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11-365-005EXISTING STRUCTURE 12 3 N EXISTING STRUCTURE 0 EXISTING 2ND FL. ELEY EXISTING CONC. TB EXISTING STRUCTURE EXISTING STRUCTURE 11= III -1_ III— v P, vrl=— v V' r _ _= x a e ° e ° ° e III III III II :I 11= III —III —I 11= WALL SECT I ON O 3/4P TYPICAL WALL DETAILS EXISTING I HOUR FIRE RATED CEILING W/ 5/8 TYPE 'X' DRYWALL OVER I' X 3' METAL STRIPS a 16' OC (SFBC table 31-c Item 42 ) WOOD BASE TO MATCH EXIST. ENGINEERED WOOD FLOORING AS SELECTED BY OWNER 2 -3/4' PLYWOOD GLUED TO JOISTS W/ A ADHESIVE MEETING AFG -01 REQMENTS. TOP PLY TO BE I/6' THICK CONNECTORS SCHEDULE MARK MANUFACT. STEEL FASTENER SCHEDULE ALLOWABLE LOADS Qb) No PRODUCT CODE GAUGE REMARKS-N.O.A. SEATIHEADER/C.M.U. TRUSS/RAFTER F -1 F -2 UPLIFT S.Y. PINE .. B -5 +10'- Ilp TB ( +11' -0') L I tasx teox I 1 U� 0� USP 18 (8) 16d (6) 16d -- -- 1,605 DC -07- 0419.01 ° Q0 _ � a JUS210 -2 � I O O 0 I- USP JUS210 18 (8) 10d (4) 10d -- -- 1,115 J DC -07- 0214.20 0 U r C- PLUGGED. NEW 2ND. FL. FINISH ELEV. TO MATCH EXISTING NEW 2ND. FL. STRUCTURE 2XIO PT. WD. JOIST Q 16' OC. %'0 HILTI KWIK BOLTS II o 24' O.C. 4 4' %' MIN. EMBEDMENT TYPE 'X' DRYWALL OVER I' X 3' METAL STRIPS e 16' OC DO. NOTES 2'X13' PT. WD. JOIST 13 I6,'OC. MET CONN. EA. JOIST - JU5210 JUS210 -2 2- 2'x10' WOOD JOISTS GIRDER W/ EXISTING !12' THRU BOLTS, NUTS tWASHERS -r' CONC. ® 16' OC. STAGGERED EXISTING 2ND FLR ELEV. +11' -0' SECTION ® 3/4a x °x a III III =III .III III III -III— III — III = III= III — III -11 a III -111 I- v STRUCTURAL NOTES GENERAL: ALL WORK SHALL COMPLY WITH THE FLORIDA BUILDING CODE. THE AMERICAN CONCRETE INSTITUTE ACI- 318 -S5 AND ALL OTHER APPLICABLE CODES AND REGULATIONS. SHOP DRAWINGS: MANUFACTURERS OF THE FOLLOWING STRUCTURAL COMPONENTS: - REINFORCING STEEL, STRUCTURAL STEEL, PREFAB. BAR JOISTS, - PREFAB. WOOD TRUSSES OR PRECAST CONCRETE' SHALL BE REQUIRED TO SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL BEFORE FABRICATION. ALL SHOP DRAWINGS SHALL CONFORM WITH THE DESIGN LOADS AND CRITERIA SHOWN ON PLANS. SHOP DRAWINGS SHALL SHOW ALL BRACINGS AS PER DESIGN DRAWINGS. DETAILS AND SECTIONS IN SHOP DRAWINGS MUST SHOW ALL CONNECTIONS AND BRACINGS SHOWN ON THE DESIGN DRAWINGS. STRUCTURAL LUMBER- SHALL BE OF CLEARLY LABELED APPROVED SPECIES WITH A MINIMUM STRENGTH OF Fbe 1200 PSI, NO LESS THAN No 2 GRADE OF S. YELLOW PINE Ta i BER DOTES 1. ALL TIMBER DESIGN AND FABRICATION SHALL CONFORM TO THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS'. 2. USE STRESS RATED TIMBER FOR ALL WOOD STRUCTURAL. MEMBERS WITH A MINIMUM BENDING STRESS OF 1200 PSI. LUMBER USED FOR JOISTS, RAFTERS, TRUSSES, COLUMNS, BEAMS OR ANY STRUCTURAL MEMBER SHALL BE OF A STRENGTH NO LESS THAN No 2 SOUTHER YELLOW PINE. 3. ALL TIMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED (PT) 4. ALL TIMBER CONNECTORS INCLUDING BOLTS, WASHERS AND NUTS SHALL BE GALVANIZED. 5. ALL SHEATHING SHALL HAVE THE THICKNESS CALLED FOR IN PLANS. PLYWOOD PANELS SHALL BE NAILED TO SUPPORTS WITH 100 NAILS WITH A NAIL SPACING OF 4' O.C. AT PANEL EDGES AND 6' O.C. AT INTERMEDIATE SUPPORTS AND 10d NAILS AT 4' O.C. AT GABLES. PLYWOOD CLIPS SHALL BE USED WHERE PLYWOOD SHEETS ABUT EACH OTHER 6. LUMBER USED FOR STUDS IN EXT. WALLS AND IN INT. BEARING WALLS SHALL BE OF A STRENGTH NOT LESS THAN STUD GRADE OF DOUGLAS FIR 7. LUMBER USED FOR STUDS IN INTERIOR NON - BEARING PARTITIONS SHALL BE OF A STRENGTH NOT LESS THAN UTILITY GRADE 8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA Sl1ILDING GOD£. EXISTING FOUNDATION PLAN 1 /4' SCALE 2- 2'x10' P.T. WOOD LEDGER W/ 3 /4',0 HILTI KWIK BOLTS II e 12' O.C. t 41/2' MIN. EMBEDMENT STAGGERED AS SHOWN. 4 12' 11, 12' r2 l 12' LEDGER HAD v o v v o V. v o v v o v —'-,+ 2 —a-- 4 II ii I VII V�IP� q III EXISTING 5-2 BM SECTION @) 3/4 11 DO. NOTES — — - ri ' le v 'I I I° °I NEW 2'X10'PT. WD. JOIST im 16' O — — - MET CONN. EA. JOIST - JUS210 — — - 2- 2'x10' P.T. WOOD LEDGER W/ /2'0 HILTI KWIK BOLTS 3 - - - e 12' O.C. t 41/Z' MIN. EMBEDMENT - - - (SEE LEDG=ER 'A' DETAIL) PROV. a 48' O.C_ t E SIDE OF OOR/WINDOW ENINGS CONC. FILLED ELL. SEE TYP. SECTI SHT. S -4. 0 *4x48' B 12/-&c. TOP U O SB -1 ( +111701) SB -1 ( +11' TC 14' -4' 12' -4' 121 'x8' SLAB B X Q1I W W/ 8 +5 TOP < ® «4x48' m 12' OTC. Lu TOP L AROUND I 2 10 a 16 OC 1 (X2)2XIO a16 C I SEE STAIR IL ON SHEET tG � TG \m \ \ TC A EXISTING WALL B � N PROV. 2'x4' LATJCROSS/DIAG. PERMANENT BRACING 0 10' -0' MAX. JUS210 ($ON*. TYP. AT SINGLE JOIST JUS210 -p C(�W. TYP, AT DBL. JOIST GIRDER _1 N J", op r /A(G a /Y41/4,01 i S�cT /cM • ^ •�VFOr: ;y n t h a• l © (0 (0 1► 1 N NET UPLIFT ■1.1 K GRAVITY ■13 K PROV. DTC USP CONNECTOR- AT EACH TRUSS. SEE DETAIL THIS SHEET. O /- .. B -5 +10'- Ilp TB ( +11' -0') L I I I I 1 U� 0� ©© © v a LL � ° Q0 _ � a � I O O 0 I- 1i1 U) Q J 0 U r O 111 U z Ill Q d) O W El _ w kn F- N O w LL W Q z TC A EXISTING WALL B � N PROV. 2'x4' LATJCROSS/DIAG. PERMANENT BRACING 0 10' -0' MAX. JUS210 ($ON*. TYP. AT SINGLE JOIST JUS210 -p C(�W. TYP, AT DBL. JOIST GIRDER _1 N J", op r /A(G a /Y41/4,01 i S�cT /cM • ^ •�VFOr: ;y n t h a• l © (0 (0 (D N N NET UPLIFT ■1.1 K GRAVITY ■13 K PROV. DTC USP CONNECTOR- AT EACH TRUSS. SEE DETAIL THIS SHEET. O .. B -5 +10'- Ilp TB ( +11' -0') L I I I I 1 U� 0� ©© © © t� TC A EXISTING WALL B � N PROV. 2'x4' LATJCROSS/DIAG. PERMANENT BRACING 0 10' -0' MAX. JUS210 ($ON*. TYP. AT SINGLE JOIST JUS210 -p C(�W. TYP, AT DBL. JOIST GIRDER _1 N J", op r /A(G a /Y41/4,01 i S�cT /cM • ^ •�VFOr: ;y n t h a• l Nr (0 (0 (D N N O a L I � U� 0� N Wg LL � ° Q0 _ � a � I O O 0 I- 1i1 U) Q J 0 U r O 111 U z Ill Q d) O W O _ w kn F- N O w LL W Q z )X Q � v! LL 1 :3 W o: a DATE 3 -1-1-2011 REVISIONS COMMISSION NUMBER C11 -003 DRAWING NUMBER OF ro