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133 Beach Ave RES18-0376 Window/Door Rev r~; : ,„ Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN ; City of Atlantic Beach Building Department GRAY IS REQUIRED. lir 800 Seminole Rd, Atlantic Beach, FL 32233 n//x -on Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: C�� 0176 ❑ Revision to Issued Permit OR ❑ Corrections to Comments Date: C1(1(9 i‘ Project Address: --.1)3 `l('c C In f�.� �-- Contractor/Contact Name: l 4 }-e r ) Contact Phone: CV.)u1 ' � 57:Air1 £ Email: .(.\ p) -eiLk Ca-AA^ Description Proposed of Pro osed Revision/Corrections: RECEIVEE SEP 1 6 2019 Building Department City of Atlantic Beach, F affirm the revision/correction to comments is inclusive of the proposed changes. (printed name . • proposed revision/corrections add additional square footage to original submittal? No C Yes (additional s.f. to be added: • Will propose evision/corrections add additional incre e in building value to original submittal? C No *Yes(additional increase in building val : $ v u`r ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: ,--- (Office Use Only) I'pproved — Denied — Not Applicable to Department Permit Fee D e $ S '. O• Revision/Plan Review Comments Con 1Q6T pi Cb FL v r X07• Air a ova lo J.-e./ r pay r'6.4, Department Review Required: ��/� Building '14/1)/ • g&Zoning Reviewed By TreeAdministrator Public Works Public Utilities /0"-/-1? Public Safety Date Fire Services Updated 10/17/18 - ..,➢ OFFICECOPY 04* E4 ' PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *project Address: 3 e&C t AV Permit#: `.es - 03- *Owner/Project Name: g` LL Sc-(o5`, h As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging M tk((A/t\l CAA t. 1 L o'\ 2. Sliding 3.Sectional 4. Garage Roll-Up 5.Automatic 6. Other ; k S GIS 0 1%1— M-1 &( B.WINDOWS 1. Single hung 2. Horizontal slider 3. Casement 4. Double hung tc(t1/►14 Q*0 W b"&L.) 1 fl (,3 5. Fixed 6.Awning M iwi A Cttl) A;rk et 10-522, 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding 2.Soffits 3. EIFS 4.Storefronts 5. Curtain walls 6.Wall louvers 7.Glass block 8. Membrane 9.Greenhouse 10.Synthetic stucco 11. Other D. ROOFING PRODUCTS 1.Asphalt shingles 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7.Single ply roofing 8. Roofing tiles 9. Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16.Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 OFFICE COPY In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. *Contractor Name (Print Name): go L *Contractor Signature: *Company Name: ia✓�k�✓►'� J V`� ✓► CA"A c."1-\*o.. ✓ *Mailing Address: 1 0 t S v'e't 'C^/` $ ` � `� S� i ' ' r *City: 14A(iN„A C� *State: *Zip Code: 32� 3 *Telephone Number: *E-mail Address: Cell Phone Number: qo`1 SLA 5 - Fax Number: Page 4 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E.SHUTTERS 1.Accordion 2. Bahama 3.Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F.STRUCTURAL COMPONENTS 1.Wood connector/anchor 2.Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11.Wall 12.Sheds 13. Other G.SKYLIGHTS 1. Skylight 2. Other • H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3of4Updated 10/1,118 OFFICE COPY Revision Request/Correction to Comments **ALL INFORMATION rt HIGHLIGHTED IN rs "' City of Atlantic Beach Building Department GRAY IS REQUIRED. '''4 /"" 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 2ES ie.-0376 `l Revision to Issued Permit OR ❑ Corrections to Comments Date: t.;(23/) Project Address: 1 •e—�� 4N� Contractor/Contact Name: eG-)1--orn c le`o r Co As 4 ' Oct (3 d0 Contact Phone: Cl ' Si1 Email: �k�� bP�1AS�J • �x- -- Description of Proposed Revision/Corrections: cc. 11W ����— �U f y r ) l� Cs I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Wiloposed revision/corrections add additional square footage to original submittal? LQNo ❑ Yes (additional s.f.to be added: • Will oposed revision/corrections add additional incre a in building value to original submittal? o ❑*Yes (additional increase in building val : $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) �^ P Approved ❑ Denied ❑ Not Applicable to Department Permit Fe Due$ O O•d� Revision/Plan Review Comments e.o/iloci- 7' Pic_ '-P Tot) Copy 12-evi s,oh a pit/ Deiartment Review Required: (uildin Manning&Zoning Reviewed By Tree Administrator Public Works p Public Utilities / iO '/9 Public Safety Date Fire Services Updated 10/17/18 . ..._...... . : rl LINETYPE & SYMBOL KEY EXISTING STRUCTURE PARTIAL IST FL OOR FRAM/NG PLAN Scale: 1/,t":1'-0" Al 1 iYP S0.1 EXISTING STRUCTURE PARTIAL 2ND FL 0OR/ROOFFRA MING PLAN Scale: ENGINEER OF RECORD ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SIZE, LOCATION AND LOAD BEARING MEMBERS OF THE EXISTING STRUCTURAL COMPONENTS PRIOR TO PLACING NEW LOADS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADEQUATE SUPPORT FOR AND PROTECTION OF THE EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. U THESE STRUCTURAL PLANS WERE PREPARED WITH CAD FILES OF THE ARCHITECTURAL FLOOR PLANS PROVIDED BY THE ARCHITECT. ENGINEER OF RECORD ASSUMES NO RESPONSIBILITY FOR THE DIMENSIONAL X >- ACCURACY OF THESE PLANS AND RECOMMENDS THAT CONTRACTOR REVIEWS THESE STRUCTURAL WITH u' � CLIENT FOR APPROVAL OF DIMENSIONING PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMS. 0i Z AND NOTIFY E.O.R. IF ASSUMPTIONS OR INFORMATION IS INCORRECT. THE E.O.R. SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE FROM ORIGINAL PLANS PROVIDED TO 05 W BAKER DESIGN BUILD, LLC., OR IF CHANGES ARE MADE FROM ORIGINAL ARCHITECTURAL DESIGN. In= EXIST PRE-ENGINEERED ROOF TRUSSES SEE DETAIL A2/50.1 FOR REMOVAL OF MASONRY DETAIL LAIW (:MU WALL TO BE REMOVED AFTER STEEL CHANNELS ARE INSTALLED PER DETAIL A2/SO.1 I EXIST BOND BEAM ._ _.._ EXISTING FLOORum� JOIST ® BALCONY EXIST CMU WALL TO REMAIN; pLATESTEEL SEE DETAIL B1/S0.1 J"O THRU-BOLT ® MAX 24" OC TEMPORARY B 1 W -BEAM STUD WALLS0.1 �I PER PLAN SHORING WALL SECTION @ NEW OPENING EXIST CMU WALL TO BE REMOVED AFTER STEEL CHANNELS ARE INSTALLED PER DETAIL A2/S0.1 TEMPORARY SHORING STUD WALL DIRECTLY ON TOP OF FLOOR TRUSS EXIST FLOOR SHEATHING EXIST PRE-ENGINEERED FLOOR JOISTS TEMPORARY SHORING OFFICE COPY STU D WALL REVISION BP# jot 31?- o376 DATE_/ SIGNED .W GGG111444fffw95 AUG 2 2 2019 EXIST FOUNDATION Building Departmo 71 City of Atlanflc it��zv5 �7 s"s A SCALE: 1/2"=V-0" '-0" Uj APT C) FDU 0 FDU Date: 08-16-19 z Uj LL .i cf) 0 Co Uj cc F > U_ M V ® .I- U C0 _TfV r14 m O z Z M m ls4oA Ln 0 •i •�, r 1 ■ rs 1 r14 zj- . L40") s • 0 ' r) .► Uj APT Check By: FDU 0 FDU Date: 08-16-19 z Uj cf) 0 Co Uj cc F > U_ M V ® .I- U C0 _TfV r14 m O z Z M m U LcB 0 Drawn By: APT Check By: FDU Approved By: FDU Date: 08-16-19 \'0S"�.D UR��%, No. 80630 STATE OFOR r� S ... CONAL � �iilll FAUST URIGUEN, P.E. FL LICENSE NO. 80630 Sheet Name Partial 1 st & 2nd Floor Framing Plan & Elevation Sheet Number S100 DESIGN SPECIFICATIONS:- 11 AITFRNATIVF• TOP PLATE DESIGN CODE: 2017 FLORIDA BUILDING CODE (FBC) RESIDENTIAL w/LATEST SUPPLEMENTS OCCUPANCY: RESIDENTIAL GROUP R-3 (ONE AND TWO-FAMILY DWELLINGS) CONSTRUCTION: TYPE V, UNPROTECTED BASIC WIND SPEED: 130 MPH RISK CATEGORY: II WIND EXPOSURE: D INTERNAL PRESSURE COEFFICIENT: t 0.18 ENCLOSED BUILDING DESIGN LIVE LOADS: ROOF: ........................................................................ 20 PSF FLOORS:..................................................................40 PSF DESIGN DEAD LOADS: ROOF: ........................................................................ 12 PSF FLOORS: .................................................................... 10 PSF GENERAL NOTES: 1. CODES USED: 2017 FLORIDA BUILDING CODE, ACI, NDS, APA AND ASCE-7-10. ALL LATEST EDITIONS USED. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE NOTED ON THE PLANS. 5. DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF DIMENSIONS CANNOT BE DETERMINED FROM THE ARCHITECTURAL PLANS, CONTACT THE ENGINEER OF RECORD. WATERPROOFING: _ p IT SHOULD BE NOTED THAT THE EOR IS NOT A WATER INTRUSION EXPERT. THE FLASHING AND WATER INTRUSION -) I L- L_ L- LJ Lr-1 I V I - f L /`-\ I L 1-' L /A I L UI L u u L L VCONNECTION (TYPICAL) - u B 2 Z PROTECTION ELEMENTS FOR THE STRUCTURE ARE THE RESPONSIBILITY OF THE CONTRACTOR. SCALE: 3"-1 '-O" SCALE: 1 -1 2"=1 '-O" SOILS: ,r ,r W MINIMUM ASSUMED ALLOWABLE SOIL BEARING CAPACITY = 2000 PSF- z O SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDEI 2 1 EXIST CMU WALL NEW OPENING ..� O v CU TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT - i _ TO REMAIN SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. THE FILL BELOW THE o ♦ ` �.. O FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETRIOUS �� ♦♦ `a W I- > U_ MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF ^ �\ 1 ♦ A STEEL COL t.... < M 2'-0" BELOW THE BOTTOM OF THE FOOTING. I 2 O ♦♦ 2 ♦ I PER PLAN-- Q v M 2 ♦ ♦ ( 2 (TYP) N O � STEEL: �\ 0 0 ♦♦ I I _. ___..._._ _ _.. co o • ALL STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH IBC, AISC & AWS. O I O > <♦ O i �2 _. _ - (2) "� ANCHOR BOLTS. DRILL �, mlie �. • ALL PLATES AND MISC STEEL SHOWN ON THESE DRAWINGS SHALL BE ASTM A36 MATERIAL. i ♦ o I • Z r-1 ra ♦♦ O �` I & EPDXY MIN 6" EMBED INTO PRE-ENGINEERED EXISTING TOP PLATE ALL STRUCTURAL STEEL SHALL BE ASTM A992-GR50. ♦ �--- _ _ _ _ _ \ I I EXIST FOUNDATION ROOF TRUSSES • ALL FILLET WELDS SHALL CONFORM TO SECTION J2.2B OF AISC SPECIFICATIONS, EVEN WHEN SHOWN OTHERWISE e W ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. I ♦ O ♦ I0 �\ FINISHED FLOOR O • ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON ARCHITECTURAL OR STRUCTURAL DRAWINGS, BUT v♦ 2 ♦♦ �� 2 a NOT SIZED SHALL BE MINIMUM OF FILLET, 2: EACH END AND 2 AT 12 OC BOTH SIDES. i • ALL WELDS MADE TO PRIMARY MEMBERS SHALL BE MADE WITH E70XX ELECTRODES. ♦ 6x 3 W BOLTED AND WELDED SHEAR CONNECTIONS SHALL BE DESIGNED PER AISC STANDARDS & ALLOWABLE LOAD ♦♦ �� EXIST TOP TABLES. �-----------------------� "� THRU-BOLTS C 1 / � • ` BOND BEAM 16" OC, STAGGER TOP & i i - i BOTTOM W/ NUTS, NS & FS ,y • AN AISC CERTIFIED FABRICATION PLANT SHALL BE USED TO DETAIL & FABRICATE THE STRUCTURAL STEEL. IN I O IA (TYP) ENGINEER LIEU OF USING AN AISC CERTIFIED PLANT SHEAR CONNECTIONS SHALL BE DESIGNED BY A PROFESSIONAL ; ENGINEER & CALCULATIONS SHALL BE SUBMITTED TO THE EOR FOR REVIEW. • ALL BOLTED CONNECTIONS SHALL USE A325 BOLTS, A563 & F436 WASHERS, AND SHALL BE TIGHTENED BY - ROOF PLAN (GENERIC BUILDING S -, THE TURN -OF -THE -BUT METHOD. HOW • BASE PLATE GROUT SHALL COMPLY WITH ASTM C1107 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5KSI. ALL STEEL SHALL RECEIVE ONE COAT OF THE STANDARD SHOP PRIMER. i • Project Number DO NOT • USE THERMAL CUTTING DURING ERECTION. DO NOT ENLARGE UNFAIR HOLES IN MEMBER BY BURNING OR USING DRIFT PINS. ? _._..... __..._..___._...... . �___. I _ r_. 19-0445 • CONTRACTOR SHALL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM VISUAL INSPECTIONS OF THE BOLTED & I T WELDED CONNECTIONS. i • CONTRACTOR/ERECTOR SHALL COMPLY WITH ALL OSHA & LOCAL REQUIREMENTS FOR THE ERECTION OF (5) ` �---- STRUCTURAL STEEL _. ._._..___ i__ ....__. _ L ........... _...... !...._ _...._ , w ' • THE CONTRACTOR/ERECTOR IS RESPONSIBLE FOR TEMPORARY BRACING & STABILITY OF THE STRUCTURAL FRAME IREVISIONS SYSTEM. T/ROOF \, 4 MAX 2"" TH€ STEEL i -- - �� O� TMP MAX 24 OC EXISTING MASONRY WALL No. mate Revision PLATE ___. _ .. _._„_. _ ____.__ _....TYP - --------- STEELTO BE REMOVED ONLY AFTER ALL STEEL HAS BEEN ERECTED AND ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM A307 OR ASTM F1554 GRADE 36. WASHERS: SHALL BE IN 5 FIN FLR ELEV CONNECTIONS HAVE BEEN MADE ACCORDANCE WITH ASTM F436 GRADE 36. NUTS: SHALL BE IN ACCORDANCE WITH ASTM A563 GRADE A HEX. f 5 O f . ; _ _ TYPICAL ANCHOR BOLTS ARE REQUIRED AT THE FOLLOWING LOCATIONS: , i a SPACED ®32° OC AT EXTERIOR WALL SILL PLATES. " EXIST BOND BEAM AT THE EXTERIOR WALL SILL PLATES WHERE THE THREADED ROD IS MORE THAN 6 FROM THE END OF THE 3 1 TO REMAIN a (4) TMP W -BEAM PER PLAN • ANCHOR G HOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES. ! THRU-BOLTS TMP • ANCHOR BOLTS SHALL BE USED UNDERNEATH FIRST FLOOR WINDOWS ON EACH SIDE BELOW EACH OPENING. .�`13 �h' ° �' (TMP) .. ... EXIST CMU WALL EPDXY: BALLS (GENERIC BUILDING SHOWN) „ TO REMAIN Drawn By: APT PL, SES PLATE ANCHORING ADHESIVE: SHALL BE THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): STEEL TOP.- Check By: FDU • SIMPSON STRONG -TIE CO., PRODUCT: EPDXY-TIE SCHEDULE STEEL COL Approved By: FDU PER PLAN B2/S0.1 (TYP) I • Date: 08-16-19 (TYP) Ln EPDXY BOLT TO ACHIEVE FULL \\\\��NlIIII iii�iiii CONTACT W/ FILLED CELL. \\��� �O: D•VR 2; (2) J"O ANCHOR BOLTS. DRILL his 3_12 No. 80630 • & EPDXY MIN 6" EMBED INTO C1Ox15.3 W/ (2) J"0 EXIST FOUNDATION THRU-BOLTS ®16" OC ='a STATE OF STEEL BASE PLATE, E STAGGER TOP & BOTTOM W/ �0,�.•�` SEE PLATE SCHEDULE CONSTRUCTION SEQUENCE: NUTS, NS & FS (TMP) '%, FS •� OR .OPG\���`� B2/S0.1 (TYP) FINISHED FLOOR �i� 1. BUILD TEMPORARY STUD WALL AT 1ST & ii ONAL CONTRACTOR SHALL ���1Hill SECOND FLOOR. ALIGN STUD WALLS FROM ==-- LOCATE CHANNELS AT 2ND FLOOR TO 1ST FLOOR FOR DIRECT LOAD PATH. FILLED CELLS 2. INSTALL TEMPORARY CHANNELS & THRU FAUS RIG EN, P.E. BOLTS. EXISTING MASONRY WALL, FL LICENSE NO. 80630 3. REMOVE MASONRY WALL AS REQ'D, TO TO BE REMOVED ONLY AFTER ALL EXIST FOUNDATION MAXIMUM EXTENT SHOWN ON PLAN. STEEL HAS BEEN ERECTED AND Sheet Name 4. INSTALL NEW W -BEAM AND STEEL COLUMNS. CONNECTIONS HAVE BEEN MADE 5. REMOVE CHANNELS AND THRU-BOLTS. ECEIneral,-,E�{ GeNotes OFFICE COP &Design A -„�,. AUG 2 2 2019 Criteria A e REVt. � /0 wilding Department '(1ty Of Atlantic l=>each, F_,` Sheet Number PARTIAL WALL ELEVATION REMOVAL OF MASONRY WALL Soo] TYRCAL Al TYPICAL DETAIL A2 SCALE: 1-1 2"=1 '-O" SCALE: COMPONENT & CLADDING DESIGN WIND PRESSURES (PSF) ROOF AREA ZONE 10 SF 50 SF 100 SF POSITIVE ALL ZONES +28.2 +22.4 +19.9 1 -44.7 -41.8 -40.6 2 -77.8 -63.4 -57.1 3 -77.8 -63.4 -57.1 WALLS AREA ZONE 10 SF 100 SF 500 SF POSITIVE ALL ZONES +48.9 +41.5 +36.4 4 1 53.0 -45.7 -40.6 5 -65.4 1 -50.8 -40.6 NOTES: 1) TABLE PRESSURES ARE FOR THE SQUARE FOOT (SF) TRIBUTARY AREA SHOWN. FOR OTHER TRIBUTARY AREAS, LINEARLY INTERPOLATE BETWEEN VALUES SHOWN ABOVE. 2) POSITIVE PRESSURES ACT TOWARD THE BUILDING. NEGATIVE PRESSURES ACT AWAY FROM THE BUILDING. 3) SEE DIAGRAMS FOR ZONE LOCATIONS. 4) ALL PRESSURES SHOWN IN ARE ULTIMATE PRESSURES. 5) TO OBTAIN ALLOWABLE WIND PRESSURE VALUES, MULTIPLY VALUES SHOWN ON TABLE x 0.6 WIND = 0.6 WIND ULT. [a= 5.5 ft _ p IT SHOULD BE NOTED THAT THE EOR IS NOT A WATER INTRUSION EXPERT. THE FLASHING AND WATER INTRUSION -) I L- L_ L- LJ Lr-1 I V I - f L /`-\ I L 1-' L /A I L UI L u u L L VCONNECTION (TYPICAL) - u B 2 Z PROTECTION ELEMENTS FOR THE STRUCTURE ARE THE RESPONSIBILITY OF THE CONTRACTOR. SCALE: 3"-1 '-O" SCALE: 1 -1 2"=1 '-O" SOILS: ,r ,r W MINIMUM ASSUMED ALLOWABLE SOIL BEARING CAPACITY = 2000 PSF- z O SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDEI 2 1 EXIST CMU WALL NEW OPENING ..� O v CU TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT - i _ TO REMAIN SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. THE FILL BELOW THE o ♦ ` �.. O FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETRIOUS �� ♦♦ `a W I- > U_ MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF ^ �\ 1 ♦ A STEEL COL t.... < M 2'-0" BELOW THE BOTTOM OF THE FOOTING. I 2 O ♦♦ 2 ♦ I PER PLAN-- Q v M 2 ♦ ♦ ( 2 (TYP) N O � STEEL: �\ 0 0 ♦♦ I I _. ___..._._ _ _.. co o • ALL STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH IBC, AISC & AWS. O I O > <♦ O i �2 _. _ - (2) "� ANCHOR BOLTS. DRILL �, mlie �. • ALL PLATES AND MISC STEEL SHOWN ON THESE DRAWINGS SHALL BE ASTM A36 MATERIAL. i ♦ o I • Z r-1 ra ♦♦ O �` I & EPDXY MIN 6" EMBED INTO PRE-ENGINEERED EXISTING TOP PLATE ALL STRUCTURAL STEEL SHALL BE ASTM A992-GR50. ♦ �--- _ _ _ _ _ \ I I EXIST FOUNDATION ROOF TRUSSES • ALL FILLET WELDS SHALL CONFORM TO SECTION J2.2B OF AISC SPECIFICATIONS, EVEN WHEN SHOWN OTHERWISE e W ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. I ♦ O ♦ I0 �\ FINISHED FLOOR O • ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON ARCHITECTURAL OR STRUCTURAL DRAWINGS, BUT v♦ 2 ♦♦ �� 2 a NOT SIZED SHALL BE MINIMUM OF FILLET, 2: EACH END AND 2 AT 12 OC BOTH SIDES. i • ALL WELDS MADE TO PRIMARY MEMBERS SHALL BE MADE WITH E70XX ELECTRODES. ♦ 6x 3 W BOLTED AND WELDED SHEAR CONNECTIONS SHALL BE DESIGNED PER AISC STANDARDS & ALLOWABLE LOAD ♦♦ �� EXIST TOP TABLES. �-----------------------� "� THRU-BOLTS C 1 / � • ` BOND BEAM 16" OC, STAGGER TOP & i i - i BOTTOM W/ NUTS, NS & FS ,y • AN AISC CERTIFIED FABRICATION PLANT SHALL BE USED TO DETAIL & FABRICATE THE STRUCTURAL STEEL. IN I O IA (TYP) ENGINEER LIEU OF USING AN AISC CERTIFIED PLANT SHEAR CONNECTIONS SHALL BE DESIGNED BY A PROFESSIONAL ; ENGINEER & CALCULATIONS SHALL BE SUBMITTED TO THE EOR FOR REVIEW. • ALL BOLTED CONNECTIONS SHALL USE A325 BOLTS, A563 & F436 WASHERS, AND SHALL BE TIGHTENED BY - ROOF PLAN (GENERIC BUILDING S -, THE TURN -OF -THE -BUT METHOD. HOW • BASE PLATE GROUT SHALL COMPLY WITH ASTM C1107 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5KSI. ALL STEEL SHALL RECEIVE ONE COAT OF THE STANDARD SHOP PRIMER. i • Project Number DO NOT • USE THERMAL CUTTING DURING ERECTION. DO NOT ENLARGE UNFAIR HOLES IN MEMBER BY BURNING OR USING DRIFT PINS. ? _._..... __..._..___._...... . �___. I _ r_. 19-0445 • CONTRACTOR SHALL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM VISUAL INSPECTIONS OF THE BOLTED & I T WELDED CONNECTIONS. i • CONTRACTOR/ERECTOR SHALL COMPLY WITH ALL OSHA & LOCAL REQUIREMENTS FOR THE ERECTION OF (5) ` �---- STRUCTURAL STEEL _. ._._..___ i__ ....__. _ L ........... _...... !...._ _...._ , w ' • THE CONTRACTOR/ERECTOR IS RESPONSIBLE FOR TEMPORARY BRACING & STABILITY OF THE STRUCTURAL FRAME IREVISIONS SYSTEM. T/ROOF \, 4 MAX 2"" TH€ STEEL i -- - �� O� TMP MAX 24 OC EXISTING MASONRY WALL No. mate Revision PLATE ___. _ .. _._„_. _ ____.__ _....TYP - --------- STEELTO BE REMOVED ONLY AFTER ALL STEEL HAS BEEN ERECTED AND ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM A307 OR ASTM F1554 GRADE 36. WASHERS: SHALL BE IN 5 FIN FLR ELEV CONNECTIONS HAVE BEEN MADE ACCORDANCE WITH ASTM F436 GRADE 36. NUTS: SHALL BE IN ACCORDANCE WITH ASTM A563 GRADE A HEX. f 5 O f . ; _ _ TYPICAL ANCHOR BOLTS ARE REQUIRED AT THE FOLLOWING LOCATIONS: , i a SPACED ®32° OC AT EXTERIOR WALL SILL PLATES. " EXIST BOND BEAM AT THE EXTERIOR WALL SILL PLATES WHERE THE THREADED ROD IS MORE THAN 6 FROM THE END OF THE 3 1 TO REMAIN a (4) TMP W -BEAM PER PLAN • ANCHOR G HOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES. ! THRU-BOLTS TMP • ANCHOR BOLTS SHALL BE USED UNDERNEATH FIRST FLOOR WINDOWS ON EACH SIDE BELOW EACH OPENING. .�`13 �h' ° �' (TMP) .. ... EXIST CMU WALL EPDXY: BALLS (GENERIC BUILDING SHOWN) „ TO REMAIN Drawn By: APT PL, SES PLATE ANCHORING ADHESIVE: SHALL BE THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): STEEL TOP.- Check By: FDU • SIMPSON STRONG -TIE CO., PRODUCT: EPDXY-TIE SCHEDULE STEEL COL Approved By: FDU PER PLAN B2/S0.1 (TYP) I • Date: 08-16-19 (TYP) Ln EPDXY BOLT TO ACHIEVE FULL \\\\��NlIIII iii�iiii CONTACT W/ FILLED CELL. \\��� �O: D•VR 2; (2) J"O ANCHOR BOLTS. DRILL his 3_12 No. 80630 • & EPDXY MIN 6" EMBED INTO C1Ox15.3 W/ (2) J"0 EXIST FOUNDATION THRU-BOLTS ®16" OC ='a STATE OF STEEL BASE PLATE, E STAGGER TOP & BOTTOM W/ �0,�.•�` SEE PLATE SCHEDULE CONSTRUCTION SEQUENCE: NUTS, NS & FS (TMP) '%, FS •� OR .OPG\���`� B2/S0.1 (TYP) FINISHED FLOOR �i� 1. BUILD TEMPORARY STUD WALL AT 1ST & ii ONAL CONTRACTOR SHALL ���1Hill SECOND FLOOR. ALIGN STUD WALLS FROM ==-- LOCATE CHANNELS AT 2ND FLOOR TO 1ST FLOOR FOR DIRECT LOAD PATH. FILLED CELLS 2. INSTALL TEMPORARY CHANNELS & THRU FAUS RIG EN, P.E. BOLTS. EXISTING MASONRY WALL, FL LICENSE NO. 80630 3. REMOVE MASONRY WALL AS REQ'D, TO TO BE REMOVED ONLY AFTER ALL EXIST FOUNDATION MAXIMUM EXTENT SHOWN ON PLAN. STEEL HAS BEEN ERECTED AND Sheet Name 4. INSTALL NEW W -BEAM AND STEEL COLUMNS. CONNECTIONS HAVE BEEN MADE 5. REMOVE CHANNELS AND THRU-BOLTS. ECEIneral,-,E�{ GeNotes OFFICE COP &Design A -„�,. AUG 2 2 2019 Criteria A e REVt. � /0 wilding Department '(1ty Of Atlantic l=>each, F_,` Sheet Number PARTIAL WALL ELEVATION REMOVAL OF MASONRY WALL Soo] TYRCAL Al TYPICAL DETAIL A2 SCALE: 1-1 2"=1 '-O" SCALE: