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Home My WebLink AboutAPPROVED PEMB BLDG B SHP DRWNEW FABRICATON FACILITY FOR: /VA MASSA FAMILY HOLDINGS 222 SW 21 TERRACE METALMAX FORT LUADERDALE, FLORIDA 33312 Buildinrys n SITE ADDRESS ° P.O. BOX 465 RUSKIVFL. 33570 ° Office: 813-260-3583 D & D WELDING Cellular: 813-409-0148 Fax: 813-641-7839 "B" http://www.Bryan@metalmaxbuildings.com BUILDING 5300 STEEL BLED. ENGINEER'S NOTES: 1) BASIC WINDSPEED=170 MPH ult/125MPHasd, 3 sec, gust. FORT PEIRCE, FLORIDA 34946 2) RISK CATEGORY: II 3) THE EXPOSURE CATAG❑RY= B 4) ENCLOSURE CLASSIFICATI❑N: CLOSED 5) ALL STRUCTURAL STEED ASTM-A36 APPROVAL OF METALMAX BLDNGS„ INC, DRAWINGS INDICATE THAT METALMAX BLDNGS„ INC. CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATI❑NS, 6) THE DESIGN WIND PRESSURE FOR C&C WHERE DISCREPANCIES EXIST BETWEEN THE METALMAX BLDNGS, INC. PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN, <SECT, 4.2.1 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. WIND PRESSURE:R❑❑F ZONE 1(100SF):+10/-38 PSF WALL ZONE 4(20)SF:+29/-32 PSF BUILDING LOADS / DESCRIPTI❑N MAIN BUILDING "A', ROOF ZONE 2e(64SF):+14/-34 PSF WALL ZONE 5(20)SF:+29/-38 PSF ROOF ZONE 2n(64SF):+14/-56 PSF WIDTH: 19'-4' LENGTHi 150' HEIGHT; 10'-8' / 15'-6' TRIM COLORS: ROOF ZONE 2r(64SF):+14/-56 PSF (BUILDING DIMENSI❑NS ARE N❑MINAL, REFER TO PLANS), ROOF ZONE 3e(64SF):+14/-56 PSF CABLE, GALLERY BLUE ROOF ZONE 3r(64SF):+14/-65 PSF THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED C❑RNERi 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 7) C❑NSTRUCTI❑N TYPE; TYPE IIB WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT, FRAMED ❑PENINGS: GALLERY BLUE 8) OCCUPANCY CLASSIFICATION: GROUP: F-1 ROOF DEAD LOAD: 2 PSF (ROOF PANELS & PURLINS) Description: Type: Tightening Torque DRAWING INDEX: COLLATERAL LOAD: 4.5 PSF S 1 S TRUCTURAL COVER SHEET AND BUILDING LOADS 2" X I' BOIL A325 100 foot pounds ROOF LIVE LOAD: 20 PSF S 2 WALL LAYOUT 8 Bolt A325 100 foot pounds ROOF SNOW LOAD; 0 PSF S 3 STRUCTURAL DETAILS 3" x 1 " Bolt A325 140 foot pounds BASIC WIND SPEED; 170 MPHuIt/125osd, 3 sec. gust S 4 RIGID FRAME ELEVATION � x 1„ Bolt A307 45 foot pounds SEISMIC ZONE, A S 5 INTERIOR CMU WALLS g" X 1" Bolt FN NECK 105 foot pounds RISK CATEGORY II S 6 ENDWALL CMU FRAMING 4' x 2" Bolt A325 140 foot pounds SNOW LOAD 0 S 7 ROOF FRAMING 2/ x 2 Bolt A325 250 foot pounds SEISMIC LOAD 0.07 S 8 — SIDEWALL CMU FRAMING FRAME LINE A2 4' x 1 1/4" Bolt A307 45 foot pounds ROOF PANELS S 9 SIDEWALL CMU FRAMING FRAME LINE Al 3/4" X 18" J BOLT ASTMA 307 105 foot pqun4s. I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 & D W M S P E 24 GAGE SUPER SPAN 'X' PANELS WHIRLWIND FL# 17700.6 R3 ,1111f� FASTEN PER MFGRS SPECIFICATIONS ��*ELTpti COLOR: LIGHT STONE � Jo•��\CEN •.+� sF m ; DAVI D W S m it THE FLORIDA BUILDING CODE 7TH EDITION . .SMITH , . . , . I FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608, WALLS CMU EXTERI❑R AND INTERI❑R :__ -°= Np53S08 Projects Consulting Engineer t t_ 202 COLOR: LIGHT STONE TO MATCH BLDG A .O .27 pis STATEOF� 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 a...R ��;°,nN�►4i�° 06.29:47 —05 0 PHONE/TEXT. 813 E-MAID dwsflpe@earthlink, net ems` ' Itll441 DAVID W, SMITH PE.#53608 SHT# 1 OF 9 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 (ft) = 19.3 Length = 150.0 Eave Height (H) = 10.7/ 15.5 Roof Slope rise/12) = 3.0 Dead Load psf ) = 2.0 Collateral Load sf = 1.0 Roof Live Load f = 20.0 Frame live Load pssf = 19.1 Wind Speed (mph) = 170.0 Wind Code = FBC 17 (IBC 15) Exposure = B Closed/Open = C Importance Wind = 1.00 Importance Seismic = 1.00 Seismic Zone = A Seismic Coeff (Fa*Ss) = 0.07 5. Loading conditions are: 1 Dead+Collateral+Uve 2 0.6Dead+0.6Wnd_Long2R 3 0.59Dead+0.7Seismic_Left ANCHOR BOLT SUMMARY Dio Qty Locate (in) BUILDING BRACING REACTIONS f Reaciions(k) Panel —Shear —Wall — Col —Wind — —Seismic — (lb/ft) Loc Line Line Horz Vert Horz Vert Wind Sets L—EW 7.1 Bracing Not Used F_SW A.1 R—EW 13.1 Bracing Not Used B—SW A.2 0 0 t0 1 0 0 8 1 150,-0" OUT —TO —OUT OF "CMU" WALL EXTRIOR "CMU" WALL �At/ Al I_(MN LINE RIGID FRAME: uualrui NEAM14S, AKHDR BOLTS, a BASE Pubs CokmnJGacHora(k ) Frm Col Load 11FM V Load Hmin V 110h) B-_P1*1n)j Grod Line Ilse k1 H Ymat kT H Vmfn Oly Dia width Lano Thick (In) RIGID FRAME: Mz COLUMN BEA ims (k ) M t a 3 .. > M '' O C> a tr s 0 0 rr 0 tr 0 s 0 C> 'a o 0 o z Z Z 2 Z 2 Z 2 W ly W N W MATCH INTERIOR SIDE OF CMU WALL TO OUT SIDE OF MAIN BUILDING STEEL LINE A FRAMING SUPPORT FLOOR PLAN NOTE: All Base Plates 0 100'-0" (U.N.) DAVID W Smith No A, •;_= _ 2021.01.27 �• STATE OF j AI. y, �,>o,•�' 06:30.32-�5'0�' hereby certify that I have performed anu "-lis pan and oun 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 Low Eave A.2 A.1 ( High Eave D . 1'V . S MITH , M . S . , P . E FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 Projects Consulting Engineer 9909 WALLAST❑N DRIVE—DADE CITY, FL❑RIDA 33525 PHONE/TEXT; 813 469 2289 E-MAIL: dwsflpe@earthIink,net METALMAX BUILDINGS, Inc PROJECT MASSA FAMILY HOLDINGS ANCHOR BOLT PLAN ID BE0121-276B DESIGN: BAS DRAFT: BAS CHECK: DWS PROJECT 5300 STEEL BLVD. DATE: 1/20/21 SHEET 2 OF 9 ADDRESS FORT PEIRCE, FLORIDA 34946 BOLTS, 0.5' x 1,0' (TYP) RF1-100 RIGID FRAME RAFTER ROOF PURLIN Cj 2 ROOF PURLIN TO INTERI❑R FRAME RAFTER 12' 1 12, 12' 12, 12, 12' 2' 8' 2' 2' 8' 2' 2' 8' ' 210' 2' 10, 2' 10, PANEL FASTENER LOCATIONS DETAIL 'A'—/ PANEL FASTENER LOCATIONS DETAIL 'A'--/ (EAVE MEMBER, PEAK MEMBER AND PANEL END LAPS) (ALL MEMBERS EXCEPT AS NOTED) MEMBER �+ SCREWS ROOF PANEL CONTINUOUS TAPE SEAL / ROOF J PURLIN PANEL SECTION THRU PANEL END LAPS STITCH SCREW AT 20' O.C. TAPE SEAL (FOR ROOF ONLY) 3/8 X 3/32 THICK ,• �'-�(STD.) L EXTENDED LEG DETAIL 'A' NOTEI SCREW PATTERNS SHOWN SATISFY U.L. 90 REQUIRE MENTS FOR ROOF "Super Span—X" or "PBR" PANEL AT ROOF FASTENER LOCATION SCREW-4 CACTC C'D /— FASTENER TRIM —\ 3/16'X2' TAPC❑N MASONRY FASTENER NOT TO EXCEED 24' - SPACING TYPICAL RAKE TRIM TO CMU WALL i DAVID W THIS HAS BEEN 1 `�``* EyrON�'�'� ELECTRONICALLY SEALED BY BY DAVID IGITAL USINGADIGITAL �` Q •••••.IGNED • ' ` ` 00c,EN a �.• SF •�/� o; Smith '7II1�u','�. T D• W 1 1 JL S M I T H M• S P• E DATE. PRISIGNATUREATED COPIES THIS PRINTED COPIES Of Na gOs ;S y == R Imo■ I/�/7 0 2• 0• i JJJLLL JJJLLL JJJ�� , O, FLORIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608 NOT CONSIDERED SIGNEDDCICU AND SEALED SIGNEDANDSEALED _ . STATE OF ?. L L Projects Consulting .Engineer AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC �i°'•.,��OgVo►'.�v .�` ,�� '��N�►4 ��M� G OV.33.00 9909 WALLAST❑N DRIVE—DADE CITY, FL❑RIDA 33525 COPIES. PHONE/TEXT; 813 469 2289 E-MAIL:dwsfl e@earthl nk,net 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 M ETALMAX PROJECT MASSA FAMILY HOLDINGS ID BEO121-276B PROJECT 5300 SOUTH STEEL BLVD ADDRESS FORT PIERCE FL 34946 Buildin s, Inc. STRUCTURAL DETAILS DESIGN:BAS I DRAFT:BAS I CHECK:DWS DATE: 1 /12/21 1 SHEET 3 OF 9 1.5'X16 GAGE SUB GIRT ATTACHED TO TOP OF CMU WALL WITH 1/4' X 1.5' MASONRY DRIVE PINS NOT EXCEEDING 12' SPACING 26 GAGE MASONRY SAVE TRIM EAVE GUTTER BY OTHERS EXTERIOR CMU WALL ,Z13" 12 LOWER ROOF DECKING 24 GALE SUPER SPAN X ROOF SUPPORT PURLIN TWO (2) 3/8'X6'X3 XC CANCHM pOpNN�EpC{TIONON COIN (2�CN4CI1PT01 IR O WALL TWO (2) 5/8'X6' MASONRY D-1 CUP EACH SIDE RAFTER CLIPS TYPICAL RAFTER TO CMU WALL CONNECTION DETAIL AT THE LOW EAVE RIGID FRAME ELEVATION: FRAME LINE 12.1 THISHAS BEEN E„T�Nnn��j ELECTRONICALLY SIGNEDANDSEALED �1• •••��T J�• DAVI D W Smith BY DG DIGITAL UGNATURE ` �,�CENSF, .�� do 4` AND SIGNATURE DATE. PRINTED COPIES OE THISDOCU MENTARE .r • = : Np l�le^S ••Z • �. 1` 2 021 01 2 7 SIGNED ANID SEALED THE SIGNATURE �41; o STATE OFAND MUST BE VERIFIED ON'•.�<Og10►'1••, CANY OPIESECTRONIC -�;;�� _.;.�,;,�-��. 0 6: 3 3: 3 3- 0 5 0 0 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 14 GAGE BASE ANGLE ATTACHED TO TOP OF CMU WALL WWII 1/4' X 1.5' MASONRY DRIVE MRS NOT EXCEEDING 24' SPACING BLDNG A EXTERIOR SIDING 24 CAGE SUPER SPAN X 24 GAUGE ROOF TO HIGH SIDE PARAPET FLASHING 24 GAGE SUPER SPAN X LOWER ROOF DECKING \ D-I CUP EACH SIDE RkFTER TWO (2) 5/8'XV MASONRY TAN WO 2 3 44�1 CLIP TO CMU WALL TWO 2 3 4 A325 THRU BOLT COIN CUP TO RFI-100 RAFTER TWO (2) 3/8'R6'X3 X8' CONNECTION CUPS TYPICAL CMU WALL SUPPORT/DESIGN BY OTHERS RAFTER TO CMU WALL CONNECTION DETAIL AT THE HIGH EAVE David W. Smith,M.S.,P.E. ENG'R LICENCE #53608 IV-4' OW-TO-M OF SEED. 9 N C C INTERIOR MASONRY WALLS WALL LINES 7.2 THRU 12.1 FAR SIDE ELEVATION INTERIOR MASONRY WALLS WALL LINES 7.2 THRU 12.1 NEAR SIDE ELEVATION EMM THIS HAS BEEN ELECTRONICALLY SIGNEDAND SEALED %```,*ELTO �` O ••••••• ' • ^C ••••.s �� • •�r\v ENSF DAV I D W S m i t I� BY DAVID W SMITH , USING A DIGITAL SIGNATURE AND DATE. .'/A Oe = � N0. 80g PRINTED COPIES OF THIS D.C. NI ARE = #', w t * O NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE b • T / �� STATE OF fit: 0 •••A� •0 ANY ELETRONIEDON ANY ELECTRONIC COPIES. �a.••�•O�.O• •� ��,`` Ps•1 ICI. iiL&� L uN -�* OG•�/I.OQ _OC o0 V `t v ✓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 1.5"X10"X16 GA. SUBGIRT AT EACH 10" "ZEE" PURUN FOUR (4) 3/16N X02A5 OTAPCON SEE RF1-100 DWG FOR SPACING 4" SPACING (2 PER SIDE) SEE ROOF PLAN FOR SIZE TYPICAL TYPICAL 1%4"X3"X3"X10" ANGLE CUP TWO 1 1/2" A307 BOLT TO PURUN TWO 2 1/2" MASONRY ANCHORS TO CMU WALL TYPICAL FAR SIDE/NEAR SIDE TYPCIAL SECTION ROOF FRAMING CONNECTION TO INTERIOR MASONRY WALL David W. Smith,M.S.,P.E. ENG'R LICENCE #53608 TRIM TABLE FRAME LINE 1 OID I MARK DETAIL 1 FL-16 TRIM_229 19'-IV OUT -TO -OUT OF SM 9 2 FL16A I I 10" "ZEE' PURUN SEE RF1-100 DWG FOR SPACING 12 2 0 SEE ROOF PLAN FOR SIZE 1.5"XB"X16 GA. SUBGIRT O TYPICAL AT EACHPURUN LOCATION R� 4 4-U PA ) CING/(2 PER SIDE) APCON TYPICAL 1/4"X3"X3"X10" ANGLE CUP TWO 1 1/2" A307 BOLT TO PURUN TWO �2) 1/2" MASONRY ANCHORS TO CMU WALL MTYPICAL ENDWALL FRAMING: FRAME LINE 7.1 SELF SUPPORTING "CMU" WALL 9 19'-,V OUT-TO-W OF Mn Q Q TYPCIAL SECTION ROOF FRAMING CONNECTION 6.3539 3�12 32 TO EXTERIOR MASONRY WALL I I I , I I -- --- -- --- -- --- -- --- -- -J -- --- -- --- -- --- -- --- -- -J SELF SUPPORTING "CMU" WALL ENDWALL FRAMING: FRAME LINE 13.1 `�11111 D•V � • S M I T 9 M• S.' P• E U//�I THIS HAS BEEN `� WELTp ELECTRONICALLY �� C ..•• N � FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 SIGNED AND SEALED ,`,`..•• GEN ••••�1►�-, DAVID W Smith Projects Consulting Engineer BY NG D I ITAL ` �.• fir\ SF +•�f SIGNGAIGITD `Q SIGNATUREANOOATE. = • Na.53606 �y PRINTEDCOPIESOF 9909 WALLAST❑N DR I VE-DADE C I TY, FL❑R I DA 33525 #• S 2 0 21•01• 2 7 NOT CONSIDERED THIC DOCUMENTARE ro f.. , # 7 t PHONE/TEXT; 813 469 2289 E-MAIL; dwsf 1pe@earthl Ink, net •♦ SIGNED AND SEALED I �S 3TATEOFAID THE SIGNATURE 1t` MUST BE VE IFIED OGNATU'EN �, p�••�� •• ` ECTRONIC CANY EL OPIES# +R:°,�Na��.- 06:35:09-05'00' I#1l1+� �� hereby certify that I have perfornlcu uHu I tVlcw(--u phis 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 HOLDINGS ENDWALL FRAMING ID BE0121-276B DESIGN: BAS DRAFT: BAS CHECK: DWS David W. Smith , M . S . , P . E . E N G' R LICENCE # 5 3 6 0 8 PROJECT 5300 STEEL BLVD. DATE: 1 /20/21 SHEET 6 OF 9 ADDRESS FORT PEIRCE, FLORIDA 34946 a 3 I o 0 0 150'-0" OUT -TO -OUT OF STEEL 16'-8" 7.2 10'-8" 8.1 23'-0" 9.1 12'-8" 9.2 12'-8" 10.1 12'-8" 10.2 12'-8" 11.1 24'-6" 12.1 24'-6" ROOF FRAMING PLAN 150'-0' OUT -TO -OUT OF STEEL ROOF SHEETING PLAN PANELS; 24 Co. SX - Light Stone (SMP) THIS HAS BEEN ELECTRONICALLY SIGNED AND SEALED �` Q �. •••.� • D AV I D W Smith BV DAVID W SMITH USINGADIGITAL SIGNATUREAND DATE. `�e�•�� CW F'•�'��i � �. ES = NO., SOF RRINTE DOCUMENT THISDDCUM",.F VMV i y = 1� = .. _♦ R 2 0 21 01 2 7 DERED SIGNED ANNOTCONSD SEALED THE SIGNATUREOm J I S STATE OF �'ND tic(4) " MUST BE VERIFIED ON ANY ELECTRONIC tO� • `, -� �,��•••.R..••�m 9 dal/ 06:35:59-05'00' COPIES, 4NAL�NJ66 0 0 a 0 P-400 10X35Z14 9'-111/2" P-500 10002 22'-3 1/2" P-600 1 OX35Z14 11'-11 1 2" P-700 10X35Z12 23'-912" P-800 10X35Z12 24'-1 1/2" P-100 iOX35Z14 16'-2 15/16" P-200 1OX35Z14 24'-015/16" 0 CL-100 CUP„TO MASONRY INSID SID CMU WALL TWO 2) 1 2"X 5" MASONRY LAGS TO "CMU" WALL 0 CL-100 CUP TO MASONRY WOTH�2�IDI $2"XM5" MASONRY LAGS TO "CMU" WALL 3❑ D-1"C41P EACH SIDE RAFTED " 5 8 6 MASONRY LAG TO CMU WALL 02) PER CUP TYPICAL D. 11" . SMITHy 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 hereby 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 HOLDINGS ROOF FRAMING ID BE0121-276B DESIGN:BAS DRAFT:BAS CHECK:DWS David W. Smith , M . S . , P . E . E N G' R LICENCE 5 3 6 0 8 PROJECT 5300 STEEL BLVD.DATE: 1 /20/21 SHEET 7 OF 9 ADDRESS FORT PEIRCE, FLORIDAO 34946 24'-6" 24' 150'-0" OUT -TO -OUT OF STEEL SIDEWALL FRAMING: FRAME LINE A.2 MEMBER TABLE FRAME LINE A MARK PART LENGTH HT-100 1.5 X 16 1 20 -0 1 s 1 7 2 TRIM TABLE 9 FRAME LINE A 12'-8" 23'-0" 10'-8" 16'-8" OID MARK I DETAIL 1 I MASONRY EAVE TRIM 13.1 12.1 11.1 10.2 10.1 9.2 9.1 8.1 7.2 7.1 0 EXTERIOR CMU WALL: FRAME LINE A.2 THISHAS BEEN ELECTRONICALLY ,��rtittrrr�i N '' •�.��(r�� DAV I D W Smith SIGNEDAND SEALED BYDAVID W SMITH �`.•��C EN SF U SING A DIGITAL SIGNATURE AND DATE. j No.•• r PRINTED COPIES OF THIS OOCU MENT ARE _i ' syssos •� 2 0 21 01 2 7 NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE • % ��• STATE OF i O 4 A • • MUST BE VERIFIED ON �• •��Og10►'•�..� , �, ��•1•••� 16 �� '1,,,� • • 06.36.56 -05 00 CANY OPIESECTRONIC �;�� 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 WALLASTDN DRIVE—DADE CITY,FLORIDA 33525 PHONE/TEXT: 813 469 2289 E-MAIL: dwsflpe@earthlink,net METALMAX BUILDING PROJECT MASSA FAMILY HOLDINGS ID BE0121-2768 PROJECT 5300 STEEL BLVD. ADDRESS FORT PEIRCE, FLORIDA 34946 Inc SIDEWALL FRAMING DESIGN:BAS DRAFT:BAS CHECK:DWS DATE: 1 /20/21 1 SHEET 8 OF 9 TRIM TABLE FRAME LINE B OID MARK DETAIL 1 ROOF TO WALL TRIM 316 150'-0" OUT -TO -OUT OF STEEL 7.2 16-8" 10 " 8,1 -- 23'-0" --- 9.1 12'-8" 9,2 12'-8" 10.1 12'-8" 10.2 12'-8" 11.1 24'-6" 12.1 24'-6" -8 _ _ SIDEWALL ELEVATION: FRAME LINE A.1 7.1 7.2 8.1 9.1 9.2 10.1 10.2 11.1 12.1 13.1 EXTERIOR CMU WALL: FRAME LINE A.1 THIS HAS BEEN ��Eljtp � EINEDNDSEA ,. a ....."'p - DAVID W Smith SIGNEDANDSEALED �.•` ••.•.V i� BY DAVID W SMITH � t,'.•• �, CEN`SF ?� 1i USING A DIG ITAL r 4 % A 00 SIG NATU RE AN D DATE. •► j No. 536O6 PRINTED A _ yy - 2 0 21• 01• 2 7 THIS DDCUV'NUMENTRE Rlf= NSIDER SIG CD : STATE OF y: ` SIGNEDANDSEALED AND THE SIGNATURE � • � � MUSTBE VERIFIED ON '�0�,•. <Og10h.•' .� COPIESANY ECTRONI[ *,4� • • ' ,�••p��+�� 06.37.55-05'00' 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 D FLORIDA SOF1ESSIONA ENG NEER LIl ENSE SNUMBER., PE 08 Projects Consulting Engineer 9909 WALLASTON DRIVE —DADS CITY,FLORIDA 33525 PHONE/TEXT: 813 469 2289 E-MAILI dwsflpe@earth1!nk,net METALMAX BUILDING PROJECT MASSA FAMILY HOLDINGS ID BEO121-2768 PROJECT 5300 STEEL BLVD. ADDRESS FORT PEIRCE, FLORIDA 34946 Inc SIDEWALL FRAMING DESIGN:BAS DRAFT:BAS CHECK:DWS DATE: 1/20/21 1 SHEET 9 OF 9