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1057 Beach Ave 2005 Addition DRWGSQUARE FOOTAGE INFORMATION • EXISTING CONDITIONED SPACE FIRST FLOOR 1,307 S.F. • NEW CONDITIONED SPACE FIRST FLOOR 875 S.F. • TOTAL CONDITIONED SPACE FIRST FLOOR 2,182 S.F. • EXISTING CONDITIONED SPACE SECOND FLOOR 968 S.F. • NEW CONDITIONED SPACE SECOND FLOOR 1,419 S.F. • TOTAL CONDITIONED SPACE SECOND FLOOR 2,387 S.F. • NEW CONDITIONED SPACE THIRD FLOOR 590 S.F. • TOTAL CONDITIONED SPACE 5,159 S.F. • EXISTING GARAGE (UNCONDITIONED SPACE) 444 S.F. • UNENCLOSED DECK SPACE 764 S.F. • LOT AREA .35 AC BUILDING CODE REVIEW -, • THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2001 EDITION OF THE FLORIDA BUILDING CODE • MAXIMUM HEIGHT OF THE STRUCTURE IN FT. 35 FT • NUMBER OF STORIES 3 • OCCUPANCY GROUP - R-3, ONE FAMILY DWELLING • CONSTRUCTION - TYPE V, UNPROTECTED NOTE: BUILDING IS LOCATED OUTSIDE OF A FIRE DISTRICT NOTE: BUILDING IS TO BE UNSPRINKLERED LOT 36 Wffil'l w IV I (SEE STRUCTURAL DRAWINGS FOR SCHEDULES) NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE 2001 EDITION OF THE FLORIDA BUILDING CODE. NOTE: THIS BUILDING IS LOCATED IN THE WINI) BORNE DEBRIS REGION • BUILDING TO BE DESIGNED FOR ENCLOSED STRUCTURE • BASIC WIND SPEED (M.P.H. - 3 -SECOND GUST;) 120 • WIND IMPORTANCE FACTOR 1.0 • BUILDING CATEGORY 11 • WIND EXPOSURE CATEGORY C • WIND DESIGN METHOD : ASCE 7-98 WIND PRESSURES ON WINDOWS & DOORS Enclosed Structure Exposure "C" (psf) AREA OF OPENING EDGE STRIP, (5) INTERIOR 2;ONE, (4) Pos Neg Pos THIRD FLOOR PLAN ROOF PLAN Neg 0 to 20 sf 36.3 -48.7 36.3 CROSS SECTIONS -39.4 20.1 to 50 sf 34.8 -45.3 34.8 SECOND FLOOR ELECTRICAL PLAN - 37.9 50.1 to 100 sf 32.6 -41.0 32.6 SHEARWALL LAYOUT -FIRST FLOOR -35.7 100.1 to 200 sf 30.8 -37.9 30.8 SHEARWALL LAYOUT -FIRST FLOOR -33.9 200.1 to 500 sf 29.3 -34.5 29.3 THREADED ROD LAYOUT -SECOND FLR, -32.3 Basic Design Pressure 30.80 Cpi= ± 0.18 0 \-5'-0" Sideyard 0 Setback Line O �❑❑101 Pro ert Line 20'-0" Front Yard P Y Setback Line Coastal Construction Control Line NOTES: El Y ; d 0 0 101 i SITE PLAN 1/8" = V-0" LOT 37 1. PROPERTY : A. LOT 546, BLOCK 41, AS SHOWN ON MAP OF ATLANTIC BEACH, THEROF AS RECORDED IN PLAT BOOK 6, PAGE 1, OR THE CURRENT PUBLIC, RECORDS OF DUVAL COUNTY, FLORIDA. B. ADDRESS:1057 BEACH AVENUE, ATLANTIC BEACH, FLORIDA, 32233. C. ZONING IS: OR - OPEN RURAL 2. GENERAL CONTRACTOR IS: FAZANELLI DEVELOPMENT CORP. (904) 614-1999 3. DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. INDICATES EXISTING & FINISHED STORM DRAINAGE FLOW. 5. THE FOUNDATION & FOOTINGS ARE DESIGNED FOR A 2500 PSF SOIL BEARING CAPACITY. 6. CONCRETE MASONRY UNITS SHALL BE ASTM -C90-75 HOLLOW LOAD BEARING CONCRETE. MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, MIN. COMPRESSIVE STRENGTH OF 2500 PSI (FM=1350 PSI). 7. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH @ 28 DAYS. A. SLAB ON GRADE - 3000 PSI. B. FOOTINGS - 3000 PSI. MATERIAL INFORMATION ROOFING (MATERIAL SHALL MEET THE THE REQUIREMENTS OF CHAPTER 15, FLORIDA BUILDING CODE). • ROOF UNDERLAYMENT - ASTM D3161 TYPE 30# FELT • ROOF FLASHING - GAUGE MATERIAL DRIP 26 GAUGE CAP 26 GAUGE RAKE 26 GAUGE VALLEY 26 GAUGE • ROOF MATERIAL - STANDING SEAM METAL ROOF • FASTENING - PER MANUFACTURERS RECOMMENDATIONS Property Line TRAVERSE LINE S 05'28'58" W 100.01' - -9 Setback Sideyard Setback Line 10'-0" Sideyard Setback Line 71717 17 17 111 11 11 11 1 171� \V \-5'-0" Sideyard Setback Line _ TRAVERSE UNE S 0528'58' W 100.01' OtWM WOOD W&K INDEX OF DRAWINGS DWG. N0. TITLE A-0 SITE PLAN COVER SHEET A-1 FIRST FLOOR PLAN A-2 SECOND FLOOR PLAN A-3 THIRD FLOOR PLAN ROOF PLAN A-4 EXTERIOR ELEVATIONS A-5 EXTERIOR ELEVATIONS A-6 CROSS SECTIONS A-7 WALL SECTIONS A-8 FIRST FLOOR ELECTRICAL PLAN A-9 SECOND FLOOR ELECTRICAL PLAN A-10 THIRD FLOOR ELECTRICAL PLAN F-1 FOUNDATION PLAN S-2 SHEARWALL LAYOUT -FIRST FLOOR S-3 SHEARWALL LAYOUT -SECOND FLOOR S-4 SHEARWALL LAYOUT -THIRD FLOOR S-5 SHEARWALL LAYOUT -FIRST FLOOR S-6 ROOF FRAMING PLAN S-7 THREADED ROD LAYOUT -FIRST FLOOR S-8 THREADED ROD LAYOUT -SECOND FLR, S-9 THREADED ROD LAYOUT -THIRD FLR. LEGEND D EXISTING WALLS a WALLS TO BE REMOVED o NEW WALLS PROJECT LOCATION MAP * INDICATES PROJECT LOCATION W e O CD CV to to0 En la.l x'71'..., ..•.R• Rar,1 ind ch ach Beach ra Beach vOrfY OF ATLANTIC BEACH BUILDING R. ZONING MAY 0 9 20(5 Firm Name and Address ANTHONY G. LAN FL AR - 12012 3650 HOLLY GR JACKSONVILLE, F PHONE: 731-16 GENERAL N 1.) HIDDEN LINES INDICATI AREAS TO BE REMOVE 2.) SHADED AREAS INDICA AND COLUMNS TO BE 3.) CONTRACTOR SHALL VI DIMENSIONS ON SITE f THE START OF CONSTF 4.) REMOVE AND REPLACE WINDOWS WHERE INDIC PLANS WITH NEW IMPA INSULATED DOUBLE HL 5.) NEW SECOND FLOOR F MATCH ELEVATION OF I CONTRACTOR TO VERIF SETTING FINAL PLATE f 6.) REVISE HOT & COLD V AS REQUIRED FOR NEV AS INDICATED ON PLAN 7.) THIS STRUCTURE WILL WITH STORM SHUTTERS WINDOWS AND GLAZED ALTERNATE: INSTALL IM GLASS AT ALL EXTERIO OPENINGS. 0 PERMIT ISSUE D REVISED ISSUE C REVISED ISSUE 8 REVISED ISSUE A REVIEW ISSUE No. Revision/Issue rProject Name and Address LOFF RESIDENCE ADDITIONS/RENO 1057 BEACH AV ATLANTIC BEACH 32233 DRAWN BY: SHEET; AGL DATE: 2-22-05 SCALE: 1/8" = 1'-0" i i NEW 7'-10 3A4" — -1 IUD. POST r�f !r — — LUD. �RELLI� ABOVE 7'-10 1 /4" UP / PLANTER- 'v LANTER- 11 o �° i I 1 i / POOL/ 22'x4,b' STOOL EXIST1NCs / LUOOD WALK TO BE REMOvED Pool Deck / 49'-1 1 3/4" SPA STEPS UP 5 –5 21'-0 3/4" 6'-2" 11 1/4" 6'-10 1/4" 11 1/ 1 - _- 77 �� / L i (NN (0i c� `t / 1`t Br►ck a 6'-2" � Ve1'8 /— RELOCATED STAIR ❑ 1 5'-5 13/16" 11 5'-5 1,3/16" 1 `" 6'-6" 8' 0 3/4" 6'-6" New Brfck Pavers 31-011 3'– 0 –0 4'– (2) 30 0 D{4 SILL 9 12" AFF. N - - C2) 26168 FR ❑ — — — —cli I; TREADMILL - TV c° (2) 30 & IMPACT RES. TWO P NEL SL IDER C' REIN . STL. MULLIONS) 6x6 LD. SL =x POST —� N 2'-8" 2'-9" TV 3030 F4 SILL 944" AFF D 5' 5" –7 1/2" 0 RELOCATED BAR NE 11-2 N I PERMIT ISSUE I D REVISED ISSUE 03 C REVISED ISSUE 9/20/04 n REVIEW ISSUE 6/25/04 :A:rPRELIMINARY 0) N00 � J Date N Registered Professional Seal I rGEND I U EXISTING WALLS I WALLS TO BE REMOVED NEW INTERIOR WALLS - SHEAR WALL - ONE SIDE ONLY PROVIDE (1) "SEMCO" HOLD DOWN ANCHOR (MTS278) AT EACH END OF SHEAR WALL SEGMENTS. D NEW EXTERIOR WALLS I I l I —5'-0" SIDE YARD SETBACK LINE I 0 m 1V5 1/2" �I 4 � Ln —1 i POOL PLAN Firm Name and Address ANTHONY G. LAM ELL, AIA FL AR - 12012 3650 HOLLY GROVE AVE. JACKSONVILLE, FL 32217 PHONE: 731-1668 GENERAL NOTES 1 .) HIDDEN LINES INDICATE WALLS & AREAS TO BE REMOVED. 2.) SHADED AREAS INDICATE NEW WALLS AND COLUMNS TO BE INSTALLED. 3.) CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE PRIOR TO THE START OF CONSTRUCTION. 0 PERMIT ISSUE 12/25/05 D REVISED ISSUE 03 C REVISED ISSUE 9/20/04 n REVIEW ISSUE 6/25/04 :A:rPRELIMINARY 0) Q I � Revision/Issue Date N Registered Professional Seal N I 0 m 1V5 1/2" �I 4 � Ln —1 i POOL PLAN Firm Name and Address ANTHONY G. LAM ELL, AIA FL AR - 12012 3650 HOLLY GROVE AVE. JACKSONVILLE, FL 32217 PHONE: 731-1668 GENERAL NOTES 1 .) HIDDEN LINES INDICATE WALLS & AREAS TO BE REMOVED. 2.) SHADED AREAS INDICATE NEW WALLS AND COLUMNS TO BE INSTALLED. 3.) CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE PRIOR TO THE START OF CONSTRUCTION. 0 PERMIT ISSUE 12/25/05 D REVISED ISSUE 10/27/04 C REVISED ISSUE 9/20/04 B REVIEW ISSUE 6/25/04 :A:rPRELIMINARY PLANS 5/15/04 No. Revision/Issue Date Registered Professional Seal �I Project Name and Address LOFF RESIDENCE ADDITIONS/RENOVATIONS 1057 BEACH AVENUE ATLANTIC BEACH, FL 32082 DRAWN BY: AGL DATE. 12-8-04 SCALE: 1/499 = 1' -0 - SHEET: 7'-10 314" I� 10'-0" SIDE ARID BE rESACK L I E CID N I 8'4 7 100 00 I 7'- 10 1/4" 221- 4'p RELOCATED STAIR 6'-7 13/16" 6'-10 5/16" 49'-1 1 3/4" 5'-5" A14 N DN WOOD RAILIN 42 " AFF. 6X6 WD. P'OS ❑ O J DECK IROOF OVERHANG ABOvE 3'-10" 2'- c�J 5m50 F 505m X �— `fl SILL g 0" AFF. SILL 6120" AFF. 0 I \ — LOC TED EXTEN _ / I �� — FAMILY Y I / Io� ®� oom \ / (4=J Z - MATCN XIST D. CLCs d DETAILS U EXISTIN \ I\XN6 , \ N FIREPLA E t. U I \ U I \ U (ED� Z \ � ill X — U I I ExII5T. ` PINING � EXIST. WD SLIDERS i EXI COLU CTYP I 21'-0 3/4" 1'-2 5'-10 3/4" 8'-4 1/4" 5'-.10 3/4" WOOD RA I L I Cx 8" WD. / \ 42" AFF. / \COLUMN / -2 3/8--, 6'-4" \ , 6'-4" (2) 2 8 FR (21 2668 FR C2) 26108 FR I - u I =- N �--- a 2'-3 1CL / 2' 9" o I co m LO —. 1"i TER -_ B 00M {� LINE CONVENTIONAL - CLrz.MA OVETED t s68 2650 SH 5ILL924"AFF_ x4, STUD — �"L — y AUN R I Ln HERS I C OS T ° o cv I 2x4 STUD WALLS I 2868 m - HALLCOD _ - -- 00 o s -------- -- _ �►� N HIS CLOSET - _ - ELEV. CAB -LIQ �s CAB 2 6 STUD I UALL _ gv IS A o Ln I HERS COFFERED —iCEILING PA RY + CAB — + - I- -f 246 a MAST R I o = • 2X6 STUD --,KITCHEN �� �j' I I �— 206 1616 RECESS WALL FOR REF - ! i (BILL g 44"J STACKR V. — I bO TOILET... - I ATH FR. BELOW I ISLANDI T(JVF CCESS DIZ L - '4 6� PTU B - --� - - ` - - b _ - L-1 42 "X66 f�TRY ss J = I 2x4 STUD / 0 262 FX FR C2) 2640 H FRS, y -2626 FX FRS' WALLS _/ N r �} DW T o SILL 52' SILLs " SILLe52"AFF. PA s F— t _ ��►i I SLIDERS T 4036 i H � 8.. S,Lg 2"AFF -3 I oPEN 5ELO,I,J Ex ME':EAKFAST 5'- S ET�AC K i" 10'-0" SIDE YARD SETBACK LINE — — — 3�5" 2._0�. 4'_6" 22'-4" 5'-5„ 49'-1 1 3/4" SECOND FLOOR PLAN A15 1/4" = 1'-0" 5'-1 7/8 i I LINE I I STRUC RE 9'-4" 8'-2 1/4" 4'-4 5/8" 5'-1 7/8" 22'-2 3/4' 2 5'-0" SIDE PARD SETBACK LINE 111 0" FRONT YARD TB CK LINE LEGEND � 1 EXISTING WALLS WALLS TO BE REMOVED NEW INTERIOR WALLS — SHEAR WALL — ONE SIDE ONLY PROVIDE (1) "SEMCO" HOLD DOWN ANCHOR (MTS278) AT EACH END OF SHEAR WALL SEGMENTS. NEW EXTERIOR WALLS Firm Name and Address ANTHONY G. FL AR - 00 3650 HOLLY JACKSONVILLE PHONE: 731 - GENERAL 1 .) HIDDEN LINES IN[ AREAS TO BE REI 2.) SHADED AREAS IIS AND COLUMNS TC 3.) CONTRACTOR SHAT DIMENSIONS ON c THE START OF CC 4.) REMOVE AND REP WINDOWS WHERE PLANS WITH NEW INSULATED DOUBLI 5.) NEW SECOND FLO, MATCH ELEVATION CONTRACTOR TO V SETTING FINAL PLS 6.) REVISE HOT & CC AS REQUIRED FOR AS INDICATED ON 7.) ALL CASED OPENII EXISTING UNLESS 8.) All WINDOWS HEAD TO MATCH EX I STI N OTHERWISE NOTED 9.) All EXTERIOR WALL 16" O.C. AT 8' Pl. (SEE STRUCTURAL) 10.) VENT DRYER TO 0 PERMIT ISSI D REVISED ISS C REVISED ISS B REVIEW ISSI A PRELIMINARY P No. Revision/Issl Project Name and Address LOFF RESIDEN ADDITIONS/REP 1057 BEACH ATLANTIC BEA( 32082 SF d LEGEND D EXISTING WALLS WALLS TO BE REMOVED R�Ml NEW INTERIOR WALLS - 03210 SHEAR WALL - ONE SIDE ONLY PROVIDE (1) "SEMCO" HOLD DOWN ANCHOR (MTS278) AT EACH END OF SHEAR WALL SEGMENTS. © NEW EXTERIOR WALLS 5'-8 1 /2" - . 1.11 PARTIAL ROOF PLAN Firm Name and Address ANTH 0 NY G. LAM ELL, AIA FL AR - 0012012 3650 HOLLY GROVE AVE. JACKSONVILLE, FL 32217 PHONE: 731-1668 GENERAL NOTES 1.) HIDDEN LINES INDICATE WALLS & AREAS TO BE REMOVED. 2.) SHADED AREAS INDICATE NEW WALLS AND COLUMNS TO BE INSTALLED, 3.) CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE PRIOR TO THE START OF CONSTRUCTION. 4.) REMOVE AND REPLACE EXISTING WINDOWS WHERE INDICATED ON PLANS WITH NEW IMPACT RESISTANT INSULATED DOUBLE HUNG TYPE. 5.) NEW SECOND FLOOR FRAMING TO MATCH ELEVATION OF EXIST. FLOOR. CONTRACTOR TO VERIFY PRIOR TO SETTING FINAL PLATE HEIGHT. 6.) REVISE HOT & COLD WATER SUPPLY AS REQUIRED FOR NEW LOCATIONS AS INDICATED ON PLANS. 7.) ALL CASED OPENINGS TO MATCH EXISTING UNLESS OTHERWISE NOTED. 8.) All WINDOWS HEADERS @ 7'-0" AFF TO MATCH EXISTING UNLESS OTHERWISE NOTED. 9.) All EXTERIOR WALLS TO BE 2X4 16" O.C. AT 8' PLATE HEIGHT. (SEE STRUCTURAL). 10.) VENT DRYER TO EXTERIOR. 0 I PERMIT ISSUE 12/22/05 E I REVISED ISSUE 112/10/04 D I REVISED ISSUE 110/27/04 C I REVISED ISSUE 19/20/04 B I REVIEW ISSUE 16/25/04 A PRELIMINARY PLANS 5/15/04 No. Revision/Issue Date Registered Professional Seal Project Name and Address LOFF RESIDENCE ADDITIONS/RENOVATIONS 1057 BEACH AVENUE ATLANTIC BEACH, FL 32082 DRAWN BY: AGL DATE: 2-22-05 SCALE: 1/419 SHEET. A-3 EL = 34'-9 112" EL = 18'-6" TOP OF (� EL = 10'-0" FIN. FLOOR �. EL = 9,-8„ TOP OF DECK EL = 8'-9 1/4" RELOCATED WD. STAIR EL =0'-0" FIN. FLOOR EL = 29'-6 112" EL = 21 '-2" FIN. FLOOR tTopEL = 19'-8" L = 18'-6OF FE *EL = 10'-0" FIN. FLOOR EL = 8'-9 1 /4" WOOD TRIMMED COLUMNS EL =0'-0" FIN. FLOOR CUSTOM 8" OD WD. COLUMN: WOOD TRIMMED COLUN RELOCATED DORME Ix4 JAMB CASfNCz (PADDED OUT) —/ NEW CONSTRUCTION SLIDERS THREE PANEL SLIDERS (• REINF. STL. MULLIONS) (• REINF. STL. MULLIONS) d1m EXIST EAST ELEVATION 1/4" = V -0- EXISTING CHIMNEY LEGEND —_� EXISTING WALLS WALLS TO BE REMOVED NEW INTERIOR WALLS - SHEAR WALL - ONE SIDE ONLY PROVIDE (1) "SEMCO" HOLD DOWN ANCHOR (MTS278) AT EACH END OF SHEAR WALL SEGMENTS. ® NEW EXTERIOR WALLS EL = 18'-6" TOP OF FE x4 JAMB CASING (PADDED OUT) VIEW 6" HARDI SIDING TO MATCH EXISTING RELOCATED WD_ STAIR NEW 6" HARDI SIDING TO MATCH EXISTING METAL STANDING SEAM ROOF ON WD. SLEEPERS ON 30" FELT ON 1/2" CDX PLYW'D. RAFTER TAILS TO MATCH EXISTING 2-1/2" PRE -FINISHED FLASHING Ix4 JAMB CASING (PADDED OUT) METAL STANDING SEAM ROOF ON WD. SLEEPERS ON 30" FELT ON 1/2" CDX PLYW'D. (REPLACE FIBERGLASS SHINGLES ON EXISTING ROOF) 2 n NORTH ELEVATION RELOCATED ENTRY CANOPY BEYOND EL = 10'-0" FIN. FLOOR EL = 9'-1 f, EL =0'-0 FIN. FLOOR EL = 29'-6 1/2" EL = 21 '-2" FIN. FLOOR EL EL = 10'-0" FIN. FLOOR EL = 8'-9 1 /4„ EL =0'-0" FIN. FLOOR F me and Address ONY G. LAMELL, AIA R - 0012012 HOLLY GROVE AVE. SONVILLE, FL 32217 E: 731-1668 GENERAL NOTES 1.) HIDDEN LINES INDICATE WALLS & AREAS TO BE REMOVED. 2.) SHADED AREAS INDICATE NEW WALLS AND COLUMNS TO BE INSTALLED, 3.) CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE PRIOR TO THE START OF CONSTRUCTION. 4.) REMOVE AND REPLACE EXISTING WINDOWS WHERE INDICATED ON PLANS WITH NEW IMPACT RESISTANT INSULATED DOUBLE HUNG TYPE. 5.) NEW SECOND FLOOR FRAMING TO MATCH ELEVATION OF EXIST. FLOOR. CONTRACTOR TO VERIFY PRIOR TO SETTING FINAL PLATE HEIGHT. 6.) HARDI-BOARD SIDING TO MATCH EXISTING SIDING TO REMAIN WHERE INDICATED ON PLANS. 7.) EXISTING ENTRY PORTICO TO REMAIN. 8.) All WINDOWS HEADERS @ 7'-0" AFF TO MATCH EXISTING UNLESS OTHERWISE NOTED. 9.) All EXTERIOR WALLS TO BE 2X4 @ 16" O.C. PLATE HEIGHTS VERY AS NOTED ON PLANS. (SEE STRUCTURAL). 10.) VENT DRYER TO EXTERIOR. 11.) REPLACE EXISTING FIBERGLASS ROOF SHINGLES WITH NEW METAL STANDING SEAM ROOF AS INDICATED. 12.) EXISTING GARAGE DOOR TO REMAIN 13.) EXISTING EXTERIOR WD. STAIR TO BE RELOCATED AND MODIFIED AS NECESSARY TO FIT NEW LOCATION. 0 PERMIT ISSUE 2/22/05 112/10/04 D REVIEW ISSUE c REVIEW ISSUE 7/04 P69// B REVIEW ISSUE 5/04 A PRELIMINARY PLANS 5/15/04 No. Revision/Issue Date Project Name and Address LOFF RESIDENCE ADDITIONS/RENOVATIONS 1057 BEACH AVENUE ATLANTIC BEACH, FL 32082 EL = 29'-6 1 7-1 EL = 21'-2" F!N. FLOOR EL = 10'-0" FIN. FLOOR *LL- = 8� EL =0'-0" FIN. FLOOR EL = 18'-6" EL = 10'-0" FIN. FLOOR EL = 9'--1 " METAL STANDING SEAM ROOF ON WD. SLEEPERS ON 300 FELT ON 1/2" CDX PLYW'D. RAFTER TAILS TO MATCH EXISTING 2-1/2" PRE -FINISHED FLASHING NEW 6" HARDI SIDING TO MATCH EXISTING Ix4 JAMB CASING (PADDED OUT) METAL STANDING SEAM ROOF ON WD. SLEEPERS ON 300 FELT ON 1/2" CDX PLYW'D. (REPLACE FIBERGLASS SHINGLES ON EXISTING ROOF) EXISTING WINDOWS TO REMAIN DRYER vENT THRU ROOF 12 5� EX15TING DORMER EXISTING CHIMNEY 1 li i i IF. . 12 lz-�� 5 2'-0" 6X(b WD. COLUMN d - I 00 `°1 N I 00 I LINE O EXISTING GARAGE ROOF 5E MODIFIED -T EXISTING GARAGE DOOR TO REMAIN EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION (EXISTING GARAGE WALLS t SLAB TO REMAIN) WEST ELEVATION 1/4' EL = 29'-6 1/2 EL = 21'-2" FIN. FLOOR EL = 19'-8" EL = 10'-0" FIN. FLOOR EL = 8'--g 1/4" EL =0'-0" FIN. FLOOR LEGEND I� EXISTING WALLS WALLS TO BE REMOVED NEW INTERIOR WALLS - SHEAR WALL - ONE SIDE ONLY PROVIDE (1) "SEMCO" HOLD DOWN ANCHOR (MTS278) AT EACH END OF SHEAR WALL SEGMENTS. NEW EXTERIOR WALLS SOUTH ELEVATION 1/4" = 1'-0" WD. SLEEPERS U rOND Firm Name and Address ANTHONY G. I - FL AR - 001 3650 HOLLY JACKSONVILLE, PHONE: 731 - GENERAL 1.) HIDDEN LINES INDIC AREAS TO BE REMC 2.) SHADED AREAS INDI AND COLUMNS TO I 3.) CONTRACTOR SHALL DIMENSIONS ON SITI THE START OF CON`. 4.) REMOVE AND REPLA WINDOWS WHERE IN[ PLANS WITH NEW IM INSULATED DOUBLE 5.) NEW SECOND FLOOF MATCH ELEVATION 01 CONTRACTOR TO VEF SETTING FINAL PLATE 6.) HARDI-BOARD SIDINC EXISTING SIDING TO WHERE INDICATED Ol' 7.) EXISTING ENTRY POF REMAIN. 8.) All WINDOWS HEADEF TO MATCH EXISTING OTHERWISE NOTED. 9.) All EXTERIOR WALLS 16" O.C. PLATE HE AS NOTED ON PLAN (SEE STRUCTURAL). 10.) VENT DRYER TO EX 11.) REPLACE EXISTING I ROOF SHINGLES WITF STANDING SEAM ROOT 12.) EXISTING GARAGE DI 13.) EXISTING EXTERIOR BE RELOCATED AND NECESSARY TO FIT N 0 PERMIT ISSUE D REVIEW ISSUE C REVIEW ISSUE B REVIEW ISSUE A PRELIMINARY PLAI No. Revision/Issue Project Name and Address LOFF RESIDENCE ADDITIONS/RENO 1057 BEACH AV ATLANTIC BEACH 32082 DRAWN BY: AGL DATE: 2-22-05 SCALE: 1/4" SHEET: IJ EL = 29-6 *E L = 21'-2" FIN. FLOOR *E L = 0" FIN. FLOOR EL = 8'-9 1/, EL =0'-0" FIN. FLOOR A I� LEGEND C� EXISTING WALLS WALLS TO BE REMOVED NEW INTERIOR WALLS — SHEAR WALL — ONE SIDE ONLY PROVIDE (1) "SEMCO" HOLD DOWN ANCHOR (MTS278) AT EACH END OF SHEAR WALL SEGMENTS. ® NEW EXTERIOR WALLS LONGITUDINAL SECTION EL = 18'-6" I TOP OF T I I EL TOP OF DECK I EL = 8'-9 1/4" I EL =0'-0" I FIN. FLOOR I F r Firm Name and Address NTHONY G. FL AR - 00 3650 HOLLY JACKSONVILLE PHONE: 731 - GENERAL 1.) HIDDEN LINES IN[ AREAS TO BE REI 2.) SHADED AREAS IP AND COLUMNS TC 3.) CONTRACTOR SHA DIMENSIONS ON S THE START OF CC 4.) REMOVE AND REP WINDOWS WHERE PLANS WITH NEW INSULATED DOUBLI 5.) NEW SECOND FLO, MATCH ELEVATION CONTRACTOR TO V SETTING FINAL PLS 6.) HARDI—BOARD SIDI EXISTING SIDING Tt WHERE INDICATED 7.) EXISTING ENTRY P REMAIN. 8.) All WINDOWS HEAD TO MATCH EXISTINi OTHERWISE NOTED. 9.) All EXTERIOR WALL 16" O.C. PLATE f AS NOTED ON PLA (SEE STRUCTURAL) 10.) VENT DRYER TO I 11.) REPLACE EXISTING ROOF SHINGLES WI STANDING SEAM RC 12.) EXISTING GARAGE 13.) EXISTING EXTERIO1 BE RELOCATED AN[ NECESSARY TO FIT 00 PERMIT ISSL D REVIEW ISSL REVIEW ISSU B REVIEW ISSU A PRELIMINARY PL No.I Revision/ISSN ftm Project Name and Address LOFF RESIDENC ADDITIONS/REN 1057 BEACH A ATLANTIC B EAC 32082 SHE 1 A-5 i niw rLVVK ELECTRICAL PLAN FIXTURE SCHEDULE TYPE DESCRIPTION TYPE DESCRIPTION $ ONE—WAY SWITCH � FLOOD LGT'S (W/TIMER OPTIONAL) VAPOR PROOF RECESS LGT. CEILING EXHAUST FAN/ LIGHT PROPANE GAS OUTLET SMOKE DETECTOR (115V) CABLE TV JACK TELEPHONE JACK FLUORESENT LIGHT $3 THREE—WAY SWITCH 0 V -�}- PENDANT/SURFACE MTND. LGT. AFI_ --- WALL LIGHT o-- ® RECESSED LIGHT =39r DUPLEX RECEPTACLE -'QGFI GROUND—FAULT INTERUPT RECEPT. Y 1/2 SWITCHED RECEPTACLE SPECIAL PURPOSE RECEPT (220V) F CEILING FAN PENDANT/BAR LIGHT O JUNCTION BOX (LGT—OR—FAN) op LO DISC. SWITCH (EQUIP.) WALL SCONCE Ro. FLOOR OUTLET TRACK LIGHT NQ Firm Name and Address ANTHONY G. LAMELL, AIA FL AR - 12012 3650 HOLLY GROVE AVE. JACKSONVILLE, FL 32217 PHONE: 731 -1668 GENERAL NOTES 1.) HIDDEN LINES INDICATE WALLS & AREAS TO BE REMOVED. 2.) SHADED AREAS INDICATE NEW WALLS AND COLUMNS TO BE INSTALLED, 3.) CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE PRIOR TO THE START OF CONSTRUCTION. 4.) COORDINATE ALL SITE AND LANDSCAPE LIGHTING WITH POOL AND ELECTRICAL SUB—CONTRACTORS. 5.) REVISE ALL EXISTING SWITCHES AND ELECT. FIXTURES AS NECE PER CODE AND GENERAL REQUIREMENTS. 0 I PERMIT ISSUE 12/22/05 B I REVIEW ISSUE 11/04/05 A I PRELIMINARY PLANS 15/15/04 No.I Revision/Issue I Date Registered Professional Seal Project Name and Address LOFF RESIDENCE ADDITIONS/RENOVATIONS 1057 BEACH AVENUE ATLANTIC BEACH, FL 32082 b 0, s N 4 �r 4'-I" 25'-1" 6'-5" I 24"x24"x12" FOOTING WITH (2) "5's EACH WAY AT EACH COLUMN ILOCATION. 3(o"x 3(o"x 12" FOOTING w/ (3) 05's EACH WAY. F 7 F I I'- 5" 5'-8" 50'-0" G S-1 3�0 "x 311 12 FOOTING W/ (3) "5's EACH WAY. I � ............... ....:................... 6'-5" ..N .m l� I I _O NEW 4" CONC. SLAB WITH &x& im/fe WWM OR FIBERMESH OVER (o MIL VAPOR BARRI :R COVERING CLEAN, COMPACT, TREATED FILL. "5 DOWELS at 4a"o.c. EPDXY 4" INTO EXISTIN l2) "5 DOWELS AT SLAB AND EMBED 12" INTOFOOTING LEVEL. KI 111 SLAB TYPICAL. I� -1 F F 1 L_ J 3�Foo�N�12 (2) "5 DOWELS AT ----,w/ (3) 05's 3(o"x 3(ol' c 1211 C2) "5 NG DOWELS AT FOOTING LEVEL. w EACH WAY FOOTING � FOOTING LEVEL. (TYPICAL) x 1211 W w/ (3) 05's (TYPJ 4a"x 4a - CUT fNTO tk - EACH U'AY. FOOTING _ u EXISTING FOOTING. I .......... w/ C4) "5's Q D CUT INTO EACH WAY. am w EXISTING FOOTING. GUT INTO e`� Q ERIFY FOUNDATION . . u� REQUIREMENTS FROM EXISTING FOOTING. �4 � (r ELEVATOR Q > MANUFACTURER. •. •. •. •. •. •. •. . ..... . I I I i -- fD EW...24.x12.. I J o .... ...... ... ... : ...FOOTING WITH N W Z (3) S CONT. J ow z-� wm w :..:.....................:..:. _...................................... :.:...... zea ------ — m .. It it 11 \' J 48x4ax12 PAD FOOTING 5 -5 — — w/ (4) 05's .......................... .: EACH WAY. .... VERIFY EXISTING INTERIOR BEARING FOOTING LOCATIONS. = ADD NEW 24" WIDE x 12" DEEP _ FOOTING w/ (3) 05's CONT. AS uu REQUIRED. ..............: 2) "5 DOWEL$ AT FOOTING LEVEL. (TYP.) 1 — — "5 DOIUELSAT At - (2)A s I I FOOTING LEVEL. i - i 4 L � 3C, "x 36"x 12" 4a"x 4a"x 12" FOOTING FOOTING ! ......................: w/ (3) "5's w/ (4) 05's !n EACH WAY CUT INTO EACH WAY CUT E EXISTING FOOTING. INTO EXISTING FOOTING.._.•_.....,.. E �I I SIMILAR DETAIL) I ;I nn�i�gT n„ r►� — .— — — — — — I-rn n++�,+.+ n-r� n.l.� r„ i,� — — — —AL — — ...r...lq„ nq.,,ppol� NOTE: ALL NEW FOOTINGS CUT INTO EXISTING SHALL HAVE "5 DOWELS AT 24"O.C. EPDXIED INTO SURROUNDING SLAB ON ALL SIDES. DOWELS SHALL BE EPDXIED 4" INTO EXISTING SLAB AND EMBEDDED ro" MINIMUM INTO NEW FOOTING. I s 4 FOUNDATION PLAN PLAN FOR STATE APPROVAL THIS FOUNDATION PLAN IS FOR STATE SUBMITTAL ONLY. DO NOT USE FOR CONSTRUCTION. STEEL COLUMN BASEPLATE 5ASEEXISTING GARAGE SLAB PDXIE MATCH EXISTIN ATE ANCHORS EPDXIED INTO FOOTING, GARAGE CURB EMBED MIN. roll INTO HEIGHT. MAIN FOOTING. GRADE ==M -t-ff Q a a r� , III it II 48 x 48 x 12 FOOTING WITH (4) "5's EACH WAY, SECTION A -A 11,_10„ 2,_3„ CABANA FOUNDATION PLAN 4 �i LL ..N .m l� I I _O NEW 4" CONC. SLAB WITH &x& im/fe WWM OR FIBERMESH OVER (o MIL VAPOR BARRI :R COVERING CLEAN, COMPACT, TREATED FILL. "5 DOWELS at 4a"o.c. EPDXY 4" INTO EXISTIN l2) "5 DOWELS AT SLAB AND EMBED 12" INTOFOOTING LEVEL. KI 111 SLAB TYPICAL. I� -1 F F 1 L_ J 3�Foo�N�12 (2) "5 DOWELS AT ----,w/ (3) 05's 3(o"x 3(ol' c 1211 C2) "5 NG DOWELS AT FOOTING LEVEL. w EACH WAY FOOTING � FOOTING LEVEL. (TYPICAL) x 1211 W w/ (3) 05's (TYPJ 4a"x 4a - CUT fNTO tk - EACH U'AY. FOOTING _ u EXISTING FOOTING. I .......... w/ C4) "5's Q D CUT INTO EACH WAY. am w EXISTING FOOTING. GUT INTO e`� Q ERIFY FOUNDATION . . u� REQUIREMENTS FROM EXISTING FOOTING. �4 � (r ELEVATOR Q > MANUFACTURER. •. •. •. •. •. •. •. . ..... . I I I i -- fD EW...24.x12.. I J o .... ...... ... ... : ...FOOTING WITH N W Z (3) S CONT. J ow z-� wm w :..:.....................:..:. _...................................... :.:...... zea ------ — m .. It it 11 \' J 48x4ax12 PAD FOOTING 5 -5 — — w/ (4) 05's .......................... .: EACH WAY. .... VERIFY EXISTING INTERIOR BEARING FOOTING LOCATIONS. = ADD NEW 24" WIDE x 12" DEEP _ FOOTING w/ (3) 05's CONT. AS uu REQUIRED. ..............: 2) "5 DOWEL$ AT FOOTING LEVEL. (TYP.) 1 — — "5 DOIUELSAT At - (2)A s I I FOOTING LEVEL. i - i 4 L � 3C, "x 36"x 12" 4a"x 4a"x 12" FOOTING FOOTING ! ......................: w/ (3) "5's w/ (4) 05's !n EACH WAY CUT INTO EACH WAY CUT E EXISTING FOOTING. INTO EXISTING FOOTING.._.•_.....,.. E �I I SIMILAR DETAIL) I ;I nn�i�gT n„ r►� — .— — — — — — I-rn n++�,+.+ n-r� n.l.� r„ i,� — — — —AL — — ...r...lq„ nq.,,ppol� NOTE: ALL NEW FOOTINGS CUT INTO EXISTING SHALL HAVE "5 DOWELS AT 24"O.C. EPDXIED INTO SURROUNDING SLAB ON ALL SIDES. DOWELS SHALL BE EPDXIED 4" INTO EXISTING SLAB AND EMBEDDED ro" MINIMUM INTO NEW FOOTING. I s 4 FOUNDATION PLAN PLAN FOR STATE APPROVAL THIS FOUNDATION PLAN IS FOR STATE SUBMITTAL ONLY. DO NOT USE FOR CONSTRUCTION. STEEL COLUMN BASEPLATE 5ASEEXISTING GARAGE SLAB PDXIE MATCH EXISTIN ATE ANCHORS EPDXIED INTO FOOTING, GARAGE CURB EMBED MIN. roll INTO HEIGHT. MAIN FOOTING. GRADE ==M -t-ff Q a a r� , III it II 48 x 48 x 12 FOOTING WITH (4) "5's EACH WAY, SECTION A -A 11,_10„ 2,_3„ CABANA FOUNDATION PLAN T W v a Lo W Wm EO cM �z �w EL W � u- u- F-�'-I W ( FL. CERT. #: 25846) 2955 HARTLEY RD., SUITE 202 JACKSONVILLE, FL . 32257 Ph. (904) 886-2401 Fax (904) 260-4367 jhulseng@bellsouth.net SCALE: : 14 „ 1, _oh oh• U.O.N. • DO NOT SCALE THIS DRAWING RELEASE DATE: 02-22-05 REVISION DATE: 00-00-00 DRAWN BY: DJM II CHECKED BY: FSS SHEET: �i LL [1- z cy) Z rrr I `^ U Q w m U_ z Z Q Q � J Q i- Z Z o w W p I_ Q �= 0 Z U Q � Q 0 Q ui ZZ LL o::) L1. Lf EL o 0 0 � LL W O 0 T W v a Lo W Wm EO cM �z �w EL W � u- u- F-�'-I W ( FL. CERT. #: 25846) 2955 HARTLEY RD., SUITE 202 JACKSONVILLE, FL . 32257 Ph. (904) 886-2401 Fax (904) 260-4367 jhulseng@bellsouth.net SCALE: : 14 „ 1, _oh oh• U.O.N. • DO NOT SCALE THIS DRAWING RELEASE DATE: 02-22-05 REVISION DATE: 00-00-00 DRAWN BY: DJM II CHECKED BY: FSS SHEET: w_ [1- z cy) Z rrr I `^ Ld � N w rn � W 0 Z T h W 0- ILL W T W v a Lo W Wm EO cM �z �w EL W � u- u- F-�'-I W ( FL. CERT. #: 25846) 2955 HARTLEY RD., SUITE 202 JACKSONVILLE, FL . 32257 Ph. (904) 886-2401 Fax (904) 260-4367 jhulseng@bellsouth.net SCALE: : 14 „ 1, _oh oh• U.O.N. • DO NOT SCALE THIS DRAWING RELEASE DATE: 02-22-05 REVISION DATE: 00-00-00 DRAWN BY: DJM II CHECKED BY: FSS SHEET: GENERAL DESIGN CRITERIA: STEEL: 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings, Codes: g (latest editions). 2001 Florida Building Code, ASCE 7-98, ACI, RITC, NDS, AWPA, APA, (Latest addition U.O.N). a. Welded connections ----------------------------------------------- AWS D1.1 U GENERAL NOTES: b. Anchor bolts & threaded rods----------------------------------- ASTM -F-1554, GRADE 36 c. Structural steel shapes, plates, etc. shall conform -------- ASTM A-36 1. It is the intent of the Engineer of Record that this work be in conformance with all requirements of the authorities having jurisdiction over this type of construction and occupancy. All contractors are responsible for the means and methods of constructing and shall do their work in conformance with all applicable codes and regulations. ROOFING: 2. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. 1. Roofing shall comply with 2001 FBC Chapter 15. U es openings, 2. As halt shingles shall be designed for the applicable wind zone of the structure. 3. Contractor shall supply, locate and build into the work all inserts, anchors, angles, platp sleeves, hangers, slab depressions, and pitches as may be required to attach and accommodate other work. 3. Follow the manufacturer's attachment schedule for the wind zone of the structure. 4. These documents, as instruments of service are the property of the Engineer of Record and may not be used or reproduced W without expressed written consent of the Engineer of Record. 4. Asphalt shingles shall comply with ASTM D 3161. 5. All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any MASONRY: similar situation elsewhere in the work except where a different detail is shown. 6. The owner will provide contractor with a soil's investigation report and analysis. All requirements for site preparation 1. All masonry work shall be in accordance with ACI 530 /ASCE 5/ TMS 402 Masonry Building Code. � and soil compacting specified in the soil report shall be followed unless additional more stringent requirements are W specified. Notify Engineer of Record if foundation conditions encountered differ from soil exploration information made available 2. Concrete masonry units shall be ASTM C90-75, Hollow Load -Bearing Concrete Masonry Units, Type 1, o to the contractor. Grade N-1, normal weight, with a minimum compressive strength of 2000 psi (f m=1500psi). a W U 7. It is the contractor's sole responsibility to determine erection procedure and sequence to insure the safety of the building 3. Mortar shall conform to ASTM C270 and be of Type S. w o and its component parts during erection. 4. Grout when specified. shall conform to ASTM C 476 with minimum 28 day compressive strength of 2000psi. 8. Temporary bracing: Grout shall be mixed to provide a slump between 8" to 11 ". a Contractors shall be responsible for all temporary bracing that is required during construction Z z (a to keep structure safe and plumb until the entire structure is in place. Bracing 5. Provide pre cast concrete lintels over all openings unless noted otherwise on drawings. shown on structural drawings is for the completed structure only. Lintels shall be of sufficient size and reinforcement for the given span loading conditions. --tt 9. Where subsurface soil condition information is not available, foundations have been designed for a 2000 psf soil bearing capacity. Zcy Contractor shall report any differing conditions to the Engineer of Record prior to commencing work. FRAMING: L-L� 1. Chapter 23 of the 2001 FBC building code shall be used for all wood framing, except as modified - CONSTRUCTION NOTES: by the plans and specifications. ...... Uj �un CN CONCRETE: 2. All wood framing shall be fabricated and installed per ALTC, TPI, and National Design W Specifications for Wood Construction. Z ® o 1. All concrete shall have the following minimum compressive strength at 28 days: f.. -I z slab on rade, footings, and remaining concrete------------------------------------fc=2500 si a g g 9 p 3. All framing anchors and connectors noted on drawings shall be manufactured by Simpson or equal. Q JJ J_ LL All concrete slabs on rade shall be the thickness as indicated on the drawings over minimum 6 mil. polyethylene (visqueen) vapor 4. All wood members exposed to weather or in contact with masonry, concrete or soil shall be pressure -treated. w 2. g barrier. Such slabs shall be reinforced with 6x6 W1.4 x 1.4 WWM lapped 8" at edges and ends in conformance with ASTM -A 185, or Fiber mesh Reinforcement shall be used with minimum 2" fiber length at 1 LB/CY complying with ASTM C 1116. 5. Contractor shall prc�ide all fastening devices necessary and suited for each application.Uj Fastening subject to moisture shall be hot -dip galvanized to ASTM 153-80. a 3. Fill under concrete slabs shall be clean sand free of debris and other deleterious material. Fill shall be compacted to a Lr density of at least 95% of Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite 6. All metal connections and fabrications shall comply with A.I.S.C. specifications. W n Cr poison before slab is placed. = z 7. Prefabricated structural trusses shall comply with NFPA National Design Specifications for LL 4. Footings shall bear upon undisturbed soil or upon soil compacted to a density of at 95% of Modified Proctor Maximum Wood Construction, TPI Design Specifications for Metal Plate Connected Wood Trusses, and AITC 100. } o. Dry Density (ASTM D1557) for a depth of at least two feet. (2') below the bottom of the footing. WW E: 8. All trusses shall be designed and certified by Truss Manufacturer's registered Engineer. U_ 5. Where shown, cores of block masonry shall be filled with coarse grout or pea gravel concrete with minimum compressive strength of 2500 psi at 28 days. 9. Contractor shall coorcinate with truss manufacturer to ensure adequate bearing is provided at 6. Reinforcing steel shall be ASTM A615 Grade 40 deformed new billet steel end reactions of all girder trusses. FL. ERT. :25846 2955 HARTLEY RD., conforming to AC1301, AC1315, AC1318 and CRSI Manual of Standard Practice, 10. Truss manufacturer shall submit shop drawings and design notes with an engineer's seal for approval. SUITE 202 (latest editions). Design notes to include the rated load capacity of the truss to truss connectors, and manufacturer's license JACKSONVILLE, FL, to fabricate trusses utilizing the connectors stem proposed. The contractor shall approve fabrication and 32257 7. All continuous vertical and horizontal reinforcing steel in footings, beams and g Y P P pP columns shall be lap spliced a minimum of 36 bar diameters or 24", whichever is greater. installation drawings showing size, shape and 1ayout. Ph. (904) 886-2401 Fax (904) 260-4367 8. The following minimum concrete cover shall be provided for reinforcement: 11. Bracing of trusses during erection installation shall comply, with TPI HIB 91. jhulseng@bellsouth.net 3" --------------Concrete cast against and permanently exposed to earth. SCALE: 2" --------------Concrete exposed to earth or weather, #6 Bar and larger. 12. All prefabricated wood trusses shall be securely fastened to their supporting walls or beams with N/A 1 1/2" ---------Concrete exposed to earth or weather, #5 Bar and smaller. hurricane clips or anchors as noted in the Truss Connector Schedule. • u.O.N, 1 1/2" ---------Concrete not exposed to weather or in contact with earth for the primary reinforcement, • DO NOT SCALE ties, stirrups, and spirals in beams and columns.13. At volume ceiling conditions, align trusses to provide a smooth, unbroken interior wall surface from floor to ceiling. THis DRAWING RELEASE DATE: 9. Horizontal beam and footing bars shall be bent 25" around corners or corner bars with a minimum 25" 03-25-03 lap. (U.O.N.) REVISION DATE: 10. Contractor shall provide spacers, chains, bolster, etc., necessary to support reinforcing steel. 08-17-04 Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. DRAWN BY: 11. All reinforcing details shall conform to Manual of Standard Practice for detailing reinforced concrete CF/ DJM II structures ACI 315 (latest edition), unless detailed otherwise on the structural drawings. CHECKED BY: 12. All concrete work shall be in accordance with "The Building Code Requirements for Structural Concrete", � KH ACI 318 (latest edition), and "Specifications for Structural Concrete for Buildings" ACI 301 (latest edition). SHEET: BRICK VENEER WITH 1" AIR SPACE AND WALL TIES AT 16"oc. VERT. AND AT PLICE IN UPPER PLATE STRUCTURAL NOTES 32" oc HORIZONTAL. I. ALL LAPS IN TOP PLATE OF BEARING Kk-L5 SHALL BE NOTES ON THREADED ROD IN5TALLATION: A MINIMUM OF 4'-0" AND NAILED WITH 12- 1&1 COM WEEP HOLES ®48"oc. MINIMUM 12- 16d or NAIL5 OR Ib- 3"x.101" GUN NAIL5. 1) RODS REQUIRE A MINIMUM LENGTH OF (1) BAR DIAMETER THREADED INTO COUPLING. GALV. FLASHING 16- .131 " x 3" IN THIS 2. ALL GABLE ENDS SHALL BE BALLOON FRAMED OR BRACED PER DETAIL. 2) MULTIPLE ROD5 MAY BE CONNECTED WITH COUPLING TO FORM ONE ROD. •� : SPLICE IN LOWER PLATE ZONE (TOTAL) .131 " x 3" 0 8"OC. / 3. ALL 5HEARWALL5 SHALL BE NAILED AT 3" or- OR 6" oc. 2x PT SILL - rrR 1' DOUBLE PLATE NAIL w 1/2" ROD ASSEMBLY AT NOTED SPACING (A5 NOTED) ON ALL EDGE5 AND 12" oc. INTERMEDIATE 3) THE NUT AT THE TOP SHALL BE SNUGGED WITH THE ROD STRAIGHT AND THEN ONE CLEAN COMPACTED FILL STAGGERED W 8d COM NAILS N.O.NJ BLOCK ALL UNSUPPORTED AND EMBEDMENT 4' or GREATER EDGE5 WITH 2x4 FLAT W15E BLOCKING. 5HEARWALL5 ADDITIONAL FULL TURN OF THE NUT SHALL BE APPLIED TO ACHIEVE PROPER TENSION. 1 #5 CONT. SHALL BE 15/32" GDX OR 1/16"055. N.O.N.) LU I I 4" CONC. SLAB 2500psi w/ $ MIN. SPLICE ROD CENTERED ON DOUBLE 4) THE MAXIMUM 5PAGING OF ANGHOR BOLTS ON EXTERIOR WALL5, ON THE SILL PLATE +1-�--1 TOP PLATE NAILED TOGETHER AT 61 w/ 12d GUN NAILS (.131x 15 60" oc. THEREFORE IF RODS ARE SPACED GREATER THAN 5'-0" THEN ADDITIONAL FIBERMESH OR 6x6-10/10 WWM STU 4. HEADER STUDS AND HEADER CRIPPLES SHOULD BE - 4 TOP JOINTS OR ROD ON 3") 5TA66ERED. ANCHOR BOLTS NEED TO BE INSTALLED. 1/2" EPDXIED ANCHORS (5" EMBEDMENT) 2- 2x_ TOP PLATE 5. ALL WINDOW AND DOOR COMPONENTS MUST BE DE516NED w/ I" WASHER MAY BE USED FOR 1/2 x 10' ANCHOR BOLTS IN THIS APPLICATION. V EACH SIDE WITHIN 1 2" OF TO WITHSTAND THE DESIGN WIND LOADS. _ -I 65MCON�OR BARRIER 2x_ STUDS NAI}LED TO EACH ROD WITHIN 6" OF BOTTOM 6. ALL GONNEGTORS ARE Simpson OR EQUAL. N.O.N.) 5) THE TOLERANCE ON ROD PLACEMENT SHALL BE +/- 6". -1-1 I-1 I- JOINT. III -III I1-1 � I-' CLEAN, TREATED, COMPACTED FILL OTHER w/ .131" x 3" 0 6"oc. DOUBLE PLATE JOINTS. 7. FOUNDATION DESIGN 15 BASED ON MINIMUM SOIL = = = STAGGERED BEARING CAPACITY OF 2,000 psf. 6) MINIMUM EMBEDMENT FOR ANCHOR BOLTS OR THREADED RODS INTO FOUNDATION _ 8" CMU STEMWALL w/ 1#4 VERTICAL ALT: IF ROD IS GREATER SHALL BE 7" MINIMUM, I I�I GRAD -III= A7 48" OC. AND ALL CORNERS, w ^ TYPICAL THICKENED EDGE FOOTING THAN 6" FROM JOINT- ADD !�! / [ ' -1) SHOULD A HEADER LENGTH EXCEED 46", INSTALL 55T- 5PH4�6 or 55T- L5TAI5 ^ 2" 12" HOOK AT SLAB AND 6" HOOK ���+++ SIMPSON SSP AT JOINT. STRAP FROM HEADER TO TOP PLATE AT 32"oc. v , //7-ROD HREADED ROD ME -1 AT FOOTING.MBLY AS NOTEDBLOCKING OR SOLID (MIN. (3) 12" ��BLOCKS) NAILED w/ 4- .131" x 3" 19/32 CDX SHEATHING NAILED AS PE (N BOLT WITHIN NAILSNAILING SCHEDULE2" ON EACI[ SIDE F BREAK 2x_ STUDS v r r"T&GSTURDI-FLOOR CONVENTIONAL FRAMING AS NOTED DECKING NAILED AT 6"oc.4- 131" x 3" NAILS AT EACH ON EDGES AND 12"oc. IN CUT CUT LENGTH SHALL BE 36" • ROOF SHINGLES OVER 15# FELT I THE FIELD, USE 6d RING LENGTH FOR 16" DEEP JOIST BLOCK J A TYPICAL STEMWALL w/ BRICK VENEER SHANK OR SCREW SHANK. 8d COMMONS MAY ALSO BE" ROD PLACED WITHIN 12" OF NOTE: IF STEMWALL WALL EXCEEDS 48" CONTACT ENGINEER USED. EACH SIDE OF CORNERS OF RECORD FOR ADDITIONAL DESIGN REQUIREMENTS, LOOR BEAM AS NOTED ILL PLkTE BREAK TYPICAL FRAMING OF CORNERS AND PLATE LAPS 2x PT SILL Provide minimum 1" 1/2" ROD ASSEMBLY AT NOTED SPACING end distance Simpson Strong -Tie NAIL wt 11 - 10d COM CS16 AT 32" OC. IN EACH END LENGTH 4" CONIC. SLAB 2500psi w/ ( TOP AND BOTTOM) FIBERMESH OR 6x6-10/10 WWM H TYPICAL 2 -STORY BETWEEN FLOOR STRAPPING AT WALL OVER BEAM - :::. 4' TRUSS M1.1 .1 HURRICANE ANCHOR AT EACH TRUSS1 LAYER 5 PDRYWALL ' ' O ( SEE SCHEDULE ) ) ON RESILIENT CHANNELS INSTALL SIMPSON SPH4 CLIPS AT 32" O.C. UL P522 2x4 SPF #2 STUDS AT 16" OC. (2) 2x4 SYP DOUBLE TOP PLATE (SEE STUD TABLE FOR SIZES ORNICE DETAIL AS ---I AND SPACING AT VARIOUS HEIGHTS) PER BUILDERS SPECS 7/16" OSB SHEATHING NAILED 6"oc. ON EDGES 5/8" TYPE "X" DRYWALL < & 12"oc. ON INTERMEDIATE SUPPORTS w/ 8d BOX NAILS ONE HOUR FIRE RATED -UL U356 ]<Q UNLESS OTHERWISE NOTED ON SHEARWALL LAYOUT%" T&G STURDI-FLOOR SHEATHING GLUED LU 11 111 111 1- #5 CONT NOTE: THIS TABLE APPLIES TO STRUCTURES WITH MEAN ROOF HEIGHT LESS THAN 25' AND r AND NAILED; w/ 6d COM OR RING SHANK at 6' Z /-3-16d COM ® EA. CONSTRUCTED IN WIND ZONE OF 120 MPH OR LESS AND MIN. 3/8" SHEATHING. � ON EDGES AND 12"oc. IN FIELD. (TYPICAL) p X LU 8" CMU STEMWALL w/ 1 #4 VERTICAL S III -III -III_' CLEAN, TREATED, COMPACTED FILL BLOCK (TYP.) 3/4" STUCCO FI" "" a V� • = � = - � '---SPF STUD GRADE MAY BE USED ON 8' OR LESS NOMINAL PLATE HEIGHTS ON SINGLE NIS (1) LAYER 5/8TYPE DRYWALL G - n / TORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS. O N RESILIENT CHANNELS - AT 48" OC. AND ALL CORNERS, w/ BOTTOM OF SLAB 3-12d COM (TYP.) UL L534 U U- 12" 12" HOOK AT SLAB AND 6" HOOK 2X4 PT SILL MIN. . - :•. `�; ' AT FOOTING. 3" 1 " MIN. INTERIOR BEARING FOOTING " LU O 1/2 THREADED ROD ASSEMBL`I' 2x4 BLOCKING ® 12"oc. (U.O.N.) (2) 2x4 SYP DOUBLE TOP PLATE STRAP WALL STUDS BETWEEN FLOORS AT 32"0. 12' SPACED AS NOTED #5's CONTINUOS WITH SIMPSON CS16 STRAPS ( 44" LENGTH) NAI • PLUMBING WASTE LINE LEDGER SHEARWALL TO EACH STUD WITH ODI 10d COM NAILS. �. Eli ( SIMILAR TO DETAIL "H") I a - EXISTING ROOF TRUSS CUT AS 7 TYPICAL INTERIOR SHEARWALL TO TRU55 CONNECTION REQUIRED TO REMAIN STRAP WALL STUD TO BEAM PER DETAIL "H" ,' _ BTYPICAL STEMWALL 4" MIN. BOTTOM OF SLAB M THREADED ROD ASSEMBLY (SEE DETAIL) NEW MULTI -PLY BEAM AS NOTED - NOTE: IF STEMWALL WALL EXCEEDS 48" CONTACT ENGINEER 3„ INTERIOR BEARING FOOTING 2-2x- RAI5ED HEADER/BEAM HURRICANE CLIP _` C 4 } `n G, w/ I/2" SPACER BETWEEN MEMBERS OF RECORD FOR ADDITIONAL DESIGN REQUIREMENTS. 12" #5's CONTINUOS vj 4" CONCRETE SLAB w/ PLUMBING WASTE LINE (21) 16d COM NAILS IL 6x6, 10x10 WWM OR _ SIMPSON PA 51 EMB. STRAP FIBERMESH REINF. LOWER REBAR AND FOOTING IN THIS AREA (MIN) GARAGE SLAB THICKENED EDGE ', O • •. IF NECESSARY // 91 /f I� .a.: a STEMWALL EXISTING FRAMED WALLS 1 LAYER 5 8 TYPE X DRYWALL <d O / L .<. STEMWALL FOOTING THREADED ROD ASSEMBLY (SEE DETAIL) 6 MIL VAPOR BARRIER OVER PLUMBING PENETRATING INTERIOR BEARING FOOTING , ON RESILIENT CHANNELS r , TREATED & COMPACTED FILL w tri ' (1) 5's CONT. r (2) 2x__ HEADER/BEAM UL L534 LLi ,.. I/2" SPACER BETWEEN MEMBERS 0- LC C TYPICAL NON-BEARING STEP FOOTING - - N 3" x 3" x y8" WASHER 2 X 4 STUD T Ik ALIGN w/ RAFTER ® a r CONVENTIONAL FRAMING AS NOTED a ' a O OD ATTACHMENT TO HOEDOWN TO BEAM AT OPENING LL LESS THAN ROOF SHINGLES OVER 15# FELT I I d-I�- _ -� �LL 43" SHALL USE (1) KING #4 BENT INTO FOOTING AND Q REFER TO WALL SECTION FOR TYPICAL ANCHORS & (1) CRIPPLE THICKENED EDGE OPENINGS BETWEEN I I USE SIMPSON �: 43" - 8'-0" SPH% OR 19/32 CDX SHEATHING NAILED AS PER STRAP STUD TO J LL 1 #s CONT, SHALL USE (2) KING STUDS I I SIMPSON LSTA18 #4 VERT. -TYPICAL- `. & (2) CRIPPLES. STRAP AT 32"oc. NAILING SCHEDULE DOUBLE PLATE 4" CONC, SLAB 2500psi w/ II (U.O.NJ NOTE: ON HEADER I #5 CONT, W/ SIMPSON w FIBERMESH OR 6x6-10/10 WWM IF OPENINGS EXCEEDS 8'-0" I TYPICAL STRAPPING (UNO) I GREATER THAN <50' MIN> MTS12 IN WIDTH SEE PLAN. I 48" (U.O.N.) 2x4 LOOKOUTS 3" X 3" X 1 /4" WASHER & 1 /2" NUT (TYPICAL) AGEMENT OF 51MP50N PA51 EMB. STRAP N ®48"oc. FOR OVERi'ANG )¢" THREADED ROD l 1 W ASSEMBLY WITHIN 6" (1) LAYER 5/8" TYPE "X" DRYWALL C\ OF KING s7uDs. GABLE END WALL HURRICANE ANCHOR AT EACH TRUSS ON RESILIENT Lr ( ) G CLEAN, TREATED, COMPACTED FILL I I 1i" ANCHOR BOLT or SEE SCHEDULEESIL ENT CHAN E S WUL P522 W Cr '' I i 1YZ" x 7" EPDXIED I I m a; SIMPSON LTP4 2 2x4 SYP DOUBLE TOP PLATE QQ J NOTE: ANCHOR SHALL BEREFER TO WALL SECTION FOR FOOTING SINGLE SILL IS INSTALLED IF HEADER / CLIP AT 48"oc11ACCEPTABLE FOR I I LENGTH EXCEED 5'-0"OPENINGS UP TO 2x4 SPF #2 STUDS AT 16 OC = z 5'-1" WIDTH DOUBLE PLA I I � AND (SEESTUD SPACING TABLE AT VARIOOR SIZES US HEIGHTS) ORNICE DETAIL AS �/� Y ILL. STUDSat I6"o . PER BUILDER'S SPECS TYPICAL FOUNDATION IN GARAGE D s) I I I RE 7/16" OSB SHEATHING NAILED 6"oc. ON EDGES 5 8" TYPE "X" DRY LL & 12 oc. ON INTERMEDIATE SUPPORTS w/ 8d BOX NAILS ONE HOUR FIRE RATED DRYWALL LLU356 U_ TYPICAL HEADER STRAPPING GABLE END FRAMING FOR PLATFORM FRAMING UNLESS OTHERWISE NOTED ON SHEARWALL LAYOUT U, J P W T&G STURDI-FLOOR SHEATHING GLUED AND NAILED; w/ 6d COM OR RING SHANK at 6"oc. ON EDGES AND 12"oc, IN FIELD. ( . CERT, : 25846 Nox 2 or Bt. PF16" o.o. 3/4" STUCCO FINIS 1/2" ROD ASSEMBLY AT NOTED SPACING AND EMBEDMENT 1/2" NUT (TYPICAL) 1/2" THREADED COUPLING 2955 HARTLEY RD., 3" x 3" x 1/4" WASHER (TYPICAL) 2X4 PT SILL SUITE 202 / 2x4 FLATH15E LOOKOUT ® 48" (2) 2x6 SYP DOUBLE TOP PLATE JACKSONVILLE, FL. ac. FOR ovERHANG 4" CONCRETE SLAB w/ NOTE: IF THE INTERIOR PITCH OF A VAULTED CEILING 32257 .5 6x6, 10x10 WWM OR H2A CLIP (TYPICAL FIBERMESH REINF. (1) LAYER 5/8" TYPE "X" DRYWALL 6 MIL AEXCEEDS 1/2 OF THE EXTERIOR PITCH DO 10 USE IO L � ADED2x6 SPF 2 STUDS AT 16" OC.' ON RESILIENT CHANNELS Ph. (904 886-2401 TREATED& COMPACTEDILASNOTED O LAYOUT � # THIS DETAIL. THE GABLE WALL SHALL BE BALLOON FRAMED. (SEE STUD TABLE FOR SIZES UL L534 Fax 904 260-4367 4 .. ° •� •,. ' + :• i •'. ,a : 5TUD5 ®I6"oc. AND SPACING AT VARIOUS HEIGHTS) 1' YR' A30-1 GAL\/. THREADED (5)- IOd IN RAFTER- jhulseng@bellsouth.net ODMIN. I" SPACE BETWEEN TOP I ST 8" - OF STUD AND Ist NAIL. COIL 5TRA 8" (3) # 5's CONT. 7/16"STRUCTURAL ROOF SHEATHING OF TU IN STUD • IL I I ( 1/2" ROD ASSEMBLY AT NOTED SPACING SCALE: � A307 ROD or EQUAL,� 1 2x4 OUTRIGGER @ 48"oc. L5TAI2 STRAP - LENGTH AS ( 4" CONC, SLAB 2500psi w/ Y2 = 1 1-011 BLOCKING REQUIRED BETWEEN OUTRIGGERS HURRICANE CLIP H-2.5 OR EQUAL REGIUIRED. 1/2" THREADED COUPLING @aFIBERMESH OR 6x6-10/10 WWM • U.O.N. I ( I ETYPICAL INTERIOR BEARING FOOTING SIMPSON A35 2xaBARBARGERAFTER coNr GABLE END FRAMING FOR BALLOON FRAMING 2x6 PT SILL / • DO NOT SCALE THIS DRAWING 2x4 BLOCKING @SHEATHING JOINT RELEASE D 4' FROM GABLE EN SHINGLE STRIP Q NUT AND I" WASHER 1/2" ANCHOR BOLT OR EPDXIED ROD 2 x 4 STUDS ® 16" o.c. FASCIA 1/2" A301 ROD THREADED 'j .. 4 2x4 SCAB CONT. TOP TO -� ATE: AT ENDS or No. 2 or Bt. SPTOP CHORD OF GABLE END TRUSS BOTTOM F � PROVISIONS FOR TYPE VI (1 -HOUR CONSTRUCTION) °• 1/2" ALL THREADED GAL Rol EPDXY INTO SLAB or 03-25-03 CHORD@9'FROMGABLE DROP3112" FOOTING REVISION DATE: /2" ROD ASSEMBLY AT NOTED SPACING AND EMBEDMENT 3-12d NAILS TYPICAL AT CONT. 2x4 SCAB FROM TOP TO I/2° THREADED COUPLING 4\1 USE SIMP50N "SET" 1. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH s/" BOTTOM CHORD X BRACING �� EPDXY TRU55 or BEAT 1 DRYWALL ON ALL INTERIOR SURFACES. a °a x -BRACING @ I WASHER. 06-0704 (PROVIDE ADDITIONAL AN @ ALT: LIC TIN 2. ALL INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH ' "�'!. 12" VERTICAL IF HIGHER THAN 48", "ACRYLIC TIE" I/2" NUT 2x4 SCAB IF VERT. WEB IS I/2" x 10" ANCHOR BOLT NOTE: EPDXY SHALL TO FORMAN "L" SHAPE.) TYPE "X" DRYWALL ON EACH SIDE. � DRAWN BY: 6x CONCRETE SLAB w/ NOT ( -1" EMBEDMENT) COVER BOLT TO TOP 24" X 1 2" CONC. 6x6, 10x10 WWM OR PRESENT HTTI6, HTT22, MGT (AS NOTED) 3. SYSTEM 42 FLOOR SYSTEMS SHALL BE CONSTRUCTED WITH 1 FIBERMESH REINF. TOE NAIL TRUSS TO DOUBLE _ CONT. 2x4x8' #2 SYP LATERAL PLATE w/ 16d COM @ 8"oc. NOTE: ANCHOR BOLT SHALL F PLATE. D I 4" a .. �. ;• r:; r : •aa : • : '� BRACE @ 48"oc, 8" GMU 5TEMWALL LAYER OF %" TYPE "X" DRYWALL APPLIED ON RESILIENT CHANNELS FOOTING w/ 3#5's T. BE HOT-DIPPE GALVANIZE ATTACHED TO THE BOTTOM CHORD OF THE TRUSS. ENDTOMCHORDOFGABLE TOP PLATE 2'-0" #4 TRANS at 24"oc. ` r �,.:.' �� .� ._ .-.0 ., •� .�:�� :�r' END TRUSS OR 55. CHECKED 2x4WEEN N BLEAN c. 4. THE CEILING ON THE UNDERSIDE OF THE ROOF SYSTEM SHALL BE BY: ••- :ti •- ;: •:••. , • � . BETWEEN GABLE AND FIRST 2-2x TOP PLATE CONSTRUCTED WITH (2) LAYERS OF / TYPE "X" DRYWALL. NOTE: IF AGO TREATMENT 15 USED ON SILL 6 MIL VAPOR BARRIER OVER TRUSS. KH TREATED &COMPACTED FILL SIMPSON LTP4 @ 48"oc. (3) 5's CONT. ALT: LSTA24 5. ALL PENETRATIONS TO FIREWALLS MUST BE "FIRE TAPED" or PLATE -ALL NAILING INTO SILL PLATE SHALL REOUIP.E "FIRE WRAPPED" AT THE PENETRATION. BASED ON THE OPENING HOT -DIPPED GALVANIZED NAILS MEETING ASTM A 2x4 X -BRACE @ 8'-0^ oc. MINIMUM 7 EMBEDMENT 2x s7uos @ 1s"oc. OR As NOTED) SIZE. 153 SPEC I F I GAT I ONS. SHEET: ALL MEMBERS SHALL BE SYP ROD ATTACHMENT TO HOLDOWN AT TRU55/BEAM TYPICAL GABLE END (X -BRACING) ALTERNATE EMBEDMENT METHODS FOR THREADED RODS R 6. ALL A/C DUCTWORK PENETRATING THE FLOOR SYSTEM MUST IF BORATE TREATMENT 15 USED GALVANIZING 15 NOT G TERIOR BEARING STEP FOOTING HAVE A FIRE -DAMPER INSTALLED AT THE INTERFACE. REQUIRED. 7. ELECTRICAL OUTLETS INSTALLED IN FIREWALLS CANNOT BE BACK IIIIII� AND MUST BF INSTALLED IN SEPARATE STUD BAYS TYPICAL NEW CONSTRUCTION EXTERIOR WALL SECTION STUD TABLE STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS CEILING HEIGHTx VIPPI' 8 ft. No. 2 SPF x 16"oc. 24-oc. No. 2 SYP x ' 16"0c. x 24"oc. No. 1 SYP x x 16"oc. 24"oc. 9 ft. 16"oc. 24"oc. 16"oc. 24"oc. 16"0c. 24"oc. 10 ft. 16"oc. 24"oc. 16"oc. 24"oc. 1'60 C . 24-oc. 11 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. 12 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. 13 ft. N/A 24"oc. N/A 24"oc, N/A 24 oc. 14 ft. N/A 16"oc. N/A 24110c. N/A 24"oc. 15 ft. N/A 16"oc. N/A 16"oc, N/A 24"oc. 16 ft. N/A 16"oc. I N/A 12"oc. N/A 16"oc. HURRICANE ANCHOR AT EACH TRUSS1 LAYER 5 PDRYWALL ' ' O ( SEE SCHEDULE ) ) ON RESILIENT CHANNELS INSTALL SIMPSON SPH4 CLIPS AT 32" O.C. UL P522 2x4 SPF #2 STUDS AT 16" OC. (2) 2x4 SYP DOUBLE TOP PLATE (SEE STUD TABLE FOR SIZES ORNICE DETAIL AS ---I AND SPACING AT VARIOUS HEIGHTS) PER BUILDERS SPECS 7/16" OSB SHEATHING NAILED 6"oc. ON EDGES 5/8" TYPE "X" DRYWALL < & 12"oc. ON INTERMEDIATE SUPPORTS w/ 8d BOX NAILS ONE HOUR FIRE RATED -UL U356 ]<Q UNLESS OTHERWISE NOTED ON SHEARWALL LAYOUT%" T&G STURDI-FLOOR SHEATHING GLUED LU 11 111 111 1- #5 CONT NOTE: THIS TABLE APPLIES TO STRUCTURES WITH MEAN ROOF HEIGHT LESS THAN 25' AND r AND NAILED; w/ 6d COM OR RING SHANK at 6' Z /-3-16d COM ® EA. CONSTRUCTED IN WIND ZONE OF 120 MPH OR LESS AND MIN. 3/8" SHEATHING. � ON EDGES AND 12"oc. IN FIELD. (TYPICAL) p X LU 8" CMU STEMWALL w/ 1 #4 VERTICAL S III -III -III_' CLEAN, TREATED, COMPACTED FILL BLOCK (TYP.) 3/4" STUCCO FI" "" a V� • = � = - � '---SPF STUD GRADE MAY BE USED ON 8' OR LESS NOMINAL PLATE HEIGHTS ON SINGLE NIS (1) LAYER 5/8TYPE DRYWALL G - n / TORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS. O N RESILIENT CHANNELS - AT 48" OC. AND ALL CORNERS, w/ BOTTOM OF SLAB 3-12d COM (TYP.) UL L534 U U- 12" 12" HOOK AT SLAB AND 6" HOOK 2X4 PT SILL MIN. . - :•. `�; ' AT FOOTING. 3" 1 " MIN. INTERIOR BEARING FOOTING " LU O 1/2 THREADED ROD ASSEMBL`I' 2x4 BLOCKING ® 12"oc. (U.O.N.) (2) 2x4 SYP DOUBLE TOP PLATE STRAP WALL STUDS BETWEEN FLOORS AT 32"0. 12' SPACED AS NOTED #5's CONTINUOS WITH SIMPSON CS16 STRAPS ( 44" LENGTH) NAI • PLUMBING WASTE LINE LEDGER SHEARWALL TO EACH STUD WITH ODI 10d COM NAILS. �. Eli ( SIMILAR TO DETAIL "H") I a - EXISTING ROOF TRUSS CUT AS 7 TYPICAL INTERIOR SHEARWALL TO TRU55 CONNECTION REQUIRED TO REMAIN STRAP WALL STUD TO BEAM PER DETAIL "H" ,' _ BTYPICAL STEMWALL 4" MIN. BOTTOM OF SLAB M THREADED ROD ASSEMBLY (SEE DETAIL) NEW MULTI -PLY BEAM AS NOTED - NOTE: IF STEMWALL WALL EXCEEDS 48" CONTACT ENGINEER 3„ INTERIOR BEARING FOOTING 2-2x- RAI5ED HEADER/BEAM HURRICANE CLIP _` C 4 } `n G, w/ I/2" SPACER BETWEEN MEMBERS OF RECORD FOR ADDITIONAL DESIGN REQUIREMENTS. 12" #5's CONTINUOS vj 4" CONCRETE SLAB w/ PLUMBING WASTE LINE (21) 16d COM NAILS IL 6x6, 10x10 WWM OR _ SIMPSON PA 51 EMB. STRAP FIBERMESH REINF. LOWER REBAR AND FOOTING IN THIS AREA (MIN) GARAGE SLAB THICKENED EDGE ', O • •. IF NECESSARY // 91 /f I� .a.: a STEMWALL EXISTING FRAMED WALLS 1 LAYER 5 8 TYPE X DRYWALL <d O / L .<. STEMWALL FOOTING THREADED ROD ASSEMBLY (SEE DETAIL) 6 MIL VAPOR BARRIER OVER PLUMBING PENETRATING INTERIOR BEARING FOOTING , ON RESILIENT CHANNELS r , TREATED & COMPACTED FILL w tri ' (1) 5's CONT. r (2) 2x__ HEADER/BEAM UL L534 LLi ,.. I/2" SPACER BETWEEN MEMBERS 0- LC C TYPICAL NON-BEARING STEP FOOTING - - N 3" x 3" x y8" WASHER 2 X 4 STUD T Ik ALIGN w/ RAFTER ® a r CONVENTIONAL FRAMING AS NOTED a ' a O OD ATTACHMENT TO HOEDOWN TO BEAM AT OPENING LL LESS THAN ROOF SHINGLES OVER 15# FELT I I d-I�- _ -� �LL 43" SHALL USE (1) KING #4 BENT INTO FOOTING AND Q REFER TO WALL SECTION FOR TYPICAL ANCHORS & (1) CRIPPLE THICKENED EDGE OPENINGS BETWEEN I I USE SIMPSON �: 43" - 8'-0" SPH% OR 19/32 CDX SHEATHING NAILED AS PER STRAP STUD TO J LL 1 #s CONT, SHALL USE (2) KING STUDS I I SIMPSON LSTA18 #4 VERT. -TYPICAL- `. & (2) CRIPPLES. STRAP AT 32"oc. NAILING SCHEDULE DOUBLE PLATE 4" CONC, SLAB 2500psi w/ II (U.O.NJ NOTE: ON HEADER I #5 CONT, W/ SIMPSON w FIBERMESH OR 6x6-10/10 WWM IF OPENINGS EXCEEDS 8'-0" I TYPICAL STRAPPING (UNO) I GREATER THAN <50' MIN> MTS12 IN WIDTH SEE PLAN. I 48" (U.O.N.) 2x4 LOOKOUTS 3" X 3" X 1 /4" WASHER & 1 /2" NUT (TYPICAL) AGEMENT OF 51MP50N PA51 EMB. STRAP N ®48"oc. FOR OVERi'ANG )¢" THREADED ROD l 1 W ASSEMBLY WITHIN 6" (1) LAYER 5/8" TYPE "X" DRYWALL C\ OF KING s7uDs. GABLE END WALL HURRICANE ANCHOR AT EACH TRUSS ON RESILIENT Lr ( ) G CLEAN, TREATED, COMPACTED FILL I I 1i" ANCHOR BOLT or SEE SCHEDULEESIL ENT CHAN E S WUL P522 W Cr '' I i 1YZ" x 7" EPDXIED I I m a; SIMPSON LTP4 2 2x4 SYP DOUBLE TOP PLATE QQ J NOTE: ANCHOR SHALL BEREFER TO WALL SECTION FOR FOOTING SINGLE SILL IS INSTALLED IF HEADER / CLIP AT 48"oc11ACCEPTABLE FOR I I LENGTH EXCEED 5'-0"OPENINGS UP TO 2x4 SPF #2 STUDS AT 16 OC = z 5'-1" WIDTH DOUBLE PLA I I � AND (SEESTUD SPACING TABLE AT VARIOOR SIZES US HEIGHTS) ORNICE DETAIL AS �/� Y ILL. STUDSat I6"o . PER BUILDER'S SPECS TYPICAL FOUNDATION IN GARAGE D s) I I I RE 7/16" OSB SHEATHING NAILED 6"oc. ON EDGES 5 8" TYPE "X" DRY LL & 12 oc. ON INTERMEDIATE SUPPORTS w/ 8d BOX NAILS ONE HOUR FIRE RATED DRYWALL LLU356 U_ TYPICAL HEADER STRAPPING GABLE END FRAMING FOR PLATFORM FRAMING UNLESS OTHERWISE NOTED ON SHEARWALL LAYOUT U, J P W T&G STURDI-FLOOR SHEATHING GLUED AND NAILED; w/ 6d COM OR RING SHANK at 6"oc. ON EDGES AND 12"oc, IN FIELD. ( . CERT, : 25846 Nox 2 or Bt. PF16" o.o. 3/4" STUCCO FINIS 1/2" ROD ASSEMBLY AT NOTED SPACING AND EMBEDMENT 1/2" NUT (TYPICAL) 1/2" THREADED COUPLING 2955 HARTLEY RD., 3" x 3" x 1/4" WASHER (TYPICAL) 2X4 PT SILL SUITE 202 / 2x4 FLATH15E LOOKOUT ® 48" (2) 2x6 SYP DOUBLE TOP PLATE JACKSONVILLE, FL. ac. FOR ovERHANG 4" CONCRETE SLAB w/ NOTE: IF THE INTERIOR PITCH OF A VAULTED CEILING 32257 .5 6x6, 10x10 WWM OR H2A CLIP (TYPICAL FIBERMESH REINF. (1) LAYER 5/8" TYPE "X" DRYWALL 6 MIL AEXCEEDS 1/2 OF THE EXTERIOR PITCH DO 10 USE IO L � ADED2x6 SPF 2 STUDS AT 16" OC.' ON RESILIENT CHANNELS Ph. (904 886-2401 TREATED& COMPACTEDILASNOTED O LAYOUT � # THIS DETAIL. THE GABLE WALL SHALL BE BALLOON FRAMED. (SEE STUD TABLE FOR SIZES UL L534 Fax 904 260-4367 4 .. ° •� •,. ' + :• i •'. ,a : 5TUD5 ®I6"oc. AND SPACING AT VARIOUS HEIGHTS) 1' YR' A30-1 GAL\/. THREADED (5)- IOd IN RAFTER- jhulseng@bellsouth.net ODMIN. I" SPACE BETWEEN TOP I ST 8" - OF STUD AND Ist NAIL. COIL 5TRA 8" (3) # 5's CONT. 7/16"STRUCTURAL ROOF SHEATHING OF TU IN STUD • IL I I ( 1/2" ROD ASSEMBLY AT NOTED SPACING SCALE: � A307 ROD or EQUAL,� 1 2x4 OUTRIGGER @ 48"oc. L5TAI2 STRAP - LENGTH AS ( 4" CONC, SLAB 2500psi w/ Y2 = 1 1-011 BLOCKING REQUIRED BETWEEN OUTRIGGERS HURRICANE CLIP H-2.5 OR EQUAL REGIUIRED. 1/2" THREADED COUPLING @aFIBERMESH OR 6x6-10/10 WWM • U.O.N. I ( I ETYPICAL INTERIOR BEARING FOOTING SIMPSON A35 2xaBARBARGERAFTER coNr GABLE END FRAMING FOR BALLOON FRAMING 2x6 PT SILL / • DO NOT SCALE THIS DRAWING 2x4 BLOCKING @SHEATHING JOINT RELEASE D 4' FROM GABLE EN SHINGLE STRIP Q NUT AND I" WASHER 1/2" ANCHOR BOLT OR EPDXIED ROD 2 x 4 STUDS ® 16" o.c. FASCIA 1/2" A301 ROD THREADED 'j .. 4 2x4 SCAB CONT. TOP TO -� ATE: AT ENDS or No. 2 or Bt. SPTOP CHORD OF GABLE END TRUSS BOTTOM F � PROVISIONS FOR TYPE VI (1 -HOUR CONSTRUCTION) °• 1/2" ALL THREADED GAL Rol EPDXY INTO SLAB or 03-25-03 CHORD@9'FROMGABLE DROP3112" FOOTING REVISION DATE: /2" ROD ASSEMBLY AT NOTED SPACING AND EMBEDMENT 3-12d NAILS TYPICAL AT CONT. 2x4 SCAB FROM TOP TO I/2° THREADED COUPLING 4\1 USE SIMP50N "SET" 1. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH s/" BOTTOM CHORD X BRACING �� EPDXY TRU55 or BEAT 1 DRYWALL ON ALL INTERIOR SURFACES. a °a x -BRACING @ I WASHER. 06-0704 (PROVIDE ADDITIONAL AN @ ALT: LIC TIN 2. ALL INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH ' "�'!. 12" VERTICAL IF HIGHER THAN 48", "ACRYLIC TIE" I/2" NUT 2x4 SCAB IF VERT. WEB IS I/2" x 10" ANCHOR BOLT NOTE: EPDXY SHALL TO FORMAN "L" SHAPE.) TYPE "X" DRYWALL ON EACH SIDE. � DRAWN BY: 6x CONCRETE SLAB w/ NOT ( -1" EMBEDMENT) COVER BOLT TO TOP 24" X 1 2" CONC. 6x6, 10x10 WWM OR PRESENT HTTI6, HTT22, MGT (AS NOTED) 3. SYSTEM 42 FLOOR SYSTEMS SHALL BE CONSTRUCTED WITH 1 FIBERMESH REINF. TOE NAIL TRUSS TO DOUBLE _ CONT. 2x4x8' #2 SYP LATERAL PLATE w/ 16d COM @ 8"oc. NOTE: ANCHOR BOLT SHALL F PLATE. D I 4" a .. �. ;• r:; r : •aa : • : '� BRACE @ 48"oc, 8" GMU 5TEMWALL LAYER OF %" TYPE "X" DRYWALL APPLIED ON RESILIENT CHANNELS FOOTING w/ 3#5's T. BE HOT-DIPPE GALVANIZE ATTACHED TO THE BOTTOM CHORD OF THE TRUSS. ENDTOMCHORDOFGABLE TOP PLATE 2'-0" #4 TRANS at 24"oc. ` r �,.:.' �� .� ._ .-.0 ., •� .�:�� :�r' END TRUSS OR 55. CHECKED 2x4WEEN N BLEAN c. 4. THE CEILING ON THE UNDERSIDE OF THE ROOF SYSTEM SHALL BE BY: ••- :ti •- ;: •:••. , • � . BETWEEN GABLE AND FIRST 2-2x TOP PLATE CONSTRUCTED WITH (2) LAYERS OF / TYPE "X" DRYWALL. NOTE: IF AGO TREATMENT 15 USED ON SILL 6 MIL VAPOR BARRIER OVER TRUSS. KH TREATED &COMPACTED FILL SIMPSON LTP4 @ 48"oc. (3) 5's CONT. ALT: LSTA24 5. ALL PENETRATIONS TO FIREWALLS MUST BE "FIRE TAPED" or PLATE -ALL NAILING INTO SILL PLATE SHALL REOUIP.E "FIRE WRAPPED" AT THE PENETRATION. BASED ON THE OPENING HOT -DIPPED GALVANIZED NAILS MEETING ASTM A 2x4 X -BRACE @ 8'-0^ oc. MINIMUM 7 EMBEDMENT 2x s7uos @ 1s"oc. OR As NOTED) SIZE. 153 SPEC I F I GAT I ONS. SHEET: ALL MEMBERS SHALL BE SYP ROD ATTACHMENT TO HOLDOWN AT TRU55/BEAM TYPICAL GABLE END (X -BRACING) ALTERNATE EMBEDMENT METHODS FOR THREADED RODS R 6. ALL A/C DUCTWORK PENETRATING THE FLOOR SYSTEM MUST IF BORATE TREATMENT 15 USED GALVANIZING 15 NOT G TERIOR BEARING STEP FOOTING HAVE A FIRE -DAMPER INSTALLED AT THE INTERFACE. REQUIRED. 7. ELECTRICAL OUTLETS INSTALLED IN FIREWALLS CANNOT BE BACK IIIIII� AND MUST BF INSTALLED IN SEPARATE STUD BAYS TYPICAL NEW CONSTRUCTION EXTERIOR WALL SECTION NOTE: SHEARWALL LAYOUT- 1st FLOOR PERMANENT STORM SHUttER SYSTEM OR IMPACT RESISTANT GLASS ,ARE REQUIRED FOR THIRD FLOOR WINDOWS ,AND GLAZED DOORS. NG 3;INEER ROOF (CONV. FRAME) - RAFTER LOAD= 20psf LL 10psf DL DURATION FACTOR: 1.25 CEILING LOAD= 20psf LL 10psf DL BUILDING CODE: 2001 FLORIDA BUILDING CODE WIND DESIGN METHOD: ASCE 7-98 BASIC WIND SPEED: 120 mph BUILDING CATEGORY: II WIND IMPORTANCE FACTOR: 1.00 WIND EXPOSURE: C DESIGN FOR ENCLOSED STRUCTURE _.._.......... _._.�..... NAILING SCHEDULE FLOORS - REVISED 11/25/02 LIVE LOAD= 40psf ALTERNATE NAILING 1 DEAD LOAD= 15psf Lap in double plate (CARPET or WOOD) 16 - 0.131" x 3 1/4" gun nails 20 - 12d sinkers DEAD LOAD= 20psf 6" o.c. on edges and 12" o.c. in the (TILE) E STRIP DEFLECTION CRITERIA: field with 8d common, box, screw (5) CARPET or WOOD= L/480 LL SW - shearwall shank or ring shank L/240 DL field with 0.099" x 2" gun nails TILE= L/600 LL 3" o.c. on edges and 12" o.c. in the L/360 DL W ROOF (TRUSS)- field with 8d common, box, screw R I O R ZONE (4) LIVE LOAD= TC 20psf BC 10psf SW(3) - shearwall DURATION FACTOR: 1.25 DEAD LOAD= TC 7psf 6" o.c. on all supports with 8d 6" o.c. on all supports with 0.131" x 2 BC 5psf ROOF (CONV. FRAME) - RAFTER LOAD= 20psf LL 10psf DL DURATION FACTOR: 1.25 CEILING LOAD= 20psf LL 10psf DL BUILDING CODE: 2001 FLORIDA BUILDING CODE WIND DESIGN METHOD: ASCE 7-98 BASIC WIND SPEED: 120 mph BUILDING CATEGORY: II WIND IMPORTANCE FACTOR: 1.00 WIND EXPOSURE: C DESIGN FOR ENCLOSED STRUCTURE _.._.......... _._.�..... NAILING SCHEDULE W � REVISED 11/25/02 CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 --� Lap in double plate 12 - 16d common 16 - 0.131" x 3 1/4" gun nails 20 - 12d sinkers LL V1 6" o.c. on edges and 12" o.c. in the = field with 8d common, box, screw 6" o.c. on edges and 12" o.c. in the 4" o.c. on edges and 8" o.c in the U SW - shearwall shank or ring shank field with 0.131" x 2 1/2" gun nails field with 0.099" x 2" gun nails 3" o.c. on edges and 12" o.c. in the W field with 8d common, box, screw 3" o.c. on edges and 12" o.c. in the W SW(3) - shearwall shank or ring shank field with 0.131" x 2 1/2" gun nails U_ ENC. &PART. ENC. 1 /2" or 6" o.c. on all supports with 8d 6" o.c. on all supports with 0.131" x 2 F— common, ring shank or screw 1/2" smooth, ring or annular shank gun :z 7/16" Roof Sheathing, shank,4" o.c. edge nailing within 4' nails, 4" o.c. edge nailing within 4' of Q 120 MPH of roof edge and ridges roof edge 11- 10d commons in each end (22 z Simpson LSTA30 total) O 9 -10d commons in each end (18 LLi Simpson LSTA24 total) 1= Q 10 - 10d commons in each end p = Simpson HTS30 (20 total) 00 13 - 10d commons in each end a Q Simpson MSTA36 (26 total) LL m Simpson SPH4 12 - 10d x 1 1/2" nails LL r... Simpson H2.5A 10 - 8d commons (Total) O � (2) 10 - 10d x 1 1/2" in rafter; 10 - 10d J o �- Sim son H16 x 1 1/2" in plate O Simpson LTS12 5 - 10d commons in rafter & plates 5 - 10d x 1 1/2" nails in rafter & plates 7 - 0.148" x 1 1/2" nails in rafter & Z, CLW _z rn Simpson MTS12 7 - 10d commons in rafter & plates plates Simpson LTA1 12 - 10d x 1 1/2" -0 1W7 Simpson PHD8 24 - 1/4" x 3" SDS screws '0 �. Simpson MGT 22 - 10d commons LL... . Im son HTT16 18 - 16d commons Simpson HTT22 32 - 16d sinkers W i W W � O 1 W T- oo M --� 1 O Z LL V1 J = LL U V♦ W !� W U_ F— :z O Q a z J O LLi -J 1= Q a p = 00 a Q z a LL m ow LL r... CL= CL O � c J o �- U)m W O Z, CLW _z rn �\ ,:. -0 1W7 34 '0 �. - ��. LL... . W W aN � o W W C O -7)Z W Q a Fv� L _j LL W T F� v W � cll� L0 W W T- oo M Z Z V1 W � W J cf� LL LL LL W ( FL. CERT. #: 25846) 2955 HARTLEY RD., SUITE 202 JACKSONVILLE, FL. 32257 Ph. (904) 886-2401 Fax (904) 260-4367 jhulseng@bellsouth.net SCALE: 4 it = 1 1-011 • U.O.N. • DO NOT SCALE THIS DRAWING RELEASE DATE: 02-22-05 REVISION DATE: 00-00-00 DRAWN BY: DJM II CHECKED BY: FSS SHEARWALL LAYOUT- POOL CABANA SHEET: S�2 SHEARWALL LAYOUT- 2nd FLOOR T )RT. THESE SHEARWALLS TO SIDE OF FLOOR SHEATHING INSTALL (2) 16d COM NAILS THRU FLOOR SHEATHING INTO 1..E TOP PLATE OF WALL. JOIST (TYPICAL) "'O MATCH ABOVE. < SOLID BETWEEN FLOORS, 3) 2x4 POST SHEARNALL LEGEND SHEARWALLS NAILED AT 6 "oc. ON EDGES AND 12"oc. IN INTERMEDIATE SUPPORTS WITH Sd COMMON NAILS. SHEARWALLS NAILED AT 3"oc. ON EDGES AND 12"oc. IN INTERMEDIATE SUPPORTS WITH 8d COMMON NAILS. SSS ....... SHEATH BOTH SIDES OF SHEARWALL ANC NAIL WITH DENOTED PATTERN. NOTE : CONSTRUCT SHEARWALLS WITH OSB or 15/32" CDX (U.ON.) NOTE : REFER TO SHEET 5-1 FOR STRUCTURAL C -=-TAILS. J = LL U Q = W N m I U �. F-- Z O � H Q � J Z W _I > Q Q m U Q Q W ZQ � m O LLJ LL t-- a= O o cQ W O 0 uj r 1. ul -- I to UJ o� LL WLLI W N w rn w � o Z Q CL a >J_ LL W T � W v a L0 W Wco LY] co Z) Z W V 1 0- w LL W LL LL LL LL W ( FL. CERT. #: 25846) 2955 HARTLEY RD., SUITE 202 JACKSONVILLE, FL, 32257 Ph. (904) 886-2401 Fax (904) 260-4367 jhulseng@bellsouth.net SCALE: Y4 11 _ 1 1-011 • U.O.N. • DO NOT SCALE THIS DRAWING RELEASE DATE: 02-22-05 REVISION DATE: 00-00-00 DRAWN BY: DJM II CHECKED BY: FSS SHEET: S-3 SHPARWALL LAYOUT- 3rd FLOOR SHEARNALL LEGEND SHEARUUALLS NAILED AT 6"oc. ON EDGES AND 12 "oc. IN INTERMEDIATE SUPPORTS WITH Sd COMMON NAILS. SHEARWALLS NAILED AT 31loc. ON EDGES AND 12"oc. IN INTERMEDIATE SUPPORTS WITH 8d COMMON NAILS. gig ....... SHEATH BOTH SIDES OF SHEARWALL AND NAIL WITH DENOTED PATTERN. NOTE : CONSTRUCT SHEARWALLS WITH Xb" OSB or P3/32" CDX (U.ON.) NOTE : REFER TO SHEET S-1 FOR STRUCTURAL DETAILS. W C� .,; n.. Z V 1 ul LcJ �J W LL LLLL LL W LU F�LL u� J LL W aN �- O �O � W ® o P-4 Z 2 W Q W Li _J W C� W W CD M Z V 1 W a- �J W LL LLLL LL W �•�9 OUBLE RAFTE ORMER WIDTH 2'-5') RIFLE RAFTER ORMER WIDTH 5'-8') OUBLE HEADE IMPSON A35 C 41L RAFTER Tc 0,131" x 3" TOE ,a RIDGE BEA :6's w 2411o.c. l ) 2x4's REMOVE EXISTING DC KInKI 0T131 1!'TI IMAI TMCI 1 10 CABANA ROOF FRAMING RAFTERS AT 24" O.C. JGLE ASSEMBLY AREA) x8 RAFTERS AT 24" O.C. SINGLE ASSEMBLY AREA) Y4" STEEL PLATE (TYPICAL) %" dia. HOLE FOR THRU BOLTS (TYPICAL) ALIGN WITH HOLES IN OUTER PLATES %" A301 THRU BOLTS (TYPICAL) Y4" STEEL PLATE (TYPICAL) V' dsa. HOLE FOR THRU BOLTS (TYPICAL) K ­1a -*-Js 4-Y3 -A GUSTOi" I CONNECTION AT SINGLE ASSEM LY -IIP RIDGE NOTE: RAFTERS SHALL BE 2x6 SYP No.2 OR BT AT 24" O.C. (U.O.N.) RIDGES, HIPS, AND VALLEYS SHALL BE 2x8 SYP No.2 OR BT. (U.O.N.) CONVENTIONAL FRAME ROOF AREAS - SHINGLE ROOFS Span Tables for No. 2 SYP Rafters No Ceiling Load - 20 psf LL,10psf DL SIZE 12" o.c. 16" o.c. 24" o.c. —�5r — 2' x ___2TZw— 2X10 Span Tables for No. 2 SYP Rafters - No Ceiling Joist - with Drywall Ceiling - 20 psf LL, 15 psf DL SIZE 12i 16— 24" o.c. 2x12— 0 Span Tables for No. 2 SYP Ceiling Joist 20 psf LL, 10 psf DL SIZE 12" o.c. 16" o.c. 24" o.c. x—— x—— —�— 4-r x —__20r§— 7' —__Tf W"— . 0 Span Tables for No. 2 SYP Floor Joist 40 psf LL, 10 psf DL SIZE 12" o.c. 16" o.c. 24" o.c. x __T4rTr__—— 2X10 x—b'r— 5 Roof Framing Notes: 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT. SYP 2. ALL RAFTERS SHALL BE 2x6 at 24"oc (U O N.) 3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON H8 CLIPS. WITH (5) 10d x 1Y2' NAILS EACH END- FOR SPANS UP TO 10'-0". 4. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON MTS12 TWIST STRAP WITH (7) 10d x 1Y2' NAILS EACH END -FOR SPANS UP TO 20'-0". 5. FASTEN ALL RAFTERS AT RIDGES WITH COLLAR TIES. FACE -NAIL COLLAR TIES TO RAFTERS WITH (5) .131"x 3Y" NAILS. 6. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS WITH (4) .131"x 3Ya" TOE -NAILS. 7. ALL RIDGFS- HIPS ANn \/AI I FYC CHAT i RG /9\ nlnhAWAi e17= I Aonco THAN ADJOINING RAFTERS. (U.O N ) 8. FASTEN RAFTERS TO CEILING JOISTS WITH (4) .131"x 3 Y4" NAILS. 9. FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATES WITH (3) .131"x 3Ya" TOENAILS. 10. FASTEN ALL HIPS AND VALLEYS TO PLATES WITH (2) SIMPSON MTS12 TWIST STRAPS WITH (7) 10d x 1Y" NAILS EACH END OF STRAP. NOTE: MAXIMUM SPAN OF 2xro RAFTERS AT 24"o.c. IS 12'-4". BRACE OvERFRAMING TO TRUSSES REQUIRED. TO REDUCE SPANS AS /-ROOF SHEATHING (4) .131" x 3 Y4" 2x6 OVERFRAMING TOENAILS (TYP) H2.5A CLIP 2x8 No.2 SYP NAILED TO TRUSS CHORD w/ (5) .131" x 3 Y4" NAILS 2x4 TRUSS TOP CHORD SEGTION A -A J EL � Z 0-)a ti ]yl Z {u n \ 1L ,J L O w W W� W aLo N W W � C) O %I �Z W Q dl >J_ LCL W w d W WM CO (CM !1 U Q W J LL W LU M Z _U �--- Q z J J Z Q z 0w Q Q � � _ D U LL Q Q .ALLLm 0 0 LL 0 o �0 r - W o o -3 EL � Z 0-)a ti ]yl Z {u n \ 1L ,J L O w W W� W aLo N W W � C) O %I �Z W Q dl >J_ LCL W ( FL. CERT. #: 25846) 2955 HARTLEY RD., SUITE 202 JACKSONVILLE, FL. 32257 Ph. (904) 886-2401 Fax (904) 260-4367 jhulsen @@bellsouth.net SCALE: Ir _ 1 1-011 4 • U.O.N. • DO NOT SCALE THIS DRAWING RELEASE DATE: 02-22-05 REVISION DATE: 00-00-00 DRAWN BY: DJM it CHECKED BY: FSS SHEET: S-6 w d W WM CO (CM !1 Q Z W a W J LL LL .� LL LU ( FL. CERT. #: 25846) 2955 HARTLEY RD., SUITE 202 JACKSONVILLE, FL. 32257 Ph. (904) 886-2401 Fax (904) 260-4367 jhulsen @@bellsouth.net SCALE: Ir _ 1 1-011 4 • U.O.N. • DO NOT SCALE THIS DRAWING RELEASE DATE: 02-22-05 REVISION DATE: 00-00-00 DRAWN BY: DJM it CHECKED BY: FSS SHEET: S-6 n n / THREADED ROD LAYOUT- SECOND FLOOR UPPED TO HEADER OVER AND NAILED D TO TOP FLANGE. SER TO CRIPPLES TA24 AND STRAP TO BEAM BELOW �)N C516 STRAPS. TI&O STRAPPED TO POST :LOW AND LOOPED OVER ID NAILED TO 2x BOLTED TOP FLANGE. STRAP POST BEAM BELOW WITH (2) CSI&. THREADED ROD NOTES: USE TYPICAL BETWEEN FLOOR IF SPACING OF THREADED RODS STRAPPING DETAIL WHERE SECOND " EXCEED 5'-Voc. THEN FLOOR WALLS ARE BUILT ABOVE ADDITIONAL ANCHORS SHALL BE BEAMS. CLIP DOUBLE PLATE TO STUD ADDED TO THE SILL AT A w/ SPH4 CLIPS at 3211oc. (TYPICAL) MAXIMUM SPACING OF 5'-ol-oc. USE 1/2" EPDXIED ANCHORS WITH A 5" EMBEDMENT. 2 , IF HEADER LENGTH EXCEEDS ROD SPACING NOTED THEN SST- SPH4 OR SST- LSTA16 SHALL BE INSTALLED FROM HEADER TO TOP PLATE TO ACHIEVE PROPER SPACING 4. THREADED ROD SHALL BE CONTINUOUS FROM FOUNDATION TO SECOND FLOOR TOP PLATE IN ALL LOCATIONS ALLOWED BY OPENINGS IN THE WALLS. I" THREADED ROD FROM FOUNDATION � TO DOUBLE TOP PLATE. ( 7 EMBEDMENT) V" THREADED ROD FROM FOUNDATION TO SECOND FLOOR TOP PLATE. ( i" EMBEDMENT) _ I" THREADED ROD FROM FOUNDATION TO DOUBLE TOP PLATE. ( 12" EMBEDMENT) _ IV THREADED ROD FROM FOUNDATION _ TO SECOND FLOOR TOP PLATE. ( 12" EMBEDi" i'ENT) J uj LL -� N U Q 0' 0.. O _U Q z � J 0 ~ Q z O Lu p -F- Q W 0 = � o Q a aW z W LL m LD LL. r - a= 0 o U) w 00 0 p � w w z z w W d cr- Lr W T- M J C 2 Z Y LL a w� w LL w � I -L. VtK I . ;f:15b4b) 2955 HARTLEY RD., SUITE 202 JACKSONVILLE, FL. 32257 Ph. (904) 886-2401 Fax (904) 260-4367 jhulseng@bellsouth.net SCALE: 11 = 1 1-011 4 • U.O.N. • DO NOT SCALE THIS DRAWING RELEASE DATE: 02-22-05 REVISION DATE: 00-00-00 DRAWN BY: DJM II CHECKED BY: FSS SHEET: S-8 uj w U) ^✓ 0' 0.. -i LL W d cr- Lr W T- M J C 2 Z Y LL a w� w LL w � I -L. VtK I . ;f:15b4b) 2955 HARTLEY RD., SUITE 202 JACKSONVILLE, FL. 32257 Ph. (904) 886-2401 Fax (904) 260-4367 jhulseng@bellsouth.net SCALE: 11 = 1 1-011 4 • U.O.N. • DO NOT SCALE THIS DRAWING RELEASE DATE: 02-22-05 REVISION DATE: 00-00-00 DRAWN BY: DJM II CHECKED BY: FSS SHEET: S-8