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Q [� REVIEWED, NO [] REJECTEd E EPTIONSTAKEN 0 RESUBMIT EVIEW.ED AS NOTED [3060 NOT RES11181 SUBMIT SPECIFIED ITEM t ' with the d1n 9 Rev�+H,.ic only :for. general conformance atioo Ktsret' "of .the project and compliance with the inform ren.;n the contract documents. Any action shown AI�G Q u1J 8uh ect: to the requirements of the plans and specificatio L�lty C9�at�ty, Perilt;in� . -. Contractor is responsible for dimensions which shall be --G Finated all work tion ptbrifirrocesses, r to hnin uesand of cconcorstruction,t tcoordination bofa trades and the satisfactory performance in accordance '��, �. ,,.. .,�,. ,� � � y �, __ -�� _. � x'�%ro►th to ` ra for documents... Y M.!. Engineering, Consaking Engineer Vero Beach, Florida x. 3 It COionn WA opow'V.) r: PRIE � , E "Ownership, Excellence and Innova REVIEWED FOR � QDE COMPLIANCE ST. LU001OE COUNTY t i 0 n ��U¢�SutF �0A-rj IT No.: PLANT C-xP. 190 7-- 05 7q A.B.C. JOB NO. SNKOIGIA f C 1W SAFETY COMMITMENT r ilinencaiBufldfngs'Compariy disclaims anyresponsibiliry for injuries 6r damages which may result ' fromthe interpretation and implementation ofthese safety and erection practices since the actual erection operations and conditions are beyond American' BuifdingsCornpany's control. It is assumed ° jtbafor ly kperiencedl knbwledgeable erectors with3rained crews and proper equipment will be , 6BaP.ed to do the erection.., ` 'It is emphasized that American. Buildings Company is a manufacturer of metal building components and is not engaged in the erection of its Producfs. Opinions expressed by American Buildings Coo' P' .' abouterepion'pfactices'ire intended to present only aguide-as to how the components should be assembled to create building., The experience, expertise and skills of the erection crews as well as the equipment available for fiandlirigthe metal determines tfte quality of erection and the ultimatecostometsitisfactionofthe.complettedbuilding.,_'._, American BuildingsCompiny strongly recommends that safe working conditions and accident Prevention practices',be'the' top pnoriiydn any job site. Local, tate aM led eralsafety, and health standards should always be followed to help insure worker safety: _. . , Make certain all employees know the safest and most productive way of erecting a building. Emergency telephone numbers, location of first aid stations and emergency procedures should be known to all employees. 'Daily meetings highlighting safety procedures, the use,of hard hats, rubber sole shoes for roof work, Proper equipment for handling material and safety nets where possible are recommended erection Practices. American Buildings Companyintends that these precautions be interpreted and administered with sound judgment consistent with good safety practices. American Buildings Companyhas a commitment to manufacture quality building components that can be safely erected: Safe erection practices are the responsibility of the erector and individual employees of the erectors. The erector's supervisory personnel should be certain to both communicate safety practices to its employees and enforce proper erection practices. However, the safety commitment and job site practices of the erector are beyond the control of American Buildings Company AMEBIC_ AN BUILDINGS COMPANY A.11416= fI7 COMPANY. YOUR SAFETY AT WORK Correct Tool Usage Make certain the correct tool is available and used for each phase of building erection. Worker should maintain a firm, safe position when using any tool and a constant awareness of their location to the .of edge. Use approved tie -offs, netting or rails when working on roof surfaces. Check wire rope for broken strands, broken wire and kinking. Replace damaged, unsafe rope immediately. Personal protection equipment should always meet OSHA standards. Always wear approved eye protection. Electrical tools must be properly grounded. Do not use electrical tools or equipment while standing on %vet surfaces. Return tools to their proper place when not in use. Don't allow tools, blocking or materials to become a falling hazard. USE THE CORRECT TOOL FOR THE CORRECT JOB Remember! Daily meetings highlighting employee safety procedures will reduce the number of employee accidents. YOUR SAFETY AT WORK Employee Safety The safety of each employee should be the 'Number 1" priority at each job site. American Buildings Company strongly recommends that each employee be properly trained and supervised in safe work practices. If you feel that you have not been properly trained on safety procedures or are not being properly supervised, contact your supervisor. While at work remember. • Untrained or unqualified personnel should not be permitted access to a roof or the erection site. . • Work areas should be kept clean and orderly at all times. Improper tool usage may result in injury. • Make certain that the correct tool is available and issued for each phase of building erection. • Return tools when not in use to their proper places. A firm commitment to employee safety is the first step in each successful building erection. DAILY MEETINGS HIGHLIGHTING EMPLOYEE SAFETY Remember! ` -Daily meetings highlighting employee safety procedures will -- reduce the number of employee accidents. YOUR SAFETY AT WORK " SAFETY PRECAUTIONS FOR ROOFING WORK American Buildings Company strongly recommends that erection employees be continuously trained and retrained in safe and productive work.practices. Working on the roof area in the installation of roof structurals, insulation or roof panels requires proper training, correct equipment and constant alertness to minimize the danger of falls. Hard hats should be worn on job sites to 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 erection crews prior to beginning each job. "PANEL MAY COLLAPSE IF NOT PROPERLY SECURED Partially attachedorunattached panels should never be walked on! Roof panels must be completely attached to the purlins and to panels on either side before they can be a safe walking surface. Unsecured roof panels are flexible and cannot be relied upon for bracing, support or stability. Be cautious of strong wind when handling roof panels. DO NOT: 1. Step on rib at edge of panel 2. Step near crease in rib at edge of panel 3. Step on an unsecured panel Roof panels must never be used as work platforms. A runway as specified in "OSHA Safety and Health Regulations for the Construction Industry" should be used for platform work. YOUR SAFETY AT WORK Moving or Lifting loads Stay well in the clear of any moving load. Keep hands and feet clear at all times. Workers should be trained to correctly locate the points of cable attachment and in the correct and safe operation of lifting equipment. Hard hats meeting OSHA standards, steel toe shoes with metatarsal guard and eye protection should be worn at all times. Stay in the clear of any lifted load. Make certain all framing is properly braced or guyed before lifting lines are removed. STAY WELL IN THE CLEAR! Remember! -Daily meetings highlighting employee safety procedures will reduce the number of employee accidents. YOUR SAFETY AT WORK PANELS MAY BE SLICK A protective coating, dew, frost, or any other moisture may cause panels to be slippery. Wipe down panels before installation or walking on panels. Wear rubber sole work boots. When on the roof, use OSHA approved protection devices such as safety lines, safety nets or a catch platform. UNSECURED PANELS MAY SLIP IF STEPPED ON Employees should be continuously warned to never step on a single unsecured roof panel or a stack of roof panels laying unattached on the purlins. Secure each end of walkboards with clamps at appropriate fasteners and place walkboards in the flat of panels. Walkboards should run to the full length of the panel and be fastened together by drilling a hole near the end of each board and tying it with rope to the next board. (Cut a groove in the bottom of each board so that the board will lie flat and not tip back and forth because of the rope). SAFETY PRECAUTIONS All safety precautions referred to throughout this publication, all OSHA safety requirements or other customary or statutory requirements must be adhered to in order to maximize employee safety. Daily meetings describing safe work procedures, use of hard hats, rubber sole shoes for roof work, proper equipment for handling material and edge of roof protection devices are recommended erection practices. YOUR SAFETY AT WORK Moving or Lifting loads Stay well in the clear of any moving load. Keep hands and feet clear at all times. Workers should be trained to correctly locate the points of cable attachment and. in the correct and safe operation of lifting equipment. Hard hats meeting OSHA standards, steel toe shoes with metatarsal guard and eye protection should be worn at all times. Stay in the clear of any lifted load. Make certain all framing is properly braced or guyed before lifting lines are removed. STAY WELL IN THE CLEAR! Rememberl Daily -meetings highlighting employee safety procedures will reduce the number of employee accidents. INTRODUCTION "American Buildings Company has designed the structural components of your building in accordance with the design criteria specified to American Buildings Company by its customer, the End User and its Design Professionals.. American is not the Design Professional of Record for the End User or its project. American recommends that the preliminary erection drawings and design certifications be reviewed by you with'the general contractor, End User and the End User's Design Professionals of record prior to fabrication and erection in order to assure that the End User and its Design Professionals are satisfied with the specifications and the design. The customer, End User and their Design Professionals are responsible for design specifications, load criteria and all related load factors and all essential design specifications affecting design. American will take no part in the erection of the building components. -Proper erection of the building components in accordance with American's erection drawings, erection manuals and details is critical to the building being able to achieve its design specifications. The erector, general contractor and all the persons associated with the specification, purchase and erection of American's building should consult with and comply with the Common Industry Practices as set forth in the Metal Building Manufacturers Association Metal Building Systems Manual (2002 Edition) which is applicable to the purchase, design and erection of your pre-engineered metal building, and by reference is incorporated into this manual." IC AME AN_ BUILDINGS COMPANY . 'A 14UCOFW-COMPANY . v ti bbbbabb, fr:► , •, V USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN ROOF PANEL BUNDLE SPREADER BAR ROOF AND WALL PANELS PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. COVER THE AREA BENEATH PANELS WITH POLYETHYLENE OR A TARPAULIN TO (LOCATE OVER RIGID FRAME) ROOF AND WALL PANELS INCLUDING COLOR COATED, ALUMINUM COATED AND GALVANIZED, PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. ALL UNLOADING AND ERECTION PERSONNEL PREVENT DIRT AND DEBRIS FROM ENTERING FEMALE SEAM. _ SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE QUALITY MERCHANDISE WHICH MERIT CAUTIOUS saPErr-ec,unon: _ _ _ _ _ CARE IN HANDLING. 0 wt neu In tne�ewa oP�mos _ — — _ UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES OF SHEETS SHOULD swan Paeuvnon Ono NYWED ar nr9-0 DENCA DE SUNS TD HeEP HANDS BE LIFTED OFF THE TRUCK WITH EXTREME CAE TAKEN TO INSURE THAT NO DAMAGE OCCURS TO MAINTArN A CLPSN ANY DaoEaEY noon AaEa AND I—M—R -M— ND 1owDs. ENDS OF THE SHEETS OR TO SIDE RIBS. THE PACKAGES SHOULD BE STORED OFF THE GROUND SUFFICIENTLY HIGH ENOUGH TO ALLOW AIR CIRCULATION UNDERNEATH THE PACKAGES. THIS AVOIDS DETAIL "A" GROUND MOISTURE AND DETERS PEOPLE FROM WALKING ON THE PACKAGES. ONE END OF THE PACKA SHOULD ALWAYS BE ELEVATED ABE ABOVE THE LOWER END TO ENCOURAGE DRAINAGE IN CASE OF RAIN. 5Y'OY rA PURLINS RIGID FRAME BLOCKING (TO PREVENT PURLINS ALL METAL AIN WHEN WATER S TRAPFED S BETWEEN THEIR CLOSELY FITTED SURFACES. PANEL MANE SUBJECT TO SOME DEGREE TO LOCALIZED UFACTURER URERTION OR TEXERC EXERCISES PACKAGE ROM ROLLING R ION DURING FABRICATING AND ICONDITIONSPPING ALL EL TO IRMED QPaOV UNDERWEIGHT OF STOCK 5 KEPT DRY. HOWEVER, DUE TO CLIMATIC , WATER FOTIONS BNSURE Y CONDENSAT AT ON PANEL PACKAGE) OF HUMID AIR CAN BECOME TRAPPED BETWEEN STACKED SHEETS. WATER CAN ALSO BE TRAPPED BETWEEN THE STACKED SHEETS WHEN EXPOSED TO RAIN. THIS DISCOLORATION CAUSED BY TRAPPED PURLIN MOISTURE IS OFTEN CALLED WET STORAGE STAIN. 'THE STAIN IS USUALLY SUPER.AND HAS LITTLE EFFECT ON THE APPEARANCE OR SERVICE LIFE OF THE PANELS AS LONG AS IT IS NOT PERMITTED TO REMAIN ON THE PANELS. HOWEVER, MOISTURE DETAIL "A" RAFTER N IN CONTACT WITH THE SURFACE OF THE PANELS OVER AN EXTENDED PERIOD CAN SEVERELY ATTACK THEIR FINISH AND REDUCE THEIR EFFECTIVE SERVICE LIFE. THEREFORE, IT IS IMPERATIVE THAT ALL TO FACILITATE THE HANDLING OF THE ROOF PANELS, PANEL BUNDLES CAN BE LIFTED PANELS BE INSPECTED FOR MOISTURE UPON RECEIPT OF THE ORDER. IF MOISTURE IS PRESENT, DRY WOOD BLOCKING AND PLACED ON THE ROOF IF LOCATED AT A RIGID FRAME AND WITH BLOCKING IN PLACE TO THE PANELS AT ONCE AND STORE IN A DRY, WARM PLACE, IF POSSIBLE PREVENT THE PURLINS FROM ROLLING OVER. DO NOT SLIDE BUNDLED PANELS ALONG ROOF WHEN HANDLING OR UNCRATING THE PANELS, LIFT, RATHER THAN SLIDE, THEM APART. BURRING FRAMING. WHEN LIFTING BUNDLED SHEETS, MAKE CERTAIN THAT THE BUNDLE IS ADEQUATELY EDGES MAY SCRATCH THE COATED SURFACES WHEN SHEETS ARE SLID OVER ONE ANOTHER. NEVER PANEL BUNDLE SUPPORTED. AS A RULE WHEN LIFTING, NO MORE THAN 113 OF THE LENGTH OF THE PANEL ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. POLYETHYLENE OR TARPAULIN SHOULD BE LEFT UNSUPPORTED. REFER TO ERECTION DRAWINGS FOR THE ROOF PANEL MARKINGS AND STAGE ROUGH AND IMPROPER HANDLING OF PANELS IS INEXCUSABLE AND A PRIME EXAMPLE OF POOR JOB y BUNDLES ACCORDINGLY. THIS WILL MINIMIZE PANEL HANDLING AND SPEEDHE ERECTION T SUPERVISION. - PROCEDURE. CAUTION: PANELS ASLIPPERY. OIL OR WAX THAT HAS BEEN USED ON THE ROOF AND WALL PANELS FOR PROTECTION AGAINST WEATHER DAMAGE WILL MAKE THEM A VERY SLIPPERY WALKING SURFACE. WIPE DRY ANY OIL THAT HAS FUDDLED FROM BUNDLES STORED SLOPE. DEW, FROST INCREASE OR OTHER FORMS OF MOISTURE GREATLYYINCREASE THE SLIPPERINESS OF THE PANELS. T PANEL STORAGE RCS 1 PANEL STORAGE ON ROOF RC54 PANEL STORAGE NOTES RC95 STANDING SEAM $A AA AA THE REGISTERED PROFESSIONAL s A° NO. 83110 ENGINEER WHOSE SEAEAPPEARS L A A ON THESE DRAWINGS ISEMPLOYED BY THEW UFAMRER ANDDOESNDTSER EAS ® Yv { !pRY ORREPRESEWTHEPROIECT ® 0 es STATE OFENGINEER OF RERD AND 5HAU **NOT FOR CONSTRUCTION** NOTBECONSIDENEDASsuCH. Pursuit Boats DRAWING STATUS: � 4 O R I ©�. ForttPen:e, FL 314946 Svd O RPVERSIONS ERMITS ONLY BIM. �z2z AMERICAN BUILDINGS /�'fi► 11`���..�//\fJJ\+ 9 Richard K Davis Construction JOB NUMBER: SHEET: .... PTCADNrc /O/ 1 / DATE S19KO164A SED-700 M MBMe w NOTE SEE APPROPRIATE EAVE DETAILS FOR M4SNC AND FASTENER LOCATION GUTTERCLIP COVER TRIM TCGC (REQUREDAT PAINTED ROOFS ONLY) 'GUTTERCUP (C) SEE CHART BELOW 3'-0' O.0 PLACE IN FLAT OF PANEL ROOFFASTENER(S) (A) SEE CHART BELOW GUTTER J TGT1 / GUTTER CUP J GOA TV O.C. FACE OF FLASHING LB)SEECHARTBELOW ENSURE ATTACHMENT OF SCREW THROUGH SAVE SUPPORT TRIM TAPE MASTIC 3f4TM 3'LENGTH / (PLACE DFR UP) —ROOF PANEL j/—-EAVESUPPORTTRIM (A)SEECHARTBELOW MUST BE PRE -INSTALLED ROOF PANEL ROOFFASTENERA 1 PERCUP ROOFFASTENER(B) 1 PER CUP GUTTERCUP(C) LOC SEAM LLOC) #14X7 #14%1 CGB_ STANDING SEAM LEV, S3P) #14X1 #14KI CGB_ SAFETY PREC•UTrON NOT BTEP ON FANM NEAR STANDING SEAM PANEL TNEEAYEUNTILFULLTSECUREO ROOF TRIM FASTENER(S) nrrrl FAET�'O+' #14X1 SEE DETAILS: EA26SA ANDEA36TA STANDING SEA METAL CLOSURE TAPE MASTIC SSMC4 314 TM ST TAPE 14 TM 314 TM I ROOF TRIM FASTENER(S) #14X7 (2) PER CLOSURE EAVE SUPPORT FLASHIN TFIRE SAVE CLOSURE FLASHIN TFEC_ EAVE STRUT WALL MAIN FASTENERS) #12X' 114 1'-0^ O.C. STRUCTURAL FASTENERS) #12X7 114 1'-0^ O.C. WALL TRIM FASTENERS) #14X314 SEE YOUT ROOF PANEL BUTYL cau�t S^ UP MALE RIB — 1 SSCK-1STANDING FPPNEL SEAM PANEL ` STEEL UNEAT ROOF NOT vxemunox NOT BTEP ON PANEL HEAR STRUCTURAL FASTENER EASE SUPPORT FLASHING I#17XI • TN8 E•VB UNTL FULLY SECURFO nnx FASTOTms. 114SDHH TFSE I 1'-0' O.C. `STEEL UNEATWALL OUTSIDE FACE OF WALLPANEL TAPE MASTIC I ROOF TRIM FASTENERS) #14X7 • STRUCTURALFASTENERS SAVE CLOSURE FLASHIN #12X1 114 1`0^ O.C. NOTE EAVE SUPPORT FLASHING NOTREQUIREDAT LONG SPAN III ROOFS DIMPLES, FOR EAVE SUPPORT FLASHING LOCATING FASTENERS / ` OUTSIDE CLOSURE IN ENDLAPS ONLY WALLPANEL— REQUIRED IF ORDERED SAVE STRUT (SIMILAR AT CEE) STANDARD GUTTER DETAIL EA01 SECTION AT EAVE WITHOUT THERMAL BLOCKS EA04 EAVE SUPPORT FLASHING ATTACHMENT EA10 FASTENER INSTALLATION AT EAVE STRUT Fe�B STANDING SEAM ROOF l ARCHRECTURAL III, ARCHRECTUML "V" RIB OR LONG SPAN III W LL$`B LONG SPAN III, ARCHITECTURAL [it &ARCHITECTURAL V RIBWALL PANELS 'AA STANDING SEAM ROOF SA LONG SPAN III, STANDPIG SEAM& LOC SEAM ROOF PANELS svErcPRa mmx TNEN0T51EPON PAVfl NFM FAVERNR FIILLYSELUREO mmFu*wws ROOFPANEl _ r STANDING SEAM PANEL EAVECLOSUREFIASHING WALL PANEL STEP 1. SEE INSTRUCTION NO.5 SEENOTE BLANKET INSULATION BLANKET INSULATION WALL MAIN FASTENERS) STEP 2. SEE INSTRUCTION NO.5 SEE NOTE ND SHADOW PANEL INSTALLATION SHALLVARY FROMTHE DETAILS SHOWN. SEETHE SHADOW PANEL ERECTION DRAWINGS FOR FASTENER AND FLASHING DETAILS. / REVISION DWN: /CKD: I ENGRI DATE �N01 RELEASE III REVISION DAN /DAN JAL 06/21/2019 CLOSURE TAPE PAD ° 3TP _ — — — — INSTRUCTIONS STARTI'FROM EDGE OF EAVE _ C _ ROOF TRIM FASTENER(S) #14XI 1. PRIORTO SHEETING THE ROOF OR WALL, THE STRUCTURAL FRAMING MUST BE SQUAREAND PLUMB. TAPEM314 T EAVE CLOSURE FLASHING EAVE SUPPORT FLASHING TOP SIDE OF SSMNIC4 4 2. BLOCK OR SUPPORT THE GIRTS AND EAVE STRUT TO PREVENT THE SUB FRAMING FROM SAGGING. BLOCKING MUST BE USED BETWEEN EAVE SUPPORT FIASNNG WALLSTNCH FASTENER(S) ENOWALL COLUMNS AND SIDEWALL COLUMNS AND SHOULD REMAIN IN PLACE UNTIL ALL WALL SHEETS ARE INSTALLED. 4B #14X314 OUTSIDE CLOBURE 1'-0' O.C. REQUIRED IF ORDERED EAVECOVER FLASHING 3. PLACE THE EAVE SUPPORT FLASHING ON THE EAVE STRUT, LEAVING INSIDE METAL CLOSURE SSWC4 AN 1 12' OPENING BETWEEN THE OUTSIDE FACE OF THE EAVE STRUT AND THE INSIDE OF THE EAVE SUPPORT FLASHING. TAPE MASTIC WELL OPENING THEAR CONTINUOUS HIITEOTURAL IS 1,ARCHITECTURAL'V OR LONG SPAN II WALL PANELS. AN OPENING OF 3118' MUST BE MAINTAINED FOR SHADOW PANELS. SECURE THE EAVE SUPPORT FLASHING WITH #12X 1 1/4' SELF DRILL FASTENERS LOCATED 1.0' O.C. THESE ARE PERMANENT FASTENERS AND MUST BE INSTALLED. REMOVEANY SPACERS USED — FROM BEHIND THE EAVE SUPPORTFLASHINGJNSTALLEAVELLOSU IXW1KG (TFEC). EAVE CLOSURE IS HELD INPLACE BY ROOF LOW EAVE CAULK DETAIL F EA27 FASTENERS AT EAVE AND MUST BE INSTALLED WITH ROOF PANEL STANDING SEAM ROOF SA 4.INSTALL THE ROOF PANELS ACCORDING TO THE APPROPRIATE MANUAL AND/OR ERECTION DRAWINGS. REMEMBERTHE PANEL OVERHANG DIMENSION IS USUALLY FROM THE FACE OF THE EAVE STRUT AND SHOULD BE MEASURED AS REQUIRED BY THE ERECTION DRAWINGS. 5. WALL PANELSAND INSULATION MAY NOW BE INSTALLED. SECURE THE INSULATION TO THE FACE OFTHE EAVE STRUT AND BASE ANGLE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. SLIDE THE WALL PANEL BETWEEN THE EAVE STRUT AND EAVE CLOSURE FLASHING, PLUMB THE PANEL AND SECURE WITH THE WALL FASTENERS. FASTENERS MUST BE INSTALLED BELOW THE EAVE TRIM 6. INSTALL THE PANEL CLOSURES AND SECURE THE EAVE CLOSURE FLASHING TO THE WALL PANELS. STEP 3. SEE INSTRUCTION NO.6ICI SEE NOTEIN !-JAI ° `\1 THE 0.EGISTEREO PROFESSIONAL No 831 q iJ ; ENGINEERYAI05ESEALAPPEARS 1 1 L C� 0 ROOF SHEETING PRIOR TO WALL SHEETING INSTRUCTIONS EA11 ON THESE DRAWINGS IS EMPLOYED BY THE NUR T L s ' ,� L y,� 0 s AA AND GOESESNOTSERVETSERVE AS ORREPRESENTTHEPROIECr L - ° &lb TION** ENGINEER OFRECARDANDSHAM NDT RE [ONSIDEREO AS SUCH STg7 ° e S j ®� ` O" **NOT FOR CONSTRUC 6�i� �` OR `D Pursuit Boats DRAWING STATUS: 3901 St. Lucie Blvd FOR PERMITS ONLY � 1, - __ SOFTWARE VERSIONS Fort Pierce, FL 34946 BIM:v22.2 AMMCAN BUILDINGS �/Ap7��,�AL JOB NUMBER: SHEET: Richard K Davis Construction S19KO164A SED-701 MBMR !9 { ) DWN:/CKD: ENGR DATE /T ENsuunoM wa NO LOAD 6EARINO INS ON IoII'S" aiRENOM NONA1N IO HEIGHT INS(BY SAVE SUPPORT FLASHING AS YOU ARE SETTING EACH PANEL, INSTALL THE SAVE CLOSURE AS PER THE FOLLOWING INSTRUCTIONS STANDING SEAM 360 PANEL (MALE RIB) LO N ON AFPROV O SCAFFOIJ)ING OR (BY OTHERS) OTHERS) 9ECUR® ROOF PRNELA STRUCTURAL FASTENERS 012X1 114 TAPE MASTIC 314 TM (NOTE MASTIC LOCATION) STANDING SEAM 360 INSIDE METAL CLOSURE TAPE MASTIC PANEL (MALE RIB) TAPE MASTIC SSMCJ 314 TM INSIDE METAL CLOSURE 314 TM PAPER BACKING 314 TM INSIDE METAL CLOSUR TAPE MASTIC SSMC-L 1'-0^ O.C. SSMC4 SAVE CLOSURE FLASHING ROOF FASTENER g14X1 TAPE MASTIC 314 TM TAPE MASTI WALL FASTENER(S 11-0^ O.C. ROOF FASTENER STEP 1-APPLY TAPE MASTIC TO TOP SIDE OF METAL •14X1 SAVE CLOSURE FLASHING WALL FASTENER(S CLOSURE. DO NOT REMOVE THE PAPER STEP 2. POSITION CLOSURE UNDER MALE RIB AND INSTALL THE OUTSIDE FASTENER THROUGH STEP 33 UFT PANEL AND INSTALL THE INSIDE FASTENER. SAVE SUPPORT THE PRE -PUNCHED HOLES. BUTYL CAUL REMOVE THE PAPER FROM THE MASTIC AND PRESS THE PANEL FIRMLY IN PLACE. WALL FASTENER(S) ® FLASHING STRUCTURAL FASTENER(S) 012X1 114 WALL PANEL 1'-0^ O.C. SSCK-1 -STANDING SEAM 360 ROOF FASTENER PANEL (FEMALE RIB) 914X1 INSIDE IMETAL CLOSURE ROOFFASTSSMC.ENE STANDING SEAM 360 MALE RIB) (FEMALE RIB) / OUTSIDE CLOSURE 014X1 TAPE MASTIC (TYP. U.N.) ROOF FASTENER 014X1 REQUIRED IF ORDERED EAVE STRUT 314 TM (TYP. U.N.) PRIOR TO THE INSTALLATION OF THE FIRST ROOF PANEL, THE SIDEWALL AND ENDWALL SHEETING WALLPANEL SHOULD HAVE BEEN COMPLETED AND THE ROOF INSULATION STARTED. START A LINE OF ARCHITECTURAL III WALL PANEL 3147=16^ TAPE MASTIC GOWN THE EAVES AS SHOWN ABOVE. LEAVE THE PAPER BACKING SHOWN, OTHERS SIMILAR ON THE TAPE UNTIL THE ROOF PANEL IS READY TO BE SECURED. STEP 4. INSTALL EAVE FASTENERS IN THE FLAT OF THE STEP S5 INSTALL THE NEl(T PANEL RUN AND REPEAT EAVE STRUT PANEL IN THE CORRECT PATTERN. INSTALL STEPS 1 -4. BE SURE TO INSTALL A A FASTENER THROUGH THE SIDE OF THE ROOF FASTENER INTO THE SIDE OF THE NEXT A PROPERLY COMPLETED RIB CLOSURE SIMILAR AT CLEATED EAVE CLOSURE AS SHOWN ABOVE. APPLY CAULKING TO THE INSIDE FACE OF THE SEAM OVER THE PANEL AS SHOWN ABOVE MASTIC AND INSULATION APPLICATION AT EAVE EA28 CLOSURE. INSIDE METAL CLOSURE INSTALLATION EA36 OUTSIDE CLOSURE WITHOUT THERMAL SPACERS AB STANDING SEAM 360 TA REQUIRED IF ORDERED -PIGTAIL- MASTIC TO JOIN CONTINUOUS SEALING RUN OF MASTIC UNDER FLASHING LAPS AND ENO TRANSITIONS EXPOSED TO ROOF CONDITIONS RAKE FLASHINGROOF 1. ROOF FLASHING LAPS SHALL BE SEALED WITH 3/4 X 3116 TAPE MASTIC (3A TM). A VALLEY GUTTER LAPS SHALL BE SEALED WITH 2 X 3116 TAPE MASTIC (2 TM) AND SHALL ROOF TRIM FASTENER(S) BE STITCHED WITH 914 ROOF FASTENERS 2^ ON CENTER. QUANTITY WILL VARY WITH (4) 014XI SDRF 2. FIELD CUT FEB-10.2 BACKUP FLASHING TO REINFORCE FLASHING ENDLAPS AND GUTTER SIZE. TERMINATIONS. INSTALL FEB AS SHOWN IN CONNECTION DETAILS (INBOARD) OF FIELD CUT MASTIC, CLOSURES AND SUPPORT MEMBERS. A PREDRILL 11W`o HOLES AT UPPER AND LOWER FLASHING FOR 914 FASTENERS. Q �\ 7^ SECTION OF DO NOT PREDRILL FEB BACKUP FLASHING. ?. GUTTER \\ BACKUP FLASHING EXTRA CARE SHOULD BE TAKEN: I TGT7 \\ FEB-102 00 NOT EXTEND FEB INTO THE MASTIC S. FOR ROOF FLASHING LAPS NOT SHOWN DETAILS, THAT ARE EXPOSED TO ROOF \\ \\ TAPE MASTIC DO NOT EXTEND FEB BEYOND THE BUILDING ENVELOPE A CONDITIONS, USE THE FOLLOWING AS A GUIDE; • REINFORCE THE TOP SIDE OF ALL FLASHING END TRANSITIONS EXPOSED TO � \\ / 3/4 TM FEB EXTENDED BEYOND THE BUILDING ENVELOPE INTERUPTS THE ROOF CONDITIONS USING 914 ROOF FASTENERS, 3^ ON CENTER THROUGH MASTIC AND FIELD CUT FEB•103 (AS SPACE ALLOWS) I GASKET CREATED BY THE CONTINUOUS MASTIC APPLICATION. I I I \ ADJUST FIELD CUT FEB LENGTHS AS REQUIRED. \ FLASHING LAPS NOT SHOWN AND NOT EXPOSED TO ROOF CONDITIONS \ 3. FASTENER AS \\ UNIVERSAL RAKE FLASHIN \ STANDARD SPACING SHOWN ON CONNECTION DETAILS WILL NEED TO VARY TO ENSURE A COMPLETE GASKET SEAL AT SOME LOCATIONS. 7. FOR FLASHING LAPS NOT SHOWN AND NOT EXPOSED TO ROOF CONDITIONS, USE THE TRU7 may, �\ INCLUDING (BUT NOT LIMITED TO) THE FOLLOWING. FOLLOWING AS A GUIDE; \ / 00 • DECREASE STITCH FASTENER SPACING FROM 6^ O.C. TO 3^ O.C. AT FLASHING • USE Us INCH BLIND RIVETS 3^ ON CENTER. \ BLIND RIVET 1141 URETHANE CAULK LAPS AND TRANSITIONS. 1/8 RIVET GTS EXAMPLES: RIDGE FLASHING TO RAKE CAP GENERAL REQUIREMENTS fI� 12 REQUIRED Y' jII ( ) HIP FLASHING TO TRCZ AT EAVE VVVV y� RIDGE RIDGE CAP TO PEAK BOX B. ALL FLASHING LAPS SHALL BE TWO INCHES. URETHANE CAULK UUU OOO BLIND RIVET 118 RIVET • AT ALL EXPOSED ROOF FLASHINGS ENDLAPS INSTALL A STITCH FASTENER GTS UNIVERSAL RAKE FLASHING F_L02_ THROUGH THE UPPER FLASHING 2 112^ FROM THE ENDLAP. - ;SEE-DETAIL-RC35WAA) _ N LASHING -LAPS -AD -TRANSITIONS L GENERAREQU1IREMEN S L1 AA STANDARD GUTTER FL09 ALL ROOF PANELS AA AA REF. DETAILS FLO6AA, RC35AAA S RC35WAA suErcEaawnox: FASTENERAND WASHER LINER PANEL FLASHING DORY SxouDBETREJN®N OR OTHER MEANS (BY OTHERS) FJ151FJ15B PURLIN TMOEA�.a�esxPRaEDURFs MAY BE USED TO ATTACH NOTE — — INSUTATION(BEFORE EAVECLOSURE FOLD INSULATION BACK ONTO FLASHING 13 ATTACHED) ITSELFFORCOMPRESSON ROOF PANEL EAVE CLOSURE FLASHING BETWEENEIL IT MUSTT NOT ROOF PANEL R MUST THE BE r< ANGLE GA-1 Q ,i �• � EXPOSED TO THE WEATHER ROOF LINER PANEL ENDWALLRAFTER (FIELD SLIT) WALL MAIN FAST912XII(1/4 ' Ir 1� INSULATION STRUCTURAL FASTENERS) 1'-0'O.C. WALL MAW FASTENER(S) M12X_TEK_ G $ETHANE CAULK EAVE CLOSURE FLASHNG (2)PERPUCRUN L 1'-0'O.C. \ \ ANGLE GA-I BLIND RNEr 118 RIVETTAPE MASTI n PURLIN 314 TM EAVE STRUT Ilr MIN. LINER FLASHING EAVESUPPORT FUSHMG FL2V5 t TFSEjn WALL MAIN FASTENER(5) LINER PANEL NOT AN HI REDAT DOUBLE SIDED TAPE(BY OTHERS) LONG SPAN eI ROOFS BE USED TO SECURE INSUTATIOK k12X11/4 FIELD CUTAS REQO.) IF RECD BYPASSGIRi3rr/1t-0'SETR4CKTO BLIND RNET 7RIRNET WALL PANEL OR N EL FLASHING �, &9II/� g p() \ \ 3 PER LAP PUSHING TRIM INSULATION AND TURNVIWL BACK INSULATION 1'-0'O.C. FJ151FJ15B va aT ����e0 , E \ MAST NOT BE EXPOSED TO WEATHER LINER FLASHING ® ��v A,� /• r� ` ®✓ ��`� 'I /`. FL2V5 ENDWALL GIRT \ �� d eza ae> L e LINER PANEL * GA FASTENERS READ IF GIRT>24' a o NO. 8319� L -I AND THEREGISTEREDPROFESSIONAL s T-"r (FIELD CUT 1 FROM BOTTOMOF PURUN AS REQUIRED) ENGINEER WHOSE BEAIAPPEARS _ a e � EAVE CLOSURE FLASHING _ FL74 SUGGESTED INSULATION ATTACHMENTS AT EAVE IN01 SECTION THROUGH LINER AT ENDWALL WITH ROOF LINER LP20 ONTHESEORAWINGSISEMPLOYE. ` STANDARD FLASHING LAP AA ,� BY THE MANUFACTURER LONG SPAN 111 LINER SHOWNIARCHRECMRAL IB. MULTI -RIB OR FABRIC LINER SIMILAR gg ANODOESNOTSEWEM L ORREPPFSEMTHE PROIER -::�, 0 RG STATE OF as® *NOT FOR TION** ENGINEEROFRECOMANDSHAU. NOTBECONSIDMEDASSU[H. 1��� DRAWING STATUS: Pursuit Boats FOR PERMITS ONLY 3901 St. Lucie Blvd �IU�" SOFTWARE VERSIONS BIM: v22.2 v AL Fort Pierce, FL AMMIZAN BUILDINGS f, ! ` \� JOB NUMBER: SHEET: 9 f NO RELEASE / REVISION DWN: / CKD: ENGR DATE NO RELEASE / REVISION DWN: / CKD: ENGR DATE Richard K. Davis Construction .nu�oa a+�Nrr s Con S 19 KO 164A S E D-702 MB M R 0 1 FOR PERMITS I DAN / DAN I JAL 06/2112019 V TYR WORKING PONT ATTOPOFSTEEL ROOFTRIM FASTEt4=R(S) %AKERASHNG ROD g14XV4 GUTTER ENDCAP (i)REQUI4ED RAGS AA RAKE FLASHNG TRU1 ROOF PANEL BEND LINE BEND TAB BACK SO- TOWARDS INSIDEOF RIDGE (ISO) LEG OFF CLOSUREOTTOM RAKE ENDCAP ALIGN WRH PAVE BEILL ROOF LD M FlELDCUTANALATFAKEOF FLASHING rMIR (OUTSIDECLOSUREFIELI)MODIFIED) CORNERCAPSOX TQB L DIAGONAL AT FACE OF SSMDC RAKE FIASHWG TAPE MASTIC 314' \ PAN STEP 1 OUTSIDE METPLCLOUII� (I) Y LONG STRIPAT NEW CLOSURETAB FACING RAKE SIDE I TAPE GUTTER \ y�MASTC (FIELD CUTAND TABTO Ft� I t URETHANE CAULK 1/4'e BEGIs AD RAKESUPPORT I TAPE IMC 314' I i I 114 ¢BEAD Mr.BEURETHABEAD / GTS PUSHING REM I (SEE MASTIC) FIELD CUT RAKE FLASHING I I I BLIND RIVET 1B RIVET I RA01 AS iINPff I I AEG AT FACEOFSS6IDC ` (12)PEREMICAP \ RAKE SUPPORT FLASHING WALL TRIMFASTENER(S) TOHOLD LACE STEP \ �I 014X3'4 1'-0'O.C. ATTACH FASTENER ) I RAKECAP I I ROOFTRIM FASTFNER(S) J/' BUILDINGCORNERNOTES) BLIND RIVET I BURDINGCORNER (SEE NOTED 118 (SEE NOTES) WALL 1YX1N1 (SEEN(1� NOTE gi2)Q FAITENEA(S)a/6'INSUlATION WALL PANEL I I I i I TYR. (T0� (1) REQUIRED EACH SIDE OF RIDGE r'\ I RAKE nASFUNG TRU1 -J \ 1 �' T I \.\- � I I I } APRIVETBOX (III) PER CAP BOX 1. STARE AND STOP GUTfERAND RAKE FLASHING EDGE AT IOFWALL P LDING ELATCORNERSD ALIGN �OUTSIDE 2. THEFIRST10FEEfOMMLRAKE FROM THE CORNER SHOULD BETEMPORARILY ATTACHEDTOALLOWADNSTMEM WHEN INSTALLING THECORNER BOXES PERMANENTLYATTACH ULovEswxEx HANULwcuETx \ I THE RAKEAFTERCORNER BOXES ARE INSTALLED. suRFxEsrBTNE—EE— CAP 'TAPE MASTIC OMITTED FOR CLARRY RIDGEENOCAP / UNNERSALRAKEDETAIL RA02 I BBAACKERPIATETRPE18_ ) INSIDE OF RAKE FLASHING ERECSSL3ERECSSR (SEE RAI4AA) 11 ��\\ CORNER CAP BOX INSTALLATION RA04 LOC SEAMAND STANDING SEAM ROOFIARCHITECTURAL ELARCHITECTIIRPL V RIB OR LONG SPAN UIWALLS TYPICAL,ALL ROOF PANELTYPES AA STEP 2 (FRONT) \ ROOFTRIM FASTENERS) 1 I SLIP ANGLE CLIP ROOF TRIM FASTENER(S) CL-21 RIDGE FIASHWG N14X3f4' SURF (LAP ONLY) WOGEFlASHNG ENDCAP (HOT TO PASS THROUGH PURLIN OR GABLE ANGLE) 01gX1 (1) PER PURLIN TAPE MASTIC 314' ALONGTOP OF EACH ROOF TRIM FASTENER(S) 014X1 (SEE RC34SA) 1114X1 (3) REQUIRED EACH SIDE OF RIDGE \ � � DEO 1'IDGE ERECLCL 8 ERECLCR (EXPANSION) (4)EACH SDEQF RIDGE T OR VRECLCL B VRECLCR (VENTED) 6"O.C. SIDEOFRAKECAP STEP \ t TAPE MAST RAKE FLASHING 314 TM TAPE MASTIC 311V I SEE SECTION PA M2 STRIPS PLACED RIDGE FLASHING ROOFTRIM FASTENERS) I ROOF PANEL BOTH SIDES OF RIDGE ON BACKER PLATE RCSS_ #14Xt (12) REQUIRED BACKUP FLASHING — — — FIELD CUT FROM F.I. LOCSEPM ROOF TAPE MASTIC 31 r ( RC33SA OR RC33GA) — — — STRUCTURAL FASTENER( e r ALONG TOP, BACK FACEAND BOTTOM OF OUTSIDE CLOSURE I I y4 r AROUND ETM NDCAP SEESECTIONAA O jfYF.) DON'T CUT _ TOP TAB 012XI 1T4 1 OF ENDCAP IF (2) PER CUP BLIND RNET } •II O° RAKE SUPPORT ANGLE 118 RIVET IF2)REQUIRED I t 3f4'TM PLACE GTS CAULK `` (2)ROWS RIDGE FLASHING ENDCAP BETWEENTABSAND RSA-1 I (TYP) ERECLSR ETS GABLE ANGLE �� \ I I LONGSPAN III ROOF QERRECLSLB WITH(EXPANSION) )'� VRECLSLBVRECLSR(YENTED) STRUCTURAL FASTENER(S #12%1 1/4 2 PER PURLIN () GA-1 FIELD CUT EN NALOF RAKECD DIAGONAL OFF RAKECAP \ TRRQUCAP BACKUP FLASHING FELD CUT FROM FEB-10.2 (SEE RAFFIA FOR I I ROOF TRIM FASTENER(S) SEESEGUONAA 1 " NEFUS)4 WALLTRIM FASTENERS) SLITTWGAND BENDINGOF 014X1 (8)REQUIRED PURLIN BACKUPRASHWG) RIDGE FLASHING ENDCAP (3) REQUIRED TAPEMASTIC31r ERECSSL d ERECSSR(EXPANSION) SECTION'AA' WALL PANEL NOT SHOWN FOR CLARITY = STEP RI RUNS UNDER RIDGE ENDCAP OVRECSSLd VREC55R(YENTEDJ CUT& TAB LEFT I RIGHT STEP 6 WDGEENDCAPTO STANDING SEAM ROOF MATCH ROOF SLOPE UNIVERSAL RAKE DETAIL U I ERSAUME-CARMSIALl ATION RAD RIDGETOkSRING=APINSTADDiTfON RAIL EXPANDED VIEW OF RAKE CONNECTION AA STANDING SEAM ROOF (EXPANSION RIDGE) SA STANDING SEAM ROOF, LONG SPAN III B LOC SEAM BLIND RIVET STANDING SEAM 360 PANEL 118 RIVET (FEMALE LEG) FACTORY APPLIED MASTIC FACTORY APPLIED MASTIC (TYP) UNWERSAL RAKE TRIM TRU1 / \ STANDING SEAM 360 PANEL STANDING SEAM 360 PANEL STANDING SEAM 36D PANEL APPLY URETHANE CAULK \ ALL AROUND (MALE LEG) (FEMALE LEG) (MALE LEG) \ \ 1140 BEAD \ GTS \ \ \ \ PURL PURL .r\�ootlBlllT//elr, \ — — — — — — — — — — — \ \ RAKE ENDCAP TRUEC_ , pp�� \ PART "A" I VIVO. 8311� r �' / i RAKEENDCAP \ 1 TRUEC_ THE REGISTERED PROFESSIONAL PART'B" ENGINEER WHOSE SEALAPPEARS o 1 I (/§� d UNIVERSAL RAKE ENDCAP INSTALLATION LEFT HAND SHOWN RA70 AA DETAIL AT SIDELAP STANDING SEAM 3so RC01 TA DETAIL AT FINISHED SEAM STANDING SEAM 360 RC05 TA ON THESE DMWINGS IS EMPLOYED o• r� T [ / T 1 V aYTHEMANUFACNRER /0 1 STATE E OF � �® �E"/./A, ANDDOES NOT SERVE AS 1L�� \' ro: Y'I oYFD�\p', 40RI'D "NOT FOR CONSTRUC ENGN EEROF RECOEPROJECT RDAND SSHALL TION** NOTBECONSIDEAEDASSU- eYl y� ff�///,, Pursuit Boats DRAWING STATUS: Oi`�W_{ Fort Lucie Blvd FOR PERMITS ONLY Fort Pierce, FL 34946 ie SOFTWARE VERSIONS BIM: v222 AhiERICAN BUILDINGS Richard K. Davis Construction JOB NUMBER: SHEET: ANUCOR_ awurr NO RELEASE I REVISION DWN: I CKD: ENGR DATE NO RELEASE I REVISION DWN: I CKD: ENGR DATE S 19 K0164A �SED-703 M MB R 0 FOR PERMITS DAN I DAN JAL 06/2112019 STANDING SEAM PANEL G" MINIMUM STRUCTURAL FASTENERS 012%1 114 SDHH STANDING SEAM 360 PANEL CUP BUTYL CAULK SUP ANGLE CUP (2) PER CLIP 0 G" UP MALE RIB STANDING SEAM PANEL CL-21 0 SSCK-1 (1) PER PURLIN I ROOF TRIM FASTENER(S) (TYP.) 0 (SEE DETAIL EA261SA) INSULATIO 014%1 6 RAKES SUPPORT GQVV� RAKE SUPPORT AN L STANDING SEAM 360 PANEL ANGLE RSA-1 PANEL CUP I PURLIN 0 PURLIN GABLE ANG GABLE ANGLE GA-1 • �� SUP ANGLE CLIP ENOWALL RAFTE STANDING S AFTER INSULATION IS IN PLACE ALIGN RAKE SUPPORT ANGLE (RSA-1) WITH RAKE GABLE 360 PANEL ANGLE. HOOK SLIP ANGLE CLIP (CL-21) OVER VERTICAL LEG OF RAKE SUPPORT ANGLE AND ATTACH SUP ANGLE CUP TO GABLE ANGLE AT EACH PURLIN LOCATION AS SHOWN. PRE -PLAN STARTING AND FINISHING PANEL CUTS SO THAT A 6" MINIMUM PANEL FLAT IS EAVE STRUT PURLIN ACHIEVED TO ALLOW PROPER INSTALLATION OF RAKE TRIM. UNLESS NOTED DIFFERENTLY ON THE BUILDING ERECTION DRAWINGS, EXTEND THE LOWER END 4" PAST THE BACK SIDE HOOK TAB OF CUP OVER MALE LEG OF PANEL AND ROTATE GOWN INTO POSITION. SECURE THE OF THE EAVE STRUT (A STRING LINE EXTENDED OUT FROM THE SAVE STRUT WILL HELP CUP TO THE PURLIN WITH TWO R12X1 EII.�RS. A GAUGE SHOULD BE USED INSTALL CLIP MAKING CERTAIN THE SLIDING TAB 14 CENTERED BEFORE ATTACHING EAVE CLOSURE FLASHING 5 KEEP THE PANEL OVERHANG STRAIGHT). REMOVE PAPER BACKING FROM APPROXIMATELY Tp MAINTAIN PANEL MODULE CLIP TO THE PURLIN. �0 2 FEET OF SAVE MASTIC AND INSTALL ACCORDINGLY. FIRST PANEL INSTALLATION (UNIVERSAL RAKE) RCi 1 TYPICAL CLIP ATTACHMENT TO PURLIN _ RC17 PANEL CLIP INSTALLATION RC18 STANDING SEAM 360 TA STANDING SEAM 36D PANEL TA SAVE SUPPORT STANDING SEAM TA FLASHING FILL RIDGE CAP ROOFTRIM UPPER EXPANSION WDGFIH� FLASHING FASTENERS) NOTE: BEFORE ANY MASTIC IS APPLIED, CLEAN PANEL SURFACE OFANY DIRT AND OR. AULK CEO PIECE•B• N14 SDRF GTS 600FTWMFASTENER l 1'CATE014MWSULATION CLAMP SEAMAND THEN FASTEN WITH TAPE MASTIC (gFE RC3Nypp) , ■USE (LOCATEW PRE�UNCHED (APPLY TO THEN HOLES) THROUGH THROUGH ROOF PANEL SEAMAND GHROERTHRO SEAMA D 314TM SURE LOSURELNOTCHF FLASHING. CLDSUW:ATTYPICAL FIASHWG. THEN SSURE) (STEP 3) SITE CLOSURE ISTEP LOCATE CLOSURE I'DOWNHILL OF FACTORY NOTCH.STEP 4) (STEPS) 5) RIDGE FLASHING F. RCSS_ ROOF TRIM F/s7ENERlS) I LOWER EXPANSION RIOGEfHIP FLASHING I I I %ECE'A' STANDING 3 NER 3'47M METAL 314T MASTIC METAL CLOSURE ONPRCTUUUNCHED 114X1 TAPE MASTIC (4)PER CLOSURE T�1•, , NOTE INSTALL FIELD CUT FEB DO I ,- I NOTEXTEND TOP LEG INTO i VERTICAPEMASTLOUTSIDE I �NpC ON VERTICALOF SIDE) 6EAM (EACH SIDE)O�G (STEP 3) H (IN PREPUNCHEO HOLECONnN000S THROUGH OPPOSITE CLOSURE) (STEPT)CONNNUOUSI 3/4TM I TAPE MASTIC(STEP 1) ® I I (STEP5)FOLTAPE M45NC IN HALPANELFAND PLISTANDING SEAM METAL 314TM 4_URE1 SP'FAN1DETCLOAILS TAPE M1NSTIC RC34SA dSSMOC EP 314TM ROOFTRIMFASTENER(S) •BACKUPFLASHNG RC355A CONTINUOUS w fF14%15D2S' PIECE'B' FASTENER(S) 7' 212' Z' TAPEMASTIC BACKUP FLASHING y4T'`1 �S�pQE O TAPEMASTICOSTANDING 3'47M Q OOS UREfHIWELAG S SEAM J ROOF TRIM PANEL 4' SEE ROOF k14X1 PANELS 23'SET&BEI CONTINUOUS (STEP 2) (BACK CAULK SEAM (1) PER CLOSURE (FIELD SEC d BENn SLIT TOP 3'4' PIECE'A' ANDTOP OF CLOSURES) IGOFREFAND BEND TO FIT RIDGE PROFILE SECTION AT BACKUP FLASHING (STEP 6) BACKUP FLASHING (FIELD SLRdBENTI ' RELDCUT FROM FEB-102 STEP1. FOLD 1112'LONG 314XSHE TAPE MASTIC IN HALFAND PLACEALONG RIa STEP4. APPLY I'LONG URETHANE CAULK ALONG TOP TAB OF METAL CLOSURE THIS BTO STEP6. APPLY URETHANECAULK ALONG BACKSIDE OF METALCLOSURES AT .. UNDER PANEL SEAM(AS SHOWN). PLACE TWO MORE PIECES OF MASTIC ENSURE SEAL OF THE NEXT LAPPING METAL CLOSURE TRAPEZOIDAL LOCATION. NEXT, RUN BEAD OF URETHANE CAULK IF LAP STIFFENER, SSLS4, DOESNT REACH THE TOP LEG HOLESMUSTBEPRE-0RILLEDATRIDGE FLASHING PRBIRTOAPPLYWG MASTIC. TEMPORARILY LAP PIECE'B'OVERPIECE'A'AND ALONG VERTICAL OFPANEL SEAM STEP 5 INSTALL NEXT METAL CLOSURE SAMEAS ALONG TOP SEAM OF METAL CLOSURES AND AND PANEL SEAM THE FIRST. CIANPTHE7W0 METAL CLOSURES OF PURLIN, USE (1)p14X1 SDRF ON THEUPHILL SIDEOF THE PRE -DRILL THE REQUIRED NUMBER OF 1/4'a HOLESTF4LOUGH BOTH PIECES OF WOGS FLASHING BUT NOT FEB BACKUP FIASHWG. SLIDE PIECE'B'BACK AND APPLY TAPEM4STICAND BACKUP FLASHING ON PIECE'A'ASSHOWN. LAP PIELE'B'OVER PIECE'A' STEP 2. INSTALL314X3116 TAPE MASTIC ACROSS PANEL FLAT AND OVER PANEL TOGETHERAT SEAMAND MSTALL(1)N12Xi 114 FASTENER THROUGH HOLE ATTOP OFCLOSURE STEPT. AFTER CLOSURE FASTENING IS COMPLETE, ADDACONTINUOUS METAL CLOSURE LOCATION TO PROVIOEABUPPORT FOR THE LAP STIFFENER FOR THEATTACHNIENT OFTHE METAL CLOSURE LAP STIFFENER BEING CAREFULTO ALIGN HOLES. INSTALL ROOFFASTENERSASSHOWN. CONTINUE PROCESS AT EACH RIDGE FLASHING END LAP RIB AND PREVIOUS MASTIC, LOCATED I'DOWNHLL OF THE FACTORY NOTCH. THROUGH ROOFPANELSEAMANDIMOOPPOSITE KEEP RUN OF MASTIC FRACT FOR PLACEMENTON NEXT PANEL FASTENER TO EFFECT PANEL COVERAGEWIDTH. CLOSURE DO NOT OVEFLTIGHTEN RUN OF 314X3r16 TAPE MASTIC ALONG TOP mGEOFCLOSURE FLANGE FORSEALOF1DGEFLASHING. SSL&1 ALONGTHEWDGE. -SIEP3. INSTALL METAL CLOSURE FLUSH WTTHEDGEOEWISTIC-ODCIM EDGEOFFACTORYNOTCH).SECUREMPLACEWITH(6)#14XiROOF FASTENERS IN PRE -PUNCHED HOLES. SEAM CLOSURE AND OUTSIDE METAL CLOSUREINSTALLATION RC34 STANDING SEAM SA -EXPANSION RIDGEDETAI E3 PANSIONRIDGE/HIP-FLASHINGLA C3 STANDING SEAM ROOFS AND RIDGE CAP RCSS_ SA STANDING SEAM SA REF. DETAILS FLOSAA, RC35AM d RC35WAA ROOF TRIM FASTENER(S) 0142E 3' F 6' 6' 3' ROOFTmm FASTENER(S) V. O.G. 014X1 SDRF ROOF TRIM FASTENER(S) (UNLESS OTHERWISE NOTED) N14X_ 2112^ UPPER ROOF FLASHING TAPE MASTIC PIECE ^B^ 314 TM TAPE MASTIC RIDGE FLASHING OR 3/4TM HIGHSIDE GAVE FLASHNG CONTINUOUS UPPER ROOF FLASHING LOWER ROOF FLASHING LOWER ROOF FLASHING PIECE "A" CLOSURE OOFTWM SSMDC FASTENERS) g14%1 BACKUP FLASHING FEB-10.2 FIELD CUT TO LENGTH LENGTH REQUIREMENT DETAILS 1^ ROOFTWM FASTENER(S) 2" LAP ) RIDGEINIP; RC33JL RAKEIHIGH SIDE EAVE; FLO_A 2' LAP (LOCA (LOCATE IN PRE -DRILLED G EXPOSED O REQUIRE FASTENER LOCATED 2 1@^ FROM THE ALL FLASHING T ROOF CONDITIONS REO E A p p I i,1 � 'N U `yam t\ �R �, J �/V HOLES MUST BE GRILLED PRIOR TO APPLYING MASTIC. PIECE OVER PIECE "A". PRE -DRILL THE REQUIRED NUMBER OF 114"D TAPE�-SII�C���IIOLEI) EDGE OF THE UPPER FLASHING, AS SHOWN ABOVE, TO ENSURE A POSITIVE SIGAL AT ENDLAPS. ,�+a0HOLES TEMPORARILY LAP THROUGH BOTH'A" &'B^ PIECES OF ROOF FLASHING BUT NOT BACKUP FLASHING. 1�4T STANDARD FASTENER SPACING FOR FLASHING CONNECTION, TYPICALLY 6^ O.G., , •` t�tl , ° �® d/ Py1 ``t%CO -A-AS SHOWN. MAY RESULT IN FASTENER SPACING AT ENDLAPS EXCEEDING THE 2112^. \ ®�,°° �. •,"(/ 0 ® 4;•S) SLIDE PIECE ^B^ BACK AND APPLY TAPE MASTIC AND BACKUP FLASHING ON PIECE ° ` �. LAP PIECE "W' OVER PIECE'A' BEING CAREFUL TO ALIGN HOLES. INSTALL ROOF FASTENERS AS ADD FASTENERS OR REDUCE SPACING AS REQUIRED AT ENDLAPS. j 1 p�0, 831 THE REGISTEREOPROFESSIONAL \" a �83110 SHOWN. CONTINUE PROCESS ALONG ROOF CONDITION. 1q o 1 (r 'd I'i o ENGINEER WHOSE 5MLAPPEARS a SECTION THROUGH ROOF FLASHING LAP RC35A RIDGE FLASHING OR HIGH SIDE EAVE ATTACHMENT RC35 EXPOSED ROOF FLASHING FASTENER REQUIREMENT RC3SW ON THESE ORAWING515EMPlOYEP e — BY THE NWNUFACTURER ® 1 . AA STANDING SEAM SA AA AN DDOESNOTSERVEAS 1' ORREPRESEWTHEPROIECT TION �* ENGINEER OF RECORD AND SHALL 1 ® 0 % STAT ol_ DRAWING STATUS: NOT BE CONSIDEREDASSUCH.;RAA //� •. �OR`0P,,,°°¢�'•'`� PUTSUII Boats FOR PERMITS ONLY _ ,// 3901 St. Lucie Blvd Fort Pierce, FL 34946 SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDINGS 06VAL Richard K. Davis Construction JOB NUMBER: SHEET: P1 axe 1 � 11`\ 4� I ��� NO RELEASE / REVISION OWN: / CKD: ENGR DATE NO RELEASE If REVISION OWN: I CKD: ENGR DATE S 19 KO 164A S E D -704 MBMF1 � 0 FOR PERMITS DAN / DAN JAL 06/2112019 6AFETT PREGLirIOFG YSE FU(i1FENE GIfIION 1FXEx ReRgMO �T TIR PAVE OP RODP STANDING SEAM In preparation of the seaming operation, all construction debris should be removed from the Foot to prevent machine damage andlor Foot damage. Refer to the owners manual Included with the Standing Seam 360 panel seamer for safe and practical seaming operations. STANDING SEAM 360 PANEL SEAMING DETAIL RC36 TA RIDGE FLASHING ROOFTRIMFASTENER(S) P1- (4) PER CLOSURE TAPE MASTIC 3.4TM CONTINUOUS STANDINGSFAMOUTSIDE 6ETALCLOSURE SSMOC LAP STIFFENER SSLS-I OFTEfIIHEIxsTNl Bro M,1EP00FPANflSW5BEF1100MDIU. PROL®YOMTxEP,MG .9PiE1BOSOFAE BFSDPEONYMASIIOnA•FLI®,QfiW PANELGOFAYYOLPNOOIPr. HOe1DNIPPSiPFF11EA,ESSI,ATIHEDIOGOFTNE PANaSn5TN1PN'x LIPW4F10.0511R GO)ASPDFOA RCN51RE➢FATUNRASUFFILEMNUMEER OF0.05URESHAVEBE81x5TN1M(BD®�MGD60FRDROGq TO EOUN.ALENGRIOF0.DGEFIASNNGPUNA WNENUWSSrPP GF PP %N 6' M0.STIc ovFR TIQ: TOP OF 1HE QOEU 0.EG A•a AfRT TXE DOGE F1A9@C RIDGE FLASHING ATTACHMENT RC37 STANDINGSEAM SA REF. DETAILS RC34,SFE RC33SAd RC35WAA HOLD HOLD ENGAGE ENGAGE PHASE 1 PHASE 2 REVERSE HANDIEAVE SEAMING PROCESS THE STANDING SEAM GAUGE BAR CAN BE USED IN ADDITION TO THE ENEn PRFAVFDN WF£OLNN OLxEAr' Z..SUBSiANtES--0FOOF- .S OOxOT STEPON REOFPNla ORMIHNSFEETOFUNEEOIIREO PFNa. ENO. USE0.4NPPPROV®TEOFFSNEImGGO0. PAl5 mBlM1ORFFIGON ROOF. PANEL COVERAGE GAUGES SUCH AS SHOWN ABOVEWILL HELPTO MAINTAIN CORRECTCOVERAGE PLACEONEAT EACH END OFTHE PANEL. GAUGE EACH PURLIN RUNANDABOVEOR BELOW THE ENDLAP. ASTRING LINE SET ATTHE NEXT RAFTER IS RECOMMENDED FORTAKING MEASUREMENTS BACK TO THE PANELS TO ENSURETHAT THEYARE RUNNING STRAIGHTAND SQUARE THE STANDING SEAMGAUGE BAR CAN BE USED IN ADDITION TO THE PANEL MODULARTIY INSTALLATION DETAILS(RCTISNRC72SNRCT3S4 PURLIN SAVE STI SEAM P ENDLAP PANEL GAUGING RC41 STANDING SEAM PANEL GAUGE LOCATIONS RC42 STANDING SEAM PANEL SA SA THE STANDING SEAM GAUGE BAR CAN BE USED IN ADDITION TO THE PANEL MODULARITY INSTALL! DETAILS (RC713AIRC72SAIRC73SA). 4.2 318" ELECTRICAL SEWER PART A A 7B" PART 8 A PART B 4'-0" STANDING SEAM 360 PANEL THE METAL BUILDING SUPPLIER FURNISHES THE STANDING SEAM 360 ROOF SYSTEM W NONAANDED PANELS. GABLE, SINGLE SLOPE ORUNSYM ETRICAL BUILDINGS CAN BE SHEETED SIMULTANEOUSLY FROM EITHER END OF THE BUDDING. THE SEAMING PROCESS INVOLVES TWO DIFFERENT TOOLS, THE STANDING SEAM 360 ELECTRIC ROOF SEWER AND THE HANDIEAVE SEAMIER THE STANDING SEAM 360 HANNEAVE SEAMIER ISATWO STAGE TOOL USED AT THE STARTING END OF EACH PANEL (FAVE OR RIDGE) PRIOR TO SEAMING WITH THE ELECTRIC SEAMIER IN THE FIRST STAGE PLACE PHASE I SIDE OFTHE SEAMIER ONTO THE OPEN SIDE OF THE SEAMATTHE END OFTHE PANELAND ENGAGETHE TOOL TO A FULLY CLOSED POSITION. REMOVE THE SEAMERAND MOVE UP THE SLOPETHE WIDTH OFTHE SEAMERAWS (APPROXIMATELY FOUR INCHES) AND ENGAGETHETOOL TO A FULLY CLOSED POSITION. THIS SHOULD COMPLETETHE FIRST STAGE OF HANDIEAVE SEAMING. REMOVE THE SEAM AND REVERSE THE DIRECTION SO THAT PHASE SIDE OF THE SEAMERIS PRESSED ONTO THE OPEN SIDE OFTHE SEAM, STARTING AT THE PANEL END ENGAGE THE TOOL TOA FULLY CLOSED POSITION TO COMPLETETHE SEAM DOTHISSTEPONLY ONCE FOR THE SEAMRS NOWREADY FOR THE ELECTRIC SEAMIER THE STANDING SEAM 360 ELECTRIC ROOF SEAMIER IS ASWGLE DIRECTION MACHINE USED FOR SEAMINGTHE PANELSTOGETHERAT THE SIDELAPS GABLE BULLDINGS WILL REOUIRETHE SEWERTO STARTATTHE EAVEON ONE SIDE OFTHE BUILDING ANDTRAVEL UP THE SLOPETO THE RIDGEAND THEN TRAVEL DOWN THESLOPE TO THE EAVE ON THE OPPOSITE SIDEOFTHE BUILDING. SINGLE SLOPE BUILDINGS WILL REQUIRE THE SEWERTO START AT ERHERTHE HIGH OR LOW SIDE OF THE BUILDING DEPENDING UPON THE SHEETING DIRECTION. R TOSTAWTHE SEAMING PROCESS, PLACETHE ELECTRIC SEAMIER IN POSITION WITHTHETHREE HANDLES IN THE UNLOCKED POSITIONS THE SEAM ROLLERS SHOULD BE ON THEOPEN SIDE OF THE SEAMAND THE BACK OFTHESFAMFRSHOULDREALIGNED WITH THE END OF PANEL THE HANDIEAVE SEAMING OPERATION ATTI ESTARTING END OFTHE PANEL SHOULD HAVEALREADY BEEN COMPLETED). LOCK THETHREE HANDLES INTO POSITION AND STARTTHE SEAMIER ALLOW THE SEANERTO COMPLETE ITS RUN TO THE OPPOSITE END OF THE PANEL SHOULD FURTHER SEAMNGBEREQUIRED AFTER COMPLETING THE RUN WITH THE ELECTRICAL SEAMIER, FINISHWTIH THE TWO STAGE 14ANDIEAVE SEAMING PROCESS. DONOTRUNTHEELECTRIC SEWERTHROUG PNV SECTION IFTHE PANR THAT HAS BEEN HANDIPAVESEAMED, THE SEAMIER SHOULD NEVER BEALLOWEO TO BECOMEA FAWNG HAZARD TOANYONE BENEATH THE ROOF. ALLSAFEfY PRECAUTIONS AND OSHA SAFETY REGULATIONS SHOULD ALWAYS BE FOLLOWED FOR MAXIMUM WORKER SAFETY. PART A 1^ 1 1l4" a PART B LED p SECTION AA PART A PART B (1-X1^X 118^TUBE) (1114^X 1114^X118^X3^ANGLE) STANDING SEAM 360 PANEL ROOF SYSTEM HAS UNIQUE SIDELAP SEAMS WHICH ENGAGE THE ADJACENT PANEL TO FORM A TIGHT PENETRATION FREE CONNECTION. THE PANEL IS ATTACHED TO THE SUPPORT FRAMING BY A SPECIAL STANDING SEAM 360 PANEL CLIP WHICH IS INTERLOCKED WITHIN THE SEAM AND FASTENED TO THE PLIRLIN WITH SELF -DRILLING FASTENERS. THE PROPER INSTALLATION OF THE PANEL WILL REQUIRE TOOLS SPECIALLY DESIGNED FOR THIS PURPOSE. ILLUSTRATED BELOW ARE THE TOOLS USED ON A STANDING SEAM 360 ROOF PANEL SYSTEM. _PrEY PRPGunox: _YNE [ORxEDY"OL Eax Cmj [x.Ioa LOCKING CLAMP STANDING SEAM 360 DUCKBILL VISE GRIPS ETSSPLC ETS3PVG DETAIL RC66TA DETAIL RDI DATA • PANEL ELECTRIC SEAMER • HAND SEAMERISEAM STARTER STANDING SEAM INSTALLATION CLA DETAILS RC36TA & RC36TA DETAIL RC68ATA ET4SPIC DETAIL RCTOSA • AVAILABLE FOR PURCHASE OR RENTAL THROUGH; D.I. ROOF SEAMERS 915 HIGHWAY 45 CORINTH, MS 38834 888.343.0456 W W W.EAGLESEAMERS.COM 53PG-ST W7TB T i THERMAL BLOCKS S3PC-2Ta S3PC-2TRGT S3PC-2TPWITB T THERMAL BLOCKS S3PC4 . S3PF1 R OF S3 P01 P WIG THERMAL BLOCKS xorE��xunP� —L. PA M—RmvFUAGunoNFL ORORFEAENTFASFEvanAV — T ROOF FASTENER P14XI SDRF r LFna3WNH F0.51QIERRWUW®FOP EBPGST PANG 0.ID. •po•"••••`•� SSLS1 THERMAL BLOCKS T81T STANDING SEAM 360 PANEL CLIP STANDING SEAM LAP STFFENER 5]PGt GLPEHOWN IDixEAONP55N1AR) 50-0'RIXL W x STANDING SEAM STANDING SEAM 12'x212'x W'-0'EPS. FOAM SPACERTAPE METAL EAVE CLOSURE METAL OUTSIDE CLOSURE FORUSEAT LMNSULATEDROCFS SSMC4 SSMOC STANDING SEAM PANELS IN GENEHALARE KNOWN FORTHETRTENDENCY TO RUMBLE IN sAFEnmwwmN FOGHWINDSIFINSULATIONISNOTUSED. WHEN UNINSULATED STANDING SEAM ROOFS xnArsnFARGLovEsvmEx ARE USEDSHCRY CLIPSARE REQUIRED AND CONTINUOUS RUN OF 12 X 212 EPSON THE xANwxGMAiERwts. Top OF ALL PURUNS, BAR JOISTS AND RAKEANGLES. PANEL SEAMING PROCESS RC3S STANDING SEAM 360 ERECTION TOOLS RC62 STANDING SEAM 360 TA TA **NOT FOR TION't'F Pursuit Boats DRAWING STATUS: 3901 St. Lucie Blvd FOR PERMITS ONLY Fort Pierce, FL 34946 SOFTWARE VERSIONS BIM: v22.2 Richard K. Davis Construction JOB NUMBER: SHEET: DWN: / CKD: ENGR DATE NO RELEASE / REVISION DWN: / CKD: ENGR DATE S 19 K0164A S E D-705 DAN / DAN JAL 06/21/2019 ATO ��,,1, (✓ate a% THE REGISTEMI)PROFESSIONAL N q ENGINEERWHOSESEALAPPEARS ram• 4 ' �� 7 �0 f ON THESE DRAWINGS IS EMPLOYED 1 BY THE MANUFACTURER ^•O° � 1 AN DDOESNOTSEAVEAS ORREPRLSENTTHEPROIECT NOT ENGINEER BE[ONSIOEAFDASSUCH. RDMD SHAM•` ®�M11` TgrE of AMERICAN BUILDINGS // -I CLIP ATTACHMENT SECONDARY MATERIAL THICKNESS FASTENERS P.a i6GA-12 G4 (2)p12X 11145DHH 11 G4-1R' 12)NI2X112 SDHHTB NOTE PANELS ARE DIMPLED AT BOTH THE STANDING SEAM ROOF PANELS HAVE BEEN DESIGNED SO THAT BOTH SIDES mrEx rnETAunow SAFET'/vnEegglrtrow LONG SPAN 1H PANEL IDENTIFICATION MARK NUMBER DO NOT STEP ON FAMELS DO NOT STET ON MB OP ENDS. DIMPLES ARE USED FOR FASTENER LOCATIONS AT THE PANEL EIDfAPS ONLY. OF AGABLED BUILDING CAN BE SHEETED SIMULTANEOUSLY. SMEWALL UNTIL 1-1 SECURED wmx PANEL.ALwgTS STEP ON EXAMPLE L3P 24 30.0 FASTEHEaS. Fur SURFACE Y3p•.p^ IN LENGTH 24 GAGE (22, 24, 26, & 29 GAGE AVAILABLE) FACTORY AUm MAS S3P LONG SPAN III kDE—TAIL #DEIrA]LIWI s3P IOFRIDGE — ENDWALL DETAIL ^A^ ERECTION OF THE LONG SPAN PANEL REQUIRES THAT THE PROPER DIRECTION OF ITS APPLICATION DETAIL'S.' BE MADE. THE DESIGN OF THE PANEL INCORPORATES A BEARING LEG INTO ITS LEADING EDGE DETNL'A'(M4LE EDGE) DETAIL'B'(FEM4LE EDGE] LONG SPAN III PANEL WHICH PROVIDES SUPPORT FOR PROPER NESTING OF THE OVERLAPPING RIB OF THE NEXT PANEL STANDING SEAM 360 ROOF PANEL x S31, THE INSTALLATION OF THE PANELS (SHOWN AT LEFT) PROCEEDS FROM LEFT TO RIGHT. HOWEVER, io UNLESS FIELD CIRCUMSTANCES DICTATE OTHERWISE, INSTALLATION OF PANELS CAN PROCEED FROM " EITHER LEFT TO RIGHT OR RIGHT TO LEFT AS LONG AS THE OVERLAPPING RIB IS LAPPED OVER svETrPREauIDN ooxoTSTa'ansrepF STANDING SEAM 360 PANEL IDENTIFICATION MARK NUMBER OVERLAPPING RIB OUTSIDE—, THE BEARING RIB. (THIS RIB OVERLAPS \ (THIS RIB PnnT- FEZEWIMPLE Solid - _ G S3P PANEL) NOTE \ COUNTER (IDENTICAL LENGTH SHARE COUNTER) TU= ALUMINUM -COATED PANELS ARE SUBJECT TO STAINING DUE TO RESIDUE FROM BARE HANDS. 24 GAGE ALUMINUM -COATED LINER PANELS THAT INCLUDE AN ACRYLIC FINISH DO HAVE ADDITIONAL PROTEC. STANDING SEAM360 SIDEVIALL TION, BUT IT IS LIMITED AND DETERIORATES IN A RELATIVELY SHORT TIME MAKING THAT PANEL ALSO NOTE ' SUBJECT TO STAINING FROM BARE HANDS. IT IS RECOMMENDED THAT GLOVES BE USED FOR ALUMNUMLOATED PANELSARE SUBJECT TO STAINING DUETO RESIDUE FROM BARE HANDS. ALUMINUM COATED LINER PANELSTHAT PANEL STAGGER LAYOUT- BEARING LE BEARING LEG ALL HANDLING OF BOTH PRODUCTS AND THAT APPLICATION OF THESE PRODUCTS BE LIMITED ( BEARING LEG GIVES INCLUDEANACRYUC FINISH DO HAVE ADDITIONAL PROTECTION, BUTIT IS LLMTED AND DETERIORATES INA RELATNELY SHORT TODESIGNED TO BESTAGGER®FROMONE PANEL RUN TO DRONING TO AREAS NDT EXPOSED TO TOUCH. SUPPORT TO SIDELAP) TIMEMAIUNG THAT PANELALSO SUBJECTTO STAINING FROM BARE HANDS. IT IS RECOMMENDED THATGLOVES BE USED FORALL THE NEXT. BEE ERECTION DRAWING FOR PROPER ENDLAP LOCATIONS NEXT. SEE ERECTION FOR HANDLING OF BOTH PRODUCTS AND THAT APPLICATION OF THESE PRODUCTS BE LIMITED TO AREAS NOT EXPOSED TO TOUCH. DETAIL ^A^ DETAIL "B^ PANEL MARKING AND SIDELAP DETAILS RC63 PANEL MARKING AND NOTCHING RC63 DIRECTION OF ROOF PANEL ERECTION RC64 SIDELAP DETAIL LONG SPAN 111 BB STANDING SEAM 360 sralNDwcsEAfn350 TA ' SEAM H PANEL SHOWN First Panel Installation — (RC10SA) then (RC12SA at Custom Rake/RC11SA at Universal Rake) AISubseouentPonel RunsDONaT sAFETT PaEmunax� STET ON ruANDING STANDING SaC-MNDING SEAM 360 SIMILAR Install panel/panels from eave to ridge/high ewe, straight and square with the building. Be 7)CaB the End(rofthehgolmakrmolthepalel(RCII-4�sure ALFFATa aTEPoutFLAT SURFACE1) to overhang the panel at save the correct amount. Install oil panel clips 8) Lay panel in posfion ndto previous panel" 9)Posidonasme06emmgsquamatthe l'-0•narkonthe eave. A6gnelesenterolthe(middle moors) ofthe with2) (RC67EA/RC18TA). If there ore endlops, complete the endlops (RCO6S'A/RC07SA). panel Determine where the center line of the panel rib will fall, based upon the width of the he edge of the square posltloned atme T-0' mark itthis e a StanSng Seam 360 panel hooktho fnale leg tome trek?starter leg the length(RC01TA), man 0'10) panel.Markaline on the vertical part of the eave flashing al this point. ofthe preceding panel entire align renter ofimel with edge ofsquare. Holding the middle ofine nD atme edge ofine squae, the uphill adownhd b O the first vertical mark on the save flashing, lay aut the entire length of the building, push panel getthe pmperoverhang 4puttingamark on the vertical leg of the flashing at V—O" O.C.. These marks will be used eneut(Sea Eredon Drawings). The Dan be read right oltbe markings on the square. Note, the dmembnshown is Wicallyhomkceoleavedrd Subbadwa0paneldepthfacenedoverhangloomeaveAashkg.4) STANDING SEAM 360 GAUGEas the roof progresses to position the panel and to position the SSMC—I closure. Mark the center line of all SSMC-1 closures with a vertical mark. Install the first closure 11)Once in poslT'm.instal one fastener Uvough me Bet ofthe panel at me center ofthe eat (EA36FJ/EA36TA), with the'mork on the eave flashing and the mark on the closure aligned. 12) IfStandilg Seam ll pmetthe panelean now be seemed alibis time(RC36EA). 5) Installed eave fasteners will pass through the panel, tape mastic, eave flashing and TFSE(T). 13) Installlitnen m panel0atbomma eenterto Lorpktad seam and into the SSMC dosure. Fastener locationis upslope from dimples at the end of the panel. 14) Using another SSMC, instal closure by aligning the mark in the sentar ofthe closure, with the next T-0'merkan me STANDIN 6) After the Clips pre installed on this first panel run, measure from the center of the eavebn(EA36ENEA36TA). which hold the panel clips to the purlins, at each panel endlop location and at the 15)Ilntalremainder offastenses in panel lattowads newly installed SSMC, then instal fxtenerfrom bipemid atefasteners ridge/high eave purlin, and put a mark on the top of the purlin at 2'—O" O.C.. Then put in cbsure. 16)lmtaApanelapeteM wridg&Nghembalonbyelhmmnwmglm4neralndingthepre-0rdkdhoket2'-0- one (I12XI 1/4" clip fastener or drill o small hale at each 2'-0" mark. These holes or Increments mad then insoling the firsoner through the panalelip base into the Ino'driled hole. Then add the sesond shoe listeners will be used Ias the roof progresses to position the panel clips in these locations at bstaneraltu rip. FTj •` STANDING SEAM 360 The standing seam installation clamp will help keep roof runs on module and clamp a perfect 2'-0" coverage, thus maintaining module and panel straightness/alignment. 17)Panel shouX now be straightend on module, and thebakllce ofthe d'pscan be Installed. NG PANEL ' O/RF will remain out of thework area when In use. This will not need to be used on 18)lmaeeapmelendkp,yuuwuuldnedkytheowrhipping pmet makeup he erdlip ubTmng the suggested drops every panel run but only when required to help modify sheets to stay within tolerance. They are also adjustable to allow for broader ranges of corrections. (RCHEA7RC66TA), and paten the panel dry at me nextuphil predn4d location. Then fig in thebalance ofthe dips Oylr (RC67EAJRCIBTA). By slipping the flat tab (located below the hinge point of the clamp) under the 19) Depending on hsulalon thickness and ohajob silevadables, you r ey dloese to layout one ample addifDial pudins m of the roof panels and then squeezing the handles closed, the two base elpanel midspans on hese2'-0•cenhom forpmperdprpanel modularly. angloa grip the lower tropezold of the panels and shorten the distance between the vertical legs of the roof sheets. When used at end laps and ridgethigh eave Panel coverage gauges such as shown above will help to maintain correct coverage. locations of the roof, you can manipulate the growth of the sheets caused by Place one, at each end of the panel, one at mldspan, and If applicable, one above the Imum sang amount of insulation being laid under roof systems. or below the lap. _ STANDING SEAM 360 GAUGE RC77 STANDING SEAM INSTALLATION CLAMP RC70 PANEL MODULARITY AT CONNECTING PANEL RG77 ANE-L-MOBUL-ARIT-Y-ALL-SUBSEQUENT-PANEEL-RU RC72 TANDINGEAMIU36D S STANDING SEAMIU360 SA STANDING SEAMIlo60 SA TA ERECTION NOTES: ERECTION NOTES: 1. ALL AREAS WHERE MASTIC 13 TO BE APPLIED SHOULD BE WIPED CLEAN WITH A MILD 1. ALL AREAS WHERE MASTIC IS TO BE APPLIED SHOULD BE WIPED CLEAN WITH A MILD DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. THIS WILL DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. THIS WILL ENSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS. ENSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS. 2. THE BLANKET it MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE BE USED TO SECURE THE INSULATION TO THE FAVE. THE METAL BUILDING SUPPLIER BE USED TO SECURE THE INSULATION TO THE SAVE THE METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. ADDITIONAL ATTACHMENTS (BY OTHERS) MAY BE REQUIRED. -- 3. DO NOT USE THE DIMPLES IN THE END OF THE PANELS TO LOCATE FASTENERS AT 3. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST THE EAVE DIMPLES ARE FOR THE FASTENERS AT THE PANEL ENDLAPS ONLY. WEATHER TIGHT CONNECTION IN ROOF AND WALL AREAS WHERE APPLICABLE 4. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST 4. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS OR OTHER WEATHER TIGHT CONNECTION. CUTTING METHODS WHICHPRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES, THESE METHODS WILL DAMAGE THE PAINTED AND GALVALUME FINISH AND VOID ANY S. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS OR OTHER WARRANTIES. USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEVICES CUTTING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. THESE METHODS WILL DAMAGE THE PAINTED AND GALVALUME FINISH AND VOID ANY WARRANTIES. USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEVICES ' WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. i (� ® i `f e0 0 TNEREGISROFESSIONAL Y il)O. n , ENGINEER WHOSEWHOSESFAIAPPEA0.5 ti }� r lVV 83110 9 ERECTION NOTES RC97 ERECTION NOTES - STANDING SEAM RC91 ON THESE DRAWINGS IS EMPLOYED BY THEMANUFACNRER ;S •� ® LONG SPAN III BA SA ANDDOESNOTSERVEAS t OR RE PRESENTTHEPRMECT * :t{r ENGINEER OF RECORDAND SWILL -�STA7 r NOT FOR CONSTRUCTION NOTBEWMIDEREDASSUCH. ®, E of ""'NOT DRAWING STATUS: Pursuit Boats 4 FOR PERMITS ONLYorZID P,•'g��;"�`�� 3901 St. Lucie Blvd SOFTWARE VERSIONS BIM: v22.2 �/ ® Fort Pierce, FL 34946 AMERICAN BUILDINGS (�p11f p r/� JOB NUMBER: SHEET: anu�oaa ua i _`�A `� f�`�1i611111�\% Richard K. Davis Construction /9 NO RELEASE REVISION DWN:ICKD: ENGR DATE NO RELEASE REVISION DWN:/CKD: ENGR DATE S19KO164A SED-706 McMw 0 1 FOR PERMITS DAN / DAN I JAL 06/21/2019 EAVE CLOSURE FLASHING — TAPE MASTI 314TM INSIDE METAL CLOSURI 611 SSMCa (SEE EA36EA FOR SSU) (SEEEA36TA FOR SS360) 012X1 114 FASTENER DR PRE-0RILLED HOLE 210n PANEL CLIP STANDING SEAM PANEL STEP 7 PURLIN SEE APPROPRIATE FIRST PANEL INSTALLATION DETAIL EAVESTRUT STANDING SEAM PANEL TAPE MASTI 314TM FRAMING SQUARE (BY OTHERS) EAVE CLOSURE FLASHING - STEP 2 TAPE MASTIC 314TM PURLIN BUTYLCAULK 6" UP MALE RIB SS.. STANDING PANEL -SEE APPROPRIATE FIRST PANEL INSTALLATION DE' EAVESTRUT STANDING SEAM PANEL TAPE MASTICS EAVE CLOSURE FLASHING 314TM ROOF TRIM FASTENER(S) IE CLOSURE FLASHIN #14X7 ROOF TRIM FASTENER(S) (SEE DETAIL EA26SA) 014X1 (SEE DETAIL EA26SA) Rasr SEE APPROPRIATE F4Si' SEE APPROPRIATE FNFjP FIRST PANE INSTALLATION DETAIL �hFq FIRST PANEL INSTALLATION DET 144ieeQVF SF�GA EAVE9TRUT cF. TRu� cF, STEP 4 PANEL MODULARITY INSTALLATION RC73 STEP 3 STANDING SEAM IU360 I SA DWN: I CKD: THE REGISTERED PROFESSIONAL a di E NO. 83110 1 ENGINEERWHOSESEALAPPEAR1S ON THESE DRAWINGS IS EMPLOIlED. BYTHEIAANUFAMFER ANDOOES NOTSMEAS ORREPRESENTTHEPROIECTlSTATE LL' OF 0 �\ **NOT FOR CONSTRUCTION** No BECONSIOEREDASSUGH //�� `" O R I0' DRAWING STATUS: Pursuit Boats 3901 St. Lucie Blvd FORPERMITSONLY ®���® vzz.z FDA Pierce,VERSIONSBIM: Richard Davisv ConSOFTWARE Con Construction AMERICAN BUILDINGS enuoca JOB NUMBER: SHEET: K. S19KO164A �SED-707 M B M R � E a L JANB BUITONHEADSOLT - 11)12X1 IM BHB AT EXPOSED HOLE LOCATION w 12" 4AN®S C1.4 (FOR 12' JAM 8 STRUCTURAL JAMBS) - 17'OANCHOR BOLTS (BY OTHERS) SAFETY PRECAUTION DO NOT STEP, SR OR CLIMB ON WALL GIRTSOREAVESTRUTS FAILURETOADHERE TO THIS PRECAUTION MAY RESULT IN A SERIOUSINJURY. CL-T (S'JAMEIS) CU8 (9ire JAMBS) CL-9 RPIACEDBACK TO BACK FOR 12' JANIBS) CUP C_ CLID(12'JMBS) HEADER A — EDGEOF B 111 BLAB 212 (2) 12X1t/4A32ST/ 1318 A 12 HVHX NLIT DOOR WIDTH 13B DOORWIDTH+2341' TYPICALANCHOR ROD LAYOUT BUTTON HEAD BOLTS pp \1 (2)t2X1114 BHB B4SEANGLE 1F 12 HVHXNUT 1-1 I I I 212 3 0 (FIELD NOTCH) g I BUTTON HFAO BOLTS g I I 12X1114 BHB 1 1121 r FINISH FLOOR V'TRUcrURALFASTENER(S) I` (4)PER 4 O I I CUP FINISHGRADE -L JRNB •a . JAMB JAMB SQUEEZE CLIP CL-7 (S'JAMBS) CL-0 (912'JAMBS) 12YaANCHORRODS CL.9 (2 PLACED BACK (BY OTHERS) FIELD CUT AND FIELD DRILL GIRT TO BACK FOR 12' JAMBS) AT FIELD LOCATED FRAMED OPENINGS SECTION'A-A' JAMB BASE CONNECTION OF11 GIRT TO JAMB CONNECTION OF11 HEADERTO JAMB CONNECTION OF21 FRAMED OPENING ANCHOR ROD DETAIL OF61 AA I AA SIMIARATSILL AA GENERAL NOTES FOR FIELD LOCATED FRAMED OPENINGS: 1. OVERHEAD DOORSARE FEW LOCATED. CUT STANDARD PANELSAND GIRTSAS REQUIRED. 2. MJDUMUM HEIGHT OF DOOR IS 7-0' LESSTHAN EAVE HEIGHT. 3 ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS. 4. JAMBS MUST BE LOCATED A MINIMUM OF T.0" FROMCENTER LINE OF COLUMNS. GENERAL NOTES FOR SHOP LOCATED FRAMED OPENINGS: 1. OVERHEAD DOORSARE SHOP LOCATED. SOME PANELS MAY REQUIRE FIELD CUTTING. 2. ALL STRUCTURAL CONNEC71ONSTO BE MAOEAS SHOWN ONAPPROPRIATE DETAILS. FIELD AND SHOP LOCATED FRAMED �PREWInJN ERsvalnnxnnxsnTAR _ ESYMEN NMO iETK SURFAGEBni1H$HARPEDGES. COVER FLASHING (OPTIONAL) FOCF_= JAMB COLD FORMED SHOWN STRUCTURAL SIMILAR WALL MAN FASTENER(S) N72XI 114 (SEE NOTE) JAMBFLASHING [Z FA5S_ PANEL FIELD NOTCH AND It BEHIND HE/ HEADER FLASHING IAMB FLASHING SECTION AT HEADER AND JAMB TRIM ARCHITECTURAL III, ARCHrrECTURAL "V" RIB and LONG SPAN III WALLS DOOR WIDTH HEAD FLASHING SCHEDULE QTY MARK NO. 81-0" 1 FOH2.8.3-0 10'" 1 FDH2-10.3 12'.0^ 1 FOH2.12.3 14'-0^ I FDH2-14.3 IS.,- 2 FDH2.8.3 18'-0" 2 FDH2-9.3 20'-0" 2 FDH2.10.3 22'-0" 2 FDH2-11.3 DOOR WIDTH G SILL FLASHINSCHEDULE CITY MARK NO. e'-0^ 1 FSJ1.8.3 101-0^ I FSJ1-10.7 12'-0" I FSJI-12.3 14'-W I FSJI.14.3 16'-0^ 2 FSJI.8.3 18'-0^ 2 FSJ7.8.3 20'-0" 2 FSJ1.70.3 22'-0" 2 FSJ7-11.3 DOOR JAMB FLASHING SCHEDULE HEIGHT ARCHITECTURAL 111 OR ARCHITECTURAL ^V^ RIB LONG SPAN III OR MULTI -RIB CITY MARK NO. QTY MARK NO. 8'-0^ 2 FJ156-02 2 FJ15-82 FJ1513-102 2 FJ1S-102 ir-o" 2 FJ1513-122 2 FJ1S122 1".. 2 FJ158.14.2 2 FJ15.14.2 16'-0^ 4 FJ15B-02 4 FJ1S-82 18'-0^ 4 FJ15B-92 4 FJ1S-92 2l1'-0^ 4 FJ15B-10.2 4 FJ75.102 22'-0^ 1 4 FJISB-112 4 FJIS-112 WALL MAIN FASTENERS) 1112X1114 (SEE NOTE) ' O.0 INSIDECLOSURE REQUIRED IF ORDERED HEADFLASHING FDH2- NOTE N12X2 FASTENERS) n/6' INSULATION i ORMED SHOWN rURAL SIMILAR FLASHING (OPTIONAL) NOTE #12X2 FASTENERS) n16' INSULATION WALL PANEL % I OPENING WIDTH NOTE FIELD SLIP PANELS AND SLIDE HEAD OR SILL FLASHING BEHIND PANELS SECTION AT FRAMED OPENING JAMB OT26 HEAD, SILL AND JAMB FLASHING SCHEDULE OT91 SHEETING AND FLASHING ELEVATION OTOA LONG SPAN III WALLS - AB ARCHITECTURAL III, ARCHITECTURAL ^V" RIB OR LONG SPAN III WALLS AB ARCHITECTURAL O.ARCHITECTURAL T' RIB. LONG SPAN GLAND MULTI -RIB PANEL WALLS AB INOI RELEASE I REVISION I DWN: I CKD: 1 ENGRI DATE INOI RELEASE I REVISION I DWN: / CKD: I ENGRI DATE J FOR PERMITS Pursuit Boats 3901 St. Lucie Blvd Fort Pierce, FL 34946 Richard K. Davis Construction DRAWING STATUS: SILL FLASHING FSA WALL MAN FASTENER(S) 012XI 1/4 (SEE NOTE) 1'-0' O.C. NOTE H12X2 FASTENER(S).16-INSULATION FORNEDSHOWN CTURAL SIMIAR R FLASHING (OPTIONAL) FORMEDSHOWN CTURAL SIMILAR CLUINTIAq ♦♦ 1 No. 83110 1E� THE REGISTEREOPROFESSIONAI r ENGINEERWHOSESEALAPPEARS ; L ON THESE DRAWINGS IS EMPLOYED ® 1 1 BY NUFAGTVRER ODOESSS STATE OF ♦ �p d AND DOESNOTSERVEA$ OR 0.EPRESEM THE PROIER ® S / ♦ � ENGINEER OF RECORDAPIDSHAU ON** NOTBECONSIDEREDASSUC". � `�al`0R IO �' ♦♦ i��\\ FOR PERMITS ONLY //��ZONAL 1'M��`��~\ SOFTWARE VERSIONS BIM: v22.2 AMMCAN BUILDINGS JOB NUMBER: �lf1If �'!i II,``i\\ SHEET: R11u� . L!� S19KO164A SED-800 MBMR 0 FRAMED OPENING HEAD OR SILL COVER FLASHING SCHEDULE (OPTIONAL) WIDTH 8" COLD FORMED OR STRUCTURAL 9! STRUCTURAL 9 112" COLD FORMED 10" STRUCTURAL 12" STRUCTURAL CITY MARK NO. CITY MARK NO. CITY MARK NO. OTT MARK NO. QTYj MARK NO. 8'-0^ 1 FOCF808.6 1 FOCF90-8.6 1 FOCF95-9.6 1 FOCF10.8.6 1 FOCF124L6 FOCF80.10.6 1 FOCF90-10.6 1 FOCF95.10.6 1 FOCFID-10.6 1 FOCF12.10.6 12'-0" 1 FOCF80.12.6 1 FOCF90.12.6 1 FOCF95.12.6 I FOCF10-12.6 1 FOCF12.12.6 1 FOCF80.I4.6 1 FOCF90-14.6 1 FOCF9S14.6 1 FOCF10-MG 1 FOCF12.14.6 2 FOCF80-8.6 2 FOCF90.8S 2 FOCF95.8S 2 F0CF10.8.S 2 FOCF12.8S 1W.0" 2 FOCFSD-9S 2 FOCF90-9S 2 FOCF959S 2 FOCFI"S 2 FOCF12.9S 2 FOCFSD-10S 2 FOCF90-10.5 2 FOCF95.105 2 FOCF10.10.S 2 FOCF12.105 22•-0^ 2 FOCF60.11S 2 FOCF90-11.5 2 FOCF95.115 2 FOCF10.115 2 FOCF12-115 JAMB COVER FLASHING SCHEDULE (OPTIONAL) FRAMED OPENING HEIGHT 8^ GOLD FORMED OR STRUCTURAL 9^ STRUCTURAL 9 712" COLD FORMED 10•' STRUCTURAL 72" STRUCTURAL 'I Q-1 MARK NO. QTYI MARK NO. CITY MARK NO. CITY MARK NO. OTY MARK NO. 2 FOCFE1".0 2 FOCF909.0 2 FOCFSS9.0 - 2 FOCF109.0 2 FOCF12-6:0 2 FOCF80-10.0 2 FOCF90.10.0 2 FOCF9S70.0 2 FOCF10.10.0 2 FOCF12.10.0 2 FOCF80-12.0 2 FOCF9D-12.0 2 FOCF95.12.0 2 FOCF10.12.0 2 FOCF12-12.0 N22'.1 2 FOCF80.14.0 2 FOCF90-14.0 2 FOCF95.14.0 2 FOCF10.14.0 2 FOCF12.14.0 4 FOCF8092 4 FOCF9".2 4 FOCF95.82 4 FOCFIG-82 4 FOCF12924 FOCF80.92 4 FOCF9092 4 FOCFEIS92 4 FOCF1092 4 FOCF12.924 FOCF80-1O2 4 FOCF90.10.2 4 FOCF95-102 4 FOCF10.102 4 FOCF12-1D2^ 4 FOCF80.772 4 FOCF90-11.2 4 FOCF95.11.2 4 FOCF70.112 4 FOCF12.112 DANI COVER FLASHING SCHEDULE OT92 ARCHITECTURAL 111, ARCHITECTURAL "11•• RIB, LONG SPAN III, MULTI -RIB AND SHADOW PANEL WALLS AB INSTALLATION PROCEDURES: 1. UPON INSTALLATION OF FRAMED OPENING MEMBERS, PRE -INSTALL JAMB AND HEAD TRIM USING WALL MAIN FASTENERS, f12X1 114 AS REQUIRED. FRAMED OPENING TRIM ELEVATION OT.OAA LONG SPAN III WALL PANELS AND R-19 INSULATION REQUIREMENTS AA Pursuit Boats 3901 St. Lucie Blvd Fort Pierce, FL 34946 Richard K. Davis Construction DATE \\`' % No. 83110 THEREGISFEREDPROFESSIONAL r ENGINEERWHOSESEALAPPEARS' ` ON THESE DRAWINGS IS EMPLOYED s. AN OOESNOTSEMANUFAE VEERS 0^ YN, STATE `TE 0OR REPRESENT THE PROJECT RI * ** ENGINEEROFRECOPDPNDSHALL ®/pi , n4 NOT FOR. CONSTRUCTION NOTRECOMIDEREDASSUOI. ���'�• ORION,' � NG STATUS: FODRAWIR PERMITS ONLY �01VAL SOFTWARE VERSIONS BIM: v22.2 nrlBxlcAN BUILDINGS JOB NUMBER: SHEET. •nu�oPa oa@rNr S19KO164A SED-801 9eMw L L 112'MIN. PURLIN 17 MN. RIRUN LINER CAP FLASHING LCF2 _ . (SEE NOTE) STRUCTURAL FASTEN() PURLIN ENDWALL RAFTER LINER CAP FLASHING PERPURLJN 92'MN. LCF2 (SEE NOTE) — •ANGLE PARTITION (FIELD NOTCH FLASHING PARTITION FLASHING GIRT GIRT 2•-01MAX BLIND RIVET 1RiRNET ATPURUNS) - BLIND RIVET 1BRIVET'O.C. 1'-0'O.C. STRUCTURAL FASTENERIS) g127LTIX_ I ���M 1'-0'O.C. BURIVRI BLIND RIVET 1'-0^ O.C. 1'-0'O.C. 118 RIVET PARTITIOET 1'-0" O.C. WALLMANFASTENERIS) F ASHWG ENDWALL WALL MAIN FASTENERS) g12X1 lld (SEENOTq LDNER. RAFTER WALL MMINFASTENER(S) #12X11/4 1'-0' O.C. BLIND RIVET PANEL GLE g19(1114 (SEE NOTE) t ANGA-1 1'-0' 1'-0^ O.C. 1B RNET O.C. LINER PANEL NOTE; k12C2 FASTENER(S) -ANGLE 1'-0'D.C. BY-PASS BEAM S COLUMN ENDWALL WALL MAIN FASTENER(S) o!6'INSULATION GA-1 NOTE FLASHING LOCATION LINER PANEL 912XI 114 -0^ 1'O.C. ENDWALL GIRrSHOWN TOED UP. ENDWALL GIRT LINER • GA-t AND FASTENERS REQUIRED WHEN GIRT LOCATED TOED DOWNSIMILAR FURTHER THAN 24' FROM BOTTOM OF PURLIN ENDWALLGIRT TYPICALATTACHMENTTO PURUN NOTE: NOTE: ENDWALL GIRT SHOWN LINER PANEL GA-1 AND FASTENERS REQUB2ED WHEN GIRT LOCATED NOTE #1212 FASTENER(S)o16' INSULATION LCFI REQUIRED AT MULTI -RIB LCFI REQUIRED AT MULTI -RIB TOED UP FlIRTHERTHAN 24'FROMBOTTOM OFPURLIN AND SOFFIT LINER PANELS AND SOFFIT LINER PANELS _ P.RCALATTACHMEM TO PURLW TOEDDOWNSIMIUIR SECTION THROUGH LINER HEAD AT GIRT HEIGHT LP06 SECTION THROUGH LINER HEAD ABOVE GIRT HEIGHT LP07 SECTION THROUGH LINER AT ENDWALL WITHOUT ROOF LINER LP17 SECTION THROUGH LINER AT ENDWALL WITHOUT ROOF LINER LP18 ARCHITECTURAL III, LONG SPAN III, MULT14UB OR SOFFIT LINER LINER PANELS AB ARCHITECTURAL III, LONG SPAN III, MULTI -RIB OR SOFFIT LINER LINER PANELS AB BEVEL CUT OR STRAIGHT CUT LINERS q9 BEVEL CUT OR STRAIGHT CUT LINERS (USING TEK FASTENERS) AB COLUMNORRAFTER WALL MAIN FASTENER(S LINER PANEL #12X1 114 CE 1'-0^ O.C. FIELDNOTCH PANEL FOR CES. LINER CAP FLASHING LCF2 AB FLAHING (SEE NOTE) 'J• FLASHING SPAN III or MULT14UB PANELS) LPNERPANEL BLIND RNET I IB RIVET FJI5-(LONG SPAN BI OR MULTHNB) FJ15B-(ARCHITECTURAL III) I FIELDIDDEN RETURN LEG NECESS4RYT0 LIN HITECTURAL III PANELS) LINER PANEL BLIND RIVET 118 RIVET GIRT UNEOR I 1'-0'O.C. STRUCTURALLWE WALL MAIN FASTENERIG) III�X11/4 CONSISTENT PANEL FRAMED OPENING JAM 1'-0O.C. HFADER.OR SILL CHANNELLINER FLASHING (1)PER GIRTFOAD ER PANE. F BLIND RIVET 118 RIVET LATER PANEL WALL MAIN FASTEHER(S) 1•-0^ O.C. ® #12X1 114 L_ — — — — — — — — — — — ' O> ` LINER CAP FLASHING \ \� NGLE WALL MAIN FASTS = 4S) L E NOTE) I J UCTURAL FASTENERS) 1'-0^ O.C. LINER PANEL - / 012X1 114 L 1'-0"O.0 — — — — — — — — — — ` — — NOTE: \\\—G LCFI-REOUIRED-AtMULikRIB AND SOFFIT LINER PANELS LINER PANEL CORNER DETAIL LP29R SECTION THROUGH BYPASS PURLIN/GIRTWILINER LP42R SECTION AT ROLL -UP OR OVERHEAD DOOR JAMB WILINER LP51 SECTION THROUGH HEADER & SILL WITH LINER LP52 AB ARCHITECTURAL III, LONG SPAN IA OR NJLT144B LINER PANELS I AB LONG SPAN III LINER SHOWN I ARCHITECTURAL III OR MULTI -RIB LINER SIMILAR I AB ARCHITECTURAL III, LONG SPAN III, MULTI -RIB OR SOFFIT LINER LINER PANELS AB LONG SPAN D SHOWN,,ARCNTECTURAL 11 OR MULTIRIS LINER SIMILAR DAN / DAN I JAL 1 06/2112019 / REVISION THE REGGYERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ONTHESE DRAWINGSIS EMPLOYED BY THE MANUFAMRER FOR CONSTRUCTION** AND DOES NOTSERVEAS OR REPRESENT THE PRDIECr REEORDAN"NOT NOTIBEEONSIDEREOASSUQ. DRAWING STATUS: Pursuit Boats FOR PERMITS ONLY 3901 St. Lucie Blvd SOFTWARE VERSIONS BIM: v22.2 Fort Pierce, FL 34946 AMEMCAN BUILDING! JOB NUMBER: SHEET: �SED Richard K. Davis Construction ANuoom D2aANr S19KO164A 802 MBMR No. 83110 ° STATE OF Ptor�►o?' 11 I'llO�� �S` 500 CAPACITY WITHOUT 2^x2- ANGLE, r PURLIN SEE ALSO (SH15AA) 500 CAPACITY WITHOUT 2^x2" ANGLE, SEE ALSO (SHISAA) 2000 CAPACITY WITH 2-x2-ANGLE, PURLIN SEE ALSO (SN14AA) 2500 CAPACITY WITHOUT 2"x2-ANGLE, ROOF SLOPE LESS THAN SEE ALSO (SH74AA) ROOF SLOPE 1:12 MAX 1 11 ROOF SLOPE 1:12 MAX �)Z" ROOF SLOPE 1:12 MAX OR EQUAL TO 4:12 (SH15AA) URLIN (WITHOUT BEVEL WASHER) (WITHOUT BEVEL WASHER) MAX- (WITHOUT BEVEL WASHER) 5000 CAPACITY WITH 2"x 2000 CAPACITY WITH Y-x2-ANGLE, ROOF SLOPE LESS THAN ROOF SLOPE 1:12 MAX PURLIN OR EQUAL TO 4.12 (WITHOUT BEVEL WASHER) 9 112" 2$OOCAPACI WITH . 1 'II2" NUT MAX. (2) STRUCTURAL FASTENER(S) GREATER G ROOF SLOPE GREATER T7I2" )VIA%( 012X1 114 TEK 4:12, BUT LESS THAN 8:1MAX- WITHOUTANGL SH01A WASHER CADDY PMP AA (2) STRUCTURAL FASTENER(S) 15 4RL.N(2) STRUCTURAL FASTENER(S) SH01B 012X7 114 TEK NUT M2X1 1/4 TEK WITH ANGL AA (WITH ANGLE) (WITH ANGLE) WASHER WITHOUT ANGOPTIONAL WITH ANGANGLE' OPTIONAL 7116" HOLE (L2x2x118x6" LONG) 7116"m HOLE ANGLE. (FIELD DRILL) (FIELD DRILL) 318"a ROD HANGER ANGLE (L2xx118x 6^ LONG) (T'x2"x1/8"x 6- LONG) 3/B'GER 318-0 ROD MANGER NOTE: 7116� HOLE 3/8^O ROD RANGER USE OF THIS DETAIL WILL REQUIRE THE • ANGLE MAY BE OMITTED WITH (FIELD DRILL) ROD HANGER TO BE BENT AFTER INSTALLATION ' ANGLE MAY BE OMITTED WITH HANGER LOADS 50 LBS. OR LESS. NOTE: NOTE; USE OF THIS DETAIL WILL REQUIRE THE NOTE SO THAT IT HANGS VERTICALLY. HANGER LOADS 250 LBS. OR LESS THE METAL BUILDING SUPPLIER IS NOT EXCEPT THAT ANGLE IS REQUIRED USE OF THIS DETAIL WILL REQUIRE THE NOTE: ROD HANGER TO BE BENT AFTER INSTALLATION USE OF THIS DETAIL WILL REQUIRE THE RESPONSIBLE FOR THE DESIGN OR ADEQUACY WITH SLOPE GREATER THAN 4:12, ROD HANGER TO BE BENT AFTER INSTALLATION SO THAT IT HANGS VERTICALLY. NOTE ROD HANGER TO BE BENT AFTER INSTALLATION OF THE BENT ROD HANGER. BUT LESS THAN 8:12. NOTE: SO THAT IT HANGS VERTICALLY. PURLIN LIP MUST NOT THE METAL BUILDING SUPPLIER IS NOT SO THAT IT HANGS VERTICALLY. THE METAL BUILDING SUPPLIER IS NOT PURLIN LIP MUST NOT BE DISTORTED. RESPONSIBLE FOR THE DESIGN OR ADEQUACY PURLIN LIP MUST NOT THE METAL BUILDING SUPPLIER IS NOT NOTE.- RESPONSIBLE FOR THE DESIGN OR ADEQUACY BE DISTORTED. OF THE BENT ROD HANGER. BE DISTORTED. RESPONSIBLE FOR THE DESIGN ORADEQUACY PURLIN LIP MUST NOT OF THE BENT ROD HANGER. OF THE BENT ROD HANGER. BE DISTORTED. HANGER DETAIL AT PURLINS SH01 HANGER DETAIL AT PURLINS SH01A HANGER DETAIL AT PURLINS SH016 HANGER DETAIL AT PURLINS SH02 AA ROD HANGER WITHOUT REINFORCING ANGLE AA ROD HANGER WITH REINFORCING ANGLE AA PURLIN CLAMP AA 2500 CAPACITY WITHOUT 2-xY' ANGLE, SEE ALSO (SH74AA) 5000 CAPACITY WITH 2-xT' ANGLE• SEE ALSO (SH74AA1 4001) CAPACITY PROVIDED ROD HANGER IS WITHIN ROOF SLOPE LESS THAN (SH15AA) ROOF SLOPE LESS THAN PURLIN (SM15AA) CENTER ONE-THIRD OF 3-x3-ANGLE SPAN SEE ALSO (SH15AA) OR EQUAL TO 4:12 OR EQUAL TO 4:12 \ (2000 CAPACITY OTHERWISE) 1 112" 2509 CAPACITY WITH 2"x2-ANGLE, MAX. GREATER ROOF L 1 1IZ" STRUCTURAL FASTENER(S) (L2XyG3 LONgj LESS B THAN ryIAX. (2) 012X7 114 TEK PURLIN PURLI TYP. CADDY PURLIN CLAMP CADDY PURLIN CLAMP (2) STRUCTURAL FASTENER(S) 116 MODEL 315 MODEL 315 0IZX1 114 TEK ANGLE' 7I16"D HOLE (FIELD DRILL) ANGLE (L3X3X3116X LENGTH) HE T LIP NOTE: (L2x2x11Bx 6^ LONG) CLAMP OF PURLIN NOT ALLOW E USE OF THIS DETAIL WILL REQUIRE THE ' ANGLE MAY BE OMITTED WITH 3/8"a ROD HANGER ROD HANGER TO BE BENT AFTER INSTALLATION HANGER LOADS 250 LBS. OR LESS SO THAT IT HANGS VERTICALLY. 318"0 ROD MANGER EXCEPT THAT ANGLE IS REQUIRED 3181 ROD HANGER NOTE: THE METAL BUILDING SUPPLIER IS NOT WITH SLOPE GREATER THAN 4:12, USE OF THIS DETAIL WILL REQUIRE THE RESPONSIBLE FOR THE DESIGN OR ADEQUACY BUT LESS THAN 8:12. NOTE: ROD HANGER TO BE BENT AFTER INSTALLATION OF THE BENT ROD HANGER. USE OF THIS DETAIL WILL REQUIRE THE SO THAT HANGS VERTICALLY. NOTE: ROD HANGER TO BE BENT AFTER INSTALLATION THEEMETAL BUILDING SUPPLIER IS NOT NOTE: PURUN LIP MUST NOT SO THAT IT HANGS VERTICALLY. NOTE: FIELD WELDING REQUIRED, RESPONSIBLE FOR THE DESIGN OR ADEQUACY PURLINMUST NOT BE DISTORTED. BE DISTORTED. THE METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR THE DESIGN OR ADEQUACY SEE DETAIL ENFWA_. OF THE BENT ROD HANGER. _ HANGER DETAIL AT PURLINS SH02A HANGER DETAIL AT PURLINS OF THE BENT ROD HANGER. N026- HANGER-DETAIL-66TWEEN-PURLINS S003 AA CLAMP INSTALLATIONNOT ALLOWED" SH06 LIN-CLAMP_WITHOUT-REINFORCING ANGLE AA PURLIN CLAMP WITH REINFORCING ANGLE AA CLAMP CAUSING BENT PURLIN LIP500# AA CAPACITY SEE ALSO (SH74AA) 5000 CAPACITY ROOF SLOPE LESS THAN PURLIN SEE ALSO (SH74AA) 3750 CAPACITY ROOF SLOPE LESS THAN SEE ALSO (SH74AA) SH15AA ( ) ROOF ROOF SLOPE LESS THAN SH15AA) OR EQUAL TO 1:12 PURLIN ( OR EQUAL TO 1.12 (SH15AA ) OR EQUAL TO 4:12 RLIN 2500 CAPACITY 25164"3 MOLE ROOF SLOPE GREATER THAN SAMMY X-PRESS (FIELD DRILL) 4:12, BUT LESS THAN 8:12 SIDEWINDER PIPE HANGER MODEL SWXP 35 SH11A AA 25/64"0 HOLE (FIELD DRILL) 4rE 31X'WASHER SHIN. YeMIN. LOCK NUT SAMMY X-PRESS SIDEWINDER PIPE HANGER MODEL SWXP 35 NOT TO EXCEED OF PURLIN 3181 ROD HANGER • NOT TO EXCEED 318^D ROD HANGER SAMMMID-DEPTH SWIVEL P25164^O HOLEMID-DEPTH OF PURLIN MO(FIELD DRILL)QLU I �,��% RODER c,3AII - - '���®`- NOTE: USE OF THIS DETAIL WILL REQUIRE THE NOTE USE OF THIS DETAIL WILL REQUIRE THE - � . . 0, �, f� ROD HANGER TO BE BENT AFTER INSTALLATION ROD HANGER TO BE BENT AFTER INSTALLATION NOTE: p®s r� � 4y� SO THAT ITHANGS VERTICALLY. SO THAT IT HANGS VERTICALLY. PURLIN LIP MUST NOT / THE METAL BUILDING SUPPLIER IS NOT FOR THE DES OR ADEQUACY THE METAL BUILDING SUPPLIER IS NOT FOR THE IGN OR ADEQUACY BE DISTORTED.RESPOSIBLE ® No, 83110 ENBENT ROD HANGER,IGN OFTHEN ENBENT ROD HANGER.RESPOSIBLE OFTHEN THEREGISTEREDPROFESSIONAL Y� e' ENGINEERWHOSE SEALAPPEARS HANGER DETAIL AT PURLINS SH71 HANGER DETAIL AT PURLINS SH71A HANGER DETAIL AT PURLINS SH12 ON THESED EMPLOYED ROOF SLOPES LESS THAN OR EQUAL TO 1:12 AA SIDEWINDER PIPE HANGER FOR SLOPES LESS THAN OR EQUAL TO 1:12 AA ROOF SLOPES LESS THAN 8:12 AA UFAMSIS BY THE MANFACNRER ANDDOESNOTSEWERS 1 ` �0 OR REPRESENTTHE PROJECT ®S, S1/'i'/LAIZE P1. **NOT FOR TION** ENGINEEROF RECORDAHDSHALL• DRAWING STATUS: NOTBEOONSIDEREDASSUCH,�4 ,,s���v� \� p PUr5U11 3901 Boats St. L OORRPERMITS ONLY cie 314946 Richard K Davis Construction VERSIONS JOB NUMBER: : BIM. YZZZFort AMERICAN BUILDINGS .nuoosa m@Nrr qR®� f 111 NO RELEASE/REVISION DWN:/CKD: ENGR DATE NO RELEASE/REVISION OWN: ICKD: ENGR DATE S19KO164A MBMR RD-900 0 1 FOR PERMITS DAN / DAN I JAL 06/21/2019 4 c V 3750 CAPACITY ROOF SLOPE LESS THAN OR EQUAL TO 4:12 2500 CAPACITY ROOF SLOPE GREATER THAN 4:17, BUT LESS THAN 8:12 rSAMMYXPRESS IVEL PIPE HANGER MODEL SXP 35 NOTE: PURLIN LIP MUST NOT BE DISTORTED. 2500 CAPACITY SEE ALSO (SH74AA) ROOF SLOPE GREATER THAN (SH15AA) OR EQUAL TO 8:12 1 11MAX- PURLIN 25164-HOLE (FIELD DRILL) SAMMY X-PRESS SWIVEL PIPE NANGEF MODEL SXP 35 — 25164" HOLE (FIELD DRILL) 318^a ROD HANGER 1 318"D ROD HANGER SEE ALSO (SN14Ap) (SN,SAA) CADDY PURLIN CLAMP MODEL 315 IS AVAILABLE VIA THE MANUFACTURER'S WEBSITE: www.edco.com SAMMY X-PRESS SWIVEL PIPE HANGER MODEL SXP 35 SAMMY X-PRESS SIDEWINDER PIPE HANGER MODEL SWXP 35 AND INSTALLATION TOOLS ARE AVAILABLE VIA THE MANUFACTURER'S WEB SITE: www.sammysuperscrew.com/sammyxpress.htm WARNING THE HANGER CAPACITIES SHOWN ON THE AMERICAN BUILDINGS COMPANY DETAILS REPRESENT THE MAXIMUM ALLOWABLE SINGLE HANGING LOAD THAT A TYPICAL PURLIN CAN SAFELY SUPPORT UNDER THE BEST OF CIRCUMSTANCES USING THE PARTICULAR HANGER DEVICE SHOWN IN THE DETAIL MANY FACTORS BEYOND THE CONTROL OF THE METAL BUILDING SUPPLIER AFFECT THE ABILITY OF A PURLIN TO SAFELY SUPPORT RANGING LOADS COMBINED WITH OTHER REQUIRED ROOF LOADS. DUE TO THE VARIABLES INVOLVED IN HANGING LOADS AND THEIR ATTACHMENTS TO THE PURLINS, THE METAL BUILDING SUPPLIER CANNOT ASSURE THAT THE PURLINS FOR A PARTICULAR BUILDING PROJECT CAN SAFELY SUPPORT THE MAXIMUM ALLOWABLE HANGING LOADS IN COMBINATION WITH OTHER ROOF LOADS. IT IS THE RESPONSIBILITY OF THE HANGER SYSTEM INSTALLER TO COORDINATE WITH THE ENGINEER OF RECORD FOR THE OVERALL PROJECT TO ENSURE A SAFE HANGING LOAD INSTALLATION. THE METAL BUILDING ENGINEER IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT. WITHOUT SPECIFIC CERTIFICATION FOR INDIVIDUAL HANGING LOADS, THE NET EFFECTS OF APPLIED HANGER LOADS INSTALLED ON A PARTICULAR PURLIN SHALL NOT EXCEED THE NET EFFECTS OF THE CERTIFIED UNIFORMLY APPLIED DESIGN COLLATERAL LOAD. SEE SHEET ABC -I. HANGER DETAIL AT PURLINS I SH'i HANGER DETAIL AT PURLINS SH13 WEBSITES FOR PREAPPROVED HANGER DEVICES SH14 HANGER CAPACITIES WARNING SH16 SWIVEL PIPE HANGER FOR SLOPES LESS THAN 8:12 AA ROOF SLOPES GREATER THAN OR EQUAL TO 8:12 AA AA AA 1911 del OTHER METHODS OF ATTACHING HANGING LOADS, NOT DEPICTED ON DETAILS SH01, SH021 SH03, SH111 SH12, AND SH13, ARE GENERALLY PERMITTED. HOWEVER, THE HANGER LOAD MUST NOT EXCEED 50 POUNDS PER HANGER LOCATION (WITHOUT SPECIFIC PRIOR APPROVAL FROM A QUALIFIED DESIGN PROFESSIONAL FOR A PARTICULAR LOAD). INOI RELEASE / REVISION I DWN: /CKD: I ENGRI DATE INOI RELEASE / REVISION I DWN: / CKD: I ENGRI DATE I FOR PERMITS GENERAL HANGER NOTES I SHIS AA Pursuit Boats 3901 St. Lucie Blvd Fort Pierce, FL 34946 Richard K. Davis Construction **NOT FOR CONSTRUCTION** DRAWING STATUS: FOR PERMITS ONLY JOB NUMBER: SHEET: S19KO164A �SE D-901 THE REGISTEREDPROFESSIONAL ENGINEER WHOSE SEALAPPEARS ONTHESEDRAWINGSISENIPWYED BY THE MANUFACTURER ANODOESNOTSEWEAS OR REPRESENT THE PROIER ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. kMMCAN BUILDINGS ♦ tYYCGq CtlaNlx M MBM A ;111111lt�///��� _ No. 83110 0 ' STATE OF a • •:C O RID t BUILDING ERECTION NOTES 1. THE METAL BUILDING SUPPUER A55UME5 NO RESPONSIBILITY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. FOR EACH OF THE VARIOUS LOADING CONDITIONS. THESE REACTIONS AND LOAD COMBINATIONS MUST BE USED TO DETERMINE THE DESIGN LOADS TO BE RESISTED BY THE FOUNDATIONS 3. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL AND SMOOTH. ANCHOR RODS SHALL BE ACCURATELY SETTO A TOLERANCE +/-1/16INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A+/-1/8INCH TOLERANCE. 4. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS. S. UNLESS EXPLICITLY NOTED OTHERWISE, ALL EMBEDDED STRUCfURALSTEEL (INCLUDING ANCHOR RODS), OTHER MATERIALS, AND LABOR SHALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR. 6. ANCHOR RODS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND QUANTITY. 7. THE EMBEDMENT OF THE ANCHOR RODS IN THE CONCRETE AND CONFIRMING ADEQUACY OF ANCHOR ROD EDGE DISTANCE IS THE RESPONSIBILITY OFTHE FOUNDATION DESIGNER. THE FRAME REACTIONS ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED. B. AEA�NICHORSC RODS NUAL SHOF STEEL CONSTRUCTION. F155 ION DE 36 OR EQUAL IN ORDER TO CONFORM TO THE METAL BUILDING SUPPLIER'S DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES GIVEN 9. ANCHOR ROD DIAMETERS FOR THE PRIMARY FRAMING AND ENDWALL FRAMING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE ANCHOR BOLT PLAN. ANCHOR RODS FOR FRAMED OPENINGS SHALL BE 1/21NCH DIAMETER UNLESS OTHERWISE NOTED. + BASIC MATERIAL SPECIFICATIONS STEEL FOR MILL -ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 36, ASTM A 572 GRADE 50 OR 55, OR ASTM A 992. STEEL FOR ALL BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF THE FOLLOWING: A ASTM A 1011 SS, GRADE 55 C ASTM A 572 GRADE 55 B. ASTM A 1011 HSLAS, GRADE 55, CLASS 1 D. ASTM A 529 GRADE 55 STEEL FOR ENDWALL "Co SECnON5 SHALL CONFORM TO ASTM A 1011 SS, GRADE 55, OR HSLAS, GRADE 55, CLASS 1. ~ STEEL FOR ROUND PIPE SECTIONS SHALL CONFORM TO ASTM A 500 GRADE B, 42 KSI. SECONDARY FRAMING STEEL STEEL USED TO FORM PURUNS, GIRTS, EAVE STRUTS AND "C' SECTIONS SHALL CONFORM TO ASTM A1011 S5, GRADE 55, OR HSLAS GRADE 55, CLASS 1, OR IF GALVANIZED SHALL CONFORM TO ASTM A653 S5, GRADE 55, G90 OR HSLAS, GRADE 55, CLASS 1, G90. ROOF AND WALL PANEL MATERIAL EXTERIOR PANES SHALL CONFORM TO ONE OFTHE FOLLOWING: PANEL MATERIAL SHALL BE ALUMINUM -ZINC ALLOY -COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 792 SS, GRADE 80. MATERIAL MAY BE EITHER 26 OR 24 GAGE. PANEL MATERIAL SHALL BE ALUMINUM -ZINC ALLOY -COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 792 SS, GRADE 50, CLASS 1. MATERIAL MAY BE EITHER 24 OR 22 GAGE. PANEL MATERIAL SHALL BE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION G90, CONFORMING TO THE REQUIREMENTS OF ASTM A 653 SS, GRADE 80, CLASS 1 OR CLASS 2, OR HSLAS, GRADE 80. MATERIAL MAY BE EITHER 26 OR 24 GAGE. PANEL MATERIAL SHALL BE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION G90, CONFORMING TO THE REQUIREMENTS OF ASTM A 653 SS, GRADE 50, CLASS l OR CLASS 3, MATERIAL MAY BE EITHER 24 OR 22 GAGE. BRACE MATERIALS: BRACE CABLES: AsTM A 475, 7-STRAND EHS WIRE CABLE BC4=1/4" DIA.(7mm) BC5 = 5/16" DIA.(8mm) BC6 = 3/8' DIA.(10mm) - BC8 =1/2" DIA(13mm) BRACE RODS: ASTM A 572,50 KSI (UPSET THREADS) BRS = 5/8" DIA.(16mm) BR6 = 3/4" DIA.(2Dmm) BR7 = 7/8" DIA(23mm) BRS =1" DIA.(26mm) OR ASTM A 529, 50 KSI (CUT THREADS) BR9 =11/8" DIA.(29mm) BRIO =1114" DIA.(32mm) BR11=13/8" DIA.(35mm) BR12 =11/2" DIA.(39mm) STRUCTURAL PRIMER NOTE: "SHOP COAT PRIMER IS INTENDED TO PROTECTTHE STEEL FRAMING DURING TRANSPORTATION TO THE JOBSITE AND FOR NOT MORE THAN 45 DAYS FROM THE APPLICATION. STORAGE IN -EXTREME COLD TEMPERATURES OR WINTER SNOW CONDITIONS, INCLUDING TRANSPORTATION ON SALTED OR CHEMICALLY TREATED ROADS WILL ADVERSELY AFFECTTHE DURABILnYANDLONGEVITYOFTHEPRIMER THE COAT OF SHOP PRIMER DOES NOT PROVIDE THE UNIFORMITY OF APPEARANCE, OR THE DURABILITY AND CORROSION RESISTANCE OF A FIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER. MINOR ABRASIONS TO THE SHOP COAT PRIMER CAUSED BY HANDLING, LOADING, SHIPPING, UNLOADING AND ERECTION ARE UNAVOIDABLE AND ARE NOT THE RESPONSIBILITY OF THE METAL BUILDING SUPPLIER. ABC 15 NOT RESPONSIBLE FOR THE DETERIORATION OF THE PRIMER OR SP IC ENVIRONMENTAL CONDITIONS NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED COATING.' CORROSION THA T MAY RESULT FROM NEITHERATMO HER AND TING. "AS A MINIMUM AND SECONDARY TO MORE STRENUOUS JOB SPECIFIC REQUIREMENTS, PROJECTS LOCATED IN CANADA MUST BE ERECTED WITHIN TOLERANCES AS DEFINED IN SECTION 29.7 OF SPECIF- ICATION 516.01 AND PROJECTS IN OTHER LOCATIONS MUST BE ERECTED WITHIN TOLERANCES AS DEFINED IN THE LATEST EDITION OF THE METAL BUILDING SYSTEMS MANUAL, PUBLISHED BYTHE MBMA" CONSTRUCTION BRACING NOTE: TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FASEWORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION ISTO BE DETERMINED, FURNISHED AND INSTALLED BY THE ERECTOR THESE SUPPORTS MUST SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN -L 1NTEN-SI#TDTHOSE-FOR-WHICLISHESTRUCEL1Rc WAS OESIGNE2RE591.LG FROM WINDAND OR SIESMICACTIVITYAND AGAINSTTHE LOADS RESULTING FROM THE ERECTION OPERATION. A325 & A490 BOLT TIGHTENING REQUIREMENTS: IT 15 THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTN MIN ACCORDANCE WITH APPLICABLE REGULATIONS. FOR PROJECTS IN THE UNITED STATES, SEETHE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS OR FOR PROJECTS IN CANADA, SEE THE CAN/CSA 516 LIMIT STATES DESIGN OF STEEL STRUCTURES FOR MORE INFORMATION. THE FOLLWING CRITERIA MAYBE USED TO DETERMINE THE BOLTTIGHTNESS (i.e., "SNUG TIGHT" OR "FULLY-PRETENSIONED"), UNLESS REQUIRED OTHERWISE BY LOCALIURISDICTION OR CONTRACT REQUIREMENTS. A) ALL A490 BOLTS SHALL BE "FULLY-PRETENSIONED". B) ALL A325-BOLTS IN PRIMARY FRAMING (RIGID FRAMES AND BRACING) MAYBE "SNUG -TIGHT", EXCEPT AS FOLLOWS: "FULLY PRETENSION" A325 BOLTS IF: a) BUILDING SUPPORTS A CRANE SYSTEM WITH A CAPACITY GREATER THAN 5 TONS. b) BUILDING SUPPORTS MACHINERYTHAT CREATES VIBRATION, IMPACT, OR STRESS -REVERSALS ON THE CONNECTIONS. THE ENGINEER -OF -RECORD FOR THE PROJECT SHOULD BE CONSULTED TO EVALUATE FOR THIS CONDITION. c) THE PROJECT SITE IS LOCATED IN A HIGH SEISMIC AREA FOR IBC -BASED CODES, "HIGH SEISMIC AREA" IS DEFINED AS "SEISMIC DESIGN CATEGORY" OF'D','E', OR T'. SEETHE "BUILDING LOADS" SECTION ON THIS PAGE FOR THE DEFINED SEISMIC DESIGN CATEGORY FOR THIS PROJECT. d) ANY CONNECTION DESIGNATED IN THESE DRAWINGS AS "A325-SC'. "SLIP -CRITICAL" (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL, OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY -RUSTED SURFACES ARE ACCEPTABLE. C) IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "FULLY-PRETEN51ONED", EXCEPT FOR SECONDARY MEMBERS (PURUNS, GIRTS, OPENING FRAMING, ETC) AND FLANGE BRACES. D) SECONDARY MEMBERS (PURLINS, GIRTS, OPENING FRAMING, ETC) AND FLANGE BRACE CONNECTIONS MAY ALWAYS BE "SNUG -TIGHT', UNLESS INDICATED OTHERWISE IN THESE DRAWINGS. ERECTOR NOTE: FIELD WORK (TRIMMING, DRILLING, WELDING, ETC) MAY BE REQ'D FOR CERTAIN CONDTONS. ABC WILL NOT BE LIABLE FOR ADDITIONAL ERECTION COSTS DUE TO THIS WORK. CONDITIONS EFFECTED MAY INCLUDE (BUT ARE NOT LIMITED TO): L ALL SHEETING PANELS LESSTHAN 1'0" IN LENGTH WILL HAVE TO BE FIELD CUT FROM PANELS. . 2. SOME PARTAL FRAME KNEE BRACES REQUIRE FIELD WELDING OR DRILLING FOR CONNECTION TO RAFTER. 3. FLUSH GIRT/PURLIN CONDTONS MAY NEED TO BE FIELD SLOTTED TO ACCOMMODATE X-BRACING. 4. "KICKER" BRACES AT OPEN ENDWALLS MAY REQUIRE FIELD DRILLED HOLES AT CONNECTION TO PURLINS. 5. ANGLE X-BRACING MAY REQUIRE FIELD WELDING ATTHE COLUMN BASE. 6. ALLIOBS WITH JOISTS WILL LIKELY REQUIRE SOME FIELD WELDING REGARDLESS OF BOLTED CONNECTIONS. ABC - ATLANTIC DIVISION ABC - SOUTH DIVISION 7200N_LAKE.DR. STE_200__ __ _. 1150 STATE -DOCKS RD,_.__ COLUMBUS, GA 31909 EUFAU, AL 36027 LA PHONE: (706) 562-8020 PHONE: (334) 687-2032 FAX: (706)562-8017 FAX: (334) 688-2200 ABC - MIDWEST DIVISION ABC - WEST DIVISION 2101 EAST 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 PROJECT BUILDING LOADS DESIGN CODE FBC 2017 ROOF LIVE LOAD: 2D psf REDUCIBLE PER CODE GROUND SNOW LOAD: 0 PSI SNOW IMPORTANCE FACTOR, 1 : , 0.9 ULTIMATE DESIGN WIND SPEED: 160 NOMINAL DESIGN WIND SPEED: 124 WIND EXPOSURE C Design Suction / Pressure for Wati Components and Cladding Not Designed or Provided by ABC RISK CATEGORY: SNOW EXP. FACTOR, Ce: mph (Vult) mph(Vasd) + +58.24 PS-- f - -T7.66 PSF UL-90: YES SEISMIC INFORMATION: Ss = 0.068 St: 0.029 DESIGN (Sds/Silt): NA SITE CLASS: C SEISMIC IMP. FACTOR. I.: NA SEISMIC DESIGN CATEGORY: - ANALYSIS PROCEDURE . Eauiva!erd Lateral Force Procedure BASIC SFRS: Not Detailed For Seisndc STATE_' FLORIDA COUNTY: SAINTLUCIE AMERICAN BUILDINGS COMPANY SERVICEABILITY STANDARDS (2006 MBMA MANUAL CRITERIA) WILL BE USED FOR DESIGN AND FABRICATION OF THIS ORDER THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY AMERICAN BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS. LOUVERS, TRANSLUCENT PANELS AND VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED, ARE.OTHER PARTS OF THE PROJECT NOT PROVIDED BY AMERICAW BUILDINGS COMPANY SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANI:.A_ EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHALL BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH AMERICAN BUILDINGS COMPANY'S'GENERAL ERECTION GUIDE-, THE LATEST EDITION OF THE MBMA MANUAL AND THE JOB -ERECTION DRAWINGS. THE DRAWINGS LISTED ON THIS SHEET SHALL REMAIN WITH AND BECOME PART OF THIS CERTIFICATION. NOTES: 1) COLLATERAL DEAD LOADS, UNLESS OTHERWISE NOTED, ARE ASSUMED TO BE UNIFORMLY DISTRIBUTED. WHEN SUSPENDED SPRINKLER SYSTEMS, LIGHTING, HVAC EQUIPMENT, CEILINGS, ETC., ARE SUSPENDED FROM ROOF MEMBERS, CONSULT THE M.B.S. IF THESE CONCENTRATED LOADS EXCEED 500 POUNDS (USING THE WEB MOUNT DETAIL), OR 200 POUNDS (USING THE FLANGE MOUNT DETAIL), OR IF INDIVIDUAL MEMBERS ARE LOADED SIGNIFICANTLY MORE THAN OTHERS. 2) THE DESIGN OF STRUCTURAL MEMBERS SUPPORTING GRAVITY LOADS IS CONTROLLED BY THE MORE CRITICAL EFFECT OF ROOF LIVE LOAD OR ROOF SNOW LOAD, AS DETERMINED BY THE APPLICABLE CODE . 3) ALL WELDING MUST BE PERFORMED BY AWS QUALIFIED WELDERS FOR THE WELDING PROCESSES AND POSITIONS TO BE USED. ALL WELDING AND WELD PREP MUST BE COMPLETED AND VISUALLY INSPECTED TO AWS ACCEPTANCE CRITERIA (TABLE 6.1) IN ACCORDANCE WITH THE APPLICABLE AWS STANDARD WELD ELECTRODES USED FOR inT-1 NrcLD PROCESSES MUST E SELECT-cD FROM TABLE 3.1 IN AWS D1.1 FOR GROUP II MATERIAL GREATER THAN OR EQUAL TO 0.125" THICK OR TABLE1.2 IN AWS D1.3 FOR MATERIAL LESS THAN 0.125-THICK AND ALL FILLER MATERIAL MUST HAVE A Fu OF 70 KSI. 4) "- PM IS BASED ON THE MINIMUM ROOF SNOW LOAD CALCULATED PER BUILDING CODE OR THE CONTRACT -SPECIFIED ROOF SNOW LOAD, WHICHEVER IS GREATER THIS VALUE, PM, IS ONLY APPLIED IN COMBINATION WITH DEAD AND COLLATERAL LOADS. ROOF SNOW IN OTHER LOADING CONDITIONS IS DETERMINED PER THE SPECIFIED BUILDING CODE. BUILDING SPECIFIC LOADING INFORMATION SHEET NUMBER STATUS DATE REV. NO. 0-1 FOR PERMITS ONLY 07262019 2 C-2 - C-5 FOR PERMITS ONLY 06202019 0 AB-1 -AB-4 FOR CONSTRUCTION I 07/012019 i E-01 FOR PERMITS ONLY 07/11/2019 1 E-02 - E-06 FOR PERMITS ONLY 06/192019 0 E-07 FOR PERMITS ONLY . 071112019 1 E-08 - E-11 FOR PERMITS ONLY 06/192019 0 E-12 - E-14 FOR PERMITS ONLY 07/112019 1 E-15 - E-30 FOR PERMITS ONLY 05/192019 I 0 E-31 FOR PERMITS ONLY j 07262019 1 E-32 FOR PERMITS ONLY 06/192019 D SED-000-SED-901 FOR PERMITS ONLY 06212D19 0 Roof Dead COLLATERAL DEAD SNOW COEFFICIENT SNOW LOAD (PSF) WIND SEISMIC BLDG. (Psf' Pd (psf) Sec (PsQ Ct Cs Ps (PSI) 1 -Pm (Psrl Enclosure GCPi R Cs V(Id s) LAMINATION 1 3.0 8.0 6.0 NA NA NA NA Enclosed 10.18 NA NA NA ASSEMBLY 1 3.0 8.0 8.0 I NA NA NA NA Endosed t0.16 NA NA I NA ' Primary Structural Not Included Wn F_ RELEASE / REVISION I DWN: / CKD: I ENGR I DATE INO I RELEASE / REVISION I OWN: / CKD: I ENGR I DATE 1 I FOR PERMITS DAN / DAN I JAL 106202019 1 0 1 FOR CONSTRUCTION DAN / DAN I JSL 1 06/14/2019 2 1 REVISED FOR PERMITS DAN / DAN 1 JAL 1 0726/2019 1 Pursuit Boats 3901 St Lurie Blvd Fort Pierce, FL 34946 Richard K. Davis Construction PRIMARY CONTACT CHRIS CROUCH 334-688-2608 FIELD ISSUES MIKE TURNER 334-6BB-2307 (81) RTU'S RANGING FROM 300 Ibs TO 5132 Ibs LAMINATION BUILDING HAS BEEN DESIGNED FOR 1214 TON TOP RUNNING CRANES 2 2 TON MONORAIL CRANES 2 1 TON MONORAIL CRANES 2 0.5 TON MONORAIL CRANES THE ASSEMBLY BUILDING HAS BEEN DESIGNED FOR: 4 4 TON TOP RUNNING CRANES 2 2 TON TOP U R TUNING CRANE S 4 10 TON TOP RUNNING CRANES 2 0.5 TON MON ORAIL CRANES 112 TON MONORAIL CRANE REFERENCE SHEETS C-2-C4 FOR CRANE WFORMATU wo A liv Ro pis "0" ' No. 83110 0 ® r r i`A STATE OF *NOT FOR CONSTRUCTION' DRAWING STATUS: FOR PERMITS ONLY II JOB NUMBER: SHEET: IM113MR1 nI S19K0164A �C-1 UKANL IU: THE INFORMATION LISTED BELOW IS ASSUMED FOR THE PURPOSE OF DESIGNING THE BUILDING, AND IS BASED ON REASONABLE LOAD CRITERIA FOR THE CRANE TYPE INDICATED. THE METAL BUILDING MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY FOR CRANE LOADS WHICH EXCEED THESE ASSUMPTIONS. ALL REACTIONS SHOWN ON OUR ERECTION DRAWINGS ARE DERIVED FROM THIS DATA. TYPE OF CRANE: TOP RUNNING CRANE OPERATION: PENDANT OPERATED CRANE SERVICE CLASS: C TYPE OF END TRUCK: SINGLE END TRUCK 2 WHEELS BRIDGE SPAN :66 FT41N IMPACT FOR SINGLE CRANE: 10 % RUNWAY SPAN: 240 FT 0 IN UNBRACED LENGTH FOR RUNWAY BEAM: 30' FT 0IN RUNWAY RAIL SIZE : 40 LBSrD ALLOWABLE VERTICAL DEFLECTION : U 600 ALLOWABLE HORIZONTAL DEFLECTION : U 400 CRANE CAPACITY FOR SINGLE CRANE :4 TONS TROLLY WEIGHT FOR SINGLE CRANE :1.77 KIPS BRIDGE WEIGHT :11.61 KIPS WHEEL LOAD FOR SINGLE CRANE : 7.03 KIPS WHEELBASE FOR SINGLE CRANE : 9 FT 10 IN HOOK DISTANCE FROM CENTER OF RAIL : 1 FT 0 IN (;KANE IU: MUNUKAIL U THE INFORMATION LISTED BELOW IS ASSUMED FOR THE PURPOSE OF DESIGNING THE BUILDING, AND IS BASED ON REASONABLE LOAD CRITERIA FOR THE CRANE TYPE INDICATED. THE METAL BUILDING MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY FOR CRANE LOADS WHICH EXCEED THESE ASSUMPTIONS. ALL REACTIONS SHOWN ON OUR ERECTION DRAWINGS ARE DERIVED FROM THIS DATA. TYPE OF CRANE :MONORAIL CRANE OPERATION : PENDANT OPERATED CRANE SERVICE -CLASS : C ' TYPE OF END TRUCK :SINGLE END TRUCK 2 WHEELS IMPACT FOR SINGLE CRANE : 10 % RUNWAY,SPAN : 30 FT 0 IN UNBRACED LENGTH FOR RUNWAY BEAM : 30FT 0 IN MAX. POINT LOAD APPLIED TO FRAME : 6 KIPS ALLOWABLE VERTICAL DEFLECTION : 0 600 ALLOWABLE HORIZONTAL DEFLECTION : U 400 CRANE CAPACITY FOR SINGLE CRANE :2 TONS WHEEL SPACING: 0 FT 91N 0190►[61CT11m BASED ON REASONABLE LOAD CRITERIA FOR THE CRANE TYPE INDICATED. THE METAL BUILDING MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY FOR CRANE LOADS WHICH EXCEED THESE ASSUMPTIONS. ALL REACTIONS SHOWN ON OUR ERECTION DRAWINGS ARE DERIVED FROM THIS DATA. TYPE OF CRANE : MONORAIL CRANE OPERATION :PENDANT OPERATED CRANE SERVICE CLASS : C TYPE OF END TRUCK :SINGLE END TRUCK 2 WHEELS IMPACT FOR SINGLE CRANE :10 % RUNWAY SPAN : 45 FT 0 IN UNBRACED LENGTH FOR RUNWAY BEAM : 30 FT 0 IN MAX. POINT LOAD APPLIED TO FRAME :1.875 KIPS ALLOWABLE VERTICAL DEFLECTION : U 600 ALLOWABLE HORIZONTAL DEFLECTION U 400 CRANE CAPACITY. FOR SINGLE CRANE : 0.5 TONS WHEEL SPACING: 0 FT 9 IN RELEASE / REVISION 1 DWN: / CKD: 1 ENGR DATE ITC DAN /DAN JAL 0,DATE 019 THE INFORMATION LISTED BELOW IS ASSUMED FOR THE -PURPOSE OF DESIGNING THE BUILDING, AND IS BASED ON REASONABLE LOAD CRITERIA FOR THE CRANE TYPE INDICATED. THE METAL BUILDING MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY FOR CRANE LOADS WHICH EXCEED THESE ASSUMPTIONS. ALL REACTIONS SHOWN ON OUR ERECTION DRAWINGS ARE DERIVED FROM THIS DATA. TYPE OF CRANE :MONORAIL CRANE OPERATION : PENDANT OPERATED CRANE SERVICE CLASS : C TYPE OF END TRUCK :SINGLE END TRUCK 2 WHEELS IMPACT FOR SINGLE CRANE : 10 % RUNWAY SPAN : 30 FT 0 IN UNBRACED LENGTH FOR RUNWAY BEAM : 30 FT 0 IN MAX. POINT LOAD APPLIED TO FRAME: 3.125 KIPS ALLOWABLE VERTICAL DEFLECTION : U. 600 ALLOWABLE HORIZONTAL DEFLECTION : U 400 CRANE CAPACITY FOR SINGLE CRANE :1 TONS WHEEL SPACING: 0 FT 9 IN CRANE ID- MONORAIL D THE INFORMATION LISTED BELOW IS ASSUMED FOR THE PURPOSE OF DESIGNING THE BUILDING, AND IS BASED ON REASONABLE LOAD CRITERIA FOR THE CRANE TYPE INDICATED. THE METAL BUILDING MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY FOR CRANE LOADS WHICH EXCEED THESE ASSUMPTIONS. ALL REACTIONS SHOWN ON OUR ERECTION DRAWINGS ARE DERIVED FROM THIS DATA. TYPE OF CRANE : MONORAIL CRANE OPERATION : PENDANT OPERATED CRANE SERVICE CLASS : C TYPE OF END TRUCK :SINGLE END TRUCK 2 WHEELS IMPACT FOR SINGLE CRANE : 10 % RUNWAY SPAN : 46 FT 0 IN UNBRACED LENGTH FOR RUNWAY BEAM : 30 FT 0IN MAX. POINT LOAD APPLIED TO FRAME : 3.125 KIPS ALLOWABLE VERTICAL DEFLECTION : U 600 ALLOWABLE HORIZONTAL DEFLECTION : U 400 CRANE CAPACITY FOR SINGLE CRANE : 1 TONS WHEEL SPACING: 0 FT 91N CRANE DATA SHEET LAMINATION Pursuit Boats 3901 St. Lucie Blvd Fort Pierce, FL 34946 Richard K. Davis Construction THE INFORMATION LISTED BELOW IS ASSUMED FOR THE PURPOSE OF DESIGNING THE BUILDING, AND IS BASED ON REASONABLE LOAD CRITERIA FOR THE CRANE TYPE INDICATED. THE METAL BUILDING MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY FOR CRANE LOADS WHICH EXCEED THESE ASSUMPTIONS. ALL REACTIONS SHOWN ON OUR ERECTION DRAWINGS ARE DERIVED FROM THIS DATA. TYPE OF CRANE : MONORAIL CRANE OPERATION : PENDANT OPERATED CRANE SERVICE CLASS : C TYPE OF END TRUCK :SINGLE END TRUCK 2 WHEELS IMPACT FOR SINGLE CRANE :10 % RUNWAY SPAN : 60 FT 0 IN UNBRACED LENGTH FOR RUNWAY BEAM : 30 FT 0 IN MAX. POINT LOAD APPLIED TO FRAME : 6 KIPS ALLOWABLE VERTICAL DEFLECTION : U 600 ALLOWABLE HORIZONTAL DEFLECTION : U 400 CRANE CAPACITY FOR SINGLE CRANE :2 TONS WHEEL SPACING: 0 FT 9 IN THE INFORMATION LISTED BELOW IS ASSUMED FOR THE PURPOSE OF DESIGNING THE BUILDING, AND IS BASED ON REASONABLE LOAD CRITERIA FOR THE CRANE TYPE INDICATED. THE METAL BUILDING MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY FOR CRANE LOADS WHICH EXCEED THESE ASSUMPTIONS. ALL REACTIONS SHOWN ON OUR ERECTION DRAWINGS ARE DERIVED FROM THIS DATA. TYPE OF CRANE' :MONORAIL CRANE OPERATION : PENDANT OPERATED CRANE SERVICE CLASS : C TYPE OF END TRUCK :SINGLE END TRUCK 2 WHEELS IMPACT FOR SINGLE CRANE :10 % RUNWAY SPAN : 60 FT 0 IN UNBRACED LENGTH FOR RUNWAY BEAM :30 FT 0 IN MAX. POINT LOAD APPLIED TO FRAME :1.875 KIPS ALLOWABLE VERTICAL DEFLECTION ' : U 600 ALLOWABLE HORIZONTAL DEFLECTION : U 400 CRANE.CAPACITY FOR SINGLE CRANE :1 TONS WHEEL SPACING: 0 FT 9 IN "NOT FOR CONSTRUCTION' FOR PERMITS ONLY SOFTWARE VERSIONS JOB NUMBER: SHEET: S 19 KO 164A �C-2 ENGINEER WHOSE SEALAPPEARS ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACTURER AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED A55UCH. BM \®`�,� C E N q /!® i ®:.° �® No. 83110 STATE OF GZ CRANE ID: D1 THE INFORMATION LISTED BELOW IS ASSUMED FOR THE PURPOSE OF DESIGNING THE BUILDING, AND IS BASED ON REASONABLE LOAD CRITERIA FOR THE CRANE TYPE INDICATED. THE METAL BUILDING MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY FOR CRANE LOADS WHICH EXCEED THESE ASSUMPTIONS. ALL REACTIONS SHOWN ON OUR ERECTION DRAWINGS ARE DERIVED FROM THIS DATA TYPE OF CRANE : TOP RUNNING CRANE OPERATION : PENDANT OPERATED CRANE SERVICE CLASS : C TYPE OF END TRUCK :SINGLE END TRUCK 2 WHEELS BRIDGE SPAN .: 53 FT 61N IMPACT FOR SINGLE CRANE :10 % RUNWAY SPAN :315 FT 0 IN UNBRACED LENGTH FOR RUNWAY BEAM : 30 FT 0 IN RUNWAY RAIL SIZE : 40 LBS1D ALLOWABLE VERTICAL DEFLECTION : U 600 ALLOWABLE HORIZONTAL DEFLECTION : U 400 CRANE CAPACITY FOR SINGLE CRANE : 4 TONS TROLLY WEIGHT FOR SINGLE CRANE : 1.77 KIPS BRIDGE WEIGHT : 8.6 KIPS WHEEL LOAD FOR SINGLE CRANE : 7.03 KIPS WHEEL BASE FOR SINGLE CRANE : 7 FT 11 IN HOOK DISTANCE FROM CENTER OF RAIL :1 FT 0 IN CRANE ID: D2 THE INFORMATION LISTED BELOW IS ASSUMED FOR THE PURPOSE OF DESIGNING THE BUILDING, AND IS BASED ON REASONABLE LOAD CRITERIA FOR THE CRANE TYPE INDICATED. THE METAL BUILDING MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY FOR CRANE LOADS WHICH EXCEED THESE ASSUMPTIONS. ALL REACTIONS SHOWN ON OUR ERECTION DRAWINGS ARE DERIVED FROM THIS DATA. TYPE OF CRANE : TOP RUNNING CRANE OPERATION : PENDANT OPERATED CRANE SERVICE CLASS : C TYPE OF END TRUCK :SINGLE END TRUCK 2 WHEELS BRIDGE SPAN : 55 FT GIN IMPACT FOR SINGLE CRANE :10 % RUNWAY SPAN : 315 FT 0 IN UNBRACED LENGTH FOR RUNWAY BEAM : 30 FT 0 IN RUNWAY RAIL SIZE : 40 LBS/D ALLOWABLE VERTICAL DEFLECTION : U 600 ALLOWABLE HORIZONTAL DEFLECTION : U 400 CRANE CAPACITY FOR SINGLE CRANE :2 TONS TROLLY WEIGHT FOR SINGLE CRANE : 1.77 KIPS BRIDGE WEIGHT : 8.6 KIPS WHEEL LOAD FOR SINGLE CRANE : 7.03 KIPS WHEELBASE FOR SINGLE CRANE : 7 FT 11 IN HOOK DISTANCE FROM CENTER OF RAIL :1 FT 0 IN THE INFORMATION LISTED BELOW IS ASSUMED FOR THE PURPOSE OF DESIGNING THE BUILDING, AND IS BASED ON REASONABLE LOAD CRITERIA FOR THE CRANE TYPE INDICATED. THE METAL BUILDING MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY FOR CRANE LOADS WHICH EXCEED THESE ASSUMPTIONS. ALL REACTIONS SHOWN ON OUR ERECTION DRAWINGS ARE DERIVED FROM THIS DATA TYPE OF CRANE : TOP RUNNING CRANE OPERATION : PENDANT OPERATED CRANE SERVICE CLASS : C TYPE OF END TRUCK :SINGLE END TRUCK 2 WHEELS BRIDGE SPAN : 55 FT 0 IN IMPACT FOR SINGLE CRANE :10 % RUNWAY SPAN :315 FT 0 IN UNBRACED LENGTH FOR RUNWAY BEAM : 30 FT 0 IN RUNWAY RAIL SIZE : 40 LBS/D ALLOWABLE VERTICAL DEFLECTION : U 600 ALLOWABLE HORIZONTAL DEFLECTION : U 400 CRANE CAPACITY FOR SINGLE CRANE : 4 TONS TROLLY WEIGHT FOR SINGLE CRANE :1.77 KIPS BRIDGE WEIGHT : 0.6 KIPS WHEEL LOAD FOR SINGLE CRANE : 7.03 KIPS WHEEL BASE FOR SINGLE CRANE : 7 FT 11 IN HOOK DISTANCE FROM CENTER OF RAIL :1 FT 0 IN CRANE ID: E1 THE INFORMATION LISTED BELOW IS ASSUMED FOR THE PURPOSE OF DESIGNING THE BUILDING, AND IS BASED ON REASONABLE LOAD CRITERIA FOR THE CRANE TYPE INDICATED. THE METAL BUILDING MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY FOR CRANE LOADS WHICH EXCEED THESE ASSUMPTIONS. ALL REACTIONS SHOWN ON OUR ERECTION DRAWINGS ARE DERIVED FROM THIS DATA. TYPE OF CRANE : TOP RUNNING CRANE OPERATION : PENDANT OPERATED CRANE SERVICE CLASS : C TYPE OF END TRUCK :SINGLE END TRUCK 2 WHEELS BRIDGE SPAN : 53 FT 6 IN IMPACT FOR SINGLE CRANE : 10 % RUNWAY SPAN : 315 FT 0 IN UNBRACED LENGTH FOR RUNWAY BEAM : 30 FT 0 IN RUNWAY RAIL SIZE : 40 LBS/D ALLOWABLE VERTICAL DEFLECTION : U 600 ALLOWABLE HORIZONTAL DEFLECTION : U 400 CRANE CAPACITY FOR SINGLE CRANE : 10 TONS TROLLY WEIGHT FOR SINGLE CRANE :1.77 KIPS BRIDGE WEIGHT : 11.486 KIPS WHEEL LOAD FOR SINGLE CRANE : 12.444 KIPS WHEEL BASE FOR SINGLE CRANE : 7 FT 11 IN HOOK DISTANCE FROM CENTER OF RAIL : 1 FT 0 IN CRANE DATA SHEET ASSEMBLY Pursuit Boats 3901 St. Lucie Blvd Fort Pierce, FL 34946 Richard K. Davis Construction INO I RELEASE / REVISION I DWN: / CKD: I ENGR I DATE INO I RELEASE / REVISION I DWN: / CKD: I ENGR I DATE I DAN / DAN THE INFORMATION LISTED BELOW IS ASSUMED FOR THE PURPOSE OF DESIGNING THE BUILDING, AND IS BASED ON REASONABLE LOAD CRITERIA FOR THE CRANE TYPE INDICATED. THE METAL BUILDING MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY FOR CRANE LOADS WHICH EXCEED THESE ASSUMPTIONS. ALL REACTIONS SHOWN ON OUR ERECTION DRAWINGS ARE DERIVED FROM THI&DATA. TYPE OF CRANE : TOP RUNNING CRANE OPERATION : PENDANT OPERATED CRANE SERVICE CLASS : C TYPE OF END TRUCK :SINGLE END TRUCK 2 WHEELS BRIDGE SPAN : 53 FT 6 IN IMPACT FOR SINGLE CRANE :10 % RUNWAY SPAN :315 FT 0 IN UNBRACED LENGTH FOR RUNWAY BEAM : 30 FT 0 IN RUNWAY RAIL SIZE : 40 LBSYD ALLOWABLE VERTICAL DEFLECTION : U 600 ALLOWABLE HORIZONTAL DEFLECTION : U 400 CRANE CAPACITY FOR SINGLE CRANE :2 TONS TROLLY WEIGHT FOR SINGLE CRANE : 1.77 KIPS BRIDGE WEIGHT : 8.6 KIPS WHEEL LOAD FOR SINGLE CRANE : 7.03 KIPS WHEEL BASE FOR SINGLE CRANE : 7 FT 11 IN HOOK DISTANCE FROM CENTER OF RAIL :1 FT 0 IN LL THE INFORMATION LISTED BELOW IS ASSUMED FOR THE PURPOSE OF DESIGNING THE BUILDING, AND IS BASED ON REASONABLE LOAD CRITERIA FOR THE CRANE TYPE INDICATED. THE METAL BUILDING MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY FOR CRANE LOADS WHICH EXCEED THESE ASSUMPTIONS. ALL REACTIONS SHOWN ON OUR ERECTION DRAWINGS ARE DERIVED FROM THIS DATA. TYPE OF CRANE : TOP RUNNING CRANE OPERATION : PENDANT OPERATED CRANE SERVICE CLASS C TYPE OF END TRUCK : SINGLE END TRUCK 2 WHEELS BRIDGE SPAN : 55 FT 0 IN IMPACT FOR SINGLE CRANE :10 % RUNWAY SPAN :315 FT 0 IN UNBRACED LENGTH FOR RUNWAY BEAM : 30 FT 0 IN RUNWAY RAIL SIZE : 40 LBSlD ALLOWABLE VERTICAL DEFLECTION : U 600 ALLOWABLE HORIZONTAL DEFLECTION : U 400 CRANE CAPACITY FOR SINGLE CRANE :10 TONS TROLLY WEIGHT FOR SINGLE CRANE : 1.77 KIPS BRIDGE WEIGHT :11.486 KIPS WHEEL LOAD FOR SINGLE CRANE : 12.444 KIPS WHEEL BASE FOR SINGLE CRANE : 7 FT 11 IN HOOK DISTANCE FROM CENTER OF RAIL :1 FT 0 IN "NOT FOR CONSTRUCTION*'F DRAWING STATUS: FOR PERMITS ONLY SOFTWARE VERSIONS BIM: v22 JOB NUMBER: TjSHEE�T:-S19KO164A THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEALAPPEARS ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACTURER AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. e L;KANt IU: IVIUIVUKAIL t THE INFORMATION LISTED BELOW IS ASSUMED FOR THE PURPOSE OF DESIGNING THE BUILDING, AND IS BASED ON REASONABLE LOAD CRITERIA FOR THE CRANE TYPE INDICATED. THE METAL BUILDING MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY FOR CRANE LOADS WHICH EXCEED THESE ASSUMPTIONS. ALL REACTIONS SHOWN ON OUR ERECTION DRAWINGS ARE DERIVED FROM THIS DATA. TYPE OF CRANE : MONORAIL CRANE OPERATION : PENDANT OPERATED CRANE SERVICE CLASS : C TYPE OF END TRUCK : SINGLE END TRUCK 2 WHEELS IMPACT FOR SINGLE CRANE :10 % RUNWAY SPAN : 60 FT 0 IN UNBRACED LENGTH FOR RUNWAY BEAM : 30 FT 0 IN MAX. POINT LOAD APPLIED TO FRAME : 6 KIPS ALLOWABLE VERTICAL DEFLECTION : U 600 ALLOWABLE HORIZONTAL DEFLECTION : U 400 CRANE CAPACITY FOR SINGLE CRANE : 2 TONS WHEEL SPACING: 0 FT 9 IN RELEASE / REVISION FOR PERMITS OWN: / CKD: I ENGR DATE DAN / DAN JAL 06/20/2019 UKANL IU: MUNUKAIL F THE INFORMATION LISTED BELOW IS ASSUMED FOR THE PURPOSE OF DESIGNING THE BUILDING, AND IS BASED ON REASONABLE LOAD CRITERIA FOR THE CRANE TYPE INDICATED. THE METAL BUILDING MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY FOR CRANE LOADS WHICH EXCEED THESE ASSUMPTIONS. ALL REACTIONS SHOWN ON OUR ERECTION DRAWINGS ARE DERIVED FROM THIS DATA. TYPE OF CRANE : MONORAIL CRANE OPERATION : PENDANT OPERATED CRANE SERVICE CLASS : C TYPE OF END TRUCK :SINGLE END TRUCK 2 WHEELS IMPACT FOR SINGLE CRANE :10 % RUNWAY SPAN : 60 FT 0 IN UNBRACED LENGTH FOR RUNWAY BEAM : 30 FT 0 IN MAX. POINT LOAD APPLIED TO FRAME :1.875 KIPS ALLOWABLE VERTICAL DEFLECTION : U 600 ALLOWABLE HORIZONTAL DEFLECTION : U 400 CRANE CAPACITY FOR SINGLE CRANE : 0.5 TONS WHEEL SPACING: 0 FT 9IN CRANE DATA SHEET ASSEMBLY (CONT'D) Pursuit Boats 3901 St. Lucie Blvd Fort Pierce, FL 34946 Richard K. Davis Construction THE INFORMATION LISTED BELOW IS ASSUMED FOR THE PURPOSE OF DESIGNING THE BUILDING, AND IS BASED ON REASONABLE LOAD CRITERIA FOR THE CRANE TYPE INDICATED. THE METAL BUILDING MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY FOR CRANE LOADS WHICH EXCEED THESE ASSUMPTIONS. ALL REACTIONS SHOWN ON OUR ERECTION DRAWINGS ARE DERIVED FROM THIS DATA. TYPE OF CRANE : MONORAIL CRANE OPERATION : PENDANT OPERATED CRANE SERVICE CLASS : C TYPE OF END TRUCK :SINGLE END TRUCK 2 WHEELS IMPACT FOR SINGLE CRANE :10 % RUNWAY SPAN : 60 FT 0 IN UNBRACED LENGTH FOR RUNWAY BEAM : 30 FT 0 IN MAX.POINT LOAD APPLIED TO FRAME :1.875 KIPS ALLOWABLE VERTICAL DEFLECTION : U 600 ALLOWABLE HORIZONTAL DEFLECTION : U 400 CRANE CAPACITY FOR SINGLE CRANE : 0.5 TONS WHEEL SPACING: 0 FT 9 IN **NOT FOR CONSTRUCTION*'t DRAWING STATUS: FOR PERMITS ONLY SOFTWARE VERSIONS BIM: v22.2 JOB NUMBER: SHEET: S 19 KO 164A C-4 ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACTURER AND DOES NOT SERVE AS OR REPRESENTTHE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. \\O W 11111 /N�i Qo%TIN Ro'& .d ,y No. 83110 r STATE OF STRUCTURALSTEELCOLORS PRIMARY: GP SECONDARY: GZ ROOF PANELS TYPE: S3P GAGE: 24 COLOR GM WEATHERTIGHTNESS WARRANTY: NO UL 90 CERTIFICATION: YES FACTORY MUTUAL CERTIFICATION: NO ROOF INSULATION ,ip(PE: SINGLE BYABC: NO THK OVER PURUN: 9117 (3', 4', OR 6- ONLY) BEARING PLATE: NO THERMAL BLOCK: YES BYABC?: YES FACING TYPE NA FACING COLOR: NA v STARTER ROLL WIDTH: NA TYPICAL ROLL WIDTH: NA SPACER STRIP: (LOCSEAM OR STANDING SEAM W/O INSULATION) ROOF LINE TRIM FSW EAVE: OS GUTTER COLOR TBK ICEANDSNOW: NO RIDGEFLASHING: EXPANSION DOWNSPOUT CONDITION: PRESS BROKE COLOR: TBK BSW EAVE: OS GUTTER COLOR: TBK ICEANDSNOW: NO LEW RAKE: UNIVERSAL COLOR: TBK REW RAKE: UNIVERSAL COLOR TBK ROOF FRAMED OPENINGS WIDTH I LENGTH I QUANTITY I WEIGHT I ROOF CURB REFERENCE ROOF ELEVATION FOR SIZES AND LOCATIONS OF ALL ROOF TOP FRAMED OPENINGS SIZES OF ROOF CURBS ARE INSIDE TO INSIDE DIMENSION AS UNDERSTOOD BY AMERICAN BUILDINGS COMPANY. DO NOT CUT PURUNS UNLESS SPECIFIED BY CERTIFIED ENGINEER MAX LOAD FOR STANDARD ROOF CURB FRAMING IS 30008. THE MAGNITUDE AND LOCATION OF ALL LOADS SUPPORTED BY ROOF CURB MUST BE CLEARLY. SPECIFIED IN THE ORDER DOCUMENTS. ROOF TRANSLUCENT PANELS I INTEGRATED PRISMATIC SKYLIGHTS PLANE INSULATED QUANTITY CENTERED BAY NO. WA PLANE SIZE COLOR QUANTITY CENTERED BAY NO. WA ROOF VENTS TYPE QUANTITY RUN TYPE COLOR WA PIPE JACKS SIZE QUANTITY WA WALL PANELS TYPE: L3P GAGE: 26 COLOR: TBK WALL CORNER TRIM COLOR TBK BASE TRIM CONDITION TYPE: CHANNELW/TRIM COLOR TBK WALL INSULATION TYPE: SINGLE THK OVER GIRT: 6' IT, 4', OR 6- ONLY) FACING TYPE NA STARTER ROLL WIDTH: NA BYABC: NO FACINGCOLOR NA TYPICAL ROLL WIDTH: NA WALL FRAMED OPENINGS WALL ID I WIDTH I HEIGHT I QUANTIFY I SILL HT I COVER TRIM F.O TRIM COLOR LEW BSW 12'-0 12'-0 3 YES TBK 101-0 12'-0 3 YES TBK 2VA 2'-0 2 4'-6 YES TBK 54 2'S 2 4'-6 YES TBK WALL LINER PANEL INFORMATION CORNER AND FRAMING LINER TRIM PROVIDED BY ABC; CAP WALL ID I LOCATION HEIGHT LINEAL FT CAP TRIM PANEL INFORMATION TRIM NOT INCLUDED UNLESS NOTED. LOCATION IS FROM LEW THE LEFT STEEL WALL FULL 88-0 YES L3P26TBS 80'-0 8'-0 160'-0 1 YES I L3P26TBS BSW 0'-0 FULL 120'-0 YES L3P26 TBS 0'-0 223'-1 196'-11 YES L3P26 TBS 0'-0 EI FULL 120'-0 YES L3P26TBS CEILING LINER PANEL INFORMATION PARTITION WALL I DRAFT CURTAIN WALL ID DIRECTION LOCATION LENGTH PANEL INFORMATION A LONGITUDINAL 160'-0 FULL L3P26 TBS B TRANSVERSE 120'-0 80, L3P26 TBS 0 TRANSVERSE 196-5 BY-0 L3P26 TBS LOCATION ON A LONGITUDINAL WALL IS FROM FSW. LOCATION ON A TRANSVERSE WALL IS FROM THE LEW. QUANTITY SIZE TYPE SWING COLOR GLASS LOCKSET CLOSER WA PA,STD= PRE -ASSEMBLED STANDARD STD= STANDARD (SOLID) PA,PREM= PRE -ASSEMBLED PREMIUM VU=VISION LIGHT (INSULATED) PA,WR= PRE -ASSEMBLED WIND RATED VLT=VISION LIGHT (UN -INSULATED) KD,STD= KNOCKDOWN STANDARD VLGL=VISION LIGHT (LAMINATED GLASS PA) KD,PREM- KNOCKDOWN PREMIUM HGI=HALF GLASS (INSULATED) KD,WR= KNOCKDOWN WIND RATED HGT= HALF GLASS (UN -INSULATED) RHO -RIGHT HAND OUT HGLG=HALF GLASS (LAMINATED GLASS PA) RHI=WGHT HAND IN . NGI=NARROW GLASS (INSULATED) LHO=LEFT HAND OUT NGT= NARROW GLASS (UN -INSULATED) LHI=LEFr HAND IN NGLG44PMOW GLASS (LAMINATED GLASS PA) NO RELEASE 1 REVISION DWN: INp RELEASE REVISION DWN: I CKD�ENGR I DATE 1 REVISION I DWN: I CKDIENGRIDATE�I DATEINO RELEASE I REVISION I CKDIENGRIDATEE �OR PERMITS DAN I DAN JAL 06120/2019PERMITS DAN I DAN JAL 06120/2019 WINDOWS WALL LITES WALL ID PROFILE LENGTH BAND BAND AT EAVE BAND LENGTH OUANTffY SILL HT LEW WA REW WA FSW WA BSW WA CANOPY WALL ID TYPE PROJECTION CLEAR NT LOCATION SOFFIT PANEL FACE PANEL INSULATION LEW WA REW WA FSW WA BSW BELOW EAVE I 1O-0 15'-0 1 V-0 INA NA NO LOCATION IS FROM LEFT STEEL LINE (LEFT CORNER) OF WALL CANOPY IS LOCATED ON. FASCIA WALL ID TYPE PROJECTION CLEAR HT LINEAL FEET FACE PANEL BACK PANEL SOFFIT PANEL LEW WA REW WA FEW WA BSW RAKEI EAVE EXTENSIONS (OVERHANG) WALL 10 1 TYPE PROJECTION LINEAL FT SOFFIT PANEL INSULATION LEVY WA REW WA FSW WA BSW WA PARAPET WALL WALL ID TYPE LOC. LIFT S.L. LINEAL FT TOP OF PARAPET I BACK PANEL LEW WA REW WA FSW WA BSW WA Pursuit Boats 3901 SL Lucie Blvd Fort Pierce, FL 34946 Richard K. Davis Construction *NOT FOR CONSTRUCTI DRAWING STATUS: FOR PERMITS ONLY SOFTWARE VERSIONS JOB NUMBER: SHEET: S19KO164A �C-5 SPECIAL NOTES WA MISCELLANEOUS MATERIAL WA LAMINATION ABC STANDARD COLOR CODES FRAMING COLORS SILICON POLYESTER (SP) FINISH (25 yr wty) RP =RED AS = AZTEC BLUE PW = POLAR WHITE GP GRAY BR - BRICK RED SB = SAGEBRUSH TAN GZ=GALVANIZED BS = BURNISHED SLATE SS = SAND STONE BK=NO PAINT FG=FOX GRAY TBB=TOBESELECTED MISC FINISH (25 yr wty) HG = HUNTERGREEN GM = GALVALUME (ALCT) PVDF FINISHES (35 yr wry) AY = GALVALUME PLUS (AYCT) OB =DARK BRONZE SU = BURRY BEIGE WALK DOORSIWINDOWS EG = EVERGREEN TC = TERRACOTTA BLK=BLACK RO = ROYAL BLUE RW = REGAL WHITE WW = WARM WHITE TBK = TO BE SELECTED WHT=WHITE SG = SLATE GRAY BZ=BRONZE ' a�\\aa��®' � -Fa I C �� �`*t� ��✓ter i � D THE REGISTERED PROFESSIONAL / 831, + ENGINEER WHOSE SEALAPPEARS ONTHESE DRAWINGS 6 EMPLOYED ® 0✓;H '� r - r sr BY THE MANUFACTURER AND DOES NOT SERVEAS ORREPRESENT THE PROJECT + S A%•� EN GINEEROF RECORDANDSHALL ++ Op y NOT BE CONSIDERED AS SUCH. �j/F;1�®•<0RlnA ERICAN BUILDING ///1e 1 I 1W, \\� ` Q IaYal ! STRUCTURAL STEEL COLORS WALL INSULATION WINDOWS SPECIAL NOTES PRIMARY: GP SECONDARY: GZ TYPE: SINGLE BYABC: NO THKOVERGIRT: 6' (3',4-, OR6.ONLY) FACING TYPE: NA FACING COLOR: NA STARTER ROLL WIDTH: NA TYPICAL ROLL WIDTH: NA SIZE QUANTITY I COLOR WINDOW ELEVATION WA ROOF PANELS TYPE: S3P GAGE 24 COLOR GM WEATHERTIGHTNESS WARRANTY: NO UL 90 CERTIFICATION: YES WALL FRAMED OPENINGS FACTORY MUTUAL CERTIFICATION: NO WALL III I WIDTH HEIGHT QUANTITY I SILL HT I COVER TRIM I F.O TROd COLOR ROOF INSULATION 'TYPE: SINGLE BYABC: NO THK. OVER PURLIN: 9112' IT, 4'. OR 6- ONLY) BEARING PLATE: NO THERMAL BLOCK: YES BYABC?: YES VFACING TYPE: NA FACING COLOR: NA STARTER ROLL WIDTH: NA TYPICAL ROLL WIDTH: NA SPACER STRIP: (LOCSEAM OR STANDING SEAM WIO INSULATION) ROOF LINE TRIM MISCELLANEOUS MATERIAL WALL LITES WA WALLID PROFILE LENGTH BAND BAND AT EAVE BAND LENGTH QUANTITY SILL HT LEW WA REW WA FSW WA FSW SAVE: OS GUTTER COLOR TBK ICEANDSNOW: NO FSW 12'-0 16'-0 5 YES TEX SSW . RIDGE FLASHING: EXPANSION V-8 Y8 4'-83r8 7 1Z-8 112 YES TBK WA DOWNSPOUT CONDITION: PRESS BROKE COLOR: TBK BSW EAVE: OS GUTTER COLOR: TBK ICEAND SNOW: NO LEW RAKE: UNIVERSAL COLOR: TBK REW RAKE: UNIVERSAL COLOR: TBK BSW 12'-0 YES TBK L:ANUYT 14'-0 YES TBK WALL ID TYPE PROJECTION CLEARHT LOCATION SOFFITPANEL FACE PANEL INSULATION ROOF FRAMED OPENINGS4'S WIDTH I LENGTH I QUANTITY WEIGHT ROOF CURB q4� YESTBKLEW 318 17$112 YES TBK WA REIN IWA REFERENCE ROOF ELEVATION FOR SIZES AND LOCATIONS OF ALL ROOF TOP FRAMED OPENINGS FRAMINGC; CAPINER WALL LINER PANEL INFORMATION TRIMPCORNER PROVIDED TRIM PROVIDED BYABC: CAP WALL ID LOCATION HEIGHT LINEAL FT CAP TRIM PANEL INFORMATION TwMNOTINCLUOEDUNLE SS NOTED. LOCATION IS FROM LEW NA THE LEFT STEEL WALL FSW WA BSW BELOW EAVE 10-0 15-0 1 0'-0 NA NA NO 801-0 8'-0 160'-0 YES L3P26 TBS LOCATION IS FROM LEFT STEEL LINE (LEFT CORNER) OF WALL CANOPY IS LOCATED ON. SIZES OF ROOF CURBS ARE INSIDE TO INSIDE DIMENSION AS UNDERSTOOD BYAMERICAN BUILDINGS COMPANY. DO NOT CUT PURUNS UNLESS SPECIFIED BY CERTIFIED ENGINEER. REW WA " MAX LOAD FOR STANDARD ROOF CURB FRAMING IS 3DOD8. FASCIA ' THE MAGNITUDE AND LOCATION OF ALL LOADS SUPPORTED BY ROOF CUMENT . MUST BE CLEARLY SPECIFIED INTHE ORDER D DOCUMENTS FSW NA WALLID TYPE PROJECTION CLEAR HT LINEAL FEET FACE PANEL BACK PANEL SOFFIT PANEL LEW ROOF TRANSLUCENT PANELS I INTEGRATED PRISMATIC SKYLIGHTS WA REIN PLANE INSULATED QUANTITY CENTERED BAY NO. CENTERED BAY NO. TYPE QUANTITY RUN TYPE COLOR WALL ID DIRECTION LOCATION LENGTH PANEL INFORMATION E LONGITUDINAL 120'-0 801-0 L3P26 TBS F TRANSVERSE 250'-0 601-0 L3P26 TB5 (Yf35 wly) _ RP=RED AB=AZTEC BLUE PW=POLAR WHITE LEW GP=GRAY BR =BRICK RED SB = SAGEBRUSHTAN N/A WA GZ=GALVANIZED BB =BURNISHED SLATE SS SANDSTONE BK=NO PAINT FG =FOX GRAY TB5=70 BE SELECTED REIN MISC FINISH (25 yr wly) HG =HUNTER GREEN WA GM = GALVALUME (ALCT) PVDF FINISHES AY=GALVALUME PLUS (AYCT) LOCATION ONALONGRUDINALWALL IS FROM FSW. FSW DB=DARK BRONZE SU=BURRY BEIGE LOCATION ON A TRANSVERSE WALL IS FROM THE LEW. WA WALK DOORSIWINDOWS EG=EVERGREEN TC = TTC JA1iAJ QUANTITY SIZE TYPE SWING COLOR GLASS LOCKSET CLOSER SIZE QUANTITY WA PARAPET WALL WALL ID TYPE LOC. LFT S.L. LINEAL FT TOP OF PARAPETrip ` wq PA,STD=PRE-ASSEMBLED STANDARD STD=STANDARD (SOLID) REIN IWA I I I I �\\`�®'�{i Br' "r!'T J�'p�F WALL PANELS PAPREM=PRE-ASSEMBLED PREMIUM VU=VISION LIGHT (INSULATED) WA��1 C® �,C� PA,WR=PRE-ASSEMBLED WIND RATED VLT=VISION UGH? (UN -INSULATED) TYPE: L3P GAGE: 26 COLOR: TBK KD,STD=KNOCKDOWN STANDARD VLGL=VISION LIGHT (LAMINATED GLASS PA) FSW \ � • /L� KD,PREM=KNOCKDOWN PREMIUM HGI*IALF GLASS (INSULATED) �1/ WALL CORNER TRIM COLOR: TBK KO,WR=KNOCKDOWN WIND RATED HGT=HALFGLASS (UN -INSULATED) WA THE REGISTERED PROFESSIONAL ` a O' 83Fq pp HGLG-HALF GLASS (LAMINATED GLASS PA) BSW ENGINEER WHOSESFALAPPFARS O RHO=RIGHT HAND OUT BASE TRIM CONDITION RHkRIGHTHAND IN NGI=NARROWGLASS (INSULATED) ONTHESE DRAWINGS BEMPLOYED LHO=LEFTHAND OUT NGT=WLRROW GLASS (UN -INSULATED) WA BY THE MANUFACTURER TYPE: CHANNEL WI TRIM COLOR TBK ORREPRESENT THE PROJECT LHI=LEFT HAND IN NGLG=NARROW GLASS (LAMINATED GLASS PA) AND GOES NOT SERVEAS s� p **NOT FOR CONSTRUCTION** OTIRBECONSIDEDASASUQI. LL � OF DRAWING STATUS: p C° Pursuit Boats®� R��A,',� � �\ 3901SLLudeBlvd FOR PERMITS ONLY h4� E i��`,��� Fort Pierce, FL 34946 SOFTWARE VERSIONS BIM: v22.2 CAN BUILDING !!%/rl Richard K. Davis Construction JOB NUMBER: SHEET: NO RELEASE /REVISION OWN: I CKD: ENGR DATE NO RELEASE/ REVISION OWN: I CKD: ENGR DATE S 19 K0164A C-6 0 FOR PERMITS DAN I DAN JAL 0612012019 ANCHOR BOLT PLAN BP01—A 1 " AB, 1/2- PLATE, 3" PROJ. BP02—A 1 " AB, 1/2" PLATE, 3" PROJ. 1 BP03—A 1/2- AB, 1 " PLATE, 3" PROJ. BP04—A 1 1/2- AB, 1 "- PLATE, 3" PROJ. BP05—A 1 1/2- AB, 3/4" PLATE, 3" PROJ. 1.THE SPECIFIED ANCHOR ROD ERALNOTES ASSUMES F1554 GRADE 36 UNLESS NOTED OTHERWISE ANCHOR ROD MATERIAL OF EQUAL DIAMETER MEETING OR EXCEMING THE NGS MANY BE UTLL�IIm AT� DISCRETION OF THE FFOUNNTHESE DATION 1 2'-3 2 1 8 2 2 2 STEEL LINE 10 3 3 STEEL LINE 1 I 1 1 DESIGN ENGINEER. ANCHOR ROD EMBEDMENT LENGTH SHALL 92. 92 cq BE DETERMINED BY THE FOUNDATION DESIGN ENGINEER. 92 I_ ^1 _ 2.AMERICAN BUILDINGS COMPANY IS NOT RESPONSIBLE FOR PROJECT FOUNDATION DESIGN. THE FOUNDATION DESIGN IS THE RESPONSIBILITY OF A REGISTERED PROFESSIONAL ENGINEER. WITH LOCAL 4 1 + + 4 l `t' I y l 4 l -(}} Lo i" In S RANCCONDITIOR R RODSLIAR. 3.ALL ANCHOR RODS, FLAT WASHERS FOR ANCHOR RODS, EXPANSION BOLTS, AS WELL AS ALL CONCRETE/NASONrif EMBED PLATES ARE NOT BY AMERICAN BUILDINGS COMPANY. DRAWING 15 NOT TO SCALE. � 1 5 5 I 6 6 I 6 4.ri1S TT 4 �N i i 4 �a I ! &FINISHED FLOOR ELEVATION - 1OW-O' UNLESS NOTED OTHERWISE l I 3 3 10 B.'SINGLEr CEE COLUMNS SHALT. BE ORIENTED WITH THE 'NOES' TOWARD THE Low EWE UNLESS NOTED OTHERWISE. 2 2 22 92 1 STEEL LINE 3 3 10 92 I 8 2'-3 2 ABNOTE Ir BP10—A BP11—A BP06—A BP07—A BP08—A BP09—A 1 1/2" AB, 3/4" PLATE, 3" PROJ. 1" AB, 1/2" PLATE, 3" PROJ. 1" AB, 1/2" PLATE, 3" PROJ. 1" AB, 3/4" PLATE, 3" PROJ. 1" AB, 3/4" PLATE, 3" PROJ. 1" AB, 3/4" PLATE, 3" PROJ. 10 3 3 STEEL LINE 10 L 22 10 L 22 22 STEEL LINE 10 22 92 1 22 I-04 92 1 22 4 I m 7 w 4 1 6 1 5 1 5 1 2 - - 22 I 5 1 5 + + 4 �a I i 4 .-a I m1 7 Q w i 4 -N I 92 1 1 1 22 10 22 92 1 1 1 22 10 22 BP16-A wk 92 1 STEEL LINE BP17—A w 1 STEEL LINE STEEL LINE BP12—A BP13—A BP14—A BP15—A 1" AB, 1/2" PLATE, 3" PROJ. 1" AB, 1/2" PLATE, 3" PROJ. 1" AB, 3/4" PLATE, 3" PROJ. 1 1/2" AB, 1" PLATE, 3" PROJ. 1" AB, 3/4" PLATE, 3" PROJ. 3/4" AB, 3/8" PLATE, 3" PROJ. C STEEL LINE 1 2'-32 �a j 8 1 1 2 22 m m 10 10 3 21 8 2 2 2 1'-44 92 32 3 �2 22 3- N _ r r I? y m 53 a 8 m 85 Q LLI1 8 52 I Q tLLI o _N Ur) — - _ I[7 -� -w _ w -vr — 2 - cn - - - I _ Ih 22 22 m r- 3 3 m m 11} r 52 ¢ r _a r z 22 22 mQ' j 2'-32 58 Q vwi 88 Q w m W 2'-32 1 m 1'-1 STEEL LINE I T — - BP18—A BP19—A BP20—A(0'-6" B.F.F) BP21—A (0'-6" B.F.F.) 1" AB, 1/2" PLATE, 3" PROJ. 3/4" AB, 3/8" PLATE, 3" PROJ. 3/4" AB, 1/2" PLATE, 3" PROJ. 3/4" AB, 1/2" PLATE, 3" PROJ. 8 STEEL LINE 12 SEE AS-1 SEE AB-1 " 22 22 °' 1 5 5 1 STEEL m 7 I I w En 1 M - 1 I I NE 4 Ii �2 - - M 5 22 _ I 1 5 %`, 7 Ii1 1 12 8 12 4 STEEL I 1 DRAWING STATUS: FOR CONSTRUCTION THE REGISTERED PROFESSIONALO. ENGINEER WHOSE SAL APPEARS BON THESE DRAWINGS YTHE MANU ACFUREREMPLOYED AND DOESNOTSERVEASOR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDEREDAS SUCH. - r V yy r! 0 F j SEATr on 0 ` Or / RIDP, ,,�' ��� ^�® - - 1 1 5 5 1 LINE SEE AB-1 SEE AB-1 12 PURSUIT BOATS ST. CKD: DAN ENGR DATE JSL 06/14/2019 3901 LUCIE BLVD E, FL 34946 RIOCRHARD KCDAVIS CONSTRUCTION SOFTWARE VERSIONS JOB NUMBER: S 19KO 164AO BIM: v22.2 SHEET: ERICAN BUILDING AB-2 M e M F! A , v ,r��` I�!`e E7� �i' �1 `\\\�` % NO RELEASE / REVISION DWN:1 CKD: ENGR DATE NO RELEASE I REVISION DWN:1 DAN I 1 REVISED FOR CONSTRUCTION DAN / DAN JSL 07101/2019 0 FOR CONSTRUCTION Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q 3Nn Zi.31S 20'-0• 30'-0' 3D'-D• 30'-0• 30'-0' 3D•-0• 30'-0• 30'-0• 30•-0• 30'-0' 25•-0' 20'-0' 25'-0' 20•--0• 25-0• 20'-0• zs•--0' 3Nn n;IS �7�{{ L� 2'-3 1/2• 8'-B• 12'-8• 8'-6• e'-e• 12'-8' 8'-8• a'-8' 12•-8• a'-09 '-s• 12'-0• '-11' 6•-8' 12'-B' '-e• 1•-1 1/2' W BRACED BAY BRACED BAY BRACED BAY I m ® I mI I e I m4, �m mi o: ggm I g I I e[DEC mo $• do .20 ` m I mj I m� $ L.elegy a m bT Q I m m I I m I I �o I m I m I �-m I I I �o I I I �o� I I $ sl, I pp I I 1 I I I I I I I 1 I I 1 I 1 N I I I I q I 1 1 1 I I I I I I I 1 I R m m l o o I m e4 m I o I m b I m o f m o I 0 I m o I m o f m o m I o m m gib e 4 I ZQ I I 1 I I I I I I 1 I I I I 1 I n iV I I I I I I I I I I I I I I I I I m plp I I I I I• q � m ^ \% Y-e• Q � I I > I I I I I I I I I I I I I I I ��� a a 1 i 1 d II a I d I a I a I a I a I d I a I 1 I I a, I I m m m mmN m� r — q I N I I I 1 1 I I I I I I I I I q I m V I I I I 1 � I �� I m I I m I m I I I m I m I Q 3-8• m4 1 I S m• I I I I me I °w I I I I I I I I I gm 4 BRACED BAY BRACED BAY BRACED BAY 2'-3 1/2-44- 18'-0•1 12'-9' I 9•-4• I I 13'-a• 14'--B'6• 1 a•-B• V-1 1/2• - 0 i I I LAMINATION I I I I 11 I I 119 ANCHOR BOLT PLAN `0 \\� ®`��"�®��� •°�%�'// BOTTOM AT FIN. OF BASE PLATE ELEVATION IS FLR. UNLESS OTHERWISE NOTED (ASSEMBLY BLDG) THE REGISTERED PROFESSIONAL ENGINEER WA •"" `°°® P Pi ,� ep NO. 83110 ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACTURER r p - AN DDOESNOTSERVEAS ORREPRESENFTHEPROIECT ENGINEER OF RECORDAND SHALL NOTBE s p e e •° STATE OF e �! /°°� \ PURSUIT BOATS FORT PIERCE, EBLVD DRAWING STATUS:�++ 3RUCTION NCONSTRUCTION 0FL34946 SOFTWARE BIM. v22.2 CONSIDEREDAS SUCH. AMMCAN BUILDING •e'� ®// `. < O R ID �', • �� \\� JOB NUMBER: SHEET: NO RELEASE REVISION DWN:ICKD: ENGR DATE NO RELEASE I REVISION DWN:ICKD: ENGR DATE RICHARD K. DAVIS CONSTRUCTION S19K0164A0 AB-3 MBMA 1 REVISED FOR CONSTRUCTION DAN / DAN JSL 07/0112019 0 FOR CONSTRUCTION DAN I DAN JSL 06/14/2019 p p GENERAL NOTES 1.THE SPECIFIED ANCHOR ROD DIAMETER ASSUMES F1554 GRADE 36 UNLESS NOTED OTHERWISE. ANCHOR ROD MATERIAL OF EQUAL DIAMETER MEETING OR EXCEEDING THE STRENGTH REQUIREMENTS SET FORTH ON THESE DRAWINGS MAY BE UTILIZED AT THE DISCRETION OF THE FOUNDATION DESIGN ENGINEER. ANCHOR ROD EMBEDMENT LENGTH SHALL BE DETERMINED BY THE FOUNDATION DESIGN ENGINEER. 2.AMERICAN BUILDINGS COMPANY IS NOT RESPONSIBLE FOR PROJECT FOUNDATION DESIGN. THE FOUNDATION DESIGN IS THE RESPONSIBILITY OF A REGISTERED PROFESSIONAL ENGINEER, FAMILIAR WITH LOCAL SITE CONDITIONS. 3.ALL ANCHOR RODS, FLAT WASHERS FOR ANCHOR RODS, 'EXPANSION BOLTS, AS WELL AS ALL CONCRETE/MASONRY - BASED PLATES ARE NOT BY AMERICAN BUILDINGS COMPANY. 4.THIS DRAWING IS NOT TO SCALE. & FINISHED FLOOR ELEVATION - 100'-0' UNLESS NOTED OTHERWISE. 6.'SINGLE' CEE COLUMNS SHALL BE ORIENTED WITH THE 'TOES' TOWARD THE LOW EAVE UNLESS NOTED OTHERWISE. BP06-B 1 " AB, 3/4" PLATE, 3" PROJ. w 12 12 z J Ld I I I w W Il - T P7 I 2'-32 rn BP12-B 3/4" AB, 1/2" PLATE, 3" PROJ 8 12 - J �12 3 32 BP01-B 3/4" AB, 1/2" PLATE, 3" PROJ. 11 12 w J I I w W W 1— N M M I BLDG LINE BP07-B 1 1/2" AB, 5/8" PLATE, 3" PROJ STEEL LINE N 03 3J L 3 12 BP13-B (0'-6" B.F.F.) 3/4" AB, 1/2" PLATE, 3" PROJ 1 5 5 Ll 12 BP02-B 3/4" AB, 1/2" PLATE, 3" PROJ. 1'-1 W z J W LLI V) BP08-B 1 1 /4" AB, 1 " PLATE, 3" PROJ. 8 Al 22 F22 I 00 N I I w W N 0D En 00 ON! I m Q w w Xn BP14-B 0'-6" B.F.F.i 3/4" AB, 1/2" PLATE, 3" PROJ. L 1 5 5 1 j .STEEL LINE BP03-B 3/4" AB, 1/2" PLATE, 3" PROJ. STEEL LINE rn 1-12 I % i J J W 12 12 v~i 8 BP09-B 11. AB, 3/4" PLATE, 3" PROJ. STEEL LINE N 2* `21 10 BP15-B (0'-6" B.F.F.) 3/4" AB, 1/2" PLATE, 3" PROJ. BP04-B 1 1/2" AB, 3/4" PLATE, 3" PROJ 12 6 33 -N Lo —N I STEEL LINE BP10-B 1" AB, 3/4" PLATE, 3" PROJ. 8 22 22 M m �"E—Clc4q Q LII W I En -NI N r N BP05-B 1" AB, 3/4" PLATE, 3" PROJ. N 0) Bpi 1-B 1" AB, 3/4" PLATE, 3" PROJ. STEEL LINE Qu ifv T/iv ' THE REGISTERED PROFESSIONAL ` ...L e s ® .i 00 K �O �� ENGINEER WHOSESEALAPPFARS O ,- ON THESE DRAWINGS ISEMPLOYED BYTHEMANUFACEURER ; a — ^ ' AND DOES NOT SERVEAS OR REPRESENT THE PROJECr ENGINEER OF RECORDAND SHALL a 5 j ® , SEAT DRAWING STATUS:`, PURSUIT BOATS NOT BE CONSIDEREDASSUCH. v OF ' 0RIDP` 39015T.LUCIEBLVD FOR CONSTRUCTION / Q FORT RHARD PIERCE, DAVIS CONSTRUCTION JOB NUMB NARE UMBER: SHEET: BIM. v22 2 NO RELEASE / REVISION DWN: I CKD: ENGR DATE NO RELEASE I REVISION DWN: I CKD: ENGR DATE S 19 KO 164AO AB-4 MMCAN BUILDING.;pl M B M R lil\`�e``` 7 9 1 REVISED FOR CONSTRUCTION DAN I DAN JSL 0710112019 0 FOR CONSTRUCTION DAN / DAN JSL 06114/2019 c SPLICE BOLT TABLE SPLICE BOLTS CLEAR TO F.F. PLATE SIZE PLATE SIZE A (8) 314 X 2 A325T 23-5 9/16 6" X 318 6" X 318 B (16) 314 X 2 3/4 A325T 26'-4 314 6" X 518 8' X 1 /2 C (4) 112 X 2 A325T 264 9116 8" X 518 N/A D (8) 314 X 2 314 A325T 27'-4 114 8" X 112 6" X 112 E (8) 3/4 X 2 314 A325T 29'-1 3/8 8" X 318 6" X 518 F (4) 112 X 2 A325T 29'-3 7/8 10" X 112 N/A G (12) 3/4 X 2 314 A325T 30'-2 7/8 8" X 518 6" X 518 H (12) 314 X 2 A325T 29'-7 318 6" X 318 6" X 3/8 — 1 (4) 112 X 2 A325T 2T-7 5116 8" X 318 N/A J (8) 3/4 X 2 314 A325T 28'-8 3/8 6" X 112 6" X 112 K (4) 112 X 2 A325T 26'-5 15/16 � 8" X 3/8 N/A L (8) 3/4 X 2 A325T 27'-2 3/8 6" X 3/8 6" X 318 M (12) 314 X 2 A325T 23'-3 518 6" X 318 6" X 318 39-7 1'-9 518 12 1/2 1 120'-1 1 /4 42'-6 IT-625'-0 8@ T-6 17(cD 4'-6 20'-0 BID T-6 PURLIN AND GIRT DEPTH, AND SPACING ARE SUBJECT TO CHANGE UPON FINAL DESIGN. FLANGE BRACES FROM THE GIRTS AND PURLINS TO THE COLUMNS AND RAFTERS ARE REQUIRED FOR STRUCTURAL STABILITY, BUT ARE NOT SHOWN ON THIS DRAWING FOR CLARITY. THIS DRAWING SHALL NOT BE CONSTRUED AS ALLOWING THE STRUCTURE TO BE ERECTED WITHOUT BRACES. 12 112 120'-1 1/4 17@ 4'-6 40'-6 70'-0 ' i 45'-0 i 4T-0 T 120'-0 I 120'-0 24"0j''-0 RIGID FRAME CROSS SECTION AT FL. 1 (LAMINATION) CD 35'-4 25'-5 1 /16 � 3@3'-6 04 0 _ eo N (� O N EO _ N O ' n N N � O O 2 112 1 4'-8 1 m �J THE REGISTERED PROFESSIONAL No. 33110 ® r ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED SY THE AND DOES NOT SERVE EAS ST �J ORREPRESEMTHE PROJECT O� STATE O **NOT FOR CONSTRUCTION** ENGINEER OF RECORD NOT RE CONSIDERED AS SUCH.UCK , 0 ` F �� �Sgi `.� CORkQP,-" N�`�� DRAWING STATUS: Pursuit Boats FOR PERMITS ONLY 3901 St. Lucie Blvd Fort Pierce, FL 34946 SOFTWARE VERSIONS BIM: v22.2 kMERICAN BUILDING '/i �n �g--� /% o � AlL Richard K. Davis Construction JOB NUMBER: SHEET: DWN: I CKD: ENGR DATE NO RELEASE I REVISION DWN: /CKD: ENGR DATE S 19 KO 164A E-03 M B M DAN/DAN JSL 1 06/19/19 q SPLICE BOLT TABLE SPLICE BOLTS CLEAR TO F.F. PLATE SIZE PLATE SIZE A (16)BOLT 1 1 /4DIA A325 3 3/4 2Z-9 1 /16 10" X 1" 10" X 1" B (16)1 X 3 1/4 A325T 24'-10 7/16 10" X 5/8 V-0X 3/4 C (16)BOLT 1 1 /4DIA A325 3 3/4 26-0 7/8 1'-0 X 1" 11-0 X 1" D (12) 314 X 2 3/4 A325T 27'-11 11 /16 V-0 X 3/4 10" X 5/8 E (16)1 X 3 114 A325T 27-7 3/4 11-0 X 1" 10' X 314 F (4) 3/4 X 2 3/4 A325T 25'-2 11 /16 10" X 1" NIA G (12)BOLT 1 1/2DIA A325 4" 27'-1 11-0 X 1" 11-0 X 1" H (4) 314 X 2 314 A325T 26'-1 5/8 10" X 1" N/A I (8)l X 3 1 /4 A325T 25'-6 15116 10" X 518 11-0 X 1" J (16)BOLT 1 112DIA A325 4" 2T-0 13/16 10" X 1" 10" X 1" 27'-5 1116 '-9 518 3@ T 12 1/2 1 120--1 11 46-0 170). .. N-6 AND GIRT DEPTH, AND SPACING ARE SUBJECT TO CHANGE UPON FINAL DESIGN. FLANGE BRACES -IE GIRTS AND PURLINS TO THE COLUMNS AND RAFTERS ARE REQUIRED FOR STRUCTURAL FY, BUT ARE NOT SHOWN ON THIS DRAWING FOR CLARITY. THIS DRAWING SHALL NOT BE CONSTRUED WING THE STRUCTURE TO BE ERECTED WITHOUT BRACES. 12 1 1 /2 120'-1 1 /4 4Z-6 20'-0 27'-6 42'-6 6@3'6 61_ 8@T-6 I I I I i 17B 4'-B 0 4-4 D E co MONORAIL- V C m 46,_0„ N N of N N Q m � W J w _ Y Ell � (V 1 F 4-414 5'-1 314 154'-10 1 /4 1 120'-0 T r 240'-0 V RIGID FRAME CROSS SECTION AT FL. 2 (LAMINATION) Pursuit Boats 3901 SL Lucie Blvd Fort Pierce, FL 34946 Richard K. Davis Construction NO RELEASE I REVISION DWN:I CKD: ENGR DATE IND RELEASE I REVISION DW E CKD: ENGR DATE 0 1 FOR PERMITS I DAN/DAN IJSL 1 06/19/19 N C• or D 40'-0 _ 120'-0 25'-0 1116 I 3@ T-6 35'-3 1 /8 \CENs �Yk. THE REGISTERED PROFESSIONAL ENGINEER WHOSESEALAPPEARS �'��. ma`s No. 83110 ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACTURER AND DOES NOT SERVEAS E r " OR REPRESENT THE PROJECT ENGINEER OF STATE OF "NOT FOR CONSTRUCTION" STATUS: NOTBECONSIDEREDASSUUA" j ®,,,° \ ",; O V""" DRAWING FOR PERMITS TS ONLY /^;P RID SOFTWARE BIM. v22.2 MERICAN BUIIDING ll /`�$°�����\\\` 1111 ONUMBER: HErr. S19K0164AI E-04 MBMFI SPLICE BOLT TABLE SPLICE BOLTS CLEAR TO F.F. PLATE SIZE PLATE SIZE A (16) 718 X 3 A325T 23'-2 3/4 10" X 314 8" X 314 B (12)l X 3 114 A325T 26'-9 112 8" X 3/4 8" X 3/4 C (4) 112 X 2 A325T 25'-9 114 10" X 314 N/A D (12) 314 X 2 3/4 A325T 27'-3 7/8 6" X 112 6" X 518 E (8) 3/4 X 2 A325T 29'-1 1 /4 6" X 3/8 6" X 112 F (4) 112 X 2 A325T 28'-9 10" X 314 N/A G (12) 314 X 2 314 A325T 30'-6 718 8" X 314 8" X 3/4 H (12) 314 X 2 3/4 A325T 29'-11 6" X 518 6" X 5/8 I (4) 1 /2 X 2 A325T 28'-1 118 10" X 314 N/A J (8) 314 X 2 3/4 A325T 28-8 1 /4 6" X 518 6" X 518 K (4) 1 /2 X 2 A325T 26'-5 10" X 3/4 N/A L (8)l X 3 114 A325T 2T-0 7/8 8" X 314 6" X 314 M (16)l X 3 114A325T 23-2 3/8 10" X 3/4 B" X 314 30'4 4-_0 FIR I 12 112 1 120'-1 114 42'-0 25-0 17na.4'-6 IT-6 ID GIRT DEPTH, AND SPACING ARE SUBJECT TO CHANGE UPON FINAL DESIGN, FLANGE BRACES GIRTS AND PURLINS TO THE COLUMNS AND RAFTERS ARE REQUIRED FOR STRUCTURAL BUT ARE NOT SHOWN ON THIS DRAWING FOR CLARITY. THIS DRAWING SHALL NOT BE CONSTRUED IING THE STRUCTURE TO BE ERECTED WITHOUT BRACES. 20'-0 8@ T-6 12 1 1 /2 120'-1 1/4 42-6 4'-6 25'-4 7/16 40'-3 112 I 70'-0 I 45'-0 _ I _ 40'-0 _ I _ 35-3 1 /2 CyD a) 120'-0 120'-0 240'-0 RIGID FRAME CROSS SECTION AT FL. 3-8 (LAMINATION) T-6 . \\0\1lllll//111 \\ WN i/Ai q THE REGISTERED PROFESSIONAL ® .�. as No. 83110 9' ENGINEER WHOSE SEALAPPEARS ON THESE DRAWINGS IS EMPLOYED BYTHE MANUFACTURER a a 1^I AND DOES NOT SERVE AS OR REPRESENT THE PROJECT :: a, ®• STATE OF • a�, "NOT FOR CONSTRUCTION" NOTBECONSIDEENGINE AEDASSUCH�L ; , � • ' 'A � � • 4 O R I D DRAWING STATUS: Pursuit oORRPERMsTS ONLY ,oats �/%®ijlj BIM: v22.2 rtPS r B FL84946 Richard K. Davis Construction JOB NUMBER: SHEET: g)uCAN BUILDING 4 s��\�J,\\ RELEASE I REVISION OWN: CKD: ENGR DATE S 19K0164A E-05 SPLICE BOLT TABLE SPLICE BOLTS CLEAR TO F.F. PLATE SIZE PLATE SIZE A (8) 3/4 X 2 3/4 A325T 23'-3 3116 10" X 1 /2 10" X 1 /2 B (12) 7/8 X 3 A325T 26'-10 8" X 3/4 8" X 3/4 C (4) 112 X 2 A325T 25'-9 1116 10" X 3/4 NIA D (8) 3/4 X 2 3/4 A325T 27-3 718 8" X 1 /2 8" X 1/2 E (8) 3/4 X 2 314 A325T 29'-1 118 8" X 112 8" X 1 /2 F (4) 112 X 2 A325T 28-8 13116 10" X 3/4 WA G (12) 7/B X 3 A325T 30'-0 518 8" X 314 8" X 3/4 H (8) 314 X 2 3/4 A325T 29:-11 6" X 1 /2 6" X 1 /2 I (4) 112 X 2 A325T 28'-0 1/8 10" X 314 NIA J (8) 3/4 X 2 314 A325T 28'-10 114 6" X 1 /2 6" X 1 /2 K (4) 112 X 2 A325T 26'-10 3116 10" X 314 WA L (8)1 X 3 1 /4 A325T 26-8 118 8" X 314 6" X 314 M (8) 3/4 X 2 314 A325T 23'-3 3116 10" X 1 /2 10" X 1 /2 1'-9 5 PURLIN AND GIRT DEPTH, AND SPACING ARE SUBJECT TO CHANGE UPON FINAL DESIGN. FLANGE BRACES FROM THE GIRTS AND PURLINS TO THE COLUMNS AND RAFTERS ARE REQUIRED FOR STRUCTURAL STABILITY, BUT ARE NOT SHOWN ON THIS DRAWING FOR CLARITY. THIS DRAWING SHALL NOT BE CONSTRUED AS ALLOWING THE STRUCTURE TO BE ERECTED WITHOUT BRACES. 12 12 112 � 1 /2 30'-4 11116 25 -0 120'-1 114 120'-1 1!4 42'-6 17'-6 20'•0 26-0 42-6 27'-10 11 /16 8@T-6 61 8@3'•6 17@ 4'-6 17@ 4'-0' IB 3@ 3'-6 40'-3 112 I 70'-0 45 0 I CV)© j' 12020'-00 240'-0 RIGID FRAME CROSS SECTION AT FL. 9 & 10 (LAMINATION) 37'-2 I 38'-1 112 L.1 120'-0 No. ' EI��I/trf THE REGISTERED PROFESSIONAL t ENGINEER WHOSE SEAL APPEARS o ' ON.THESE DRAWINGS IS EMPLOYED �' 1 BY THE MANUFACTURER s V r ✓=S _� AND DOES NOT SERVE AS STATE O� ORREPRESEMTHEPROIECr / t ENGINEER OF RECORD AND SHALL "NOT FOR CONSTRUCTION' NOT SE CONSIDERED AS SUCH. // �� • C oRio�;.� DRAWING STATUS: 3901St.LucieBlvdPursuit Boats FL 34946 SOFTWARE FORPERMITS ONLYFort BIM:v22.2 111ERICnNBUILDING Richard K. Davis Construction JOB NUMBER: SHEET: �(�f S19KO164A ��E-06 MBMFI `! SPLICE BOLT TABLE SPLICE BOLTS CLEAR TO F.F. PLATE SIZE PLATE SIZE A (16) 7/8 X 3 A325T 23'-2 3/4 8" X 3/4 10" X 314 B (12)1 X 3 114 A325T 26'-9 112 8" X 3/4 8" X 314 C (4) 112 X 2 A325T 25'-9 114 10" X 3/4 NIA D (12) 314 X 2 314 A325T 27-3 718 6" X 112 6" X 5/8 E (8) 3/4 X 2 A325T 29'-1 1 /4 6" X 112 6" X 318 F (4) 112 X 2 A325T 28'-9 10" X 314 N/A G (12) 314 X 2 314 A325T 30'-6 718 8" X 3/4 8" X 3/4 H (12) 314 X 2 3/4 A325T 29'-11 6" X 5/8 6" X 5/8 I (4) 1 /2 X 2 A325T 28'-1 118 10" X 3/4 N/A J (8) 314 X 2 314 A325T 28'-8 1 /4 6" X 518 6" X 5/8 K (4) 1 /2 X 2 A325T 26-5 10" X 3/4 NIA L (8)1 X 3 114 A325T 2T-0 718 6" X 3/4 8" X 314 M (16)l X 3 1 /4 A325T 23-2 318 10" X 314 8" X 3/4 2 l'-9 5/8 3@ S-6 0 m A O r O � N - N N - (O O N 13'-0 30'-4 7/16 58'-0" 40'-3 1 /2 12 1/2 120'-1 1 /4 25-0 17na. 4'-6 DATE NO RELEASE I REVISION 07/11/19 0 FOR PERMITS CRANE ID: 148'-0" 47-6 IT-6 T-6 AND GIRT DEPTH, AND SPACING ARE SUBJECT TO CHANGE UPON FINAL DESIGN. FLANGE BRACES E GIRTS AND PURLINS TO THE COLUMNS AND RAFTERS ARE REQUIRED FOR STRUCTURAL Y, BUT ARE NOT SHOWN ON THIS DRAWING FOR CLARITY. THIS DRAWING SHALL NOT BE CONSTRUED NING THE STRUCTURE TO BE ERECTED WITHOUT BRACES. 20'-0 8(Ta, T-6 27'-6 184'-9" 79-0 _ 45-0 240'-0 RIGID FRAME CROSS SECTION AT FL. 11 (LAMINATION) 12 1 1 /2 120'-1 1 /4 40'-0 120'-0 25'-4 7/16 3@ T-6 2 a V-9 N - � � N m _ N O � � N N it o 0 1'74 9 112 i 35-3 112 4� xo1111111///'r �a0 0 THE REGISTERED PROFESSIONAL �, mom., No. 83110 ENGINEER WHOSE SEAL APPEARS r ON THESE DRAWINGS IS EMPLOYED a ,-A,- BYTHE MANUFACIURER AND DOES NOT SERVE AS OR REPRESENT PROJECT GINEEROFREC SHALL STATE OF �' 9\ "NOT FOR CONSTRUCTION" NOT BE CONSIDERED AS SUCH. DRAWING STATUS: /� , ` O R )V �• �, \Pursuit ��1� 390SSLLGeBlvd Boats FOR PERMITS ONLY Fort Pierce, FL 34946 MHRICAN BUILDING SOFTWARE VERSIONS BIM: v22.2 ��� n�`� Richard K. Davis Construction JOB NUMBER: SHEET: 1151 DWN: I C W: ENGR DATE S 19 KO 164A E-07 M c M A DANIDAN JSL 06119119 E " " r " IRE SPLICE BOLT TABLE SPLICE BOLTS CLEAR TO F.F. PLATE SIZE PLATE SIZE A (16) 718 X 3 A325T 23'-2 314 10" X 3/4 8" X 3/4 B (12)l X 3 114A325T 26-9 112 8" X 314 8" X 3/4 C (4) 1/2 X 2 A325T 25-9 114 10" X 314 NIA D (12) 3/4 X 2 314 A325T 27'-3 7/8 6" X 112 6" X 5/8 E (8) 314 X 2 A325T 29'-1 1 /4 6" X 1/2 6' X 318 F (4) 112 X 2 A325T . 28-9 10" X 3/4 NIA G (12) 3/4 X 2 314 A325T 30'-6 718 8" X 314 8" X 314 H (12) 314 X 2 3/4 A325T 29'-11 6" X 5/8 6" X 518 _ I (4) 1/2 X 2 A325T 28'-1 1 /8 10' X 3/4 NIA J (8) 3/4 X 2 3/4 A325T 28-8 1 /4 6" X 518 6" X 518 K (4) 112 X 2 A325T 26-5 10' X 314 NIA L (8)1 X 3 1 /4 A325T 2T-0 718 6" X 314 8" X 3/4 M (16)l X 3 1 /4 A325T 23'-2 3/8 8" X 3/4 10" X 3/4 30'-4 7116 '-9 51B 58'-0.' 40'-3 112 12 1/2 120'-1 114 25'-0 17@ 4'-6 148'-0" 184'-9" 70'-0 T-6 PURLIN AND GIRT DEPTH, AND SPACING ARE SUBJECT TO CHANGE UPON FINAL DESIGN. FLANGE BRACES FROM THE GIRTS AND PURLINS TO THE COLUMNS AND RAFTERS ARE REQUIRED FOR STRUCTURAL STABILITY, BUT ARE NOT SHOWN ON THIS DRAWING FOR CLARITY. THIS DRAWING SHALL NOT BE CONSTRUED AS ALLOWING THE STRUCTURE TO BE ERECTED WITHOUT BRACES. 20'-0 8(a) T-6 45'-0 27'-6 120'-0 r 240'-0 RIGID FRAME CROSS SECTION AT FL. 12-14 (LAMINATION) 12 1 1/2 20'-1 1 /4 42'-6 17@ 4'-6 40'-0 120'-0 26-4 7/16 3i (a) -3 6 THE REGISTERED PROFESSIONAL -Z ®s, ENGINEER WHOSE SEA APPEARS 11 �' s No. 83110 ON THESE DRAWINGS IS EMPLOYED ® r BY THE MANUFACTURER -® e AND DOES NOTSERVEAS OR REPRESENT THE PROJECT "NOT FOR CONSTRUCTION" NOTBECONSIDEREDASSUCH�E , , STATE OF : .4, DRAWING STATUS: Pursuit Boats OR�QP.'`'°����` 3901SLLucieBNd FOR PERMITS ONLY Fort Pierce, FL34946 SOFTWARE VERSIONS BIM: v22.2 ALMERICAN BUILDING Richard K. Davis Construction JOB NUMBER: SHEET: DWN: I CKD: ENGR DATE NO RELEASE 1 REVISION DWN: I CKD: ENGR DATE S 19 K0164A E-08 M B M A DAWDAN JSL 06/19/19 IRE SPLICE BOLT TABLE SPLICE BOLTS CLEAR TO F.F. PLATE SIZE PLATE SIZE A (8) 314 X 2 A325T 23'-9 7116 6" X 3/8 6" X 318 B (8)1 X 3 114 A325T 2T-3 3/4 6" X 3/4 5" X 314 C (4) 1/2 X 2 A325T 26'-1 9/16 8" X 1/2 NIA D (8) 314 X 2 A325T 27-8 1 /4 6" X 112 6" X 318 E (8) 314 X 2 A325T 29'-5 1/2 6" X 1/2 6" X 3/8 F (4) 1/2 X 2 A325T 29'-1 5/8 8" X 1/2 N/A G (8)BOLT 1 1I4bIA A325 3 1 /4 30'-8 1/8 8" X 314 8" X 3/4 H (8) 3/4 X 2 A325T 30'-1 3/8 6" X 3/8 6" X 3/8 1 (4) 112 X 2 A325T 28'-5 11 /16 8" X 112 N/A J (8) 3/4 X 2 A325T 28'-11 518 6" X 3/8 6" X 3/8 K (4) 1/2 X 2 A325T 27'-1 1 /4 8" X 1/2 NIA L (B) 314 X 2 A325T 2T-2 318 6" X 318 6" X 318 M (8) 314 X 2 A325T 23'-9 7! 16 6" X 3I8 6" X 318 12 1/2 1 120'-1 1h 30'-11 1116 1'-9 518 3@ 3'-6 42'-6 PURLIN AND GIRT DEPTH, AND SPACING ARE SUBJECT TO CHANGE UPON FINAL DESIGN. FLANGE BRACES FROM THE GIRTS AND PURLINS TO THE COLUMNS AND RAFTERS ARE REQUIRED FOR STRUCTURAL STABILITY, BUT ARE NOT SHOWN ON THIS DRAWING FOR CLARITY. THIS DRAWING SHALL NOT BE CONSTRUED AS ALLOWING THE STRUCTURE TO BE ERECTED WITHOUT BRACES. 20'-0 1'-6 8@3'_6 27'-6 12 — 1 112 120'-1 1 /4 42 6 25'-11 1/16 3@ T-6 _ m � N m O N N_ � N � O O � l'-3 112 9 1/2 77T- 40'-10 70'-0 45'-0 40'-0 35'-10 OO SO © © QD 120'-0 120'-0 r 240'-0 RIGID FRAME CROSS SECTION AT FL. 15 BLDG LAMINATION ' 0 No.83110 THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEALAPPEARS ON THESE DRAWINGS IS EMPLOYED p p BY THE MANUFACTURER AND DOES NOT SERVE AS ��jp"� STATE OFOR REPRESENT E PROJECr ENGINEER OF RECORD AND SHALL �'a,"q,1 �ORt�E� °�`' "NOT FOR CONSTRUCTION" NOT BE CONSIDERED AS SUCH.P.•' Pursuit Boats DRAWING STATUS: /®� 3901PiercLucie Btvd 6 oORFort RPERMsTS ONLY BIM: v22.2 CAN BUILDING //��I it l 11' Richard K. Davis Construction JOB NUMBER: SHEET: DWN: I CKD: ENGR DATE INO RELEASE I REVISION DWN: / CKD: EN GR DATE S 19 K0164A E-09 M B M A DAN/DAN JSL 06/19/19 1 SPLICE BOLT TABLE SPLICE BOLTS CLEAR TO F.F. PLATE SIZE PLATE SIZE A (4) 1/2 X 1 1/4 A325T 26-2 118 8" X 1/2 N/A B (4) 1/2 X 1 1/4 A325T 26-11 9/16 8" X 1/2 N/A C (4) 314 X 2 A325T 27'-2 1/16 6" X 3/8 N/A D (4) 1/2 X 1 1/4 A325T 27-9 9/16 8" X 1/2 N/A E (4) 3/4 X 2 A325T 27-2 1/16 6" X 3/8 6" X 3/8 F (4) 112 X 1 1/4 A325T 28'-10 1116 8" X 1/2 WA G (4) 314 X 2 A325T 28'-0 1/16 6" X 318 6" X 3/8 H (4) 314 X 2 A325T 29'-0 9/16 6" X 318 6" X 3/8 _ 1 (4) 3/4 X 2 A325T 29'-10 9116 8" X 112 WA J (4) 1/2 X 1 114 A325T 30'-11 1116 8"X 1/2 WA K (4) 314 X 2 A325T 3M-1 6" X 3/8 6" X 3/8 L (4) 1/2 X 1 1/4 A325T 31'-11 9116 8" X 1/2 N/A M (4) 314 X 2 A325T 31'-1 112 6" X 3/8 6" X 3/8 N (4) 1/2 X 1 1/4 A325T 32'-1 314 6" X 3/8 N/A 0 (4) 1/2 X 2 A325T 32-9 5/16 8" X 1/2 WA PURLIN AND GIRT DEPTH, AND SPACING ARE SUBJECT TO CHANGE UPON FINAL DESIGN. FLANGE BRACES FROM THE GIRTS AND PURLINS TO THE COLUMNS AND RAFTERS ARE REQUIRED FOR STRUCTURAL STABILITY, BUT ARE NOT SHOWN ON THIS DRAWING FOR CLARITY. THIS DRAWING SHALL NOT BE CONSTRUED AS ALLOWING THE STRUCTURE TO BE ERECTED WITHOUT BRACES. 12 112 1 180'-1 718 25-0 25'-0 24'-4 20 -0 31 @ ! m o H \ E F / \ G / o gB C o / N N 91/2 V-01/2 f T 18 2 20-0 I 27 26 24 25'-0 25'-0 25'-0 26-0 22 20 19 180'-0 34'-2 718 25'-0 26-0 20'-0 I 20'-0 —"I 17 16 15 COLUMN & BEAM CROSS SECTION AT FL. X (ASSEMBLY) �>\�01 f1,1/ l01//,�f THE REGISTERED PROFESSIONAL ' ® No. 8311 ENGINEER WHOSE SEALAPFEARS ON THESE DRAWINGS IS EMPLOYED e r BY THE MANUFACTURER T _ AND DOES NOT SERVE AS e OR REPRESENT THE PROJECT ** ** ENGINEER EEROFRECORDANDSHALL �� STATE NOT FOR CONSTRUCTION NOT BE CONSIDERED AS SUCH. °F Pursuit Boats DRAWING STATUS: /�Oq) `, ,< O R I ID 3901 St Lucie Blvd FOR PERMITS ONLY is� A_ Fort Pierce, FL34946 SOFTWARE VERSIONS BIM: v22.2 CAN BUILDING R� \,,,�...•�yyy\\ Richard K. Davis Construction JOB NUMBER: SHEET: � % %! It / // DATE NO RELEASE I REVISION DWN:1 CKD: ENGR DATE S 19KO 164A E-10 OrM B M A 0 6/19119 E" E r" x SPLICE BOLT TABLE SPLICE BOLTS CLEAR TO F.F. PLATE SIZE PLATE SIZE A (16)BOLT 1 1 /4DIA A325 3 314 2X5 7116 11-0 X 1" 11-0 X 1" B (16) 718X3A325T 25-4 13/16 1'-0X 5/8 V-0X 5/8 C (16)1 X 3 1/4 A325T 25-9 7/8 V-0X 1" V-0 X 1" D (12) 3/4 X 2 3/4 A325T 28'-11 11-0 X 5/8 V-0 X 3/4 E (16)BOLT 1 1 /2DIA A325 4" 29'-1 7/16 11-0 X 1" 1'-0 X 1" 1 co 4 A o � N N N r` N p p O 9 112 V-5 114 5'-2 3/4 27 RELEASE I REVISION TS DWN: I CI DAWDAN PURLIN AND GIRT DEPTH, AND SPACING ARE SUBJECT TO CHANGE UPON FINAL DESIGN. FLANGE BRACES FROM THE GIRTS AND PURLINS TO THE COLUMNS AND RAFTERS ARE REQUIRED FOR STRUCTURAL STABILITY, BUT ARE NOT SHOWN ON THIS DRAWING FOR CLARITY. THIS DRAWING SHALL NOT BE CONSTRUED AS ALLOWING THE STRUCTURE TO BE ERECTED WITHOUT BRACES. 12 112 1 180'-1 718 45'-0 15116 44'-11 1116 39'-10 11116 31 @ 5'-0 169'-6 1 /4 180'-0 RIGID FRAME CROSS SECTION AT FL. W (ASSEMBL' Pursuit Boats 3901 St. Lucie Blvd Fort Pierce, FL 34946 Richard K. Davis Construction 7 0 v 0 Eo 0 Eo co C M v p 9 112 V-5 1/2 5'-3 15 it 00 ®� o THE REGISTERED PROFESSIONAL I ..� e° No. 831 10 � ENGINEER WHOSE SEAL APPEARS r 1 ON THESE DRAWINGS IS EMPLOYED ' BY THE MANUFACTURER AND DOES NOT SERVE ASOR E PROJECT ENGINEER OF RECORD AND SHALL STATE OF "NOT FOR CONSTRUCTION" NOTBE CONSIDEREDASSUCH. f✓��°,s �. yYI DRAWING STATUS: ®� <%�0RIQP'°°°® \\ SOFTWARE VERSIONS BIM: v22.2 1 , `�®®HAL FOR PERMITS ONLY . JOB NUMBER: SHEET: ERICAN BUILDING i� 0/�� P S19K0164A �E-1 1 McMa SPLICE BOLT TABLE SPLICE BOLTS CLEAR TO F.F. PLATE SIZE PLATE SIZE A (8) 314 X 2 3/4 A325T 23-9 1/2 6" X 3/4 8" X 5/8 B (8) 3/4 X 2 3/4 A325T 27-5 3/16 8" X 1/2 10" X 112 C (4) 314 X 2 314 A325T 2T-2 11 /16 10" X 1" NIA D (8) 314 X 2 3/4 A325T 28'-8 9/16 10" X 112 8" X 314 E (8) 314 X 2 314 A325T 30'-3 318 6" X 112 6" X 112 F (4) 314 X 2 314 A325T 29-8 1 /4 10" X 1" NIA G (12) 314 X 2 A325T 30'-11 518 6" X 3/8 6" X 3/8 H (16) 3/4 X 2 314 A325T 30'-5 13116 6" X 314 8" X 1/2 25'-0 44'-3 13 o U JACK BEAM - o Q N N O N m O PURLIN AND GIRT DEPTH, AND SPACING ARE SUBJECT TO CHANGE UPON FINAL DESIGN. FLANGE BRACES FROM THE GIRTS AND PURLINS TO THE COLUMNS AND RAFTERS ARE REQUIRED FOR STRUCTURAL STABILITY, BUT ARE NOT SHOWN ON THIS DRAWING FOR CLARITY. THIS DRAWING SHALL NOT BE CONSTRUED AS ALLOWING THE STRUCTURE TO BE ERECTED WITHOUT BRACES. 12 112 1- 180'-1 718 3T-6 310 5'-0 9 1/2 T-3 5/8 13-4 _ 56'-B 60'-0 27 23 180'-0 RIGID FRAME CROSS SECTION AT FL.S V & S (ASSEMBL Pursuit Boats 3901 St. Lucie Blvd Fort Pierce, FL 34946 RELEASE / REVISION j DWN. / CKD: I ENGR I DATE IND I RELEASE I REVISION DWN: / CKD: Richard K. Davis ConsWdion NGR EDATE FOR PERMITS I DANIDAN I JSL 1 07111/19 10 1 FOR PERMITS _I DAN/DAN jJSL 06119/19 27-5 3/8 CK BEAM A mI 43'-0 114 JACK BEAM A 4'-6 9 112 1'-3 718 55'-5 5/8 14'-6 3/8 15 CEnV��°=feu- •° °. ijo No. 83110 THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED R r a BY THE MANUFACTURER AND DOES NOTSERVE AS ® ]] /�_ L 50, v° STA 1 I-: OF t dPf 9 "NOT FOR CONSTRUCTION' OR REPRESENT THE PROJECTENGINEER OF RECORD AND NOT BE CONSIDERED AS SUCK HALL �0RID�`-•' �s��'® DRAWING FOR PERMITS ONLY SOFTWARE VERSIONS BIM:v22.2 kMMCANBUILDING � �9 \\N ///rflI I,`\"7 /✓ JOB NUMBER: S19K0164A ET: F12 MBM.FI FM SPLICE BOLT TABLE SPLICE BOLTS CLEAR TO F.F. PLATE SIZE PLATE SIZE A (16) 3/4 X 2 3/4 A325T 23'-11 7116 8" X 1 /2 8" X 112 B (8) 314 X 2 314 A325T 26-4 15116 6" X 518 8" X 1 /2 C (4) 1 /2 X 2 A325T 27'-1 1116 8" X 3/8 WA D (8) 314 X 2 314 A325T 2T-5 7116 6" X 3/8 6" X 5/8 E (8) 314 X 2 3/4 A325T 29'-0 6" X 314 6" X 1 /2 F (4) 1 /2 X 2 A325T 29'-6 15116 8" X 318 N/A G (8) 3/4 X 2 3/4 A325T 29'-11 114 6" X 5/8 6" X 314. H (8) 3/4 X 2 A325T 31'-10 5116 6" X 1 /2 6" X 318 PURLIN AND GIRT DEPTH, AND SPACING ARE SUBJECT TO CHANGE UPON FINAL DESIGN. FLANGE BRACES FROM THE GIRTS AND PURLINS TO THE COLUMNS AND RAFTERS ARE REQUIRED FOR STRUCTURAL STABILITY, BUT ARE NOT SHOWN ON THIS DRAWING FOR CLARITY. THIS DRAWING SHALL NOT BE CONSTRUED AS ALLOWING THE STRUCTURE TO BE ERECTED WITHOUT BRACES. 12 112 1 180--1 7/8 45'-8 3/8 25'-0 22'S 318 3T-6 2@ 4'-6 4T-0 112 31 p- 18 3@4'-6 0 t� H m 4 S o E F r' c B C D JACK BEAM RT I o `? A JACK BEAMXN q "a o a W o Q Q N U N O O 1 N U N 11J QN U t0 O TT O 9 1/2 V-3 518 9 112 1'-0 1l2 4'-7 1/81 1_ 55'4 718 60'-0 I58'-2 - ,i„ I,T,-,0 27 23 18 15 L 180'-0 RIGID FRAME CROSS SECTION AT FL.S T & U (ASSEMBLY) Qe�I N�TifI Rov' j' THE REGISTERED PROFESSIONAL r No. 83110 ` f ENGINEER WNOSESEALAPPEARS ON THESE DRAWINGS IS EMPLOYED ° BY THE MANUFACTURER f ANDDOES NOT SERVE AS ; o OR REPRESENT THE PROJECTENGINEER OF RECORD AND ° "NOT FOR CONSTRUCTION** NOT BE CONSIDERED AS SUCH. �®�•, FSTN E OF ,��` Pursuit Boats DRAWING STATUS: °sJ� `�°a, O R ID P•' e ,�` ��`° FortlSt Lucie Pierce, FLB1vd 4946 FOR SHEET. E PERMITS ONLY BIM. v222 ICAN BUILDING R RELEASE I REVISION DWN: /CKD: ENGR DATE NO RELEASE I REVISION DWN: /CKD: ENGR DATE ichard K. Davis Construction S 19 K0164A �E-13 FOR PERMITS DAN/DAN JSL 07/11/19 0 FOR PERMITS DAN/DAN JSL 06/19/19 11 SPLICE BOLT TABLE SPLICE BOLTS CLEAR TO F.F. PLATE SIZE PLATE SIZE A (12) 314 X 2 314 A325T 23-10 5/16 8" X 518 8" X 5/8 B (8) 3/4 X 2 314 A325T 27'5 9/16 8" X 112 10" X 1/2 C (4) 1/2X2A325T 2T-3 1/8 8"X 314 WA D (8) 3/4 X 2 3/4 A325T 28'-9 1 /16 10" X 1 /2 8" X 518 E (12) 7/8 X 3 A325T 30'-3 3/8 6" X 5/8 6" X 518 F (4) 112 X 2 A325T 29-8 5116 8" X 3!4 NIA G (8) 314 X 2 3/4 A325T 31'-0 6" X 112 6" X 1 /2 H (16) 314 X 2 314 A325T 30'-6 7/16 6" X 112 8" X 1 /2 PURLIN AND GIRT DEPTH, AND SPACING ARE SUBJECT TO CHANGE UPON FINAL DESIGN. FLANGE BRACES FROM THE GIRTS AND PURLINS TO THE COLUMNS AND RAFTERS ARE REQUIRED FOR STRUCTURAL STABILITY, BUT ARE NOT SHOWN ON THIS DRAWING FOR CLARITY. THIS DRAWING SHALL NOT BE CONSTRUED AS ALLOWING THE STRUCTURE TO BE ERECTED WITHOUT BRACES, 12 1 /2 1 180'-1 718 43'-0 114 22'-5 318 26-0 37'-6 2@ 4'-6 44'-3 13116 31@ 5'-0 3@4'-6 ( C D A B co F G H 53'-3 1 /2" 56'-4" E 4 q Za CRANE ID: CRANE ID: CRANE ID: MONORAIL'E' AT FL. M (ONLY) 9 cu o C1, Di & E1 C2, D2 & E2 MONORAIL'F' AT FL. K (ONLY) o m 9 o 9 n m 9 o w J 9 Z_ N _ (O <d co ILLLLL N rn m} N 0� "q ILL F- I rn O 0 `° O _ b F- 9 112 V-3 7/8 9 112 1'3 11l16 3-3 7181 _ _ 1 _ 56'-8 1 /8 T 60'-0 555 13116 14T 18 27 23 18 15 L 180'-0 I RIGID FRAME CROSS SECTION AT FL.S Q-K,& F-A (ASSEMBLY) THE REGISTERED PROFESSIONAL 83110 ENGINEER WHOSE SEAL APPEARS + ON THESE DRAWINGS IS EMPLOYED BYTHEMANUFACEURER ANDD DES NOTSERVEAS y i OR REPRESENT THE PROJECT **NOT FOR CONSTRUCTION* ENGINEER OF RECORD AND SHALLTE OF % /1 NOT BE CONSIDEREDAS SUCH. ® OK PUFSUIf B08fS DRAWING STATUS: /d��� ` < R I D P� FortiSL Lucia Pierce, FLBlvd 34946 FOR PERMSTS ONLY B NUMBER: HEM. BIM, v22.2 CAN BUILDING /()JVAL A;,j Richard K. Davis ConsWcl on NO RELEASE / REVISION DWN:I CKD: ENGR DATE NO RELEASE/ REVISION OWN: I CKD: ENGR DATE S 19 KO 164A E-14 M MB R 1 REVISED FOR PERMITS DAN/DAN JSL 07/11119 0 FOR PERMITS DANIDAN JSL 06119119 E E " 0 I 00 N PURLIN AND GIRTS MAY REQUIRE A LAP AT THE CONNECTION TO THE FRAME, BUT ARE NOT SHOWN ON THIS DRAWING FOR CLARITY. THIS DRAWING SHALL NOT BE CONSTRUED AS ALLOWING THE STRUCTURE TO BE ERECTED WITHOUT THE PROPER LAPS. 12 12 0.51 10.5 ELEVATION AT LINE 16 Pursuit Boats 3901 St Lucie Blvd Fort Pierce, FL 34946 Richard K. Davis Construction 01 RELEASE I REVISION I DWN:I CKD: ENGR DATE ENO RELEASE I REVISION DWN:/ CKD: I ENGR i UATE FOR PERMITS-DAWDAN JSL--=06/19(.19-- 0 I 00 N KEY PLAN m LAMINATION s THE REGISTERED PROFESSIONAL r \ r es 0 '® ENGINEER WHOSE SEAL APPEARS ® No. 83110 + ON THESE DRAWINGS IS EMPLOYED a BY THE MANUFACTURER AND DOES NOT SERVE AS OR REPRESENTTHE PROJECTENGINEER OF RECORD AND **NOT FOR CONSTRUCTION** NOT BE CONSIDERED AS SUCH. SHALL 0 ,, STATE OF , +S \ DRAWING STATUS: \ ®� �i' 0RID�.'`\� \\`� FOR PERMITS ONLY JOB UMBERERSIONS SHEET: BIM: v222 CAN BUILDING ,///%/®�AL\\\\�%\4` S19KO164A �E-19 M41 F! 2 6 2 8 2 6 0 2 8 2 8 2 6 2 s 2 6 2 8 2 6 PURLIN AND GIRTS MAY REQUIRE A LAP AT THE CONNECTION TO THE FRAME, BUT ARE NOT SHOWN ON THIS DRAWING FOR CLARITY. THIS DRAWING SHALL NOT BE CONSTRUED AS ALLOWING THE STRUCTURE TO BE ERECTED WITHOUT THE PROPER LAPS. ELEVATION AT LINE X (LAMINATION) Pursuit Boats 3901 St. Lucie Blvd Fort Pierce. FL 34946 Richard K. Davis Construction I REVISION DWN: / CKD: JENGR I DATE NO RELEASE I REVISION DWN: / CKD: I ENGR I DATE — DANIDAN--- -JSL—06119I19---- -- — - — _ ILY 10 11 12 13 14 15 KEY PLAN J m LAMINATION auIN ® THE REGISTERED PROFESSIONAL No. 83110 ENGINEERWHOSE SFALAPPFARS O ON THESE DRAWINGS IS EMPLOYED w— ENGINEER BYTHE MANUFACTURERANDDOESNOTSERVEASOR REPRESENT THE PROJECT S "NOT FOR CONSTRUCTION" NOT BE CONSIDERED ASSUCH.�'STATE OF � DRAWING STATUS: �•°' �Lg`•:c<OR10�•.' FOR RPERMITS ONLY E VERSIONS BIM: v22.2 ��/��'Oj�e�a JOB NUMBER: SHEET: ERICr1N BUILDING �" �� S19KO164A E 20 M E!M 2 2 2 0 2 z 11'-8' DWN_/ CKD: PURLIN AND GIRTS MAY REQUIRE A LAP AT THE CONNECTION TO THE FRAME, BUT ARE NOT SHOWN ON THIS DRAWING FOR CLARITY. THIS DRAWING SHALL NOT BE CONSTRUED AS ALLOWING THE STRUCTURE TO BE ERECTED WITHOUTTHE PROPER LAPS. ELEVATION AT LINE 27 (ASSEMBLY) FRAMED OPENING SCHEDULE QIY WIDTH MGM SILL HEIGHT LOCATED 1 5 12-0' 1 18-0' 1 0-0 FACTORY 2 7 4 —8 3 a- 1 4'-8 3 8' 1 12'-8 1 2' 1 FACTORY "NOT FOR CONSTRUCTION" Pursuit Boats DRAWING STATUS: 3901 St Lucie Blvd FOR PERMITS ONLY Fort Pierce, FL 34946 SOFTWARE VERSIONS BIM: Y22 Richard K. Davis Construction JOB NUMBER: SHEET: DATE NO RELEASEREVISION DWN:/CKD: ENGR DATE S19KO164A E-24 =C1: sae'p MJf:e w4c,� mw4cd� 01111"Y'e woe, Fs�xe. KEY PLAN J Rl UWINATION < \\e�4.1��UI�9il��,�® THE REGISTERED PROFESSIONAL ° `y- ENGINEER WHOSESEALAPPEARS ®. " o ON THESE DRAWINGS IS EMPLOYED ' 1 p No. 83110 BY THE MANUFAMFIER N p AND DOES NOT SERVE AS s p s e OR REPRESENT THE PROTECT p 6� ENGINEER OF RECORD AND SHALL af z o NOT BE[ONSIDEREDASSUCH. S° STATE OF ERICAN BUILDING-'Va�� \\ I------------j �-- -._u ---- --------I------ -----Z----------I_..-----Z----------I---------Z----- ---Z------------I--------Z-----Z---------Z--------- 1 - ------I-- ------- - -- -- 0 -o' esW N H O g J 0 a e I I I I I Z I I I I I I W a 0 I Z I c 0 CRANE'MONORAIL W - OS TON MONO N I o H c I .o a a N I I I I - I I O I I I I Z I A a - o I in Z o ~ � d I CRANE 'MONORAIL C' — 2 TON MONO l^r �J H - J 2 O o ' j w E 3 LAMINATION o 0 - aCn c i I U o I G H n z O I � , ' •� o H N I c Q o m lL CRANE 'MONORAIL B' — 2 TON MONO U ue 0 Z H O 0I I I I I I I I I va I o I Z 0 /� W N H I O •1 � O M f J O Z 0 CRPHE'IDNORAIL A' — 1 TON MONO N O FSW n z 30'-0' 30'-0' 30'-0' 30'-0' 30'-O' 30'-0' 30'-0' uW STEEL UNE 420'-0' CRANE LAYOUT C E iV �� 'o� ( LAMINATION) I o %' No. 83110 - THE REGISTERED PROFESSIONAL ENGINEER WHOSESFALAPPEARS L o s ONTHESE ORAUNGSISEMPLOYED BY THE MANUFACfUREA RES AND DOES NOF UVE r I 1 .o STATE **NOT FOR CONSTRUCTION' OR REPRESENT THEPROIECr ENGINEEBOFRECORDANUM NOTBECONSIDEREDASSUIX 0 OF 40 o 40RI�P,, //-89�9®®VAL �y���^��\`\ ouDrsuitBoatBl� Fod Pierce, FL 34946 FOR PERMITS ONLY SOFTWARE VERSIONS BIM: v222 JOB NUMBER.: SHEET: CAN BUILDING 0 / 11 1 111 0 LO NO RELEASE If 1 1 - I DWN:CKD: ENGR 1 DATE INO1 RELEASE/REVISION IC Richard Davis Construction DWN:ICKD: 1ENGR j DATE S19KO164A E-31 �% A 1 I REVISED FOR PERMITS I DANIDAN I JSL I OW26/19 1 0 1 FOR PERMITS 1 DANIDAN I JSL 06/19/19 FL6 FL7 FL8 (15'2) (15'2) (15'2) LINER "TRIM FOCF_--4 & FOHF_-_ THSRW_ FSF_ FSJ 1 LARF1 MEC2 (VARIES) (15'2) (15'2) (15'2) (15'2) (15'2) F.O. COVER TRIM ROOF TO WALL OH EAVE SILL/JAMB AUX. RAKE TFS ET SEF1 SEF2 J TFEC_ (15'2) (15'2) TARF1 (15'2) TFSE EXPANSION TRIM (15'2) EAVE CLOSURE (15'2) EAVE SUPPORT MARK # BA-20 LENGTH (20'2) DESC. BASE TRIM STANDARD FLASHING PROFILES NOTE: DRAWINGS NOT TO SCALE, DRAWINGS TO REPRESENT PROFILE ONLY ------ .. ........ . STANDARD SED REFERENCE SCHEDULE L L FC 1 V -- FCI FCIA2 FCP 1 FCR FCRA2 FDH2-- FDH4-10.2 FFC FFW FJ 15-_ FJ 15B-- (VARIES) (15'2) (15'2) (15'2) (15'2) (TCAV SIM.) (15-2) (VARIES) (10'2) (15'2) (15'2) (VARIES) (VARIES) C FLASHING L3P IN. CORNER A3P IN. CORNER PANEL CAP L3P CORNER A3P/AVP CORNER DOOR HEADER/SPACER SHADOW PANEL TRIM L3P J TRIM A3P J TRIM . L---_ i - . L L� I L 1`12A— FL22A--10.2 FL2V_ (15'2) (10'2) (15'2) SOFFIT TRIM SOFFIT SUPP. FL3A- FL3V_ (15'2) (15'2) Z FL13 FL17 (15'2) (15'2) PED_ PF95-_ TRCP_ (15'2) (VARIES) (15'2) DELUXE EAVE PARTITION RIDGE FLASHING TRIM RJF1 (15'2) RIDGE SUPPORT TGT1 THC_ THL_ THE_ (15'2) (15'2) (15'2) (15'2) STANDARD HIGHSIDE HIGHSIDE HIGHSIDE GUTTER EAVE EAVE EAVE TR1 & TRU1 TR1C TR1S TRCZ TRW TTEC TTES (15'2) (15'2) (15'2) (15'2) (15'2) (15'2) (15'2) RAKE TRIM CUSTOM RAKE TRIM RIDGE. CLOSURE Z ROOF TO WALL EXPANSION TRIM STANDARD SCREWS & BOLTS f 1/8 RIVET SRV-1 $10X1 SDPH fIOXI STPH (110XI 1/2 STHHW 012X1 1/4 SDHH 1/2 X2 3/16 DE 1/2 X1 1/4 BHB (WOODMATE) . T L #12Xl 1/4 SDRF J12X1 1/2 SDHHT5 J14X3/4 SDHH #14X3/4 SDRF #12XI SDYC NUFBLK FAS 10-4 5/16 DRILL BOLT $12XI 1/4 SDHHT4(SIM.) #14X1 SDRF(SIM) (FAB—LOK) NOTE: DUE TO MATERIALIZATION USAGE FLASHING LENGTHS NOSE: GALVANIZED PIECES SUCH AS TFSE/RJF—I/TRCZ MAY BE SUBSTTTUTED WITH LONGER LENGTHS THAN WHAT MAY BE PLACED UNDERNEATH THE PLASTIC ON THE IS CALLED OUT ON THE BILL OF LADING. BOTTOM SIDE OF THE FLASHING CRATE. FL18 FPEC1=10.2 (15'2) (10-2) PANEL END COVER RLF_ RSF1 (15'2) (15'2) RIDGE LINER TRIM RAKE SUPPORT [- TICAV TL1 (15'2) (15'2) AVP IN. .CORNER RIDGE CLOSURE COVER TRIM VFF1 TVG 1 _-10.2 TVG2_-10.2 (15'2) (10'2) (10'2) PARAPET/FACADE PARAPET GUTTER VALLEY GUTTER FLASHING STANDARD CLIPS 0o00000 CD. 0. 0 O000000 CD 0 0 00 00 0 0° ° 0 00 00 CL-3 CPB-1 (5 X 10 GA X 6 3/8) (5 3/4 X 10 GA X 5) CL-2 (M/FO MP - COLD FORT% (SAG CONNECTIONf6 1/4 X 10 GA X 10 1/4) (CORNER CLIP) 0 OOOo 0 OOOoF: OOOo ° ° CL-4 CL x 10 ST CONNECTION OR 1 SEf%RUSH) (8 (� WITH LINER) 5) (4 1X 10 c.; 7 7/8) Pursuit Boats 3901 SL Lucie Blvd Fort Pierce, FL 34946 Richard K Davis Construction VFF7 (15.2) DRIP FLASHING FIXED EAVE & FIXED RAKE \- F, FR1 FFCO FLASHING PROFILES SED-000 GENERAL INFORMATION SED-001 PRIMARY FRAMING AND SED-200 WIND BRACING SECONDARY ROOF FRAMING SED-300 PRIMARY FRAME BRACING SED-400 SECONDAR-Y WALL FRAMING SED-500 WALL PANEL & FLASHING SED-600 ROOF PANEL & FLASHING SED-700 ACCESSORY AND FLASHING SED-800 RECOMMENDED HANGER SED-900 COLD FORMED ANGLES 20'211 LENGTH_= L 6B I RSA-1 GA IL GA2 GA-3 m "GA- 4 GA-6 . m GA- 7 (15'2) (1`5'2) FIXED RAKE FIXED EAVE \\\\\.�Q�u���� ///// **NOT FOR CONSTRL DRAWING STATUS: FOR PERMITS ONLY THE REGISTERED PROFESSIONAL` ENGINEER WHOSESEALAPPFAR$ s+\ No, 83110 ONMEEEDMWINGSISEMPLOTED , RTME MANUFALTURER I .�• ANDDDfSNOTSERVEm ORREPRESENTTHEPRDIECT L ONNOTBE00l ovu:DAS�SUQi _ /�A— L STATE Or ' 4 -� ,0RIDP.�'® �\ AMIItICAN BUILDINGS ��10 AL v221 JOB NUMBER: SHEET: An— 00 S19KO164A �SED-000 E SMR INOI RELEASE / REVISION I DWN: /CKD: I ENGR I DATE INOI RELEASE / REVISION I OWN: / CKD: I ENGRI DATE II DAN/DAN SQUARE SQUARE RIGID THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF OR WALLS IS TO HAVE THE PRIMARY FRAMING PLUMB AND SQUARE FOR BEST RESULTS, IT IS RECOMMENDED THAT TRANSIT BE USED WHEN ERECTING THE STRUCTURAL STEEL BE SURE TO READ THE GENERAL ERECTION GUIDE PRIOR TO COMMENCING ERECTION. SAFETY NOTES: w w THE METAL BUILDING SUPPLIER STRONGLY RECOMMENDS THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY ON ANY JOB SITE. A325T LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HEL ENSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERE MO A O 0 BUILDING. EMERGENCY TELEPHONE NUMBERS, LOCATIONS OF FIRST AID STATIONS AND EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES, THE USE OF HARD HATS, RUBBER SOLE SHOES DIAMETER DIMENSION W It FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL AND SAFETY NETS WHERE POSSIBLE ARE RECOMMENDED ERECTION PRACTICES. NUT 11F TB' HEAD THE METAL BUILDING SUPPLIER INTENDS THAT THESE DRAWINGS BE INTERPRETED AND 3'4• 1 1/4' ADMINISTERED WITH SOUND JUDGMENT CONSISTENT WITH GOOD SAFETY PRACTICES. W 1. 17116' W ALL SAFETY PRECAUTIONS, OSHA SAFETY REQUIREMENTS, OR ANY OTHER APPROPRIATE SAFETY 1' 1519, REQUIREMENTS, CUSTOMARY OR STATUTORY, MUST BE ADHERED TO, TO ENSURE MAMMUM WORKER t Ya• r A325 SAFETY. IF OIL OR OTHER SLIPPERY SUBSTANCES ARE SPILLED ON THE ROOF/DECK PANELS, WIPE THEM OFF IMMEDIATELY TO PREVENT SLIPPING OR FALLING. YOU SHOULD MAINTAIN A FIRM, SAFE POSITION WHEN USING ANY TOOL O O YOU SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION IN RELATION TO THE ROOF EDGE R WHEN USING TOOLS AND MACHINES OR PERFORMING ANY OTHER FUNCTION ON THE ROOF AREA. DO NOT UNDER ANY CIRCUMSTANCES STEP OR WALK ON THE SURFACE OF ANY FIBERGLASS SKYLIGHT. NUT HEAD IF FOOT TRAFFIC IS NECESSARY OVER SKYLIGHT, USE WALK BOARDS THAT ARE PROPERLY SUPPORTED BY THE BUILDING PURLINS. BUILDING ALIGNMENT GE01 SAFETY COMMITMENT GE70 ASTMA325IA325T BOLT IDENTIFICATION MF01 AA AA AA PT BOLTED JOINTS BOLTED JOINTS SHALL BE CONNECTED AND INSPECTED IN ACCORDANCE WITH THE•SPECIFICANON FOR STRUCTURAL JOINTS USING HIGH -STRENGTH BOLTS', DECEMBER 31.2009. APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS COMMdTTEE SNUGTIGHT JOINT$ UNLESS NOTED OTHERWISE ON THE METAL BUILDING SUPPLIERS ERECTION DRAWINGS, ALLA325 BOLTS ARE USED IN CONNECTIONS DEFINED ASSHUGTIGHT JOINTS (ST). FOR INSTALLATION IN SNUG -TIGHT JOINTS, ALL BOLT HOLES SMALL MALIGNED TO PERMIT BOLT INSERTION WITHOUT UNDUE DAMAGETOTHETHREADB BOLTS SHALL BE PLACED MALL HOLES WITH NUTSTHREADEDTO COMFLErETHEASSENBLY BEFORE COMPACTING THEMINTTO THE SNUG -TIGHT POSITION, PROGESSING SYSTEMATICALLY FROMTHE MOST RIGID PART OFTHE JOINT. SNUG TIGHT IS THE CONDITION THAT E70SrSWHENALL HAVE BEEN PULLED INTO FIRM CONTACT BY THE BOLTS IN THE JOINT AND ALL BOLTS IN THE JOINT HAVE BEEN TIGHTENED SUFFlCIENTLYTO PREVENT THE REMOVAL OF THE NUTS WITHOUT THE USE OFAWRENCH. MORE THAN ONE CYCLE THROUGH THE BOLT PATTERN MAY BE REQUIRED. CONNECTIONS WHICH ARE DEFINED AS PRETENSIONED (PT) OR SURCRITICAL (SC) JOINTS WILL BE AS NOTED ON THE ERECTION DRAWINGS BY THE METAL BUILDING MANUFACTURER OR BY THE ENGINEER OF RECORD. ALL CONNECTIONS WITH A490 BOLTS ARE EITHER PRETENSIONED FT) OR SUP-CRMCAL (SC) JOINTS. PRETENSIONS) JOINTS ARE TYPICALLY REQUIRED WHEN THE JOINT IS SUBJECT TO SIGNIFICANT LOAD REVERSAL, THE JOINT IS SUBJECTTO FATIGUE LOAD WITH NO LOAD REVERSAL, THE BOLTSARE SUBJECT TO TENSILE FATIGUE, THE BUILDING SUPPORTS CRANE OF OVER 5-TON CAPACITY, OR THE CONNECTION IS PART OF THE SEISMC LOAD RESISTING SYSTEM AND AGO SEISMIC PROVISIONS (AISC 341) ARE APPLICABLE THE SEISMIC PROVISIONS ARE APPLICABLE WHEN THE SEISMIC RESPONSE MODIFICATION COEFFICIENT, R. IS TAKEN GREATERTHAN 3. LOADINGS FROM WIND OR SNOW ARE NOT CONSIDERED SIGNIFICANT LOAD REVERSAL OR FATIGUE LOADINGS. SLIP CRITICAL JOINTSARE REQUIRED WHEN SLIP IS DETERMINED TO BE DETRIMENTAL TO THE PERFORMANCEOFTHE STRUCTURE INSTALLANONMETHIODS PERMITTED FOR PRETENSIONED JOINTS INCLUDETURN OF -NUT PRETENSIONING, CALIBRATED WRENCH PRETENSIOMNG, NRN-0FJR1T PRETENSIONING FIRST NGHTENALL BOLTS INACCORDANCE WITHTHEABOVE SNUG -TIGHT PROCEDURE THEN ROTATETHE NUTORHFAD BYTHEAMOUNT SPECIFIED IN THE BOLT PRETENSION SCHEDULE, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID PART OFTHE JOINT. THE PART NOTTURNED SYTHE WRENCH SHALL BE PREVENTED FROM ROTATING DURING THISOPERANOK IFTHE NUT IS TURNED INTHE LOOSENING POSITION THE BOLT MUST BE REMOVED AND REPLACED. PRETENSION VALUES EQUALTO OR GREATER THAN THE MINIMUMVALUES LISTED IN THE BOLT PRETENSION SCHEDULEARE REQUIRED. ASTM MINIMUM BOLT PRETENSION SCHEDULE NOMINAL BOLT DIAMETER, dp SPECIFIED MINI MUM BOLT PRETENSION, T, rjPS NUT OR HEAD ROTATION FROM SNUG -TIGHT CONDITION ASTM A325 AND F3852 ASrMA490 AND F2280 Ly < B 4d 4d y< L y < Sd y 1J2° 13 KIPS 16 KIPS 113 TURN 1/2 TURN 3 4° 29 KIPS 37 KIPS 7/1° 41 KIPS 51 KIPS 1" 54 KIPS 17 KIPS 114" 75 KIPS 107 KIPS (L0 LENGTH OF BOLT) REQUIREMENTS VERIFY TRATTHE PROPER FASTENERCOMPONENTS WERE USED AND THATTHECONNECTED ELEMENTS WERE FABRICATED PROPERLY. AFTER ASSEMBLY, IT SHALL RE VISUALLY ENSUREDTHATTHE PLIES ARE SOUDLY SEATED AGAINST. EACH OTHER BUT NOT NECESSARILY IN CONTINUOUS CONTACT, THAT WASHERS, IF REQUIRED, HAVE BEEN USED, AND THAT ALL BOLTS DITHEJOINT HAVE BEEN TIGHTENED SUFFICIENTLY TO PREVENT THE TURNING OFTHE NUTS WITHOUT THE USE OF AWRENCK NO FURTHER EVIDENCEOF CONFORMITY IS REQUIRED. FOR TURN -OF -NUT PRETENSIONING, IN ADDITION TO THEINSPECNON REQUIREMENTS FORSNUG-TIGHT JOWTS,THE INSPECTORSHALL OBSERVE THEPRE-INSTALLATION VERIFlCATIONTESTING AND MONITORTHE WORK IN PROGRESS TO ENSURETHATTHE BOLTING CREW PROPERLY ROTATES THETURNED ELEMENT BY THEAMOUNT SPECIFIED IN THE SCHEDULE ALTERNATIVELY, WHEN THE FASTENERS ARE MATCH -MARKED AEIEEINVISUAL INSPECTION IS PERMITTED. THE SIDE OF NUTS AND BOLTSTHAT HAYEBEENIMPACTED-SOFFlCIENTLYTOINDUCETHEMMMUMPRETENSIONLOADSWLLL— APPEARSUGHTLY PEENED. NO FURTHER EVIDENCE OF CONFORMITY IS REQUIRED. BOLT INSTALLATION & INSPECTION NOTES MF91 112'a, 31V-m TIM, PO M 1-V4V STRUCTURAL BOLTS (A325) AA Pursuit Boats 3901 St. Lucie Blvd Fort Pierce, FL 34946 Richard K Davis Construction INOI RELEASE I REVISION I DWN: I CKD: I ENGRI DATE INOI RELEASE / REVISION I DWN: / CKD: I ENGRI DATE I DAN/DAN **NOT FOR CONSTRUCTION* DRAWING STATUS: FOR PERMITS ONLY THE REGISTERED PROFESSIONAL ENONEERWNOSESFALAPPEARS ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACTURER AND DOES NOTSERVEAS OR REPRESENTTHE PROJECT ENGINEER OF RECORDAND SHALL NOT BE CONSIDERED AS SUCH. SOFTWAKt VtKbRUNb- LSIM: VLL.'4 AMEIUCAN BUILDINGS JOB NUMBER: SHEET: ,P.�ocA S19KO164A SED-001 M9MR a! i •W� No, 83110 R e d 0ia �`S Ita1 `v c?F % �r -A 71 7z SAM ' FRAME BRACE TARS TO BE EACHNONEeR SHOULD Be TRAIxm INIRECIBSHOU EACH 1FOREER axo BE TRArxeo EACH FIXER SHOULD BENT IN FIELD AS RED. PRaoU me EETrox TEciNI— AN rouse TxESRFEm..TEMr PROoucmE mErnox TEcxwaueS. 1114P714^ 112 A32STI — — — BR41A ^p^ 1Y2 HVHX NUT AA STRUCTURAL FASTENERS ( WITH (2) WASHERS EAVE STRUT #12X1 114 (1) EACH SIDE PURLIN EAVE STRUT—,",,,3SJB^ \ 9116- HOLE 3 V2^ N STRUCTURAL FASTENER(S m 012X1 114 (6) PER EAVE FRAME BRACE W °�V FRAME BRACE IN PRE•PUNCHED HOLES ENDWALL RAFTER Q n COLUMN NOT (4) 112 A325V ^p^ SHOWN FOR 7/2 HVHX NUT (2) 112 A32STI CLARITY. 112 HVHX NUT SAVE STRUT BRACKET W •I MAY VARY (SHOP WELDED) • (4) 112 A32ST/ Q Er SEE BSOIAA P31:4ft2 112 HVHX NUT SEE SECTION 5, PAGE IA. ENDWALL RAFTER • EAVE FRAME BRACE CORNER COLUMN It OF COLUMN STIFFENER EFB__ • LENGTH WILL VARY BASED UPON 12 A325T/ • FIELD BEND EAVE FRAME BRACE • EAVE FRAME BRACE CONNECTION THICKNESS ENOWA VI RAFTER SILLICE P 712 HVHX HUT TABS AS REQUIRED EFB__ COL0.FORMEONTBUILT•UP ORM 2 112.. 3I4X2 A325T/ soF ETV PReCv714 HOT ROLLED (BUILT-UP OR HOT ROLLED SHOWN)COLUMN STIFFENE HVHX NUT COLUMN STIFFENER THECLERKOF DADS mOREER33HOULB BETRNNEOIN THE ERE-r—PROCEDURES S%FX. _ SXFX_ SElxo movED BY MY WPE FDNG OEVICESE SURE TO SEEP DS 20FER FOR ALL JOea (SHOP WELDED) (SHOP WELDED) AHn FEET CLEAR OF moviHG oADa EAVE FRAME BRACE CONNECTION (BYPASS) BR41 EAVE FRAME BRACE CONNECTION DETAIL BR41A CORNER COLUMN CONNECTION DETAIL AT BLDG. EAVE EF12 ENDWALL INTERIOR COLUMN CONNECTION DETAIL EF26W STRAIGHT COLUMN CONNECTION FROM EAVE STRUT TO COLUMN STIFFENER AA STRAIGHT COLUMN CONNECTION FROM EAVE STRUT TO COLUMN STIFFENER AA COLUMN TO RAFTER CONNECTION AA COLUMN TO RAFTER CONNECTION AA _ SAFETY PREWUTOw 1.�... RIGID FRAME C. TIONEERSHOULO BE To USE TxE SAFE -Dno m SAFETY PRECAUTION: ENDWALL INTERIO COLUMN CLIP RAFTER PxaoucmEERErnax TEcx I uEa 12^ STRUT PURLIN EACH WORKER SHOULD BE TRAINED TO USETHE SAFEST AND MST PRODUCTIVE ERECHON TELHNIDUES. RIGID FRAME RAFTER CL1HC A STRU FRAME BRACE CUTBACK B PURLIN (TYPICAL) ARI F26 4 3116^ 2 3!4 (2) 3/4 A325T! AA I I 3/4 HVHX NUT EACH SLOT ti WITH (1) 314 H WASHER EACH 2 yq AT SLOT SIDE FINGER TIGHTEN AND DEFORM I 4 U. THREADS. THIS CONNECTION }1 �O— IS DESIGNED TO MOVE I I �-' D U. 2 /2" 3" A� �1 I I COL0.FORMED ENDWALL IN BRIG ENDWALLCOLUMN I (4) 112 A325T/ 112 HVHX NUT COLUMN CLIP I RIGID FRAME COLUMN CLISC ENDWALL SIDE —SECTION A -A (2) 314 A32ST/ 314 HUNK NUT wf I ENDWALLCOLD-FOINTERIOR RSBOLTS SECTION (SEE CROSS (SIMANDSSECT (1) 314HWASHER EACH BUILT-UP )FOR SIZEAND QUANTRY) AT SLOT SIDE HOT ROLLED (BUILT-UP OR HOT ROLLED SHOWN) COLD -FORME. ENOWALLCOLUMN CLIP CONNECTION TO COLUMN INTERIOR-COLUMN-CONNECTIO F2 — -=PE 'N• EF34 VERTICAL HAUNCH CONNECTION AT BLDG. EAVE MF12 ENDWALL RAFTER - _ �A —RIGID rTYFJ Ax_ RIGID FRAME ENDWALL AA .A. TYPICAL CONNECTION AT GAPS A325T BOLTS(TYP.) RIGID FRAME RAFTER (SEE CROSS SECTION FOR r BOLT GAGE RIGID FRAME RAFTER RIGID FRAME RAFTER RIGID FRAME RAFTER SAND QUANTITY) SPLICE PLATE 325TBOLT(S) HAUNCH SPICE HAUNCHSPICE (TYPICALPLATE(COLUMN) PLATE(RAFTER)1'MNx EZT 2• MR (BOTH SIDES) JA 1.114' MN 11-1lA'MN VARIES P2'xTxWYMN. VARIES 1' IN. 1' MN. RF.COLUMN VARIESVARESxTxWVARIES II H—T> 118' 1' VARIES VARIES II E�E �JI .A. 1. SHIMS REQUIRED AT GAPS >Iff. SECTION 'A' -'A' (SECTION THROUGH GAP) A325T BOLTS (TYP.) 2 PPCE NON -TAPERED SHIMS BETWEEN BOLT PAIRS AS REQUIRED IN SAFETY PRECAUTION AMERICANBNLDINGS COMIPANYRECOMMENDS (SEE CROSS SECTION FOR SIZEANDQUANfIfY) SAFETY PRECAUTION A325T BOLTS(TYP.) GAPSINCOMPRESSIONAREA GREATER THAN Ur AND TACKWELD. THAT ALLWORKERSWFAR STEEL TOE SHOES WORKER PERSONAL PROTECTION EQUIPMENT (SEE CROSS BECKON FOR SIE CROSS y ^ ^ ^ ® 3. TACK WELD NON -TAPERED SHIMS i'MIN.x Ex T BOTH SIDES WITH METOTARSAL GUARD. EYE PROTECTION AND HARD HATS. SHOULD ALWAYS MEET OSHA STANDARDS EsL ®P �., �, BETWEEN2'xTxW NON -TAPERED SHIMS TO MEErAISC'FINGER' STYLE SAFETY PRECAUTION; BETRAINED ® v EI / `J ib / A. ALL SHIM/INGMATEWALMLDSTEEL / 5. RIDGE FORPll JOBS. THE REGISTERED PROFESSIONAL I ® x < ? No. 33910 SHIMMING DETAILS SIMIWIR ENGINEER WHOSE SFALAPPFARS J .m �L, TYPICAL VERTICAL HAUNCH SHIMMING MF19A INTERMEDIATE RAFTER CONNECTION DETAIL MF21 RIDGE RAFTER CONNECTION DETAIL MF22 ONTHESE DRAWINGS IS EMPLOYED y RIGID FRAME AA RIGID FRAME RAFTER AA RIGID FRAME RAFTER AA BY THE MANUFACTURER AND DOES NOT SERVE AS / A- ORPEPRESEWTHE PROIECr B r "NOT FOR LL TION' �9` STAT OF NOT BE CONSIDERED. SUCH. d � Pursuit Boats DRAWING STATUS: FOR PERMITS ONLY ✓ ��'� (oR►gip=';,�� 3901 St. Lucie Blvd ✓� Fort Pierce, FL 34946 SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDINGS 'k1 % �� �t ' Ax Richard K. Davis Construction JOB NUMBER: SHEET: xrTuocEa _ �� j Y N� NO RELEASE / REVISION DWN: / CKD: I ENGR I DATE NOI RELEASE / REVISION I OWN: /. CKD: I ENGR DATE S 19 K0164A S E D-200 0 1 FOR PERMITS DAN / DAN I JAL 06/21/2019 SAFETYPRECAUTIO11 STAY CLEAROFANY MOVING LOAD. MAKE CERTAIN ALL FRAMING IS PROPERLY BRACED OR GUYED BEFORE LIFTING LINES ARE REMOVED. fl IT • SHIM PLATES. -i l2)CSP_, SHOWN A FIELD WORK MAY REOUIREADDITIONAL SHIM PLATES FOR PROPER CONNECTION TO COLUMN FLANGE A (4) SHIM PLATES PER COLUMN ARE PROVIDED (4) 314-A 2 YP A325T/ • FIELD NOTE WITH(4) 114' HWASHERS THE NUMBER OF SHIM PLATES REQUIRED PER CONNECTIONTO COLUMN ATSLOTEIDE MAYVARYFROM 0 TO 4.(00 NOT EXCEED 4, PLATES) MAX. SPACEIS 10 (4) 314' HEAVY HEX NUB IOLTS FULLY PRETENSIONED C--ETIE BACK -a- C. AI a GYM �(RANEWELDED) PLATE HOP STIFFENER (BOTH SIDES) II[rry•/y— 118' WK 9118' MAX. 13116'% SLOT CRANETIEBACKANGLE CRANEBEAM R CTEA1.CTBR3 ANGE (2)3r4'X2314'A325T1 (4)3r4'X2314'A325T1 N ** R) 3/4' HEAVY HEX NUTS WITH (4) 314' H WASHERS FWGERTIGHT ATSLOTSIDE THREADS DISTORTED TD I4)3r4'HEAVY HEX NUTS PREVENT NUT LOOSENING BOLTS FULLY PRETENSION. fnT INTERIOR COLUMN CAP CONNECTION MF27 CONNECTION AT PRISMATIC RIGID FRAME AA COLUMN ** NOTE BOLTS MUST EXTEND ANNIMUM OF Tr PAST THE NUT FOR PROPERTIGHTENNG. AFTER INSTALLATIONTHRFADS MUST BE DISTORTED TO PREVENT NUT LOOSENING. CRANE BEAM CRANETIE BACK PLATE CRANETIE BACK ANGLE (SHOPWELDED) CTBA1 DrCf&13 COLUMN FLANGE II DIUMN ViB II 114' (4)3147314'A325TI WITH (4) XV H WASHERS AT SLOT SIDE (4)314. HEAVY HEX NUTS BOLTS FULLY PRETENSIONED (2) 3WX 2 3/4'A32STI ** (2) 3f4' HEAVY HEX NUB CRANE BEAM FINGERTIGHT CRANETIE BACK PLATE THREADS DISTORTED TO SECTION AA (SHOP WELDED) PREVENT NUT LOOSENNG OP -VIEW CRANE TIEBACK AT TOP RUNNING CRANE W1314" BOLTS TO COLUMN FLANGE CD02 STRAIGHT COLUMN DETAIL AA FOR PERMITS I DAN IFOR PERMITS I DAN DANIJAL 1 0612112019�1 06121120199 } 13116'D HOLES 1 CRANE BEAM CBEAM (CRANE BEAM) 13/4'131613114' _ 13116' X 1311V SLOTS (CRANE BRACKET CRANEBRACKET CRANEBK_ * WEB STIFFENER BOTH SIDES CRANEBEAM CBEAM_ • AS SPECIFIED BY DESIGN WHEN REQUIRED CRANE BEAM TO BRACKET DETAIL CD06 AA Pursuit Boats 3901 St. Lucie Blvd Fort Pierce, FL 34946 Richard K. Davis Construction Ne 'o 4 No. 83110 4 THEREGLSTEREDPROFESSIONAL ENGINEER WHOSESEALAPPEARS! ON THESE DRAWINGS IS EMPLOYED BYTHEMANUFACNRER ANDDOESNOTSERVEAS OR REPRESENT THE PROJECT � 6 ; 1 **NOT FOR CONSTRUCTION** I NOTBECONSIDEEREDASSUCH LL '° STATE OF DRAWING STATUS: FOR PERMITS ONLY AMERICAN BUILDINGS /���r�i ®HAL- SOFTWARE VERSIONS BIM: v22.2 JOB NUMBER: SHEET: A—COO—T S19KO164A ISED-201 MBMR M HVHX NUT TYPICAL CUT WASHER TYPICAL EYEBOLT - _ CABLE GRIP l� CUT WASHER jRODT-yPIEAL ICAL HVHX NUT TYPICAL CER P BRACING WEB OF COLUMN/RAFTER SHOP WELDED PLATE A325(T)BOLT w/HVHX BOLT BRACING ROD PLATE BRCP__ CABLE /B `ROD eRACING B QN WEB OF RAFTER CABLE BRACING ROD BRACING TABLE/ROD W/BRCP ATRAFTERWEB ATCOLUMW/ ERWEB AT UPPER SHOPWELDEDPIATE SIMILARAT COLUMN BASE AND COLUMN FLANGE ROD ASSEMBLY UPPER ROD I OIL - LOWER ROD I BR_ 1. ASSEMBLE THE COUPLING NUT ONTO THE LOWER ROD UNTIL THE ROD EXTENDS TO THE CENTER OF THE COUPLING NUT (112 THE LENGTH OF THE COUPLING NUT, PER TABLE BELOW). ROD DLAMETER COUPLING NU 518" (ERG) CPHS 314^ (BRB) OPINE 718^ (BR7) CPN7 1^ (BRB) CPNE 1 IHS' (BR9) OPINE! 1114^ BR70 CPN7D 1 318" (BR71) CPN11 1IM-(BR12) CPN72 ROD BR - COUPLING NUT LOWER ROD BR - — HVHX NU1 1 WASHER BRACER 2. ATTACH THE UPPER ROD TO THE LOWER ROD ASSEMBLY, UNTIL THE ROD IS FULLY SEATED IN THE REMAINING 112 OF THE COUPLING NUT. REFER TO DIMENSIONS ABOVE. COLUMNIRAFTER . WEB 3. INSTALL THE ROD ASSEMBLY AT COLUMMRAFTER WEB. CABLE/ROD BRACING TYPICAL END CONNECTIONS BR01 ROD BRACING ASSEMBLY BR07 W 40' OR GREATER ROD ASSEMBLY DETAIL W/COUPLING NUT BR02 AA AA WEB TO WEB ROD ASSEMBLY IAA REQUIRED FOR ROD ASSEMBLY ROD a ROD BRACING BRACEF CUT WASHER HVHX NUT 518^ BRS- BWP1 518 CUT WASHER SIB HVHX NUT 314^ BRG- BWP2 314 CUT WASHER 314 HVHX NUT 718" BR7- BWP2 718 CUT WASHER 718 HVHX NUT 7^ BR8- BWP3 7 CUT WASHER 1 HVHX NUT 7 718^ BR9- BWP3 1 118 CUT WASHER 1 118 HVHX NUT 7114^ BR70. BWP3 7714 CUT WASHER 1114 HVHXNUT 7 318^ BR71- BWP4 1 318 CUT WASHER i 1 318 HVHX NUT 7 712^ BR72- I 1SWP4 1 112 CUT WASHER 1 1 112 HVHX NUT Pursuit Boats 3901 St. Lucie Blvd Fort Pierce, FL 34946 Richard K Davis Construction INOI RELEASE / REVISION I DWN: I CKD: I ENGRI DATE INOI RELEASE / REVISION I DWN: I CKD: I ENGRI DATE II DAN / DAN I JAL 1 06/21/2019 GEIVe •�0s THE REGLSTEREDPROFE5510NA. No. 83110 1 ENGINEER WHOSE SEALAPPEARS ; m ONTHESEDMWINGSISEMPLOYED BY THEMANUFAGIURER I f/�I AND DOER NOT SERVE AS OR REPRESENT THE PROJECT 0 I E E n� 20 ® �I GSTAr OC a qgpZZ **NOT FOR CONSTRUCTION** NOTBEro°SIOEEREoA S'U5"A ®�,,, �71,, 1 DRAWING STATUS: FOR PERMITS ONLY O R ID SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDINGS A—COR % At JOB NUMBER: SHEET: S19KO164A �SED-202 M MB H I RAFTERICOLUMN FLANGE THICKNESS SECONDARY MEMBER GAUGE DOUBLE ENDED BOLT 1/YX23116'A449(%SIINCLUDED) REQUIRED ATGIRIS OPTIONAL AT PURLDIS UrA325TBOLT REQUIREDFOR LAPPED MEMBERS (REQUIRESI2HVHXNUT) 12'A325T BOLT REQUIRED FOR NON LAPPED MEMBERS (REQUIRES 112 HVHX NM 11-16 I=3/16 A449 DE 12X1114A325T 12X71/ A325T 16 1IW 3116 A449 DE 12X1 ll4 25T it Xi v4A32T 15 113116A449 DE 112XI 11 1 114A325T 112)(23115A449DE I12Xi 114A325T 13 1=3/16A449D5 1r2X1 tI4A325T IrZX11/ 1 112X2 16 A449DE 1 A325T 2XI 114A32 T 1ILX23119 A449 DE 12X2 251 Ir2XI 114A325T 1X3 2X2 A325T 1225T 15 6A y1 A325T 112X2 A325T 14 12%2 Y76 A449 DE 12Y2 A325T 12%2 A325T In. 3 D V 0 r I2 THE FOLLOWING FLANGE THICKNESS CONNECTIONS REQUIRETHE USE OF SHOP WELDED CUPS. (SEE CONNECTION DETAILS.) WOOD RIGID FRAME RAFTELLOLUMN FLANGE THICKNESS SECONDARY MEMBER GAUGE BUTTON HEAD BOLT ATWALLZEE GIRTSONLY 12' BUTTON HEAD BOLT (NUT INCLUDED) FIRSTGIRTTO SHOP WELDED CLIP IUPTHROUGH IST GIRT AND SHOP WELDEDCUP) 12'A325T BOLT REQUFOR LAPPED ANIRED D NON LAPPED MEMBERS (REQUIRES I2 HVHX NM Straight parties are a necessity. Zee sections have a natural tendency to MU out of plane and deflect horizontally. This must be corrected by forcing the pudlns Into proper plane and spacing. Wood blocking Is recommended as one method to accomplish this. 12' 11 12X 1114 A307 BHB 12X 1114A325 16 X 1 B 2X 1/ L15 Purlin Blocking 1 X11/4A3078HB 12X 1114 A32 sW. WX 11/4A3078HB 1I2X1 114A325 Installing. the roof panels and Insulation, be certain that the pudlns ere straight and at go- 13 112 X I 114A3D7 BHB 1r2X I 114A325Before % I 114A307BHB RX 1/ to the slope of the roof. Use wood blocking to assist with purge alignment Ifadjustment Is n1 F.mnne.ry Hin.kinD In thw .anfwr of .Ne hnv_ ... ..f.lil .— - of blocking fl needed to maintain straight pudlns. As sheeting progresses to within one panel width of the blocking It should hold me pudlns In alignment allowing the blocking to be removed. Move blocking to next bay as the erection progresses. BYPASS SECONDARY FRAMING CONNECTION, BOLT REQUIREMENTS BS01 AA SAFETYPRECAUIICN saFErY PREFAUnoW VARIES EACHWORKERSIDUD6E TRADED WORKR PER OI—FI'OSIIASTANOAN, TO USE THE SAFEST AND MOST PRODUCTIVE ERECTION TECHNIQUES. ENDWALL RAFTER PURLIN CONNECTION DETAIL AT BYPASS, INSET a FLUSH CONDITION 112X1 114 A3251 112 HVHX I (2)12X11MA325TI 12HVHXNUTORASANOPMN (1)12XI 114A325TI 12 HVHX NUT AND (1)12X23116 A449 DE MAY VARY SEEBSOIAA RAFTERFLANGETHICKNESS GREATERTHAN W WITH SHOP WELDED CUP SEE DETAIL RF54PAA CLIP 'URLINS Z" PURLINS PURLINS 112 A325T1 HVHX NUT mFETY FRE011UD_N ALna13nNR05 RO Ne.aa mOTEOTION NMEx DPER411M0 DRIL OR ELECni1C SCREn GUNS. ANTI -ROLL DETAIL UPHILL RF50 RIGID FRAME RAFTER AA RELEASE / REVISION I DWN: l CKD: I ENGR DATE FOR PERMITS DAN /DAN JAL 06l21/2C (2) #12X1 114 - - 9DG FROWEILOx ooxTauon eLoclDxo To FALllx0RDTO TaeNaNFF aTRN THE. - F . Musters5NDULD oom xAR. xAm T I 2' NOTCH Z-NOTCH Typical construction of wood blocking Is shown above. A 2 x 6 minimum board size should be used Refer to the cross section framing drawings that accompanied the building to determine the pudin size and spacing. Measure the Partin flange and cut notch In board accordingly. MI 114A32511 PURLIN 12 HVHX NUT I I 3• o FORANTWOLL CUP OR � 2IR' WEB REINFORCEMENT CLIP 11/4' 1ll4' (2)12X1 114A325T/ RAFTER FLANGE 12HMNUTORASANOPTION THICKNESSGREATER RAFTER (1)1IZX11/4A325Tl Vt HVH% NUT THA=WITH AND (1) 1=31116 A449 DE -(TYP) SHOP WELDED CUPS SPFETYPPECAUTON MAY VARY SEEOETNLRF54W1A PUTWOR%ERSAFETYF., SEE BSDIAA PURLIN BLOCKING GE02 STANDARD PURLIN LAP RF01 AA BYPASS CONDITION AA INTERMEDIATE BAY EAVE STR 9aFET PREC4U�Ox�. SAFER PRECAULD A woaxexaaxou nwvs neau END BAY SAVE STRUT MORIESWSNDULO ALNAYB NEAR OVE9 nNEN xaNOLINO xEraL LOVESWHEN HRNOLIMO METAL SURFACES nnN SNM EDGES SURFACES wrtN SXARP EDGES. 114 A325T/ HX NUT WIRED PER 'TROT END CONNECTION / EAVE STRUT BRACKE' (SHOP WELDED) OCR (TYPE MAY V 11ZX1 114 A325T1 112 HVHX NUT (4) REQUIRED PER EAVE STRUT END CONNECTION EAVE STRUT BRACKE' (SHOP WELDED) LOW/HIGH SIDE EAVE STRUT CONNECTION BYPASS GIRTS RF32R ALL RAFTER/COLUMN FLANGE WIDTHS AA owl 1111 //// \ CEN THE REGISTERED PROFESSIONAL ENGINEER WHOSESFALAPPEARS / 0 �; IvO, 83'�1� O0r f ON THE SE DRAWCTURER MPIDYED i BY THEMANUTSERVER ElANODOESNOTSEMEASORREPRFSENTTHEPROIECTENGINEER OF **NOT FOR CONSTRUCTION** NOTBECONSIDEREDASSIUCH. l/ Pursuit Boats DRAWING STATUS: 41STATE OF 3901 St. Lucie Blvd FOR PERMITS ONLY ' i�`�.��"`.;PCOR►©°�•'���,\�� SOFTWARE VERSIONS BIM: v22.2 / Fort Pierce, FL 34946 AMEliICAN BUILDINGS Richard K Davis Construction J08 NUMBER: SHEET: ...... xwNn J//; OWN: / CKD: I ENGR DATE S 19 KO 164A S E D-300 SAFETYPRECAUION WORKERS SHOLLD BE TRAM IN TIE PROPER ERECTION PROCEDURES FORAILJOBS. GIRT . 1RX1114A325U 12 HVKK NUT WITH (2)112 H WASHERS R)12XI 114A32571 (ONE UNDERTHE BOLT HEAD PURUNI GIRT W HVHX NUT ORASAN OPTION AND ONE UNDERTHE NUn (1)12XI 114A325T1 1r27 HVKK NUf — — — AND (1)11M 3'1B A449 DE-TYP GIRT MAYVARY O ♦H O SEE BSOIAA BRACE ANGLE (SPACING AS SPECIFIED BY DESIGN) 1RX1114A32STI CBAO_ (IF APPLICABLE) _ 1R HYW(NUT W1 (2)H WASHERS PER BOLT U CBA8_(IFAPPUCABLE) WALL PANEL LINES I CBq-LENGTH (IF APPLICABLE) \\lIl ' Q O.C. (MAX.) / SEE � SEE BR91AA N FRAMEBRACE j I i �� DDOo 112HHX, FIELD ATTACH CPB-1 I O 1R HVKK NUi NUT STRUCTURAL FASTENERS) / 012X1 114 BRACE CHANNEL (4) PER CLIP 6DC16- (6- & 91/2- GIRTS) FRAME BRACE FB-_ BOTH SIDES UTILITY CLP I SEE BR96WAA 95C14• (12-GIRT$) Ml 114A325T1 �j IF REQUIRED BY DESIGN AS NOTED ON FRAME BRACE SEE BR98YAA �Hyp(NUT THE BUILDING ERECTION DRAWINGS (NO WASHERS REQUIRED) (AS PER DESIGN) 101114A325T1 12 HYKK NUf UTILITY CU CL-3 STRUCTURAL FASTENERS) 812X7 114 BASE LINE (7).PER CLIP RAFTEROR COLUMN COLD -FORMED COLUMN ANCHOR RODS (BY OTHERS) FRAME BRACE BR17 COLD -FORMED INTERIOR COLUMN FRAME BRACE BR176 GIRT BRACING CROSS SECTION BR89 FOR BYPASS PURl1NSIGIRiS AA FOR BYPASS GIFTS AA 8-, 9112-AND 1Y"GIRTS I AA THE REGISTERED PROFESSIONAL ENGINEERWHOSE SEALAPPEARS ON THESE DRAWINGS IS EMPLOYED BY THENIANUFACTURER AND DOES NOT SERVE AS ORREPRESENTTHEPROIECT EEROFRECORDANHAU **NOT FOR CONSTRUCTION** TIBECONSIDEREDASSUOi. Pursuit Boats DRAWING STATUS: 3901 St. Lucie Blvd FOR PERMITS ONLY SOFTWARE VERSIONS BIM: v22.2 Fort Pierce, FL 34946 AMERICAN BUILDING: Richard K Davis Construction JOB NUMBER: SHEET: —.... C<tIRN. DWN: / CKD: 1ENGRI DATE IN01 RELEASE / REVISION I DWN: / CKD: I ENGRI S 19 KO 164A S E D-400 M9 M R DAN / DAN I JAL 06/21/2019 E R R E R GI E IVNo. 83110 Ls�®���� \ �J B i STATE OF a � AL FIWIGE MANGE TMKIp BEGONOART FRAMING GAUGE DOUBLE EKOID BOLT REOYIRm 9UPPllta ltrtN12112 NVNX Ntrti UZ'AT2s BOLT REDUIiRED FOP LVPEp fEEDIBERS IREDYIRES t2 HYIOL NUTI 1—.I BOLT q¢UIRm FOR CQU I 1M Hv 1X NUT IREDYIlitg 12 I1111R NUfl c ST 14 • 16 1Q112ON6 <aa9 DE t2Jrt tw AD33T 12111 1w AO25T t6 1DDQY16ADaBDE 11OX1 tw ADSST t2lrf tra N23T 1S 12X2 ON6 nu9BE 1r111 tw ASST i2l4t tw A32ST � 12u Dns Aan9 DE 112X1 va luzsT 12X1 v4 ADzsr� . t9 tr4[2 DrlB naa9 DE 12101w AO251 1rDt11w AD23T 12 1RX2116 Aaa9 OE 112Xi A sT 1=1 11a 4OZST 14 1r�3M6 Aal9 DE t2xz a3aT 1ru11a AD2sr 15 12K2 ]M6 A<a9 DE ME I—n32ST 12X1116432ST 15 12X2 M DE t2lr2 AS25T 12X3 A32ST tIS 1a 12X2 Yt6 A4l9 DE t210 a325T 12X2 AS25T tD 12X2 ]f16 A9aB DE 1r2RY AB23T t216 A]21> 12 trmsmn 12l¢aSIT t212 A>ZAT 1t o7i,. t2xa sm ASD> DE 12X3 ATzsT 1121l2 Asxrr SIB' tt • 16 tm0 SRI NDr DE 12X3AOSST 1R]O AaZ1T ]N' 11 • 16 1210 YB ASOT DE tRZ2 AS25T 12X2 A32R tt • is 'am s9 ME 12X2 A325T 121r2 NTSf 1 1R 1 • 16 '== SIB N OE BPEtUAL OPOER I SPEf+n, ORDEP e<fER tttELAUTIOIt rt IS R¢vbMR+ND¢ TIATALL 11ORItER9 tT wR STEP -TOE BRDO RRN METDT<RgRL BYARA, ETE itiDTEUTION.AMD NnRD M4T1 2 X 6 WOOD BLOCKING 6.1FEIT t•REe<u1roIP (BY OTHERS) 0o Nor STET, art oR tune ox wnLL Oirtf9 OR PI1V6 STRUT6. FALLUAEt. ADN TO TNIS TREC4UnnT PESULT IM < sswDuslwum. GIRT SPACING FRAME COLUMN TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE A 2 X 6 MINIMUM BOARD S¢E SHOULD BE USED. REFER TO THE... SECTION FRAMING DRAWINGS TO DETERMINE THE GIRT .. AND SPACINGS_ INSTALLATION OF THE BUILDING WALLS IS GENERALLY CONE BEFORE THE ROOF. BEFORE STARTING THE WALL SHEETING OR INSULATION, CHECK TO BE SURE THAT THE SAVE STRUT AND GIRTS ARE STRAIGHT AND PLUMB. TO ALIGN THE CHITS, CUT TEMPORARY WOOD BLOCKING BOLT REQUIREMENTS FOR SECONDARY FRAMING CONNECTIONS BSG!2 TO THE PROPER LENGTH AND INSTALL BETWEEN THE LINES OF CHITS. THIS BLOCKING CAN Be AT COLUMNS AA MOVED FROM BAY TO BAY WHICH WILL REDUCE THE NUMBER OF PIECES REQUIRED. NORMALLY, ONE LINE OF BLOCKING PER BAY WILL BE SUFFICIENT. DONOT PTREEP. SUOR 90NWALL ORTSCILE FUffS. FALLRETAOgE TOTHG OAUC0NMAYRESLTINA SMOUSgJR. GIRT COLUMNFIANCE SECTIONA O GIRT GIRT SECTION B GIRT p GIRT (SE STEP ONE) O — / (� O COLUMN FLANGE A OI COLUMN FLANG-c O SECTION B GIRT LAPS OVER GIRT AT COLUMN RANGE ATTACH To 112 DE BOLT WITH 1R NUT AND S ON p O INSTALL VLA325T BOLT ATREMAW G ATTACH FIRST GIRTTO COLUMN NUT COLUMN FLANGE THROUGH BOTH GIRTSAT WITH 112 DE BOLTAFIO f1)1R NUT q ` iQX13116A449DEBOLT NOTE (2) NUTSARESUPPLIED WITH DE BOLT, RESERVE REMAININGATTACNUT SUPPUrED FORH. NTOF NEXT GEM AT LA. STEP DNE NOTE: FRAME BRACES ARE REQUIRED AT FIRST PURLIN ABOVE AND FIRST PURLIN BELOW CLVt-_ CONNECTION STRUCTURAL FASTENER(S) (6) 012XI 114 PER PURLIN CONNECTION STAGGER SPACING PURLIN GDR IRX1 V4A3257I LSE STEP ONE) V2WH(NUr(TYP.) COLUMN RANGE MAY VARY SEZBS01AA sTEPrno BYPASS ZEE GIRT CONNECTION TO COLUMN AT INTERIOR COLUMN WF10R COLUMN FLANGE THICKNESS LESS THAN OR EQUAL TO VI' AA ,LIN OUTSIC" 011111 -PLUSH WITH BOU2- UPHILL PURLIN SHOP MARKED: -TOP- GABLE GI U C �� CLVM1•_ } 1 I (1)112XI V4A325T1 1R HVWLNUf AND 0) tOU Y15 A449 DE-(M.) HAY VARY SE B501AA COLUMNFLANGETMKNESS GREATER THAN Ve VMH SHOPvIELDEDCUP ,SE-DETALWF12RAA 1llC !!'- AS READ I AS REGD COLUMN - 1RX1114A325T1 12 HVHX NUT (TYR. LAP BOLTS) �i GIRT BLOCKING GE03 BYPASS LAPPED ZEE GIRT CONNECTION WFD2R AA COLUMN FLANGETHICKNESS LESS THAN OR EQUAL TO 4R- AA COLUMN (2) =1114 A325TI SECTIONA� 112 HVHX. NUT --f SECTIONA CEE GIRT CONNECTION TO COLUMN RANG' COLUMN SECTIONS =1 V4A325T1 12 HVWL NUT W PER O O I `Cu, CL-15 (SHOP WELDED) SECTION B CEE GIRT CONNECTION TO CLIP SHOP WELDEDTO COLUMN FLANGE GIRT CLIP -� 1" I C- I - LV1-_ J GABLE GIRT (2)177X1 1/4 A325T! V WF53B 112 HVHX NUT CHANNEL SOU2- AA7CL-2 THEREGSTERWPROFEEIOw 1 V FVW:O�r- 4$'ENGIWERYMOSESEALAPEAR$fVo. 8311GABLE GIRT OFF PURLIN CONNECTION WF53 GABLE GIRT CONNECTION AT CLV1-_ WF53B EAVESTRUTTO ENDWALLGIRT CONNECTION WF60 ONTHUEDRAWINGSGEMP DYED i 1BYPASSGIRTS AA AA BYTNEM UFACNRIM 1AA ANDDOENOTSEIM.ORREPRUENTTHEPRDIEO*.1; ENGINEER OFRECOROAND NOTFOR TION NOT BECONSIOE EDASSUIX STATE OF !3/ Pursuit Boats DRAWING STATUS �0�41 3901 SL Lucie Blvd FOR PERMITS ONLY �i �',, �oRID?'.• �,�. �� Fort Pierce, FL 34946 SOFTWARE VERSIONS BIM: v22.2 AT,IERICAN BUILDINGS Richard K Davis Construction JOB NUMBER: SHEET: RELEASE/ REVISION OWN: /CKD: ENGR DATE NO RELEASE /REVISION OWN: /CKD: I ENGR DATE S 19K0164A �SED-500 FOR PERMITS DAN / DAN JAL 06212019M13 MR ENDWALLCOLUMN 12X1114A325T1 COLUMN 12 HVHX NUT CORNER COLUMN ' COLUMN (2)12X1114 A325T1 (1)1011NA325T1 12 HVHXNUTDRAB AN OPTION SECRONA 12 HVHX NUT SECTIONS CUP (1) 112XI 114 A325T1 CLIP (1) 12XI 114A325T1 AND (1)12X2 3116A449 DE-(TYP.) CL-15 --NUT CL-0 19 MAY VARY- (2) 101114A32511 r (SHOPWELDED) AND (1)12X23116 A449 DE-TYP E-(T P.) (1)12X23116 A449 OE -(VAR SEE BSOIAA I 12 HVHX NUT 11212X1114A325T! 12 HVH%NUf MAY MAYVpAA SEE BS6IPA SEE GIRT SEE BSOIPA — I GRNGMI HNAN SS COLUMN EET RTHAN It GR GNT O WITH SHOP WELDED CUP SEE DErAILWFI SECTION A SECTION B GIRT ATTACHES BELOW CUP AS SHOWN. GIRT CONNECTION TO GIRT CONNECTION TO COLUMN FLANGE CUP SHOP WELDED TO COLUMN FLANGE NON -LAPPED BYPASS GIRT WF56R BYPASS CHANNEL ENDWALL INTERIOR COLUMN WF60R BYPASS NON -LAPPED GIRT CONNECTION TO COLUMN WF61R AA ATODWMNAMCETHICKNESSLESSTHANOREOUALTOVr AA TYRAT CORNER COLUMN DRAW SINGLE BYPASS ZEETO COLUMN AA / REVISION OWN: / CKD: ENGR DATE NO RELEASE / REVISION 'AN /DAN JAL 06/21/2019 THE REGLSTERED PRDFESSIONAL ENGINEERYM05E SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY THE MANUFAMPER **NOT FOR CONSTRUCTION** AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ROFRERDANDSM NOTIBECONSIDENE EEDASSUCH.0 DRAWING STATUS: Pursuit Boats FOR PERMITS ONLY 3901 St. Lucie Blvd SOFTWARE VERSIONS BIM: v22.2 Fort Pierce, FL 34946 AMERICAN BUILDING! JOB NUMBER: S19KO164A SHEET: SED-501 Richard K. Davis Construction ANUCO Ra'.+PNa MBMR OWN:/CKD: ENGR DATE ���e116 f I i 1 gi�l� r 4� •e C� / ®* . No. 83110 6 ' STATE OF ® ®�,, J USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. COVER THE STACKED BUNDLES WITH A TARP OR PLASTIC COVER LEAVING ENOUGH OPENING AT THE BOTTOM FOR AIR TO CIRCULATE SAFCTl PRECAUD11 RILERBBHOULOAL 3WFAH GLO-HENHAHDUNO PANEL4 y 1 LONGSPAH III PANELS SI ARCHITECTURAL III AND y MULTI RIB SIMILAR. TARP OR PLASTIC COVER USE SPACERS BETWEEN BUNDLES LBLOCK ABOVE GROUND `TIE DOWN PANEL STORAGE GE51 LONG SPAN 111, ARCHITECTURAL III, AND MULTI -RIB PANELS AA FOR PERMITS I DAN / DAN I JAL 1 06/21/2019 USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. COVER THE STACKED BUNDLES WITH A TARP OR PLASTIC COVER LEAVING ENOUGH OPENING AT THE BOTTOM FOR AIR TO CIRCULATE. lA -PRECAUDOIA WOR R3 MOULOALWAT)WPAR GLOVE) WHEN xAHOYHO PANEL& y �Y 1 LONG SPAN III PANELS (MULTI RIB SIMILAR) y 1 TARP OR PLASTIC COVER USE SPACERS OR BUNDLES LBLOCK ABOVE GROUND TIE DOWN PANELSTORAGE RC51 LONG SPAN III (MULTI RIB SIMILAR) BB \\\0111 l 1 w//�, THE REGWEREDPROFESSIONAL I � f No. 83110 1 ENGINEER DMWIN EALAPPL.1 J,. ' ON THESE DRAWINGS IS EMPLOYED � H 1 • �Y -- BYTHEMANUFAMRER r 1 ANODOESNOTSEWEAS "Cs1 1 ! jl' ORREPRBEWTHEPRO1ECrMONE **NOT FOR CONSTRUCTION** NOTBECONSIDSKDh su pY STATE OF �\ Pursuit Boats DRAWING STATUS: FOR PERMITS ONLY .�`,FCOR}p?.•`'�` 3901 St. Lucie Blvd rrf Fort Pierce, FL 34946 SOFTWARE VERSIONS BIM: v22.2 PLbIERICAN BUILDINGS JOB NUMBER: SHEET. enYo / Richard K. Davis Construction oFa UII ! DWN:/CKD: ENGR DATE S19KO164A �SED-600 MBMq //fri[Ili \�4\ FBC-1 BASE ANGLE DETAIL SA01_ AB OUTSIDE CORNER FLASHING FOR IQ J ti BLIND RIVET 1/0 RIVET (6) PER LAP (TYP.) OUTSIDE CORNER LONG SPAN III WALLS BLIND RIVET 118 RIVET (2) PER CLIP TO WALL PANEL SIDEWALL PANEL 118 RIVET 121 PER CLIP TO DOWNSPOUT BASE FASTENER (BY OTHERS) WALL PANEL I 1/4' CONCRETE ANCHOR Vh) 3-0' O.C. W) WALLMAPI FASTEIIER(1) #I,X1114 (SEE NOTE? -0 O.C. DISIDECLOSURE RE-0UIRED IF ORDERED BISEANGLE 1 Ur: OVERHANG BA-20 g GRADE NOTE 817X2 FASTENERS.1V INSULATION. SECTION AT BASE ANGLE BA02 ARCHITECTURAL III. ARCHITECTURAL ^P RIB ORLONG SPAN 01 WALLS I AB THINGS TO REMEMBER 1. THINK SAFETY. 2. CARE FOR PANELS IN ACCORDANCE WITH ERECTION GUIDE. 3. ALIGN GIRT. 4. PLUMB FIRST AND EVERY PANEL 5. CHECK COVERAGE ON EVERY PANEL 6. FOLLOW SCREW ATTACHMENT SEQUENCE: TRAILING TO LEADING. TOP TO BOTTOM. 7. DO NOT EXCEED INSULATION THICKNESS (4- MAX.). B. DO NOT "RATCHET- OR OVERTIGHTEN WALL PANEL SCREWS. THIS WILL CAUSE "DIMPLING". 9. USE THE FLAT OF THE LONGSPAN PANEL TO APPLY PRESSURE WHEN INSTALLING. (SEE EXAMPLE) 10. DO NOT USE ABRASIVE SAWS OR OTHER CUTTING TOOLS WHICH PRODUCE HOT METAL PARTICLES OR BURNED EDGES. THESE METHODS WILL DAMAGE THE PAINTED AND GALVALUME FINISH AND WILL VO ANY WARRANTIES. USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEVICES WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. LONG SPAN III WALL PANELS 118 RIVET �• (6) REQUIRED DOWNSPOUTFDS3414.4 OR ELBOW FDE341 EAVE SUPPORT - FLASHING EAVE EAVE CLOSURE TAPE MASTI7 URETHANE CAULK 314 TM [GTS EAVE CLOSURE— OUTSIDE CLOSURE Loa REQUIRED IF ORDERED \ I yIffl BLIND RIVET 118 RIVET (3) PER LAP U— `LONG SPAN III PANEL OUTSIDE CLOSURE INSTALLATION_ AT EAVE EA37 LONG SPAN IN WALLS AB FDS3414A DOWNSPOUT OUTLET DETAIL ONG DASHED LINE ALONG SOLID LINE BLIND RIVET (4) 118 RIVET 118 TUBE GUTTER SEAL GTS SAVE DOWNSPOUTS DOWNSPOUT CLIPS (FDC341) 10' 1 PC. FOS34-14A & 1 PC. FDE341 2 12- 1 PC. FDS3414A & 1 PC. FDE341 2 14' 1 PC. FDS34-14A & 1 PC. FDE341 3 16- 1 112 PC. FDS3414.4 & 1 PC. FDE341 3 18- 1 112 PC. FDS34-14.4 8 1 PC. FOE341 4 20' 1 112 PC. FOS34-14A S 1 PC. FUE341 4 22' 1 112 PC. FDS3414A 8 1 PC. FDE341 4 24' 2 PC, FDS3414A 8 1 PC, FDE341 5 26' 2 PC. FDS3414A & 1 PC. FDE341 5 28- 2 PC. FDS34-14A S 1 PC. FDE341 6 30' 2 112 PC. FOS3414A & 1 PC. FOE341 6 32' 2 112 PC. FDS34-14A & 1 PC. FOE341 6 34' 2 112 PC. FDS34-14A & 1 PC. FOE341 7 36' 2 112 PC. FDS34-14A S 1 PC. FOE341 7 38' 3 PC. FOS34-14A 8 1 PC. FOE341 a 40' 3 PC. FOS34-14A S 1 PC. FDE341 a SECTION THROUGH DOWNSPOUT GT03W I RIVET LOCATIONS AT DOWNSPOUT LAP OR ELBOW GT04W I DOWNSPOUT SCHEDULE (WEST COAST) GT06W AAL AA AA 118 RIVET (4) PER LAP (TYP.) INSIDE CORNER FLASHING FL08A LONG SPAN III WALLS I AB ROOF FASTENER (TYP.) GUTTER CLIP COVER TRIM ENSURE ATTACHMENT OF SCREW TCGC THROUGH EAVE SUPPORT TRIM (REQUIRED AT PAINTED ROOFS ONLY) _ GUTTER CLIPS ROOF PANEL PLACED IN FLAT OF PANEL TAPE MASTIC EAVE COVER FLASHING 314 TM TFEC_ I 3"LENGTH GUTTE TGTI II EAVE SUPPORT FLASHING DOWNSPOUT CLIP n EAVESTRUT FDC341 •DOWNSPOUT FDS7414.4 II GIRIY/ALL II� 6'-0-O.C., TYP DOWNSPOUT CLIP U FOC341 BLIND RIVET n 1B RIVET SIDEWALL PANEL (TYP.) DOWNSPOUT ELBOW I �� FINISHED FLOOR FOE341 - u • FIELD CUT TO REQUIRED LENGTHS DOWNSPOUT DETAIL GT02W AA `lTnL1ee1'c! OE�q •f � 4®IP e IVY. VJI IV E THEREGLSTEREDPROFESSIONAL ENGINEERWHOSESEALAPPEARS I Yd MPLOYED BY THE MANUFACTURER ANDDOESNOTSEWEAi STF11 ORS ORREPRESENTTHEPROIER ENGINEER OF RECORD AND LL ION** 1� �L NOTBECOMIDEREDASSUCH. 0R,g �RCfy� Pursuit Boats DRAWING STATUS: s� 04� Fort St. Lucie 34946 SOFTWARE SIM:v22ION 3901 Blvd ORPERMITS ONLY 2 AMERICAN BUILDINGS �AL Richard K Davis Construction JOB NUMBER: SHEET: A—COaa )WN:/CKD: I ENGR I DATE IN01 RELEASE/REVISION I DWN:/CKD: I ENGR DATE S19K0164A SED-601 M9MF1 DAN / DAN I JAL 06/21/2019 _ _ _ _ ryP LAP TGTI ENDCAP BLIND RIVETS \ I I 118 RIVET (12) PER LAP (2) 114"a BEADS OF GUTTER SEAL EACH LAP \J GTS GUTTE GUTTER LAP OR ENDCAP ENOCAP GE1_ BLIND RIVET 118 RIVET (12)PER LAP FASTENERS AT GUTTER LAP OR ENDCAP GUTTER LAP AND GUTTER ENDCAP FASTENER DETAIL GT07 AA FIELD CUT PARTITIO BASE ANGLE PANEL AT HIGH RIB !- GIRT LINE PARTITION WALL PANEL SAFER P__`T`OIN ELECTRICAL TOO-MOSTSE PROPER T LONG SPAN 111 PANEL SHOWN, GROUNDED. DO NOT USE EECTNIGL OTHER PANELS SIMILAR) EOUIPMENTTIxILE STANDINOON 6UIpFACES PARTITION FLASHIN PF__ BLIND RIVETS ANGLE 1/8 RIVET GA-2 1'-0" O.C. NOTE: EXTERIOR WALL PANELS NOT SHOWN FOR CLARITY. SECTION THROUGH PARTITION CORNER AT 9AFET PRECAUTION' IN.-EIN.-E..OERS SNOULSTTEAR OAL"AY PUR1.1111RT SPACING * 2"(MIN) GLOVES "HEN HANDLING METAL SURFACES WITH SHARP EDGES. OI" m e io m ^ w m -- nl HEM EDGE NOTCHING DETAIL FOR 8" PURLINS OR GIRTS FIELD _CUT PARTITION FLASHING (PF) TO THE REQUIRED LENGTH AND NOTCH ENDS FOR PURLIN/GIRT CLEARANCE AS INDICATED ABOVE. NOTCHING DETAIL FOR PARTITION FLASHING LP11 8" ZEE SECTION AA GUTTER CLIP COVERTRIM TCGC (REQUIRED AT PAINTED ROOFS ORY) STANDARD GUTTER TGT1 GUTTER CLI CG B_ FOR LOCSEAM AND STANDI NG SERM CGBL_ FORLONG SPAN III GUTTER CUP GCfi GUITERENDCAP -L R PLACE GUTTER CLIP IN FLAT OF PANEL GE1_ ENSUREATTACHWNTOFSCNEW THROUGH EAVE SUPPORT TRIM FOR LOCSFAMAND STANDING SEAM. THROUGH EAVE MENBER FOR LONG SPAN III ROOF. GUTTER CLIP PLACEMENT DETAIL GT18A AA DETAIL LP10AA PARTITION FLASHIN PF__ (TYP.) SEE DETAIL LP021AA SAFETY PRECAUTION: WORKERS SHOULD BE TRAINED DI THE PROPER ERECTION PROCEDURES FORALLJOBS. INSULATION II II TRIMINSUTATIONAND TURN II YL VINBACK INSULATION MUST NOT BE EXPOSED TO WEATHER WALLPANEL Ni II 11 II II II � - II II II BRSEANGIE a NOTE BASEMENBER MAYBE DIFFERENT FROMWHAT ISSHOWN. PARTITION FLASHING SAFETY PRECAUTIOM PF-- EECTRICAL TOOLS MUST BE PROPER Y MOUNDS. DO NOT USE ELECTRICAL EOUItMENT "HUX STANDING ON RET SURFACER I I N I NOTE: I I I EXTERIOR WALL PANELS NOT SHOWN I I I PARTITION WALL PANEL FOR CLARITY. I II II FIELD CUT I I I I FINISHED FLOOR BASE ANGLE 1 BLIND RIVET 1/8 RIVET 2'-0" O.C. SUGGESTED INSULATION DETAIL AT WALL PANEL BASE IN02 PARTITION FLASHING CORNER DETAIL AT BASE ANGLE_ I LP02 AA I —I AA NOTE: FIELD NOTCH PARTITION FLASHING SEE DETAIL LP22AA AT BASE ANGLE, GIRT, PURLIN AND FIELD CUT AND EAVE STRUT' BEND TO FIT ROOF PANEL SEE DETAIL LP14AA BLDG. EXTERIOR WALLPANEL PARTITION WALL PANEL TRANSVERSE PARTITION ELEVATION NOTE: FIELD CUT PARTITION FLASHING (PF=)TO THE REQUIRED ECAUTIOx: LENGTH AND NOTCH ENDS FOR PURLIN CLEARANCE AS INDICATED. WOR ESRns ouLD nu ar REAR SURFACES WITH SHARP EDGER. PURLIN SPAN AT RIDGE • 4"(MIN) HEM EDGE -+ I FIELD CUT AND BEND AS REQUIRED AT RIDGE LINE SEE APPROPRIATE NOTCHING DETAIL 8" ZEE - REFER TO LP11AA 9 112" ZEE -REFER TO LPIZAA 12"ZEE-REFER TO LP15AA NOTCHING AT RIDGE PARTITION FLASHING LP14 AA INOI RELEASE / REVISION I DWN: /CKD: I ENGRI DATE INOI RELEASE / REVISION I DWN: / CKD: I ENGRI DATE 11 SAFETY PRECAUTION: nORRER PERSONAL PROTECT NI EQUIPMENT SHOULD ALWAYS NMET OSHA STARDARDS. PARTITION FLASHING-- PARTITION NOTE: PF—_ PANELS NOT SHOWN FOR CLARITY. SAFETY P"DOU ION, R IS RECOMxEMOEO TxATALL nORRER9 REAR . STE TOE SHOES YRTN HARD HATS GUARD. ErE FRorErnox, AND HARD xATs. SAFER PRECAUTOW NOR- . SHOULD DE TUUNEO IH ERErnDN PRDCEDUR F00. ALL Jo_ FIELD NOTCH PANEL AT PURLIN NOTE: WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS OR OTHER CUTTING METHODS WHICH PRODUCE HOT METAL I PARTICLES OR BURN THE CUT EDGES. 9 THESE METHODS WILL DAMAGE THE PAINTED I AND GALVALUME FINISH AND VOID ANY FIELD NOTCH LIND RIVET WARRANTIES. USE PARTITION FLASHING 118 RIVET DOUBLE CUT SHEARS, AT PURLIN PURLIN 1'-0" O.C. NIBBLERS OR OTHER CUTTING DEVICES WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. BLIND RIVET (2) 118 RIVET PARTITION FLASHING DETAIL AT PURLIN LP22 SIMILAR AT WALL PANELS AA Pursuit Boats 3901 St. Lucie Blvd Fort Pierce, FL 34946 Richard K. Davis Construction SAFER FRECMRION: NYRE GERTAIx e CORRECT NOTE: IS AVAiLABLe ANDND USEDUSED FOR EACH PANELS NOT SHOWN USAGE REBULTS IN EEMPL1YE INJU FOR CLARITY. EAVE STRUT I I I BLIND RIVET I (2) 118 RIVET FIELD NOTCH — � _ O — PANEL AT SAVE STRUT I I PARTITION FLASHING PF__ FIELD CUT AS REQUIRED PARTITION FLASHING DETAIL AT EAVE STRUT LP70 AA \\``I IIIIIII/j/'/ �\N\ THE REGISTEREDPROFEXIDNAL I++ No. 83110 �P 1 ENGINEERNMOSESEALAPPEARS ® a { , ON THESE DRAWINGS IS EMPLOYED p BY THEMANUFARURER AND DOES NOT SERVE AS ORREPRESE—EPROIECT ! L STATE OF + �1 TION** ENGINEER OF RECORD ANDS U. NOT FOR ® 1L ` DRAWING STATUS: No1eE CDNSIDEREO As sua.®S� ,(C OR`pP �+N�W\`� FOR PERMITS ONLY SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDINGS ���1, JOB NUMBER: SHEET: JnucoFR ttTPNR "+, �f� v S19KO164A SED-602 MBMR N suerrmEv MN GOOD ALIGNMENT OF THE FASTENERS WILL GIVE A PROFESSIONAL APPEARANCE OF SHEET AEWAYSwEAR O5IW"PFRDV®EJE _ — INSTALLATION. THIS CAN BE ACCOMPLISHED BY PRE -DRILLING HOLES IN THE SHEETS eRorEtroxmmJ0a0um+aDwu NOTE OREEDT WRWGIINS AT IDENTICAL LOCATIONS. UP TO 15 SHEETS CAN BE STACKED TOGETHER AND DRILLED ROOF PANELS NOTSHOWN USING A TEMPLATE SHEET. USE 118" OR 5132' DIAMETER DRILL BIT FOR SHEET TO FOR CLARITY. GIRT fU15EANGLE, STRUCTURAL FASTENERS. AND A 114' DIAMETER BIT FOR THE SIDELAP CLEARANCE HOLES. CLEAN METAL FILINGS OFF PANEL SURFACES AFTER DRILLING TO AVOID RUST STAINS. PARTITION WALLPANEL (HELD NOTCH PANEL I GAVE STRUT OR LONG SPAN ID PANEL ITYP.) OTHER EAVE MEMBER THE TEMPLATE SHEET SHOULD BE LAID OUT IN ACCORDANCE WITH THE BUILDING ERECTION PURUN ATPURUN) DRAWINGS. SINCE PRE -DRILLING WILL'HAND"THE SHEETS IT IS NECESSARY TO SELECT THE WALL STITCH FASTFNEit(S) WALL EEN OTE 1) ER(S) jTYP. AT SDEIAPS, SEE NOTE 2) (TYP. SEENOTE 1) END OF THE BUILDING FROM WHICH THE SHEETING IS TO BEGIN. PRIOR TO DRILLING THE TEMPLATE SHEET IT SHOULD BE CHECKED FOR PROPER HOLE LOCATIONS AGAINST THE / 01404 DETAIL'A' N12XI 114 (SEE NOTE 3) Z-0'.O.C. VERTICALLY 11-0' O.C. DETAIL'A' BUILDING FRAMEWORK. BE SURE THERE IS NO SAG IN THE PURLINS OR GIRTS. — — — — — — — — — — PRE -DRILLED TEMPLATE SHEET STRUCTURAL FASTENER(S) 012X1114 sAVErT vaeesunoN — — — — — (!)PER PURLIN NOTES 1. OUTSIDE CLOSURE, AOWAVXOIAVNOIIOAI PRO ONWOSx4nwaorEo Ere vaoTEcnoN nxsN ovERwnxo oaL OR ELECTRIC SOREN OUNe. 0 PATTTION FLASHING WALL MAIN FASTENERS) REQUIRED IF ORDERED FOR BUILDING SLOPES 1112:120R LESS NOTE01 : =- p12X1114 (SEE NOTE) NOTE SEE FASTENER LAYOUT 1'-0'O.C. BUND R1VEf 2. ...CLOSURE OTES) RE 1. WALL FASTENERIS) REOUIREDAT SIDEWALL 3. 012X2 FASTENERS wtVINSULATION WCOSAB STACKED SHEETS TO iB RNEf 'O.C. REQUIRED IFORDERED FOR BUILDING SLOPES (SEEOUT (SEE NOTES) AND ENDWALL GIRTS. BASE ANGLE, EAVE BE DRILLED ANGLE NOTE p16"I FASTFNER(S) GRFATERTHAN 112:12 STRUTAND GABLEANGLE FASTENER LAYOUT GM1 w/CINSOLARDN SHOWN ALSO APPLIES FOR LINER AND PARTITION PANELS OUTSIDECLOSURE 2. PANEL STITCH FASTENERIS)AS SHOWN READ. REQUIRED IFORDERED ONLY AT PANEL SIDELAPS ORAT FLASHING (SEE RA01AB) LAPSAND FLASHING TO PANEL CONNECTIONS KEEP ENDS OF PANELS ALIGNED SECTION THROUGH PARTITION AT PURLIN LP23 PANEL CLOSURE DETAIL AT RAKE RA01 FASTENER LAYOUT _ WC05 PRE -DRILLING TOR FASTENER LOCATIONS FAES AB ARCHITECTURAL II. ARC19TECTURALY RIB OR LONG SPAN IBWALLS AB LONG SPAN IIIWALLS AB LONG SPAN III WALL PANELS All LP14PA LPISAA REFERENCE DETAILS LP70A4, LP11AA. LP12AA, WALL MAIN FASTENER(S) Try% rrPRE�unu M12XI 114 (SEE NOTE) AWROVED EVE WOOD BLOCKING . vROTR—MENOrB�n WDRUs (BY OTHERS) LONG SPAN B PANEL OR aaTRwscREwGuns NOTE 012X2 FASTENER(S)wIs- INSULATION OPFNWALL EAVE STRUT rRAKE FLASHING FIELONOTE: EAVE CLOSURE FLASHING LUNE REQUI EDATCELSAS RC-0UIRED ATCORNERB WALL TRIM FASTENER(S) 914X314 1'-0- O.C. AT PANEL RIBS EAVE SUPPORT WALL TRIM FASTENER(S) FLASHING 014X314 O.C. AT PANEL RIBS ASTENERS)1'-0' z OUTSIDE CLOSURE REQUIRE IF ORDERED LONG SPAN B PAPAL PA0AS GABLE MEMBER — — FJ1S�HING WALL hWN FASTENER(SEENOTE) 1'-0' O.C. GIRT (SEE NOTE Sj RIVET TYPICALWALL �GIRTLINEOR TRIM FASTENER(.) CORNERFLASHINGiB RIVET FCR STRUCNRAL LINE / D14 X 314 (6) PER FLASHING LAP 2'-0' O.C. AT PANEL SIDELAPS NOTE p12X2 FIISTENER(G)w/6' INSULATION — — — — _ CORNER FLASHING DETAIL (OUTSIDE) WC 21 CORNER FLASHING DETAIL (INSIDE) AT OPEN WALL TRANSITION WC26B --- TONG SPAN RI W AB LONG SPANIII WALLS AB WALL MAIN FASTENER(.) 012X1 114 (SEE NOTE 6) 1'-0 O.C. BACKLAPPING THE PANELS 1' OR XIS ROUTINELY DONE TO MATCH PANEL COVERAGE WITH THE BUILDING WIDTH AND LENGTH. ON THE SIDEWALL THIS IS DONE WITH THE LAST PANEL INSTALLED. ON THE ENDVFALL THIS IS DONE AT THE RIDGE AND WILL BE MARKED ON THE ERECTION DRAWINGS. BASE ANGLE G� G� 0\� BA-20 GENERALNOTES: sAEErT REGAunoNc P A z I 00 NOT 9TEP,SR OR LIaB ON WALL GIRTS OR EAYESTRUT9. FAILURI TO AOHE E TO THIS PRECAUTION IIAY RESULT IN A 1. CROWD OR STRETCH PANELS SUGHTLY AS NECESSARY TO smous Imu". MAINTAIN 34' COVERAGE PER PANEL 2. PANELS MUST BE INSTALLED SQUAREWrrH BUILDING FRAME. 3. PANEL SIDELAPSSWCHED 7-0' ON CENTER WITH 014 WALL FASTENERS. p 4. USE70UCH UP PAINT WITH AN ARTIST TYPE BRUSH. LONG SPAN III PANELS DO NOT USE ANAEROSOLTYPE PAINT FORTOUCH UP. 6. GIRTS ARE TO BE BLOCKED TO MAINTAIN VERTICAL GIRT FLANGES. ,tQUINTliq MAINTAINCALGIRT FLANGESWUL CAUSE DIMPLING �J d�"«wayri��P� OF PANELS LOCATIONS. �,.,!'d �Aw �G V CORNERFLASHING BASE ANGLE CORNER FCR / F'S P ® { s'0® FBC-1 6. USEp12X2 FASTENER(S)w16' INSULATION NOTE: ENDWALL PANELS SHOWN, SIDEWALLS PANELS SIMILAR LONG SPAN III SHOWN, ARHITECTURAL 1I1 & ARCHITECTURAL "v" RIB SIMILAR. a THE REGISTERED PROFESSIONAL 1 D� a,� I No. a\3 `� 1 Q ENGINEER WHOSE SFALAPPEARS5 TYPICAL CORNER DETAIL AT PANELS WC20 PANEL BACKLAPPING WC75 ON THESE DRAWINGSLS EMPLOYED BYTHE MIANUFACTURER I ARCHITECTURAL III, ARCHITECTURAL"V- RIB OR LONG SPAN III WALLS AB LONG SPAN III WALL PANELS AB ANDDOUNOTSERVEAS ORREPRESENTTHEPROJECT I \ r+L ��y ENGINEEROFRE[ORDpNDSHALL, ` 1\ NOT SE �Sle CONSIDEREDASSUGH. *NOT FORTION** Pursuit �� ���b� Boats DRAWING STATUS:+� 3901 St. Lucie Blvd FOR PERMITS ONLY ,o' SOFTWARE VERSIONS Fort Pierce, FL 34946 BIM: v22.2 AMERICAN BUILDINGS JOB NUMBER: SEET: HEET: Richard K. Davis Construction S19KO164A "'"""" MBMF1 NO RELEASE REVISION DWN:/CKD: ENGR DATE NO RELEASE REVISION DWN:/CKD: ENGR DATE 0 1 FOR PERMITS DAN / DAN JAL 06/21/2019 /�/ LONO— 0IDECLOSURE CLAIVFAND WOOD BLOCKING BY OTHERS (SUGGESTED) I 3 ' 2 FASTENER 1 SEQUENCE DTIONOF NERSEQUENCE AL IN REDUCING NDWDNG NNIKK 6 II 6 4 III RELEASE/ WALL FASTENERS .... 11A SELF RIWNG CARBON STEEL NR MEAD FASTENER-0UT MASHER MARK N0. HTx11M fiOMM pFPLICAnON CUPS AT OVER— DOORS. WALK DOORS, EYC. DESCRIPTION ELF /111A SELF ORIWNO COLON MAKXINO HER HEAD FASTENER IYRNOUTYIASMER WANK x4 nu1 nA soxx APPLICATION SNEETT08TRUCNRALCONNEC1IONS (BASE S OAeLEANGLE. outm EAVE STRBTs. ETCJ O ESCRIPnON PIPLIPA_J_j.. SELF DRIUNG COLOR M WNG HEX ARX HEAD FSTENER WTrMOUT NASTIER NO. HA%1<SDXM PANEL 31DELAP CONNECTIONS. PLASHING K PANEL COMNEMO—O OTHER eHEET TO SWEET CONNECTIONS MISCELLANEOUS FASTENERS DESC R-Q. m- K No. RIVET MAR11 RIVET pPPLICgnON FLASHING LAPSAND FLASHING K PANEL CONNECDONS DESCRi.10N NIB DWMETER RWkT MRN MASXER MARK NO. 8RV-1 pPFUCATON IsloEuexr mDELAP wxxemoru DESCRIITION DD 50%t2 ELF TAPPING CARBON STEEL HEX M�pO FASTENER miNOUTYIA3NER K N0. HOx1R STIOI q(LPP� CATON}y YCATON N WDOM JAMS NUWON9 SPECIAL CONDITION FASTENERS CRIPIION eELF O:x1trsrRI WNO CARBON STEEL xEx MEAD TEMER mTNOUT WASXFA MARK M4 H9111Y1 SDMNIS APPLICATON ISTEEt TMICxNESSES ORENTEa THAN 1rA' F UPTOAND INCLUDINGIR') FIELD SniUmIRAI ATTACXMENTS OESCRIFTON /10 x1 IM 9ELF TAFMMD CARBON STEEL NEx MEAD PASTEIIER mTx WASHER TMARK NO. HOxt 112 STXHEI PPLICATOx PANELS TO W DOD STRUCNRE 11fA' MR MEAD 90CIrET REDNgEp) NOTE. ALL HEX HEAD SIZES SHALL REQUIRE A SHS•• HEX SOCKET UNLESS NOTED. BASIC PARTS AND PIECES WC61 LONGSPAN WALLS AB J BUILDING STRUCTURAL LINE (GIRT LINE) 11718Y WALL NJUN FAST6NERis) /— WOOD BLOCKING R12XI 114 (SEE NOTE) ' G Os� LONG SPAN AI PANEL CL MAJOR RB (OVERLAPPING RIB) NOTE D11X1 FASTENER(S)MI6•INSIAATION NREDPRaTJRDN. DORorsrEv.SRox4Na ON WNLSRTSOREIVF SRIURMLUREroAONFAE roYHwvREcwnox NAY Re;4rwgsERDusw.v3r. LONG SPAN III PANEL (TYP. U.NJ BEARING OVERLAPPING RIB RIB EQ. EQ. 118•a HOLE BLANKET INSULATION (BY OTHERS) LONG SPAN IA PANEL LAP AND PRE ONLEEDTROLEDETAI— LONG SPAN IA PANEL SHOWN, I MPANFI e--- MULTI RB SM AR PANELS SIMILAR BUILDING STRUCTURAL LINE (GIRT LINE) va• 1rz• WALL MAIN FASTENERS) ARCHTTECTURALIII #17X1114(SEE NOTE) PANE 1'-0. O.C. .11 EOUALSPACING UPTHEENDREPANELLAP. BEARING RIB ARCH. IA PANEL OVERLAPPING (TYP. U.N) 7 I IRB / EQ.—H--I EQ. 4 11B•x HOLE EBI APPING RIB FOR STITCH SCREWS AS SHOWN WRL INSURE ALL SCREWS ARE ALIGNED. NOTE TO AVOID DIMPLING DO NOT OVER TORQUE SCREWS. DWN: / CKD: 1ENGRI DATE INOI RELEASE / REVISION DAN / DAN I JAL 06/21/2019 BUILDING STRUCTURAL LINE (GIRT LINE) ire ARCHITECTURAL Y RIB PANEL WALL MAIN FASTENER(S) #11X1114(SEE NOTE) 11-V O.C. ARCH. V RIB PANEL (M. U.N.) BEARING RIB h[!.MGEQ. q 118•0 HOLE ARCHITECTURAL V RIB PANEL LAP PRIOR TO WALL SHEETING ALIGN WALL GIRTSAS SHOWN IN GEBS'AA INSULATION (BY OTHERS) IF REQUIRED, SHOULD BE INSTALLED PRIOR TO THE PANEL INSTALLATION ANDCOMME)INTHESAMEMANNERASSHEENNG PROGRESSESALONGTHEWALL INSTAU.THEFIRSTWPLL PANELATTHE BUILDING CORNER AND ALIGN THE PANEL RIBWITH THE STRUCTURAL OR GIRT UNEASSHOWN IT IS EXTREMELY IMPORTANTTRATTHE FIRSTWALL PANEL BE INSTALLED PLUMB.. USEASPIRIT LEVEL ORTRANSR ON EACH PANEL R IS RECOMMENDED THATA SMALL WEDGESPACER BE PLACED UNDER THE PANEL ATTHE BASEANGLE APPLY THE WALL PANEL OVERTHEINSULATION AND INSTALLWALL FASTENERSATALL STRUCTURAL WALLMEMBERS BEGINMNGWITHTHETOP MIOSTATTACHMENTAND PROCEEDING DOWNWARD (SEE SUGGESTED NUNERICALFASTENERSEOUENC4 REMOVETHEWEDGESPACER BEFORE ATTACHING PANELAT BASEANGLE DO NOT ERECT PANEL. BY ATTACHING AT BOTH ENDSWORKING TO THEMIDDLEOF THE PANE THIS PROCEDURE PROMOTES •OIL CANNING. INSTALLTHE NEXT PANEL BY SIDELAPPING THE RIB WRHTHE FIRST PANEL (AS SHOWN). CHECK FOR PLUMBNESS AND FASTENTHB PANEL IN THE SAME MANNERAS THE FIRST PANEL CONTINUETO SHEET THE WALL USING THIS PROCEDURE CUT PANELS AT DOORS, WINDOWS, LOUVERSAND OTHER WALL OPENINGS AS REQUIRED. SHEETING CAN USUALLY BE STARTED FROM EITHER END OFTHE BUILDING AND CONTINUED EITHER IN THE DIRECTION OF LEFTTO RIGHT OR NIGHT TO LEFT AS SHOWN HOWEVER BY APPLYING THESHEETS TOWARD THE DIRECTION OF THE PREVAILING VIEW, THE OVERLAP LINE ATTHESIDELAP OF EVERY PANEL WELL BE LESS VISIBLE THE SAME PRINCIPLECAN BEAPPUED WHERE HEAVY PREVAILING WINDS OCCUR BY PLACING THE LAPPED EDGE ON THE LEEWARD S10E (DOWNWARD SIDE) OF THE PANEL RIB. ALL WALLGIRTSARE SHOWN TOED UP, TOED DOWN SIMILAR FAVE STRUT SHOWN OTHER EAVE MEMBERS SIMILAR WALL PANEL INSTALLATION I WC64 LONG SPAN R. ARCHITECTUM III OR ARCHITECTURAL V RIB WALL PANELS I AS Pursuit Boats 3901 St. Lucie Blvd Fort Pierce, FL 34946 Richard K. Davis Construction **NOT FOR CONSTRUCTION** DRAWING STATUS: FOR PERMITS ONLY JOB NUMBER: S19KO164A THE REGISTERED PROFESSIONAL ENGINEERWHOSESEALAPPEARS ON THESE DRAWINGS 5 EMPLOYED BY THEMANUFACTURER AN DDOESNOTSERVEAS ORREPRESEWTHEPROIECr ENGINEER OF RECOBD IW DS_ NOT BE CONSIDERED AS SUCH. DINI: Vz" AMIItICAN BUILDINGS SHEET: A nueow oaPurr SED-604 MBMIR U