HomeMy WebLinkAboutROOF PAPERWORK - AMERICAN BUILDINGA
AN AMERICAN BUILDING
RFILE COPY
"Ownership, Excellence and Innovation"
fi
A.B.C. JOB NO.
SAFETY COMMITMENT
Amearleas Buildings Company disclaims any responsibility for injuries or damages which my result
from the hater,oatation and implementation of these safety and amacion Inaction since the actual
mosedooWerationsand wnditionsamb�ndAmed�nBuildinpCom��'swnmi. Ithamarned
that only experienced, knowledgeable ereschus, with mined craws and proper an,uhmant will be
engaged to do the emnion.
It is emphasized that Amushour Burgalings, Causuaft, is a manufacturer of metal building componerm
and is rim engaged in the inaction of is products. Opinions expressed by American Buildings
Company about erection practions am interaded ta, present only a guide as to how the components
should beassembled torremea building. The experience, rNpenise and skills of the erection cows
is well as the notipment available for handling the metal determines, the quality ofesection and the
ultimate customer satisfaction of the completed building.
Armsdom Buildings Company strongly ..ends that safe working conditions and accident
prevention practices be the top priority on any job site.
broad, shte and federal safety and hissith standards should always be followed to help insure worker
safety.
Make certain all employees know the safeat and most productive way of emoting a building.
Emergency telephone numbers, location of rim aid stations and emergency procedures should be
known to all employees.
Daily meetings highlighting safety procedures, the use of hard has, rubber sale shoes for roof went
proper e,uipment for handling material and safety mas where possible am Wommearded amecoom
Practices.
American Bua*kUn,,z Compa, intends that these precautions be fintersurted and administered with
sound judgment consistent with good Miss, practices.
American Build;nar Company has a commitment to manufacture ... fir, building components that
can be safely emoted. Safe emiction practices am the responsibility of the erector and individual
mpWeas of the emmors. The erector's suprovistar,, personnel should be certain in both
communicate safety practices to is employees and enforce proper erection practices. However, the
safety commitment and job site practices of the matter am beyond the control of AmN;= Buildings
Costonar
AlioffMCAN BUILDINGS COMPANY
. A MUI=Mloll COLIAskilm
YO UR SAFETY AT WORK
Contact Trial Usage
Make certain the correct tool is available and used for each phase of building
Worker should maintain a rim, safe position when using any =1 and a constant awaremeas of their
location to the roof edge.
Use approved th,offs, matial; or ralls when working on roof surfaces. Chackwherepeforbacken
stands, broken Mr. and kinking. Replace damaged, unsafe We Immediately.
Peasonal protection equipment should always meet 05HA standards. Always wear approved We
protection.
Electrical tools must beproperlygrounded. Do not use electrical tools or equipment while standing
on war surfaces.
Return tools to their proper place when not in use.
Don't allow tools, blocking or materials in become a falling hazard.
USE THE CORRECT TOOL FOR TH F CORRECT 108
germinated
Daily meetings highl ighting mployno safety proaceshors, will nerjurr,
the number of employee accidents.
YOUR SAFETY AT WORK
Empoyee Safety
The safety of each en-ployee should be the 'Number 1 - priority at each job site.
American Buildings Company strongly recommends that each employee be properly tatined and
smamised! in safe work practices. Ifyou fral that you have not been properly trained on safety
procedures or am not being piopearly suLanvisack contact your smparvmaa�
While at week monemben
Untrained or unqualified personnel should not be peonnifted access to a Wfor the
.ractis. site.
Work areas should be kept clean and orderly at all times.
Improper too usages may mutt in injury,
Make certain that the correct tool is available and issued for each phase of
building enstion.
Return tools when rim in use to their pio,serplacas.
A firm commitment to employee safety Is the first vica in each successful building attention.
DAILY MEETI FIGS H IGHLIGHTIN G EMPLOYEE SAFETY
Rearnernberl
Daily naerfings highlighting ron,loyam somy ponceshmes will
reduce the number of amplWass accidents.
YOUR SAFETY AT WORK
SAFETY PRECAUTIONS FOR ROOFING WORK
Amedcan Buildings Company strongly that emotion employees he continuously mined
and remained! in safe and productive weark practices.
Working on Live roofarens in the Installation of insulation or roof panels motion
proper Mining, correct rouipment and constant alertness to minimize the danger of falls. Hard hat
should be worn on job sines, in prevent injury from falling objects.
Workers should always be aware of their location to the roof edge.
Safe work practices on the following erection duties should be carefully reviewed with ampon cmvt
prior to beginning each job
PAN EL MAY COLLAPSE IF NOT PROPERLY SECURED
7��
Partially attached! or unattached panels should never be vasked on] Roof panels must be completely
attached as the purlins and in panels an either safe before they can be a safe walking surface.
Unsecured roof panels am flexible and cannot be railed Won for hanning, straws or stability. Be
cautious of strong wind when handling roof parnals.
DO NOTs
1. Step on rib at edge of panel
2. Step mas, crear. I n Ab at edge of panel
3. Step on an uneascurad[ panel
Roof panels must never be used as work platforms. A runway an s,teeffied! in -OSHA Safety and
Health Regulations for the Construction industry' should be used for platform work.
YOUR SAFETY AT WORK
Moving ., killing leads
Stay well in the clear ofany moving lead. KeW hands and feet clear at all times.
Workers should be trained in correctly locate the points of cable attachment and In she contact and
.to Wall. of lifting ra,ftmosm. Hard hat meeting OSHA mandauch, steel rose shom with
automated guard and We protection should be worn at all times.
Stry in the clear of any ifted load. Make ormin all framing is properly braced or Barred before lifting
lines am ranowee.
STAY WELL IN THE CLEARI
Ressambed
Daily meetings highlighting employee safety procedures will
reduce the number of employee acridents.
YOUR SAFETY AT WO RK
PANELS MAY BE SLICK
A promonve corting, rim, fron, or any other moisture may muse panels to he slippe, Wilts down
panels before installation or walking on panels.
Wear rubber sole work bools- When an the noral, use OSHA approved proteciam devices anih as
safety hes, safety nets or a catch platform.
UNSECURED PANELS MAY SLIP IF STEPPED ON
Employees should be continuously warnez! to never 9W on a single unsecured roof panel or a stark
of roof panels laying unattached on the pudins.
Secure each end of walkboards with clamp ro appWriate lastanum and plam wallboords in the flat
ofpanels. WallAfterols should run W the full length of the panel and be fastened together by drilling a
holeneartheend ofeach boardand tying itwith Wer, the mon board. (Culagroarvainthebotharn
ofesuch board so thandeboard milli. flatand not tip back and fortih bacauseoffifte We).
-..a
SAFETY PRECALFTIONS
Ail safety mueseld to throughout Mrs Publication, all OSHA mainly funinTramente or other
cassinsmar"r strofflary moinamores must the adhered to In rotor to maximize emporym Wely.
Daily meatuses drounflong safe wor, procedures, me of hard has rubber sale shum for nottwork.
pWm equipment for handling raiders] and edge of roof proterofthan carriers am recommended arection
prachoes.
YOUR SAFETY AT WORK
moving or killing leads
Stay well in the clear ofany moving load. "hands and fiestelearatall times.
Workers should be Imined to correctly locate the mins of cable attachment and in the correct and
safe operation of lifting equipment. Hard ban meeting OSHA standards, steel too shom with
metsuarral guard and We protection should be wern at all times.
Stayintheclessrofanyliftedle.d. Mak., camin all framing is properly braced orguyead before lifting
lines ine removed.
STAY WELL IN THE CLEARI
Remenalred
Daily meetings highlighting employee salary pnecedum, will
reduce the number of employee accidents.
INTRODUCTION
'American Buildings Company has designed the structural components cfyour building in
accondarmwith the design comas specified to American Buildings Company by its customer, the
End Userand in Design Professionals. American is not the Design Professional of Record for the End
User in it project. American recommends that the preliminary anotion drawings and design
certifications be revievved by you with the Ernest contractor, End User and the End User's Design
Professionals of record poor to fabrication and erection in order in assures that the End User and is
Design Professionals am satisfied with the spacifications and the design. The customer, End User azal
their Design Profinsionals am revocasible for design spacifications, load criteria and all related! load
factors aid all essential design Vacifications affecting design. American will take no pan in the
section of the building components. Proper erection of the building component in accordance, with
Animation's arection drawings, emmons manuals and details is entical to the building being able to
achkannitsdesignswifications. The arector, general contractor and all the Persons aaacciated With
the specification, purchare.nd! meactimi &A.Wican', building should =suit with and comply with
the Common Industry Practices as sart forth in the Met] Building Manufamumms Association Metal
Building Systems Marriott (2002 Edition) which is applicable,. the panthase, design and eaction of
your ime-enginesmad metal building, and by mfemce is incorporated into this manual.'
ANUMCAN BUILDINGS COMPANY
A HLJl=MM WsalissuNY
1. WE METAL BUILDINGSUPPLIER ASSUMES NO RESPONSIBIUM' OR UABBLMY FOR FOUNDAnON, FLOOR OR SUB DESIGN OR MNMtUcTON.
2. WE FOUNDAMON DESIGN SHOULD BE DONEWITH DUE REGARD TO WE SPECIFICS011 COMMONS PRESEMI'ATTHE A�AtJOBSM
3. FOUNDATION MUST BE DESIGNED MR WE APJUU%HUE REACMONSASTHEYAPFLYTO A PAPTIMUR BUILDING AND MUST BE ADEQUATEM RESISTAUL OF WE ORMOI1MINISINA'FONS
FOR EACH OF THEVARIOUS LOADING MNDMOM. THESEREACTIONSANDI-OADCOMBINATIONSMUST BE USED TO DETERMINEWEDESIGNUOADST0 BE RESIMID By THEFOUNDATIONS,
4. REINFORaNGWSWIREMESIA,ANCAOR ROD SHEARANGUES, ME ROM AND/ OR HAIRPINS (HOOK BARSi)SHOUILD BE INMIRPOMMASREQUIRIED INMTHEFOUNDAMON DESIGN.
WE HORWONTALTHRUSTAT WE WILUNIN WE ACTING IN MMUNCTION WITH APPUOkBUE VERnC%L REAnONS, MUST BMSTAINED BY HAIRPINS, ME RODS, BUTTRESSES, OR
OTHER DEPENDABLE MUN&
S. MLUIM FOOTING SHOULD DITEND A MINIMUM OF 12 INMES IWO NATURAL SOUL OR WHME Fla IS USEQ, WE HILL MUST BE PROPERLY MMPACFED OR ME FOOTING SHAUL
EXTEND TO WE NATURAL GRADE. IN ALL CASES WE FOOTING SHAM DIMOND AT LEAST 6 INOIES BELOW WE LOCAL MOST UNE.
6. EXPANSION OR MNSTRUCTION POINTS SHALI. BE UX2AM AS REQUIRED IN FOUNDATION WAIMS AND SUB, AS SPEOMED By WE FOUNDATION DESIGNER.
7. WE TOP OF WE FOUNDATION OR FLOOR SHAUL BE SQUARE, _EVM AND SMOOTH. MOHOR RODS SHAM BE AMURAT&Y SET TO A MLERMU 1- 1/16 INCH ON DIMENSIONS WIWIN
WE GROUP SPAaNG MR AN INDIVIDUAL MLIUMN. AU_ OMER DIMENSIONS SHAU_ HWE A 1- 1/8 INO4 TOUERANM
S. MWMN WE PUTES ME DESIGNED NOTM EXOEED THE ALLOWABLE BEARING STRESS OF MNOUTE THAT HAS A MINIMUM MMPREWE STRENGTH OF 2500 P.S.I. AT 28 DAM
S UNLESS EXPLIMY NOTED OTHERWISE, ALLEMBEDDED (INRUDING ANOROR RODS), OTHER WITER]i AND LABOR SHAM. BE SUPPLIED ln�THE FOUNDAMN-
MINTRACIMR.
16WCHORRODSSHOULD E"SHOMAND�DMkiNaUDINGPROJE�ONMDMMNOETEDIMMMDQU�.
11. WE EMBEDMENTOFTHEMMOR RODS IN WE MNMMMDMNFIRMINGADEQUAa OFANYMOR ROD EDGE DISTANCE ISTHE RESPONSIBILUNOF WE FOUNDATION DESIGNS&
WE FRAME REACLONSARECONSIDEREDTHE MINIMUM LOADSTO BE DMUOPED.
12.AUANMOR RODS SHAUL BEASTIVI A307 OR EQUAL IN ORDER TO MINFORNIM)THEMETAIL BUILDING SUPPLIER'S DESIGN ASSUMPTIONS BASED ON THEAULOWABLEMESSES GWN
INTIAEAWMANUAIDIPMELMNSTRUCTION.
13.ANMOR ROD DIAMETERS MR WE PRIMARY FRAMING AND INDWAULFRAMING ME DENOTEDAT RESPBCFIVE WE PLATE DETAILSOR ON THEANCHOR BOLT PLAIN. M�OR RODS
FOR FRAMMOPENINGSSHAU.BE1/2INKN DAMOTRUNIESSOTHERWISENOTED.
—BASIC MATERIAL SPECIFICATIONS
PRIMARYMMUNGSTEEL
�MRMI�-ROMD�UMULSEMONSS�UMNMRMM�EUQUIREM�OF�ASS,�A572GWESDORS5,OR�ANZ
STER FORAM BUILT-UP SECTONSSHAU-MINFORM TOONE OR MORE OFTHE FOLLOWING:
& ASTMAIOMSSGRADE55
B. ASTMA20IIHSLASGRADESS,O-ASS1
C. ASTMA572GRADESS
D. ASTM A 5D GRADE 55
STER FOR ENDWAU. '(7 SEMONS SHAUL WNFORM M ASTIM A 1011 SS, G RADE 55, OR HSLAS, GRADE 55, RASS 1.
MU MR ROUND PIPESECTONSSHAUL CONFORM TO ASTIM A S00 GRADE 13,42 M.
SMONDARYFRAWNGSTIM
M X USED TO FORM PURUNS, GIFTS, EAVE STRUTS AND -C SECIONS SHAM M NFO A M TO ASTIM AMM 1 SS, G RAD E 55, OR HSUS GRADE 55, aAsS; 3, OR IF
GALVANENS) SHAM CO NFORM TO ASTIM A03 SS� GRAIDE 55, G90 0 R HSLASi, GRADE 55, RASS 1, G90.
ROD F AN D WALL PANEL MAMER AL
EXTERIOR PAN EILS SHAM CONFORM M 0 RE OF TH E M MEANING:
PANEL MATERIAL SMALL BE AM MINUM-M c Aucy�m� STEU MN FORM ING TO WE REQUIREMENTS OF ASTY A 792 SS, G RADE W.
MATERIAL MAY BE OTHER 26 OR 24 GAG E.
PANEL MATERIAL SHAUL BE ALUMNI U M -ZNC ALLOY�MATED STEEL MINFORMIN 6 TO TH E REQUIR E MONTS 0 F ASTM A 79Z SS, GRADE 50, CUSS 1.
WMFERW_IMYBEEIMHM24ORVGME
PMEL�MR�SMUBEDNC�AM(�VANIZED)�ELMA�NGDMGNAVON�,MNFORMINGTO�EREaU[RM�OF�TMA03�,GMDEW,nA� 1ORCLASSZ
ORHS�,GMDESO.MAnRIALMAYBEE�M26OR24�GL
PMEL���SMUBEZINC�AM(�VMIHD)�EL.MAnNGDBIGNAIDNGM,MNFOWINGMMEREaU]HEM�OF�A�3�,GwESO,�SIOR�3,
MATERIAL MY BE EITHER 24 OR U GAGE
BRACEWTERIALS
BRAOE 2ABLES: ' ASTIMA47S,7-STRANDETISYMECABLE �-1/4-DIA.Q..) DES = S11V Dbil.(som) EM - 3/8' DIA_(M.m) ME, - 1/2" DIA-Winm)
BRAaRODS: ASTMASn,50K5I(UPSUTHREADS) BR5=S/rDIA_M6.m) BR6-3j4"DIA_(20.m) BR7 - 7/e DIA.(n..) INS - 1' DIX(2ft.)
OR ASTIM A 529, 50 01 3119=11/8'DIM29non) BR10.1114-Dik(32m.1 BRjM=13/rDIA.GS..I BR12 - 2 ln' DIA.(39mm)
STRUMRALPRIMERNOTE;
'SHOP MAT PRIMER IS INTENDED TO PROTECT WE STEEM FRAMING DURING TRANSPORTATION M ME IOBSME AND FOR NOT MORE THAN 45 DAYS FROM ME APPLIMEON.
IN SEMON 29.7 OF SPEOFICAPON S16.01 AND PROJECTS IN OTHER LOOITIONS MUST BE ERECTED WITHIN TOLERMOES AS DEFINED IN WE LATIEST EDITION OF WE
DUMBIMAND LDNGIE� OFTHE PRIMER. ME MATOF SHOP PRIMER DOES NOTPRCARDETHE UNIFORM11TOF APPEARMM OR ME DURABIMAND CORROSION RIESIgMa
OF A REUDAPPILIED FINISH MATOF PAINTOM ASHOP PRIMER, MINOR ABRASIONSM WE SHOP MATPRIMM OkUSED BY HANDLING, LOADING, SHIPPING, UNLOADING AND
EREMON ME UINAWIDABLEANDARE NOTTHE RESPONSIBIURY OFTHE METALBUZUDINGSUPPUER. AIRCIS NOTR�NSIBLE MR WE DETERIORAMON OFTHE PRIMER OR
MRR09ON THAT MAY RESULT FROM NEITHER ATMOSPHERIC AND ENVIRONMENTAL WNDMONS NOR ME COMPATIMUTY OF WE PRIMER TO MY FIELD WILLED MAMNG�
'AS A MINIMUM AND SMANDARYTO MORE MENUOUSJOB SPECIFIC REQUIREMENTS, PROJECTS MOM IN OlAADAMUST BE ERECTED
WITHIN MLERANDSAS DEFINED IN SE�TON 29.7 OF SPEOFICAMON S16.01 AND PROJEM IN OTHER UOOknONS MUST BE ERECTED WITHIN
TOU�M�DMNOIN�E��EDMONOF�EM��BUIMINGS�SUMSMMUAI.MBUMEDBY�EMBM&-
�MMWYSUPPORn,W��nMPOWYGM,BMM,FAB�RKOIBRINGORO�ER�E�REQUIRM�R�EEREnON
OPEM�ONMTOBEDMRMINM,FURNISHEDANDINgAMV�EEREaOR. THESESUPPOMMUSTSECUMTHESTERFRAMING,
OR ANY PARTTYASS4EMBLED MR FRAMINGAGNINST UOAM GYMPARABLE IN INTENS"M THOSE FOR WHICH THESTRUCTURE WAS
DESIGNED RESULTING FROM WIND AND OR�WICAn�WMDAGAIN�NELO�S�LMNG MOM WE EIRECHON OPERATION.
ABC - ATLANTIC DIVISION ABC - SOUTH DIVISION
6115 COCA COLA BLVD. 1150 STATE DOCKS RD.
COLUMBUS, GA31909 EUFAULA, AL 36027
PHONE: (706) 562-8020 PHONE: (334) 687-2032
FAX: (706)562-8017 FAX: (334) 688-2200
ABC -MIDWEST DIVISION ABC - WEST DIVISION
901 WEST MAIN STREET 2260 TENAYA DRIVE
EL PASO, IL 61738 MODESTO, CA 95354
PHONE: (309) 527-1500 PHONE: (209) 236-0580
FAX: (309) 527.1522 FAX: (209) 236-0588
SHEET
NUMBER
STATUS
DATE
ABm1 � A13-3
FOR CONSTRUCTION
11012
ABC-11
FOR PERMITS ONLY
1117112
ABC-2
FOR PERMITS ONLY
11/2112
E-01 - E-06
FOR PERMITS ONLY
1IM12
E-06A
FOR PERMITS ONLY
1IM12
E-07 - E-09
FOR PERMITS ONLY
1IM12
E-09A
FOR PERMITS ONLY
11M12
THIS IS TO CIERTIFY THAT THE METAL. BUILDING COMPONENTS FURNISHM BY AMMICAN BUILDINISS COMPANY FOR THE
REFERENCED BUILDING RAVE B� DESIGNED) IN OUR EUFAULA. AL OFFICE FOR FABRICATION IN OUR EUFALIU. ALL
PI -MT.
IN AMMON TO THE DEEAD LOAD (D) OF WE BLIIUDI�G COMPONENTS. WE MEMBERS ME DESIGNED ON THE FOLLOWING
DESIGN BASIS:
COLLATERAL LOAD (C)
5 psf On RW Minnie.
5 PH On Supporlini; Fiames
ROOF LWE I-RAD OU)
20 Pf on Roof M..Ioem Win Rhi,duc,fion On Suppxxtmg; Foamos As Ponniftteil By Coole
WIND LOAD CM
High Velocity Hmxuane No (she not in Dhi,:Ls or Bo%YanJ colmW
WiKI Exiocsime Calegoy Eamid on &d� Rouglmess = C
160 mph Uhmate Design Wind Speect (�� gUM)
123.9 ph Nominal Design WW Slp� pworKil gt)
Internal Prossme Coefficients = �0.18 " -0.113
Deoip I'Moi. foi� WAR C.Imnoms " Cladding - +50.04 pf iind �BDAD pd
Go"= St LAo.
Rmk CAegwyd Boddirig = 11. M buIlflngs am! choi� sb� exaelpt thom lisW in Cal 1, 111, Anil
III
AMERICAN BUILDINGS COMPANY SERMCIEABILRY STANDARDS C2006 MENA WMIUAL. CRITIERA) WILL. BE USED FOR DESIGN
ANDFABRICAJIONOFYOURORDER.
THE ABOVE DESIGN LOADS AMEAPPUED IN ACCORDANCE WITHMHE 2010 FLORIDA BUIWING CODE THE DESIGN IS IN
GENIEFLALACCORDANCE NTH 2005 NBC � SPIECIRCA�TJON FOR STRUCTURAL. STEEL BUILDINGSAND 2007 ASI
NASPEC NORTH AMIEFUCAN COLD�FORUMED �SPECUFICAMON.
AND
EQUIPMENT AND THE ERECTION AND
RLY DESIGNED FOUNDAW)N IN
LIVIE'. WE LATEST EDITION OF WE MEIMA
SHE� SHALL. RE3AAIN WTH! AND BECOME
PRODUCT APPROVALS AND CERTIFICAnONS:
1. F'LORIDA PRODUCT APPROVAL FOR ROOFING (SMRUCTUIFUNI�- RL�M, NOWSTRUCTURAL: R_481�RZ,
SKYLIGHTS (R-6961-F2 AND FU�R)9�), AND PANEL WALLS (R_705�R!I).
BUILDING IS DESIGNED TO WITHSTAND DESIGN LOADS AND SPECIAL DEFLECTIONS
LIMITS GIVEN ON PRELIMINARY SPEC. SHEET PROVIDED FOR HYDRAULIC DOOR BY
DOOR MANUFACTURER. IF FINAL DOOR SPECS. RESULT IN LARGER LOADS OR DEFLECTIONS,
THE BUILDING MAY HAVE TO BE REINFORCED TO ACCOMODATE
THESE CHANGES.
DOOR DEFLECTION LIMITS CONSIDERED:
-UEW FRAME: HIRED (10 YR. VILL ONLY)
LFISO (DIL - UL COMB.)
-JAMBCOLUMN: USE, (IOYR.WL ONLY)
U180 (DL ONLY)
THIS PR[UECr IS DESIGNED AS AN ENCLOSED BUILDING.
ACCESSORIES (DOORS. WINDOWS. ERC.) BY OTHERS MUST BE
DESIGNED AS 'COMPONENTS AND CLADDIW IN ACCORDANCE TO
SPECIFIC MIND PROVISIONS OF THE REFERENCED BUILDING CODE.
ALL MEZZANINE FRAMING BY OTHERS IS TO
REMAIN COMPLETELY INDEPENDENT OF THE
METAL BUILDING STRUCTURE
THE TRANSFER MECHANISM FOR LONGITUDINAL BRACING LOADS ON BOTH
SIDEWALLS AND ITS CONNECTION ARE NOT BY ABC. THIS MECHANISM
AND ITS CONNECTION MUST BE DESIGNED IN A WAY AS TO NOT IMPART
ANY LOADS ON TO THE METAL BUILDING STRUCTURE.
MR. HALL
Ofta � A :4 ky, I I &1*] 124 1 WA
PRIMARY CONTACT LISA PARTON 334-688-2225
FIELD ISSUES JOHN SEARCY 334-688-2215
MMM0J`RBUDinMDoWL
REV.
NO.
ST. LUCIE COUNTY. FIL
RICHARD K DAMS CONSTRUCTION CORP
11749901
ROOF PANELS
TYPE: L31? GAGE: 24 COLOR: WMNHP70
PRINT WARRANTY: KTL25
WEATHERTIGHTNESS WARRANTY: NO
UL 90 CERTIFICATION: NO
FACTORY MUTUAL CERTIFICATION: NO
WALL PANELS POCLR1 DOESKIN
TYPE. STUCCO CHOICE GAGE: 20 COLOR:POCLRI BASE: TCOT P70
PRINT WARRANTY: ML25
EAVE TREATMENT
STANDARD GUTTER WITH DOWNSPOUTS 40.0 FT O.C. (WX)
TIUM COLORS
RARE TALK: TCOTP70 GUTTER OR EAVE:TCOTP70
DOWNSPOUTS: TCOTP70 FRAPHI) OPENINGS: TCOTP70
CORNER: POCLR1 EASE THIN: TCOTP70
HISCELL�Ous:
PRIMER COLORS
PRIMARY: RED SECONDARY: ART,
ROOF FASTENERS
LONG spm rii
012XI 1/4 SERF
STITCH:
#14X3/4 SDRF
WALL FASTENERS.
STRUCTURAL:
STITCH:
TRIM FASTENERS.
014X3/4 SINN
INSULATION
ROOF: BY OTHERS
�S: BY OTHERS
OVERHANGS
LOG QTY PROJECTION
LENGTH
SOFFIT TYPE COLOR
PH 1 2-.
Go,
L3P26
WHWHP70
EW 1 2-
60,
L3P26
WMWHP70
RECENT PRODUCT REVISIONS
TILE FOLLOWING NOTES MAY
OR MAY NOT
PERTAIN TO THIS
SPECIFIC JOB BUT ARE NOTE WORTHY PRODUCT CHANGES.
1. THINK SAFETY!
"NOT FOR CONSTRUCTION"
MFL HALL DRAWING STATUS:
FOR PERMITS ONLY
ST. LUCIE COUNTY. FL 501�WAREVERSIONS DESIGN:392 SIM' 17D AMERICAN BURDINGS
NOI RELEASE RE%nSION I DWN: I CHO' I ENGRI DATE *401 RELUSEIREVlSION I DWN:ICKD: IEN:G:R= RICHARD K DAIAS CONSTRUCTION CORP, JOB NumBm
0 1 FOR PERMIT USE I CRM(rG IJHWIIIOJ120 117499
V-01 I
C�D
BE
a) �- a
BE
cff:) � 8
CK)
23'-8 11
BRACED BAY
SPOI-A
04-A
04-A
k.F.F.
apol
C?
u:
u:
BRACED BAY
;p
0
N
-A
CK)
NOTE:
FINISHED FLOOR ELEVATION IS AT 100'-0.
BOTTOM OF BASE PLATE ELEVATION FOR ALL BASE
PLATES ARE AT FINISHED FLOOR EXCEPT AS NOTED.
A.F.F. - ABOVE FINISHED FLOOR
B.F.F. - BELOW FINISHED FLOOR
26-0'
2T-6
GD
70'-0
ANCHOR BOLT PLAN
MR. HALL
DRAWING STATUS:
FOR CONSTRUCTION
ST. LUCIE COUNTY. FL
SOF[WMEVERSIONS DESIGN:392 BIM: 17D
AbMCAN BUILDING
RICHARD K DAMS CONSTRUCTION CORP
JOBNUMBERL
SHEET.
DWN,/CKD,
11749901
1AB-1
MONR �AD
I3POl-A BP02-A r8" A.F.F.1 BP02-B BP02-C [8- A.F.F.1 BP02-D BP03-A F8"A-F.F.1
318 PLATE - 1"AB - 3"REQD. PROJECTION % PLATE - I AB - 3- REQD. PROJECTION 3/b PLATE - 1 AB - 3- REQD. PROJECTION 318 PLATE - 1"AB - 3" REOD. PROJECTION 31s PLATE - VAB - 3" RECID. PROJECTION 3/a PLATE - 314 AB - 3" REQD. PROJECTION
10 10 V-0 STEEL LINE
STEEL LINE 1 1
4 STE�L LINE 12 �12 �21
—7
4 5 4 21
C4
-7
5-
21 21 112
STEEL LINE STEEL LINE
BP03-B [8"A.F.F.1 BP04-A r8"A.F.F.] BP05-A BP05-B
3/a PLATE- 314AB-3"REQD. PROJECTION PLATE- 314AB-3"REQD. PROJECTION PLATE- 314AB-3"REQD. PROJECTION 31a PLATE- 314AB-3"REQD. PROJECTION
8,
11121 102 V2 114!
—7
21bi
+
+
B
+
H
Lit t-
314! 3 .1 2.1
11-0 1 iq:Fl 3
STEEL UNE 1 8 STEEL LINE V-6
UNLESS NOTED) ABOVE THE BOTTOM OF THE COLUMN BASE PLATES, EXCEPT HALF
fE A PROJECTION OF ONE INCH.
IUARTER INCH LESS THAN THE PROJECTION. THE PROJECTIONS SPECIFIED PROVIDE
)NE THREE SIXTEENTH INCH WASHER AND ONE HEAVY HEX NUT. IN THE INSTALLED
rK OR ABOVE THE TOP OF THE NUT.
PROVIDED FOR ITEMS SUCH AS GROUT, DOUBLE NUTS, PLATE WASHERS, LEVELING
PROTECTED FROM CORROSION.
MR. HALL
ST. LUCIE COUNTY. FL
RICHARD K DAVIS CONSTRUCTION CORP
11749901
REACTION SCHEMATICS
HL-�� A 0
ml
HI A 0
v 2::
LOADING
CONDITION
FRAME LINE 2
I
A)
(Z)—
05)
wp,)
0a)
ow
D
.29
+1.3
NA
Za
.1.3
NA
-17
-zo
NA
+17
4LO
NA
L
—NA
+9.0
48
"A
W
-m2
-Ikl
NA
�3.2
.16.1
NA
J22
(.tXbmmdbays)
W
4&a
Al
-M3
45.8
.16.1
.7
LOADING
CONDITION
FRAME LINE 3
D
+14.9
+8.5
Nk
Its
�5
NA
C
-3,7
+Lo
NAL
-18
-10
NA
L
�.o
�l
NA
�9.0
�7
NA
W
-MA
.16.1
'NA
-28.4
+18.1
NA
W
(.t X Eb..d bEy.)
.2Z3
w
+22.3.
�.s
-16-1
-2Z7
w
+2L7
v
LOADING
CONDITION
FRAME LINE 4
A
0
D
+=
�1&0
NA
-M3
-110
NA
C
+ZD
-1.0
NA
-20
-1-0
NA
L
+t7
+Z4
NA
�.7
-ZA
NA
W
E(lt
-2t8
-112
NA
-24.6
+11i.2
NA
X b d lb)
372
1
-2103
, +=3
1
+ .1 12
i
HI A E - 1 0
�4
LOADING
FRAME LINE 1
CONDITION
A
E
1
0
4.)
(Op)
A)
(a)
�V
Q?P)
OPP.)
(k�.)
A)
D
�e
NA
+1.1
+1.2 '
NA
�.s
uh
C
�5
�l
+1.3
NA
NA
TNA-
IA
MA
�.a
-0.1
L
�3
w
�3
�.s
NA
KA
+&a
NA
.02
w
-0.3
Z7
-19
W
-1&3
-().9
-1&3
- .10.3
-19.4
-11.5
142
-te
w
+12
w
+&0
w
*Im4
w
+10.3
W
+().1
�l
v, - . . . � .1 . I - I . 11 . �. . 1. - . I . I
I X/ T
H2 V,
NOTE: THE FRAMING AT THIS ENDINALL LINE IS NOT DESIGNED TO
ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO
THIS FRAME LINE REFLECT LOADINGS.FOR ACTUAL TRIBUTARY AREA NOTE: THE FRAMING AT THIS ENDWALL LINE IS NOT DESIGNED TO
AND ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS ACCOMMODATE FUTURE ADDrTIONS. REACTIONS CORRESPONDING TO
UNLESS EXPUCITLY NOTED OTHERVASE. THIS FRAME UNE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA
AND ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS
UNLESS EXPLICITLY NOTED OTHERMSE.
Hj-4--� A B N 0
LOADING
CURTAIN WALL AT FRAME LINE 4
CONDITION
BA
v
H2
D
-352
W
42
.3.6
T
III *mahm I .
.
. .
el
.
I
I
v
MR. HALL
DRAWING STATUS:
; ,
FOR CONSTRUCTION
ST. LUCIE COUNTY. FIL
SOFTWkREVERSlQN5 VE51GN:382 BIM: 17D
AMMCAN BUMLDINGS
RICHARD K DAIVIS CONSTRUCTION CORP
JOB NUMBER:
SHEET.
O�B
Rffl�El REMSION
1 DWN,lCKD-
lENGRI
DATE
ol RELEASE REVISION
I OWN: I CKD: I E
1174990i
I
AB-3
NomR
1�0
I A, ST UCTIO
CONSTRUCTION
I GRMrrG
I JKW
I Ilr2112 Er
-LEASEIREIASION
2T-0 27-6
79-0
PRIMARY FRAMING SHAKEOUT PLAN
**NOT FOR
MFL HALL DRAWING STATUS.
FOR PERMI
Sr. LUCE COUNTY FL � ��MEWRSIONS
RICHARD K DAMS CONSTRUCTION CORP JOB NUMBER .
M:/CKD: IENGR i 1749901
r-wa�l -
ICAN BIUHJDlN
MIR
3OLT TABLE
CLEARTOF.F.
PLATESIE
13711116
6'X %
20'
a" X 31d
25'5113
6, x %
21'01/2
G*x %
17111ha
vx%
12
_-'J5
CL-12 12
OL-12 1"a 75
C CL_
L-12
7
t6
30'.
3 V-0
COLUMN & BEAM CROSS SECTION AT FL. 1
�AS X�� m WT
"NOT FOR CONSTRUCTION�
FDRAW
VYING STATUS:
MR. HAU 2 1 MOP,
R PERMITS 0 LY 4F -
FO 'W
So M
ST. LUCIE COUNTY. FL SD�AREVERSIONS DESIGN:392 SIM 17D -A�Tr AM RUIMIN(
JOB
Ml
FUCHARD K DAMS CONSTRUCTION CORI, JOB NUMBER SHEEr.
I DWN:/CKD: IENGRI DATE 1401 RELEASE i REVISION I OWN: NGRI DATE 1 1 'e I
I CRMfDL I JHW I W7112 0 11749901 E-nq- Q�BMR
SPLICE SOLT TA13LE
SPLlCEjQjYj
SI�E
CLEAR TO F.F.
PLATE S17E
A
a
��X 2
iziolt
6, x 14!
B
8
34 X 2
2SJ318
W X 3b
C
8
W4 X 2
17101&
6� X 14!
12
5 F--
+ NOTE: FRAME BRACE BOTH SIDES AT INTERIOR FRAMES
CL-12
CL-12
FP.AMEID:11749901.01AI0129112 11:05
RIGID FRAME CROSS SECTION AT FL. 2
MR HALL
ST. LUCIE COUNM FL
OWN, I CKO- EN�GR� PJCRkRD K WAS CONSTRUCTION CORP
12
FOR PERMITS ONLY
iOFTWAREVERZIQNS
OESIGN:392
JOB NUMBER:
SHEI
1174990 1
E-
v-olehs 8
F -W I
kMEUCAN BUILDINQ
NOMR
12
5 F—
I
NOTE: FRAME BRACE BOTH SIDES AT INTERIOR FRAMES
601 RELEASE/ RE%ASION 1 OWN, . /CKD, 1ENGRI DATE 01
10 1 PLANS FOR PERMrr I CRMfDL 1,111W11191140
CL-12- � CL-12
12 75
FRAME 0:11749901.01B11101/12 07:60
RIGID FRAME CROSS SECTION AT FL. 3
"NOT FOR CONSTRL
DRAWNG STATUS:
MR. HALL
FOR PERMITS ONLY
ST. LUCIE COUNIY. FL
ISOFTWAREVERSIONS UESIUN'n.2
RICHARD K'DAIAS CONSTRUCTION CORP
JOB NUMBER
S
I DWN:/CKD:
1174qc)nl-7E-
?4
NBC
NUMCAN Bunj)jNc
MOMR
SPUCE SOLT TABLE
SPLICE
QTY
SIZE
CLEAR 0 F.F.
PLATE SIZE
A
10
11 �11
12'1111/ts
S"x
B
8
X 2
�;�
25'3114
6- X
C
10
214X23A
121111116
B"x
181 110214
T-10%
A )
12
5 F-
i --CL-12
CL-12,
6
12
102k 1
-r=
181
FRAME ID; 11749901.01C 10129112 11:03
RIGID FRAME CROSS SECTION AT FL. 4
00� 6
DES� TO
FOR CONSTRUCTION'
MR. HALL
-�NOT
DRAVVING STATUS:
FOR. PERMITS ONLY'
r -w I
ST. LUCIE COUNTY. RL
SOFTWARE VERSIONS DESIGN:392 BIM- 17D
AMMCAN B=IN(
RICHARD K DAVLS CONSTRUCTION roRp
JOB NUMBER: SHErr.
Ol RELEASE I REVISION OWN, CKDI E
11749901 IE-05
Ma
THIS ROOF SYSTEM DESIGN USES WEB CRIPPLING THIS ROOF SYSTEM DESIGN USES ANT1-ROLL CLIPS
CUPS INSTALLED AS SHOWS IN SECTION
RFS31 BA INSTALLED AS SHOWN IN SECTION RPSOI AA (UPhifl)
ON DRAWING SED-004
OR RFSO/AAA (downfM AND RF51/ BA ON DRAWING
SED4M
LOCATED ON ALL PURLINS ON
FRAME LINES: 1. 2.
LOCATIONS ARE INDICATED ON ROOF FRAMING PLAN.
CEp Mark Nmber is: CL-15
C0p Mark Nmber Is: CL-12,
7(r-O
CD
11-0
191-0
26-0
231-6
8ZIS-S.Opi (U.N.)
BZI Opi i
(7) REQUIRED
(7) REQUIRED NO - NO
az15.33.OP1 (U.N.)
NO - NO
SZ13-6.OPI (U.N.)
8SE5KR-1.11 7/a
LAP.(U.N.)
(7) REQUIRED
LAP(U.N.)
(6) REQUIRED 8SESML-1.11 7b
co
BZ1 3.26.11 WAPI ;p
BZ16-26.OP2
SZ12-26.DP1
SZ15-33.OP2
aZ13-31.OP2 OZ13-31.OPI
SZ13-31.OP3
8Z1S-26.OP2
SZ13-31-OPI
SZ13-26.OP1
SZ1S-33.OP2
SZ13-3I.OP3
aZI3.31.OP2
8716-26.OP2
SZ13-31.01`1
8ZI2-26.OPI
SZ12-31.OP1
8ZI6-26.OP2
BZ13.31.OPI
8Z16m26.OP2 CL 12
8Z13-31.Opi
J76C-
CL-12
8ZI6.26.OP2 CL-12
CL-12
76-
8Z13-31.OPI CL-12
CLA
CL-12 CURBS CL-12
SZ16-2&OP4 A.—
CURBS
CL-12
=CL-12
CL-12
Z33
L-
C 12
VSZ16-26-OP4'-
aZl6-26.OP4 —CL-12
6��jb�CL-12
8ZIf,26.OP4
CL-12—'o
Z20
SZ12-31.OP2
�20
cu
I oil
120
SZ13-31.OPS -7Z:
SZ13-3i.ope. L�2O�
8Z16-2S.OP4
SZ13-31.OPS 720
SZ12-26.OP2
010119!1�' -
.
.5�8p�
SZ16-26.6P4
SZ13-27.21
aZ16-26 OP3
az
Z, 6US.-OP2 �(UN.)
N-8SESMR-1.11 7/3+
a:�
SSE510--l.11 713 (7) REQUIRED
4*0 - NO
8ZIS.M.OPI (U.N.)
ND - NO
BZ13-31.OP4 (U.N.)
LAP(U.N.)
(9) REQUIRED
LAP(U.N.)
(8) REQUIRED
T-Oi i
19-0
25P-0
i
23!-S 11'-6
QD
77-0
Z2O-aZ13-6.OP2
C4-S.SC14-19.7 I&I
Z2o-aZ13.
CS - G.SC14-10.9 112P2
Z33-8Z16-
CG-9.5CI4-19.7 1/2P2
Z34-SZ18-
C71-9,SC14.10.9 14PI
Z5-aZI3-1
ROOF FRAMING PLAN
"NOT FOR CONSTRUCTION"
MR. HALL
DRAWNG STATUS:
FOR PERMITS ONLY
I.
ST. LUCIE COUNTY. FL
WFTWARE�RSIUNS �IUMW2 HIM: 17D
AMEMCAN BLIUDINGS
hol I DWN:ICKD: IENGRI DATE INOI RELFA /REVISION
OWN: CKD: E
RICKARD K DAMS CONSTRUCTION CORP
. L
JOB NUMBFR SHEET.
IE-06
RELEASE I REVISION
11749901
10 1 PLANS FOR PERMIT I CRMfDL IJHWI11MR20
M-0
26-0
23'-6 V-6
-cf) - -
QD--
- - - - -
- ZT,
CK)
r-25
b9
SR6.20.8
cu
----
--------7r
�2-0
191-0
26-0
23*-6 11-6
M-0
ROOF BRACING PLAN
"NOT FOR CONSTRUCTION"
MR. HALL
DRAWING STATUS'
OR PERMITS ONLY
ST LUCIE COUNTY. FL
J�IGN;292
SIM 17D
JAMWCAN BUILDINGS
RELEASE/ EMSION I OWN: I CKD: I ENGRI
DATE 0401 RE LEASE I REVISION
RICKARD K DAVIS CONSMUOMON COPP
I DVVN:ICKD: IENGRI =DATE
JOB NUMBER SHEET.
11749901 E-0
1 6A
4-7
MBPAR
0 PLANS FOR PERMrT i GRM/DL IJHWillf7ll2M
NOTEi ALL ROOF PANEL RIB TO PURLIN INTERSECTIONS
REQUIRE FASTENER(S).
L
0
L
uI
19
?
?
r (2S)L3DFFt2A5
2
A
A
A
IELD CUT \-nELD cLrr
PANEL HIGH R!
2'0 HIGH R43. 4.4 92.0
PME, rg:"
3 FDC-2 �RKANG
(TYP)
ROOF SHEETING PLAN
MR- HALL
ST. LUCIE COUNTY. FL
RICHARD K DAMS CONSTRUCTION CORP
FOR PERMITS ONLY
�O�AREVERSIONS
DESIGN:39.2
IDS NUMBER
SHE
11749901
IE-
rQ" -
MICAN BUIMING
A�
ILA
� "C
alls'? *
W-0 30'-0
I ZV -8' 16'-S
CD CD CK)
W-0
ENDWALL FRAMING PLAN AT LINE I
WM- TPIE DMICTUD � 6 W RAL SUPPORT FOR THE WALL SYSTEM FURNISHED BY
FUIIURE m� ri�E, IS NG, PROYDED BY THE METAL BUILDING SUPPLIER.
"NOT FOR CONSTRUCTION�
MR. HALL
DRAWNG STATUS:
FOR PERMITS ONLY
ST. LUCIE COUNTY. FL
SOFTWMEVERSIONS DESIGIT.39.2 BIM: 17D
AMMCAN BUILUENG
RICHARD K DAVIS CONSTRUCTION CORP
JOBNUMBEFL SHEET.
I DM.ICKD: IENGRI DATE IF401 RELEASEIREMSION I OWN, I CM lFNGRl -DA-T-E-1
11749901- E-08
I
'im
I CRM/QL I JHW 1 llf7112 0
EIZ16-32%P2(U.N.) SZ164.11 314CC (U.N.) aZI6-32 %Pl (U.N.)
(2) REQUIRED (12) REQUIRED (2) REQUIRED
I A' AU I
W-0
=N
BUILDING IS DESIGNED TO WITHSTAND DESIGN LOADS AND SPECIAL DEFLECTIONS
LIMITS GIVEN ON PREUMINARY SPEC. SHEET PROVIDED FOR HYDRAULIC DOOR BY
DOOR MANUFACTURER. IF FINAL DOOR SECS RESULT IN LARGER LOADS OR
FOR THE WAL SMfSTEM FURNISHED BY
C8 - C8)(11.5-32 !Oie
DEFLECTIONS. THE BUILDING MAY HAVE TO BE REINFORCED TO ACCOMODATE THIES
CHANGES.
[9,MiNlk-.SUplp=DED BY THE LOAL BUIUDNG SUPPLIER.
cg-caxll.5-32 5116
Ul -8OU2-2.5 14X1
DOOR DEFLECTION LIMITS CONSIDER I ED:
U2 - 8GU2-2.5 VIM
-LEW Hr.0 YR. WL ONLY)
Z12 - BZ16-32 -%6CZ
�10
L1180 DL-LLCOMB.)
DES�W W
ZB-IIZIS�325118ZC
ZO-aZIS4.10 IACC
-JAMB COLUMN: L/90 (10 YFL WL ONLY)
U180 (DL ONLY)
ENDWALL FRAMING PLAN AT LINE 4
"NOT FOR
DRAWING STATUS:
' R PERMI
MR. HALL ffi �
2=
FFO
ST. IJUCIE COUNTY. FL SOFTWARE VERSIONS
RICHARD K DAMS CONSTRUCTION CORP JOB NU MBEFt
1 DWN: I CKDI
1 ENGRI DATE §401 RELEASE I REVISION DWN:lC
Z
11749901
1 9901
I CRMIDL
IJHWillf7ll2ff
ONLY
A -A
JAMB TRIM
c
m
o
0
p
z
c
14
CD
C)
0
z
c
C-)
0
0
F_
(A
m
F_
0
C:
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4.
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA7:14.1
3/4
PA- 14.1
3/4
PA-14.1
3/4
PA_ 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
PA- 14.1
3/4
FJ 1 5X—
b
o
0
z
0
0
0
0
a:
0
5
m
'U
m
5;
PA— 15.7 5/8
PA— 16.2 3/8
X
PA-16.9
PA— 17.3 5/8
FJ1 5X—
CP
130
0
LO
PA-7.2 7/8 nj
C,
PA-6 .8 1/4
cq
bo -nO PA-6.1 5/8
OIZ
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PA-5.6 7/8 Q
(D
Mm n
ep ;U� 0 PA-75.0 1/4
C:) X
C) PA-4.9 5/8
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0 PA-3.10 7 8
z cn
m x PA-3.4 1 4
6 cc FJ15X—, —2.9 5/8 cv
PA.
0 PA— 17.3 5/8
z
: Cb
PA— 16.9
PA— 16.2 3/8
9
II A PA— 15.7 5/8
FJ15 X—
r(5)TGTl W/ (5) �M (5)TFSE. (5) MEC-3 GE -IL
8SFSKL-1.11 7" ESPR - ESPR - 8SE5MR-1.11 718
OPEN FOR MASONRY BY OTHERS
70*-0
SIDEWALL FRAMING PLAN AT LNE A
STRUCTURAL SUPPORT FOR THE WALL SYSTEM I`Umm;�gua
r
OTHERS IS NOT PROVIDED BY THE METAL BUILDIN
FTHE SFER MECHANISM FOR LONGITUDINAL BRACING LOADS ON BOTH
I TRAN
S 9 1 LS
IDEEWAL AND ITS CONNECTION ARE NOT BY ABC. THIS MECHANISM
AND ITS CONNECTION MUST BE DESIGNED INA WAY AS TO NOT IMPART
�j
ANY LOADS ON TO THE METAL BUILDING STRUCTURE.
FT THE WALL SYSTEM FURNISHED BY OTHERS IS TO BE DESIGNED TO
S I
RE IST 117.7 KIPS OF WIND FORCE AND 24.8 KIPS DOOR DEAD LOAD APPLIED TO THE TOP OF
AN IN THE LONGITUDINAL DIRECTION OF THE WALL SYSTEM.
THE WALL BRACING IN THIS ELEVATION IS FURNISHED AS
PLUMBING AND SOUARING AID WHICH MAY BE REMOVED AFTER
CONSTRUCTION IS COMPLETE.
ERECTION BRACING AND TIE OFFS AS REOUIRED TO PREVENT
DAMAGE DURING CONSTRUCTION ARE NOT BY THE METAL BUILDING
SUPPLIER.
MR. HALL
ST. LUCIE COUNTY, FL
RICHARD K. DAVIS CONSTRUCTION CORP
a)
11749901
m
u(5)�l W/ (5) TFEC5 & (5)TFSE. (5) MEC-3 GE -IL
8SE5ML-1.11 7A3 5E80SSr . 24.11 112MH 5E80S4- - 24.11 ltHH SE8055-19.11 lt?HK 8SESKR-1.11 713
213.
NN.
OPEN FOR MASONRY BY OTHERS
77
1 v-6 1 23-6 26-0
CD
70*-0
SIDEWALL FRAMING PLAN AT LINE 0,
S7RUCTURAL SUPPORT FOR THE WALL SYSIEM FURNISHED BY
OTHERS IS NOT PRMDED BY THE METAL BUILDING SUPPLIER
FIH -
E HANISM FOR LONGITUDINAL BRACING LOAD 'NBOTHI
iE
0
IDENAAL.NL=MITSCCONNECTION ARE NOT BY ABC THIS MECHANOISM
IAND ITS CONNECTION MUST BE DESIGNED IN A %Wki AS TO NOT IMPART
ANY LOADS ON TO THE METAL BUILDING STRUCTURE. I
THE WALL SYSTEM FURNISHED BY OTHERS IS TO BE DESIGNED TO
RESIST 17.7 KIPS OF WIND FORCE AND 24.8 KIPS DOOR DEAD LOAD APPLIED TO THE TOP OF
AND IN THE LONGITUDINAL DIRECTION OF THE WALL SYSTEM.
THE WALL "X- BRACING IN THIS ELEVATION IS FURNISHED AS
PLUMBING AND SQUARING A10 WHICH MAY'BE REMOVED AFTER
CONSTRUCTION IS COMPLETE.
ERECTION BRACING AND TIE OFFS AS REOUIRED TO PREVENT
DAMAGE DURING CONSTRUCTION ARE NOT BY THE METAL BUILDING
SUPPLIER.
MR. HALL
ST. LUCIE COUNTY, FL
RICHARD K DAVIS CONSTRUCTION CORP
;RI DATE 8401 RELEASE I RENASION I OWN, I CKD,
N
0 R P E RMITS ONLY
rqwi
AMMCAN BUH1
A��
X)FTVVARE%SRSICNS U�IUIT392 BIM, 17D
IOB NUMBER
SHEE:T.
11749901
IE-1 1
MISMIR � -�
Z
"o
THE FIRST MP IN THE � INSTALLATION OF THE ROOF OR WALLS 5 TO HA10E THE
PRIMARY FRAMING FUJIMS AND SOUNINE. MR BEST RESULTS. IT 5 RECOMMENDED THAT A TRANSIT
BE USED VIREN ME� THE STRUCTURN. MEL
BE SURE TO READ THE GENERAL ERECTION WIDE PRIOR TO COMMENCING ERECTION.
BUILDING ALIGNMENT
I AA
BOLTED JOINTS:
�CTION DR&VOINGS. ALL AZI75 BOLTS ARI: USED IN �Iofls DEFINED � SNI)G-Tlum
� (ST). MR INSTALLATION IN SNUG -TIGHT JOINTS. ALL BOUT HOLES SHALL. BE ALIGNED
M PERMIT INSERTION OF THE BOU'S 1,41THOUT UNDUE DAMAGE TO THE THREADS. BOLTS
,� BE IN AU. HOLES VffTH NUTS THREADED BEFORE CEIMPAE� THE JOINT TO THE
NUG-TIGNIT �N. PROGRESSING SYSTEMATICALLY FROM THE MOST RIG[I) PART OF THE
POINT. THE SNUG TIGHT CONDITION IS THE TIGHTNESS THAT IS ATTRNED INDN A FEW IMPA4M
OF AN IWACT � OR THE FLILL EFFORT OF AN IRONiIQRM USING AN ORDINARY SPUD
VRENCH SO THAT THE CONNEMO PUES ARE. SOLIDLY SECED AGAINST EACH OTHER. BUT
JOT N�y IN WNTINUMS CONTA:T. MORE THAN DOE CYCLE THROUGH THE SOLT
3.
MR PRETENSIONED AND JOINTS INCLUDE TURN OF THE NUT PRXT�
CALIBRATED WRENCH PRETENSIDNiNG, TRIET-OFF-TYPE TENSION WNTR()L BOLT ASSEMBLIES.
AND PRETE�. PRErENSION VALUES EQUAL TO OR GREATER
THAM THE VALUES LISTED m THE SOLT PRETENSION SCHEDULE SHALL BE PROVIDED.
FOR INSTALLATION BY PRMNS*NnW. � BOLTS SmALL FIRST BE TIGHTENED IN
A(=RGNlCE VfITH THE SNUG -TIGHT PROCEDURE THE NUr OR HEAD AS � SHALL.
THEM BE ROTATED BY THE AMOUNT SPEOFIED IN THE BOLT PRETENSION SCHEDULE PROGRESSING
SYSTEMATICALLY FROM THE MOST RICID PART OF THE JOINT. THE PART NOT TLIRNIED EY ME
"ENCH SHALL BE PREVENTED FROM ROTATING DURING THIS OPERATION.
SNIElY HIM.
THE META. BUILDING SUPPLIER STRONGLY RECOMMENDS THAT SAFE NDR,GNG commnONS AND
� PREVENTION PRACTICES BE THE TOP PRIORITY ON ANY JOB SITE.
LOM 9ATE AND FEDERAL SOW AND HEALTH STANDARDS SHOULD ALMAYS BE FOULOVIED TO HELP
ENSURE WMER SAFETY.
,AOE �M ALL EMPLOYEES MM THE SAFEST AND MOST PROOLICTIVE MY OF ERECTING A
BUILDING. EVVtGENCY TELEPHONE NUMBERS. LOCITIONS OF FIRST AID STATIONS AND EVIERGENCY
PROGEDURES SHOULD BE � TO ALL EMPU�
DAILY MEETINGS � SAFETY 7WED SOLE SHOES
.kVM �.E E OVMMORARE MSSISLE
DUNG 4p
FOR ROOF ROW. PROPER EQUIPMENT RIAL
ARE RECOMMENDED ERECTION PRACTICES.
THE MEIrAL GUILGING SUPPLIER INTENDS THAT THESE DRNIRNGS BE INTERPRETED AND
ADMINISTERED IflTH SOUND �Emr CONSISTENT IMITH GOOD S� PRACTICES.
� � PRECWnOMS. GSHA � REQUIREMENTS. OR ANY MER SAFETY
REQUIREMEM �MARY OR STATUTORY, MUST BE ADHERED TO. TO ENSURE MAGMUM
IF M DR OTHER SL� SUBSTANCES ARE SPIULED ON THE ROOF/DECK PANELS. MPE THEM
_ --IATELY TO P� SUPPING OR FNLUNG.
YOU SHOULD MAINTAIN A FIRIAL SAFE POSITION WHEN USING ANY TOO�
YOU SHOULD MANTAM A EOMSTANT AWARENESS OF YOUR L�TION IN RE�LAROAI TO THE ROOF EDGE
WEN USING TOOLS AND MACHINES OR PERMIDUNG ANY OTHER �N ON THE ROOF AREk
DO NOT UNDER ANY �ANWS MP OR Iflu;V( ON THE SUR17ACE OF Am� FIBERGLASS �. I �
T MOT � IS NECESSARY OVER �. USE IIAUK BUM THAT ARE PROPERLY SUPPORTED
BY THE BUILDING PURUMS.
w
1 0 A325T I
n
HEAD
DNE!!!N IN
W
- ---EWON
-- IDN
ED
2
[DCAM
3/4' 1 1/4-
1 71V 1 7/16-
1 1 .... I $/a -
SAFETY COMMITMENT 1 GE70 ASTM A325T BOLT IDENTIFICATION MF01
I AA I I AA
ASTM �M BOAT PRETENSION SCHEDUU�
I)OU
DIA.
6.
sPtaFIED MINIMUM SOLT
PRETENSK)N
MR OR ME40 ROTXRON FROM!
SNUG -TIGHT CONDITION
L,s'4
4A -�"av
1/2-.
12 KIM
1/3 TURN
1/2�TURN
3/4'.
28 Kin
7/8'.
39 KIPS
1-.
51 KIn
0.1. LENGTH! OF BOLT)
INSPECTION:
INSPECTION REGUIREMENTS MR SNUG -TIGHT JOINTS CONSISTS OF �TION THAT
THE PROPER FASTENER WMIMNENTS ME USED AND THAT THE CONNIMTED MMENTS
ME FAERI�TEO PROPERLY. AFTER ASEUBLY. IT SMALL BE MrSLIALLY ENSURM THAT
THE PLIES ARE SOLIDLY �TM AGAINST EA0H OTHER. EIUT NOT �y IN
WHYINUOUS �. " THAT � IF REQUIRED. HAVE BEEN USED
NO, FURTHER EVIDENCE OF CONFORMITY 6 RIMUIRED.
FOR WRN-Of-NUT IN ADDITION -TO THE INSPECTION REQUIREMENTS
MR SNUG -TIGHT JOINTS. THE INSPECTOR SMALL OBSERVE THE PRE-INSTALI.XTION
WRIFIGATiON TESTING AND MONITOR THE INORIC IN PROGRESS TO ENSLIRE THAT THE
BOLTING � PROPERLY ROTATES THE TURNED ELEMENT BY THE AMMNT SPECIFIED
IN THE �HMULE. ��TivELY. WHEN THE FASTENERS ARE AFMR
INITIAL FIT -Up AMTIGHT MNDfflos). vISkLNL NSPE=Olm 6 PERMITTED. THE SIDE
Of NUTS AND TS THAT HAVE SEEH WAElM SU�NtLf 70 IMIXICE THE MINIMUM
KETENSX)N LOADS � APPDkR SLIGHTLY PEENED. NO FURTHER EVIDENCE OF
coNFORMITY IS REOUCRED.
P�OLT INSTALLATION & INSPECTION NOTES MF91
IlVe. 3/4-0. 71WO & 1-0 �RAI. BELTS (A!I25) , I AA
MR. FIALL
ST. LUCIE COUNTY. FL
RICKARD K DMAS CONSTRUCTION CORP
JOB NUMBER
11749901
ONLY
SED-001
150.05 A�d-
I �
A3
X 1 1/4 25T/
HVHO[ NUT
WASHERS REOURED)
CUT WASHER
1/2 X, 1 1/4 A325Tf -7
WEB OF RAF7ER TYPIrx
WEB OF —ER
WES OF COLUMN
E8 OF TLUNN
/2
"YN (2) H�
HEN NUT
TMM
RAFIE
OR RAFTER
(ONE UNDER THE T .1%
PURUM GMT
AND ONE UNDER THE NUT)
FRME
BOTH S= T REQUaRED
BY DESK;N AS NolIED ON
FRME
kOwRR
ROD
ROD "'�E
THE BUILDING MaMON
BOTHI SiDES IF REOURRED
By DESMI AS NOTED ON
EYE MY
EYE MY
DRAW�
THE �W ERECMN
DRAWINGS
BEVEL WASHER
alL WASHER
rfpm
AL
FRAME BRA(ME
10
EMAEE FB- BOYM SMES
1/2 X 1 1/4 A32
1/2 HVHK N
1/2 x 1 1/4 A325T/
1 2 NVNI
112 X 1 1/4 A3257
IF REQUIRED BY
MRECTIO4"c=M
WIEN (2) HT WASH;
ORS
YMM
wa (2) HMMMERS
CABLE Gw
(2 HMNX N
THE BLILDING
(ONE UNDUR THE
CABLE
(No wAsHE IS , )
REOUI M)N
AND ONE UNDER THE HUT)
AND ONE UNDER THE NUT)
FM
COLUVW/RAFTER FLANGES OMMED
D
RAFTOR M �UtN
FOR �.
;omF
CABLE/ROD BRACE DE-rAJL
FRAME BRACE
BR17
i
FRAME BRACE
BR17P
IMAA
FOR BYPASS PURUNIS GIRM
I AA
FLUSH
I AA
**NOT FOR CONSTRUCTION"
MFL HALL
[DRAWING STATus:
PERMITS ONLY
@1
ST. LUCIE COUNTY. FL
SOFTW�A:R:E VERSIONS DESIGN: 392 BIM: 17D
AMMCAN BUnDINGS
RICHARD K DAMS CONSTRUCTION CORP
-r)ATE
rFOR
BE
JOBINUM It _ SHEET:
RELrASE/REVIStON I DWN:/CKD: I rNGR
1 9�
1 1�7 1
49901 SED-002
m �mmn
1.. 1.
., 9
----aTERCS All! My
(UhVER MID TINICHAITION)
L�rj
Ell ShRUT
(UPPER
41
;�22 X 1 1/4 A3MT/
� NUT
EDGE ZONE CUP,
TYPICAL EDGE ZONE REINFORCEMENT BR79 EDGE ZONE OR CORNER ZONE SUPPORT CHANNEL END TERMINATIONS BRBO
T'rPrum. Catm,iECTI (mma VAN m ROOF) UA VEV, OF INSIDE C(TENZ11001 (LONGSJPAN M ROOF) BA
ADDED INfitUN FUU. MY FURILIN -3
LONG SPAIN M ROOF
FUU. EAY PURUN
I I/E2 . . .
GO
, "N, CUo
7A
ADDED
� (2) 1/2 X
SEE
EDGE ZONE
I reel NET
4X(% 1/2 A 1 1/4
*FUJSH
SEE NOTE
ENDVAU. RAFTER-J NOIV POSITION,SUIReOM CltiAl EL
AS S14011W FOR �Elt SOLT %61,1114T.
EDGE ZONE OR CORNER ZONE INSIDE CONNECTIONS
INSIDE OCIENSION IS > 2'-S- (LONG SPAN hill ROGF) . I 13A I
(OUTSIDE MENSION) (INSIDE O(TENSION)
ADDED FrJRUN/CIRT
;//2 X I 1,/�4TA325T/
'SIAPPORT 1>1ANNEL.
-I-ENGINP
EZ95C, ��2 X 1 1/4 A�257/
2 HN44)i NUT
MY VARY
L 1/27 T�END �Cmfl CUP SEE MIM
CU;E ENDWAU. RAFfER/COUJ
SECTION "A —A"
SEE SRSIAEW,
EDGE ZONE SUPPORT CHANNEL INTERMEDIATE CONNECTIONS PM
.T] - EDGE ZONE OR CORNER ZONE INSIDE CONNECTIONS BR81Y
(LONG SPAN III R00F) I 13A I INSIDE CITOISION & 2'-G- AA
��2 X I 1�4aA325T/
2
WOOD
TIRANE
NOTCH
a
SlIcight Purlm dew 0 rwmca�ity. Zes stectiorn, fwhm� a Moural tendwn� to red out of plam
OW ftf�t IMiraintoU, The must be came, ed, by fomin, the Tuners Into MW plone
and splo:inll. Wood bh"cking is N, Ne rhemwx! to �plish the. Typical construiXon of wood b1mitirm, its Mown aboni. A 2 x 6 nininno More size Mowed IN
used. Refer to the crans section frinning d=,3= occornponked the lwal�ht, to Won
We purfin iz. arol P.C., M.. the end ut ruvich in Word
I/V
I
192 1/2 X 1 1/4 A325T/
� NUT OR AS AN OPTION
(1) 1/2 X 1 1/4 A3237/ 1/2 � �
MID (1) 1/2X2 3/16 M49 DE - M
MY vr
SEE 0,,
more bartalfir, the roof NI ond iftulot;oh. IN �oin tMt the purr's crit stratint and! at GO'
to the skim .1 the rool. Use wood 1. cholin with rurfin d69.t V adjuitt,nerill
newled. Mort with No row of hon,paror, in th, Center Of tm� My. thin adda;oMi rows
.1 bloclir, if rumedecl to rhointein .1ra;,lit purfies, As Mesiti, ". to ithin one parrel
width of thw bW-kin 4 should Mid thei pirShe to aignrinhit oflowing the �kinq to W here s
Mowii blocking to heart bay as the arection promonet. PURLIN BLOCKING GE02 STANDARD PURLIN LAP RFO 1
I AA BYPASS CONDITION
AA
MR. HALL
SIT. WCIE COUNTY, FL
R]CHARD K DAMS CONSTRUCTION CORP
STIVICTURN. FASTENER(S) -
pul 1/4
(2) PER U-21
SUP ANG[l Cul'
�,�lm
(2) 1/2 X I
1/2
112xi 1
(2) PER FURUN
ENDIVAU. RAFTER
EDGE ZONE OR CORNER ZONE WITH GABLE ZEE BR81W
OVISAM MIDISIDN (LONG WAN III ROOF) I t3A
ANIFER
MOo,xSS
=MMirf
MI
swar
Wuleff O'DIU) MT
AEGNMED
Iskew%" III
(wivermcs '12 . m
14� IMT
IN
"EMOMS
m /2 . KID
"I . � 111. ..
x , ,,
1
112 X 2 3110 �l IN
e 1 11,
I
I . I .
i4
V2 3/16 .9 m
13
112 2 Vie .. DE
12
112 1 2 AIM
I I
Is
11
In af,a .9 x
ian 11 25T
15
-.2 NE&I
1.
111 X 2 fQ251
-Ja
7z-, , mn,
I/V
I
In z Qm
12,
5n w)"
. "OURDS wtUiEl) au,s AN PuRLI
m5
SOLT REQUIREMENTS FOR SECONDARY FRAMING CONNECTIONS BSO 1
m RNIURS I AA
ONLY
loo;n..e"u.
mhuoimenhVi..
rrvl�
�wftw
11749901
�EDATE MY EAVE STRUT
EDIATE My EAA STRUT
�
EN BAY EAVE
END BAY EAVE STRUT
�Alllus
PURUN
RIDGE ElAlEGING �P
MEL
X 1 1/1 AZI25T/
�2
2 � NUT
(2) NEouiRm PDT
C
EAVE STRUT END CONNEMON
f
2 X 1 1/4 A2i25T/
- — —
2 X 2 A2125T/
fSIRUT
2 -
�)2 KM NUT
— — — — — — — — — —
(4) REWRED PER
(2) REOUIRED PER
UWE STRUT END CONNECTION
EA
EAVE STRUT END MAMMON
1�2 X 1 1/4 "25T/
2 1/2-
RElNMRCNC VkME STRUT PLATE
NUT
ESPR
VA. VA-ly
s-r nialAA
5 FASTERM(s) TvP
M
EAVE STRUT B�u
(S�P WEILDED)
(2) 1 1/4
BRACKET
EAVE STRUT BRACKET
(SN
RArrEft
MUNN
(TYPE MY VART)
OORNEIR COLUM
Mo" MAY VARY)
PURLIN CONNECTION DETAIL AT ENDWALL FRAME
RIDGE BRIDGING CLIP CONNECTION
DETAIL RF05
LOW/HIGH SIDE EAVE STRUT CONNECTION
BYPASS GIRTS)
LOW/HIGH SIDE EAVE STRUT
CONNECTION (BYPASS IRTS)
MASS. RUSH CONDOM
I AA
AA
AU. RAFTER/MLUMN FLANGE WIDTHS WITH REINFOWNG PLATE
AU. RAFIIER/COLUMN FUVIGE WIDTHS
OF
PURUN
-WAU. ADOIDOAIAI. ROOF FASTENERS
LAT AN31-ROLL MIPS. IF RMT BY DESIGNI
1/2 X 1 1/4 A3257
1/2 HM Nkrr
AN7[-ROU. CUP
PMEL
ROOF FASTENER
MARK
CL-12 V PURIUMS
a 11V PIJRUMS
IN51� ADVITIONN. ROOF FASTMR(S) I
ROOF PANE�
1=1
N
R: 43 19
AT ANTI-Rou �. IF REO'D BY DESHWA
01/4
c.
PURUN WES REINFORCEMONT CL-IP
CL-15
Punn;
TOP
1/2 X 1 1/4 A325T/
(1292 NUT
ROOF VAR FASTENER
(ME NOTE FOR LOQUIONS)
jl�l 4
(29" 1/2 X 1 1/4 A325T/
1 2 NNHK NUT
t
ft�N WES
2) 1/2 X�FTI/41 A2525T/
REINFORCEMD%IT CUP
a- 15
RwwM
PLATE MUST BEAR ON RAFTER
1/2 Mot
OR MR 1/2- FI,ANGES,
nol' MARI: TO TOP
I "2X 2 M2ST/
)2
PIKTE must BEAR ON
NUT
ANTT-ROm
RAFTER �� MARI(
70 TOP
CL-12 - 8' P
RAFTER
U-13 - 9 1/2- S, N
CL-14 12- PJRt-INS (FAR DE
AT AND-RO�L
MLP U�TIONS P-S
PUR�'
1/2 X 1 1/4 AZI25T/
(122
SMAJINR
RAFTER
1/2 1 1/4
� NUT OR AS AN OMN
1/2 X 1 1/4 M25T/
E
NOTL' WHEN ATTAOIDIG M-15 USE TWO
(29..� X M257/
1 2 HVK)[ NUT OR AS AN OPTION
NUT
AND (V/M 3/16 A419 DE -
BOLTS. TOP BMT LOCATION VARIES
()21/2 X 1 1/4 M257/
I � NUT
MAY ,
SEE BSOIA&
M.
sw�
BY MEMBER DEPTH
AND W/2n 3/16 A,149 DE - m
MAY
ME ESDIM
ANTI -ROLL DETAIL UPHILL
RF50
ANTI -ROLL DETAIL
PURLIN WEB REINFORCEMENT CLIP
DETAIL F-R-F573
PURLIN WEB REINFORCEMENT CLIP DETAIL RF54
RCO FRAME RAFTER
AA
ENDW� RAFTER LONG SPAN M PAND.
LOAD SPAN M PAND.
AA
PURUN
NRUN NOR REMMMIRCEMENT M
M-15
ARM -ROLL CUP
M-;2 W PURUNS
3 9 I/Z- PuRuNs
(2) 1/2 X 1 1/4 "25T
1/2 HWO(
(SEE NOTE FOR LOCATIONS)
MIT MUST BEAR ON RAFTER -
n0f� MARII TO TOP
(2) 1/2 X 1 1/4 "25T
1/2 NUT
1/2 1 1/4 .32ST/
/2 HVKK NUTT
OR FOR 1/r FI,ANMS
X 2 Mnl/
/2 NUT
NOTE. WHEN ATTACIONG CL-15 USE TWO
RAFTER
DOLTS. TOP DOLT L=xIc% Vmn
BY UMBER DEPTN
ANTI -ROLL CLIP DETAI L
RF57
PURUM M RONFORCEMENT CUP REOUhRou
I AA
ca.w�
"NOT FOR. CONSTRUCTION
MFL HALL
DRAWING STATUS-.
FOR PERMITS ONLY
ST. LUCIE COUNTY. FL
SOf'TWAREIAEFISIONS UESIGN:39.2
BIM: 17D ANIMICAN BUILDINGS
---TDWN
RICHARD K DAMS CONSTRUCTION CORP
JOB NUMBER: SHEET.
iNOI RELEASE I RMASION
1 OWN, CKDI 1 ENGRI DATE FOI
RELEASE/ REVSION
:ICKD: [ENGRI D ATr
117499ol ISED-004
'&
�mswi
10 1 PLANS FOR PERMIT
I CRVUDL I JHW 1 1117112 §
wTH M 112
1/2 �IM
VIA
(K� 1/2
112 X 1 1/4 42ST
Izz - I 'A NMI
ILZ ]I- AYMT
J/v
In X 2 A525T
1/2 �nl
'1Z A "m
I
9 2
I
Hl
11
'2 ! 3
1172 N.1%
N 411;2
.3
'Al x 2 A=T
I
BOLT REQUIREMENTS FOR SECoNDARY FRAMING CONNECTIONS BS02
I AA
NOTE:
FRAME BRACES ARE REOLWRED AT FIRST PURLIN MOVE
AND FIRST PURUN BMW CLV%-- CONNECTION
MR PURIUM CO
STAGGER
'FLUSH VITIN
UPHILL PURLIN
SHOP �Ik. n�
UTILITY CUP (m.)
CL-4
2 x I W000
BY OVAEMR�ODNG
GIRr SPACING
COLUMN
1�2OR 9 11" :RTS
A Z �Dl/
HVK)[ NUT
(2) H.T. WASHERS PER BOLT
GIRTS
I X 2 A21257/
I� mvmt NUT
;(2) H.T. WASHERS PER BOLT
AND CL-4B PER CL-4
�/2 X 1 1/4 "25T/
/2 HVHK NUT
FRAVE COLUMN 1 9-
0
TYRCAL CONSTRUCTION OF THE WOOD BLOCIONG 6 SHOWN MOM A 2 X 6 MINIMUM BOARD J=J��2 1/2'
SIZE SHOULD BE USED. REFER TO THE CROSS SECTION FIFUMING DRMfflNGS TO DETERI&INE THE 1/2f
GIRT SIZE AND SPACtNM 2
INSZALLAT� OF THE BUILDING WALLS IS GENERALLY DONE BEFORE THE ROOF. BEFORE STARTING
THE WAU. SHEETING OR INSULATION. C)-[ECI( TO BE SURE THAT THE EAVE STRUT AND CUM ME
STRwGHT AND KUMB. TO AUGH THE GIRTS. CUT TEMPORARY WOOD MOCIONG
TO THE PROPER LENGTH AND INSTALL BETWEEN THE U� Of GIRTS, THIS BLOCIONG CAN BE
MOVED FROM BAY TO BAY WHICH WILL REDUCE THE NUMBER OF REM REWIRED. NORMALLY.
ONE LINE OF BU)CIONG PER My WTU. BE SU�.
OUTSIDE-1
8OU2-UENGT
GABLE
CLV
GIRT O[TENSION ANGLE STRUCTURAL FASTENER(S,'
GEA-6 a 1/8. a 1/5- M. U-N.
(TV.) 112XI 1/4
GIRT BLOCKING GE03 FLUSH GIRT CONNECTION TO COLUMN WFOIP
AM I AA I
1/2 X 1 1/4 A32ST/
HVHX NUT
(1) 1/2n 3/16 �q DE - TYP
VARY
sw2m
\--GABUE GIST 1921/2 X I f/4 A3257/
HYM NUT
CHANNEL (TYP.UN)
8OIJ2-UENGrmL m NOTE:
FOR NON-LAPKD
00 CONNECTIONS
(2) OF THE Al'PROPRIATE
A3,5T SOLIS MUST SE,USED.
GABLE URT OFF PURLIN CONNECTION WF53 GABLE GIRT CONNECTION AT CLVI WF53B BYPASS GIRT WF58R
BYPASS WS i I AA AA
I AA
MR HALL
ST. LUCIE COUNTY. FL
RICHARD K DAVIS CONSTRUCTION CORP
—1 . - . --l-
JOB NUMBEft
11749901
2
I R
E i
Llf- �4) 1/2 X 1 1/4 M25T/
/2 KkfKI( NUT-
DWM1 �
1/2 X 1 1/4 A32ST/
HWOt NUT
)LUMM
LENGTH WML VARY EIASED UPON
CONNECTION THO�
1 1/4 1 1 1--
IN
mm--mm
OEM
oil
OF COLUMN
VIEW A-r
ENDWALL RAFTER SPLICE R-
I RZ =.a-
3,
(2) 1/2 " 1 1,
1 /2 1
W/2 .1.
+ + L
FRAME BRACE
+ + (2) 1�2 x
/2
CNOWN.L. INTVi[IOR
RV`TER
CORNER COLUMN CONN. DETAIL AT BLDG. EAVE - BEARING FRAME EF1 2Y ENDWALL RAFrER RIDGE DETAIL ENDWALL IWER16R COLUMN CONNECTION DETAIL
W/MIFFENERS TO RAFTER CONNECNON - 1/2-0 �TS I AA RAFTER W/RX)CE SPLICE PLATE COLUMN TO RAFTER CONNECTION
A-1
A 3/16 1 2
2
I I -A
21
ENEWALL GIRT
EKD%AU- COLUMN 3/4 X 2 MnT/—
NUT
WITH WASHERS
CUP CONNECTION TO COLUMN
3/4 X 2 3/4 M25T/
(2) 3=Z A2125 WASHER LOCATED
WITH (7) ON SLOTTED, SIDE
FINGER TIGHTEN AND DEFORM
THREADS. THIS CONNECRON
IS DDOGNED 70 3,10�
owcmAu. turtmOR—
COLUMN CUP
- WRUN
,�2 1/2 X 1 1/4
H&DI NUT
ky VARY
'E BSOI"
ENDWAU. RAFTER
STIFFENER
1 1 1/4 A325T/
t% =2 NUT
MAY vm
SEE MIM
1/2 X 2 A3257/
� HIM
3/4 x 2 3/4 A2I25T/
3/4 H*D[
NUT INTERIOR
COLUMN MCH . � K �
M
FINGIR TOM ACI
DEFDItM CUP
CL2XL/R)
ANGLE
DIM INS �C101
3�4 X 2 3/4 A!$25T/
6 DCRGMED TO
NOME
3 4 K*O( NUT
Aff- WITH (2) WASHERS EACH
--XB
CL20N. I.&—F CL20M
AIL
9 RM-rER SPLICE PLATES
BUILT -Up OR--,�
HOT ROLLED
3/4 X 2 3/4 AX5T/
COLUMN
3/4
CL20AL
hZE
RAFTER SECTION R-R
AT CDUAIX WED
RIGID FRAME
ENDWALL WITH CENTER
COLUMN
COLUMN TO RAFTER CONNECTION USING C.2044- (WITH 3/4' SPLICE �TS) I AA I
�(SERTCKRMOS M-DN FOR
WE AND OUMffrrY)
ROD FRAME
FRAME RMF7ER
INTERIOR COLUMN CONNECTION EF28 SECTION AT COLUMN wl STRUT CHANNEL EF31 DIAGONAL HAUNCH CONNECTION AT BLDG. EAVE MF1 1
ROD FRAME ENDWAU. I AA I E NDKNU. RAFTER I AA I ROD FRAIIE I AA
.1 WAWF`
ROD FRAME RAMR
7
ROD FRAME RAFTER
T
UPI,)
QDNNECTXM AT �.
1�
�- M257 MTS
oMn, . U'r.
Ell
C
(SEE CROSS SECTION FOR
SNWI INTINVI .11
IN � AM' 0,1EMOI Aw Po' IIul
SIZE AND OUANT"
UOI IKID �WDIIED !PIM!i I- x . T I=pi S,IxEI
SECFK)M '�-
-I
TYPICAL RALINCH'SHIMMING DETAILS
MF19
RIDGE RAFTER CONNECTION DETAIL MF22
RIGICI FRAME
AA
ROD FRAME RAFTER
I AA
MR. HALL
ST. LUCIE COUNTY. FL
RICHARD K DAVIS CONSTRUCMON CORP
y
11749901
AM -
MAINTAIN AT XL
ROOF PANEL TVPES
EAVE SUPPORT FLASHING
TFSE(T)
1 1/4
ENDWMJ. GIRT
WIND COLUMN
EAVE CLOSURE RASHING
KR,,,F
CUP
TTEC_ (W EAVE STRUT)
PANEL
CL-3
RIGID I'RAME
VOS8- (9 1/r EAVE STRUT)
SEE PANE.
FASTENER(S) SFE� DETAILS
1/2 X 1"Al2W5
/4 T
CORNER COLUMN
MASONRY WALL
COLUMN
WALL FASTE NER
1
.1�2,XVI 4
7
"/2' NUT
114 X 3/4-
11-0- D.C.
IUVE STRUT
LAD T
1
FLASHING,
(w
:
L
MEC-3
�TrM
U.N3
1 1/2- Ml
FASTENERS
2'-0' O.C.
(Ely OTHERS)
GRADE LEVEL
STANCARI) UVE
STRUT CUP
(WELDED 10 COLUMN)
MASON
W/ BOND E;M—ns
MAS ONRY WNUL
CORNER RASKING
Ow OTHERS)
I 1/r MIN.
(BY OTHERS)
FASTENER
(BY OTHERS)
FOUNDATION
MA02
EAVE DETAIL W/ 8" NOMINAL MASONRY WALL MA04
PLAN AT CORNER MA21A
UASONAl APPLICATIONS SECTIONS AT MASO�
I AA
MASONRY APPLICATIONS SWEWNJ. DETAILS
I AA
MASONRY SIDE WALL
ALA
101 RELEASE/REMSION
"NOT FOR CONSTRUCTION**
MFL HALL
DRAWING STATUS:
FOR PERMITS ONLY
ST. LUCIE COUNTY. Fl.
SQ�AREVEIRSIONS DliSIGN:392 Btu: ITO
AMMCAN BUMI)INGS
RICHARD K DAVIS CONSTRUCTION CO"
JOB NUMBER:
SHEET.-
11749901
SED-007
�MMMR A
EAVE SUPPORT FLASHING
Non: �m EAVE TRIM DETAILS
T C HTNUO US
I TAPE MA5IC (CONTINUOUS
A
AT PANEL SIDEUPS
P1
ERVE CLOSURE FLASHING
TFSE
IF FLANGE BIO( CUTTER IS TO BE
,/2
1/2 TIM ROOF FASTENER(S)
RDGF FA STE N E R
TFECI
1 1/4'
USED AS THIS OPr*N O"ES THE
LOCATION OF WE MASTIC.
P AN
PANEL M"R ITS
L
( MIER
A CUP
Y-0- O.C. CGEL
ROD,
7- PANO.
4
INSULATION
E EARN G
(BEARING RIS)
PLACED IN FLAT
OTHERS
LONG SPAN IN
L 0 G
P
PANEL
A"
OF PANEL
FASTENER(S).
Fn2xCTUlp/*
3 41/
WALL.
GUTTER CUP GC -A—
I.-Ir D.C.
PAND.
EAVE STRUIr
q
FASTENER—� FLASHING
114 X 3/4- MEC-3
CAULK BOTH SIDES OF CLOSURE
1/4. M PANEL
mAsnC DaENSOM
M
LONG SPAIN
DVE SUPPORT
GUTII Turl FASTEN
INSIDE CLOSURE
SIDE
2*-M C.
(EY,O
STANDARD EAVE
EAVE STRVr
'RUT
EAVE CLOSURE FLASHING
DVE C LOBUR FLAS
(INELDED T STRUT CLIP
0 COLUMN)
ROOf TRIM FAST�
TAPE MASTIC
� J14 3 4
TAPE � (CONTINOUS TOP
APE
Ull �L.
STRUCTUFAL FASTENERS
AND
AND U:NDERNEATH INSIDE
MASONRY WALL
IS
S
IN, V6
-
EAVE
VE U FLASKING
I 12XI 1/4-
1-0.. 0. r
RE
CLOSURE)
1/2 TM
(BY OTHERS)
TO THE EAVE
MASIIC LOCATION AT THE EAVE 6 CRITICI TO ENSURE A
L
NOTO- INSIDE CL
ENVE SUPPORT FLASKAIG
OUTSX MOSURE
MEATIER TIGHT SEA" THE SIDDLAP MASFC MUST OTERO
jr M
DONN FROM THE TOP OF THE RIB TO WE MASTIC ON
OMITTED MR CLARIFY.
UVE STRW
WE EAVE CLOSURE. WE MASTIC DM90N MUST SPILICE
�W TD.
7 � �
VE
WO WE EAVE UkFTC.
INSIDE CLOSURE CAULKING DETAIL EAO 1
FASTENER INSTA kTION AT EAVE
EAVE MASTIC DETAIL
AT PANEL SIDELAP
EAVE DETAIL W/
B" NOMINAL MASONRY WALL
LONG SPAIN M SHOPIN - ARCHITECTURAL AND RG TYRCAL I BA
I
LONG SPAN Ill RODF
6A
w
INSULATION* NOTE:
INSIDE CLOSURE'
D E CUDS URE
MASTIC TO JOIN
CONRA[UGUS SEALING RUN OF
MA,.
ULATION IS TO BE TOWED
(BY OTHERS)-\ X AT THE ENW-DO NOT 17'
e:2 n�
l:S
UNDER RWE FLASHING
Al Off INSULATION TO BE
.2 A
.P INSULATION
op
P
Z
ROOF TRIM FAS3ENER(S)
TAPE MASTIC
8, ON
(Erf OTHERS)
EXPOSED TO THE IFEATHER. En)
UPOSED
=
114 X 3/4 SDRF
(CONTINUOUS AI.ONG
TOP OF CLOSURE)
EAVE SUI,PGRT
FIELD CUT
INSIDE CUMUR
-
ENVE CLOSURE FLASHING
6' SECTION OF
<
BNOUIP FLASHING
FEB-10.0
TAPE MASTIC
(CONTINUOUS UNDE"EATH
TAPE MASTIC
3/4 TM
CLOSURE)
WALL TRIM FASTENER(S) STRUCTURAL FASTENER(S)
ER
1 12.,
112XI 1/4- D.C.
fASIEMER(S)
4
1 0 C
V-0- D.C.
7
EAVE CLOSURE FLASHING
'AN
WALL PANEL
WAU.- MAIN FASTENER(S)
WALL PANEL
ARNW. VXL PANEL
MVE SUPPDRT
FLASHNG
WE FLASHING
SHIRK OTHERS
OLD,
OUTSIDE ItlE
TRI-15.2
SMIL&AI
EAVE STRUT
EAVE STRUT
FASTENER
PRIOR TO WE INSTALLATION or THE nRsr RouT, PANEL. THE SIDEWAL]. AND EN� SHEETING
SHOULD HAVE BEEN COMPLETED AND THE ROOF NSkJLADON UARTED. START A LIVE OF
1/4-. UREWANE CNU�
I1r X 1/8- TAPE MASTIC 00VIN THE EAVES AND ALONG TOP OF CLOSURE AS SHM ABOVE.
GF5
LEAVE WE PAPER BACIWC ON THE TAPE ALONG THE TOP OF THE CLOSURE UNTIL WE ROOF
UVE st�
PANEL IS READY TO BE SECURED.
(4) 1/8 RIVET-
OUTSME CLOSURE
MASTIC AND INSULATION APPLICATiON AT
RAKk
F 02
LONG SPAN III ROOM I BA
LONG SPAN m
BA
REF. DETAILS FUDISM, RG55AAA, & R05NM
�NQT FOR CQNSTRUCTIQN�
MRL HAU
DRAVVING STATUS:
FOR PERMITS ONLY
ST. LUCIE COUNTY. FIL
SOFTWARE VERSIONS DESIGN:39.2 BIW 17D
AMERICAN BUILDINGS
bol
RICHARD K DAVIS CONSTRUCnON CORP
JOB NUMEM'
RELEASE REVISION
DWNIICKD, 1ENGRI DATE
M01 RELEASE/RWSION I OWN: I CKD: I
11749901
SED-008
MISMIR
10 1 PLANS FOR PERMrr
CRMIDL I JHW 111/7/12
0
(IST OTHERS)
CAVE SUPPORT FLASHING
VE SUPPGRT FLA
STRUCTURAL FASTENER(S)
TAPE MASTIC
1/2 TM
TFSE(T)
'FSElr)
2XI 1/4'
(NOTE MASTIC LOCATION)
-0- O.C.
SrRucTuRAL
TAPE MASTIC:
WE mASTXc
1/2 Tm
CAW CLOSURE FLASKING
(NOTE MASTIC LoccwN)
TFOs-
STRUCT MAL
STRUCTURAL FASM�(S)
(Nom MASTIC LocAroN)
#12XI 1/4-
EAVE CLOSURE FLASHING
1--� D.C.
EAVE CWSURIE FLA�s M
EMIE SUPPORT BLIND RIVERS)
I
WALL MAN F.
MAN FASTENER(S)
TFOS-
FLASHING
---�KALL
CAVE STRUr
BLIND RrET(S)
BLIND
PRIOR TO THE INSTALLCDON OF THE FIRST ROOF PANEL. ME SIDE10fAU. FUISHNG AND NOKAUL
FLASHING/SHEETING SI-EDULD HAVE BEEN COMPLETED AND THE ROOF INSULATION STARTED. START
A UNE OF 3/4' X 311V TAPE MASTIC � ME EAVES AS SHOW ABOVE. LEAVE THE PAPER
LAVE STRUT BACKING ON ME TAPE MTE. WE ROOF PANEL IS READY TO BE SECURED.
MASTIC AND INSULATION APPLICATION AT EAVE EA28
LONG SPAIN III ROOF � OPEN SIDIMALL I H 0
ROOF FLASKNG LAPS AND END MANSMNS EXPOSED 70 ROOF CONOMNS
I. ROOF FLASKNG LAPS SHAL.L. BE SEALED WN 3/4 X 3/16 TAPE MASTC.
2. PEW CUT MB-10.0 BACKUP FLASHING To REINMRCE FLASHING EN� AND
TERMINATIONS. INSTALL FES As sNomm IN CONNECTOR DETAILS (wsoma,) V
MASTIC. CLOSURES AND SUPPORT MEMBERS.
EXTRA CARE SHOULD BE TAXXNt:.
DO NOT EXTEND MR INTO THE MASTIC
DO NOT EXTEND FEB BMW WE BUILDING ENVELOPE
MB EXTENDED BEFOND WE BW-DWG ENVELOPE INTERUPTS ME
GASKET CREATED BY ME CONTINUOUS MASTIC APPUMTxoN.
ADJUST FIELD CUT FIES UDIGMS AS REOUIRED.
3. STANDARD FASTENER SPACING AS SMINNI ON CONNECTOR DETAILS IDLL NZED TO
VARY TO ENSURE A COMPLETE GASKET � AT � L�TX)m&
INCLUDEW (BUT NOT WATED 10) WE FOUO�
DECREASE STITCH FASTENER SPACING FROM W D.C. TO 3' 0.11 AT FLASHING
LAPS AND
EXAMPUES; RIDGE FLASHING TO � CAP
HIP FLASHING TO WEE AT CANT
RIDGE CAP TO PEAR BOX
AT ALL EXPOSED ROOF FLISHINGS ENDLAPS INSI%U. A SRTCH FASTENER
MROUGH ME UPPER FLASHING 2 IIV FROM WE EWW.
(SEE DVAA. RC�)
TAPE MASTIC
1/2 Im
RIDGE
4. VALLEY GUTTER LAPS SNNU. K'SSIUM VRTH 2 X 3/16 TAPE IMSTIC AW SHALL
BE STITCHED WITH 114 ROOF FASTENERS V ON CENTER. OUINTRY lXU. NARY MEW
GUWUR WE.
5. PREDRILL 1/4'. HOLES AT UPPER AND LOWER FLASHING FOR 114 FASTIE�
DO NOT PREDRIU. FEB BACKUP FLASHING.
6. MR ROOF FLASHMIG LAPS NOT SHONN IN DETAILS. THAT ME EXPOSED TO ROOF
CONDITIONS. USE WE MU.ONTRG AS A GUIM
REINFORCE ME TOP SIDE OF ALL FLASHING END TRANSITIONS EXPOSED TO
ROOF CONDITENS USW #14 ROOF FASTENERS. r ON CENTER THROUGH
MASTIC AND FIELD CUT FES-10.0 (AS SPACE ALWNS)
RMING LAPS NOT SW" AND NOT EXPOSED TO ROOF CONDITIONS
7. FOR FLASHING LAPS NOT SWIVN AND NOT EXPOSED TO ROOF CONDITIONS. USE WE
FOLLOBZNC AS A GUIM'
6 USE 1/8 INCH BLIND RNTTS 3- ON CENTER.
GENERAL REQUIREMENTS
B. ALL FLASHING � SHAUL BE TING INCHES.
FLASHING LAPS AND TRANSITIONS — GENERAL REOUIREMENTS FL06
I AA
GABLE ZEE
RAKE FLASHING
>�4 GUITER
1�
S RAKE FLASHING
W,11 F 'S4
GUTTER ENDAr (3)�&"I'ATX 32'
,I
OUI
> ALIGN
CORNER CAP BOX-t
41-1�--�-WE MASTIC
3/4 W
T RAKE CMI
*5
1 4'. BEAD
GTS
7 TRCL-
T
BLIND RIVET- I
(12 RZO-D. PER Z::F
M
1/8
WE SUPPORT FLASHING
BUILDING CO,.E.-//l
BUND
(SEE NOTES) RIVET
10 REG-D. PE
BUILVING CORNER
(SEE NOTES)
BLIND RIVET
NOTM' CAP Box
a
--- C12 REOURE,)
1. START AND STOP GUTTER AND RAKE �NG 1/8
1/4-0 UR:EM7W CAULK
AT BULORIG CORNERS AND ALIGN INITH OUTSIDE
EDGE OF WALL PANEL AT CORNERS.
GTS
rZ
ROOF UIM FASTEIVER(�
R(S)
'�,W� MU, FASTENER(S)
�,�LL
2. ME FIRST 10 MET OF ME RAKE FROM THE CORNM
SHOULD BE TEMPORARILY ATTACHED TO ALLOK ADUUSR4RT
RAKE SUPPORT FLASHM 014 x 3
4 X 3/4
13'
IIIHEN INSTALLING THE CORNER BOXES. PERMANENTLY ATTACH
0�
���Mrm
RSF-I (9 REOT.)
REWD.)
ME RAKE AFTER CORNER BOXES ARE INSTALLED.
RAKE CAP INSTALLAMON
1 RA03
CORNER CAP BOX INSTALLATION
FRA04
LONG SPAR III ROOF W/DIE � RIDGE
I BA
LONG SPAR M ROC)FS (U�RSAL RAKE)
I AA
WALL WIM
TAPE MASTIC -
1/2 Thl
(NOTE MASFC LOCAllGN)
E&VE SUPPORT FLASHING
TFSE
CAVE CLOSURE FLAZIHING -\ I
IFOS-- STRUCTURAL FAS.LNLK(S)
#12XI I
1.-0. 0.e.�
EAVE SUPPORT FLASHING BLIND RIVET(S) OVERHANG CEE
ITSE 1/6-RNEF� I a -
'r FLASWNG�� WAU. TRUI FASTENER(S)
OVERHANG CEE -------- � SEE AF`PR0PRlATE OVERHANG DETAIL
=SOFFIT SFO�)
SOFM SP(%MAA)
PRIOR TO THE WSTAU.NTION OF ME FIRST ROOF PANEL WE SIDEINALL FLA!MING AND EWwAU.
FLASI-ffW/SI<ET[NG SWULD IAAVE BEEN COMPLErED AND ME ROOF INSULUION STARTIZD. START
A ME Or 1/2- X 1/8- TAPE MASTIC DGIM ME EA�S AS SWVfN ABOVE. LEAVE ME PAPER
lt-5 BACKING ON WE WE UNTIL WE ROOF PANEL IS READY TO BE SECURED. .
SEE OVERHANG DETAIL MASTIC AND INSULATION APPLICATION AT LOW EAVE
" SOFFIT SF03m)
(wrmour SOFFIT V03AW LONG SPAN 13 ROOF PANELS 1IDTH OVERHANG
FASTENER AND WASHER
OR MER UEANS (BY OWERS)
MAY BE USED TO ATTACK
Au. 5;5;:, INSULATION (BEFORE EAVE CLOSURE
ROOF PANEL FLASHING IS ATTACKED) NOTE:
OF :�7 MW INSULATION BACK ONTO
ITSELF FOR COMPRESSION
BETPEIEN ERVE STRIUT AND
�R ROOF PAWL IT MUST NIR BE
TMI EXPOSED TO WE wEAMER.
INSULATION
EAVE CLOSURE rUkSIUNr
EAVE STRUT
aw SUPPGRT-�,�
FLASHING
FSE-I OR TFSE DOUBLE SIDED TAPE (BY OTHERS)
TO BE USED TO SECURE JA5U.XTLON.
WALL PANEL
OR
BLIND
1/8 FU.V
FlASMING TR14 INSUL%TX)N AND
TURN VINYL BACK. INSULAMN
MUST NOT BE EXPOSED TO IlEATHER.
1/4-0 URETHANE CAULK
GTS
STANDARD GU7rER
1 FLO9
SUGGESTED INSULATION ATrACHMENTS AT EAVE IN01
AA
I AA
MR HAU
ST. LUCIE COUNTY, FIL
FO . R . P I ERMITS 0 Ly
f4%Pl
-A�TQAV UT
SOI'VINARE �101,15 U�SIUW. 392 BIW. 170
JOB NUMBER:
SHEET:
RIC+L4RD K. DAVIS CONSTRUCTION CORP
11749901
ISED-009
I
RAKE SUPP()RT MGUE I Ile
RSI,-I
ROOF PANEL
WE FU'SHING
mmi F�NER(S)
#12 xr, 01.4.4
TAPE UASTIC -
1/2 TM
ISUP ARGUE
PER PURUPI
GMIX ZEE
numixom(s)
wNu PANEL NOT SHOm`l
FOR CUMTTY
. I I
PEIR
CV2
ME DETAJL
RA05
UONG SPM III PANEL
INSTIC
11r Yu
FROOT - FIeTEAl :�
�94PER .a
1 3/4
avc Yta,
NOTE:
van
Na""N FOR
ROOF TRAR FASTENER(S)
114� STRIF
w O�
NOTED)
UPPER
Roor sTK:N F�ENcB(S) R001' MR FASTENER(S) mm. w
BUND RIVETS 1.. 4 4 FMv 0.-
RIM WE TABA (SIX NOTE)
I - V
MOUND
URE,,.U,
RmIE Emt,:M�
TREc-
PMT �
UNWERSAL RAKE ENDCAP INSTALLATION RA70
AA
RDOF UMI FASTENER(S)
ROOF UUN FASTENER(S) (") . 711=1 1/4 .
112XI 1/4
I.-W O.C. UORG SPM w PMEL
OF Re.
BENTS
PURUN � GUILE ZEE
TRE FIRST RUN OF PANEILS 6 NM R� TO BE INST&LED. BEGIN VITH ll� EAVE PMEI- INST�
7GASUE
THE PRST ENVE PANEL 1117H I)EE CENTER UNE OF THE MRIAPPING Re MR TOTH THE END OF
PURLIN
ME PURUNSL UNIESS NOTED D(FREK14PLY 04 THE EUIUDM EREI;IION DWINGS. 1:11TERm THI: UOVIER
END 3'
MIC NOMWINHE E-U&IR -VW
LOKR END OF THE PANEI. ENOU04 TO KUM M
P� IUDOmG FROM MfI�TELY 3 POET OF TFIE IUSTIC &ONG W TOP OF THIE INSIDE
CLOSURE 0 THE EAVE. PUSN DOIMWO ON TRE PANEL AT THE IUSTIC LOCMDN TO INSURE TFtE
ZVE
IUSTQ MOSURE AND PANM ADHERE TO EXH OTHER AND FASTEN THE PMEL 1ITCH ROOF
66:2n0t
FASTENERS AS �
M8 i8g, 17 Z)UNS) RRST PANEL INSTALLATION
l:tG6-m.0 IV PURUm)
COPrG SPM III ROOF PANELS I t MA I
TAPE BASOC
3/4 Yu
LOKR ROOl' �NG I Wn, M
PIECE -�
"FIELD CUT TO LENGTH
'LENGTH RED&MERIERY DELULS
RIDGE/�. RC35--A
R&WHIGN SIDE WE: FuQ-A
NOISS RUST BE DRILLED PRIOR TO �YING
TEVPDRM4IY W PIECE � MR � ��. PRE -DRILL THE REOURED NURSER OF 1/4-0
HOLES YIMUG14 BOTH W & � PIECES OF ROOF �G BUY NOT �P �.
SUDE PLECE � BNX AND APnY 1URE uweTm� MO BROW FJ%SHING OR PIECE 'W AS SHONIX
UNP PIECE � MR PIEU 'A' � GMETUL TO AUDN � INSUM ROOF FNSTENERS IIS
�ONTI. CONTINUE PROCISSi �0440 Rool, CONIXTQN.
SECTION THROUGH ROOF FLASHING LAP RC35A
AA
ROOF TRIM FASTENER(S)
114X. SDRF
'ER ROOF FIUSHING
� � E)POSED TO ROOF (�ONDOIGNS REQUIRE A FASTENER LOCIIIED 2 I/r FROU THE
EDGE OF TNE UPPER RUISHING. AS SHORIN ABOVE, TO ENSURE A POSXIVE SEA1. AT E�
STANGUTT� FASTENER SR� FOR FUISHING CONNECTION. �Y � D.C.
MY RESULT IN F� SPXING AT ENDIAPS MEEDING THE 2 I/r.
ADD FASTENERS OR REDUCE SPX%NG AS REQUIRED AT ENTRAPS.
TYPICIU. F�STORR
LIVOUT AT !NTERM�V PURUNS
ROOF SITICIR F0CSTENER(S)
114 X 3/4
mam,
I._, '.. (SEE N65�9�
LOCATE W-V D.C. FOR ITIST
5'-� MU MVE FOR IDE ME'
SNOII, CONDITIONS.
RGIOl' "R FASTENVI(S)
112 X I l/. ROOF PAND.
SEE DMAIL
F�
UNCUT AT EhCIAPS, RIDGE AND NIGNSIDE
ROOF, FASTENER(S)
114 X 3 4 ROOF P�
SEE DE�NL
W��R Re
FASTENER LAYOUT
UNDUT AT EAVE
r -R C-0-5 I
LORD SPAN III ROOF
I SA
RODI, STOCH F
TME �
1/2 Ym
DII
TAPE UASfR
1/2 7
. IRIDGE DETAIL
. LONG SW W RICH' U/01E FORUED RLDGIE
ININ
X 1 1/4
1/2 Yu
Il
Ila,
I
ln
wm�
SPAR M PANEL
PURUN
EXPOSED ROOF FLASHING FASTENER REQUIREMENT RC35W I DIRECTION OF ROOF PANEL ERECTION
I AA LONG SPAN M ROCHI'li I BA
MR. HALL
ST. LUCIE COUNTY. FL
-1-1 .., - - -
FO . R - P . E . R .
MITS
SOFrWARE VERSIONS M
JOB NUMBER
RICHARD K DAVIS CONSTRUCnON CORP
11749901
�. RIDGE
w FORMED RIDGE
DIE FORUED RIDGE P� ME TO BE ENSTUILED 4kS EACH SIDE OF THE Rool, 5 SHEETED
THIS UtL Z' IN "DONNG DOTI WES OF WE ROOF AUGUED. 0TER Hk� UST&LED A
RUN OF PANEIS OR EACH SIDE OF THE ROOF. VPLY RUSTIC TO THE PMEIS AS SHM
AT UUT. SET DIE FDRUED RIM PAND. IN PUCE AND INST� W AND PURUIN F�
�Ly jUI XONG TRE TOP OF M LU%DiRD Re TO PREPME FOR THE RIM SCIELIP.
DIE FORUED ROGE SHOUID NOT BE USED ON MUNINGS 1111H ROOF PIMES GR%IiTER IRAN
75- MDE.
DIE FORMED RIDGE INSTALLATION
LONG SPAN W ROOF PAKU3
ONLY
I
ROOF F�Effli SPE� GONDMON FASTENERS
112 .1
2 "14
N.V. V.
PM m N=
"1114 =4
Big
MI. Na SM SN� REQ� A 511V �IOEF �S.
BASIC PARTS AND PIECES RC6 1
LONG SPAN Roor BA
LONG
UPE �
(coNMa�
� AND
PXNEL MOM
1/2 W
Gl�
Lus
PANEL BACKLAPPING RC75
LEPC SPAN m ROOFS BA
FREMN
1. � AREAS INHERE G TO BE �00 SHOULD BE WED GLENN MTH A MR.D
DERERGENT OR NN AIJ. PtIRPOSE �R BEFORE � �M� MIS
ENSURE A GDOO � SURFhOE NAD IMPMWE �WER TCMNESS.
2. ME �El �DON �� RECOMMENDS �7 � V= UPE
BE � TO SE� WE �VM 70 WE EA� ME NETk MUXNC �
M NW MESPONS3XE FOR WE W�TON OR A� ON.THE 9=�WAL
� AU� (BY OTHERS) "Y BE RE�D.
3. AU EXPOSED FAWENERS SNOMD K�X WE � FOR WE MOST
�WER � CONNEMOR w REEF NAM � � wHERE APP�
4. RHEN FNDU) =MG PANELS Oft MIN Db NOT USE � � OR OWER
C=NG MEMOOS IMCH PRODUCE My UEtAL PARWLES OR BURN THE OUT EDGE&
THESE METHODS � � WE PNNTED " GALVXtAtE FIMSH AND WRO �
lt� USE � GW SKEAIM MSSUERS OR OWER E=NG DEWES
� DO NOT �E � UUAL PAR7MES OR BURNED EDGE&
BEARNG LiGPr-
G 11
(B�c LEG GNES
supPoRT TO
paw
5-m �� F;,m ��
EVNPLE UP 24-M -
6. & n � Av�)
EMXMM OF ME LOW SPAN PANEL REE� MAT WE MPER MECtION Of " M�MN
BE � ME D� OF ME PANEL �M A � LEG M MS LEAD04G EDGE
� P� S� FOR PROPER MMWG OF ME O�Pft MB OF THE NEV PANEL
WE nm�nom OF THE P� (SHOwN AN LEM �Ds FROM ZEF, TO MGHT. �.
� FIELD 0��ES DMTATE OTHERIMSE. ��TION OF PANELS M FROMM FROM
EMER UD'F TO MGM OR MGMT TO LEFF AS LONG AS THE � RIS Z �PPED OWR
WE SERMNG MR.
PANEL MARKING AND SIDELAP DETAILS RC53
LONG SPAN
soFFrr suPPmr NNRxE
FU�LENIGM
TENI
TEM'
MN F "'NI
M MMN FNMENER(S)
r22
1===b� q
j X I
J12 1/4
,j
D.C.
SOFFIT �m
OvrwsmE CLOSURE
RUNG MMEF
Nou/AwoA.
;/8 R�
'-0- O.c;
GLOS� ARE REO�D INTH
LONG SPAN JU, �NFTEMM M,
AM>OTEE� � MR � P�
(SEE P� SPE� DEFAMS)
ERECTION NOTES RC9 I TRIM DETAJL AT MASONRY WALL TO SOFFIT PTI�7:fl DETAL AT'(SIDEWALL) WALL PANEL TO SOFFIT
I JA K W� W/ SOFTIF UNER P�
LONG BRAN IF MISA q I , I
MR. HALL
ONLY
UNER M�
ST. LUVE COUNTY. FL .... .1.
RICHNRD K DW SCONSTRUC'nON CORP JOB NUMBM' SHEEP.
11 ISED-011
==I
0 m
z 010
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co
co m
X. 0
C)
1A- 009 ... I
REP
I lip, wi�
IN FIZ
h.-H'aO Aga
NIANA g -
fi I-qmR-a5 15
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131
ITT hd.N Alli
gl 0 Ax.
13 ot
itqp C-1;
a:
nm
i:
9
W R
iTT
C6 0
00 z
cn
z
Z9
M M C
6 0
z 'Z-; r -
1 L - - - - -
PDX
50.5
i
091�
p
lo
A A
F
R-A
WALL. "N FASTE�(S)
SIM m
�!W 01�4
MW F�ED S�
po M9
�'�CDWR
FLASH= (Wmw)-
FunFl
ZLSH =LAX
�Nc �
� pma
�SUTPA�AND��
m S� � B�m F�
SECTION AT HEADER AND COVER FLASHING
F—OT-2-1-1
SHEETING AND FLASHING ELEVATION
I Ab
Lgm wm m A,o �M-ms P�
OT
I! AB
"NOT FOR CONSTRUCTION"
MR. HALL
DRAINING STATUS:
FOR PERMITS ONLY
ST. LUCIE COUNTY, FL
SOFrWAREWRSIONS DESIGN:392 SIX lrD—
AMNICAN EUELDINGS
01 RELEASE I REVISION I OWN, I CKDI I EN DATE— RICWD K DAMS CONSTRUCTION CORP
JOB NUMBER: SHEEn
11749901 SED-013
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SOFFIT RNMELS MM REQUIREIFELE, IRIMMIMI
(1V F'LRUNS;
(2) PON
=-2
5)
SOM PMEL ItNJ. ILIJI! FASIENER(s)
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END,mu. P�
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ir �G mw Em�
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SEE PANEL WEMC DETM�
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PANEL
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LINER F"'S'
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suI Rriv (lyp.)
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112XII 1 4
I -Or O.C.
I.-Ir O.C.
ROOF PANEL AND �MWG NOT SHCAwm FOR EWIrY
ME PANEL SPE� cfl�
MFEW �m & FIELD NOW n RE91WRE[I TO WEAX E�
SECTION AT ENDWALL OVERHANG EAVE (W�SHE=)
SF51
DETAL AT R IDGE ROOF LINER/SOFFIT
WIN �ff P� / � SDEW0,LL OYERNANG �
I SA
MP, HALL
ST. LUCIE COUNTY. FL
PJCHARD K DAMS CONSTRUCTION CORP
"NOT
FOR CONSTRUCTION"
)RAWING STATUS:
FOR PERMITS ONLY
;OFFWAREVER51ONS U�IGN:392 BIM: 17D
AMMCAN H=ING
JOB NUMBM
SHM:
A�� .
11749901
ISED-014
M �BM R
501 WAOTY � �2' ANGLE.
ROOF Ron 1:12 MAX
(WITHOUT BEVEL WASHER)
2001 CAPACTrV VffM 2�- AWNUE,
ROOF SLOPE 1:12 MA)t
(RTINDUT BEVEL RASHER)
NTNOUT ANGUE-r5
INTH ARGUE
7/16- !HME
(FIELD GRILL)
PuffluH I SEE ALSO (SW5AA) I
STRUCTURAL FASTEXER(S)
111 1/4 TEK
I ANcu)
�1/6'. 6- LONG)
HANGOR
501 CAPAOTY � r� ANGLE.
ROOF Ron 1:12 ,u,
(NITMOUT BEVEL VIASHER)
=I cAPAcrrr wITH rar ANIUS,
RODF SLOPE 1:12 NUU(
(INITHOUT BEVEL RASIIER)
NUT
RASHER
— nRUN
2WI CAPACTtY VnTHOuT rr Z7
ROOF ROPE UESS THAN
V
OR EQUAL TO 4:12
50of CAPACITY IVITH 2'x2' ANGLE.
Poor Ron am THAN
OR EQUAL TO 4:12
1/2"
2501 CAPACITY VRTK r,r ANGLE.
wl. �(2) �TURAI. FASTENER(S)
ROGIF ROPE GREATER THAN
112XI 1/4 TEX
4:12. SUIT UESS THAN 8:12
=BY PUVN
,Dftpl
IRTTHOUT ANGLE
I,ITH ANGa
I
ISEE ALSO �s=
STRUCTURA� rASTEVER(S)
X1 l/. TEN
4 ANGLE)
31V� ROD HANGER - - - \1
,\1 ANNE / 5' LONG)
(2",,2',,1/8`. V LONG) HEM. 3/8-. RED, NANGEM� �_�
- �u MAY BE GUTTED, VIVIN
HANGIDR LEADS SO Um.
7/16-. HOLE
31WO ROD HANGER
USE OF THIS DETAIL STILL REQUIRE THE
OR LESM.
NOTE.
NOTE:
(FIELD DFAU.)
ROD HANGER TO SE SEW AFTElt INSTALLATION
SO THAT ff HANDS
ANGLE MAY BE OWITO ,(TN
USE OF THIS DETAK %TLL REGU3n THE
UISE OF THIS DETAIL ML REQUIRE THE
ROD HANGER TO BE SEW AFTER INST�TIOHI
NOTE.
VERTICALLY
THE METAL SLOWING SUPPLIER IS HOT
HANGER LOADS no UBS. OR am
EXIMPT THAT ANCUE 5 REOUIRIED
no HA,IGER TO BE BENT AFTER
NOTE.
SO TXT ff HANGS
USE OF THIS DETAIL � REQUIRE THE
RESPONSELE FOR THE DESIGN OR AGEGUAEy
IIRTH San GREATER THAN 4:12,
NOM'
PURUM UP MUST NOT
SO THAT a HANGS VERTICAly.
THE METAL RIOTING SUPAUER IS Nor
PURUNI LIP MUST NOT
THE METAL BUILDING SUPPLIER IS NOT
RESPONSSUE
NOM.
ROD HANGO? TO BE SENT AFTER DISIALLATTER
SO THAT IT NAMES VERTICALLY.
OF THE SEW ROD HANGEk
BUT am THAN 8:12.
BE DISTORTED.
RESPONSELE FOR THE DESIGN OR MEOUACY
BE DISTORTED.
FOR THE DESIGN OR ADCQ�
OF THE Bw ROD MANGEM
PURUN UP MUST NOT
M
BE DISTORTED.
THE METAL BUILDING SUPPLIER IS NOT
NOTE:
OF THE SENT ROD HAMQB�
RESPONSIBLE FOR THE GES,GIN M ADEUA,
OF THE BENT ROD HANGER�
PURUP, UP MIJ5T MET
BE DISTORTED.
HANGER DETAIL AT PURLINS
SH01
HANGER DETAIL AT PURLINS
SHOIA
HANGER DETAIL AT PURLINS
HANGER DETAIL AT PURLINS
SH02
AA
ROD HANGER IffirHOUT REINFORCING; ANGLE
I AA
ROD HANGER WTH REINFORCING ANGLE
I AA
PURIUNI CILAMP
I
AA
2ml cAPAcTrV NrNou� rr ANGUE.
Poor ROPE LESS THAN
OR EGUAL TO 4:12
SEE ALSO (SH14AR)
(w5m)
1 1
Scol cArAcrrr %TTN r� ANGLE,
ROOF San: LESS THAN
OR EQUAL TO 4:12
SEE ALW
SIN W)
PROVIDED ROD HANCIER IS "ORRIN
='Xp �E-l� OF 3'�'AAGLE WAN
(=I W.
AUXI (SHISAA)l
/Y�2 ROPE �TER THIN,
,A CAPACITY "ON �. ANGa.
MAX. -12 ...
4:12. BUT am THAN S,
1�011
AL F�R(S)
TEK
RAIL FASTENERS
V,).Plr/.0 nK
7(,1
NOTE,
V LONG)
IE
USE or THIS opt� wU NEOU`Rz THE
ANGLE � BE EMITTED KTH
ROD HANGER TO BE SEW AroM INSTALLATION
SO THAT IT HANGS VERTICALLY
3/w. BOB HANGER
HANGER LOADS 250 USS. OR L 'n
THE METKL BUILDING SUI`PUER 6 MET
DCOPT THAT ANGLE 6 REQUIRED
11TH San GREATER THAN 4:12.
31V. ROD HN!IGER
RESPONSIBLE FOR THE DESIGN M ADE�
OF THE OEM ROD HANGER.
BUT LESS THAN &'12.
NM.
USE OF THIS DETAIL � REQUIRE THE
KOM:
NOTE;
ROD HANGER TO BE BENT AFTER INSTALLATION
ANGLE (Typ.) -
3. LONG)
It LENGTH)_
\-3/w. ROD NAAGuR
NOTT�-
USE OF THIS DETAIL INILL REOUTRE THE
ROD HANGER TO BE SEW AFTER
SO TKU IT HANGS VERTEAULY
THE METAL BuRawc SUPI IS MET
PURLIN UP MUST HOT
PURLIN LN' MUST NOT
SO IT HANDS VERTICALLY
THE METAL BUILDING SUPPLIER 6 No�
N01`D. FIELD "E.D%G FUGUIRED.
RESPONSIBLE FOR THE SEStGM M A,E�
BE DISTORTED.
BE DISTORTED
RESPONSBIX FOR THE DESIGN OR ADEQUAY
SEE DETAIL E4FRAL,
OF THE SEW ROD HANGEAt.
HANGER DETAIL AT PURLINS
PURIUM
SH02A
HANGER DETAIU AT . PURLINS
Of THE SENT ROD HANGER.
SH028
E
PAAq
HANGER DETAIL BETWEEN PURLINS
1 SH03
CLAMP INSTALLATION "NOT ALLOWED" 1 SH06
CILAJUP INTRIOUT REIMFDRI�NG ANGa
[ AA
CLAM[P BITH REINFORIM.. .�
I
AA
OJkMP CAUSING
BENT PURLIN UP
AA
Soof
=Zl sr� ALSO (SHIAAA)
ROGN, Ron LESS THAN IAA)) ROOF SLOPE uss; THAN 95VI SLOPE LESS THAN
OR EQUAL. TO 1:12 OR EQUAL To 112 (SHISAA)
OR EOUAL TO 4:12
CAPACOY
Ron GRE0GOR I
SAMMY X-PRESS 25/1PI'. HOLE 4:12. BUT LESS THAN I
SIDENINDER PIPE HANGER (FIEUD DRIU.)
MODEL SIOG' 35
3/4"*F
MIN.
NOI` TO "CEO
MID DEPTH OF
NOTE:
USE Of THIS DETAIL RAUL ROURE 11NE
ROD HANGER TO BE SEW �R tHSTALUDION
SO THAT a HANDS VERTMAUIY
THE METM. BUILDING SUPPLIER IS NOT
RESPONSGUE FOR THE DESM OR AGEQ�
OF THE SEW ROD HANGER.
nl"'- HOLE
FIELD =LL)
wMY X-PRESS
RvEwUJDER PIPE HANGER
MODEL SWGI 53
31W. ROD HANGER
3/4"
MIN.*
HOT TO E]MEED
wDDEP7H OF PURUN
NOM.
USE OF `MTS DETAIL VIILL REQUIRE THE
RGID HANGER TO BE BENT AFTER
SO THAT ff HANDS VERTICALLY
THE METAL BUILDING SUPPLER IS NOT
RESPONSIBLE MR THE DESIGN OR ADEGUMEy
Of THE BIENT ROD KNOGER.
�LOCX NUT
ROD HANGER
NOTE:
PuRuN UP � NOT
BE DISTORTED.
IsEE ALSO
HOLE
RILL)
HANGER DETAIL AT PURUNS SH11 HANGER DETAIL AT PURLINS M�ER DE AILAT. URLINS
_L _ SH12
AA SIDERINOM PIK HANGER FOR SLOPIES LESS THAN OR EDUAL TO "PEF THAN L_ I AA
ROOF SLOPES LESS THAN OR EQUAL To t:12 1 1 1:12 1 AA 12
MR HALL
ST. LUCIE COUNTY. FL
ONLY
11749901 IS"'ED-015 IWOPOR
ARNF �56q 'uss
sEE
OR EO� TO 4:12
N
ml=
MWXITY
I'
%OPE �Tvq
k".
4AZ. M UM THAN 8:12
WuY x-palm
PIPE HANGER
UP 35
7.
25/W� HOUE
f3/8'.
C�' DRW
iuNtcEN
MRUN LP NOT
IT:
HANGER DETAIL AT PURUNS
SH12A
S;� MR UGM = THAN 8:12
AA
01 Mo�K�Tvl .
OR E� M W2
sa � (SH;=
(.N � I
HANGER DETAIL AT PURLINS SH13
� � �TER THAN OR EO� TO 8:12 1 AA I
CADDY PURLIN CLAMP MODEL 315 IS AVAILABLE
VIA THE MANUFACTURER'S WES SITE:
www.erico.com
SAMMY X—PRESS SWIVEL PIPE HANGER MODEL
SXP 35, SAMMY X—PRESS SIDEWINDER PIPE HANGER
MODEL SWXP 35, AND INSTALLATION TO6LS—ARE-----
AVAILABLE VIA THE MANUFACTURER'S WEB SITE:
www.sommysuperscrew.com/sommyxpress.htm
WARNING
THE HANGER WA07a � ON THE AlIERII(MN IMD� EOUPANY DET� REPRESENT THE
IWEIMUM �M� SM%E � LOAD THXT A � IVRUN EAN SNMY S� �
THE BEST OF EIREX01ASTANCES Mn THE PART� �Vl OMM SHO11N IN THE DET�
NANIY FACTOn BEYOND THE � OF THE MET& IMDING M;F7UM �ECT THE AIPuTY
Of A F'URUN TO WELY SU� �W � MNSHED VIlTH O� REWIRED ROC)F
U� DUE TO THE VARABLES �VED IN H� U� ANO THEM ATTAOHMENTS TO
THE PURIM THE NET4 MURK SWS'UER WINOT �n THAT THE NRLINS FOR A
PARTI� IMDING F'ROJECT � �y �ORT THE UWaMUM �OMLE � UAVS
IN OO�WN VFITH OTHER ROOT L�
WEEISITES FOR PREAPPROVE15 HANGER DEMCES 1 SH14 HANGER CAPACITIES WARNING
1 AA I I .
NOTE:
OTHER- METHODS OF ATTACHING. HANGING LOADS, NOT DEPICTED ON DETAILS SH01, SH02, SH03,
SH1.1, SH12, AND SH13,',ARE GENERALLY PERMITTED.
HOWEVEF�, THE HANGER LOAD MJST-NOT EXCEED 50 POUNDS PER HANGER LOCATION - (WITHOUT
SPECIFIC PRIOR AP PROVAL, FROM A QUALIFIED DESIGN PROFESSIONAL FOR A PARTICULAR LOAD).
GENERAL HANGER NOTES 1 SH15
AA
"NOT FOR CONSTRUCTION�
IQTU.�.
MR HALL DRAWING STATU
FOR PERMITS ONLY
ST- UJClE COUNTY. FL SOFI-WAREWRSIONS DESIGN 31.2 — SIM: 17D AMERICAN BUILDINGS
RICHARD K DAMS CONSTRUCTION CORP JOB NUMBEft F�EET.
I OWN! CKD: I ENGRI DATE 1401 RELF EIREVISION
RELEASE REMSION I DWN:/CKD: IENGR DATE
4S FOR PERMIT I CRMIDL IJHWillf7/120 11749901 ISED-016 M—EMFI