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Home My WebLink AboutAPPROVED PEMB BLDG A SHP DRWNEW FABRICATON FACILITY MASSA FAMILY HOLDINGS 222 SW 21 TERRACE FORT LUADERDALE, FLORIDA 33312 SITE ADDRESS: D & D WELDING BUILDING "A" 5300 STEEL BLVD. FORT PEIRCE, FLORIDA 34946 FOR. APPROVAL OF METALMAX BLDNGS., INC, DRAWINGS INDICATE THAT METALMAX BLDNGS„ INC, CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATI❑NS. WHERE DISCREPANCIES EXIST BETWEEN THE METALMAX BLDNGS, INC, PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN, (SECT. 42A AISC CODE OF STANDARD PRACTICE 9TH ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY METALMAX BLDNGS., INC. ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN METALMAX BLDNGS., INC. UNLESS SPECIFICALLY INDICATED. BUILDING LOADS / DESCRIPTI❑N MAIN BUILDING "A WIDTH: 100.0' LENGTH; 365.0' HEIGHT1 30,0' TRIM COLORS: (BUILDING DIMENSI❑NS ARE N❑MINAL. REFER TO PLANS). CABLE, GALLERY BLUE THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED CORNER: LIGHT STONE AND APPLIED AS REQUIRED BY + FBC 7TH EDITI❑N ASCE 7-16. THE CONTRACTOR IS TO C❑NFIRM THAT THESE LOADS COMPLY EAVE: GALLERY BLUE WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT, FRAMED ❑PENINGS1 GALLERY BLUE ROOF DEAD LOAD: COLLATERAL L❑AD1 ROOF LIVE LOAD, ROOF SNOW LOAD: BASIC WIND SPEED1 SEISMIC ZONE: RISK CATEGORY SNOW LOAD SEISMIC LOAD ROOF PANELS: 2 PSF (ROOF PANELS & PURLINS) 4.5 PSF 20 PSF 0 PSF 170 MPHult/125asd, 3 sec, gust A II 0 0.07 24 GAGE SUPER SPAN 'X' PANELS WHIRLWIND FL# 17700.6 R3 FASTEN PER MFGRS SPECIFICATI❑NS COLOR: LIGHT STONE WALL PANELS: 24 GAGE SUPERSPAN 'X' PANELS WHIRLWIND FL# 17702.1 R3 FASTEN PER MFGRS SPECIFICATI❑NS COLOR: LIGHT STONE DRAWING INDEX" S 1 STRUCTURAL COVER SHEET AND BUILDING LOADS S 2 STRUCTURAL ANCHOR BOLT REACTIONS S 3 STRUCTURAL ANCHOR BOLT PLAN W/ DETAILS S 4 STRUCTURAL DETAILS S 5 STRUCTURAL ENDWALL FRAMING S 6 STRUCTURAL ENDWALL FRAMING S 7 STRUCTURAL SIDEWALL FRAMING S 8 STRUCTURAL SIDEWALL FRAMING S 9 STRUCTURAL RIGID FRAME ELEVATION S 10 STRUCTURAL ROOF FRAMING S F11 STRUCTURAL FOUNDATION PLAN S F 12 STRUCTURAL FOUNDATION PLAN - VIEW FOR SECTIONS S6.1 PRODUCT APPROVAL PAGE S6.2 PRODUCT APPROVAL/SCREW DOWN PATTERN NA METALMAX Buildin"s, Inc P.O. BOX 465 RUSKIVFL. 33570 Office: 813-260-3583 Cellular: 813-409-0148 Fax: 813-641-7839 http: //www.Bryan@metalmaxbuildings.com ENGINEER'S NOTES: 1) BASIC WINDSPEED=170 MPH ult/132 MPHasd. 3 sec. gust. 2) RISK CATEGORY: II 3) THE EXPOSURE CATAG❑RY= B 4) ENCLOSURE CLASSIFICATI❑N: ENCLOSED 5) ALL STRUCTURAL STEED ASTM-A36 6) THE DESIGN WIND PRESSURE FOR C&C AS PER ASCE 7-16 FIGURE 30,4-1 WITH LAMDA HT ADJ, FACT❑R= 1 WIND PRESSURDROOF ZONE 1(100SF):+10/-38 PSF WALL ZONE 4(20)SF:+29/-32 P ROOF ZONE 2e(64SF):+14/-34 PSF WALL ZONE 5(20)SF:+29/-38 P ROOF ZONE 2n(64SF):+14/-56 PSF ROOF ZONE 2r(64SF):+14/-56 PSF ROOF ZONE 3e(64SF):+14/-56 PSF ROOF ZONE 3r(64SF):+14/-65 PSF 7) C❑NSTRUCTI❑N TYPE: TYPE IIB 8) OCCUPANCY CLASSIFICATI❑N: GROUP: F-1 Description: Type: Tightening Torque: 2" x 1 " Bolt A325 100 foot pounds e " Bolt A325 100 foot pounds " x 1 " Bolt A325 140 foot pounds " x 1" Bolt A307 45 foot pounds 8" x 1" Bolt FN NECK 105 foot pounds x 2" Bolt A325 140 foot pounds 4' z' x 2" Bolt A325 250 foot pounds 4' x 1 1/4' Bolt A307 45 foot pounds 3/4' x 18' J BOLT ASTMA 307 105 foot Dounds I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 & D � W � S M I T H , M . S . , P . E THE FLORIDA BUILDING CODE 7TH EDITION FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 \\\O W ELTON I� G',.•�,�GEIjgE'•.1�� DAVID W Smith Projects Consulting Engineer 2021.01 9909 WALLAST❑N DRIVE—DADE CITY, FLORIDA 33525 .26 ;dot BTATEOF \ PHONE/TEXT; 813 469 2289 E-MAIL; dwsf t e@earth l ink, net P 13:57:30 -05'0 1TH PE,#53608 SHT# 1 ❑F 18 NOTES FOR REACTIONS 1. All loading conditions are examined and only maximum/minimum H or V and the corresponding H or V are reported. 2. Positive reactions are as shown in the sketch. Foundation loads are in opposite directions. 3. Bracing reactions are in the plane of the brace with the H pointing away from the braced bay. The vertical reaction is downward. 4. Building reactions are based on the following building data: Width (ff = 100.0 Len He = 365.0 E. g t (ff) = 30.0/ 30.0 Roof Slope rise/12) = 1.0/ 1.0 Dead Load (psf ) = 2.0 Collateral Load (psf ) = 4.5 Roof Live Load sf )) = 20.0 Frame Live Load psi = 12.0 Wind Speed (mph) = 170.0 Vend Code = FBC 17 (IBC 15) Exposure = B Closed/Open = C Importance Wind = 1.00 Importance Seismic = 1.00 Seismic Zone = A Seismic Coeff (Fa4Ss) = 0.09 WIND BENT REACTIONS t Reactbns - wall - Cal VAk ) Seismic(k ) Lac Una Una Harz Val Harz Vert B_SIN A 14 3.3 4.2 0.6 018 B_SM A 13 3.3 42 0.6 0.8 HFB_SW H B Sw A 11 3.3 42 0.6 0.8 A 10 3.3 42 0.6 0.8 1 I V B-SW } V B-SW A A 8 7 3.3 3.3 4.2 0.6 42 0.6 0.8 0.8 B_Sw A 6 3.3 42 0.6 0.8 B_Sw A 5 3.3 42 0.6 0.8 ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Wind Wind Frm Cot Dead Press Suct --CRANEAI-- Line Line Verl Horz Horz Horz Vert 4 8 0.6 -10.2 11.3 0.0 8.2 4 C 0.5 -6.7 7.4 0.0 0.0 4 D 0.5 -6.7 7.4 0.0 0.0 4 E 0.6 -10.2 11.3 0.0 8.2 RIGID FRAME: 6Aslc CXW REACTIONS (k ) 5. Loading conditions are: Frame urleN Una Hartz Vert Hahn Vert Hartz vrl Hartz vrt Ha1zt Vert MJAN- Hartz Vert 1 Dead+Collateral+Live I A 1.3 3.1 1.6 27 43 12 -12.0 -15.6 -10.7 -22.8 -10.9 -21.7 2 Dead+Collateral+0.75Uve+0.45Wind_Long2R I F -13 M -1.6 27 -43 71 10.7 -22 8 120 -15.6 11.8 -165 3 0.6Dead+O.6Wind_Leffl Frame Cakm MMI- 4 0.6Dead+0.6Wtnd Right1 IUna i Una A Harsh -11.8 vrt _IU Hartz -16.0 Vert -26.9 Nrh� Vert 6.7 11.4 H -0.6 Vert -03 Ho Vert 0.6 03 Hut -2.6 Vert -1.1 5 0.6Dead+0.61rnd_Long1L I F 10.9 -213 16.0 -26.9 -63 1M -0.6 03 0.6 -0.3 -2.6 1.1 6 7 0.6Dead+0.6Wind_Long1R 0.6Dead+0.6Wiod_Long2L Fame Una Cokaal Una 4ICRAIE12- Norte Vert 41CA/AE43- Hors: Vert 41CRANEA4- Hartz Vert 8 1.01Dead+1.01Collateral+0.53Seismic_Righ1 i A 26 1.1 -2.6 -1.1 26 1.1 9 0.6Deod+0.6Wind Righf2+0.61rnd Suction i F 2.6 -1.1 -2.6 1.1 2.6 -1.1 10 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2L Free cokznn owa --cold"- --ufe-- -wk"I- -wkr Ahtl- -rn_l,tt2- 11 Dead+Collateral+CRANFAI Una Una Hate Vert Hate Vat Hate Vert Hartz Vert Hartz vert Hartz Vert 2a A 21 4.8 29 4.9 7.8 Me -21A -28.1 -195 -41.1 -19.7 -393 2a F -21 4.8 -29 4.9 -7.8 13.0 19.5 -41.1 2" -2&1 21.4 -29.8 Frame Colum -Nid_Itl - --wha3anyl- -wind-Lov- -SlIsmkieH 9ehok- �d 42CRAHFAi- LAn Ua Horst Yert Hate Vert MVat Hartz Yerl Hartz Vert Halt Vert 24 A -21.4 -29.8 -28.2 -47.2 122 2M -0.8 -0.4 0.8 0.4 -2.6 -1.1 24 F 193 -393 282 -47.2 -122 2M -0.8 0.4 0.8 -0.4 -2.6 1.1 Frame Cokann 42MMA2- 42CRANE0- 42CRANFA4- Lim Una Holz Vert Hartz Vat Hate Vert 2a A 2.6 1.1 -2.6 -I.1 M 1.1 28 F 26 -1.1 -2.6 1.1 2.6 -1.1 Fran Moran -- Dead --0okwal- --LW- -WkUAI- -WhOkItIl- -M1nd1efY1- Un Una Hartz Vert Hartz Vert Hartz Vert Hartz Vert Hartz Val Hatt Vert 4 A 24 5.0 33 5.6 93 15.0 -29.6 -39.8 -16.9 -38.9 -26.8 -35.8 4 F -2.4 5.0 -3.5 5.6 -93 15.0 16.9 -38S 29.6 -39A 14.0 -2M Frame Colam -WkrdJtlghl2- Mh --wMJorgI- -whdlary2- -smm*- ft SelerYe Wglrt -F3CAAIEAI- LIM Una Merl Hertz Vert Hartz Vert Horst Vert Hartz Vert Hartz Vert 4 A -14.0 -21.9 -15.8 -37.6 -16.6 433 -0.9 -03 0.9 OS -2.6 _IA 4 F 26.8 -35.8 16.6 -333 15.8 -37.6 -0.9 OS 0.9 -0.5 -26 1.1 From Cokmn -F3CRAIEA2- 43CRAIE13- 43CRREA4- JWa(lalength Lim Una Hartz Vert Hartz Vert Hartz Vert OlyBoKin) _ Dk WBa lhkk 4 4 A F 2.11.1 26 -1.1 -2.6 -2.6 -1.1 1.1 2.6 1.1 M -1.1 2 2 0.750 8.000 12000 0300 0.750 8.000 12000 0300 Frame Cokam -Dead- --cameral- --Un-- -wkd-L•Rt- -wkdj%M1- -w1ndJa82- 2 0.750 8.000 12.000 0300 Lk• 59 Una A Hate 24 Vert 5.0 Hate 33 Vert 5.6 Hartz Vert 9.4 15.0 Hoch -329 Vert -46.6 Hartz Vert -11.6 -31.5 Natz -26.6 Vert -26.8 2 0350 8.000 MODO ORO 5a F -2.4 5.0 -33 5.6 -9.4 15.0 11.6 -315 329 -46.6 53 -11.7 2 0350 8.000 12000 0.500 2 0.750 8.D00 12000 ORO From Cokmn -wkdJ89ld2- --wkd Jo g1- -wkdlmy2- -se6mialaH SetzrtdcJtlght -Sehmlclonp 2 0.750 8.000 12.000 am Un Hartz Vert ikah Vert Hate Vert Nate Yer1 Hate Vert Hate Vert 2 0.750 8.000 12.000 0300 5a A -53 -11.7 -13.0 -46.8 -1A4 -38.7 -0.9 -03 0.9 OS 0.0 -2.1 Sa Frame F Coltman 26.6 -26A 44CRANFAI- 14.4 -426 -F4CR1UW- 13.0 -50.7 -NCRANEAS- -0.9 OS 44=04- 0.9 -0.5 0.0 -43 Una Una Nate Vert Ibriz Vert Hartz Yer1 Hate Yrt Wind Wind 5a A -2.6 -1.1 26 1.1 -2.6 -1.1 2.6 1.1 Frm Col Dead Press Suct 5a F -26 1.1 26 -1.1 -2.6 1.1 26 -1.1 Line Line Vert Horz Horz Fr. C*. Dead --collateral- --Lk-- -wind_l I- -wk,d gyktl- -wind-L&M- 16 E 0.6 -10.2 11.3 Lim Una Hate Vert Hartz Vert Hartz Vert Katz Vert Holtz Yerl Hartz Vert 16 D 0.5 -6.7 7.4 16 A 1.9 3.8 1.8 3.0 4.9 8.1 -24.7 45.1 -7.8 -222 -21,6 -24.4 16 C 0.5 -6.7 7.4 16 F -1.9 318 -1.8 3.0 -4.9 M7.8-222 24.7 -35.1 4.7 -113 16 B 0.6 -10.2 11.3 Fran cokonn -wid.J8yw- --WYd Lag1- -wkdlog2- -seimlleleH sabrtdaJByM -F5CRAIEAi- Un U re Hate Vert Matz Yert Nate Ya1 Hate Vert Hartz Vert Hartz Vert 16 A -4.7 -113 -6A -233 -72 -i&9 -0.6 -0.4 016 0.4 -26 -1.1 16 F 21.6 -24.4 72 -18.9 6.4 -233 -0.6 0.4 0.6 4.4 46 1.1 Fran Col" -f5MkWA2- 45CRAHEL, 45CRAIEA4- ENDWALL COLUMN: M%lMU REACTIONS, ANCHOR BOLTS, dL BASE PLATES Lkr UN Hartz 16 A M Vert 1.1 Hail -26 Vert Hate -1.1 2.6 veri 1.1 Frm Col load Hnlaz ColumnJtea k V Load Hmin V tbH(In) Base_Plate(In)) Grout 16 F 2.6 -1.1 -26 1.1 2.6 -1.1 Una Una Id H Vmat Id H Vmin Qty Dla Width Lengtli Thkk (in) 2e Frame &W 2 3 - - - Sa From Iles 5 6 7 8 9 10 11 12 13 14 15 4 B 9 6.8 0.3 10 -6.1 0.3 4 0.625 8.00o 13.00 0.500 0.0 BUILDING BRACING REACTIONS 11 0.0 8.8 4 C 9 4.4 0.3 10 -4.0 0.3 4 0.625 8.ODO 12.75 03DO 0.0 k) Pa 8 0,0 0.5 -wa1 _ -� - -Sakdc - 6/Stnw)a 4 D 9 4.4 0.3 10 -4.0 0.3 4 0,625 8.000 12.75 0.500 0.0 Ine LM Lim Han - - - Vert - Horz - Vert - wind Seb - - Hall - 8 0.0 0.s (h) 4 E 9 6.8 0.3 10 -6A 0.3 4 0.625 8.DDO 13.00 0.500 0.0 F SW F 5,6 13 7,8 13 7.6 7.6 1.3 1.3 1.4 1,4 11 0.0 8.8 10,11 63 7.6 1.3 1.4 16 E 9 6.8 0.3 10 -6.1 0.3 4 0.625 8.0DO 13.00 0.500 0.0 13,14 6.7 7.6 13 1.4 8 0.0 0.6 16 LEW B_SA A 14,IS 0.0 VD.0 21 k a 16 D 9 4.4 0.3 10 -4.0 0.3 4 0.625 8.ODO 12.75 03DO 0.0 11,10 0.0 V0.0 21 c 8 0.0 0.5 8,7 0.0 31 0.0 2.1 c 16 C 9 4.4 0.3 10 -4.0 0.3 4 0.625 8.000 12.75 0.500 0.0 65 0.0 3.7 0.0 21 c 8 0.0 0.5 c X-Bracing above wind bent �h�Rigid 16 8 9 6.8 0.3 10 -6.1 0.3 4 0.625 8,0D0 13.00 0,500 0.0 frame at endwall ANCHOR BOLT SUMMARY Dia pr(in) Qty Locate (in) Type 0 0 Jamb 5/8" A307 2.50 0 32 Endwall 5/8" A307 2.50 � 60 Frame 3/4" A307 3.00 + 88 Frame 1" A307 3.50 16 WindCoI 3/4" A307 3.00 ID 0 Crane 3/4" A307 3.00 fill '�`� THIS HAS BEEN `��IFL TO a ELECTRONICALLY SIGNED AND SEALED BY DAVIDWSMITH �` Q •••••• •••;^ C aa�� •••• V��'' '_ �r~GnS�••• D AV I D W S m i t h USING A DIGITAL ``'•••• /� �' O 4j • SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCU MENT ARE NQ 5360S - : 1-�JVMV i _ r Isis R 2 0 21 01 2 6 NOT CONSIDERED SIGNEDANDSEALED AND THE SIGNATURE • e % �e� STATe OF a �av 0 O • � • • °N ANY ELECTRONIC -•�I��;•`°;;:°*••'. 13.58.56-05'00' COPIES. Oil 5�� • • l��`� �� I hereby certify that I have performed ana revlewea inls plan and found it to be in compliance with ASCE 7 -16 and the FLORIDA BUILDING CODE, 7th edition David W. Smith,M.S.,P.E. ENG'R LICENCE #53608 Q Q f"N 11E E RIGID FRAME: 11AID31U11 RFACTM AHaroR 90US, a BASE PLATES Farm CalLoad Hmax v Load III* v Bdl(h) B=J* Grout Una Una Id H VmaY Id H vmkl Otr N MLrgill Ra (h) 1 A 2 92 163 6 -8.8 -143 4 0.750 8.000 13.50 0.500 0.0 1 F 6 8.8 -143 2 -02 163 4 0.750 8,000 13.50 OSa 0.0 2 -92 163 6 &8 -14.3 RIGID FRAME: WIN REACTaxs, AtICIIOR Dais, a BASE PLATES CdunrL.RwItams(k ) Frm CA H load IkId Grout2a Une Unaload H Vm H Wn �BoN(h) Da N9dll��loh(in) 1Ndt A 2 16.4 28.7 6 -15.6 -25.4 8 0,750 ODD 23,50 0.500 0.0 24 F 6 15.6 -25.4 2 -16.4 28.7 8 0.750 8.000 am 0.600 0.0 2 -16.4 2&1 6 15.6 -25.4 28 From Ina: 2 3 RIGID FRAME: 1uJMw REAC110Ns, AIIM Dais, a DACE PLATES Glom, JteaBan(k ) Frm Cot Load Hmal Y Load Hmin V h) jkh(In Grout Ina Una Id H vmac M H MR QIy N wkM Lagll 4 A 1 152 25.6 3 -16.4 -20.9 4 0.750 &ODD 11.50 0.500 0.0 4 F 4 16.4 -20.9 1 -152 25.6 4 0.750 8.000 11.50 0.500 0.0 1 -152 25.6 4 16.4 -20.9 RIGID FRAME: ILAlL7" REACTIONS, ANCHOR Dais, a BASE PLATES CdwaLReoclaa(k ) Frin Col load H load IhH Grout Una Lin H VITO Y� oBoH(h) k M9dll� L1er1 g300 T" Sa A i 15.4 25.7 3 -183 -24.9 4 1,0D0 8.000 0.500 0.0 5 -63 -253 5a F 4 183 -24.9 1 -15.4 253 4 1.OD0 &ODD 11.50 020 0.0 1 -15.4 25.7 7 63 -27.4 51 From kft 5 6 7 8 9 10 11 12 13 14 15 RIGID FRAME: =1111N REACTIONS, AHCNOR BOLTS, a BASE PLATES aM_RaVaMbrp(kLoad FrmcatLad Hmac IknYl V j GMUI Line Una Id H Ymal Id H Ymh Otr�h) Dia Width Lerg Ir i" 16 A 1 &5 14.9 3 -1&7 -18A 6 0.750 8,000 1930 am 0.0 16 F 4 13.7 -18A 1 45 14.9 6 0.750 DODO 19.50 am 0.0 1 -8i 14.9 4 133 -IU D.W.SMITT, M.S.,P.E FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 Projects Consulting Engineer 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE/TEXTI 813 469 2289 E-MAILI dwsftpe@earth(ink, net METALMAX Buildings, Inc. PROJECT MASSA FAMILY HOLDINDS, LLC ID BE0121-276A PROJECT 5300 SOUTH STEEL BLVD ADDRESS FORT PIERCE FL 34946 ANCHOR BOLT REACTIONS DESIGN:BAS I DRAFT:BAS DATE: 1/20/21 1 SHEET 3 CHECK: DWS OF 18 FASTENER TABLE SCREW SPACE OID PART (in) 280'-0' o'- ° 65'-0" 1 12x2.00L 12.0 2 12x2.00L 6.0 3 12xl.25L 12.0 1 65'-0" 290'-0" A A M 0 o O I00 O I o ® ® o F F 65'-0" 290'-0" 1 16 65'-0" 0'- " 280'-0° o'- " >rr��►►�� PANEL ZONE LAYOUT �/�T THIS HAI ESIGNED LECTROND BEEN .�`o'".E:TO�s'�• DAVI D W Smith (Minimum Fastener Spacing) ��J•''�GEN �•• �'� BV DAVIDWSMITH BY USING A DIGITAL SIGNATURE AND DATE. PRINTED COPIES OF ` T••� �r ,% ••%� ` Q = �• 2 * • �p. 53g08 = �' • • • • • FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 ° e e THISCOCUMEED NOT CONSIDERED e � = ' ro 2021 01 26 • • Projects Consulting Engineer SIGNEHESIGN SIGNATURE MUST BE AND THE SIGNATURE ANVELECTROIFIED NIC°"*�+� w .� STATE OF J . � O •� � ••� V�r 13.59:34-05'00' 9909 WALLASTON DRIVE-DADE PHONE/TEXT: 813 469 2289 E-MAILi CITY FLORIDA 33525 dwsf 1pe@earthl ink, net COPIES. ,,� /0y�1 7 41A/11114R1i4�t� i nereby certify that I have performed and reviewed this plan and found METALMAX Buildings, Inc, It to be In compliance with ASCE 7 —16 and the FLORIDA BUILDING CODE, 7th edition PROJECT MASSA FAMILY HOLDINDS, LLC ZONE LAYOUT ID BE0121-276A DESIGN: BAS DRAFT: BAS CHECK: DWS PROJECT ADDRESS 5300 SOUTH STEEL BLVD FORT PIERCE FL 34946 DATE: 1/20/21 SHEET 4 OF 18 David W . Smith , M . S . , P . E . E N G ' R LICENCE #5 3 6 0 8 rn M I ® i 2e I i 2e I N I I I I I N I I I , I � I I I I � 2n � O2 i 2n I 3r I I 2r 2r I i 3r I I 2 I O 2 O I j , I O I I I M I I _______________________________________________________________________________________________________ I ® i 2e i 2e I I SIDEWALL ENDWALL COLUMN BOLTS, 0.5' ROOF ENDWALL i� COLUMN BOLTS, 0.5' poF x 1.0' (TYP) PBRUIN onui� e RIGID �� x 1,0' (TYP) ENDWALL—` BOLT, 0.5' COLUMN FRAME �� ° END OF ---"- o--o---------- ---- COLUMN BY 1.0` COLUMN 0 0 o I BUILDING --I cnraccnoN ii O -- -- ° ---- ----- — rare � 14GI""RT N u �o� -- 0 0RAFTER ________________ofFLANGE i o G�MD RIA.FTER BRACE�N o 0 0 o BASE PLATE RAFTER BRACESENDWALL GIRT BASE PLATEPLAN ELEVATION ENDWALLPLAN ELEVATION GIRT NOTE: FLANGE BRACES MAY BE PRESENT 10 ROOF PURLIN TO EXPANDABLE ENDWALL B34 R/W COLUMN TO RIGID FRAME RAFTER C12 ENDWALL COLUMN TO WALL GIRT D16 CORNER COLUMN TO WALL GIRT E3 BASE PLATE FOR ENDWALL COLUMN E5 BASE PLATE TO ENDWALL ROOF PURLIN TO INTERIOR FRAME RAFTER RIGID FRAME O O O O COLUMN OR DOOR JAMB G2 EAVE STRU7 EAVE STRU EAVE STRUT _______ ________ FRAME tuncerm+Ncwe�Te __________________ ---_—_-- FRAME COLUMN COLUMN ve' • �' A eoia 73M MN fflL11�=p el�ia..d HIL7A'__________________COLUMN HRACEE -- - _ FLANGE BRACE BOLTS, 0.5' -� „BOLTS, I DOOR JAMB o x 1.0' CTYP) L. �Nt or 0.75'xL25' EXTENSION OF FRAME TOP FLANGE I o DOOR JAMB ______ _______ o o ° ii .. COLUMN SECTION ELEVATION ----'------- L SECTION ELEVATION WELDED PLATE SECTION ELEVATION WALL GIRT WELDED BOLTS, �5' WALL GIRT WELDED PLATE WALL GIRT PLATE x 1.0' (YP) H2 WALL GIRT TO FRAME COLUMN H4 WALL GIRT TO FRAME COLUMN H10 WIND BEN NG T OR COLUMN WIND COLUMN EAVE STRUT T❑ RIGID FRAME J24 EAVE STRUT TO RIGID FRAME K3 WALL GIRT TO DOOR JAMB O L3 DOOR JAMB TO EAVE STRUT BOLT, 0.5' x 1.5° WALL GIRT i DOOR JAMB SECTION ELEVATION DOOR JAMB TO WALL GIRT am��orecn ro �rAocx I I L0 SECTION ELEVATION SHOP CLAMP ON CABLE COLUMN OR RAFTER WEB HILLSIDE CABLE WASHER FLAT WASHER EYEBOLT SLOT IN WEB TO INSERT NUT HILLSIDE WASHER AND EYEBOLT BRACE ROD SLOT IN WEB TO INSERT HILLSIDE WASHER AND EYEBOLT COLUMN OR RAFTER WEB HILLSIDE WASHER FLAT WASHER HEADER TO C JAMB Q 2 DIAGONAL CABLE, EYEBOLT END Q 3 DIAGONAL BRACE ROD, NUT END DAVID W THIS HAS BEEN ELECTRONICALLY ``% *EL rQ /* �` Q ••••••• " ••..v ',� Smith SIGNED AND SEALED BY DAVID W SMITH `�•..• �I� �' � V �� •��/� USING A DIGITAL C ••• r 4 SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCUMENT ARE '- No. S3606 • w+w As� 2 0 21 01 2 6 NOT CONSIDERED SIGNEDANDSEALED , % p,\ STATE OF • • AND THE SIGNATURE MUST BE VERIFIED (IN ANY ELECTRONIC 000 A% I-, •,,O,`.•�• �♦ �`�� #r 14:00:20 COPIES. S ��' � -05'00' 1 hereby certify that I have performed and reviewed this plan and found it to be in compliance with ASCE 7 —16 and the FLORIDA BUILDING CODE, 7th edition David W. Smith,M.S.,P.E. ENG)R LICENCE #53608 D .W. SMITH , M . S . , P . E FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 Projects Consulting Engineer 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE/TEXT: 813 469 2289 E-MAIL: dwsflpe@earthlink,net METALMAX Buildings, Inc. PROJECT MASSA FAMILY HOLDINDS, I.L6TRUCTURAL DETAILS ID BE0121-276A DESIGN: BASI DRAFT:BAS I CHECK:DWS PROJECT 5300 SOUTH STEEL BLVD DATE: 1/20/211 SHEET 5 OF 18 ADDRESS FORT PIERCE FL 34946 EAVE STRUT FASTENERS RIBBED ROOF PANEL FASTENERS (3 PER FOOT) GABLE ANGLE <2 PER FLAT) WALL PANEL BOLTED END PLATES I I WALL PANEL WALL GIRT RIDGE PANEL BOLTS, SEE RF TOP FLANGE DWG FOR SIZE AND QUANTITY. SEALANT I FASTENER L FASTENER EAVE TRIM g �AL 1f 0 MAST C /4, GIRT FASTPE ENERS FLAT) HEADER CLOSURE ttnslx�E FLRfBSIfH cuucR BASE BASE ANGLE �nO SEALED WEB TRIM FASTENER 2 � � EAVE STRUT WALL PANEL PURLIN WOLL / JAMB TRIM J FASTENER e�'D4,q�< BOTTOM FLANGE EAVE TRIM RIDGE PANEL S,D�-�' FASTER FS FA PER Fun EXTENSION BEYOND FLANGE IS OPTIONAL FOR TOP & BOTTOM FLANGE. WIDE❑PEN HEADER WIDE❑PEN JAMB TRIM_316 � TRIM_320 � RIM_323 CORNER FLASHING � U1 TRIM 29� TRIM 294 BOLTED END PLATE RAFTER SPLICE WALL PANEL WALL GIRT WALL PANEL FASTENER FASTENER FASTENER WALL PANEL ANGLE I BASE ANGLE I TRIM ROOF PANEL I IL FASTENER I I I I SEALANT I FASTENER FASTENER NG ANGLEI� I BOLTED O O END PLATE TOP BOLTS, SEE O O DRAWING FOR SIZE. iT ' I BASE ANGLE I I FASTENER I SEALANT I SEALANT HEADER I FASTENER TOP FLANGE AND QUANTITY. WALL PANEL ' FASTENER CLOSURE FASTENER CLOSURE ANCHOR I I I aasuRE I FASTENER O O -INTERMEDIATE BOLTS, i I CLOSURE I WEB WHEN REQUIRED. J BASE TRIM TRIM I SEALANT BASE TRIM < FASTENER FA I 0 0 BOTTOM 0 0 BOTTOM BOLTS, SEE CONCRETE FOUNDATION BY OTHERS, MUST BE ADEQUATE I I •m ---- SEALANT I A� FLANGE DRAWING FOR SIZE. AND QUANTITY. TO SAFELY RESIST THE LOADS I I PARTIAL WALL I TRIM IN THE REACTION REPORT, I PURLIN� I VALE PANEL FOR RAFTER TO O SECTION THRU WALL PANEL T1 BASEPARTIALWALL BASE SEAL GABLE HEADER OBOLTS U3 COLUMN CONNECTI❑N AND CONCRETE FOUNDATI❑N TRIM_71 TRIM_74 TRIM_229 TRIM_232 Ir aIz Ir BAVE ASE, EERIEDIA / GIRT r r r Ir rrtETAL JAMB J SIDEWALL COLUMN SIDEWALL COLUMN ATIT - LT A✓ QAVE K7ND6 PEN( lo®t NO PNEl [lo LKS1 uu NDBF76 E17,TPT At IOIEW O --O TOP BOLTS , SEE MEMH R R W PA ING II O DRAWING FOR SIZE WALL GIRT CAS NOTED) ii I' nIiI�I" AND QUANTITY. Iz• I PANEL END LAPS OLY z• r zr � zz• B• z•r oo o o O O II�I oo oo NDKR AT BY O SCEVS PAEL TAPE SEL 'PURLIII STITCHSCREV �TW ��CK OI J EXTENDED O O -INTERMEDIATE BOLTS, WHEN REQUIRED. o 0 BOTTOM BOLTS, SEE FASTENER - - - - - - - - - - - - - STRCH ANCHORT BOLTS ANCHOR BOLTS DETAIL 'A' SCREW PATTERNS SMNN S 0 0 DRAWING FOR SIZE AND QUANTITY. AT 20 nE MFMB R C .R W ACING BASE PLATE BASE PLATE SATISFY F ui. I REauDIE SECTION THRU PANEL ENO LAPS IENrs FOR R� EXTENSION BEYOND FLANGE IS WALL PANEL-7FASTENER (AS NOTED) n n n n n n Super Span-X R AND PBR PANEL AT HALL PLAN ELEVATION R2 ANCHOR BOLTS AT SIDEWALL COLUMN PLAN ELEVATION R3 ANCHOR BOLTS AT SIDEWALL COLUMN " "Super Span-X or "PBR" PANEL AT ROOF OPTIONAL, AT TOP & BOTTOM. 2 BOLTED END PLATE CONNECTION O TRIM JAMB FASTENER LOCATION — FASTENER LOCATION SCREW 5 SCREW_4 AT BUILDING PEAK TRIM_239 THIS HAS BEEN N%�11CC! ELECTRONICALLY `�LLTQ�'�� SIGNEDAND SEALED �` �Q•��..�•.• �� D AV I D W Smith l �A% IJ s t ' SMITH M • S1 • E a' BVDavIDwSnnITH v\CENS��FLORIDAFL❑RIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 USISIGNATURE ANDITAL + ; No gsos .. ! SIGNATURE AND DATE. � y . � 2 / Imo) Imo) I/�) PRINTED COPIES OF Projects Consulting Engineer 7r THIS .. 2 0 21 0 1 - \(/�� . CDOCUMENT CONSIDERED• ! V NOT CONSIDERED • 9909 WALLASTON DRIVE-DADE CITY,FLORIDA 33525 SIGNED AND SEALED : STATE OF �yi` ANDTHESIGNATURE C . AN, ` PHONE/TEXT: 813 469 2289 E-MAIL: dwsflpe@earthlink,net MUST ANV ELECTRONIC T '`��•.�.;OR: p .� �`, 14.01:03-05'00' OPIES.EVERIFIEOON hereby certify that I have performed and reviewed this plan and found METALMAX Buildin s, Inc. PROJECT MASSA FAMILY HOLDINDS, [LSTRUCTURAL DETAILS it to be in compliance with ASCE 7 —16 and the FLORIDA BUILDING CODE, 7th edition ID BE0121-276A DESIGN:BAS DRAFT:BAS CHECK:DWS PROJECT 5300 SOUTH STEEL BLVD DATE: 1/20/21 1 SHEET 6 OF 18 David W. Smith,M.S.,P.E. ENG'R LICENCE #53608 ADDRESS FORT PIERCE FL 34946 SPLICE PLATE k BOLT TABLE Work Tory Bot Int T Dia Length Width Thick SP-1 SP-2 SP-3 4 4 4 4 4 4 2 A325 0 A325 0 A325 0.750 0.750 0.750 2.25 1.75 2.00 6' 6' 6' 5/8. 3/8 1/2' Both A— N 2'-0 2'-0 Work Wei ht 9 Len 9f ••-- -- ... Start nd ..__ .._.. Thick Len h ,,,..-.,.,, ..,...,. W x Thk x Len ..._.__ .._..,- W z Thk x Len RF1-1 1014 29 —4 9 16 1 2.018.5 0.164 6— 6 x 5 16 x 9 —3 3 4 6 z 5/16" x 6 —2 1/4' 18.5/40.0 0.164 20'-0' 6 x 5/16' x Y-11 3/16" RF1-2 650 2V-1 5/16' 40.0/36.5 38.0/32.3 0.250 0.188 3'-51316' 6'-0 5116. 6 5/16' V-6 9/16' 6 x 1/4' x 21'-0 5/16' x x 32.3/18.0 0.164 15'-0' 6 x 1/4' x 14-6 9/16 RF1-3 517 25'-0 7/8' 18.0/18.0 0.135 20'-0" 6 x 1/4' x 25'-0' 6 x 1/4 x 24-10 1/2' 18.0/18.0 0.135 V-0' RF1-4 1011 29'-4 9/16' 36.5/40.0 0.250 Y-5 13/16' 6 x 5/16" x 3'-11 3/16" 6 x 5/16' x 26'-2 1/4' 40.0/18.5 0.164 20'-0' 6 x 5/16 x 29 —3 3/4' SSRC yl 26'-9' �i. +16fw 26'-9'tF 1-0' 24 U SX, Ught Sl- 510 'SS 9 0 4'4 2'-6 1/16' 2 0 5'4 I 2'c8 1/rs' 10 1/4' I I I 91'-6 1/4' - I - -I 110 1/4' V-4 5/8, RIGID FRAME ELEVATION: FRAME LINE 1 T IS HAS BEEN ,,i1111it/�f� � ELECTRONICALLY SIGNED AND SEALED BY DAVID W SMITH ��` Q ..... �� J�0••'0EN••• s • �r\ �� /� DAVI D W Smith U SING A DIGITAL UREAND PRINTEDCOPIESOF TH S D CUMEN DATE. THIS OOCU MENT ARE `� �. •�. `O • = + . No. 530pg * A 7I i >� _ 2 0 21.01. 2 6 NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE i r�4 STATE OF r* - 4/ �L •�/ ELECTRONIC ANY ELECTRONIC /� /�` �'0��••�.�OI�.v ��1 �``,` 14.02:11-05�00' COP COPIES. COPIES. p �;4VII Vt 0 .I , �� I I I hereby certify that I have performed and reviewed this plan and found it to be in compliance with ASCE 7 —16 and the FLORIDA BUILDING CODE,7th edition David W. Smith,M.S.,P.E. ENG'R LICENCE ##53608 Y-4 5/8' D.W.SMITI-I, M.S.,P.E FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 Projects Consulting Engineer 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE/TEXT: 813 469 2289 E-MAIL: dwsflpe@earthtink, net METALMAX Buildi PROJECT MASSA FAMILY HOLDINDS, LLC ID BE0121-276A PROJECT 5300 SOUTH STEEL BLVD ADDRESS FORT PIERCE FL 34946 Inc. RIGID FRAME ELEVATION DESIGN: BAS I DRAFT: BAS DATE: 1 /20/21 1 SHEET 7 CHECK:DWS OF 18 SPLICE PLATE A BOLT TABLE MEMBER TABLE Web Depth Web Plate Outside Flange Inside Flange (lark Weight 9 Len 9m Start nd Thick Len h W x Thk z Len W x Thk x Lenoth Mark Tory Bot Int Type Dia Length idth Thick Length RF2-1 1554 29 —4 9 16 22.0 27.7 0.250 5 — 7 8 6 x 1/4" x 2 —3 13/16- 6 x 3 8 x 2 —3 1/8" SP-1 4 4 2 A325 1.000 2.75 6" 3/4' 4'-9 3/8's 27.7/50.0 0,250 20'-0' 6 x 1/4' x 4'-8 3/16' SP-2 4 4 2 A325 0.750 2.00 6" 1/2" 2'-10 3 4 50.0/45.5 0.313 4'-5 13/16' SP-3 4 4 0 A325 0.750 2.00 6' 1 2 2-4 7/8' RF2-2 1006 20'-4 1/8' 50.0/31.3 0.250 17'-2 7/8' 6 x 1/4' x 20'-2 7/8' 6 x 5/16' x 5'-9 1/8' 31.3/28.0 0.250 3'-0' 6 x 1/4' x 14-6 11/16 RF2-3 661 25'-1' 28.0/25.6 0.164 10'-0' 6 x 1/4' x 9'-6' 6 x 1/4' x 24'-10 3/16' FLANGE BRACES: Both Sides(U.N.) FBxx1(I ): xx=Iength(in) RF2-4 1551 29'-4 9/16" 25.6/22.0 45.5/50.0 0.135 0.313 15'-0" 4'-5 13/16' 6 x 5/16' x 15'-6' 6 x 1/.4' x 4'-8 3/16' 6 x 3/8' x 25'-3 1/8' B — F2X2X1/8 50.0/27.7 0.250 20'-0' 6 x 1/4 x 29'-3 13/i6" A — L2x2x14G SSRC 27.1 22.0 0.250 5'-1 7/8" N —Li 0 9 10114 1 4'-2 51C 4"-2 5/6" 1 RIGID FRAME ELEVATION: FRAME LINE 2 3 �"Af THIS HAS BEEN ELECTRONICALLY SIGNEDANDSEALED L1.TQ �, O �� ' ..�'��EN��.�►��i \r D AV I D W Smith BY DAVID WSMITH USING A DIGITAL ` �•.0 At •�.%� 0 SIGNATUREAND DATE. PRINTED COPIES OF THIS DOCUMENT ARE 00 � j NQ C9Q/�S = +� : 17L�7VVV * I'/�/ I'/�/ I'/�J 0 1 O 1 NOT CONSIDERED SIGNEDANDSEALED ! .� i I �y 3TATEOF �i L L • • L AND THE SIGNATURE AMUST BE NYE ELECTRONIC 0 AL/ T. `rrz �'��; �i1,o••.��`�` 14.03.04-05'00' COPIES. ?�/ ��hAI�►4 �pw�� 11111144AP I hereby certify that I have performed and reviewed this plan and found it to be in compliance with ASCE 7 —16 and the FLORIDA BUILDING CODE, 7th edition David W. Smith,M.S.,P.E. ENG'R LICENCE ##53608 E 9 D.W.SMITH, M.S.,P.E FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 Projects Consulting Engineer 9909 WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525 PHONE/TEXT: 813 469 2289 E-MAIL: dwsflpe@earthlink.net METALMAX Buildings, Inc. PROJECT MASSA FAMILY HOLDINDS, LLC RIGID FRAME ELEVATION ID BE0121-276A DESIGN:BAS I DRAFT:BAS CHECK:DWS PROJECT 5300 SOUTH STEEL BLVD DATE: 1/20/21 SHEET 8 OF 18 ADDRESS FORT PIERCE FL 34946 SPLICE PLATE & BOLT TABLE Mark Top Bot Int Type Dia Length Yrdth Thick Length SP-1 4 4 2 A325 1.000 2.50 8" 5/8' 4'-3 3/8' SP-2 4 4 0 A325 0.750 2.00 6' 1 /2' 2'-0 7/8" ANGE BRACES: Both Side4U.N.) FBxxB(1 : xx=Iength(in) 8 - F 2X1/8 A - L2x2x14G QI• 12 Mark Weight Length � - n.d. Thick - • •-• Len h W.x_.Thk 'X"'[en _z_-Thk _.x.,Length RF3-1 1479 29 -4 9/16' 1 0.017.9 0.250 5- 1 2 8 x 5/16" x 9 -3 3 4 8 x 5 16 x 5 -9 9/16- 17.9/46.0 0.250 20'-0' 8 x 5/16' x 4'-4 34' RF3-2 859 20'-7 11/16' 46.0/42.0 44.0/30.7 0.313 0.250 3'-111316" 10'-6 9/16' 6 5/16' 20'-7 7/8, 6 x 5/16" x 6'-0 9/16' x x 30.1/18.1 0.188 10'-0' 6 x 1/4" x 4'-0' 6 x 5/16" x 10'-6" RF3-3 542 25'-1' 18.0/18.0 0.135 20'-0' 6 x 1/4" x 9'-6' 6 x 1/4' x 24'-10 1/2' 18.0/.18.0 0.135 5'-0' 6 x 5/16' x 15'-6' RF3-4 1476 29'-4 9/16' 42.0/46.0 0.313 3'-11 13/16' 8 x 5/16x 4'-4 3/4 8 x 5/16' x 25'-9 9/16' 46.0/17.9 0.250 20'_0' _ 8 x 5/16' x 29-3 3/4 SSxc I` 21 aa. SX, ugm sione SIP 9 0 T—B I/W 2 0 3'-9' RIGID FRAME ELEVATION: FRAME LINE 4 THI HAS BEEN C� 1 i�t/� f� ELECTRONICALLY �```Q �. .ON� SIGNEDAND SEALED �4 a� �� CEN ••� �� '' D AV I D W Smith BV DAVID W SMITH `% C •�. �` SF ��/�� USING A DIGITAL SIGNA THIS D CUMEN DATE. 4 Nci. sagpg # 2 21 • 1.2 6 PRINTED COPIES OF 0 *: THIS DOCUMENTARE �. is NOT CONSIDERED SIGNED AND SEALED 00.1k STATE OF J'f AND THE SIGNATURE O le1 MUST BE VERIFIED ON I 'A'of4Oq{ph 0� ANV ELECTRONIC 'perI �� •��" �14.0 3.5 8 - 0 5 0 COPIES. , fill I hereby certify that I have performed and reviewed this plan and found it to be in compliance with ASCE 7 —16 and the FLORIDA BUILDING CODE, 7th edition PROJECT ID David W. Smith,M.S.,P.E. ENG'R LICENCE #53608 PROJECT ADDRESS M D.W.SMITH, M.S.,P.E FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 Projects Consulting Engineer 9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 PHONE/TEXT: 813 469 2289 E-MAIL: dwsf tpe@earth I ink, net METALMAX Bui MASSA FAMILY HOLDINDS, LLC BE0121-276A 5300 SOUTH STEEL BLVD FORT PIERCE FL 34946 nc. RIGID FRAME ELEVATION DES6.BAS DRAFT:BAS DATE: 1/20/21 SHEET 9 CHECK:DWS OF 18 SPLICE PLATE do BOLT TABLE MEMBER TABLE �' dark Weight Wei 9 Length 9 Web th End Start/End Web Plate Thick Lenath Mark Top Bot Int Type Dia Length Width Thick Length RF4-1 1498 29 —4 9 16 10.0 17.3 0.250 5 — 7 16 SP-1 4 4 2 A325 1.000 2.50 8' 5/8' 4'-9 3/8' 17.3/46.0 0.250 20'-0" SP-2 4 4 0 A325 0.750 2.00 6' 1/2 2'-0 3/4' 46.0/41.5 0.313 4'-5 13/16" SP-3 4 4 0 A325 0.750 2.00 6' 1/2T 2'-0 7/8' RF4-2 892 20'-8 3/16" 50.0/33.6 0.250 10'-7 1/16" 33.6/18.1 0.188 10'-0' OFLANGE BRACES: Both Sides(U.N.) RF4-3 550 25'—l" 18.0/18.0 0.135 20'-0" FBzzA xx=length(in) 18.0/18.0 0.135 5'-0' A — L2x2z2x14G RF4-4 1491 29'-4 9/16' 41.5/46.0 0,313 4'-5 13/16" 46.0/17.3 0.250 20'-0' 17.310.0 0.250 5'-1116' SSRc 26'-9'�. �16J,f 26'-9'� N m 0XJ/10 X0-334 8 x 5/16" x 4'-4 1/4 . 6 x 1/4" x 20'-7 1/16" 6x1/4'x9'-6' 6 x 5/16" x 15'-6' 8 x 5/16" x 4'-4 1/4' 8 x 5/16" x 29'-3 3/4" - - -i- 4-IV ado I RIGID FRAME ELEVATION: FRAME LINE 5 6 7 8 9 10 11 12 13 14 15 THI ELECTRONICALLY SIGNED AS BEEN RONICALLV SEALED SIGDAVID �` • ; aN V L� `` a` •••• `CE V% /- D AV I D W Smith BY DAVID W SMITH W USINGADIGITAL ` �••• ••i�I/�' •�,� Q • • SIGNATUREAND DATE. PRINTED COPIES OF THIS DOCUMENT ARE _ •tr j No. t/)$08 : ! ^ i * • 17�7V Vv ` 0 / 1 r � � 1f I/�) `(/�' 0 1 NOT CONSIDERED SIGNED AND SEALED THE SIGNATURE L • • L V . ro• S� / ST'A1"�/fl�FAND ANY T ELECTRONIC VERIFIEDBE ON 1 1 ��,0� •��O,,y� +w• R ••�Y'` 14.05.53 -05 00 COPIES. ,I/��/��4�'tL • • I hereby certify that I have performed and reviewed this plan and found it to be in compliance with ASCE 7 —16 and the FLORIDA BUILDING CODE, 7th edition PROJECT ID David W. SmithN.S.,P.E. ENG'R LICENCE #53608 PROJECT ADDRESS WNW 6z5/16"x6'-158" 6 x 1/4" x 4'-0 1/2' 6 x 5/16' x 10'-6 15 16" 6 x 1/4" x 24'-10 1 2' 8 x 5/16" x 25'-3 9/16" D 1/4' D.W.SMITH, M.S.,P.E FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 Projects Consulting Engineer 9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 PHONE/TEXTI 813 469 2289 E-MAIL: dwsi'lpeharthlink, net METALMAX Buildi MASSA FAMILY HOLDINDS, LLC BE0121-276A 5300 SOUTH STEEL BLVD FORT PIERCE FL 34946 nc. RIGID FRAME ELEVATION DESIGN: BAS I DRAFT: BAS CHECK: DWS DATE: 1/20/21 1 SHEET 10 OF 18 SPLICE PLATE do BOLT TABLE Mark Top Bot Int Type Dia Leng SP-1 4 4 2 A325 0,750 2.25 SP-2 4 4 0 A325 0.750 1.75 SP-3 4 4 0 A325 0.750 2.00 FLANGE BRACES: Both Sides(U.N.) FBxxA(1): xx=length(in) A — L2x2x14G B — F2X2X1/8 IN m Mark Weight Length Start End Thick Length W x Thk x Len th Width Thick Length RF5-1 1140 29 —4 9 16 18.0 23.0 0.164 5 —11 6 x 3/8" x 29 —3 11 16 6" 5/8" 3'-11 3/8" 23.0/40.0 0.164 20'-0" 6 x 3/8" x 3'-11 1 8" 6" 1/2" 2'-0 7/8" RF5-2 716 21'-1 7/16" 40.0/33.7 0.250 6'-0 7/16" 6 x 1/4" x 21'-0 7/16" 33.7/28.5 0.188 5'-0" 28.5/18.0 0.164 10'-0" RF5-3 517 25'-0 7/8" 18.0/18.0 0.135 20'-0" 6 x 1/4" x 25'-0" 18.0/18.0 0.135 5'-0" RF5-4 1137 29'-4 9/16" 36.4/40.0 0.313 3'-7 3/4" 6 x 3/8" x 3'-11 1/8" 40.0/23.0 0.164 20'-0" 6 x 3/8" x 29'-3 11/16" 11AAAn A1sA 51_11" SSRC 16'-9' t� 23'-11' 24 G. Sl4 lT9M SIo"e SIB g 0 4-4' 2'-8 — 11 11 II II II II I I II II 1 I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I � L EC -I 3'-4 11/16' M, t 8s I Ri5-3 . 87'-0' Cram SpmI I CRANE SYSTEM WITH COLUMN SUPPORPS BY OTHERS I II II II II I II + II II II II II II II II II II II II II II II II II II II It EC-2 RIGID FRAME ELEVATION: FRAME LINE 16 THIS HAS BEEN ELECTRONICALLY IGNFDAND SFAeDvD e EO$ DAVID W Smith wsnlT `�.e USING A DIGITAL .4 : SIGNATUREANODATE. = PRINTED CORIESOF • W7VVV ` No 536o. •Z E O 1 THIS DOCUMENT ARE = 1f 1 b •{y J ! NOT CONSIDEREDSIGNED AND 1EALE. / AND THE SIGNATURE 01 STATEO-F'�"��` 1 IFIEOON �, ��••�ORfo'•••.�••' `` 14.07:04 -05'00 ANY ELECTROLECTRONIC CMUSTBE �� -`�-�eM� OPIES. I hereby certify that I have performed and reviewed this plan and found it to be in compliance with ASCE 7 —16 and the FLORIDA BUILDING CODE, 7th edition PROJECT ID David W. Smith,M.S.,P.E. ENG'R LICENCE #53608 PROJECT ADDRESS EC-1 Y-4 11/1 1/4' X W I b X ZJ- 6 x 1/4" x 21'-1 3/8" 6 x 1/4" x 24'-10 1/2" 6 x 5/16" x 25'-11 3/4" D.W.SMITH, M.S.,P.E FLORIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608 Projects Consulting Engineer 9909 WALLAST❑N DRIVE—DADE CITY, FLORIDA 33525 PHONE/TEXT: 813 469 2289 E—MAIL: dwsf 1pe@earthl ink, net METALMAX Buildings, Inc. MASSA FAMILY HOLDINDS, LLC RIGID FRAME ELEVATION BE0121-276A DESIGN:BAS DRAFT:BAS CHECK:DWS 5300 SOUTH STEEL BLVD DATE: 1/20/21 1 SHEET 11 OF 18 FORT PIERCE FL 34946 SPLICE BOLTS Splice Quan ----- Bolt ----- Mark Top/ Bot Type Dia Leng SP— 1 4 4 A325 0.750 2.00 F-- 61 i WF-2 i N I t 7 I+ 1 I+ U -0. 21'-11 9 1 CLEAR + - WIND BENT ELEVATION: FRAME LINE A THIS HAS BEEN `�LTO ELECTRONICALLY DAV I D W Smith SIGNED AND SEALED BY DAVINGADGITALH 4�•�•• ��CiEN �.•� r SIGNATURE AND DATE.$36 * _ 2 0 21. 01. 2 6 PRINTED COPIES Of THIS DOCUNIENTARE NOT CONSIDERED SIGNED AND SEALED % STATE OF j ANDTHE SIGNATURE 0 ✓tr MUS ANYE ECTRONI[DON��••�O/jjjl{aa.Oa•..��,`` 14.08:10 -05 '001 COPIES. V041, 1R • r A� �,AY�•�� I hereby certify that I have performed and reviewed this plan and found it to be in compliance with ASCE 7 —16 and the FLORIDA BUILDING CODE, 7th edition David W. Smith,M.S.,P.E. ENG'R LICENCE #53608 MARK MEMBER LENGTH WF-2 WF-1 W10542 W12542 21 —11 1 16 15'-0" --I I I I I I I I I I I I D.W.SMITH, M.S.,P.E FLORIDA PR❑FESSIONAL ENGINEER LICENSE NUMBER 53608 Projects Consulting Engineer 9909 WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525 PHONE/TEXT, 813 469 2289 E-MAIL, dwsflpe@earthlink, net METALMAX Buildin PROJECT MASSA FAMILY HOLDINDS, LLC ID BE0121-276A PROJECT 5300 SOUTH STEEL BLVD ADDRESS FORT PIERCE FL 34946 nc. WIND BENT ELEVATION DESIGN: BAS I DRAFT: BAS CHECK:DWS DATE: 1/20/21 1 SHEET 12 OF 18 'Z1. 12 100'-0. OUT-TO-M OF STEEL Rake L I I I Rake L T (}, G 2 I I Cr2 G-1 m ' m C-1 C-2 G-2 G-1 m I j m G-1 G-2 G-2 G-1 m l G-1 G-2 ' G-2 G-1 %1 Ban EC-1 EC-2 EC-2A EC-2A EC-2 EC-1 30'-8• CENTER TO CENTER COLUMN 31Y-V ROUGN OPENING GIRT LAPS s/P ENDWALL FRAMING: FRAME LINE 4 Q Q Q � 1. O O o O ENDWALL SHEETING & TRIM: FRAME LINE 4 PARTS: 24 Ga. SX - Light Stone (SYP) KIN BOLT TABLE FRAME LINE 4 LOCATION QUAN TYPE DIA LENGTH EC-1/FRAME 8 A325 5 8 1 1 2 EC-2/FRAME 2 A325 5/8" 1 1/2" MEMBER TABLE FRAME LINE 4 MARK PART LENGTH HB-1 C8x18.75 30 -0 99 EC-1 W12X19 30'-7 1/16" EC-2 W12X16 32'-0 3/8" EC-2A OC20.75X4X14GA 19'-11 3 4" G-1 8X25Z16 17'-7 1/2 " G-2 8X25Z16 18'-5 1/2" G-3 8X25Z12 19'-7 1/2" G-4 8X25Z12 32'-11 1 2" TRIM TABLE FRAME LINE 4 OID MARK DETAIL 1 FL-26 TRIM_294 2 HT-101 TRIM_290 3 BT-101 TRIM_74 4 CT-102 TRIM_323 5 MT-113 6 FL16A 7 FL616B CONNECTION PLATES I• y DAVI D W FRAME LINE 4 12 O ErE<.aoNlaEY �"',�,,,,,,.� IELTp',"?-- Smith ❑ID MARK PART e a D-D-sMA;x O _ USINGAo..LTAIL =�or�.•••��CEIVBF';��i- - 1 n 1 - SIGNATUREAND TAT E. TIN"RI" o°UMENTARE _ No. # 609 �} = 2021.01.26 2 r1 1w EnnrvosEniEUE ELECTRONIC N i �%S !TATEOFANIT' '�w•;n r ��M``� 14:09:18 i CANY OPIES �A111111A1 -05'00' hereby certify that I have performed and reviewed this plan and found it to be in compliance with ASCE 7 —16 and the FLORIDA BUILDING CODE, 2017 6th edition David W. Smith,M.S.,P.E. ENG'R LICENCE #53608 D.W.SMITH, M.S.,P.E FLORIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608 Projects Consulting Engineer 9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 PHONE/TEXT; 813 4 9 2289 E-MAIL; dwsf(pe@earthIink.net METAL AX Buildi PROJECT MASSA FAMILY HOLDIN S, LLC ID BE0121-276A PROJECT 5300 SOUTH STEEL BLVD ADDRESS FORT PIERCE FL 34946 Inc. ENDWALL FRAMING DESIGN: BAS DRAFT: BAS CHECK: DWS DATE: 1/20/21 1 SHEET 13 OF 18 IW-O' GUT-T"JT OF STEEL EC-1 GILT UPS Race L I 1 I ----------------------------- I-- I Rake L — -----p--------------� I® G1 G-3 I C4 I C3 01 m l I I I m G 1 G-3 G-4 G-3 f 1 m l I I � I I I m G-1 I G-2 RB-1 - ---- -- G-2 I G-1 m I I m G-1 G-2 I I I I G-2 G-1 m I I I m C-1 C-2 I I , I m G 1 G-2 rl m G-1 �I� G-2 I I ------ Bose L-----o- -1 I --------------- EC-1 0 I At4_ r-1 3� 1'-1 JK_ 1'-1 JK_ r-1 31" r-1 S/P 1.-, s1P r-1 s/P ENDWALL FRAMING: FRAME LINE 16 Q Q Q Q Q 7 0 ENDWALL SHEETING & TRIM: FRAME LINE 16 PARRS: 24 Ga. SX - U# Stone (SNP) M EC-1 W12X19 30'-7 1/16" EC-2 W12X16 32'-0 3/8" EC-2A OC20.5X4.X14GA 19-111/2" DJ-4 C8X11.5 12'-0" DH-3 C8X11.5 9'-111/2" G-1 8X25Z16 17'-7 1/2" G-2 8X25Z16 18'-5 1/2" G-3 8X25Z12 19'-7 1/2" G-4 8X25Z12 32'-11 1/2" G-5 8X25Z16 19'-11 I/ G-6 8X25Z14 18'-5 1 2" G-7 8X25Z14 17'-71/2" G-8 8X25Z16 3'-1 1/2" DAVID W Smith " EOF = 2021.01.2 = STATE OF �� 4)R fO►-'*A. �'wl``� 6 14:11:12 -05'00' OID 1 MARK DETAIL 1 FL-26 TRIM-294 2 HT-101 TRIM-290 3 BT-101 TRIM 74 4 CT-102 TRIM 323 5 FL-16 TRIM_229 6 FL16A 7 FL616B 8 FL-26 TRIM-239 n hereby certify that I have performed and reviewed this plan it to be in compliance with ASCE 7 —16 and the FLORIDA BUILDING CODE, 2017 and found 6th edition David W. Smith,M.S.,P.E. ENG'R LICENCE #53608 D.W.SMITH, M.S.,P.E FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 Projects Consulting Engineer 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE/TEXT; 813 4 9 2289 E-MAIL: dwsflpe@earthlink, net METAL AX Buildings, Inc. PROJECT MASSA FAMILY HOLDIN S, LLC ENDWALL FRAMING ID BE0121-276A DESIGN: BAS DRAFT:BAS CHECK:DWS PROJECT 5300 SOUTH STEEL BLVD DATE: 1/20/21 SHEET 14 OF 18 ADDRESS FORT PIERCE FL 34946 SPECIAL BOLTS ROOF PLAN 1 QUARTYPE CIA LENGTH WASH o ID 1 2 A307 1/2" 1 1 4 2 MEMBER TABLE ROOF PLAN HARK I PART LENGTH P-1 8X25Z12 24 -9 i 2 P-2 8X25Z14 27'-111/2' P-3 8X25Z16 27'-1112' P-4 8X25Z16 31'-312" P-5 8X25Z12 28'-11/2' P-6 8X25Z12 24'-91/2 P-7 8X25Z12 28'-11/2" P-8 8X25Z14 31'-3 1/2" E-1 E085341L 21'-71/2� E-2 1085341L 21'-7 1/2 E-3 E085341L 24-111/2" E-4 1085341L 24'-111/2" E-5 E085341L 24'-111 2" CB-4 0.75_ROD 30'-91 2" CB-5 0.75_ROD 30-5 1/4" CB-6 0.15 ROD 28'-9" 16 I 365'-0' 011T O-M OF STEEL 2 3 4 5 6 7 8 9 IS 25'-0' 25'-f 25'-0' 25'-0' 25'4' 25'-0' 2212 25-0' 214 25'-0' 25'-0' 25'-0' 25'-0' 25'-0' RF1-1 E-1 RF2-1 E-2 RF2-1 E-2 0-1 E-3 RWI E-3 f RF4-1 E-4 RR-1 E-3 f RF4-1 E-3 RFh1 E-3 f RF4-1 E-3 RF4-I E-3 RF4-1 E-3 RF4-1 E-3 RF4-1 E-4 RF4-1 E-5 Rf5-1 P-1 T P- T P- T P- T P- T p' P- T P- T P- T P- T P- T P- T P- T P- T P- a W-2 Rf2-2 RF2-2 RF3-2 RFh2 �� C& RF4-2 RFh2 �� QZ RFh2 RFh2 RF4-2 � �� RFh2 RFh2 RF4-2 a� [� RFh2 RFh2 RF5 2 EC_, P-8 a I I I 1r-3 EC-2 P 8 P-8 P-8 P-8 RF1-3 RF2-3 i RF2-3 RF4-3 I RF4-3 RF4-3 i RF4-3 I RF4-3 RF4-3 RF4-3 I RF4-3 RF4-3 I RF4-3 I RF4-3 M-31 �`6 MUM P-2 T,p P- T,P P_ Tro P- T,p P_ Tro P- T,p P_ ro P- T,p P- Tro P- Tro P- T P- ro ro p- T ro P-T Tro RFS-3 RF1-3 RF2-3 RF2-3 RE4-3 �6 �6 OS RF4-3 �6 RF4-3 RF4-3 RN-3 RF4-3 RF4-3 N-3 �6 6 RF4-3 RF4-3 AF5 31 E1-2 P-8 P-8 RF4_5 P-8 p..8 <S I I I I I I I I I I I �S I I I I I CAS �S EC-1 f P-8 f P-8 P-8 RF1-2 RF2-2 RF2-2 kF3 2 RF4-2 RF4-2 M-2 RF4-2 RFh2 RF4-2 Rp4-2 RFh2 RF4-2 RF4-2 RFh2 RF`+ 2 F RF1-4 E-1 RF2-4 E-2 RF2-4 E-2 RF3-4 E-3 RFh4 E-3 RF4-4 E-4 RF4-4 E-3 RF4-4 E-4 RFh4 E-3 N-4 E-3 RF4-4 E-4 RFh4 E-3 RF4-4 E-3 RF4-4 E-4 Rfh4 E-5 0-4 FURlR1 S-I S�iT Y-i llPT S-I 3 LAP Y-1 !/P Y-I 3/P Y-1 Ni—:— Y-1 ! P Y-1 3//' S-1 UPT S-I ! Y-1 3/1' Y-I 3/P Y-f !aT Y-1 3/P Y-I S�iT Y-t !/P Y-I 31 3-1 3/P Y-1 S�PT Y-1 3/P Y-t !/P ROOF FRAMING PLAN `�111C1 THIS HAS BEEN ELECTRONICALLY ` W�1'TOH �Z� ••"• SIGNEDANDSEALED �.,••..••C EN••..�,�% DAVID W Smith •.. �\ S�•.6.��.r D . W .SMITH M . S P E +° USNGVADGTALTH `Ae SIGNATUREAND DATE. �yY; Np, S3606 =y`� PRINTNOTC D COPIES THIS DOCUMENT ARE �. = i A lI= z11.! ^/ i\J ^//`//�, L0L 1 , . , . FLORIDA PROFESSIONALL �E/TN,GINEER LICENSE NUMBER 53608 Projects Consulting Engineer CONSIDERED NOT CDNSIDERED SIGNEDANDSEALED ♦ �� STATE OF 4r AND THE SIGNATURE � � i-- r MUST BE VERIFIED ON .�i�10# .01 .L V V 9909 WALLABY NDRIVE-DADE CITY, FLORIDA 33525 ANY ELECTRONIC 4 '4A#44010 ��.� COPIES. 14.12:30-05'00' PHONE/TEXT 813 4 9 2289 E-MAIL, dwsflpe@earthlink.net ,ill1 ; I It 11 � !�� META MAX Buildings, InC. I hereby certify that I have performed and reviewed this plan and found PROJECT MASSA FAMILY HOLD, DS, LLC ROOF FRAMING it to be in compliance with ASCE 7 —16 and the FLORIDA BUILDING CODE, 7th edition ID BE0121-276A DESIGN: BAS DRAFT: BAS CHECK: DWS PROJECT 5300 SOUTH STEEL BLVD DATE: 1/20/21 SHEET 15 OF 18 David W. Smith,M.S.,P.E. ENG'R LICENCE #53608 ADDRESS FORT PIERCE FL 34946 TRIM TABLE ROOF PLAN OID MARK DETAIL I ar aa>o■st: 1 SSRC TRIM_320 ■ (s� s s ar � ar Q ar ar L ar � ar �g ar ■ u n u u u I I b d IMi JII e __ __ __ lai p ROOF SHEETING PLAN PANELS: 24 Go. SX - Light Stone (SIIP) THIS HAS BEEN ELECTRONICALLY SIGNED AND SEALED `�,0.•1 L �` Q `ii�, •••••• p ' �` �,\ • �� `C�N ••� D AV I D W Smith ••,�j� BV DAVID W SMITH • 0�.� USING A DIGITAL ` _ W*' SIGNATUREAND DATE. Ub • r • Ma.536Q8 PRINTED COPIES OF • • w THIS DOCUMENTARE e tM t _ 2 21 1 6 D . W M.S. P E NorcorvslDEREo SIGNEDANDTHANDSEALED AND THE SIGNATURE • .2 .� : STATE OF , ` .po••.,�� ■••j�4�� .SMITH , , . FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 Projects Consultin Engineer MUST BE VERIFIED ON ��w,,•o w•,• ` 9909 WALLASTON DRIVE CI Y,FLORIDA 33525 ANY ELECTRONIC �r, � • R .�• m� �» 14:14 • — O O O PHONE/TEXT, 813 469 2289 E-MAIL, dwsf coPlEs. �22 �,f /,AI��1ti l e2eorth l Ink, net p I hereby certify that I have performed and reviewed this plan and found METALMAX Buildin s, Inc. it to be in compliance with ASCE 7 —16 and the FLORIDA BUILDING CODE, 7th edition PROJECT WASSA FAMILY HOLDINDS, LLC ROOF SHEETING ID BE0121-276A DESIGN: BAS DRAFT: BAS CHECK: DWS David W. Smith,M.S.,P.E. ENG'R LICENCE #53608 PROJECT 5300 SOUTH STEEL BLVD DATE: 1/20 21 SHEET 16 OF 18 ADDRESS FORT PIERCE FL 34946 FRAME LINE A WF-1 — WF-2 8 A325 3/4" 2" WF-1 — RF4-1 8 A325 5/8" 1 3/4» SPECIAL BOLTS o ID I QUAN TYPE DIA LENGTH WASH 2 1 2 A307 1/2- 1 1 4 2 aW rA Vff. r-I Yf� r-I Yff rA VfF rA Yf� ri YfF rA Yff r-I yf� r-I Yff r-I Yft ri V4- rA Y4- r-I Yfi- rA Vri UPS ri 4" f4Yl f-IYf M y( M Vl rA y( MVf r-IY( f-I Vl M y( ri y( r, Yf f-I yf fi yl SIDEWALL FRAMING: FRAME LINE A a Is a Ia is n w � (i Q Q Q Q Q Q Q joilolo 111111ini OPEN TO MASONRY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PARRUY OPEN TO REMAIN - - - - - - - - - - - - - - - - - - - - - 0 I L 0 0 SIDEWALL SHEETING k TRIM: FRAME LINE A eonsuan-U#sm(W) DAVI D W T IS HAS BEEN ELECTRONICALLYwAA:CT�N'��. BY DAVID W SMITH ••••�.\v G,qF ti�jA'�� S m i t h USINGADIG ITAL SIGNATU REAND DATE. THIS DOCUMENTARE - A = j Np c,e^e y r •� *j 1` : 1JJVVV 2021 01 26 � NOTCO SIDEREOF NOT CONSIDERED SIGNED AND SEALED O � ro S • • 14 STATE OFt AND THE SIGNATURE MUST BE VERIFIED ON '�O•`l,•••<Oq{Oh.• �+�O►�i':��nir,�iµ�alr��, ANYELECTRONIC COMES. 14 • 17 • 24 ►_�oN 0 5' 0 0' AK519 BLE LIEALINE A I hereby certify that I have performed and reviewed this plan and found MARK DETAIL 2 BT-10 TRIM-74 it to be in compliance with ASCE 7 —16 and the FLORIDA BUILDING CODE, 7th edition 3 CT-102 TRIM_323 4 FL-26 TRIM-239 5 BT-101 TRIM-71 6 ET-801 TRIM-316 David W. Smith,M.S.,P.E. ENG'R LICENCE #53608 WF-2 W10542 21'-111/16' DJ-1 10=12 12'-0' DJ-5 IOX3%12 29'-413/16' DJ-6 10=12 29'-413/16' DH-1 I03502 3'-4' DH-2 10=12 13'-11 Ig E-1 E085341L 21'-712 E-2 E0853411. 21'-71/2' E-3 EMUIL 24'-111/2' E-4 Emu L 24'-11 1/2' E-5 E085341L 24-1112' 0-9 10X35Z14 2f-912' G-10 1OX35ZI4 23'-111/2' G-11 IOX35ZI4 23'-1112' G-14 IOX35Z14 27'-312' G-15 IOX35Z14 19'-5' G-16 IOX35Z14 6'-31/2' Gr17 iOX35Z14 13'-111/2 G-18 0204 13'-111Z2' G-19 1OX35ZI4 6'-3 1/2 G-20 1 OX35Z I4 19'-9 1/2' G-21 IOX35Z14 27'-31/2' G-24 IOX35Z12 26'-11/2' G-25 10X35Z14 26'-11/2' G-27 IOX25ZI6 2'-7 1 Y G-28 OX35Z11 26'-11/2' G-29 i OX35Z14 26'-11/2' G-30 10X25ZI6 13'-11 1�2' G-31 IOX25ZI6 6'-3 1/2 G-32 IOX35ZI2 26'-11/2 G-33 IOX35Z14 26'-11/2' G-34 IOX25Z12 27'-31/2' G-35 10=16 24'-111 2' G-36 10X25Z16 27'-312' G-37 IOX25Z14 27'-31/2' G-38 OX35Z12 27'-3 G-39 1OX25ZI6 12' 5'-112' G-40 IOX35Z12 6'-31/2' G-41 0206 6'-3 1/2' G-42 10X25ZI6 4'-3' 013-2 0,75_0 25'-10 3/4' JIV • t r • S I T H , 1 tl JIL • S •,,P• E FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 Projects Consulting Engineer 9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 PHONE/TEXT: 813 469 2289 E-MAIL; dwsflpe@earthlink, net METALMAX Buildin PROJECT MASSA FAMILY HOLDINDS, LLC ID BE0121-276A PROJECT ADDRESS 5300 SOUTH STEEL BLVD FORT PIERCE FL 34946 nc. SIDEWALL FRAMING DESIGN:BAS DRAFT:BAS CHECK:DWS DATE: 1 /20/21 1 SHEET 17 OF 18 FRAME LINE F DJ-2 1OX35C12 29'-413/16' DJ-3 10X35C12 29'-4 13/16' DH-1 10002 3'-4' DH-2 10X35C12 13-11 E-1 E085341L IJ2' 21'-712' E-2 E085341L 21'-71/2' E-3 E085341L 24'-111/2' E-4 E085341L 24'-111/2' E-5 E085341L 24-1112' G-9 IOX35Z14 22'-91/2' G-10 10X35Z14 23'-111/2' G-11 1OX35Z14 23'-11142, G-12 10X25Z16 4'-7 1/2 G-13 10X35Z14 27'-3 1/2 G-14 IOX35Z14 27'-31/2' G-15 IOXSSZ14 19'-5' G-16 10X304 V-31/2' G-17 10X35Z 14 13'-11 1 /2 G-18 10X25Z14 13'-11 1�2' G-19 10X35Z14 6'-3 1/2 G-20 IOX35Z14 19'-9 1/2 G-21 10X35Z14 27'-31/2' G-22 10X35Z14 28'-5' G-23 10X35Z12 26'-11/2' G-24 SQX35Z12 26'-11/2 G-25 5Z14 26'-1 1/2' G-26 10X25Z16 2'-3. / 13/4' CB-2 0.75� 2'-10 1 BT-101 TRIM_74 2 BT-101 TRIM_74 3 CT-102 TRIM 323 4 FL-26 TRIM-239 5 BT-101 TRIM-71 6 ET-801 TRIM_316 7 FI —99 TRIM 919 SPECIAL BOLTS o ID I QUAN TYPE DIA LENGTH WASH 2 1 2 A307 1 2 1 1 4 2 LAPSriYff.iYf fivrr fiYfriYt (iVrr Vt fiYf-iYf fiYlriYr (iVA_ Yf fiYf,..iYf (iYlryYf fiYsfiY( five iY� (iY�iYf f�'Y�f-IYC VA IiYf SIDEWALL FRAYING: FRAME UNE F O 0 SIDEWALL SHEETING & TRIM: FRAME LINE F PANU. u k Sx - ogl %N (SIP) °••��ENs;1ti�.; DAVID W Smith GG # t No. 53608 sy 2 0 21.01 .2 V tti STATE OF -IT .o� � '��,,�� `°R:°N,��" 14:19:30—05'00' hereby certify that I have performed and reviewed this plan and found it to be in compliance with ASCE 7 —16 and the FLORIDA BUILDING CODE, 7th edition PROJECT ID PROJECT David W. Smith,M.S.,P.E. ENG'R LICENCE #53608 ADDRESS D.W.S1 ITH, M.S.,P.E FLORIDA PROFESSI❑NAL ENGINEER LICENSE NUMBER 53608 Projects Consulting) Engineer 9909 WALLAST❑N DRIVE—DADE CITY, FLORIDA 33525 PHONE/TEXT; 813 469 2289 E-MAIL: dwsflpe@earthllnk.net METALMAX Buildings, Inc. MASSA FAMILY HOLDINDS, LLC SIDEWALL FRAMING BE0121-276A DESIGN:BAS DRAFT:BAS CHECK:DWS 5300 SOUTH STEEL BLVD DATE: 1/12/21 SHEET 18 OF 18 FORT PIERCE FL 34946