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Levy Road 146-148 MAP SHOWING TOPOGRAPHIC SURVEY 01": LOTS 1 , 2, AND 3, BLOCK 237, ATLANTIC BEACH SECTION "H", AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY a i LEVY tp ROAD ROW VARIES W.INV-9.81 �� 1��g (ASPHALT PAVEMENT) E.INV-9.95 15" RCP 11tig� ~�~ I 0 13.15 ____ �� 112 I ti� M.E.S. ��- EDGE OF PAVEMENT-- _� 12� TOP=12.10 13. 3 X BOTTOM=10.82 +,127 � 7r�G ��'�� ,'�6 • 102-44 2" TERRA COT7A_SANITARY o OUTFALL SEWER FROM PR 1.5' CONCRETE EVIbUSISURVEY CURB I ti o a Q Co 0 (y; ��, 1�i �� BLOCK 237 O 13.02L0 z r' w I 1ti� �� p Aj ALJ x k LJ Lj a a x CL 00W O p el A CIL, © '� x 1��4 tia GRAPRIC SCALE C EDGE OF PAVEMENT O> a a �rL�l 20 0 10 20 40 80 Lo b �`J x " BLOCK 237 [11--CCK 236 " ( IN FEET ) 1 inch - 20 f t. 0 x _{ 157r� 1 1`Lob 12 x OLn o � " a g � �3 x � BLOCK 237 \I,. h ' 102.DD OHE � LI OxHE— CIE _. . OhiE12.1 11.5 -- A\e�• 70 �L•� x 9 ` `L ��_—�__..._. - N 1, 0 EDGE OF PAVEMENT 22 S WEST 14th STREET 50' ROW s (ASPHALT PAVEMENT) i i I i LEGEND: NOTES: SYMBOLS ABBREVIATIONS 1. ELEVATIONS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929, (N.G.V.D.) 2. THIS PROPERTY LIES IN FLOOD ZONE "X" BY FLOOD MAPS REVISED 04/17/1989, COMMUNITY PANEL NO. 120075 00010. DENOTES POWER POLE CL CENTERLINE 3. NO BUILDING RESTRICTION LINE BY PLAT, BUT THERE MAY BE RESTRICTION LINES OR EASEMENTS THAT EFFECT THIS DENOTES DOWN GUY INV INVERT PROPERTY BY ZONING OR RECORDED IN THE PUBLIC RECORDS OF THIS COUNTY THAT ARE NOT SHOWN ON THIS SURVEY. � MES MITERED END SECTION DENOTES TOP OF BANK OHE OVERHEAD ELECTRIC CHT OVERHEAD TELEPHONE RCP REINFORCED CONCRETE PIPE ROW RIGHT ;OF WAY y �i 114EREBY CERTIFY TO: THOMAS ED GIBSON � i THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL I STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF ' PROFESSIONAL LAND SURVEYORS, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 61G17-6 it IOU RBEEE LAMB FLORIDA ADMINISTRATIVE CODE. lJ-llMIDI INC. lt5RIDA-REGISTERED SURVEYOR N0.1674 H. BRUCE DURDEN, SR. 1103 SOUTH THIRD STREET JACKSONVILLE FLRIDA 322 (904) 249 261EACF1, FAX-(904) 2410125.2 DATE: NOVEMBER 9 1995 l- Lit Lite ` THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. � 20� c r rt ro �L n t r� CA �7 a 1� Q • G ffq � �.� S r � 1, q 5Leo `GE All —T:77r, fp 04 F— I OFFICE NQ '•' 33 F[CE 2 ! cu ru SA .94 FS i E-3 ! N Ca i 13.90 w (! Q I I ' II 'r------------I n �� ' �� r------------ 1 I n i �---------- I ' I ------------i , O' Dv.E,D Ali�R NZIC BEA�tI i '`2i42�iti3�"2J)f�fFl -------._-- �.--------® n �N x C Bvo D N� oF�1�E I v ty a r - Zf I o -I M V _ • o z ac x v I , W d ty � M r � CD E3 MM -4;0 1MO = ;� t=f ca LID . �� D ------------ � Ca O r----- --� r Q7 v 1 1 co x i f'1 CD a" _ •.. 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N q,, x ,. mX -<mAy T r p n to `C A�'C Ft7t� V) p� ply � o t- y T !' ymy 19.G' 7 z W ov � --4 o� ------------------903' y FA Q n syn ci w Z Gn�v cow c t-' z Q 0 (z) L,) C o Zmm 0 'b: O� x Uo�o �� C i- 5TO13Ycn o mom �� \ COQ/3 U64 TED ::�: m o y n H -� Nix METAL �— o d z �= co oQ �� o �, f3LllLD/�U o o n — t' -. 1N /� _ f*� yo m� N ;� I 0 x C o .p. , Concrefe Drive V d 9 �-, �= on O p n � a o p p Q z d T d lb N) --n 0-� y v rj Cent.FbdA/C drZ� o V p� N y p �ODaC n b> 50.00 _ Z50.00' 7/. 20' R ,,uno'%o"Iron Pi pc r r!l o -1 D�N� �y�•I � I Foanol<LB 1148)n Plop m ' r- rn ayo�� z � <-Dicn)!rTi� N2y y rn � za my��y Zn� y ( yco NN m O b o < �DO�= z �7 � Q O�ym U1y� N �o rr-C z yo Z e O ,1� Cb �, T D o r �,-55 1,° D STiQE�.T — Z rn-Zia n �z�, C` o � 5O R/GHr OF-W4 — O-itoz ny N w • O�1 Z :x - - - . . . FILE 1725 OFFICE AND WAREHOUSE BUILDING 11165CVR FOR THE BUSBY CO,, INC. GENERAL CONTRACTORS THOMAS E . G I B S O N , OWNER SUBMITTAL DATA FOR APPROVAL Owner: Atlantic Beach Florida 32233 Bye , ?tile• Date: i A P,p ENGINEERING SYSTEMS PACKAGE SUPPLIED C1T1' O ATLANT BY O BEACH FOR BUILDING OFpICE ` Owner THOMAS E. GIBSON, OWNER Builder C The Busby Company, Inc. DATE: 07-15-95 127 7 Address 364 WEST THIRD STREET Address 543 Dellwood Avenue r b COR.OF LEVY RD.& ROSE ST P.O. Box 40128 State: FL Zi 32233- City Jacksonville State: FL 7,ip; 32203-0128 City ATLANTIC BEACH, p: GENERAL BUILDING INFORMATION: PRODUCT APPROVALS AND CERTIFICATIONS Type LP2M1 1. Standard Building Code - SBCCI #8966, 12 Basic Styles. Width 70' 0" 2. Building Structure Shall Meet The Standard Building Code 1991 Edition. 3. Live Load on Main Frames 12 PSF. U. Length 90' 0" 4. Live Load on Roof Purlins 20 PSF. = 00 o W 5. Wind Loading 110 MPH. u. 07 W Eave Height 16' 0" 6. Longspan Roof Panels Must Beet UL-Class 90 For Wind Uplift, Construction +- O Number 71, as listed in Underwriters Laboratories Building Directory. a ' v 0--' Roof Slope 1" on 12 0*10 y No. R.M"s DA72 OWNER MARVIN BOUTWELL, P.E. © THE BUSBY COMPANY, INC. DATE SHEET CONSULTING ENGINEER GENERAL CONTRACTOR RG-5003926 STREET ADDRESS yONM July 543 DELLWOOD AVENUE 543 DELLWOOD AVENUE 1 CM-STATE 543 FLORIDA 32204 JACKSONVILLE, FLORIDA 32204 UT 15 OF APPeDVAL DATE PH. (904)352-5225 FAX (904)355-4423 PH. (904)352-5225 FAX (904)355-4423 TSAR 1995 15 FILE 1725 ti THE BUSBY CO., INC. 1165SIT3 GENERAL CONTRACTORS SUBMITTAL DATA FOR APPROVAL R ❑ S E S T R E E T One � C By. Title: a e: 2.547 181_10' 10' PINE TREE 18. '3 mac! I � I JC ! Q I Q W 90,_ 0„ o W I . ! CL/ CD 0.j I - I I > a S O I v Ld t --' � l o J I BUILDING AREA 6,300 S.F. i ' I 1 W 2 0 601-71(+i-) HC c>0 m CD LLJ 171,20' — — — — SITE LAYOUT PLAN - BEING= DATZ °WICR MARVIN BOUTWELL, P.E. © THE BUSBY COMPANY, INC. DATE SHEET CONSULTING ENGINEER GENERAL CONTRACTOR RG—SO03926 1 ADDED TREE LOCATD]N W SITE PLAN 08-31-95 STREET ADDRESS YONiS JULY 543 DELLWOOD AVENUE 543 DELLWOOD AVENUE 2 miERAL REVISD7NS -REMOVED STORMVATER REQUIREMENT 02-05-96 CITY-STATE JACKSONVILLE, FLORIDA 32204 JACKSONVILLE, FLORIDA 32204 DAT 15 2 9 PH. (904)352-5225 FAX (904)355-4423 PH. ( 04)352-5225 FAX (904)355-4423 �F APPR°vAl DATE TEO 1995 15 I . I �_— F FILE 1725 j --- ---- ------------------------�-- ------- ----------------- C. THE BUSBY CO., INC. N A OFFICE NO. I I c.W GENERAL CONTRACTORS 1 a i 'xaa j SUBMITTAL DATA FOR APPROVAL j 1 1 1 I 1 I I 1 I I =C3 j 1 I I 1 I I I 1 1 I Owner' I I I I I I 1 t I I I I I I I I 1 t 1 I U By: Title' 1 I ' I I I 1 1 I I 1 I j Date: d W j ® 3' x 10' SKYLIGHTS 5 EACH STORAGE j N.C. C.❑,#1 KIT. 6.49 C.O.#1 cn LA ® . I I 11, i � ' O O V INTERI❑R CARPENTRY, FINISHES, PAINTING, j D.03 ► C10.#1 C.O.#1 PLUMBING, HVAC & ELECTRICAL STORAGE BY OWNER cs Z Y 0 D 3' x 10' SKYLIGHTS 5 EACH T C.041 I I 1 I i I j I I t I I I I 1 I I I 1 1 I I I I t 1 N I I t 1 I I I I t 1 j I I 1 I I I 1 I I I I I 1 1 I I I I I I 1 f I 1 I I I I 1 1 j 440 10.92 I I L---! 14.92 L---J L---J L---J L---J OFFICE N6 1 of , 12'- 0' x 14'- 0' 12'- 0' x 14'- 0' ® I ROLL-UF DOORS ROLL-UP DOORS CHAIN ❑ ERATED CHAIN OPERATED i i C.❑,#1 A j DOOR & BAY j c.o.#1 ��Be e U. uj 90.000 � w r ® d FLOOR PLAN �° '� "0 s DAM OWNER MARVIN BOUTWELL, P.E. © THE BUSBY COMPANY, INC. DATE SHEET CIL NO. A. DELETE THREE(3) RIDGE VENTS, NOW LOCATED AT RIDGE LINE. CONSULTING ENGINEER GENERAL CONTRACTOR RG-SO03926 H. ADD FOUR(4) 20' DIAMETER ROW VENTS,OFF RIDGE TYPE.LOACTED IN ROOF PLANE.m I2-13-95 STREET ADDRESS Y01'178 JULY '3 I C. ADD TWO EACH 3' x r IN12'PERSM00-DOORS A E 4) x I4' Ru.rrPE am. DOOR. 543 DELLWOOD AVENUE 543 DELLWOOD AVENUE 2 A.CHANGED LOCATION OF OVER HEAD DOOR FROM BETWEEN COL LINES 1 AND 2 TO BETVEEN COLUMN LIPS 2 MID 3. 2-5-96 CITY-STATE DAT 15 B.ADDED BATHROOM AT NORTH END OF XaLDM i JACKSONVILLE, FLORIDA 32204 JACKSONVILLE, FLORIDA 32204 OF APPROVAL DATE I PH. (904)352-5225 FAX (904)355-4423 PH. (904)352-5225 FAX (904)355-4423 Tm 1995 15 FILE 1725 11165RSW THE BUSBY CO., INC. GENERAL CONTRACTORS O SUBMITTAL DATA FOR APPROVAL I X-Brace _'/�� I Owner. - By- Title: Date: r -7 L L L—J L L I I I I I I I I I I I I I I I I I I I I I I i I i l l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i i l l l l i l l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I g La I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 I 90'0 (OUT TO OUT (IF GIRTS) c I s REAR SIDEWALL ELEVATION d � mn ® o ma C l-- 17 ti 5, _ f I xo. moons D= OWNER MARVIN BOUTWELL, P.E. © THE BUSBY COMPANY, INC. DATE SHEET DELETE RIDGE VENTS L S11aV OFF-RIDGE VENTS ADD PEDESTRIAN DDDR 3' X 7' 12-12_95 STREET ADDRESS CONSULTING ENGINEER GENERAL CONTRACTOR RG—SO03926 NON= JULY JULY 543 DELLWOOD AVENUE 543 DELLWOOD AVENUE 5 cITT—STATE JACKSONVILLE, FLORIDA 32204 JACKSONVII.I.E, FLORIDA 32204 OAT 15 OF APPROVAL DATE PH. (904)352-5225 FAX (904)355-4423 PH. (904)352-5225 FAX (904)355-4423 YEAR 1995 15 FILE 1725 1165LEW THE BUSBY CO., INC. GENERAL CONTRACTORS O O ® ® O © SUBMITTAL DATA FOR APPROVAL Ownert • y. BBi le: Date: I I I I I I I I I I I I I I I I I I i l l l l l l l l l l l l l l l l l I I I I i l l l l l l 1 1 1 1 1 1 1 1 1 1 1 1 I ► ► I I i l ► ► I I I I I I I I I I I I I I I I I I I I I I i l l l l l l l l l l l I I I I I I I I i l ► i l l l l l l l l l l l 0 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I •° I I I I I I i I I i l ► I I I I I I I I ► I I I I I I I I I I I I . I I I I I I I i I I I I ► I I I I I I I I I I I I 1 1 1 1 1 1 1 I I I I I I 70'0 (OUT TO OUT OF GIRTS> I i LEFT ENDWALL ELEVATI❑N NO. aIOMRsDors o c MARVIN BOUTWELL, P.E. O THE BUSBY COMPANY, INC. DATE SHEET I RDS VENTS REMOVED OFF-RIDGE ROUNDS VENTS 24MSTREET ADDRESS CONSULTING ENGINEER GENERAL CONTRACTOR RG—SO03926 L2-12-`3 mom JULY 543 DELLNOOD AVENUE 543 DELLWOOD AVENUE 6 � clTv-STATE I My 15 JACKSONVILLE, FLORIDA 32204 JACKSONVILLE, FLORIDA 32204 OF PH. (904)352-5225 FAX (904)355-4423 PH. (904)352-5225 FAX (904)355-4423 {�k APPRDVAI DATE YBLB 1995 15 1725 1165REW THE BUSBY CO., INC. GENERAL CONTRACTORS SUBMITTAL DATA FOR APPROVAL O O O (D O owner: Title: Date: cl I I I I V I I I 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I o I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � 70'0 (OUT TO OUT OF GIRTS) 5 I- RIGHT ENDWALL ELEVATI❑Ncn ® � g® w � � ) W +— i.0 IND. sevlslons DATE OVNER MARVIN BOUTWELL, P.E. © THE BUSBY COMPANY, INC. DATE SHEET STREET ADDRESS CONSULTING ENGINEER GENERAL CONTRACTOR RG—SO03928 1 RIDGE VENT REMOVED LOFF-RIDGE RQ�ID VENTS 12-iz-93 moats JULY 543 DELLWOOD AVENUE 543 DELLWOOD AVENUELEDAY 15 7 clTr-STATE JACKSONVILLE, FLORIDA 32204 JACKSONVILLE. FLORIDA 32204 DATE PR (904)352-5225 FAX (904)355-4423 PH. (904)352-5225 FAX (904)355-4423 OF rym 1995 APPROVAL 15 FILE 1725 1165FDN I FF -B 01 L I- �o -� T THE BUSBY CO., INC. J I h L o a GENERAL CONTRACTORS II I 1 11 II I #4 BAR 20' LONG I II SUBMITTAL DATA FOR APPROVAL BENT AS SHOWN I it Owner' 1 By: Nco ' Title' I �I M II Date: i I L13 II I I II w D _j i L e D o II I I II U a II D II - tl ,I r -1 r , 1 ------------- II I' o I N t Y I t I n I o �I r, J L—�—J L�— I N o II ( I II if 1 i NOTE 1 it c 0 J I BUSBY COMPANY, INC, TO I r0 ' SAW JOINTS ON TWENTY <20) L 1 II ( FOOT GRID. I i '1 II I � I �� I M 1, Nit i i II N I II'I (I $ E J �� L BPoI , r -1BPOI w o to -�-- _—_—-------- ------------------ -------------- -�-- °' A 41. 4 A 1'0 29'0 0 3010 2910 , 10 J> 1 2 90'0 OUT TO OUT OF CONCRETE 3 4 r o� c o p t FOUNDATION PLAN xo. moons mss OWNER MARVIN BOUTWELL, P.E. © THE BUSBY COMPANY, INC. DATE SHEET CONSULTING ENGINEER GENERAL CONTRACTOR RG-5003926 � NOTE I 12-L2_95 STREET ADDRESS VONM JULY 543 DELLWOOD AVENUE 543 DELLWOOD AVENUE g CITY-STATE JACKSONVILLE, FLORIDA 32204 JACKSONVILLE, FLORIDA 32204 DST 15 OF APPROVAL DATE 1 PH. (904)352-5225 FAX (904)355-4423 PH. (904)352-5225 FAX (904)355-4423 !F� 1995 15 THE BUSBY CQ,, SPLICE PLATE DETAILS INC, 1, HSLS02 GENERAL CONTRACTORS 2. ISSB01 4, PCRSOI SUBMITTAL DATA FOR APPROVAL Owner• By: Title• 12 Date: 1725 lr— 12 1165RFX —11 4 W U m O Z 0¢ t1) Q W J U .r 35'0 Center Line of Pipe 35'0 Center Line of Pipe 91. 6815 (OUT TO OUT OF FRAME) 92 7010 (OUT TO OUT OF GIRTS) MAIN RIGID FRAME CROSS SECTI❑N S 04 00 p® w W a A o. a W two. moons D= OWNER MARVIN BOUTWELL, P.E. © THE BUSBY COMPANY, INC. DATE SUET STREET ADDRESS CONSULTING ENGINEER GENERAL CONTRACTOR RG-SO03928 543 DELLWOOD AVENUE VON= JULY CITY-STATE 543 DELLWOOD AVENUE JACKSONVILLE, FLORIDA 32204 JACKSONVILLE, FLORIDA 32204 "y 15 11 ANALT DATE PH, (904)352-5225 FAX (904),355-4423 PH. (904)352-5225 FAX (904)355-4423 OF Tsex 1995 15 ST 9661 aat 140 £2YY-SS£(t'06) XV-1 SZZS-ZS£(406) 'Hd EZ4C-SSM06) Xv.3 SEES-ZSE(>06) 'Hd �LVa IVnnaddV of sT tozze valHou '3Tnmosx3vr t'ozz,r dalHOU 'MLANOMVI SIX'old aooALT13a Et5 31V1S-AIM Alnr tttrtoR znHInv aooM�a tw9 9Z6900s-f)?I Hoj-o 2 imw mama HMII Na !)ml nsNO3 sS3aaav 133a1s z�xs ztva 'ONI 'ANVdWOO )LHSna alu Q 'a'd `,naA aoS HIAA a3Nna atva spos-tnaa 'aN S3NI1003 WNnl00 2131N30 dOld31NI S1Ib'l�Q 1105 cKHSNV QNV DNI1OO-� Ln 'M'3 SMI t,# S /M 'NI38 8 N 'os ,E-,r -aaumo IVAOdddV 801 Viva 1V.i1 was to� ® `• ! SbOi:)MN0� 7d?I3N39 o m -n w *3NI `03 Aasns 3H1 trt Q ® con o a. '09 39V210 W1SV 39 01 13315 ❑NIONO3NIMI TIV R: s kva 82 NI ISd 00S2 39 01 31383N❑3 lldllI3 Q3 d I I 'Q33VdS N d 1 ([NV 10 dW❑3 ( I Allt/n03 S3I1 E# E d 1 I�1❑N o t-——— I X❑❑H ,8 /M S21dH 1213/ S# 'b /M 'NI3N 213I21dVg 21❑dVA I I 'Q3d '3N❑3 .91 X ,tit w DSI/ lIW 9 S❑NIl❑❑3 Nwmao i-im3QIS ( I -�- S9NI1❑❑3 NWnioo 213NNOO SNVEI S# 9 /M 'NI321lc� 'WIQ IdNIQn1I❑N❑l .9-,S — —— OS ,6-,2 sdva b# 6 /M 'NI36 � '.Lr 'dX3 ,2/1 'WIQ 3S OASNVdi ,2-,E MdEl 31V7d-=V 60dH 31V12-7M N N r , AMVn AWN ALUMM QNV 3ZTS w --�—d-— �- — )j3N3-lAH13,k-10d 83I2 VEI 21❑dd/h m _ 213VEE NOdVA 3ievu lOe aOH3Nv 33sdine boN�Nv o lIW 9 a a- 3N31AH13Al❑d TW 9 I �—— ———— — —- - rn—————————— —— �- H 3'M'M 0'2/1\ X 0'2M-9X9 M'M 0'2M X 0'2M-9X9 y S❑NIl❑❑3 NWnI❑3 Tb'M QN3 ,z ,z 3033= M 3atslrw 1Id13Q Hb'lS JO 3❑a3 lb'OIdAl 'OS ,2-,2 ZOda 31VIdSb d 1 d d 83IZZINVH KdVA A111Nvno aw 3us a0! 0 83R NVEI 21❑cIVA i � Ct 3N31AH13Al❑d lIW 9 31383rm3� 3atslna 3IHV1 1108 aDHsro 335 7T ao 3N3-1AH13Al❑d lIW 9 c — - -c —o 1 �— Arron AWN Altlrrono arra 3zts rn-- --- -- - a Lb- s M'M 0'2M X 0'2M-9X9 d'M'M 0'2M X 0'2M-9X9 rl" 313WON133 d0 3MSlnt) SNQA9911 (Ntlld eV 33S) 13SJJ0 (NVId eV 33S> ' S2LT 31I4 "Ha3nn Anchor Bolt Table THE BUSBY CO., INC. Mark No. Bolts Size 0 0 0 0 GENERA! CONTRACTORS 131001 2 0.75 F F SUBMITTAL DATA FOR APPROVAL BP09 2 0.75 •• •• '• BP12 2 0.75 E as m m m a Ln Owner' E BY, BP07 2 0.75 FILE 1725 Title' 1165AB Date: 0 0 N I m � ( I m I m I 4 ' L) W o U I I I C3 I ~ N C3 a ii 0 REACTION SCHEMATICS N I ID I N I Rigid FrQme (Kips) I I C3 I I i I Load Comb. R1 R2 R3 R4 R5 R6 R7 0 !L LL+DL 2.58 8.55 2L8 8.55 -2.58 C 41. • I I I I • C Rl R21 R3 R, HL+DL --> -8.14 -14.7 -26.2 -5.69 -4,65 i I _ I EndwoAt (Kips) Load Comb. R1 R2 M M CU I i I cu M LL+DL 8.22 II az WL+DL -6.74 4.74 w e a : B 400 0 a s g Q. o - A I M U. W 110 O c 1'0 �t � 29'0 30'0 2910 Notes Reaction data shown represenws\4m �j�d� I<- severe �tV 1 conditions. Data is provide -.y _ en 2 3 4 for estimating size of foundations `Iy `� 90'0 OUT TO OUT OF CONCRETE Reactions shown do not include force resulting from canopies, overhangs and facades. Actual reactions are subject final design and wilt be supplied with final anchor bolt drawings and details furnished s ANCHOR B O L T LAYOUT PLAN by American Buildings Company. no. REVI S n= 13W ER MARVIN BOUTWELL, P.E. © THE BUSBY COMPANY, INC. DATE SKEET STREET ADDRESS CONSULTING ENGINEER GENERAL CONTRACTOR RG-SO03926 543 DELLWOOD AVENUE 543 DELLIPOOD AVENUE WOM JULY CITY-STATE DAY 15 9 JACKSONVILLE, FLORIDA 32204 JACKSONVILLE. FLORIDA 32204 APP(tDVAL DAA, PH, (904)352-5225 FAX (904)355-4423 PH. (904)352-5225 FAX (904)355-4423 QF T� 1995 15 1725 THE BUSBY CO., INC. 116 FSW GENERA! CONTRACTORS SUBMITTAL DATA FOR APPROVAL Owner• By ° ° X-Brace _ _ — ° T;tle- 0 Date. I I :>C____ __ I I Ll I � - 90'0 (OUT TO OUT OF GIRTS) FRONT SIDEWALL ELEVATION w U. mU. 1::3- Fn O uj cn rico 140. iD;VL oms DAA OWNER MARVIN BOUTWELL, P.E. © THE BUSBY COMPANY, INC. DATE SHEET A. DELETE THREE (3)RIDGE VENTS Ia=ATED AT RIDGE L[NE CONSULTING ENGINEER GENERAL CONTRACTOR RG—SO03926 I C ADD FOEM(2) EACH X 7' PERSONNEL MOR. L ADD R (4) ED- ANETER R RIDGE TYPE LOCATED ON RIDGE PLANE t2-t2-95 STREET ADDRESS ]10N1H JULY 543 DELLWOOD AVENUE 543 DELLWOOD AVENUE 4 CITY-STATE JACKSONVILLE, FLORIDA 32204 JACKSONVILLE. FLORIDA 32204 DAY 15 - PH (904)352-5225 FAX (904)355-4423 PH. (904)352-5225 FAX (904)355-4423 i APPROVAL- DATE TEAR 1995 OF 15 r I 1725 1165EWX / THE BUSBY CO., INC. \ / GENERAL CONTRACTORS \\ / SUBMITTAL DATA FOR APPROVAL \/ Owner: o\ o O / \ By_ / \ / / \ Title: \\ Date. rz 5'0 20'0 20'0 20'0 5'0 91, 68'5 <OUT TO OUT OF FRAME) 70'0 (OUT TO OUT OF GIRTS) RIGHT ENDWALL CROSS SECTION \ o \/ m /\ o o \ o \ 5'0 1 2010 2010 2010 1 5'0 911 68'5 (OUT TO OUT OF FRAME) 9`• . 70'0 (OUT TO OUT OF GIRTS) u. : 00 ca Z _LEFT ENDWALL CROSS TinN m � ®zcnsms o W DL18 01JNER MARVIN BOUTWELL, P.E. © THE BUSBY COMPANY, INC. DATE SHEET STREET ADDRESS CONSULTING ENGINEER GENERAL CONTRACTOR RG-SO03928 543 DELLWOOD AVENUE mons JULY CITY-STATE 543 DELLWOOD AVENUE 12 JACKSONVILLE, FLORIDA 32204 JACKSONVILLE, FLORIDA 32204 D'T 15 APPRDVAL DAA,, PH. (904)352-5225 FAX (904)355-4423 PH. (904)352-5225 FAX (904)355-4423OF Tr"R 1995 15 0 N I o W EPOS-A BP10-A� 51 a a l ao o w m ml mI m 51 I I 1 1 I ( I I 0 1 1 I 1 0 1 O I O I I I n I n I I 1 1 I I I I I BP04-A 1 o BP11-A � o S 1 I I 1 51 W I I I I 0: 1 1 Z U I 1 1 1 O � I � 1 O 1 O O I I O I mI ml O 1 1 1 ^ BP04-A BP11-A � 5 1 1 1 1 I I I I aI aI I o ( o N I I 1 N I I m BP03-A oI < < I < I < I 8P10-A 5� c o af h I c o CID m 51 m m m 0 1 1 0 irf N 1,0 29'0 30.0 29'0 1.0 1 2 3 4 90'0 OUT TO OUT OF CONCRETE ANCHOR BOLT FLAN 0• I REVISION BY CK. DATE NO. REVISION DRAWING SUBMITTAL SCALE: DATE PHENIx cm ALA811YA 8Y. CK. DATE NONE STATUS THOMAS E. GIBSON (.] FOR CONSTRUCTION DRAWN BY:LMN/JET 3.9Co 364 WEST THIRD STREET ( ] FOR APPROVAL CHECKED BY: / ( ] OR PERMIT ONLY 3•l.9G ATLANTIC BEACH, FL AMERICAN , BUILDINGS [ FOR PREUMINARr DESIGN APP•D BY-1 THE BUSBY COMPANY, INC DRAWING $22501 AB-1 REV.NO. r Ir 03/08/96 09:31:17 lVer. 9.0 1 1 NUMBER- � ro T•o OUTSIDE OUTSIDE OF -I ' OUTSIDE OF SLAB SL SLAB OFF i w I rn I oi' I v • a v c o ao v m v 3/4-AB 3/4'AB t 3/$AB 2 2 1 6 6 OUTSIDEBP02-A BP07-A BP09-A OUTSIDE AAB t SLAB SL Y 52 L I j 1'0 2 n 821 4 12 tc, N to — N 11 4 82 8 �1.0 21 Si 31,CAB 4 4 �• BP04—A — _r BP 1 1 —A OUTS DE o —T— OUTSIDE OF OF SLAB Y 512 SLAB io 1'02 ^ 4 1111 I �f I 1 CL FRAME N coN BP06-A 171- a 1 8' N L 1.0 i I REACTION TABLE KIPS 51 �� LOAD DESC WIND A B C D E D + C + L L->R 1.5 8.4 -1.5 8.4 22.5 BP 10—A D + Wt-> L-> -4.8 -11.2 -3.1 -4.5 -20.3 BP03-A D + W2-> L-> -5.4 -6.2 -2.5 0.5 -8.8 A F7C -'1 i it B E D 66 6 FRAME ONES 2-3 1 2 2 3/4•A8 1 2 2 3/4•AB 1 2 2 3/4•AB N �N v c a o WIND WIND a 3.7K x B.OK II 3.7K� 6.OK� oN II pjV. t2.9K b.9K 4.2Kt.2K OUTSIDE � � OUTSIDE OF SLAB II II OUTSIDE X BRACING REACT'N ® FRAME LNS. 1 & 4 X BRACING REACT'N ® COL. LNS. A & F SLAB I.__J L� SLAB (WIND DIRECTION MAY BE OPPOSITE) (WIND DIRECTION MAY BE OPPOSITE) 1100 �I I (REACTN ARE BASED ON 1 BRACED BAYS) (REACT'N ARE BASED ON t BRACED BAYS) BP01 -A BP05-A BP08-A MAX. COMPRESSION - 7.3K MAX. UPLIFT - -10.3K MAX. SHEAR - 5.3K MAX. E/W REACT'N ® FRM. LNS. 1 & 4 _N REVISION BY CK. DATE NO. REVISION BY CK. DATE DRAWING SUBMITTAL SCALE: NONE DATE PHENIX CITY ALABAMA STATUS THOMAS E. GIBSON [.] FOR CONSTRUCT*N DRAWN BY:LMN/JET 3-9(0 364 WEST THIRD STREET [ ] FOR APPROVAL CHECKED BY: / ( ] FOR PERMIT ONLY /�^' .3'IE9L' ATLANTIC BEACH, FL AMERICAN ' BUILDINGS Y [ j EFOR PRELIMINARY DESIGN APP-0 ErY:l THE BUSBY COMPANY, INC DRAWING 11822501 AB-2 REV.NO. llj 03/08/96 09:31:21 Ver. 9.0 NUMB R 0 [_ �z •ow sor •o-e-d l� ti Dl qui-03 Agsng 841 3 ® 96616 � s v � . t)NI . . 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WITHOUT WITH WALL PANELS WALL PANELS WALL PANELS WALL PANELS - ENOCAP ENDCAP LONCSPAN AND LONGSPAN AND LONGSPAN AND LOUGSVAN AND LONGSPAN AND LONG AN ANO LONGSPAN AND LONGSPAN AND � i ARCHITECTURAL SHADOW PANEL 'ARCHITECTURAL SHADOW PANEL ARCHITECTURAL SHADOW PANEL ARCNITECTUPAL SHADOW PANEL ARCHITECTURAL SHADOW PANEL ARC CTURAL SHADOW PANEL I(ECTURAL 1 SHADOW PANEL ARCHITECTURAL SHADOW PANEL t - SRF-1 SPRF-1 CCB-1 L/R • CC8-1 L/R SRC-I SPRC-I RFE-1 RFE-IE • -- -- _ 1/4 10 12 lSET-I LSE1-1 TSET-I (SET-1 PED-1 PEO-1 PEO-1 PED-1 HSES-1 HSESH-1 RAF-1 RSF-1 CCB-1 L/R • CCD-1 L/R • t RSCS-1 L/R HSCSH-1 L/R SRF-1 • 1/2 70 12 LSET-1 LSET-1 TSET-I 7SET-1 PEO-1 PED-1 PED-I PED-I HSES-1 HSESH-1 SPRF-t CC8-1 L/R CC8-1 L/R CCD-1 L/R • CCD-1 L/R • SRC-1 SPRC-t Rff-1 RFE-IE RAF-1 RSF-I HSCS-1 L/R HSCSH-1 L/R -' ---- - ----- ------- ------ ------ -- - GCB-i L/R • CCB-1 L/R • . 1 TO 12 LSV-I LSET-1 TSET-1 7SET-1 PEO-1 PED-I PED-i PED-1 HSES-1 HSESH-1 RAF-SRF-1 t RSF-1 SPR CCO-I L/R • CCD-1 L/R • SRC-1 SPRC-1 RFE-1 RFE-IE RSCS-1 L/R HSCSH-1 L/R SRF-t SPRF-I' CCB-4 L/R CCB-4 L/R 4 TO 12 LSET-4 LSET-4 TSET-4 TSET-4 PED-4 PED-4 PEP-4 PED-4 HSES-4 HSESH-4 RAF-I RSF-1 CCO-4 L/R • - CCD-4 L/R • SRC-4 SPRC-4 RFE-4 RFE-4E HSCS-4 L/R HSCSH-4 L/R - -� --_- -- - _-Y- --- -- _ - I • -1 L/R • _ -1 II I/4 TO 12 LSET-1 LSE7-1 TSET-1 TSET-1 PED-1 PED-t PEO-1 PED-t HSES-1 HSESH-tRFE-tE ' SRF-RAF-1 RSF-1 CCD-1 L/SPRF-1 CCB-1 L/R R • CCID L/R SRC-1 SPRC-I RFE HSCS-1 L/R HSCSH-1 L/R ' SRF-1 SPRF-1 CCB-i L/R • CCB-1 L/R iiiccc 1/2 TO 12 LSE7-1 LSE(-1 TSET-1 TSET-1 PED-1 PED-1 PED-1 PEO-t HSES-1 HSESH-I R!IF-1 RSF-1 CCD-1 L/R • CCO-1 L/R • SRC-1 SPRC-1 RfE-I RfE-IE 14SCS-1 L/R HSCSH-1 L/R 1 CCB-1 L/R CCB-1 L/R • • I TO 12 LSET-1 LSET-i TSET-1 TSE7-1 PED-1 PED-1 PED-t PED-1 HSES-1 HSESH-1 SiIF-1 SPRF- RIIF-1 CCD-1 L/R • CCD-1 L/R SRC-1 SPRC-t RFE-1 RFE-IE RSF I ---- 14SCS-1 L/R HSCSH-1 L/R S11F-1 • 4 TO 12 TSET-4 LSET-4 TSET-4 TSET-4 PED-4 PED-4 PED-4 PED-4 HSESPRF-I CCB-4 L/R CCB-4 l/RS-4 HSESH-4 RIIF-1 RSF-1 CCD-4 L/R • CCD-4 L/R • SRC-4 SPRC-4 RFE-4 RFE-4E HSCS-4 L/R HSCSH-4 L/R IdAC-1 LSRK-1 CCB-1 L/R • CC8-1 L/R LSE • I i/4 r0 12 T-1 TSET-1 TSET-1 TSET-1 PEO-i PEO-1 PED-1 PED-1 HSEL-i HSESL-t CCD-1 L/R • CCD-1 L/R• LRC-1 LSRC-1 LSRF-1 LSRi-lE - -- -_-- - Ifni-1 RSF-1 .CL-1 L/R HSCSL-1 L/R Ulk_ CCB-1 L/R • CCB-I L/R 1/2 TO 12_ LSET-1 LSET-1 TSE7-1 TSET-1 - PED-1 PED-1 PED-1_- PED-1 - HSEL-1 - HSESL-1 ROFF-I RSF-I CCD-, L/R; CCD-1 L/R• LRC-1 LSRC-1 LSRF-1 LSRF-IE HSCL-1 L/T1• HSCSL-1 L/R --- _-- ---- ---- -- --------- -- LRK=1 RSF-1 LSRK-1 CCB-1 L/R 4 CB-1 L/R I TO 12 LSET-1 LSE7-1 TSET-1 TSET-1 PED-1 PED-I PED-1 PED-I HSEL-1 HSESL-1 CCD-1 L/R • CCD-1 L/R • LRC-1 LSRC-1 LSRF-1 LSRF-IE R<IF-1 NSCL-1 L/R HSCSL-1 L/R - LRK-1 LSRK-I- CCB-4 L/R • CCB-4 L/R- L 4 TO 12 TSET-4 LSET-1 TSET-4 TSET-4 PED-4 PED-4 PED-4 PED-4 HSEL-4 HSESL-4 RSF-I RSF-1 CCO-4 L/R • CCD-4 L/R• LRC-4 HSCL-4 L/R HSCSL-4 L/R LSRC-4 LSRF-4 LSRF-4E ICCB-I L/R• CCB-1 L/R• RFE-1E 1/4 TO 12 FEC-1 SPEC-1 N/A NSA ED-1 SPET-1 N/A N/A HSE-1 HSEH-1 RKI-15.3 SPRF-2 CCD-1 L/R • CCD-I L/R• RC-1 LSPRC-1 RfE-i DIE-FORMED RIDGE - NSC-1 L/R HSCH-1 L/R MK.N0. DFR-1 -- -- - - - "----- ------- - - ---- --- CCB-1 L/R • CCB-1 L/R• RFE-lE 1/2 TO 12 FEC-1 SPEC-1 N/A N/A ED-1 SPET-1 N/A N/A MSE-1 HSEH-t RKI-15.3 SPRF-2 CCD-I L/R • CCD-1 L/R • RG-1 LSPRC-1 RFE-1 DIE-FORMED RIDGE HSC-1 L/R HSCH-1 L/R MK. 90. DR-1 ICCB-1 L/R • CCB-1 L/R• RFE-1E 1 TO 12 FEC-1 SPEC-1 N/A N/A ED-1 SPET-i N/A N/A MSE-1 HSEH-1 RKI-15.3 SPRF-2 CCO-1 L/R • CCD-1 L/R • RC-1 LSPRC-1 RFE-1 DIE-FORMED RIDGE HSC-1 L/R HSCH-I L/R MK, N0, DFR-1 CCB-4 L/R CCB-4 L/R • RFE-4E 4 TO 12 FEC-4 SPEC-4 N/A N/A ED-4 SPET-4 N/A N/A HSE-4 HSEH-4 RKI-15.3 SPRF-2 CCD-4 L/R • CCD-4 L/R • RC-4 LSPRC-4 RFf-4 LIE-FORMED RHH1E HSC-4 L/R HSCH-4 L/R MK. NO. OfR-4 • INCLUDES GUTTER ENDCAP GE-1 L/R - GUTTER GUTTER CLIPS GUTTER STRAPS CORNER FLASHING BUILDING STANDARD GUTTER FLANGE BACK GUTTER 'NITHOUT THERMAL SPACER (PART D) WITH THERMAL SPACER (PART B) WITHOUT THERMAL SPACER WITH THERMAL SPACER WAIL PANELS SLOPE -_ ___-__ _-__-. _ -_ --- - EAVE HEIGHT - WALL PANELS WALL PANELS WALL PANELS (PART A) WALL PANELS (PART A) WALL PANELS WALL PANELS LONGSPAN ARCHITECTURAL MULTI-RIB LONGSPAN AND LONGSPAN AND LONGSPAN AND LONGSPAN AND LONGSPAN AND LONCSPAN AND ARCHITECTURAL SHADOW PANEL ARCHITECTURAL SHADOW PANEL ARCHITECTURAL SHADOW PANEL ARCHITECTURAL SHADOW PANEL ARCHITECTURAL SHADOW PANEL ARCHITECTURAL SHADOW PANEL t0'-7 1 PIECE FCR-9.10 1 PIECE FCRA2-9.10 1 PIECE FCRMR-9.10 1/4 TO 12 GTI GTI BG-1 SPFBG-1 GC-81 SPGC-Bt- GC-A GC-Bi GC-B1 GC-A GS-1 SPGS-1 CST-1 GST-1 ly_D- 1 PIECE FCR-11.10 I PIECE FCRA2-11.10 1 PIECE FCRMR-11.10 n< 1/2 TO 12 GTI GTI 8G-1 SPFBG-1 GC-BI SPGC-81 GC-A GC-81 GC-81 GC-A _ GS-1 SPGS-1 CST-1 GST-1 IL 14'-lY I PIECE FCR-13.10 1 PIECE fCRA2-13.10 1 PIECE FCRMR-13.10 ^ I TO 12_ GTI GTI BG-1 SPFBG-i - GC-81 SPGC-B1 CC-A GC-91 GC-B1 GC-A GS-1 SPGS-1 GST-1 GST-1 &&&X 16'-0, 1 PIECE FCR-15.10 1 PIECE FCRA2-15.10 1 PIECE FCRMR-15.10 . I tA 4 TO 12 GTI CTI BG-4 SPFBG-4 GC-84 SPGC-B4 GC-A GC-B4 GC-B4 GC-A GS-4 SPGS-4 GST-4 GST-4 1/4 TO 12 GTI GTI BG-1 SPF8G-1 GC-81 GC-B1 GC-A GC-81 GC-81 GC-A GST-1 GST-1 GST-1 GST-1 16'-0' 2 PIECES FCR-9.1 2 PIECES FCRA2-9.1 2 PIECES fCRMR-9-1 1/2 TO 12 GTI GTI BG-t SPFBG-1 CC-Bi GC-BI GC-A GC BI GC-BI GC-A GST-1 GST-1 GST-1 GST-1 20'-0' 2 PIECES FCR-10.1 2 PIECES FCRA2-10.1 2 PIECES FCRMR-10.1 1 TO 12 GTI GTI BG-1 SPFBG-1 GC-81 GC-81 GC-A GC-81 GC-81 CC-A GST-1 GST-1 CST-1 GST-1 22•-D• 2 PIECES FCR-11.1 2 PIECES FCRA2-11.1 2 PIECES FCRMR-11.1 ., 4 TO 12 GTI GTI BG-4 SPFBG-4 CC-84 CC-04 GC-A GC-84 GC-04 GC-A GST-4 GST-4 GST-4 GST-4 _ 24•-0' 2 PIECES FCR-12.1 2 PIECES FCRA2-12.1 2 PIECES FCRMR-12.1 1/4 TO 12 GTI GTI BG-1 SPFBG-1 GC-BI SPCC-BI GC-A N/A N/A N/A GS-1 SPGS-1 N/A N/A - - 26'-ff 2 PIECES FCR-13.1 2 PIECES FCRA2-13.1 2 PIECES FCRMR-13.1 1/2 TO 12 GTI GTI BG-1 SPFBG-1 GC-B1 SPGC-81 GC-A N/A N/A- N/A GS-1 SPGS-1 N/A N/A 4 - 28-0• 2 PIECES FCR-14.1 2 PIECES FCRA2-14.1 2 PIECES FCRMR-14.1 A' 1 70 12 GTI GTI BG-1 SPFBG-1 GC-81 SPGC-BI GC-A N/A -N/A N/A GS-1 SPGS-1 N/A N/A 777 888X 4 TO 12 GTI Gil BG-4 SPFBG-4 GC-84 SPGC-84 GC-A N/A N/A N/A GS-4 SPGS-4 N/A N/A. 301-T 2 PIECES FCR-15.1 2 PIECES FCRA2-15.1 2 PIECES FCRMR-15.1 � 1 5 GENERAL REVISION THC T.D.N. 4-88 SCALE: DATE 9 ADDED STANDING SEAM 360 INFORMATION THG BLJ -95 4 REVISED FASTENER CHARTS I.W. J.D. 2-88 8 ADDED CORNER FLASHING SCHEDULE THC BW 1-94 3 REVISED RIDGE FLASHING MARK NUMBERS THG -4.Mc. 5-87 DRAWN BY:. THG FLASHING GUTTER, GUTTER CLIPS EUFAULA ALAl1AMA 7 REV. SCHEDULE k OMITTED LSD-5• S9 k SS-5 THC JKC 6-93 2 REVISED FASTENER CHARTS L.W. M.Mc. B-86 CHECKED BY: BW AND CUTER STRAPS SCHEDULE 6 -ADDED CLEARANCE HOLE DIAMETER THG JKC 10-92 ADDED AND REVISEO•MARK NUMBER A.M. M.MC. 4-86 DESIGN APP'b.BY: DRAWING; FD-4 .00. .I t NO I REVISIONSMADE CK'D.DATE NO. REVISIONS MADE CK'D.DATE NO. REVISIONS MADE CK-D.DATE NUMBER STANDING SEAM ROOF LOC—SEAM ROOF LONGSPAN ROOF LONGSPAN AND ARCHITECTURAL MISCELLANEOUS PANEL FASTENERS PANEL FASTENERS PANEL FASTENERS WALL PANEL FASTENERS FASTENERS � f DESCRIPTION SCRIPTIOIJDESCRIPTION DESCRIPTION DESCRIPTION ' fTT� -''— ------ - #12 X t 1/4` 112 X t 1/4" p12 % 1 1/4- 012 x 1 1/1 /12 x f 1/4' TEKI SELF DRILLING CARBON STEEL HEX HEAD SELF DRILLING CARBON STEEL HEA HEAD PREMIUM SELF DRILLING HEX HEAD FASTENER WITHOUT WASSELF GRILLING CARBON STEEL HEX HEAD SELF DR0.UNC CARBON STEEL HEX HEAD WASHER FASTENER WITHOUT wa HEH FASTENER WITH WASHER FASTENER WITHOUT WASHER FASTENER WITHOUT WASHCR MARK N0. /12X1 1/4 SDHH MARK NO. /12X1 1/4 SDHH MARK NO. /12X1 1/4 SDRF MARK NO. #12X1; 1/4 SDHH MARK NO. §12XI 1/4 SDHHT4 APPLICATION At'ul CAT IQN APPLICATIQN APPLICATICIN APPLICATION PANEL CLIPS, CORRUGATION SUPPORT PAI-IEL CUPS, EAVE Tka.l, G-JLE AVGIE EAVE AND PURLIN AND DIC-FORMED CLIPS KT OVERHEAD DOORS. (STEEL THICKNESSES GREATER THAN 12 GA. CUP, CABLE ANGLE. METAL INSIDE AND OTHER SIMI:AR NON-EYPOSED. RIDGE CONNECTIONS AND EXPOSED SHEET WALK DOORS, ETC. AND UP TO AND INCLUOII4G t/4") CLOSURE, METAL OUTSIDE AT RIDGE (ONO'NONS TO STRUCTURAL CONNECTIONS. AND OTHER SIMILAR NON-EXPOSED PANEL CLIPS ATTACHMENT TO 60 JOISTS CONDITIONS. ALUMINUM–ZINC ALLOY–COATED AND FLANGES. PANEL CLPS f0 COLUMN ALL PRE–FINISHED ROOFS. DESCRIPTION PESCRIP iQ1 fm 112 X 1 1/4' 014 X SELF DRILLING COLOR MATCHING HEX HEAD PREMIUM SELF DRILLIN.; Hf.A HEAD DESCRIPTION DESCRIPTM FASTENER WITH WASHFR DESCRIPTIO FASTENER WITF� CLEAR WASHER MARK N0. /127(1 1/4 SOHCW X 1 1/2' TEKS #14 X 1" - JI1L,- MARK N0. #14X1 SDRF p12 X 1 1/4` SELF GRILLING CARBON STEEL HEX HEAP Lm PREMIUM SELF DRILLING HEX HEAD SELF SELF DRILLING HEX WASHER HEAD I A. QNI FASTENER WITHOUT WASHER FASTENER WITH WASHER HF2UCATI N FASTENER WITH WASHER - MARK NO. 12X1 1 $ S MARK NO. 114X1 SDRF BASE ANGLE, GIRT AND EAVE STRUT / / PANEL ENDLAPS, EAVE, RIDGE CLOSURE ZEE, MARK NO. #12X1 1/4 S0 MN CONNECTIONS AND SHEET TO APPLICATION RAKE FLASHING, RIDGE FLASHING, HIGH SIDE - STRUCTURAL CONNECTIONS. APPLICATION ' EAVE, ROOF TO WALL FLASHING. RIDGE ZEE AP I A (STEEL THICKNESSES GREE�ATEpp THAN 1/4" TSAVE, PANEL ENDLAP RIDGE FLASHING, RAKE COVER FLASHING, CUTTER CLIP, GUTTER STRAP - EAVE AND PURLIN AND DIE–FORMED AND UP TO AND NCLUD1%, Y/Y) FLASHING, RIDGE FLASHING LAP, GUTTER CUP _ AND GUTTER CLIP TO GUTTER CLIP CONNECTION. RIDGE CONNECTIONS AND EXPOSED SHEET PANEL CUPS ATTACHMENT TO BAR JOISTS TO GUTTER CLIP CONNECTION EXPOSED TO STRUCTURAL CONNECTIONS. DESCRIPTIO - AND SHADOW PANEL CLIP TO COLUMN LIGHT GAUGE TO LIGHT GAUGE CONNECTIONS. ALUMINUM–ZINC ALLOY–COATED AND FLANGES, AUXILIARY RAKE AND GUTTER CLIP CONNECTIONS ALL PRE–FINISHED ROOFS. ALUMINUM–ZINC ALLOY–COATED ROOFS ONLY. 114 X 3/4" - SELF TAPPING COLOR MATCHING HEX HEAD ALUMINUM–ZINC ALLOY–COATED AND FASTENER WITH CLEAR WASHER ALL PRE–FINISHED ROOFS. MARK NO #14X3/4 STHCW QESCRIPTIDN DESCRIPTIO y DESCRIPTION APPLICATION! 10 X 1 1 DESCRIPTION 114 x t' p14 x 3/P # /2' (1/g'll PILOT � 1/4'4 CLEARANCE HOLE REQUIRED) SELF TAPPING CAR90N STEEL HEX HEAD STANDARD SELF DRILLING HEX WASHER HEAD PREMIUM SELF TAPPING HE% HEAD PANEL S7IDELAP CONNECTIONS. FLASHING FASTENER H WASHER #14 X 1" TFASTENER WITH WASHER FASTENER WITH WASHER STANDARD SELF DRILLING HEX WASHER HEAD MARK NO. 114X1 SDHHW MARK N0. TO PANEL CONNECTIONS AND OTHER SHEET MARK N0. 10X1 1/2 SANS FASTENER WITH WASHER #14X3/4 STRF TO SHEET CONNECTIONS. APPLICATION MARK NO. #14X1 SDHHW APP IL.CATION APPLICATION PANEL ENDLAPS, EAVE. RIDGE CLOSURE ZEE, PANELS TO WOOD STRUCTURE. APPLICATION (1/8"a PILOT h 1/4"o CLEARANCE HOLE REQUIRED) (1/4" HEX HEAD SOCKET REQUIRED) RAKE FLASHING, RIDGE FLASHING,, HIGH SIDE PANEL SIDELAP CONNECTIONS, FLASHING NOTE: TSAVE, PANEL ENDLAP RIDGE FLASHING, RAKE SAVE, ROOF TO WALL FLASHING, RIDGE ZEE TO PANEL CONNECTIONS AND OTHER EXPOSED FLASHING, RIDGE FLASHING IAP, GUTTER CLIP COVER FLASHING, GUTTER CLIP, GUTTER STRAP SHEET TO SHEET CONNECTIONS. ALL HEAD SIZES SHALL REQUIRE A 5/16` HEX SOCKET UNLESS NOTED. TO GUTTER CLIP CONNECTION EXPOSED AND GUTTER CLIP TO GUTTER CLIP CONNECTION. LIGHT GAUGE TO LIGHT GAUGE CONNECTIONS. ALUMINUM–ZINC ALLOY–COATED AND DESCRIPTION AUXILIARY RAKE AND GUTTER CUP CONNECTIONS ALUMINUM-ZINC ALLOY--COATED ROOFS ONLY. ALL PRE-FINISHED ROOFS. i/I' BLIND RIVET ALUMINUM-ZINC ALLOY-COATED ROOFS ONLY. MARK NO. 1/8 RIVET SHAdOVV PANEL APPLICATION NOTE: DESCRIPTION WALL PANEL FASTENERS FLASHING LAPS AND FLASHING VOTE: ALL HEAD SIZES SHALL REQUIRE A 5/16" HEX SOCKET UNLESS NOTED. #14 X 3/4" TO PANEL CONNECTIONS. STANDARD SELF TAPPING HEX WASHER HEAD ALL HEAD SIZES SHALL REQUIRE A 5/16' HEX SOCKET UNLESS NOTED. FASTENER WITH WASHER DESCRIPTION MARK 190. 114x3/4 SIH"W #12 X 1 1/4" DESCRIPTION - AP_PLICATION SELF DRILLING CARBON STEEL HEX HEAD 3/16' DIAME R RIVET WITA WASHER FASTENER WITHOUT WASHER SIiV PANEL .1DELPILOdo ONNE CLEARANCE HOLE REQUIRED) MARK NO. 112X1 1/4 SOH" MARK N0. 1 PANEL SIDELAP CONNECTIONS, FLASHING TO PANEL CONNECTIONS AND OTHER EXPOSED APPLICATION APPLICATION SHEET tO SHEET CONNECTIONS. SHEET TO PANEL CLIPS AND LONGSPAN SKYLIGHT TO SKYLIGHT SIDELAP PANEL CLIPS TO GIRTS. CONNECTION AND LONGSPAN AND ARCHITECTURAL ALUMINUM–ZINC ALLOY–COATED ROOFS ONLY, WALL PANEL TO SIDELIGHT AND SIDELIGHT TO SIDELIGHT SIDELAP CONNECTIONS. (SPECIAL NOSEPIECE REQUIRED) NOTE: DESCRIPTION ALL HEAD SIZES SHALL REQUIRE A 5/16" HEX SOCKET UNLESS NOTED. 114 X SELF TAPPING CARBON STEEL HEX HEAD DESCRIPTION FASTENER WITHOUT WASHER2 MARK NO. #14X3/4 STEM SE1LF TAPPING,CARBON STEEL HEX HEAD drl1 N FASTENER WITIOUT WASHER APPLICATIO MARK NO. 11 XI/2 WHIM SHEETTO HOLE REQUIRED) ET TOSHEET CONNECTIONS. PPLICATION WINDOW JAMB MULLIONS NOTE: EM DESCRIPTION ALL HEAD SIZES SHALL REQUIRE A 5/16" HEX SOCKET UNLESS NOTED. #12X 1" SELF DRILLING YELLOW CHROMATE HEX HEAD FASTENER WITHOUT WASHER MARK NO. 112X1 SOYC APPLICATION SHEET TO STRUCTURAL CONNECTIONS. (FOR USE WITH NUT BLANK ONLY) DESCRIPTION SELF WRENCHING NUT BLANK _ - MARK NO. NUIBLK APPLICATION USED WITH 112X1 SDYC AT SHEET TO STRUCTURAL CONNECTIONS. NOTE: ALL HEAD SIZES SHALL REQUIRE A 5/16" HEX SOCKET UNLESS NOTED. j 5 GENERAL C.C. :CK'D 6-90 SCALE: DATE 9 DELETED #14%7/B ROOF FASTENERS THG BW -95 ♦ GENERAL A.M. -88- G 88 EU/AULA ALABAMA B REVISED AND OMITTED FD-6 THC J K.C. –93 3 GENERAL K.C. –88 oaAwear: FASTENER APPLICATION ` . 7 WALL FASTENER REVISIONS D.M.M. THC -91 2 REDRAWN AND CHANGED FASTENERS _ LW. -88 - CHECKED BY: - - GUIDE - I 6 ROOF FASTENER REVISIONS THG T-D.N. -91 1 GENERAL - A.M. -B7 DESIGN APPID.BY: - - DRAWING 7v- 1 NO. NO. REVISIONS MADE CK'D.DATE NO. REVISIONS MADE CK-6.DATE NO. REVISIONS MADE ATE NUMBER FD-5 p 1 i O UXE_ AV SLA H NSHI G POST HUNG DELUXE EAVE FLASHING EAVE FLASHING THERMAL SPACER EAVE TRIM LOC-SEAM / STANDING SEAM EAVE TRIM LONGSPAN PANEL CORNER FLASHING I RCHITECTURAL PANEL CORNER FLASHING LONGSPAN PANEL RAKE FLASHING STANDIN' 6 SEAM PANEL RAKE FLASHING LOC-SEA PANEL RAKE FLASHING LONGSPAN PANEL HIGH SIDE EAVE FLASHING STANDING SEAM PANEL HIGH SIDE EAVE FLASHING I - "A I AM PANEL HIGH SIDE EAVE FLASHING STANDARD GUTTER FLANGE BACK GUTTER VALLEY GUTTER ROOF TO WALL FLASHING L0UQ5P NEL ROOF TO WALL FLASHING HIGH SIDE CONDITION RAKE CONDITION I' = BLIND RIVET NOTE.: •fuf 1f6 RIVET 1. ALL FLASHING LAPS (EXCEPT CORNER FLASHING) SHALL BE CAULKED WITH (2) 1/4"0 BEADS OF GUTTER SEAL (URETHANE CAULK). = ROOF FASTENER 2. ALL FLASHING LAPS SHALL BE THREE INCHES EXCEPT CORNER FLASHING LAPS WHICH SHALL - �,p #14X1 SDRF (SELF DRILLING) BE ONE INCH. 3. VALLEY GUTTER LAPS SHALL BE SEALED WITH 2 X 3/16 TAPE MASTIC AND SHALL BE STITCHED WITH #14 ROOF FASTENERS TWO INCHES ON CENTER. QUANTITY WILL VARY WITH GUTTER SIZE. ROOF FASTENER 4. FOR FLASHING LAPS NOT SHOWN, USE THE FOLLOWING AS A GU DE: FLASHINGS THAT ARIr /14X7 SDHHW (SELF DRILLING) EXPOSOTHERECO DITIIONS USE D TO ROOF DI/B ITIO(INCH BLUSE IND 14 RIVETS THREEROOF r1I CHESSON CENTER.E INCHES DN CENTER. ALL = ROOF FASTENER /14X3/4 STHHW (SELF TAPPING) D ANDING SEAM PANEL ROOF TO WALL FLASHING RAKE CONDITION ' i SCALE: DATE ORAWNBYTHG 6-1-e1 STANDARD FLASHING LAPS EUFAULA ALABAMA CHECKED BY: JKC 6-1-91 I ADDED POST HUUG DELUXE EAVE FLASHING TN BW -95 - OESIGN APPY.BY: - DRAWINGFD_8 RE'.ND. i NO. REVISIONS' MADE CK'D.DATE NO. REVISIONS MADE CK'D.DATE NO. REVISIONS MADE , 'D. ATE SSUED: 1-1-94 - NUMBER ' Y319W11N fi t `ti f � 71V0'O 70V fNO1f1A3Y ON 71Vo't3.k:t;G-f fN0151A7Y ON 311V0 01>f330VW fNO1fiA>fY tRt f G�� ONIMVYO „ �. :AO'&UVW V CS-11 0)11 tMU V30M )wm dww"a WUM 03" 1 SlIV130 NOI1VllYibnF - =Aamr0aN9 •a-1 X111 0Hl x00 Y3NY00 Lt Ol • on" %O@ dVJ 83NL103 00 �As movoct1 _ ; 31ro :3iV25 r.•.. 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( I l- 13AIW 01,11111 1./% HUM)OVVONVIS X011 4"gNY00 (dim YO Al 'dM. 1113"111 TwM i ONMISrI! Y3HdI)0 oNals+nJ Y3NNO HIMM (s 3. :�y":•'� 31,14"130111 (s/9) HUnfO 3NVHUYn H11A1 )ivm ONV (0Nw5i nd3 ti 1-39 a man 1 1-39) dV30N3 wiling Twists 0131) w� A. (/l1Ww)0 WOJ NMOHs low S13Nwd J00W \ (I 31on 33S) OHa+SW 3KVV ONs/f1wU 3)IVY---� (•-130» 1-903) we doh Y3 am - i NOTES: VENTILATOR VENTILATOR 1. INSTALL VENT ACCORDING TO MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES. AIRSHAFT *12 ROOF FASTENERS '2. CAULK ALL CONNECTIONS WITH GUTTER SEAL 0ROOF FASTENERS R (EACH SIDE OF HIGH RIB) TO INSURE WEATHER TIGHTNESS. AIRSHAFT (4 REQUIRED PER VENT 9 (FIELD NOTCH) � 3. TAPE MASTIC SIZE SHALL BE THE SAME AS #14 ROOF FASTENERS I •I FURNISHED FOR ROOF PANELS EXCEPT i' I VENT IELD BEND TO RESQUIREQUIRE (4 REQUIRED PER VENT) I AS NOTED. 3/4'x 3/16• MASTIC D SLOPE) 314 TM I LON S ROOF ELS VENTILATOR BASE I i TAPE MASTIC (LONGSPAN ROOF PANELS) I I t I I I RIDGE FLASHING i (WITH ENDCAP) +14 ROOF FASTENERS � "A. ,I / 1 (6' O.C.) #14 ROOF FASTENERS i� I (8 PER CONNECTION) / 1 1 �9oe> LONGSPAN ROOF f I PANELS I i I I • • i I I A� OUTSIDE CLOSURE VENT DETAIL AT RIDGE LSP-O W/ RIDGE FLASHING VENT DETAIL ON ROOF SLOPE VENTILATOR 414 ROOF FASTENERS (LOCATED EACH HIGH RIB) AIRSHAFT(FIELD NOTCH) VENTILATOR BASE LONGSPAN ROOF PANEL +14 ROOF FASTENERS (LONGSPAN ROOF PANEL) �gI VENTILATOR (4 REQUIRED PER VENT) VENTILATOR 1—.*14 ROOF FASTENERS I •I t12 ROOF FASTENERS (4 REQUIRED PER VENT) *14 ROOF FASTENERS --VENT BASE(FIELD (4' O.C.) BEND TO REQUIRED SLOPE) AIRSHAFT /—CAULKSE AIRSHAFT LONGPANROOFITHGUTTER VENT A LONGSPAN 3/4 x 3/16 MASTIC I 3/4 TM *14 ROOF FASTENERS f/4 ROOF FASTENERS (LOCATED EACH HIGH RIB) VENTILATOR BASE I 1 (4 REQUIRED PER VENT). I I - TAPE MASTIC(314 TM) OUTSIDE CLOSURE ) T LSP-O I 1/2 x 1I8 MASTIC (2 RUNS) I OUTSIDE CLOSURE I LONGSPAN ROOF LSP_O _ PANEL ' LONGSPAN ROOFI I LONGSPAN ROOF ��Q "B' PANEL I� I _ PANEL VENT DIE FORMED RIDGE ' OPENING (FIELD CUT VENT OPENING) LONGSPAN ROOF PANEL PURLIN(TYP.) (FIELD NOTCH PANELS) OUTSIDE CLOSURE I RIDGE PURLIN ( TYR) LSP-O I 1 VENT DETAIL AT RIDGE SECTION *A-A" SECTION •B- B• W/ DIE FORMED RIDGE r :tCALE: DATE DRAWN BY. 20` DIAMETER VENTILATOR EUFAIJLA ALA9AMA CHECKED BY: 1 REVISED ON SLOPE DETAILS THG AC 10-92 DESIGN AMD.BY: W/ LONGSPAN ROOF PANEL DRAWING: VNT-3 REV.No. ISSUE DATE- a-90 NUMBER WO. REVISIONS MADE CK'D.DATE NO. REVISIONS MADE CK'D.DATE NO. 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I ) THERMAL SPACER EAVE TRIM THERMAL SPACER EAVE TRIM ?SET- 7 TSEt- 7 SAVE TRIM — EAVE TRIM EAVE CLOSURE FLASHING EAVE CLOSURE FLASHING i 1LSE7- ISfT- FEC- SPEC- STRUCTURAL iASTENER �, TRUCTURAL F.ASTENEP TRLKTURAL FASTENER jtRUCTURAI ►AV---VEN 1/0 RIVET 1/8 RIVET / S'-0" 0 C. S'-T 0 C. i #12X1 1/4 SOHN 12Xi 1/4 S[4I4 12X1 1/N SDHH 12X1 1/4 SDNN 1'-0' O.C. r- -� '-tT O C. t'-Or 0 C / _ 1 -? o C 1/T -+i s •;B"-� - , 1/2- . 1 .-�•� I/Or 1 1/Y f STANDARD SAVE CONDITION STANDAR EAVE CONDITION INERMAL SPACER EAVE CONDITIO iH $AA1 L SPACER AVE CON ')TICIA SMfW681) SAVE CONDITION STANDARD EAVE GONDITIOy WITH LONGSPAN OR ARCHITECTURAL M WALL PANELS WITH SHADOW PANELS WITH LONGSPAN ON ARCHITECTURAL 4 WALL PANELS WITH SHADOW PANELS WITH LONGSPAN OR ARCHITECTURAL I WALL PANELS WITH SK40OW PANELS (LONGSPAN ROOF PANELS) (LONGSPAN ROOF PANELS) (STAIIDING SEAM It. STANDING SEAM 350 (STANOING SEAM 1, STANDING SEAM 360 (STAWIIG SEAM I, STANDING SEAM 360 (STANDING SEAM 1, STANDING SEAM 360 OR LOC-SEAM ROOF PANELS) OR LOC-SEAM ROOF PANELS) olt LOC-SEAM ROOF PANELS) OR LOC-SEAM ROOF PANELS) i ROOF PANEL LAVE CLOSURE FLASHING RMRUCT10NS I. PRIOR TO SHEETING THE ROOF 3R WALL. THE STRUCTURAL FRAMING MUST BE SQUARE AND PLUMB. WALL FASTENER. ' #14X3/4 STHCW 2. BLOCK OR SUPPORT THE COPTS AND EAVE STRUT TO PREVENT THE SUB FRAMING FROM SAGGING. BLOCKING MUST BE USED BETWEEN WAIL FASTENER S Ate BLANKET INSULATION #12X1 1/4 STHCW M PLACE UNTIL ALL WON _ SHEETS ARE COLININSTALLEDSNOUIO REMAIN WALL PANEL _ OUTSIDE PANEL CLOSURE 3. PLACE 111E SAVE TRW (FEC- TSE-1- ANO LSET- ) ON THE SAVE STRUT, LEAVING A 1 1 r OPENING BETWEEN THE OUTSIDE FACE OF THE EAVE STRUT AND THE INS" OF THE EAVE TRIM. (A 2 X 4 WORKS WELL TO OBTAIN THIS SPACE). THE I I1r OPENING WILL ACCOMMODATE LONGSPAN OR ARCHITECTURAL 1 WALL PANELS. AN OPENING OF 3 1/Ir MUST BE MAINTAINED FOR SHADOW PANES. SECURE THE CAVE TRW (FEC- AND SPEC- )WITH 1/B' 1 PNEI1 AMASTIC UP& THE RIMS ARE RIVIETS E ONLN ULD BE LOCATED INSIDE THE. ROOFONLY WTEWAD TO HOLD THE FLASH114G LINT& THE ROOF IS INSTALLEO AfJD NEED NOT BE REMOVED. 00 NOT USE FASTENERS IN LIEU CF RNETS UNLESS THE FASTENERS ARE REMOVED AS THE ROOFING PROGRESSES. /^—BLANKET INSULATION � FOR BlpL01.G5 WITH THERMAL SPACER LAK TRW AND LOC-SEAM EAVE TRIM. SECURE THE FLASHING WITH #12 X t lif SELF DRILL FASTENERS LOCATED T•-(r O.C. THESE ARE PERMA14ENT FASTENERS AND MUST BE INSTALLED. REMOVE ANY SPACERS USED FROM BEHIND THE SAVE TRW. 4. 11STALL THE ROOF PANELS ACCORDING TO THE APPROPRIATE I*WUAL AND/OR ERECTION DRAWINGS. REMEMBER THE PANEL OVEPMP44 OWENSION IS USUALLY FROM THE FACE OF OIE EAVE STRUT AND SHOULD BE MEASURED AS REOU REG BY THE ERECTION DRAWINGS S. WALL PANELS AND INSULATION 4:+Y IIOW K INSTALLED. SECURE THE INSULATION TO THE FACE OF THE LAVE STRUT AND BASE A XIX ACCORDING TO MAN WACTURERS RECOMMEtIDATONS SLIDE THE FALL PANEL BETWEEN THE LAVE STRUT AND LAVE TRIM. PLUMB THE I'ANEL AND SECURE WITH THE WALL FASTI.NaS. FASTETIERS MUST 2t INSTALLED BELOW THE EAVE TRIM. I I 6. 14STALL THE PANEL CLOSURES AND SECURE THE EAVE TRIM TO THE WALL PANELS. SEE )J TRJ�r10N N� $_• SF� 114STRUCTION NO. 5 SEE 3451RUCTION NO 6 • !NOTE (STEP 1) (STEP 2) (STEP 3) SHADOW PANEL INSTALIADON S1M!l VARY FROM THE DETAILS 9HOw11 SF.E THE SHADOM PANEL ERECTION MANUAL FOR FASTENER AND FLASHING OEIALI; j SCALE: DATE SPECIAL ERECTION DETAILS Cur AAAMyA ; DRAWN BY: N CHECKED BY: ROOF SHEETING PRIOR i 1 DEED STANDING SEAM 360 ROOF PANEL tHG 80 -�s ocsIGINAPP'o.Br: TO WALL SHEETING DRAWING ;FD—1 AEv'r. ' j NCIREVISIONS MADE CK'O DREVISIONS MADE :K'D. 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