENTS. 11. INSTALL A 6-MIL(0.006 INCH)POLYETHYLENE(OR APPROVED)VAPOR RETARDER WITH JOINTS LAPPED NOT LE55
30-INCHE5 OR MORE ABOVE GRADE PER IRC R312.1.1,R312.1.2,R312.1.3. 2. WINDOW AND DOOR UNITS IN CONDITIONED SPACES TO COMPLY WITH ENERGY RATINGS PER CODE. THAN 6-INCHE5 BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE PER IRC R506.2.3.
9. PROVIDE WINDOW FALL PROTECTION AT OPENINGS OF OPERABLE WINDOWS LOCATED MORE THAN 72-INCHE5 ABOVE 3. GLAZING USED IN DOOK5 AND WINDOWS TO BE TEMPERED OR.IF INSTALLED IN HAZARDOU5 LOCATIONS,TO 12. PLACE 6X6-W2.OXW2.0 WELDED WIRE FABRIC(WWF)IN SLAB(OVERLAP 6-INCHE5 MIN.)&SUPPORT IN PLACE FROM
FINISHED GRADE PER IRC R312.2. CONFORM TO CODE GLAZING REQUIREMENTS IRC R30&. THE CENTER TO UPPER 1/3 OF THE SLAB FOR THE DURATION OF THE CONCRETE PLACEMENT PER IRC Rb06.2A.
10. EXISTING CONOITION5 TO BE INSPECTED BY CONTRACTOR AND ALL MATERIALS REPAIRED AND/OR REPLACED A5 13. PLACEMENT OF CONCRETE DURING HOT OR GOLD WEATHER TO CONFORM TO ACI 30b OR 306 REQUIREMENT5.
REQUIRED TO RENDER THEM STRUCTURALLY SOUND AND COMPLETE. DECK NOTE5: 14. FOR CONCRETE OVERPOUR5,EXISTING CONCRETE TO BE CLEANED THEN COATED WITH BONDING AGENT PER MANUF
11. CONTRACTOR 50LEY RESPONSIBLE FOR MEANS AND METHODS DURING ALL PHA5E9 OF CONSTRUCTION. 1. LUMBER 5PECIE5/SIZES SHOWN ON APPROVED DECK DRAWINGS REPRESENT MINIMUM REQUIREMENTS TO SAFELY PRIOR TO PLACEMENT.
12. OWNER/CONTRACTOR JOINTLY RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF AUTHORITY HAVING SUPPORT LOADING FROM:DECK LIVE(40 PSF),DECK DEAD(10 P5F),GROUND SNOW(bO P5F MAX.)AND WIND(115
JUR15DICTION(AHJ). MPH EXP.B).
13. ANY DISCREPANCIES OR DEVIATIONS FROM DRAWING(5)REQUIRE REVISED ENGINEERING. 2. INSTALLED LUMBER SPECIES/SIZES TO EXCEED THE FOLLOWING MINIMUM PROPERTIES:
14. DRAWING5 APPLY ONLY TO STRUCTURAL/FRAMING ELEMENTS OF PROJECT. SPECIES:SOUTHERN PINE NO.2 2"X6" 2"X8" 2"X10" Z Wz'
15. DRAWING5 NOT TO SCALE.SCALING OF DIMENSIONS OFF DRAWINGS NOT PERMITTED. BENDING 5TRE55 Fb(FBI): 1,000 925 8.00 7bO
16.ALUMINUM SHOULD NOT BE USED IN DIRECT CONTACT WITH PRESERVATIVE TREATED WOOD. COMP.PERP.TO GRAIN Fop(FBI): bob bob bob bob
17. STUDIO ENCLOSURES EXCEEDING 16FTx1GFT AND GABLE ENCLOSURES EXCEEDING 18FTx18FT IN 51ZE REQUIRE 51TE COMP.PARALLEL TO GRAIN Fcl(PSI): 1,400 1,3bO 1,300 12b0
SPECIFIC ENGINEERING DRAWINGS. SHEAR PARALLEL TO GRAIN Fv(PSI): T75 17b 175 175
15. STUDIO/GABLE ENCLO5URE5 IN HIGH SNOW LOAD(>40 P5F)AND/OR HIGH WIND AREA REQUIRE 517E SPECIFIC MODULUS OF ELASTICITY E(PSI): 1.400,000
ENGINEERING DRAWINGS.
REF:2015 N05 DESIGN VALUES FOR WOOD CONSTRUCTION
FRAMING NOTES: 3. ALL LUMBER EXP05ED TO WEATHER/WATER/CONCRETE/MASONRY/FUNGUS/TERMITE OR ANY TYPE OF DECAY
1. FRAMING SHAPES AND SIZES SHOWN ON APPROVED FRAMING DRAWING5/FASTENER TABLES REPRESENT TO BE PRE55URE TREATED/WOLMANIZED AND/OR PROTECTED PER CODE AND INSTALLED PER MANUFACTURER'S
MINIMUM DIMENSIONS TO RESIST COMBINED WIND AND ALLOWABLE GROUND SNOW LOADS(SEE TABULATED INSTRUCTIONS.
VALUES). 4. ELEVATED DECKS(30"OR MORE ABOVE GRADE)TO BE INSTALLED WITH BRACING TO RE515T LATERAL LOADS PER
2. EXTRUDED FRAMING SECTIONS TO USE 6063405 ALUMINUM ALLOY/TEMPER(OR BETTER). CODE.
3. ALL STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF. 5. INSTALL A 6 MIL(0.006 INCH)POLYETHYLENE(OR APPROVED)VAPOR RETARDER WITH JOINTS LAPPED NOT LESS
4. ALL STRUCTURAL BEAMS TO BE CONTINUOUS BETWEEN SUPPORTS. THAN 6-INCHE5 BELOW FLOORING IF REQUIRED BY CODE. REFERENCE VENTILATION IRC SECTION R408.1.
b. END BEARING OF FRAMING MEMBER(5)TO BE UNIFORM ACF055 FULL CK055 SECTION. 6. BLOCKING,NAILED BOTH SIDES,TO BE PROVIDED BETWEEN ADJACENT JOISTS AT 8FT O.C.
6. BUILTUP FRAMING MEMBERS TO BE MECHANICALLY CONNECTED IN FIELD TO ACT A5 A SINGLE MEMBER(MIN. 7. WOOD FRAMED DECKS TO BE IN ACCORDANCE WITH K507.1
2#8505 06"oc/PLY). 8. ATTACH DECK LEDGER TO BAND J015T PER IRC R507.9.
7. BARRIER MEMBRANE(5)/COATING5 TO BE INSTALLED TO PROTECT ALUMINUM MEMBERS FROM GALVANIC ACTION BY 9• PLACE LAG SCREWS OR BOLT5 IN DECK LEDGERS AND BAND JOISTS PER IRC RbO7.9.1.3&TABLES R507.9.1.3(1)&
OTHER METALS AND TO PREVENT CORROSION FROM CONTACT WITH CONCRETE,WOOD TREATMENTS AND OTHER Rb07.9.1.3(2)&FIGURES R507.9.1.3(1)&R507.9.1.3(2)
MATERIALS. 10. INSTALL LATERAL LOAD CONNECTIONS FOR DECK USING HOLD-DOWN TEN5ION DEVICES AT 2 LOCATIONS(MIN)PER
6. MAXIMUM MEMBER LENGTH/HEIGHT NOT TO EXCEED DIMENSIONS SHOWN&TABULATED VALUES. IRC R507.9.2&FIGURE 507.9.2(1)OR 507.9.2(2).
9. MULLION SPACING NOT TO EXCEED THE LESSOR OF 7.5FT OR ONE HALF THE WALL DIMENSION. 11. CONTRACTOR TO VERIFY J015T HANGERS 5AT15FY LOCAL CODE(5)AND ARE INSTALLED PER MANUFACTURER-5
10. WALL HEIGHT NOT TO EXCEED 111-3/4"(VINYL ENCLOSURES). INSTRUCTIONS.
12. LANDSCAPE RUNOFF/DRAINAGE AWAY FROM HOUSE/DECK/ENCLOSURE,BY OTHERS.
FASTENER NOTE5: A66REVIATION5:
1. FASTENER SIZES AND QUANTITIES SHOWN ON APPROVED CONNECTION DRAWINGS REPRESENT MINIMUM CBM=GRAFT-GILT MANUFACTURING COMPANY
INSTALLATION TO RE515T COMBINED SNOW AND WIND LOADING IN TABLES.
2. USE FASTENERS THAT COMPLY WITH BUILDING CODES. O=DOOR,M=MULLION,W=WINDOW,P=PANEL,
3. USE FASTENERS THAT RESIST CORROSION BY ACQ-C,ACQ-D AND CA-B OR OTHER TREATED LUMBER(WHERE HC=HONEYCOMB PANELS,EPS=POLYSTYRENE PANELS, PROJECT DRAWING L 1ST
APPLICABLE)AND/OR GALVANIC ACTION WHEN FASTENED THROUGH DISSIMILAR MATERIALS. AL=ALUMINUM,H=THERMALLY-BROKEN ALUMINUM H-STIFFENER
4. HOT-DIPPED GALVANIZED COATED FASTENERS TO CONFORM TO A5TM A153 OR BETTER. PT=PRE55URE-PRE5ERVATIVE TREATED OR APPROVED DECAY RESISTANT.
b. HOT-DIPPED GALVANIZED COATED CONNECTORS TO CONFORM TO A5TM A6b3(CLASS G-18b)OR BETTER. IN=INCHES.FT=FEET,MPH=MILES PER HOUR, P5F=POUNDS/50.FOOT 5HEET 1 OF 2- 12'xlZ VINYL 5TUDIO ENCL05URE LAYOUT NOTES
6. 5TAINLE55 STEEL FA5TENER5 AND CONNECTORS TO BE USED IN HIGHLY CORK051VE ENVIRONMENTS A5 REQUIRED IRC=INTERNATIONAL RESIDENTIAL CODE, IBC=INTERNATIONAL BUILDING CODE,
BY BUILDING CODES.M05T COMMONLY AVAILABLE ELECTROPLATED GALVANIZED FA5TENER5 DO NOT HAVE A 5PEC9=SPECIFICATIONS,MAX=MAXIMUM,MIN=MINIMUM,VIA=DIAMETER, 5HEET 2 OF 2-12'xl2'VINYL 5TUD10 ENCL05UKE WALL5/LAYOUT
SUFFICIENT COATING OF ZING AND ARE NOT RECOMMENDED. BOB=SELF DRILLING SCREW, OC=ON CENTER A5CE=AMERICAN SOCIETY FOR CIVIL ENGINEERS
7. NEVER MIX GALVANIZED STEEL WITH STAINLE55 STEEL IN THE SAME CONNECTION. NOS=NATIONAL DE51GN SPECIFICATIONS FOR WOOD CONSTRUCTION.
6. FA5TENER5 IN LUMBER(0.5>G<0.6)TO BE INSTALLED INTO PRE-DRILLED HOLES WITH DIAMETER NOT EXCEEDING
FASTENER SHANK MIN DIAMETER(0.133"DIA FOR#10 WOOD SCREWS,0.150"DIA FOR#12 WOOD SCREWS,0.171"VIA
FOR#14 WOOD SCREWS/0.2b"DIA.LAGS)PER FASTENER MANUFACTURER'S INSTRUCTIONS.
9. MINIMUM SPACING BETWEEN FA5TENER5 TO BE 2.bxNOMINAL FASTENER DIAMETER. Professional Engineer
10. MINIMUM SPACING FROM FASTENER TO EDGE OF PART TO BE 1.5xNOMINAL FASTENER DIAMETER. I hereby certify that this
11. ALL OVERDRIVEN FASTENERS TO BE REPLACED IN NEW HOLES. plan,specification,or
12. BOLT HOLES TO BE 1/52-INCH TO 1/16-INCH DIAMETER LARGER THAN THE BOLTS.
13. BOLTS TO MEET OR EXCEED A5TM A 307OF 5AE J429 GRADE5I Or 2,OR BETTER. me or under my direct PROJECT: CONTRACTOR:
14. BOLT TO EXTEND THROUGH THE FULL THICKNE55 OF THE MEMBERS. supervision and that I am
15. BOLTS TO BE USED WITH WASHERS NOT LE55 THAN A STANDARD CUT WASHER UNDER THE HEAD AND NUT MEETING a duly Licensed
ANSI818.22.1. Professional Engineer 12' x 12' VINYL 5TU DIO
16.FASTENER QUANTITY/SPACING DESIGNATION NO IN TABLES REQUIRES 2 ROW5 OF 6 FASTENERS,OF TYPE SHOWN under the laws of the
IN TABLE, state of Minr)tsota , E N C L05 U ICE
17. FOR CONNECTIONS TO MASONRY/SOLID GMU,REPLACE LAGS WITH SAME DIAMETER HILTI ADHESIVE ANCHORS/ �/J
TAPCONS/NAIL ANCHORS.INSTALL PER MANUFACTURER INSTRUCTIONS. Signature. .� DRAWN BY:LY DWG NO.:5HEET 1 OF 2
18. MASONRY VENEER 15 NON-5TRUCTURAL.DRILL THRU VENEER AND ATTACH LAGS DIRECTLY TO STRUCTURAL LAYOUT NOTE 15
FRAMING. Typed or Printe e:
Craig John Joss 12 x 12 Vinyl Studio
Date:07/25/2022 SCALE:N.T.S.
License Number:26206 DATE:6/7/2022
TIE-IN TO EX15TING HOUSE BY CONTRACTOR.FULL
TO
LAYOUT FLAN 5 EX15TI G 5TRUCTOREIMU5T 5 FELOYU5UDPPORT(OR BE WALL 5 E CT I O N 5
UPGRADED TO SUPPORT)NEW 5UPERIMP05ED LOAD5 OF:
% 350 PLF-GRAVITY LOAD&150 PLF-UPLIFT LOAD&
EX15TI NG DU ILDING 1050 L135-LATERAL LOAD(BY OTHERS)
r, r,
(51
C}1 C31
X X
n r—
�' STUDIO 51DE WALL (A) 5TUD10 51DE WALL (C)
cs cn
a a
M A55EMI3LY DETAIL5
B - WALL
12' CBM ROOF PANEL THICKNE55
STUDIO FLOOiz PLAN PER MANUF. RECOMMENDATION5
MINIMUM SLOPE 1:12
,
Q GUTTER FA5CIA----- PANEL HANGER
HEADER 5UPPORT BEAM
SLIDING DOOKI
TRAN5OM (OPTIONAL)
OR WINDOW
5TI1DIn FRnNT WALL (b) TEMPERED GLA55
IN ALL LOCATIONS
CFR 1201 CATEGORY
FLOOR CHANNEL
DECK/51-A5
TYFIGAL 5TUD10 SECTION
Professional Engineer NOT TO 5CALE
I hereby certify that this
plan, specification,or
report was prepared by
supervision and that I am PROJECT: CONTRACTOR:
a duly Licensed
Professional Engineer
under the laws of the 12 x 12 VINYL 5TU D 10
state of Minnesota
Signature: I f DRAWN 6Y:LY DWG NO.:SHEET 2 OF 2 E N C L05 U K E
.,Typed or Printe WALL 5 / LAYOUT
Craig John Joss 12 x 12 Vinyl Studio
FOR NOTES SEE SHEET 1 LAYOUT NOTES Date:07/25/2022 5CALE:N.T.5.
License Number: 26206 DATE:6/7/2022
FLOOR HEADER BEAM OPTIONS TYPICAL5TUP10 ENCLOSURE
HEADER ROOF
BEAM PANEL MULLION 5
CORNER
FLOOR
CHANNE
b.O" 5LAWDECK 51LAWPECK
MAX.COLUMN SPACING-� PANEL FREE 5PAN
FIFAJIFY FRONT VIEW 51PE VIEW
M XYdIr',VnJlt F 14.i;:W ',W (Ff fl
GENERAL NOTES:
.4 1 P4 1. PER INTERNATIONAL RESIDENTIAL CODE(2016 IRC)R.W.2.1.1.1 5UNIZOOMS,SUNIZOOM5 SHALL COMPLY WITH AAMA/NrEAIN5A 2100.
CATEGORY IV:A THERMALLY ISOLATED 5UNROOM WITH ENCLOSED WALLS.THE 5UNROOM 15 DESIGNED TO BE HEATED OR COOLED BY A
SEPARATE TEMPERATURE CONTROL OR SYSTEM AND 15 THERMALLY 15CLATEO FROM THE PRIMARY STRUCTURE.THE 5UNROOM
FENESTRATION COMPLIES WITH ADDITIONAL REQUIREMENTS FOR WATER PENETRATION RESISTANCE.AIR INFILTRATION PE515TANCE AND
THERMAL PERFORMANCE.THE SPACE 15 NON-HABITABLE AND CONDITIONED
2. ENCLOSURES TO 15E INSTALLED BY DETTERILIVING DEALER U51NO MATERIALS SUPPLIED BY CRAFTDILT MANUFACTURING COMPANY(COM).
3. MINIMUM DESIGN LOAD5 FOR DUILDING95 AND OTHER ENCL05ED STRUCTURE5 PER A5CE 7-16 AS REFERENCED IN 2015 IRC.
4. LOCAL DESIGN LOA05:
GROUND SNOW LOAD-SEE TABULATED VALUES IN CHART.
WIND SPEED-120 MPH,EXP D.
5. ALLOWABLE 5TRE55 DESIGN PER ALUMINUM DE51GN MANUAL(2015).
0. CODE REFERENCES LISTED IN PROJECT NOTES DELON ARE PER 2018 IRC.
7. ALLOWABLE DEFLECTION NOT TO EXCEED U120 PER IRC TABLE R.301.7,NOTE c.
6. PROVIDE GUARDS ALONG OPEN-5IDED WALKING SURFACES(STAIRS.RAMPS.DECKE,&LANDINGS)LOCATED 30-INCHE5 OR MORE
ABOVE GRAVE PER IRC P312.1.1,R312.1.2,R.312.1.3.
9. PROVIDE WINDOW FALL PROTECTION AT OPENINGS OF OPERABLE WINDOWS LOCATED MORE THAN 72-INCHE5 ABOVE FINISHED GRADE
PER IRC R312.2.
10. EXISTING CONDITIONS TO DE INSPECTED BY CONTRACTOR AND ALL MATERIALS REPAIRED AND/OR REPLACED AS REQUIRED TO RENDER
THEM STRUCTURALLY SOUND AND COMPLETE.
11. CONTRACTOR 50LEY RE5PONSIDLE FOR MEANS AND METHODS DURING ALL PHASES OF CONSTRUCTION.
12. OWNER/CONTRACTOR JOINTLY FZE5FONE)IDLE FOR COMPLIANCE WITH ALL REQUIREMENT5 OF AUTHORITY HAVING JURISDICTION(AHJ).
13. ANY DISCREPANCIES OR DEVIATIONS FROM DRAWING(5)REQUIRE REVISED ENGINEERING.
14. DRAWINGS APPLY ONLY TO STRUCTURAL/FRAMING ELEMENTS OF PROJECT.
15. DRAWINGS NOT TO SCALE.SCALING OF DIMENSIONS OFF DRAWINGS NOT PERMITTED.
16. ALUMINUM SHOULD NOT DE USED IN DIRECT CONTACT WITH PRESERVATIVE TREATED WOOD.
17. STUDIO ENCLOSURES EXCEEDING 16FTx16FT AND GABLE ENCLOSURES EXCEEDING 18FTxI8FT IN SIZE REQUIRE E71TE SPECIFIC
ENGINEERING DRAWINGS.
18.STUDIO/GABLE ENCL05URE5 IN HIGH SNOW LOAD(>40 F5F)AND/OR HIGH WIND AREA REQUIRE SITE SPECIFIC ENGINEERING
DRAWINGS.
FRAMING NOTES:
1. FRAMING SHAPE5 AND 51ZE5 SHOWN ON APPROVED FRAMING DRAWING5/FASTENER TADLE5 REPRESENT MINIMUM DIMEN51ON5 TO
RE515T COMBINED WIND AND ALLOWABLE GROUND SNOW LOADS(SEE TABULATED VALUES).
2. EXTRUDED FRAMING 5ECTION5 TO USE W63-TO ALUMINUM ALLOY/TEMPER(OR BETTER).
3. ALL STRUCTURAL COLUMNS TO DE CONTINUOUS FROM FLOOR TO ROOF.
4. ALL STRUCTURAL 5EAM5 TO BE CONTINUOUS 13ETWEEN SUPPORTS.
b. END DEARING OF FRAMING MEM5ER(5)TO DE UNIFORM ACFZ055 FULL CRO65 SECTION.
6. DUILTUP FRAMING MEMI3ER5 TO DE MECHANICALLY CONNECTED IN FIELD TO ACT AS A SINGLE MEMBER(MIN.2#85V9 06"oc/PLY).
7. DAPKIER MEMDPANE(5)/COATING5 TO DE INSTALLED TO PROTECT ALUMINUM MEMDEF5 FROM GALVANIC ACTION DY OTHER METALS
AND To PREVENT CORROSION FROM CONTACT WITH CONCRETE.WOOD TREATMENTS AND OTHER MATERIALS.
6. MAXIMUM MEMBER LENGTH/HEIGHT NOT TO EXCEED DIMENSION55HOWN&TABULATED VALUES.
9. MULLION SPACING NOT TO EXCEED THE LE55OR OF 7.5FT OF ONE HALF THE WALL DIMENSION.
Professional Enginea. WALL HEIGHT NOT TO EXCEED 111-3/4"(VINYL ENCLOSURES).
I hereby certify that this
plan,specification,or
report was prepared by
supervision and that I a, PROJECT: CONTRACTOR:
a duly Licensed VINYL
Professional Engineer
under the laws of the
state of Minnesota. STUDIO ENCLOSURE
Signature: 1 j.4 DRAWN 13Y:LY DWG NO.:SHEET 1 OF 1 STRUCTURAL FRAMING
Typed or Printe e: 120MFH - EXPOSURE 13
Craig John Josv Vinyl Studio 1205 Beam
Date:07/2512022 5GALE:N.T.5. i FLOOR / HEADER BEAM
License Number:26206 DATE:6/7/2022
TYPICAL 5TUDIO ENCL05URE
HEADER ROOF
BEAM PANEL
5TUDIO WALL MULLION5 / CORNER -
z
z
CORNER MULLION m
z
FLOORL�L �
Lo CHANNE
1 5LAWDECK
SLAB/DECK
4.2" 3.5" 3.9"
STUDIO WALL MULLION STUDIO WALL MULLION STUDIO CORNER MAX.COLUMN 51PACING PANEL FREE SPAN
STUDIO WALL MULLION-ELEC.MULLION(MAX HT-lb FT-INTI`P i 5TU010 WALL MULLION-3.9 x 3b(MAX HT%b FT) STUDIO CORNER(MAX HT%b FT-CORNER) FRONT VIEW 511)E VIEW
MAX.At I r#lAAPoLE GROUND SNOW LOAD(P5F) MULLION MAX.ALLOWA.BI F C W'I IND SNOW IPAD(PSF) MULLION MAX.ALLOWABLE GROUND SNOW LOAD(PSF)
SPACING FACIN SPACIN
'.r.L FRFf. (FT) t' TPAN It PANEL FREE (FT)(FT) n' +r v (FT) a' v� 14' In• (F1) to' tz I ta• 1 t GENERAL NOTES:te'
u; trxt b• t00 100 too 100 too 100 1. PER INTERNATIONAL RESIDENTIAL CODE(2016 IRC)R.W.2.1.1.1 5UNROOMS,SUNKOOM5 SHALL COMPLY WITH AAMA/NPEA/NSA 2100.
5.5 too 1(<) s.b too tootoo too 100 0o too 100 CATEGORY IV.A THERMALLY 15OLATE0 5UNROOM WITH ENCL05ED WALLS.THE 5UNROOM 15 DESIGNED TO BE HEATED OR COOLED BY A
loo t00 tW r, �1001
�0 loo too 6.b' too 0o too 100 too too SEPARATE TEMPERATURE CONTROL OR SYSTEM AND 15 THERMALLY 15CLATEO FROM THE PRIMARY STRUCTURE.THE 5UNROOM
r �r t r I FENESTRATION COMPLIES WITH ADDITIONAL REQUIREMENTS FOR WATER PENETRATION RE515TANCE.AIR INFILTRATION RE515TANCE AND
7.5 93 B0 %0 a 4r 7b Iuv o0 t00 100 i5, too too 100 too 100 t THERMAL PERFORMANCE.THE SPACE 15 NON-HABITABLE AND CONDITIONED.
2. ENCLOSURES TO BE INSTALLED BY BETTERLIVING DEALER USING MATERIALS 5UPPLIED BY CRAFTBILT MANUFACTURING COMPANY
5TUDIO WALL MULLION-ELEC.MULLION(MAX H7 85 FT-INTF.° STUDIO WALL MULLION-3.9.3b(MAX HT 8.5 FT) STUDIO CORNER(MAX HT 8b FT-CORNER) (CBM).
MAIL ALLOWABLE GROUND 5NOW LOAD(P5F) MULLION MAX.ALLOWABLE GROUND SNOW LOAD(P5F) MULLION MAX.ALLOWABLE GROUND SNOW LOAD(P5F) 3. MINIMUM DE51GN LOADS FOR DUILDING5 AND OTHER ENCL05ED STRUCTURES PER A5CE 7-16 A5 REFERENCED IN 2018 IRC.
SPACING PANEL FREE 5PAN(Fn PACING PANEL FREE SPAN(FT) SPACING PANEL FREE SPAN(FT) 4. LOCAL DESIGN LOAD5:
(FT) 10' t w' (FT) 8 t 12 14' 1 1 [FT) e' 1or 1Z 1 to 16 1 IW GROUND SNOW LOAD-SEE TABULATED VALUES IN CHART.
100
1a) too ta, 5 100 lo0 100 10o too 100 too TOO 100 100 WIND SPEED-12-0 MPH,EXP B.
516 100 trx! 'U v- r '00
90 as 6 100 100 100 5. ALLOWABLE 5TRE55 DESIGN PER ALUMINUM DESIGN MANUAL 2015.
66 st �-t 100 100 100 ( )
6. CODE REFERENCES LISTED IN PROJECT NOTES BELOW ARE PER 20181RC.
7b• I fb• 1 100 I00 I 1 100 100 10.7 %b' 100 sz ri 61 60 52 1 7. ALLOWABLE DEFLECTION NOT TO EXCEED U120 PER IRC TABLE R301.7.NOTE c.
8. PROVIDE GUARDS ALONG OPEN-SIDED WALKING 5URFACE5(STAIRS,RAMPS.DECKS&LANDINGS)LOCATED 30-INCHE5 OR MORE
STUDIO WALL MULLION-ELEC.MULLION(MAX HT 925 FT-INTEP10Y i ':TUDIO WALL MULLION-32 K 3b(MAX HT 925 FT) STUDIO CORNER(MAX HT 925 FT-CORNER) ABOVE GRADE PER IRC R312.1.1,R312.1.2,R312.1.3.
I LION MAX ALLOWABLE GROUND SNOW LOAD(I' 'UUL MAX ALLOWABLE GROUND 5NOW LOAD(PSF) g/.",
MAX ALLOWABLE GROUND 5NOW LOAD(P5F) 9. PROVIDE WINDOW FALL PROTECTION AT OPENINGS OF OPERABLE WINDOWS LOCATED MORE THAN 72-INCHE5 ABOVE FINISHED GRADE
ING PANEL FREE SPAN f I?1 I ACi PANEL I VT.-',PAN(FT) ,PACING PANEL FREE SPAN(FT) PER IRC R312.2.
a Iz I4' la' (FT) a io I; 1W $6' 18• 8 1 17 W 16' 16 10. EXI5TING CONDITIONS TO 8E IN5PECTED BY CONTRACTOR AND ALL MATERIALS REPAIRED AND/OR REPLACED A5 REQUIRED TO RENDER
11 84 r� b.4 aH b' ton �.�n too 100 too 100 100 100 too 100 THEM STRUCTURALLY SOUND AND COMPLETE.
4t A, 5 u ton rxI 11. CONTRACTOR 50LEY KE5PON51BLE FOR MEANS AND METHODS DURING ALL PHA5E5 OF CONSTRUCTION.
6' IIX) 100 1 1 100 99,
6b' 100 100 e'/ %a 6a 5b bo 12. OWNER/CONTRACTOR JOINTLY RE5PON51BLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF AUTHORITY HAVING JURISDICTION(AHJ).
r :41 v 14 1_ 13. ANY DI5CREPANCIE5 OR DEVIATIONS FROM DRAWING(5)REQUIRE REVISED ENGINEERING.
too 14. DRAWINGS APPLY ONLY TO STRUCTURAL/FRAMING ELEMENTS OF PROJECT.
1b. DRAWINGS NOT TO SCALE.SCALING OF DIMENSIONS OFF DRAWINGS NOT PERMITTED.
16. ALUMINUM SHOULD NOT BE USED IN DIRECT CONTACT WITH PRESERVATIVE TREATED WOOD.
17. STUDIO ENCLOSURES EXCEEDING 16FTx16FT AND GABLE ENCLOSURES EXCEEDING 18FTx18FT IN 51ZE REQUIRE 51TE SPECIFIC
ENGINEERING DRAWINGS.
16.STUDIO/GABLE ENCLOSURES IN HIGH SNOW LOAD(>40 P5F)AND/OR HIGH WIND AREA REQUIRE 517E SPECIFIC ENGINEERING
DRAWINGS.
FRAMING NOTES:
1. FRAMING SHAPES AND SIZES SHOWN ON APPROVED FRAMING DRAWINGS/FASTENER TABLES REPRESENT MINIMUM DIMEN5ION5 TO
RE515T COMBINED WIND AND ALLOWABLE GROUND SNOW LOADS(SEE TABULATED VALUES).
2. EXTRUDED FRAMING SECTIONS TO USE W63-TO ALUMINUM ALLOY/TEMPER(OR BETTER).
3. ALL STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF.
4. ALL STRUCTURAL 5EAM5 TO BE CONTINUOUS BETWEEN SUPPORTS.
b. END BEARING OF FRAMING MEMBER(5)TO BE UNIFORM ACR055 FULL CRO65 SECTION.
6. BUILTUP FRAMING MEMBER5 TO BE MECHANICALLY CONNECTED IN FIELD TO ACT AS A SINGLE MEMBER(MIN.2#85D5 06"oc/PLY).
7. BARRIER MEMBRANE(5)/COATING5 TO BE INSTALLED TO PROTECT ALUMINUM MEMBER5 FROM GALVANIC ACTION BY OTHER METALS
AND TO PREVENT CORROSION FROM CONTACT WITH CONCRETE.WOOD TREATMENTS AND OTHER MATERIALS.
6. MAXIMUM MEMBER LENGTH/HEIGHT NOT TO EXCEED DIMENSION5 SHOWN&TABULATED VALUES.
9. MULLION SPACING NOT TO EXCEED THE LE55OR OF 7.bFT OR ONE HALF THE WALL DIMENSION.
Professional Enginetgl.WALL HEIGHT NOT TO EXCEED 111-3/4"(VINYL ENCLOSURES).
I hereby certify that this
plan,specification,or
report was prepared by
supervision and that I am PROJECT: CONTRACTOR:
a duly Licensed VINYL
Professional Engineer
under fMinn laws o STUDIO ENCL05URE
state of Minnesota.ta.
1
Signature: +� .4 DRAWN 6Y:LY DWG NO.:SHEET 1 OF 1 5TR U CTU RA L F RA M I N G
Typed or Printe e: 120 M FH - EXP05 U RE b
Craig John Jos Vinyl Studio 1208 Mul WALL MULL 10 N 5
Date:07/25/2022 SCALE:N.T.S.
License Number:26206 DATE:6/7/2022
GENERAL NOTES: CBM ROOF/WALL PANEL NOTES: VINYL STUDIO FASTENER TABLES
1. PER INTERNATIONAL RESIDENTIAL CODE(2018 IRC)R.W 2.1.1.1 5UNROOM5,5UNROOMS SHALL COMPLY 1. TYPE5,SIZES AND ATTACHMENTS OF STRUCTURAL PANELS SHOWN ON APPROVED LAYOUT DRAWINGS TO BE
WITH AAMA/NPEA/NSA 2100. SELECTED TO RESIST COMBINED SNOW AND WIND LOADING(SEE TABULATED VALUES)USING PUBLISHED TABLE 115-FASTENERS FOR 120 MPH WIND,EXPOSURE B&40 P5F SNOW"
CATEGORY IV:A THERMALLY 150LATED 5UNROOM WITH ENCL05ED WALL5.THE 5UNROOM IS DESIGNED TO BE EVALUATION REPORT AND/OR CBM RECOMMENDATIONS.
HEATED OR COOLED BY A SEPARATE TEMPERATURE CONTROL OR SYSTEM AND IS THERMALLY 150LATED FROM THE 2. PANELS TO USE 3004 H374 ALUMINUM ALLOY/TEMPER(OR BETTER). Fastener Quantity/5pacing in
PRIMARY STRUCTURE.THE 5UNROOM FENESTRATION COMPLIES WITH ADDITIONAL REQUIREMENTS FOR WATER 3. PANEL5/PANEL COKE5 TO BE CONTINUOUS BETWEEN SUPPORTS. Detail ID Type anel 5 an
PENETRATION RESISTANCE,AIR INFILTRATION RESISTANCE AND THERMAL PERFORMANCE.THE SPACE 19 4. PANELS TO BE INSTALLED WITH CONTINUOUS CBM SILICONE SEALANT(MIN 1.5"WIDTH)ON ALL CONTACT SURFACES.
NON-HABITABLE AND CONDITIONED. b. ALL CONTACT SURFACES TO BE PROPERLY CLEANED PER MANUFACTURER,PRIOR TO APPLYING SEALANT, 10' 1 12' 14' 16 15'
2. ENCLOSURES TO BE INSTALLED BY BETTERLIVING DEALER U5ING MATERIALS SUPPLIED BY CRAFTBILT 6. ALL PANELS)TO BE MECHANICALLY ANCHORED PER APPROVED DRAWINGS AND TABLES. 121.)A F1 1/2"Lag Screw into Stud 1 1 1 1 1
MANUFACTURING COMPANY(CBM). 7. ALL PANELS TO BE INSTALLED WITH AL H-5TIFFENER5 ALONG ADJOINING EDGES. 12bB F1' 1/4"1_ag+3x3xO.1'Washer - - - - -
3. MINIMUM DESIGN LOADS FOR 5UILDING5 AND OTHER ENCL05ED 5TRUCTURE5 PER A5CE 7-10 A5 REFERENCED IN 8. ALL PANELS TO BE ATTACHED TO H-STIFFENER5(MIN#8 505 TEK 0 6"OC)OR A5 REQUIRED TO ACHEIVE FIRE 125C F1' 1/4 Lag Screw thry AI H 1036" 1036" 1036" 036' 2036'
2016 IRC RATINGS. 125C I F2 #&x3/4"5D5O Foot 1x5 2x3 2x4 2x4 2x5
4. LOCAL DESIGN LOADS. 9. PANELS TO BE USED ONLY IN ONE STORY ENCL05URE5 OF CONSTRUCTION TYPE VB,A5 PERMITTED BY CODE. 126D F1 #&3/4"S050 Post 2x3 2x3 2x4 2x4 2x6
GROUND SNOW LOAD-4OP5F 10. PANELS TO BE USED ONLY IN ENCLOSURES WHERE CLASS B OR CLASS II INTERIOR FINISHES ARE PERMITTED BY 126D F2 1/4"Lag+1x1xO.1'Washer 1x3 1x3 2x3 I 2x3 I 2x3
WIND SPEED-120 MPH.EXP B(TABLE 113)130 MPH.EXP B(TABLE 213),lbO MPH,EXP B(TABLE 313). CODE. 126D F2 a on+x x ash tx3 tx3 2x3 Zx3 2x3
5. ALLOWABLE STRESS DESIGN PER ALUMINUM DESIGN MANUAL(201b). 11. PANEL OVERHANG AT ROOM PERIMETERS NOT TO EXCEED 6-INCE5.
6. CODE REFERENCES LISTED IN PROJECT NOTES BELOW ARE PER 2018 IRC. 125H Fl #5x3/4"5D50Post 2x3 2x3 2x4 2x4 2x5
7. ALLOWABLE DEFLECTION NOT TO EXCEED U120 PER IRC TABLE R301.7,NOTE c. WINDOWS&DOOR5 NOTES: Note:•Lag thread w fully engage Al H flanges and Header topfaree
8. PROVIDE GUARDS ALONG OPEN-51DED WALKING 5URFACE5(STAIRS,RAMPS,DECKS&LANDINGS)LOCATED 1. WINDOW AND DOOR UNIT DE51GN FFE95URE(DP)RATINGS TO 5AT15FY ALL CODE REQUIREMENT5. Table valid for enclosed structures
30-INCHE5 OR MORE ABOVE GRADE PER IRC R312.1.1,R312.1.2,R312.1.3. 2. WINDOW AND DOOR UNITS IN CONDITIONED SPACES TO COMPLY WITH ENERGY RATINGS PER CODE.
9. PROVIDE WINDOW FALL PROTECTION AT OPENINGS OF OPERABLE WINDOWS LOCATED MORE THAN 72-INCHE5 ABOVE 3. GLAZING USED IN DOOK5 AND WINDOWS TO BE TEMPERED OR.IF INSTALLED IN HAZARDOUS LOCATIONS.TO
FIN15HED GRADE PER IRC R312.2. CONFORM TO CODE GLAZING REQUIREMENTS IRC R30&. TABLE 215-FASTENERS FOR 130 MPH WIND,EXPOSURE B&40 P5F SNOW'"
10. EXISTING CONDITIONS TO BE INSPECTED BY CONTRACTOR AND ALL MATERIALS REPAIRED AND/OR REPLACED AS
REQUIRED TO RENDER THEM STRUCTURALLY SOUND AND COMPLETE. Fastener uantity/5 acing in
11. CONTRACTOR 50LEY RESPONSIBLE FOR MEANS AND METHODS DURING ALL PHA5E9 OF CONSTRUCTION.
12. OWNER/CONTRACTOR JOINTLY RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF AUTHORITY HAVING Detail ID Type ane an
JUR15DICTION(AHJ). 10' 1 IT 14' 16' iv
13. ANY DISCREPANCIES OR DEVIATIONS FROM DRAWINGS)REQUIRE REVISED ENGINEERING. 125A F1 1/2"Lag Screw into Stud 1 1 1 1 1
14. DRAWING5 APPLY ONLY TO STRUCTURAL/FRAMING ELEMENTS OF PROJECT. 1258 Fl• 1/4"Lag+3x3xO.1' Asher - - - - -
15. DRAWINGS NOT TO SCALE.SCALING OF DIMENSIONS OFF DRAWINGS NOT PERMITTED. 125C F1• 1/4"Lag Screw thru Al ffe 2®36"2536"2036" 036' 2036"
16.ALUMINUM SHOULD NOT BE USED IN DIRECT CONTACT WITH PRESERVATIVE TREATED WOOD. 12SC F2 1#&3/4"5D50 Poet lxb 2x3 2x4 2x4 2xb
17. STUDIO ENCLOSURES EXCEEDING 16FTAOFT AND GABLE ENCL05URE5 EXCEEDING 18FTxl8FT IN 51ZE REQUIRE 511E 1261) Fl #8x3/4"5050 Post 2x3 2x3 2x4 24 2xb
SPECIFIC ENGINEERING DRAWINGS. 1260 F2 1/4"Lag+1xlxO.1'Washer 2x3 2x3 2x3 2x4 2x4
15. STUDIO/GABLE ENCLOSURES IN HIGH SNOW LOAD(>40 P5F)AND/OR HIGH WIND AREA REQUIRE SITE SPECIFIC 126D F2 apron+lxlx .1 ash 2x3 2x3 2x3
ENGINEERING DRAWINGS. Zx4 2x4
125H F1 1#&3/4"5D50Poet 2x3 2x3 I 2x4 I 2x4 27,
FRAMING NOTES: ABBREVIATIONS: Note: Lag thread to fully engage Al H flargce and Header wp flange
1. FRAMING 5HAPE5 AND SIZES SHOWN ON APPROVED FRAMING DRAWINGS/FASTENER TABLES REPRESENT CBM=GRAFT-GILT MANUFACTURING COMPANY Table valid for enclosed structures
MINIMUM DIMENSIONS TO RESIST COMBINED WIND AND ALLOWABLE GROUND SNOW LOADS(SEE TABULATED D=DOOR,M=MULLION,W=WINDOW,P=PANEL,
VALUES). HC=HONEYCOMB PANELS,EP5=POLYSTYRENE PANELS.
2. EXTRUDED FRAMING SECTIONS TO USE 6063-T6 ALUMINUM ALLOY/TEMPER(OR BETTER). AL=ALUMINUM,H=THERMALLY-BROKEN ALUMINUM H-STIFFENER. TABLE 35-FASTENERS FOR IbO MPH WIND,EXPOSURE B&40 POF SNOW"
3. ALL STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF. PT=PRE55URE-PRE5ERVATIVE TREATED OR APPROVED DECAY RE515TANT,
4. ALL STRUCTURAL BEAMS TO BE CONTINUOUS BETWEEN SUPPORTS. IN=INCHES,FT=FEET,MPH=MILES PER HOUR P5F=POUNDS/50,FOOT Faotener Quantity/5pacino in
b. END BEARING OF FRAMING MEMBER(5)TO BE UNIFORM ACROSS FULL CP055 SECTION. IRC=INTERNATIONAL RESIDENTIAL CODE, IBC=INTERNATIONAL BUILDING CODE,
6. BUILTUP FRAMING MEMBERS TO BE MECHANICALLY CONNECTED IN FIELD TO ACT A5 A SINGLE MEMBER(MIN. 9PEC5=SPECIFICATIONS,MAX=MAXIMUM.MIN=MINIMUM,PIA=DIAMETER, Detail ID Type anel an
2#8505 06"oc/PLY). SOS=5ELF DRILLING SCREW, OC=ON CENTER A5CE=AMERICAN 50CIETY FOR CIVIL ENGINEERS 10' 12' 14' 16' 18'
7. BARRIER MEMB9ANE(5)/COATING5 TO BE INSTALLED TO PROTECT ALUMINUM MEMBERS FROM GALVANIC ACTION BY NOS=NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 125A F1 1/2"Lag Screw into Stud 1 1 1 1 2
OTHER METALS AND TO PREVENT CORROSION FROM CONTACT WITH CONCRETE,WOOD TREATMENTS AND OTHER 12bb FF 1/4 Lag+3x3x0.1'Washer - - - 1036" 1036"
MATERIALS. 12bC F1' 1/4"Lag Screw thru AI We 2036"2036"2036" ®36 2036'
6. MAXIMUM MEMBER LENGTH/HEIGHT NOT TO EXCEED DIMENSIONS SHOWN&TABULATED VALUES. 125C 1 F2 1#8x3/4"5050 Post 2x4 2x4 2x4 2x5 2xb
9. MULLION SPACING NOT TO EXCEED THE LE550R OF 7.5FT OR ONE HALF THE WALL DIMENSION. 1260 Fl #&3/4"5D5@ Post 2xb 2x5 2xb 2xb 2x6
10. WALL HEIGHT NOT TO EXCEED 111-3/4"(VINYL ENCLOSURES). 1260 F2 1/4' 7a0+1xtxO.1'Washer 2x3 2x4 2x4 2x5 2x6
FASTENER NOTES: 126D F2 1/4 Ta con+lxlx .1 ash 2x3 2x4 2x4 Zxb 2x6
1. FASTENER SIZES AND QUANTITIES SHOWN ON APPROVED CONNECTION DRAWINGS REPRESENT MINIMUM 7 Ft 1#8x3/4"505OPoet 2x3 I 2x3 I 2x4 2x4 2xb
INSTALLATION TO RESIST COMBINED SNOW AND WIND LOADING IN TABLES. Note:'Lag thread to fully engage AI H flanges and Header top flange
2. USE FASTENERS THAT COMPLY WITH BUILDING CODES.
3. USE FA5IENER5 THAT RESIST CORRO510N BY ACQ-C.ACQ-D AND CA-15 OR OTHER TREATED LUMBER(WHERE CONNECTION DRAWING LIST
APPLICABLE)AND/OR GALVANIC ACTION WHEN FASTENED THROUGH 01551MILAR MATERIALS.
4. HOT-DIPPED GALVANIZED COATED FA5TENER5 TO CONFORM TO A5TM A1b3 OR BETTER.
b. HOT-DIPPED GALVANIZED COATED CONNECTORS TO CONFORM TO A5TM A6b3(CLASS G-18b)OR BETTER. SHEET 1 OF 2-VINYL STUDIO ENCLOSURE CONNECTION NOTES
6. STAINLESS STEEL FASTENERS AND CONNECTORS TO BE USED IN HIGHLY CORROSIVE ENVIRONMENTS AS REQUIRED SHEET 2OF 2-TYPICAL VINYL STUDIO ENCLOSURE CONNECTION DETAILS
BY BUILDING CODES.M05T COMMONLY AVAILABLE ELECTROPLATED GALVANIZED FA5TENER5 DO NOT HAVE A
SUFFICIENT COATING OF ZINC AND ARE NOT RECOMMENDED.
7. NEVER MIX GALVANIZED STEEL WITH STAINLE55 STEEL IN THE SAME CONNECTION.
8. FASTENERS IN LUMBER(0.5>=G`=0.6)TO BE INSTALLED INTO PRE-DRILLED HOLES WITH DIAMETER NOT EXCEEDING
FASTENER SHANK MIN DIAMETER(0.133"DIA FOR#10 WOOD SCREWS,0.150"DIA FOR#12 WOOD SCREWS,0.171"DIA
FOR#14 WOOD SCREWS/0.2b"DIA.LAGS)PER FASTENER MANUFACTURER'S INSTRUCTIONS.
9. MINIMUM SPACING BETWEEN FASTENERS TO BE 2.bXNOMINAL FASTENER DIAMETER. Professional Engineer
10. MINIMUM SPACING FROM FASTENER TO EDGE OF PART TO BE 1.5xNOMINAL FASTENER DIAMETER. I hereby certify that this
11. ALL OVERDRIVEN FASTENERS TO BE REPLACED IN NEW HOLES. plan,specification,or
12. BOLT HOLES TO BE 1/32-INCH TO 1/16-INCH DIAMETER LARGER THAN THE BOLTS. report was prepared b
13. BOLTS TO MEET OR EXCEED ASTM A 307OR SAE J429 GRADES I OF 2,OR BETTER. me or uncler my airect PROJECT: CONTRACTOR:
14. BOLT TO EXTEND THROUGH THE FULL THICKNE55 OF THE MEMBERS. supervision and that I am
15. BOLTS TO BE USED WITH WASHERS NOT LESS THAN A STANDARD CUT WASHER UNDER THE HEAD AND NUT MEETING a duly Licensed V I N Y L
AN51818.22.1. Professional Engineer
16.FASTENER QUANTITY/SPACING DESIGNATION NO IN TABLES REQUIRES 2 ROWS OF 6 FASTENERS,OF TYPE SHOWN under the laws of the 5 T U D I 0 E N C L 0 5 U E
IN TABLE. state of Minnesota t
17. FOR CONNECTIONS TO MA5ONRY/5OLID CMU.REPLACE LAGS WITH SAME DIAMETER HILTI ADHESIVE ANCHORS 1
'1
TAPCON5/NAIL ANCHORS.INSTALL PER MANUFACTURER INSTRUCTIONS. Signature: r� DRAWN BY:LY DWG NO.:SHEET 1 OF 2 CONNECTION NOTE S
18. MA50NRY VENEER 15 NON-STRUCTURAL.DRILL THRU VENEER AND ATTACH LA05 DIRECTLY TO STRUCTURAL FRAMING. Typed or Prints e: Studio 40 5now Conn Vinyl
Craig John Joss y (E�/"�05 U f�E �)
Date:07/25/2022 SCALE:N.T.5.
License Number:26206 DATE:6/7/2022
TYFICAL FRONT WALL CONNECTION DETAIL5 TYFICAL 50E WALL CONNECTION DETAIL5
►12bA 126
126'
►12bB ►12bA 125 126A W
►12bL
►12bB 12bE �12bE #6xl"505024" t 1210b
0
2bC =
012bL i 1268
z
12bH 12bH 12b1 b1 w
12
12b 126f 126 126E
�` 1 25J #60'5D5@Center of Unit
12bG 12bG L125K 2bF 125E
1 bH 125H 5ECTION 12bL 126C 126D
DECK/SLAB (BETWEEN DOOK/WINDOW AND DECK/SLAG n8xr'5P5018"
► 12bF 12bE 1264 TKAN50M) 125 1261)
SECTION 125 CBM Panel CBM Panel SECTION 126
Al H Stiffener
1/2"Diam.Lag 016"with 3"Embed.(Min.) #8x3/4"505 0 6" 4 #8x3/4"505 0 H
into Wall Studs.Pre-Drill Holes.
Fastener Type Ft 0 Mid Panel Fastener Type F1 0 Al H's
1-#8x3/4"5D50Each End w/3"x3"xO.1"Al Plate Washer
Weatherproof w/5calant Weatherproof w/Sealant
CBM Silicone Sealant B Others (By Others) —C6M Panel
(continuous) ( Y )
#8x3/4"5D59D6" �� Elec/Post/Corner
CBM Silicone Sealant CBM Silicone Sealant Elec/Post/Corner
(Continuous) (Continuous)
—CBM Panel SECTION 126G
Fastener Type F1 Fastener Type F1 (BELOW WINDOW AT KNEEWALL)
/71 #8x3/4"50506" Fastener Type F1 Fastener Type F1
Flashing(Per Code) #8x1"5D5(C012"
Flashing(Per Code) '`.'e • 'r:. er Type
#8x3/4"5D5Cd'6" Fastener Type F2 ;; ;';'« wl 1"Fa5teiam.Washer or
Fastener Type F1 0 16"with w/1"Diam.Washer or ,-;} •• L-Bracket
L Bracket _
3"Embed.(Min)into Wall Studs. #8x3/4"5D5 6" Fastener Type F2 Post/Mullion/A-Fr.Co. .r:.' (�Post/Mullion/A-Fr.Col. - #8x1"5D5�12"
Pre—Drill Holes. <' '•'a w/2"Embed. Min. b
SECTION 125A w/3"Embed.(Min.) ( ) �
(PANEL HANGER 0 HOUSE) #Sx3/4"5D5 0 6" Perimeter Joists Concrete
Fastener Type F2
Foundation
CBM Panel 1 Elec Mullion/Post SECTION 126D&125F SECTION 126D&12bF SECTION 125E
- #8x3/4"5D5612" SECTION 1258 (AT COLUMN TO DECK) (AT COLUMN TO FOOTING) (AT TKAN50M)
CBM Silicone Sealant (HEADER INBETWEEN COLUMNS) SECTION 12bC
3-#8x3/4"5D50Each End (HEADER MULLION/POST)
#Sx1"51)506"
#8x3/4"5D5(c�12" -2-#14x3" TB
5ECTION 126A 1"x6"min.
#8x2"50506"
Flaohinq(Per Code) n ��
CBM Panel Tr-;I-J--;L
-- � #8x3/4"5D5012"
Fastener Type F1 II1/4"A-1/2"Nail Anchor 016"for I
4-#8'x3/4'5D5 #8x1' 5D506" 1 #&xl"5D5OTB iConcrete 51ab(min.4/unit) _ _l - _ _- Flashing(Per Code)
448"x3/4"5D5 #14x3"Hex016"for '
Wooden Deck(min.4/unit) ____-.. ... Flashing(Per Code) 1/4"A-1/2"Nail Anchor(016"
Gusset Plate for Concrete 51ab(min.4/unit) -2-#14x3"®TB
1/4'A-1/2"Nail Anchor 016"for #14x3"Hex0 eve 'oi5t Icss than 24"o.c• For Timber Walls:
I SECTION 125K rYJ ( )
#8xi"5D5OTB (For GLA55 KNEEWALL) (Concrete 51ab(min.4/unit) (for Wooden Deck(min.4/unit) #14x3"Hex 0 16"o.c.
#8x1' 5D506" #14x3"Hex016"for For Masonry Walls:
- 4-#8"x3/4"5D5 (Wooden Deck(min.4/unit) SECTION 125E 1/4"x3"Nail Anchor 0 16"o.c.
Gusset Plate #&xl"5D5®6" (AT DOOR TRACK)
I?i
4-#8"x3/4"5D5 Prof e6srcrh-d1>gh er 5ECTION 126E
Fastener Type F1 I 0'AWPfKKtF?A*)kL) (AT HOUSE WALL)
5ECTION 125H 5ECTION 125H 5ECTION 125H pan,specification,or
(AT TRAN50M) (ALONG COLUMN) #&xl"5D5®6" report was prepared by
(AT FLOOR LEVEL)
4-#&"x3/4"5D5 supervision and that I am PROJECT: CONTRACTOR:
#&xl"5050TB Gusset Plate #8x1"50506" SECTION T2bl Prof skinsed s Engineer VINYL
(ALONG COLUMN) under the laws of the 5TU D I O E N C LO5 U ICE
state of Minnesota 1
#8x1"5D5C�TB 4#8"x3/4"5D5 - #8x1"5D5�6" Signature: ;� CONNECTION DETA I L5
.� DRAWN BY:LY DWG NO.:SHEET 2 OF 2
4#&"x3/4"5D5 Typed or Printe e: 120 150 & 150 M pH
4#8"x3/4"5D5 SECTION 1221 Craig John Joss Vinyl Studio 40 5now Conn i� ►
SECTION 122G 5ECTION 122H (ALONG COLUMN) FOR NOTE5 5EE 5HEET 1-CONNECTION NOTES Date:07/25/2022 5CALE:N.T.5. EXI 5 & 4-0I 5F 5NOW
(AT TKAN50M) (AT TKAN5OM WING) License Number:26206 DATE:6/7/2022