363 Atlantic Blvd Unit # 9 1. SIGN INSTALLER AND MANUFACTURER RESPONSIBILITIES:By using this generic sign CERTIFICATION:To best of my knowledge,
718"THROUGH BOLT + attachment engineering the owner,manufacturer,and installer accept responsibility to: I certify this analysis meets structural
jPREFERED METHOD) R'r', M �'t OR C a. Design sign faces,letters,cabinets,raceways,and attachment brackets according to
xry,�� + s ,�s sign code,building code,and UL requirements of:
CAT d OF rr Y Ej AC b. Verify site conditions match stated wind speed,risk,exposure and topo factors 2010 Florida Building Code
CONCRETE SEE PERM ;I'O j3rFIONAL � c. Select approved attachment detail,conforming to this generic attachment engineering,by
OR CMU _ verifying existing wall;which is not the responsibility of this engineer.In fact materials and
CABINET FRAME REC�UIR ' 'N I7�CO D1T!®NS.
construction of existing wall is not known at the time of this seal;for this reason various LIMITATION:Valid for only one sign,at
CA CLIP attachment options for various wall construction types are specified. specified location.In case of conflict,
I?.A`I`E: f� _2 7 - structural requirements,scope of work,and
2"WASHER ONE 2. ENGINEER'S SCOPE OF WORK:This design establishes minimum structural requirements for installer,mfg,owner responsibilities control.
BACK OF WALL attachment of generic signs to wall based on stated(not verified)wind&gravity loads.
a.Size,solid area&weight of generic signs is limited as specified in the generic outline drawing.
b.This design is based on C&C wind loads as per ASCE 7-10 sec.29.4.2 which state that the THIS SEAL FOR STRUCTURAL ONLY
WOOD OR __. design wind pressure on a solid sign attached to the wall of a building,where sign is parallel MARK DISOSWAY, PE
STEEL FRAME and in contact with the wall,shall be determined using wind pressures for walls per C qq�1 Al.
15
CABINET FRAME ! ! ON \i _ CF
1 r ���A�
OR CLIP . dr O
(• f 3. WIND DESIGN DATA: ° f ,9•"r�E l?f�E;• tt
2x4 BACKER S ,, '' ` ' ,,t a. Basic Wind Speed,V=130 MPH(3 second gust,33ft,Exp.C). , ,�xs�
ON BACK OF WALL S_., C / b. Risk Category II,(MRI=700 yr.) IY J
c. Wind Directonality Factor,Kd=.85,(attached signs) ;` rr1 53f 1 r
d. Wind Exposure=C,(owner&sign installer must verify)
318"EXPANSION SHIELD l \ = installer must verify)
i - f. Gust Effect FactoTopographic r, 1 86o(rnedstrugtu structure) rif ) \ p
I f ' ( ) g. Internal Pressure Coefficient,Cpi=N/A,(per ASCE 7-10 sec.29.4.2) ST
3000 PSI ���C"`
CONCRETE 1 '. ��` I �� 4. WIND LOADS FOR COMPONENTS AND CLADDING(determined using ASCE 7-10,Ch.30) �,A '�1 "�
CABINET FRAME __ _ —� - __; - = a. Sign Height=30 ft max
OR CLIP b. ASCE 7-10:Fig.30.5-1,Components and Cladding-Method 1 �, '����"•```r° o,�
2 112"EMBED. Zone=5,Effective wind area=10 ft2,Exposure=C
DEPTH
JOB Net Design Pressure(Pnet)_-40.7 psf x 1.40=-56.98 psf
Factored Wind Pressure=Pnet x.6(Allowable Stress Design)_-35 psf
Elite Wholesale Signs
114"SDS SCREWS
5. Referenced Code Req uirements,ASTM specifications,ACI-318 for reinforced
WOOD FRAME T concrete,American Welding Society Code for Welding in Building Construction, �-1�
CABINET FRAMEiTL
AISC Specification for Design,Fabrication,and Erection of Structural Steel for On Gossamer
ler
OR CLIP Buildings.
2"MIN.THREAD • � 6. Wall material specs for attachment only: Wings
PENETRATION (Building design and structure is by others.)
a. CMU shall be 8"ASTM C90 with fasteners in 1.25"face shell. II Sin Enineerina
W
NOTE: b. Wood framing shall be 2x4 SPF,0.42 s.g.w/fasteners in mid 1/2"of 1.5"edge. g g g
SDS SCREW MUST BE IN THE FASTENER WALL ALLOWABLE SPACING c. Cold Formed Steel Framing shall be.033",36ksi with fasteners in flange.
CENTER OF WOOD STUD CONSTRUCTION LOAD(LB) d. Wood Structural Sheathing shall be 7/16"OSB or plywood. LOCATION OF SIGN:
e. Concrete shall be 3000 psi min compressive strength.
363 Atlantic Blvd
7i8"TOGGLE BOLT 7. Contractor shall verify all wall materials and construction,dimensions,and Atlantic Beach , FL 32233
318"THRU BOLT A307 CMU I BRICK 500 I ATTACH LETTER w/ conditions in the field before erection and notify the engineer of any discrepancies.
CONCRETE I(3)TO(4)FASTENERS
FASTENER THRU 'BACK OF SIGN STUD w/2X4 BACKER OR 1 FASTENER
! ( )
HOLLOW CMU PER 1 FT2 OF LETTER 8.FASTENERS:(all allowable loads are per allowable stress design) Mark Disosway P.E.
CABINET/FRAME OSB OR PLYWOOD 100 AREA a. 3/8"A307 STEEL THROUGH BOLTS:(CMU,concrete,frame,and OSB sheathing) P.O. BOX 868
(SEE TABLE) STUD w/OSB (ONE FASTENER -Install w/nut and washer on back side of solid wall or 2x4 blocking on back of wall if there
IN EACH CORNER) is no structural surface in wall.
CABINET FRAME Lake City Florida 32056
CA CLIP = SIGN FACE, 3/8"LAG w/ CMU 250 Allowable tension load=500 Ib Phone: (386)754-5419
CABINET& FRAME SIMPSON SMSA37 ATTACH -Install nut and 3/4"washer on back side of OSB or plywood sheathing. Fax: (386)269-4871
r- MOUNTED FLUSH CONCRETE 585 1 BACKGROUND Allowable tension load=100 Ib TO WALL(DESIGNED Email:
PANNEL w/ b. 3/8"LAG SCREW EXPANSION SHIELD(Simpson SMSA37):(concrete and CMU)
OTHERS) 114"SIMPSON SDS SPF 240 (12)FASTENERS Drill 5/8"hole,blow clean,tap anchor flush with surface,insert 3/8-16 screw and tighten. engineer@mysignengineering.com
STEEL FRAME X 2"THD PENETRATION Bolt must engage min 2/3 of threads.Allowable tension load in brick or mortar is not Web Site:
WOOD OR TO
SYP 345 specified by Simpson.DO NOT USE LAG SHIELDS ON BRICK OR STONE VENEER. www.mySignengineering.com
CABINET FRAME oO Allowable tension load:in hollow CMU=250 Ib/in 3000 psi concrete=585 Ib
OR CLIP o0 1/4"TOGGLE BOLT OSB OR PLYWOOD 100 c. 1/4"x 3"SIMPSON STRONG-DRIVES SCREW(SDS):(wood framing) PRINTED DATE:
Drive screw into wood stud using drill/driver.1/2"edge spacing and 2"thread penetration
7/16"OSB,MIN. minimum.Use longer screw if required for 2"penetration. December 19,2012
FASTENER THRU CMU 150
Predrill w/5/32"bit in SYP,SPF does not require predrill.
BACK OF SIGN 1/4"SIMPSON TITEN CMU 1 1/4"EMBED. 150 Allowable tension load w/2"thread penetration=345 Ib in SYP/240 Ib in SPF
DRAWN BY: CHECKED BY:
OR TAPCON DEPTH
CABINET/FRAME d. TOGGLE BOLT:(OSB and hollow CMU)Not allowed in Gypsum boardEM
(SEE TABLE) Drill hole thru CMU face or OSB.Insert wings thru hole until wings spring back fully Evan Beamsley Mark Disosway P.E.
1/4"SIMPSON TITEN OR TAPCON CONCRETE 1 1/2" 365 against inside face of wall.Tighten bolt.
EMBED.DEPTH Allowable tension load:in 7/16"OSB=100 Ib;in hollow CMU=150 Ib FINALS DATE: LAST REVISED:
CMU OR CONCRETE 12,. e. 3/16"or 1/4"SIMPSON TITEN OR TAPCON:(concrete and CMU)
CABINET FRAME MAX 3116"SIMPSON TITEN CMU 1 114"EMBED. 110 Drill 3/16"hole for 1/4"Tapcon,Insert into hole and tighten using drill/driver. 2012-12-19
DEPTH VARIES OR TAPCON DEPTH Allowable tension load for 1/4":in CMU=150 Ib/in concrete=365 Ib
OR CLIP Drill 1/8"hole for 3/16"Tapcon,Insert into hole and tighten using drill/driver. JOB NUMBER:
CMU 1 1/4"EMBED. CONCRETE 1 1/2" 305 Allowable tension load for 3/16":in CMU=110 Ib/in concrete=305 Ib
DEPTH OR EMBED.DEPTH f. #12-14 SELF-DRILLING METAL SCREW:(metal framing) 1212033
CONCRETE 1 1/2" NOTE: MAXIMUM WEIGHT OF Self-tapping screws shal be in compliance with ASTM C1513.Min.required screw length is
CFS STUD 100 the greater of 3/4"and the length required to extend(3)exposed threads through connection
EMBED.DEPTH SIGN&CABINET IS 10 LB PER SQ FT #12-14 BUILDEX
DRILLING SHEET CFS18gUD Allowable tension load:in 45 ksi,18 ga(.043")CFS=100 DRAWING NUMBER
METAL SCREWS g. #12-14 WOOD SCREW:(5/8"OSB or plywood sheathing)
TYP. FASTENER
TYPICAL SIGN SECTION Drive screw into OSB using drill/driver.Full thread penetration,do not strip or overdrive. �1_�
ATTACHMENT &WALL TYPE NOT TO SCALE #12 WOOD SCREW 5/8"OSB OR 77 Use longer screw if required for full penetration.Allowable withdrawal per APA TT-051 B J
OR SHEET METAL PLYWOOD NDS Eq.11.2-2:Withdrawal=2850`G A 2*D*L/2 sf=2850*.45A2*.216"*5/8" =77 Ib
OPTIONS I SCREW SHEATHING Allowable tension load:in 5/8"OSB=77 lb OF 1 SHEET