HomeMy WebLinkAboutAPPROVED Gibney PlansDRAWING INDEX
SHEET
SHEET TITLE
01
GENERAL NOTES
02
STRUCTURE PLAN
03
SUPPLEMENTAL DETAILS
04
SUPPLEMENTAL DETAILS
05
SUPPLEMENTAL DETAILS
GENERAL NOTES
A. DESIGN CRITERIA
1.0 REFERENCED STANDARDS
1.1 FLORIDA BUILDING CODE, 7TH EDITION (2020)
1.2 ASCE 7-16
1.3 ASTM SPECIFICATIONS FOR CONCRETE
1.4 ACI 318-LATEST EDITION FOR STRUCTURAL CONCRETE
1.5 ADM 2015
1.6 AA ASM35, AA ADM 1
2.0 DESIGN LOADS
2.1 DEAD LOADS: MEMBER SELF -WEIGHT
2.2 LIVE LOADS: 300 LB VERT. LOAD ON PRIMARY MEMBERS
200 LB VERT LOAD ON PURLINS
2.3 DESIGN WIND SPEED PER F.B.C., CH. 16 LATEST EDITION
Vult: 150 M.P.H.
Vasd: 116 M.P.H.
2.4 RISK CATEGORY: 1
2.5 EXPOSURE CATEGORY: B
2.6 BUILDING TYPE: PARTIALLY ENCLOSED GCpi = +/- .55
2.7 SOLID ROOF COMPONENT & CLADDING DESIGN PRESSURES (asd):
ZONE 2: +16.0 / -31.1 PSF
ZONE 3: +16.0 / -36.2 PSF
2.8 WIND LOADS PER F.B.C. TABLE 2002.4 (MWFRS)
FOR 20x200.013" MESH SCREEN:
HOR PRESSURE ON WINDWARD SURFACES: 31
PSF
HOR PRESSURE ON LEEWARD SURFACES: 22
PSF
VERT PRESSURE ON SCREEN SURFACES: 09
PSF
VERT PRESSURE ON SOLID SURFACES: 25
PSF
2.9 FOR 18x14x0.013" MESH SCREEN, APPLIED FACTOR:
.88
2.10 FACTOR APPLIED TO ALLOWABLE STRESS DESIGN
PRESSURES:
.6
B. RESPONSIBILITIES
1.0 A LICENSED CONTRACTOR SHALL
PERFORM ALL SITE WORK IN ACCORDANCE WITH APPLICABLE
BUILDING CODES, LOCAL ORDINANCES, ETC.
2.0 CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISITNG
FIELD CONDITIONS AND DIMENSIONS PRIOR TO
COMMENCEMENT OF DEMOLITION, CONSTRUCTION AND/OR
FABRICATION. THE CONTRACTOR SHALL VERIFY THAT THE HOST
STRUCTURE/FOUNDATION IS IN GOOD CONDITION WITH
SUFFICIENT STRENGTH TO SUPPORT PROPOSED STRUCTURE.
THE ENGINEER OF RECORD IS TO BE CONTACTED IN WRITING
FOR CLARIFICATION IF DISCREPANCIES ARISE.
3.0 THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND
METHODS ASSOCIATED WITH WORK TO BE COMPLETED. THIS IS
TO INCLUDE ALL SHORING AND/OR BRACING REQUIRED FOR
COMPLETION OF PROJECT.
4.0 THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF
COMPONENTS, FIXTURES, OPENINGS, AND LANDSCAPING ON
THE SITE WHICH ARE NOT INCLUDED WITHIN THE SCOPE OF
THIS PROJECT. IF DAMAGE OCCURS TO ITEMS NOT INCLUDED
WITHIN THE SCOPE OF THIS PROJECT, THE CONTRACTOR IS
RESPONSIBLE FOR RETURNING THAT ITEM TO ITS PREDAMAGE
CONDITION.
5.0 THESE DRAWINGS AND DETAILS HAVE BEEN PREPARED AND
ENGINEERED BASED ON INFORMATION PROVIDED BY THE
CONTRACTOR AND/OR MANUFACTURER. CONTRACTOR SHALL
NOTIFY THE ENGINEER OF RECORD IN WRITING PRIOR TO
CONSTRUCTION IF THERE ARE DISCREPANCIES WITH THE PLANS
OR EXISTING SITE CONDITIONS THAT NEED TO BE ADDRESSED.
GIBNEY PROPERTY
771 SE SOLAZ AVE., PORT ST. LUCIE, FL 34983
C. MATERIALS
1.0 CONCRETE / FOUNDATION
1.1 SOIL
1.1.1 ASSUMED SOIL BEARING PRESSURE: 1500 PSF
1. 1.2 PRIOR TO CONCRETE PLACEMENT, TREAT ENTIRE
SUBSURFACE FOR TERMITES IN ACCORDANCE WITH
F.B.C. REQUIREMENTS FOR SUNROOMS. NOT REQUIRED
FOR EXTERIOR SCREENED ENCLOSURES.
1. 1.3 CONCRETE PLACED OVER A POLY VAPOR SHIELD WHERE
APPLICABLE.
1.2 CONCRETE
1.2.1 ALL CONCRETE SHALL BE 3000 PSI MINIMUM.
1.2.2 CONCRETE SHALL CONFORM TO ASTM C94 FOR:
1.2.2.1 PORTLAND CEMENT, TYPE 1 - ASTM C150
1.2.2.2 3/4" AGGREGATE MAXIMUM - ASTM C33
1.2.2.3 AIR ENTRAINING, +/- 1 % - ASTM C260
1.2.2.4 WATER REDUCING AGENT - ASTM C494
1.2.2.5 CLEAN POTABLE WATER
1.2.2.6 OTHER ADMIXTURES SHALL NOT BE PERMITTED
1.2.3 ALL SLABS ON GRADE SHALL BE 4" THICK MINIMUM
1.3 REINFORCEMENT
1.3.1 FIBERMESH (3/4" PER CU. YD.) MAY BE USED IN LIEU OF
WELDED WIRE MESH IF APPROPRIATE ACI AND ASTM
REQUIREMENTS ARE MET.
1.3.2 METAL WELDED WIRE MESH (WWM) SHALL CONFORM
TO ASTM A185.
1.3.3 STEEL REINFORCEMENT SHALL BE ASTM A615 GRADE 60
WITH Fy = 60 KSI (U.O.N.)
1.4 PREPARE AND PLACE CONCRETE IN ACCORDANCE WITH ACI
MANUAL STANDARD PRACTICE PARTS 1,2 & 3 ALONG WITH
HOT WEATHER CONDITION RECOMMENDATIONS.
1.5 IF UTILIZING AN EXISTING SLAB/FOOTING, CONCRETE SLAB
SHALL BE A MINIMUM OF 3-1/2" THICK AND VISIBLY FREE OF
DETERIORATION, SPALLING OR EXCESSIVE CRACKING.
CONTRACTOR TO VERIFY THAT EXISTING FOOTING IS A
MINIMUM OF 12" WIDE AND 8" DEEP BELOW EXISTING SLAB
OR 12"x12" STRIP FOOTING.
2.0 ALUMINUM
2.1 ALL STRUCTURAL ALUMINUM SHALL BE MIN:
2.1.1 EXTRUSIONS: 6005 T5 ALLOY
2.1.2 TUBES: 6063 T6 ALLOY
2.2 STRUCTURAL ALUMINUM DESIGN SHALL CONFORM TO
"PART 1-A - SPECIFICATIONS FOR ALUMINUM STRUCTURES -
ALLOWABLE STRESS DESIGN" OR "PART 1-B - SPECIFICATIONS
FOR ALUMINUM STRUCTURES - BUILDING LOAD AND
RESISTANCE FACTOR DESIGN" OF THE LATEST ALUMINUM
DESIGN MANUAL.
2.3 PROVIDE DIELECTRIC SEPARATION WHERE ALUMINUM COMES
IN CONTACT WITH STEEL OR PRESSURE TREATED LUMBER
2.4 ACTUAL WALL THICKNESS OF EXTRUDED ALUMINUM
MEMBERS SHALL NOT BE LESS THAN 0.040 INCH
2.5 SELF -MATING BEAM SECTIONS TO BE STITCHED WITH #12 SMS
SPACED AT 6" ON -CENTER FROM THE ENDS AND 24"
ON -CENTER THROUGHOUT THE REMAINDER.
2.6 MINIMUM THICKNESS FOR FORMED SHEET ALUMINUM
STRUCTURAL WALL PANELS (KICK -PLATES) SHALL BE 0.024".
2.7 18x14x0.013" MESH SCREEN SHALL BE USED UNLESS APPROVED
BY THE ENGINEER OF RECORD.
2.8 ROOF BRACING SHALL BE A MINIMUM OF 2"x2"x0.050"
2.9 DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR.
2.10 FOR PICTURE WINDOW MODIFICATIONS TO EXISTING
SCREEN ENCLOSURES, THE CONTRACTOR SHALL VERIFY
THE EXISTING SCREEN ENCLOSURE IS IN STRUCTURALLY
SOUND CONDITION AND MEETS THE REQUIREMENTS OF
THE DETAILS WITHIN THESE PLANS.
2.11 IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SHALL MEET THE FLORIDA BUILDING CODE,
RESIDENTIAL SECTION R4501.17 RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS IN ITS ENTIRETY.
�,•' \,ACENSF •,C�� i
No. 89757
�� STATE OF
`roNAI. co �.
2021.04.30 14:07:59-04'00'
THIS DOCUMENT HAS
BEEN ELECTRONICALLY
SIGNED AND SEALED BY
JOS14UA M. BICE, P.E.
USING A CA -I
AUTHENTICATION CODE.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE CA-1
AUTHENTICATION CODE
MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
2.12 SCREEN ROOM ALUMINUM ROOF SECTIONS (COMPOSITE
OR PAN) SHALL BE SELECTED/DESIGNED FOR THE WIND
PRESSURE STATED WITHIN THE WIND LOADS SECTION OF
THESE GENERAL NOTES. THE SELECTION OF THESE ROOF
SECTIONS WAS BASED ON THE SPAN TABLES PUBLISHED
AND CERTIFIED BY INDEPENDENT FLORIDA LICENSED
ENGINEERS WITH THE UP-TO-DATE N.O.A.
3.0 FASTENERS
3.1 ALL FASTENERS SHALL COMPLY WITH ASTM Al53.
3.2 ALL CONCRETE SCEWS SHALL BE TAPCON, SIMPSON, HITLI,
REDHEAD OR APPROVED EQUAL.
3.3 ALL LAG BOLTS SHALL HAVE A MIN. EMBED OF 8x BOLT DIA
INTO STRUCTURAL FRAMING.
3.4 USE STAINLESS STEEL TYPE 300 18-8 FOR FASTENERS
CONNECTING ALUMINUM COMPONENTS OR PRESSURE
TREATED LUMBER, UNLESS OTHERWISE NOTED ON PLANS
OR MANUFACTURER OF GALVANIZED BOLTS SPECIFIES FOR
USE WITH ACE PRESSURE TREATED WOOD.
3.5 THE MIN CENTER TO CENTER SPACING FOR SMS SHALL BE
3/4" AND THE MIN CENTER TO EDGE DISTANCE SHALL BE
1/2" UNLESS OTHERWISE NOTED.
3.6 FOR lx2 MEMBERS TO MASONRY/CONCRETE USE
GALVANIZED 1/4"x2-3/4" TAPCONS OR SIMILAR AT 18" O.C.
3.7 FOR 1x2 MEMBERS TO WOOD FRAME USE
#14x2-3/4" WOOD SCREW AT 18" O.C. (TYP.)
3.8 FOR lx2 MEMBERS TO ALUMINUM USE #10xl-1/2" SMS
OR TEK SCREWS AT 18" O.C. (TYP.)
3.9 FOR lx2 MEMBERS INSTALLED THROUGHOUT AN "OPEN
VIEW" OR "PICTURE WINDOW" ASSEMBLY, THE
FASTENER SPACING SHALL BE REDUCED TO 12" O.C. MAX.
ALUMINUM EXTRUSION DIMENSIONS
HOLLOW SECTIONS
SELF -MATING
SECTIONS (SMB)
2x2
2"x2"x0.050"
2x4
2" x 4" x 0.044" x 0. 100"
2x3
2"x3"x0.050"
2x5
2" x 5" x 0.050" x 0. 118"
2x4
2"x4"x0.050"
2x6
2" x 6" x 0.050" x 0.120"
2x5
2"x5"x0.050"
2x7
2" x 7" x 0.057" x 0.120"
OPEN -BACK SECTIONS
2 x 8
2" x 8" x 0.072" x 0.224'
1 x 2
1" x 2" x 0.044"
2 x 9
2" x 9" x0.082" x 0.224"
Ix3
Vx3"x0.045"
2x10
2" x 10" x 0.092" x 0.374"
SNAP SECTIONS
TUBES
2x2
2"x2"x0.045"
4x8
4"x8"x0.,125"x0.219
2 x 3
2" x 3" x 0.050"
6 x 6
6" x 6" x 0.25" (6005-T5)
2x4
2"x4"x0.045"
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CONTRACTOR:
ROY SMITH SCREENS &
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PROPERTY ADDRESS:
771 SE SOLAZ AVE.,
PORT ST. LUCIE, FL 34983
DATE:
04/15/2021
PROJECT NO:
A21-041406
SHEET:
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CONTRACTOR:
ROY SMITH SCREENS &
SHUTTERS
PROPERTY ADDRESS:
771 SE SOLAZ AVE.,
PORT ST. LUCIE, FL 34983
DATE:
04/15/2021
PROJECT NO:
A21-041406
SCREEN ENCLOSURE PLAN
SCALE: 1/8" = F-0"
INDICATES CABLE BRACE.
SEE DETAILS 2/03 & 3/03
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SECONDARY ANGLE MIN. 1 /8" STAINLESS
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COLUMN EA. SIDES TYPO 1/8" MIN. 3000 SI CONC W/ 6x6 - 1Ox10
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AT EACH ANGLE EA. SIDE W/ MIN. 2-1/2" EMBED. 2"x2"xl/8" ANGLE W/ (2) #12x3/4" IS INSTALLED ON IIV1'E COLUMN �%G E N $F ' . `'
INTO FOOTING (TYP.). NOTE: FOR SECONDARY SMS EA. SIDE (TYP.)
ANGLE, USE 2 ANCHORS FOR COLUMNS 2x6 AND o 0 0 0
LARGER. WHEN FASTENING TO WOOD USE 3/8" 1/8" CORNER GUSSET
GALV. LAG SCREW IN LIEU OF CONC. ANCHORS o o ANGLE BRACKET NO. 89757 _ Z
1"x2" OPEN -BACK BASE PLATE
AND ENSURE PENETRATION MIN INTO
STRUCTURAL FRAMING BENEATH.TH. (TYP.) (TYP. EA. SIDE) o (9) #14 x 3/4" SMS TO - * * Vr\i * = Vi
WALL MEMBERS (TYP.)
4" SLAB MIN. 3/8" DIA. x 3" MIN. EMBED. CONC. .' 'I�,
NOTE: IF PAVERS ARE ALUMINUM EXTRUSION SCREW ANCHOR (TAPCON OR EQUAL)
3" MIN. CONC. PRESENT, CONCRETE VARIES (TYP.) SEE SHEET G STATE O F 4 `
EDGE DISTANCE ANCHORS SHALL 02 FOR SIZES - • , . P \
(TYP.) PENETRATE INTO 5/16" EYEBOLT W/ DBL NUTS. 1/8" STAINLESS STEEL CABLE ��s ' • O R I C a�� \\\
FOOTING 2-1/2" MIN. LOCK NUT & WASHER TO BE MIN. 3000 PSI CONC W/ // S� N A` �',% `\N N M
2-1/2" MIN. SPACING (TYP.) CORROSION RESISTANT o o //
SUBSTRATE PER U a' (') e' b 6x6 - 1Ox10 W.W.M. OR / I 1 1 1 A A
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COLUMN VARIES. SEE SHEET ® ELECTRONICALLY SIGNED ANDo
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SMS EA. SIDE (TYP.) 1/4" CONCRETE ANCHOR (TAPCON XL OR EQUAL) USING A CA-1 AUTHENTICATION W W W W ZO a 0000 M
AT EACH ANGLE EA. SIDE W/ MIN. 2-1/2" EMBEDMENT
INTO FOOTING (TYP.). WHEN FASTENING TO WOOD CODE. PRINTED COPIES OF THIS A > x H Gq W Q
SECONDARY ANGLE MIN. 1/8" 4" SLAB MIN. 1-1/4"x5-5/8"xl-1/8" FLAT BAR W Q ,
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COLUMN EA. SIDE (TYP.) STRUCTURAL FRAMING BENEATH. (TYP.) SCREWS SIGNED AND SEALED AND THE CA-1 w W u (j
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VERIFIED ON ANY ELECTRONIC Z Z
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SCREW (TAPCON XL OR EQUAL) W/
MIN. 2-1/4" EMBED. CONC SCREW a' A W O Q OU O
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TO PURLIN (TYP.) F,
COLUMN AND SPACED AT 24" O.C. TO EAVE RAIL (TYP.) PER PLAN _
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WAIN 6" MAX. NOT I SMS EACH SIDE 02 (')
REQUIRED WHERE (2) #12x3/4" EA. LEG INTO LL $
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TO INTERSECTING MEMBER W/ (4) #10 SMS- SCALE' N.T.S. W
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INCREASE LENGTH OF TAPCON TO ENSURE 02 FOR SIZE
PENETRATION INTO END MIN 2-1/4". o FASTEN TO EAVE RAIL
z. WHEN FASTENING TO WOOD USE 1/4" SMS WITHIN 6" OF COL. SNAP
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a GALV. LAG SCREW IN LIEU OF CONC. a O.C. WHERE SELF MATING SNAP O O
° ANCHORS AND ENSURE PENETRATION MIN ° EXTRUSIONS ARE USED STITCHING NOTE. n w Z z CONTRACTOR:
NOT REQUIRED BEAM TY SMS/SIDE SUCH THHAT IT F TS INSIDESMB D q U q U
a 2-1/4" INTO STRUCTURAL FRAMING BENEATH. w NOTCH MAY APPEAR DIFFERENT 2x4 5 - #12 WITH NO SIGNIFICANT SLIP �' `�' ROY SMITH SCREENS &
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ti W/ T #12NGLEMS (TYP.) 1 o NOTCH BEAM TO RECEIVE COL. 2x6 7 - #12 LOCATED ALONG THE TOP AND W O dw U O w U SHUTTERS
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O ALTERNATE: FASTEN 1x2 TO BIM OF O — — �E�EILIIMBER COLUMN W/ THE SPECIFIED 2x8 10 - #12 THAT NO LESS THAN A 1-1/8"
BTM PLATE
Oq (TYP) JAMB VERT W/ (2) #lOxl-1/2" SMS Oq - - ORPURLIN QUANTITY OF #120/4" SMS Q 2x9 10 - #14 SEPERATION OCCURS BETWEEN z Q H PROPERTY ADDRESS:
(INTERNAL) INTO SCREW BOSS OF JAMB _ _ PER ADJACENT TABLE (TYP.) a 2x10 10 - #14 FASTENERS OR 1-1/4" IN THIS Wda W O W O
FASTEN DOOR JAMB TO lx2 BASE PLATE W/ (2) FIELD. MAINTAIN NO LESS THAN da F O o.. H 771 SE .S' OLAZ AVE.,
#10 SMS THROUGH JAMBINTO SCREW BOSS OF a
Ix2 (ENSURE PENETRATION INTO Ix2 MIN V) PURLIN. SEE SHEET 1 2" FROM EDGE OF GUSSET.
a FASTENERS MAYBE STAGGERED 2X4SMB 9/18/36 PORT ST. LUCIE, FL 34983
02 FOR SIZE TO ALLOW ROOM FOR THE 2X5SMB 9/18/36
MIN. 3000 PSI 6x6 - 1 Ox10 PROPER QUANTITY. SEE ADJ.
CONC FTG/SLAB WITH FASTENER TABLE FOR PROPER 2X6SMB 9/18/36 DATE;
W.W.M. ORFIBERMESH(TYP.) QUANTITY. INTERNAL 04/15/2,021
ATTACHMENT SCREWS MAY MAY BE 2X7SME 10/20/40
COUNTED AS GUSSET 2X8SMB 14/28/56 8/16/32
CONNECTION SCREWS. 2X9SMB 14/28/56 PROJECT NO:
BEAM. SEE CONTRACTOR MAY USE SAME
SHEET 02 FOR SIZE PATTERN FOR A -FRAMED 2X9H SMB 14/28/56 A21-041406
CONFIGURATIONS. 2X10SMB 15/30/60
4 TYPICAL DOOR JAMB/HEAD DETAIL 7 ROOF BRACING CONNECTION 8 COLUMN TO BEAM CONNECTION 9 GUSSET CONNECTION SHEET:
03 SCALE: N.T.S. 03 SCALE: N.T.S. 03 SCALE: N.T.S. 03 SCALE: N.T.S. S03
EXISTING WOOD FASCIA (TYP.)
FASTEN GUTTER TO EXISTING WD FASCIA W/ U 1/8" GUTTER "STIFFENER" LOCATED \\\ nw
FASTEN GUTTER TO EXISTING WD FASCIA x #14x2" SMS AT 18" O.C. (STAGGER TO PREVENT d AT EACH BEAM. FOR BEAMS GREATER \\ NV A M.
W/ #14x2" WD LAG SCREW AT 18" O.C. WD SPLITTING) w THAN 2x6 INSTALL FASTENERS AT \ �i
STAGGERED TO PREVENT WD SPLITTING. BEAM LOCATION AND BETWEEN BEAMS. \\ O. IC EN
c7 GIRT Ix2 OR 2x2 FASTENED (INTERNALLY)TO 3 \ �' F ' • i
(TYP.) ( ) FASTEN STIFFENER TO FASCIA
2x2xl/8" ANGLE EA SIDE OF BEAM W/ BEAM FACE W/ #]Oxl-1/2" SMS (2 FOR lx2 OR F, p. C7
FOR 2x2) THROUGH BEAM FACE INTO SCREW u w W/ (2) # I4x2" WD SCREW. FASTEN
2)( 4 = Z
#12x5/8" SMS INTO BEAM AND (2)#12x2-1/2" ¢ BOSS OF GIRT. (TYP.) E~ STIFFENER TO GUTTER FLANGE N O. 89757
THRU GIRT INTO GUTTER-(TYP.) FOR BEAMS a FASTEN GIRT TO GUTTER FACE W/ #10x(I-1/2" SMS W/ (3) #12x1/2" SMS. (TYP.) _
OVER 2X5SMB PROVIDE SECONDARY x x FOR lx2 AND 2-1/2" SMS FOR 2x2) 18" O.C. AND w
ANGLE BELOW GIRT EACH SIDE -FASTEN aW. WITHIN 6" OF BEAM (TYP.) .� >
EACH LEG / 2 12X5/8"SMS
2x2xl/8" ANGLE ONE SIDE OF BEAM. FASTEN
CAGE BEAM TO GUTTER FACE W/ (2) #12x5/8" SMS. FASTEN TO i O STATE OF
BEAM FACE W/ (2) #12x5/8" SMS / / ���� ' • . R� O RI D
1/8" GUTTER "STIFFENER" LOCATED AT / // SS� • • • • • • •G�� \\\ N M
EACH BEAM-FOR2 6INALL STIFFNE S AT S GREATER BEAM CAGE BEAM �NA:'
LOCATION AND BETWEEN BEAMS. FASTEN 0— / / / [ [ [ [ I \ \ 04 a
1/8"x2"x (9" FOR 5" GUTTER OR 11"
STIFFENER TO FASCIA W/ (2) #14x2" WD W
FOR 7" GUTTER) ALUM PLATE. MIN. THIS DOCUMENT HAS BEEN W
SCREW. FASTEN STIFFENER TO GUTTER 2" LAP ONTO CAGE BEAM. FASTEN W �" p �
FLANGE W/ (3) #12xl/2" SMS. (TYP.) TOP VIEW TO CAGE BEAM W/ (4) #12x5/8"SMS. ELECTRONICALLY SIGNED AND . 0..i O � �p
GIRT (lx2 OR 2x2) FASTENED FASTEN To GUTTER W/ (8) #12x5/8" TOP VIEW SEALED BY JOSHUA M. BICE, P.E. Z W Oa W. Z u M
(INTERNAL)TO BEAM FACE EXISTING ROOF DECKING SMS 1-1/2" O.C. USING A CA-1 AUTHENTICATION rW W W o
W/#10xl-1/2" SMS (2)FOR ALTERNATELY: CONTRACTOR MAY EXISTING ROOF DECKING CODE. PRINTED COPIES OF THIS W z W a EXISTING DRIP EDGE
lx2 OR (4) FOR 2x2) THROUGH ELECT TO LAP 2x2x.050 GIRT ONTO DOCUMENT ARE NOT CONSIDERED r" Q (� Ca
BEAM FACE INTO SCREW BOSS CAGE BEAM 5". FASTEN TO BEAM FERCLADDING AND F" Z x W U
OF GIRT.(TYP.) FASTEN GIRT EXISTING WOOD W/ 4 #12x2-1/2" SMS INTO CAGE HOWN FOR CLARI SIGNED AND SEALED AND THE CA-1 R, O V) � E.
TO GUTTER FACE W/#12 SMS FASCIA (TYP.) BEAM. FASTEN GIRT TO GUTTE EEDGE AUTHENTICATION CODE MUST BE O Q
2x2)118" O.C. AND WIITHIN 6" OF �% P+ W
W/ (8) #12x2-1/2" SMS SPACED AT Z Z .l
1-CE AT i VERIFIED ON ANY ELECTRONIC O W
BEAM (TYP.) STRUCTURAL CAGE BEAM EXISIA COPIES. 7 W Z Z i a
COVER BEAM WHERE TRIMMED GUTTER NOTE: PURLIN MAY ALSO BE FASTENED TO GIIiT pG Q W � OU
FASTEN W/(2)#12SMS EACH SIDE PER p� THIS LOCATION. FASTEN IN A MANNER O W ,"Cr 0
2x2xl/8" ANGLE EA SIDE OF BEAM W/(2 SIMILAR TO DETAIL [5/03] TRTER 'iWT.' [r F 'U-' O
#12x5/8" SMS INTO BEAM AND (2)#12x2-1/2"
THRU GIRT INTO GUTTER(TYP.) FOR BEAMS FOR SPANS OVER 32' CLOSE BOTTOM OF BEAM WHEN TRIMMED BEYOND E•" �, Q
OVER 2X5SMB PROVIDE SECONDARY PROVIDE .062 BACKING AT W/ .044 RECEVING CHANNEL. FASTEN W/ (2) SIDE VIEW 4 � F-' r1 - a
ANGLE BELOW GIRT EACH SIDE -FASTEN EACH BEAM CONNECTION #12xl/2" SMS EA SIDE a '�
EACH LEG W/(2)#12X5/8"SMS SIDE VIEW
1 AND
BEAM TO GUTTER CONNECTION NOTE: NOTTSHOWN ORCLARITY 2 CORNER CONNECTION
04 SCALE: N.T.S. 04 SCALE: N.T.S.
0
U
PROVIDE 1/8" INTERNAL CHANNEL CUT TO FIT W/ NO SLIP <'')
TOLERANCE. FASTEN TO COLUMN W/ (2) 3/8" HEX BOLT -NUT
M
AND LOCK WASHER OR LOCKING NUT. ALTERNATELY FASTEN -1 E
W/ #14x9/16" SMS (4) EA SIDE. FASTEN CHANNEL TO CONCRETE z c LL 10 E
W/(4) 3/8"X4" TAPCON OR EQUAL. FOR WOOD USE 3/8" GALV LAG F_
SCREW IN LIEU OF CONC. ANCHORS. LENGTH OF ANCHORS .. 7
DECIDED BY MIN. 4" EMBEDMENT INTO CONCRETE FOOTING. c: 0 O s c
n c y
v O U'
PROVIDE 1/8"x 2" x2" ANGLE EA SIDE. FASTEN TO FASTEN PANELS W/#14X4"SMS-
CONCRETE W/ (2) 3/8"x 4" TAPCON EACH SIDE. FASTEN W/1-1/2" NEO-WASHER 12" O/C z
TO COLUMN W/ (2) 3/8" HEX BOLT -NUT AND LOCK y
WASHER OR LOCKING NUT. ALTERNATELY FASTEN = d S
TO COLUMN W/ #14x9/16" SMS (4) EACH SIDE. FOR N 3
WOOD USE 3/8" GALV LAG SCREW IN LIEU OF CONC. Q
ANCHORS. LENGTH OF ANCHOR TO PENETRATE CONC. ui -
FTG MIN. 4". \ Z) O
NOTCH COLUMN TO RECEIVE BEAM. uj ,
FASTEN COLUMN TO EDGE BEAM 1 O 7
W(4) 3/8" HEX BOLTS THROUGH Z N
COLUMN AND EDGE BEAM - ^ M M
PROVIDE ADDITIONAL BEAM STIFFENER �
EDGE BEAM PER PLAN @ 48" LAPPED 2" ON BEAM AND 2" ON � L �'r
SEE BEAM TO GUTTER STIFFENER. FASTEN TO EACH ��// LLl O u�Oi v�Oi
GUTER CONNECTION MEMBER W/ (2) #12xl/2" SMS ('I'YP.) z >,
" FASTEN PANELS TO BEAM W/#12X4SMS N
PROVIDE GUTTER STIFFENER c" rn
AT 48" O/C. SEE DETAIL 5/03 f W/1-1/2" NEO WASHER AT 12" O/C (TYP.) M
COLUMN PER PLAN
ALUMINUM ROOF PANEL N �-'�
SIDE VIEWS
5 COMPOSITE ROOF TO CAGE CONNECTION
TOP VIEWS 04 SCALE' N.T.S. SMB FOR ADDITIONAL HEIGHT. FASTEN TO GUTTER CONTRACTOR:
3 ALTERNATE COL. BASE ATTACHMENT DETAILS 6X6 ALLOW A 1I INN F 2" LAPMS GUTTER FACE
� ) ROY SMITH SCREENS &
04 SCALE: N.T.S. SHUTTERS
STRUCTURAL GUTTER
FASTENED TO WOOD FASCIA
W/#12x2" WOOD SCREWS AT 18" O/C
NOTCH COLUMN TO RECEIVE BAEM PROPERTY ADDRESS:
PROVIDE 1/8"x2"x2"xBEAM HEIGHT 2 PLY 2x EXISTING WOOD FASCIA
ANGLE EA SIDE. OR 1/8"xlx2"x BEAM CARRIER BEAM
LENGTH ANGLE WHERE COLUMN STITCH BEAMS 771 SESOLAZAVE.,
NOTCH RESULTS IN 1"FACE. W/ #14xl" SMS PROVIDE 4" LONG BY I EACH 3/8" DIAGONAL OR 2 EACH PORT ST. LUCIE, FL 34983
J FASTEN TO EDGE BEAM W/ (7) SPACED AT 12" O.C. 1/4" DIAGONAL LAG SCREWS EACH RAFTER OR TRUSS
#14x5/8" SMS EA SIDE. STAGGERED (TYP.) TAIL, WHEN EXISTING FASCIA IS NOT 2" NOMINAL
FASTEN TO UPRIGHT W/ (7) THICKNESS LUMBER, SUPPLEMENT FASCIA TO 2" DATE:
-- #14x5/8" SMS EA SIDE (TYP.) TNOTE: UP TO I DEGREE OTAL REVERSE CAMBER NOMINAL THICKNESS AND FASTEN AS SHOWN 04� 15�2�2I
(SCREWS MUST BE COUNTERSUNK, FLAT HEAD,
ALLOWED FOR 2-PLY BEAM. OR CONNECTED THRU NEWLY ADDED ALUMINUM
ELEMENT (ROOF HEADER OR SUPER GUTTER) PROJECT NO:
PROVIDE 1/8"x3-1/2"x16" ALUM. STRAP.
TOP VIEW FASTEN STRAP TO BEAM W/ lx2 W/ (1) #10x2" SMS A2I-04I4�6
(8) #14x5/8
S RMAP(To -PLY COLUMN AT 24" O.C. (TYP.) 7 SELF -MATING BEAM USED AS TRANSOM
W/ (8) #14x5/8" SMS (TYP.) 04 SCALE: N.T.S. SHEET:
4 BEAM TO COLUMN AT END 6 2-PLY BEAM STITCH DETAIL 04 \' 04
SCALE: N.T.S. 04 SCALE: N.T.S.