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HomeMy WebLinkAboutEngineering"Any modifications, whether in -field or prior to construction, must be submitted, reviewed, and approved by the FOR before modifications take place..MK Weber bears no liability for any modifications made outside of this signed and sealed plan set without prior approval. Any requests for modifications, whether prior to construction or in -field, must be submitted to the FOR in writing. The owner and/or contractor understands that any requested modifications to the plan set may take several weeks to process and should plan accordingly. There is no guarantee that requested modifications will be approved. Any modifications requested must be reflected in a revised set of drawings that bear the EOR's signature and seal." STRUCTURAL NOTES GENERAL 1. DESIGN CODE DATA 2018 INTERNATIONAL BUILDING CODE ASCE 7-16: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. AISC 360-05: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS 2020 FLORIDA BUILDING CODE 2. DESIGN LOADS: ROOF DEAD LOADS: 10 PSF ROOF LIVE LOADS: 20 PSF 3. WIND DESIGN CRITERIA WIND LOAD: 160 MPH 3 SECOND GUST NOMINAL DESIGN WIND SPEED: 124 MPH INTERNAL PRESSURE COEFFICIENT: t0.0 (OPEN) RISK CATEGORY 1 BUILDING (THIS STRUCTURE IS DESIGNED AS AN UNINHABITABLE STRUCTURE AND SHALL NOT BE CONVERTED TO A HABITABLE WITHOUT PRIOR APPROVAL FROM ENGINEER OF RECORD) EXPOSURE CATEGORY B BASE VELOCITY PRESSURE: 39.0 PSF 4.THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON OR EXISTING STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. COMPONENTS AND CLADDING ROOFS DESIGN PRESSURE ,(ULT) DESIGN PRESSURE (ASD) TRIBUTARY AREA 10 SF POSITIVE (PSF), NEGATIVE (PSF) POSITIVE (PSF) NEGATIVE (PSF) ZONE 1 max 38.0 35.0 22.8 21.0 ZONE 2 max 68.7 54.1 36.2 32.5. ZONE 3 max 76.0 69.9 45.6 42.0 TRIBUTARY AREA 100 SF POSITIVE (PSF) NEGATIVE (PSF) POSITIVE (PSF) NEGATIVE (PSF) 'ZONE 1 max ,38.0- 35;0 --,22.8 21 0 ZONE 2 max 38.0 35.0 22.8 21.0 ZONE 3 max 38.0 35.0 22.8 21.0, WALLS DESIGN PRESSURE DESIGN PRESSURE TRIBUTARY AREA 10 SF POSITIVE(PSF) NEGATIVE (PSF) POSITIVE (PSF) NEGATIVE (PSF) ZONE 4 39.0 42.9 23.4 25.8 ZONE 5 39.0 54.6 23.4 32.8, TRIBUTARY AREA 100 SF POSITIVE (PSF) NEGATIVE (PSF) POSITIVE (PSF) NEGATIVE (PSF) ZONE'4 32.1' 360 19.3 21:6 ZONE 5 1 32.1 40.9 19.3 24.5 SNOW LOAD (S) O.00psf = Roof Snow Load Opsf = Ground Snow Load Thermal Factor = 1.00 Snow Exposure Factor = 1.00 Snow Importance Factor = 0.80 SEISMIC LOAD (E) WIND ZONES Equivalent Lateral Farce Procedure 0.049 = 0.2s Short Period Spectral Response Acceleration S(s) 0.027 = 1.0s Spectral Response Acceleration S(1) Site Classification =D O ® O Seismic Importance Factor =1.00 WALL *3'-0" EDGE DISTANCE 3r' i &� QI : 2r 2r I to a i I 3Qi ©& PLAN Gable and Flat Roofs 7" < 0 < 45" 5. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING AND FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. THE STRUCTURAL ENGINEER ASSUMES NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND ALL JOB SITE SAFETY. 7. VERIFY ALL DIMENSIONS PRIOR TO THE START OF CONSTRUCTION - DO NOT SCALE DRAWINGS. 8.CONCRETE FOOTING AND FOUNDATION WALL 3,000 PSI @ 28 DAYS SLAB ON GRADE 3,000 PSI @ 28 DAYS ALL OTHER CIP CONCRETE 3,000 PSI @ 28 DAYS CONCRETE REINFORCING STEEL 60 KSI, ASTM A615 9. FOUNDATION 1. ALLOWABLE SOIL BEARING CAPACITY = 2,000 PSF FOR FOOTINGS (PRESUMPTIVE) 2. GRADE AREAS IN ACCORDANCE WITH ELEVATIONS AND GRADES SHOWN ON THE SITE.DRAWINGS AND AS REQUIRED FOR DRAINAGE. 3. ALL SLAB ON GRADE AREAS SHALL BE PROOF ROLLED. ALL SOFT SPOTS SHALL BE REMOVED AND REPLACED WITH COMPACTABLE FILL. 4. SLAB ON GRADE TO BE CONSTRUCTED ON A MINIMUM OF 6" OF COMPACTED GRANULAR FILL. 5. ALL FILL MATERIAL USED IN GRADING OPERATIONS SHALL CONSIST OF EARTH, WHICH IS FREE OF DEBRIS, BOULDERS OR ORGANIC MATERIAL. FILL SHALL BE PLACED IN MAXIMUM OF 12" LIFTS AND COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. 6. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR COMPACTED FILL HAVING A MINIMUM ALLOWABLE BEARING CAPACITY AS INDICATED ABOVE. 7. THE ENGINEER SHALL BE NOTIFIED IF ACTUAL FIELD CONDITIONS DO NOT MEET BEARING REQUIREMENTS OR, IF QUESTIONABLE SOIL CONDITIONS ARE DISCOVERED INCLUDING BUT NOT LIMITED TO PEAT AND OTHER HIGH ORGANIC SOILS. 8. ANY FOUNDATION UNDER THE BASE FLOOD ELEVATION SHALL COMPLY W/ R322.2.2 OF THE FLORIDA BUILDING CODE & WILL PROVIDE FLOOD VENTS TO MEET THESE REQUIREMENTS. 10. STEEL ANGLES, PLATES, AND CHANNELS BOLTS @-RIDGE (PEAK): BOLTS @ TRUSS TO POST CONN. WELDING ELECTRODES 11. WOOD 2x8 AND SMALLER MINIMUM DESIGN VALUES Fb Ft Fv Fc-L F::li F Emin 6x6 OR 8x8 WD POST MINIMUM DESIGN VALUES Fb E 36 KSI, ASTM A36 (3) GRADE A8, 5/8" 0 W/ (6) FLAT & (3) LOCK WASHERS (3) 1/2"0 x 4" LAG BOLTS & 2"x2"x1/8" FLAT & LOCK WASHERS ON 6x6 OR (4) 1/2" O x 4" LAG BOLTS & 2"x2"x1/8" FLAT & LOCK WASHERS ON 8x8 E70XX FILE COPY SYP NO.2 OR BETTER 1,500 PSI REVIEWED FOR 5 PSI CODE CO 17MPLIANCE 175 PSI 600 PSI ST. LUCIE COUNTYRO 1,600,000 PSI G Z 580,000 PSI z�oz-000� TREATED SOUTHERN YELLOW PINE (SYP) 1,350 PSI 1,500,000 PSI 12. ROOF & WALL SHEATHING ROOF METAL PANELS SHALL BE 26 GA. x T-o" WIDE w/ 5 RIBS (RECOMMENDED) SCREW PATTERNS Intermediate Eaves and Endlaps Y O�wF- o�zrz a.zWX - < aCn¢aco mzzOz O5;azv)a W 00n�W. 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IIIIIIIIII- } F (2) #5 x, -0BAR I I I(TYP.ITHRU I I) .III II_ _ ,IIIIII� ENSURE FREE DRAINING SOIL UNDER PILE (TYP. @ EA.) a I I I I 2 ly S,o, 8x8 TRT'D POSTS (TYP.) o C.I.P. CONC. FTG. (TYP.) (SEE TABLE) I I N I I 1- 30!-0" 1 S703 FOUNDATION PLAN .8x8 Columns Column Column' Column's ' Req. Hole Hole .Width Spacing in Concrete Diameter Depth .Feet (Ibs) jin) (in) 30.0 12.0 1257.0 24.0 36.0 3 POST FOUNDATION TABLE N.T.S. NOTE: ALL BAG MIX QUICK-RETE OR EQUAL MUST BE PRE -MIXED W/ WATER PER MANUFACTURES RECOMMENDATIONS PRIOR TO PLACING IN THE HOLE rL rL k FILE COlf, REVIEWED FOR CODE COMPLIANCE ST. LUCIE COON i .Y 80C l z Z 2yP7,- Car�9 W LUF WEBER ¢F_Z2¢ structural engineering ZO�Om 0 ¢ z w 3200 W. 23RD STREET z w ¢ ¢ ww PANAMA CITY, FL 32405 w z w o MKWEBER.COM Z Uj ¢- c=i Z F FL CERTIFICATE OF z W J W o AUTHORIZATION # 33120 W IN Wow�� W F- � 2 i LL 0 U z W = a ¢ w Wa. U` U Z w w z a-zILM W W O O W w 10 = Z 'WI wwt-¢F ZYOLL OZ o � o z a EOR: MICHAEL K. WEBER P.E. ¢ 0 3 w STRUCTURAL ENGINEER 2 o o_ °- w Uj FLORIDA P.E. # 75798 0 U > w F" F- EMBOSSED/WET STAMP DIGITAL Z D AND w F- Z Z ELE ROENICALLY PRINTED COPIES OF THIS ¢ W F- („) - TRANSMITTED COPIES OF DOCUMENT ARE NOT ¢ (n THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND Z U Z = CONSKERED SIGNED AND SEALED AND THE SIGNATURE �-' Z - N SEALED. 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LUCIE COUNTY BOCC p � z�y3 C Lz ® O ?'Lv L `1 O�WH d oz Z W � v ¢¢a¢ Cf)��z m Z Z lo F�aVja- ��awwW mW wJ WEBER 0 0Z -w structural engineering ZOPOW � ¢ 3200 W. 23RD STREET z w Z w ¢ Co - 0 PANAMA CITY, FL 32405 W z (D MKWEBER.COM =i Z W c� FL CERTIFICATE OF z w `� 0 AUTHORIZATION # 33120 W N j _ wER=)<~ WOWTo� WI=>-=� QI-Q YZI...> �=)Co 0( �Zg0OOf wWjoa.Uco aziritz z (L H d W (.) W >- W W F- ¢ H 2f LL Z Z 0 LL O Z g EOR: MICHAEL K. WEBER P.E. ¢ O g w STRUCTURAL ENGINEER 2 z o a w Uj FLORIDA P.E. # 75798 Z� Z W I'-Q EMBOSSED! WET STAMP DIGITAL Z Z ESCANNFNCALLY PRINTED COPIES OF THIS Lu H Ur V TRANSMITTED COPIES OF DOCUMENT ARE NOT I_ ¢ (n THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND a Z SEALED EE AND THE SIGNATURE Z U N SEALED. SCONSIDEIGNATURE S NO MUST BE VERIFIED ON THE 0 W u' � O W CONSIDERED VAUD WITHOUT ELECTRONIC COPIES C7 H p a W THE PRESENCE OF BLUE INK Z p�0 w 'Ww LU CCWUO jj �U F- U�LOLLI � W� w H W O E =zF-=-LL m Q ZF-� W}�m aQ N s O z z - 00 ¢ o w 0OwQPz CV > 5 OUP>F-F-W r. L U fA00UZZw X MF- LL LU a.>_I-m¢a J M 2 0< T M LL N Z Z o o zO E `a(w7(7W�¢ (M 2 N � �a �=3z°o o a. g L a CL 04 0 viw�o¢Z � N � W zoWw�W O Lo LL i g 0" W s C JOB NUMBER: 21005-31 (w = W � DRAWN BY: DAW W!!: H z Z ?j CHECKED BY: MKW w O 0] a �: Z PLOT DATE: 12/3/2021 H W OLL j = SHEET TITLE m 0� Q ELEVATIONS Lu ? U ❑Cf)cn - -ILL Oar 0 CO O DRAWING NUMBER yWOwz¢ amza¢> TRUSS TRUSS WEB MEMBER& TRUSSTO POST TRUSS PEAK . VERTICAL TOP CHORD BOTTOMCHORD SPAN (FT) DEPTH HORIZ.TIE CONNECTION CONNECTION MEMBER 30 16 L1.5x1.5x3/16 I L1.5x1.5x3/16 Ll-1/2xl-1/2xl/8 (3)1/2"x4" LAGS (3) 5/8" BOLTS L2x2x3/16 r 6 GA. METAL ROOF CLIPSw/ (2) #9x-1/2"SCREWS @ END OF EA. URLINS / 3 TRUSS CONN. DETAIL 3" = 1•-0" ,An s" SECTION 2x8 PURLINS 3 S103 .--- — 3" RIDGE CAP Kall-7:7aTyll(c 1/2" 0 BOLT (TYP.) TRUSS CONN. DETAIL 5/8" BOLTS (TYP.) (2) #9 x1-1/2" ROOFING SCREWS @ EA PURLIN END (THUS 4 PER CLIP) REVIEWED FOR CODE COMPLIANCE BTa LUCIE COUNTY BOCC � lzz VCR `1 0 0 D3: z dzwxx i cojcoQaQ mz_zo 03azg cna I-�Wiu—W ofW=W-i WEBER <2:2oMw structural engineering z0poco o ¢ 3200 W. 23RD STREET u- z Ill z_ w a Q � 0 PANAMA CITY, FL 32405 W z o MKWEBER.COM Z o Z W IQ- FL CERTIFICATE OF (9o—cnZ) Z w J w 0 AUTHORIZATION # 33120 WN �2 0_ofCDQf- 1 wOwco o W Z �Mg0W - wWCDacco a Z z LLJw00~ul Ill wm=Z2 � w F- P ZYOOz Z o LL o z g EOR: MICHAEL K. WEBER P.E. Q o g w STRUCTURAL ENGINEER of o o_ ° w FLORIDA P.E. # 75798 W OcQ > w I-'• C7 Q EMBOSSED/ WET STAMP DIGITAL J F" Z Z Q I-" ELECTRONICALLYSCANNEDPRINTED TRANSMITTED COPIES OF THIS DOCUMENT ARE NOT w � () I- Q Cl) d Z 7 COPIES OF ,THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE (� Z LL N CONSIDERED SIGNED AND SEALED. SIGNATURE IS NOT MUST BE VERIFIED ON THE ❑ W - ,J O W 0I--� � a CONSIDERED VALID WITHOUT THE PRESENCE OF BLUE INK ELECTRONIC COPIES LW Zw:3wz U�? dWU LU JHw0OJ UoZm = Z O Z o - W ZFZJTA�� 4O W�III t=wo Wwmw 0 m =Z�=� wa}z�a N Z2m as awoWIII Q O a cv z 2 z0W<F-z CV > a 02>F--W O TnUzzw r" r" x Q �"� v o ELLL�m¢It J �Qzw.Qm O c� LL i Z_ OOQQQpF U Q _0EDa: � O 0 0 ch gip" N uJ=�D �o — O O �- O ¢ I- LL 0 0 1✓ CL �i�o0QZ Z 0 W -J N O Lo LL It L Ill g p w 7 a r tll JOB NUMBER: 21005�1 DRAWN BY: DAW d = W J co W 0 F- Z Z CHECKED BY: MKW W O m IX� Z HW O J PLOT DATE: 12/1712021 S— F-- Q 0mwco SECTION&TRUSS w - J W Z Lu � Q m J Q JLL DETAILS QO(j) J z W O DRAWING NUMBER W W Z Q LwowzcnfzaQ> S103