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301 Seminole Rd - Permit RESA18-0002 addition permit JrSIJ SCANNED CITY OF ATLANTIC BEACH �� / _ 800 Seminole Road / Atlantic Beach,Florida 32233 Y x Date: REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date Z Z- 4Revision to Issued Permit Corrections to Comments Permit#3 RESA (8-(S0Oz. � Project Address ° ( 5e WV) 2a IC.- R-c Contractor/Contact Name e,frL 63 if e rs 14,5kix, 6,,..,v Phone 76 Y g./3-3 ‘ 6Email t of�. 444 t 14- /de rJ, LOA Description of Proposed Revision/Corrections: Permit Fee Due f (1, /4_4.5 C'a 1- 4114' )14.Q.4 Ati,..) Cdef --C- t t5re‘_.1--ig - l re •2� 0 1 51k.rt fediCo pl 4OAA, k et Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) 5/2. 2 / e t ure of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) �r F4 )icableApproved Denied E( r r 1 to Department t. Revision/Plan Review Comments Cod roil 1 c/me- io j► c.,k — v C Department Review Required: uilding ii‘d Planning &Zoning ", ' ` Reviewed By Tree Administrator Public Works Public Utilities 3 - ay c1 Er Public Safety Date Fire Services CITY OF ATLANTIC BEACH fi'' 'f ;' 800 Seminole Road \ , Atlantic Beach,Florida 32233 !;t19'' REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 7/i1 IS) Revision to Issued Permit )c Corrections to Comments Permit# eSA r 0 d 0 Z__— Project Address 3v/ _Se,.t't elpl... R61 n J /S Contractor/Contact Name a J-k' Q-K /7[C -.D05-1; , )3 r D 14 n ° Y 7/ 356 Email of05 , n (" rn4.fh ; e � u ' leers , Phone / _ Description of Proposed Revision/Corrections: Permit Fee Due ( 540•DO,) JJoisI- i ep Additional Increase in Building Value $ Zk Additional S.F. By signing below,I / 4)/. A �X.0/AI./ affirm the Revision is inclusive of the proposed changes. (printed name) 7/ , , / ( r Signature of Contractor/Agent(Contractor must sign i '- ease in valuation) Date (Office Use Only) Approved !1 Denied Not Applicable to Department Revision/Plan Review Comments(op / A pick- 1-7 m h copy g pay -Pe-a,. Department Review Required: Building /'�/y,') Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities 7. a 3 / j' Public Safety Date Fire Services ti AGOREVISION BP# Qhs / /if -0062 Alexander Grace Consulting, Inc. DATE__2,_I / / 8 SIGNED July 11,2018 DustMathieu BBuil OFFICE COPY Mathieu Builders Re: I-joist Repair Jordan Residence Job Number 17-10-0132 Dear Dustin, During installation of the duct work in the above referenced structure, several holes were drilled into the new i-joists. To remedy, re-route the duct work and repair the i-joists by installing a 16"x36" piece of'/�" plywood on each face of the i-joist, centered on the hole. Fasten the plywood to the joist top and bottom chords with 10d nails at 6" on center. Nothing further is required. Please call if you have additional questions. Sincerely, ,�• -.I WAYNE • 0 59 :-0 OF • • ` ST T•.•it` • Geoff Gartn: - wi t ` FL 59328 3010 South 3rd Street,Suite C • Jacksonville Bach FL 32250 • 904 241-8010 U m m 0 a- 0 0 Q Lli o O W � O J < �� Q 0 Z O F— 0 0! ,Wa ^ V) r MAP SHOWING SURVEY OF LOT 282, SALTAIR SECTION No. 2, AS RECORDED IN PLAT BOOK 10, PAGE 15 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I I FOUND 1/2 -IRON PIPE, NO CAP A .i 30.0'0 Ic COMMUNITY DEVELOPMENT APPROVED LOT 281 100.00' ')nn FFA A/C \\ 1 STORY FRAME cn�PORT RESIDENCE N No. 301 L_X Q 10 22 40 SCALE: 1 " = 20' WOOD BP SHED 1.4 30 20.0' 0 PAVERS 30 14.0' PO POOL 0�E 0 O WOOD,,, _DECK CONCRETE "FOUND 1/2" REBAR iN CONCRETE, NO CAP SW 0.8' FOUND 1/2 -IRON PIPE, NO CAP NOTES: 1. THIS IS BOUNDARY SURVEY. 2. NORTH I PROTRACTED FROM THE PLAT. 3. ANGLES: A — 8 '58'13" B — 9 '01'54" C — 8 '55'04" D — 9 '04'49" 4. NO BUILDING RESTRICTION LINE PER PLAT. 5. ALL FEN ES SHOWN ARE 6' WOOD PRIVACY FENCES UNLESS 0 ERWISE NOTED. I I LOT 293 I FOUND 1/2 -IRON PIPE, NO CAP / f OD v 0.7' CONCRETE C BLOCK WALL 11 r I FCUND i/2" IRON o uu. uu o PIPE, NO CAP SEASPRAY AVENUE 50' RIGHT OF WAY PAVED PUBLIC THE PROP RTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE THE 0.2% ANNUAL C ANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. 12031 CO409H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. "NOT VALID THOUT THE SIGNATURE AND THE ORIGINA RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED Y: DRAWN B : KLW FILE: 018-0122 LOT 294 THIS SURVEY WAS MADE FOR THE BENEFIT OF JAMES C. JORDAN AND CHRISTINA R. BATISTA. DONN W. BOATWRICHT, P.S.M. FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 BOATWRIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: JANUARY 31, 2018 SHEET 1 OF 1 COMMUNITY DEVELOPMENT APPROVED 10'-0" EXISTING D FIRST F L SCALE: 1/4" = V-0" v ALIGN EXISTING B A2 18'-2" 4'-0" T-2" 3'-2" T-2" 4'-8" (5) 14 -6 TRANSO WINDOW STORAGE DESK I � IDESK �J STORAGE CABINET AREA AFF AREA J CABINET 2'-6" 3'-6" 5'-6" T-6" 2'-6" EXTERIOR/GFI RECEPTACLE oo MEDIA WALL 3 SD 0-----------4 SMOKE DETECTOR CM CARBON MONOXIDE DETECTOR CH COUNTERTOP HEIGHT w 0Q �?w — Z I u w -M Q J O Q — _ BONUS 1 \ ROOM \ O2/6 233 S.F. \ 30'-0" EXISTING OOR PLAN 3'-0"n 9'-0" SLIDER DOOR SYSTEM 6'-2" WP EXISTING PATIO & SPA 7'-0" C A2 6'-2" R 0 z X w 0 v 12'-0" EXISTING CMU FENCE 15'-0" 5'-6" 6'-5" 4'-10" 3'-4" of 2'-4" �A (3) 1-42-0 TRANSOM WINDO 1�1 MASTER ■ ATHIC CCESS • C 1 ICL .E� .SET 8'-1.5" CG EXISTING FAMILY ROOM 36'-0" 14'-5" (311-6x2-6 TRANSOM WII MASTER 0 BEDROOM � O 8'-1.5" CLG TO ALIGN / 463 S.F. ADDITION TOTAL / I I I i � � I / � 1 I \ 5'AFF "1 4 SD 21'-0" QV EGRESS W P 1- 4'-2" EXISTING DECK OFFICE SUNROOM j I / VAULTED CEILING WINDOW -7" I 2'-10" 0 0 z Z F v U) X w 0 ~ z z (9 J Q O Z fV (.9 z X w 2 H z (7 J a N JORDAN RESIDENCE RENOVATION BUILDING CODE SUMMARY CODE ENFORCEMENT JURISDICTION: CITY OF ATLANTIC BEACH WIND ZONE: 130 MPH (WIND-BORNE DEBRIS) FLORIDA BUILDING CODE - 5TH EDITION OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: TYPE V -B (WOOD FRAME) SPRINKLED: NO FIRE DISTRICT: NO PROVIDE INSULATION PER CODE R-38 IN CEILING, R-13 IN WALLS WORK AREA - EXISTING 1 ST FLOOR A/C: 843 SQ. FT. EXISTING 2ND FLOOR A/C: 743 SQ. FT. NEW 1 ST FLOOR A/C: 233 SQ. FT. NEW 2ND FLOOR A/C- 463 SQ. FT. NEW TOTAL A/C: 2,282 SQ. FT. ELECTRICAL LEGEND CABLE U DUPLEX OUTLET a220 OUTLET Ail QUADRAPLEX OUTLET GFI GFI RECEPTACLE 8 wp EXTERIOR/GFI RECEPTACLE oo SWITCH 3 3 -WAY SWITCH SD SMOKE DETECTOR CM CARBON MONOXIDE DETECTOR CH COUNTERTOP HEIGHT NOTES: 1. TELEPHONE OUTLETS TO BE'CAT 5E' WIRE. 2. SMOKE DETECTION PER FIRE CODE. 3. SERVICE PANEL AND ELECTRIC METER LOCATION TO BE DETERMINED W/ INPUT FROM THE OWNER AND LOCAL UTILITY COMPANY. 4. ALL RECEPTACLE TO HAVE ARC -FAULT CIRCUIT INTERRUPTERS PER ARTICLE 210-12. 5. HVAC DISCONNECT TO BE PROVIDED BY MECHANICAL SUBCONTRACTOR. 6. ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH LATEST EDITION OF NEC AND FBC. 7. 100% OF ALL INTERIOR AND EXTERIOR PERMANENT LIGHT FIXTURES TO USE CFULED LAMPS. Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pulhan Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 • FL. ID -4621 w U o Zoe W oo LL w 0Q �?w m Z w u w -M Q J O Q Q1 12-29-18 REVISIONS PER ZONING COMMENTS DATED 1-24-18 DATE ISSUED: OCTOBER 13, 2017 Q NOTE: w DO NOT SCALE DRAWINGS. of IF PRINTED ON 11"X17" Z MEDIA, DRAWING SCALE U) IS HALF—SIZED. W T__ L____T__ — 1 0 RENOVATION EXISTING KITCHEN I W PLANS I I I I I I I I I I ' I I I- ----------------- A 1 30'-0" EXISTING SECOND FLOOR PLAN SCALE: 1/4" = V-0" DESIGN SET C1 E�' =P=FL-F1 I I I I r� L—IL --- J— -L -LT LT 21'-4" EXISTING SIDE ELEVATION SCALE: 1/4" V-0" 12 I Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street W Jacksonville Beack, Florida 32250 W 904-704-8628 > 0 M Email: jnoverby@att.net < 0 0 af z LL FL. AR -0017060 FL. ID -4621 af T < ;T W 04 af CLG. -1.5110 0 -i U - z 0 SHINGLE ON 15# ROOFING 0 MATCH W FELT OVER 7/16" EXISTING EXTERIOR SHEATHING F.F._j -011 14'-8" NEW ADDITION CONFIRM WITH EXISTING I -"� r REAR ELEVATION B �1 SCALE: 1/4" = V-0" 12 3.5 CONFIRM TO MATCH EXISTING COII UEA7 WOOD FRAME CONSTRUCTION COMPLIANT WINDOW IN5TALLATION METHOD (FIBC-R7103.8) -ER RESITIVE ISARRIER (LOS) APPLIED PRIOR TO TWE WINDOW INSTAi-LATIOR �LAS"W � APPLIED QYM THE FACCE OF TNE MOMTIW. fLAICE- A-1 5TEF'5 AT SECTION A T—, �TAL, 14 I 0 A A V TO O� LLJ <0 r) 6JAM5 FLA5141W, 1 W LL —Y Me— —T At A— �A$� W _j 0 c) 'At SECURE UP45 AT WAD < W AT W c) < U) —SEALAW r) T— 0 �T —Y Ce) —j A &J FI:4N4 IW, < M�) SEALANT 7 (D 5—, AN, TO A� $MAW - D REV5T— )UEATWER BARRIER -WM ATA. — �E'�y —`W -A.,---- I—E. A-- INTER19 R vIEW.� TOP LEIT COMIER NOTES: 1 . faehkV to be fiemble aeff-adheme (min. 4' wide) 9M pan fieshing 2. cmw adl to at West depth of window, pim 2anb fm of wb 3, the pan shail dred water to the wderior crver SO ledft —0 pW 4. raWl fWst*N around retrairift wkWm uM & weather MSW" bander fla Unt WSW Mp a" noie #2 SILL PAN FLASHING weather res sthIa bardw NTS (optional) well sheaft ig F�epared `1 50AF First C:oabt C�,Opter S-11-2013 ATTIC MATCH METAL DRIP OV EXISTING VINYL FASCIA OVE OVERHANG .I NOT TO EXCEED 24" 2X6 SUB FASCIA NOTE: METAL DRIP EDGE TO OVERLAP 3"MIN. AND EXTEND 1/2"MIN. BELOW SHEATHING AND EXTEND BACK ON THE ROOF 2" MIN. INSTALL OVER UNDERLAYMENT WITH A 4"MIN. WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. MECHANICALLY FASTEN THE DRIP EDGE @12" O.C. MAX. TO MEET CODE. 2X4 EXTERIOR WALLS WITH 1/2" OSB SHEATHING WRAPPED IN WATERPROOFING MEMBRANE EXTERIOR FINISH TO MATCH EXISTING COMMUNITY DEVELOPMENT APPROVED FLOOR SYSTEM CONFIRM W/ STRUCTURAL AbUVII: MAO I LK 0 EXISTING N STER MASTER MASTER FAMILY ROOM §S OW VANITY BEDROOM \iT 14ER VAULTED CEILING 8'CLG TO MATCH EXISTING 0 SUNROOM VAULTED CLG A 1 1 1-7-1 1 1 1 1 1 1 1 i i BONUS EXISTING ROOM BEDROOM EXIS'"ING 8'CLG TO BEDRDOM IMATCH EXISTING 1, L FRONT ELEVATION- SECTION SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" PAINTED WOOD TRIM MATCH EXISTING DRIP EDGE R-38 INSULATION 1/2" GYP. BOARD R-13 INSULATION 0 Ln x Uj C14 00 (CD Z 2"x4" LLJ BOTTOM PLATE M 0 0 -j R-13 INSULATIO 1/2" GYP. BOAR R-13 INSULATION CD Cn 00 C� Z-1 0 U LLJ U) Av A SLOPE HII IEI 777rrr.=-777= I I I I IEI I I IF 4" CONCRETE SLAB OVER VAPOR BARRIER 4 SEE STRUCTURAL DRAWING 1/2" EXP. JOINT -�=—I I Ed I GROUT FILLED 8" CMU STEM WALL NOTE: ' 1-11 1=1 ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENS CONT. CONCRETE FOOTING STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. SEE STRUCTURAL DRAWIN�S THESE WALL SECTIONS SHOWN FOR DESIGN INTENT. 2 WALL SECTION SCALE: 3/4" = V-0" W 0 Z O� LLJ <0 r) 0 1 W LL U) W W _j 0 c) cj� Z < W Z W c) < U) P r) T— 0 Z < Ce) —j 0 < M�) 12-29-18 REVISIONS PER ZONING COMMENTS DATED 1-24-18 DATE ISSUED: OCTOBER 13,2017 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11 "X1 711 MEDIA, DRAWING SCALE RENOVATION PLANS A2 DESIGN SET WHERE SECOND STORY IS BEING ADDED, VERIFY THAT EXISTING FOOTING IS 16" WIDE AND 12" BELOW GRADE. SEE DETAIL 3/S1.01 IF LESS THAN 16" WIDE. i i EXISTING FOOTING 18'-2" 8" 8" 8" 2'-9" 2,-6" 2'-6" low 2'-6" 2'-6" X-5" r 1 8" CMU WALL WITH #5 BARS AND 3000PSI AT EACH SIDE OF OPENINGS, CORNERS, AND AT 48" O.C. O N i I I 1 I I S 1.01 I I o I 1 I 4' S 1.01 I I � I SLAB ON 6 MIL VAPOR 2 BARRIER AND TERMITE I v V-01 TREATED COMPACTED SOIL. I I I I I o 'llS1.01 I I- — — — — — — — — — — — — — — — — — — — — — — — J 3'-0" 9'-0"-6'-2" 18'-2" _ OUNDATION PLAN 3000psi CONCRETE WITH FIBERMESH OR WWM. FINISHED z GRAD�o 6 MIL VAPOR BARRIER cV - 16" 6 (3) #4 or (2) #5 CONTINUOUS COMPACTED SOIL f_`4:NTYPlCAL FOOTING %=V-3/4' = 1'-0" 8" THICKENED EDGE WITH (1)#4 12" #5 REINFORCEMENT BARS AT 48" O.C. MAX r— EXISTING FOUNDATION 2 NEW GLULAM. SEE PLAN SIZE AND PLIES. EXISTING 2X DECK FASTEN EXISTING JOISTS TO NEW LVL WITH LUS28, 10d NAILS ALL HOLES. 6 NEW GLULA 6" WIDE BY EXISTING HE GHT FOOTING EXTENSION WITH (1)#4 9" #5 REINFORCEM ENT BARS AT 24" O.C. MAX i-- EXISTING FOUNDATION 2 1.01 X-5" 1 4 Vol 2'-9" 2 8 S3.01 S3.01 (sl / -G) — -- --- - _ _ _ _ -— I 1 I I I 1 I■ I I I I 1 I —I—II I I I I 1 I■ 1 I I 1 1 I - - - - - - -- 5 I I I ISI■I I I I I I _ S3.01 I I I I I Wo I■ I I I I I I _ __ 1 1 1 1 1 1 1■ I I I 1 194 ' 1 1 I I I 1 �- I■ I I 1 I I I +- _ - ----- SII I I I I ISI■ I I I - II -■ I 1 I I I I -- ---- -�I- 1 1 I I I"■I I I I I I _L__1 I 1 1 1 1 1■ I I I 1 I I -f- ,�-- S3.01 I I I I I I I■ 1 1 1 1 I I _ - _ - -_� _ - _ I I I I 1 ■ I �I NEW NON I I CASTCRETE 8F16 -1B PRE AST LOAD-BEARINGp WALLS I I A --- - -1 I 8 6 S3.01 S3.01 S ALL NEW FLOOR JOISTS ARE 16" W180 AT 24" O.C. ALL NEW CMU LINTELS ARE CASTCRETE 8F8-1 B PRECAST 1 LINTELS, UNO. SEE DETAILS FORBOOZER OUTSIDEI INSTALLATION. 24F -1.8E TREATED 5.25"X16" GLULAM BEAM. _ fl 0 FIRST LEVEL WALL PLAN - 1/4" = V-0" r Im EZ 6 ""Vol 2 ii a n. FRAMING NOTES AND LEGEND }m TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: F_ -FNUMBER OF PLIES IN HEADER NUMBER OF KING STUDS (2),2x6,21 I NUMBER OF CRIPPLE STUDS 111 SIZE OF DIMENSIONAL LUMBER SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. PORCH/GLULAM BEAM INTERIOR BEARING WALL O 1 -STORY THREADED ROD INDICATES GLAZING CLASSIFIED AS END ZONE. EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE. SEE "COMPONENT AND CLADDING DESIGN PRESSURES," ON COVER SHEET. OFASTEN BEAM TO NEW CMU WALL WITH AN HTSM20, (8) 10d NAILS IN A BEAM, (6)16"X1-1/2" TAPCONS IN CMU. OFASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING B WITH 10d NAILS AT 3" O.C. 2x6 NO.2 SYP LEDGER OC • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3)1/4'X4" WOOD SCREWS • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD SCREWS AT 16" O.C. OFASTEN LVL TO EXISTING/PROPOSED CMU WITH HUC616, (12) 16d COMMON NAILS IN BEAM, (20) a'X2-3/4" TITEN SCREWS IN GROUT FILLED CMU. SEE TYPICAL WALL SECTION FOR TYPICAL DETAILS. 16" W180 JOISTS AT 24" O.C. FASTEN TO LVL WITH IUS3.56/16. (2) 1.75"X16" 2.0E LVL 8" BOND BEAM WITH (1) #5 BAR CONTINUOUS. 5 SECTION TYPICAL WALL roIo i MIV141+, 1y) Iva SECTIONS. IN LVL, (5) 4"X2-1/4" (D �31 ��YXTION INTO CMU. N M W cu w U T "' a . o M Ill O O o L.L W O O U) Q Of W J z J LL = U w W Z W 0 °0 _U 0 .- 0 th z J D O O a ¢ LL Q U) m _o -2 o i h Z� U) ')'C CO U 0 z O Y N Z U V O %AllII1/// Lu U) F0 x .••��IF• O 2 - 0 : No. 9328 a. �• S TEO Z - N - E O = I - z Z O U cr W o a O a U LL o > w w O a W W of of 0 W — w U T "' a . dcc)c M N O O N L.L W O O U) Q Of W J z J LL = U w W Z W 0 °0 _U 0 cr_ 0 th Q J J D O O a LL LL Q U) m _o -2 o i h N ')'C CO U 0 z O Y N O U V O %AllII1/// 0 .( WAYNF F0 x .••��IF• 2 - 0 : No. 9328 �• S TEO Z - N - Q 0 W — w U T "' a . dcc)c M �— m Z W N L.L W O O U) Q Of W J z J LL = U w W Z Z Q _ °0 _U Q cr_ 0 th Q J J D O O I— Q LL LL Q U) m _o -2 o 0 c%j (n cc0 — w Z T o N a . dcc)c J 3 Y> O N m0 U2 m0 CL ago a V Q 0 0 c%j (n cc0 — Z Z W ¢ Z > J OWE -- o0 U �LL V Z (D U F— 0 � :5; Z cr_ L N Z) LL N< Of O _ LL LL Q U) m _o -2 o Uco C c%j (n cc0 — rn I- LO N * it W ¢ IL U m co c p -- o0 U �LL (D U N U N L N M m J -0 C 7 LL N _ �m m Q U) m _o -2 o i h N ')'C CO U 0 O Y N O U V C7 7 0) %AllII1/// 0 .( WAYNF x .••��IF• 2 - 0 : No. 9328 �• S TEO :•lV�; ,,QE9F .. ; Sheet No. S1.01 2 OF 4 BALLOON FRAME WALL WITH 2X6 AT 16" O.C. 9 TYP 1 1 S3.01 4 S2.01 S2.01 INE OF FIRST S3.01 LOOR BELOW. I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I! I I I I I I I I I I I I I I I I I I! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i l l l l l l l l l l l l l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I i I I I I i 2 f.01 I I I I i C I I I I I I I I 1 1 1 1 1 1 1 I i l l l l l l l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i 1 I I I I 2X12 CEILING 4 JOISTS AT 16" O.0 ALL NEW WOOD -FRAMED HEADERS ARE (2) 2X6 1:1, UNO. SEE DETAILS FOR INSTALLATION. 1 1 S2.01 S3.01 EZ ' I L TO TO BAND I I wEZ z REWS AT 16" O.C. 16" W180 BLOCKING gw EACH END WI rH (2) 10d TOE -NAILS TO ADJACENT JOISTS. N N I W, JOISTS WITH 2) 10d END NAILS AT TOP Lu CHORD. >I S AT 24" O.C. FASTEN TO 2X8 TOP PLA E WITH H3. 0O 0 1 -- F- N u u r; r- 0 m J Lo ui � U xl Q m LO � Q m o ILL W o m o •> Cp 0 c) N NI Ow D 0 Q m I J J m a EZ I 0 I (2), X6 1:3 1 • EZ 1 9 �01 S3.01 TYP BALLOON FRAME WITH 2X6 111 AT 16" O.C. _ FOUNDATION PLAN 1 3 I I 1 I iL---;r-----------rr------------------------1 ------------ L----'�___________�------------------------moi I i i I I I I nl I ul I lu I ut I lu I nl F------ - - - - - - - ---� r� 1111 t III L ---r-- ---�-----� r--------- I I I 1111 ,� I 1 1 1 i t 1 1 1111 i t I I I I i t i t i HI 1 1 , 1 I I I I I I 1111 ! I I I r- I i t 1 1 1 1 I III i ! L------------� I I Ilt 7/16" OSB ROOF DECK FASTENED TO I I , , , I 1 1 I ul I 1 1 1 II I FRAMING WITH 8d RINGSHANKS!AT 6" O.C. , I --------- L- ------41 I k� ON EDGES A D 12" O.C. IN FIELD. i i i I I ---------I r-- ------ 1 I , I I L---------11 L__ _____J I 1 1 SEE PLAN NOTES AND CONVENTIONAL i i i i i L_________________a __________� FRAMING NOTES FOR FASTENING OF! I ' I r------ --_, ------------------- ;------------------------- --- I ROOF AND CEILING JOISTS. ! i I ----------------- ---------------- - �-----------------------,---- ------------- (2) -- ----(2) 2x4 NO. 2 YP TOP PLATE FASTENED I I I I i t WITH (2) RO S 10d AT 16" O.C. -------------------- - ------------------ I I -------------------- -- I I I I STAGGERED. MINIMUM 24" LAP WITH (12) --------------------- -- --- --------- ________ _____________________ _- -_ ______- —__ — _-j 10d IN LAP. STUD TO TOP PLATE WITH H3. FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON EDGES, 12" OjjC. IN FIELD. 2x4 SPF STUDS AT 16" O.C. STUD TO BOTTOM PLATE WITH H3. 2x4 NO. 2 SYF PT BOTTOM PLATE. FASTEN TO TO BAND I iOARD / JOIST WITH (2) SDS25300 SC REWS AT 16" O.C. 16" W180 BLOCKING AT BEARING. FASTEN EACH END WI rH (2) 10d TOE -NAILS TO ADJACENT JOISTS. N 16" X 1.25" BA14D BOARD. FASTEN TO JOISTS WITH 2) 10d END NAILS AT TOP AND BOTTOM CHORD. 16" W180 JOIS S AT 24" O.C. FASTEN TO 2X8 TOP PLA E WITH H3. 2X8 PT SYP TOP PLATE. SEE SECTION 1/S3.01. SEE SECTION 1/S3.01 FOR FIRST LEVEL WALL REINFORCING. 2 TYPICAL WALL ECTION JJ 3/4" = 1'-0" _ -11 OOF PLAN ROOF RAFTER RIDGE BEAM CEILING JOIST (2) 2x4 SYP COLUMN FOR RIDGENALLEY BEAM SUPPORT, FASTENED TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. FASTEN RAFTER TO • COLUMN WITH 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP WITH (9) 8d NAILS IN COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER. FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: NUMBER OF PLIES IN HEADER F— NUMBER OF KING STUDS (2).2x6,2:1 NUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. PORCH/GLULAM BEAM O 1 -STORY THREADED ROD INDICATES GLAZING CLASSIFIED AS END ZONE. EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE. SEE "COMPONENT AND CLADDING DESIGN PRESSURES," ON COVER SHEET. OFASTEN BEAM TO NEW CMU WALL WITH AN HTSM20, (8) 10d NAILS IN A BEAM, (6)-s"X1-1/2" TAPCONS IN CMU. OFASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING WITH 10d NAILS AT 3" O.C. 2x6 NO.2 SYP LEDGER CO FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD SCREWS • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD SCREWS AT 16" O.C. OFASTEN LVL TO EXISTING/PROPOSED CMU WITH HUC616, (12) 16d COMMON NAILS IN BEAM, (20) a'X2-3/4" TITEN SCREWS IN GROUT FILLED CMU. SPH WITH (10) 8d AT 24" O.C. IN HEADER, MINIMUM (2) PER HEADER NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. CRIPPLES TO HEADER WITH MSTA18 WITH (6) 10d IN HEADER, (8) 10d IN CRIPPLE KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. ALL CRIPPLES TO BEAM BELOW WITH MSTA30 WITH (16) 8d BEAM BELOW. TYPICAL HEADER DETAIL - ON BEAM 3/4" = V-0" r m N W W 0)1- CN co N P- aD o N N O o O W O w 2 W J 0 L-2 = U w o w � O O F- ❑ 04Ucli r; r- Q m J 7 ILL U ❑ Q m axi z Q m o rn o m o •> Cp 0 c) N F' O D z m �•` WAY/%F w 0 w z • N M N 9328 OAF• O OR '0E9 s W Z 0 U O a 0 a 0 U 0O a w 0 w C) Z Z Q J �n W z Z W Z LL Du - Up !!W 0 V) O. U00 C W 0)1- CN U N P- aD o N N O o M W O 0 2 W J 0 L-2 = U w WCD Z w O O O F- a 04Ucli Q m J 7 ILL U ❑ m axi z Q m o f ti o m o •> Cp 0 c) N of N c) O D ch rn %%jili►lii �•` WAY/%F w z • N M N 9328 C) Z Z Q J �n W z Z W Z LL Du - Up !!W 0 V) O. U00 C W 0)1- CN U "' M �- Z o N m W Q M W O 0 2 W J 0 L-2 = U w WCD Z Z Q U)v M I— Q J _ -� O a 04Ucli N m J 7 ILL c c� C) Z Z Q J �n W z Z W Z LL Du - Up !!W 0 V) O. U00 C cli cN ((0 0)1- CN 4 o N 3 U)v 00 coo o m0 > n0 O ago ca0 ❑ r U CL Q is ❑ C) Z Z Q J �n W z Z W Z LL Du - Up !!W 0 V) O. U00 C cli cN ((0 0)1- CN 4 w¢ 3 U)v -o coo o U wLL m U c 04Ucli N m J 7 ILL c c� cn = m axi L m Q m o f ti o m o •> Cp T ­Ch c) N of N c) O ch rn %%jili►lii �•` WAY/%F 2m oki N 9328 OAF• OR '0E9 s X11 P2 '1',`\\ Sheet No. S2.01 3 OF 4 FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" COMMUNITY DEVELORE NT DENIED 1 1 1 • .•• .• `�\��\\\` I 1►�` 1�1►�` II 1►\\\t�4\ 1�1 mil lel � ISI \�►\4\\\\ 11 � 11 111 -=1111 II 111 ��N W • 111 IJ � O - •/ ' MASTER -�• �; • . I= - 463 S.F. ADDITION TOTAL BATH fj,, �,,� • �_ ® -. - FFIC • ` z<ACCESS1 II -•• -VAULTED CEILIN MASTER •J I I �1 1� SID 1 W EGRESS S 4'-2" \ III 114'-7" WINDOW 2'-10" 0 Z U) x w EXISTING EXISTING ~ FAMILY ROOM DECK z 0 J Q EXISTING KITCHEN ( x w I o I I v I----------------- i 30'-0" EXISTING SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" X. JORDAN RESIDENCE RENOVATION BUILDING CODE SUMMARY CODE ENFORCEMENT JURISDICTION: CITY OF ATLANTIC BEACH WIND ZONE: 130 MPH (WIND-BORNE DEBRIS) FLORIDA BUILDING CODE - 5TH EDITION OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: TYPE V -B (WOOD FRAME) SPRINKLED: NO FIRE DISTRICT: NO PROVIDE INSULATION PER CODE R-38 IN CEILING, R-13 IN WALLS WORK AREA - EXISTING 1ST FLOOR A/C: EXISTING 2ND FLOOR A/C: NEW 1ST FLOOR A/C: NEW 2ND FLOOR A/C: NEW TOTAL A/C: 843 SQ. FT. 736 SQ. FT. 233 SQ. FT. 463 SQ. FT. 2,275 SQ. FT. ELECTRICAL LEGEND CABLE U DUPLEX OUTLET 6 220 OUTLET QUADRAPLEX OUTLET GFI GFI RECEPTACLE 8 wp EXTERIOR/GFI RECEPTACLE 0 SWITCH 3 -WAY SWITCH 3 SD SMOKE DETECTORCARBON CM MONOXIDE DETECTOR CH COUNTERTOP HEIGHT NOTES: 1. TELEPHONE OUTLETS TO BE 'CAT 5E' WIRE. 2. SMOKE DETECTION PERIRE CODE. 3. SERVICE PANEL AND ELECTRIC METER LOCATION TO BE DETERMINED W/ INPUT FROM THE OWNER AND LOCAL UTILITY COMPANY. 4. ALL RECEPTACLE TO HAVE ARC -FAULT CIRCUIT INTERRUPTERS PER ARTICLE 210-12. 5. HVAC DISCONNECT TO BE PROVIDED BY MECHANICAL SUBCONTRACTOR. 6. ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH LATEST EDITION OF NEC AND FBC. 7. 100% OF ALL INTERIOR AND EXTERIOR PERMANENT LIGHT FIXTURES TO USE CFL/LED LAMPS. Julianne N. Overby,RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 • FL. ID -4621 W U o Z o e w0 0 0 Uj w _LL j 0 C) cj� Zw m Z Wv Q U)� CoQ J O a DATE ISSUED: MAY 26, 2017 0 N ' NOTE: 36-0" 10'-0" DO NOT SCALE DRAWINGS. M " PRINTED ON 11"X17 W MEDIA, DRAWING SCALE w IS HALF -SIZED. Q �- LO EXIS rING Q REESCENCE1 w 301 z RENOVATION PLANS w w a- 0 O EXISTING a DRIVEWAY o TO . o REMAIN co 1 Al 50' PROPERTY LINE - SEMINOLE ROAD ( VMS ffF . U ARCHITECTURAL SITE PLA DESIGN SET SCALE: 1/16" = 1'-0" �y r — — — — — T— A A SIDE ELEVATION A2 SCALE: 1/4" = T-0" 21'-4" EXISTING 12 -TT MITI CLG. = 8'-1.5" 0 F.F. = 0'-0" 14'-8" NEW ADDITION CONFIRM WITH EXISTING B REAR ELEVATION Al SCALE: 1/4" = T-0" 12 3.5 CONFIRM TO MATCH EXISTING -T T EXISTING FAMILY ROOM VAULTED CEILING EXISTING BEDROOM FRONT ELE SCALE: 1/4" = V-0" WOOD FRAME CONSTRUCTION C -1®3.S) GODE COMPLIANT WINDOW INSTALLATION METHOD (FSR WEATHER RESITIVE BARRIER (WRBJ AFI- IED PRIOR TO THE WW INDOINSTALLATION. FLASHING APPLIED Qy)a.@ THE FACE OF THE MOUNTING FLANGE. — STEPS SECTION A �)M UATER SHEDDMG FASHIdJ, ��w STARTING AT THE BASE OF THI¢aYaVl WMDOW —_-� � � • THE W4 t wLRKMG TOJA.RG6 _ - _ THE TOP, INSTALL THE w 1E TO THE 1A- G THE _-- SHEATHMG. (3,� SEALANT DEAD © APPLY SILL FLASHMG lac I BEHIND MOUNTIIY.. ANE. APRT BEAD OF SEALANT zi0 FT encK OF WMDou LdfiE TO HEAD . BOTH JAf'IBS APPY A SEAL THE WMDOW I tE TO OPENItYz BO�"fQl NGE4 NOCa APPLY A Y.' NCM. DIA. TO THE BAOC$IDE FL��I - (INTERIOR) OF THE WINDOW RANCE. M LINE ��.__ � WITH ANY rRE-rJNGCD HpLEB aE SLOTS. -�- 9ET WINDOW W'MG PAN HEAD ' BGR£W6 TO FACILITATE I F}ASNING o INEPEGTION. L ® J.�I`IB 56jLN�T SEALANT BEAD N APPLY JMB FLASHMG APPLY CGNT. 9E4 TO THE MOWT:`G FLANGES AT FLASHItG AND PIQMTMG —T. towT APRT" BEAD - SEALANT THE TOP !HEAD) AND BIDE6 tJMBBJ OF WMGOLL'. T EMpED )AMD FLASHING MTO SEALANT Alm FAST9i — . HEAD M PL.iGE IFLASHMG GOES OrER SEALANT). X, APPLY HEAD FLASHMG ®/✓ U) REMOvE —11 -ELT APPLIED TAPE. ALLOWING WRB TO = FLAT OVER HEAD FLASHING. I APPLY NEW 5 ATNMG TAPE cur �� ✓ /j R DIAGOJAL - SEe "SECU J , _-{'/r WRB - ' _ ATWf I, AD M Z W v fLAEHRIS AT NEAR RM / I •� / - BEYOND JMB fLASHMG. I" // / / SEALANT / / EMBED BOTTOM o THE HE 1 -1-, . THE - NOJSLY LEO OVESE (LASHI Ji ® / / I fLASHI+Ys BETON EACH J GOES p 4 FLASHING I -T.. N RAL . � A I SJrAMB F 4>51-INSs - - -_� / e . �..;.•ri' / / / I I T ff o JAMB :ASHMG TO OvE — 6- FLASH- TALK TOP — -- 6 JA B 1 ­UNDER THE \ o uRp AT rHE HE WE O D.AGRM. "// J \ 1 / SEALANT i �� /// I ( SILL FLASHW. \ SHIM AND ADJ119T ILVNDOW TO ACHIEVE SOl1A- 8 / PLIH'IB, AND LEVEL CONDITION. USE CORD8'- O t RESISTANT FASTENEM. FASTEN WMD PER WMDPW MA^iIFALTtEtER Sf£CIFIGATIONS. ` I ���+�.AT—H�=j2 RE515TANT �I ATA 45 \� D AT A t) DECdEE 4MiLE LAREiULLY LUT THE `SII BARRIER OV A plA<afnAL. Gt TLY RAISE THE T—.— OF THE BARRIER IIP 4ND TAPE THE \` I l I / / TOP COR^BRS AND CENTER TO THE ExTERIOR "� � WRB SUI�ACE AB04E. INTERIOR VIEW ``\„` / TOP LEFT CORNER OF WINDO — '� NOTES: 1. flashing to be flexible self-adhesive type (inin. 4" YA le) sill pan Flashing 2. cover sill to at least depth of window, plus 2' onto face of wrt - sloped surface (optional) 3. the pan shall direct water to the exterior over sill flashing _-sill plate 4. install flashing around remaining window and 5. weather resistive barrier to forth water shedding Apa see note #2 SILL PAN. F LAS H I N G weather resistive barrier NTS COot(ona l) wall sheathing Preoareo BOAF First Coast Chapter 9 -IT -2 13 ATTIC SPACE ABOVE MASTER 11 1 �.........minim WE ...� M an MASTER •IT10:10 VANITY �I�I EXIS oQ qI� • ri- SECTION A2 SCALE: 1/4" = T-0" MASTER BEDROOM 8' CLG TO MATCH EXISTING ❑a BONUS / \ ROOM / \ 8' CLG TO MATCH EXISTING L — — — — J VAULTED CLG MATCH EXISTING ROOF SHINGLE ON 15# ROOFING1c MATCH FELT OVER 7/16" EXISTING I EXTERIOR SHEATHING ---\ MATCH METAL DRIP OVER EXISTING VINYL FASCIA OVER OVERHANG 2X6 SUB FASCIA NOTE: METAL DRIP EDGE TO OVERLAP 3"MIN. AND EXTEND 1/2"MIN. BELOW SHEATHING AND EXTEND BACK ON THE ROOF 2" MIN. INSTALL OVER UNDERLAYMENT WITH A 4"MIN. WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. MECHANICALLY FASTEN THE DRIP EDGE @12" O.C. MAX. TO MEET CODE. 2X4 EXTERIOR WALLS WITH 1/2" OSB SHEATHING WRAPPED IN WATERPROOFING MEMBRANE EXTERIOR FINISH TO MATCH EXISTING FLOOR SYSTEM CONFIRM W/ STRUCTURAL PAINTED WOOD TRIM MATCH EXISTING DRIP EDGE R-38 INSULATION 1/2" GYP. BOARD R-13INSULATION �� BOTTO PLATE R-13 INSULATION 1/2" GYP. BOARD R-13 INSULATION Rd A )its SLOPE 1 III=1 11 I F1I I I I I I I I I I 4" (ONCRETE SLAB OVER b N— VAPOR BARRIER _ SEEI STRUCTURAL DRAWING -I I IEEI I I I° I I 1/2'1 EXP. JOINT =III _ I I GROUT FILLED 8" CMU STEM WALL NOTE: -I I II I I—IIIIIIIII-I I ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENS CONT. CONCRETE FOOTING STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. SEE STRUCTURAL DRAWINGS THESE WALL SECTIONS SHOWN FOR DESIGN INTENT. n 2 WALL SECTION A2 SCALE: 3/4" = 1 °-0" Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 • FL. ID -4621 LLJ oQ U O o zi0 o � o 0 U) UJ = WRQ J � Zw M Z W v Q (/) F D oQ J O IF— Q DATE ISSUED: MAY 26, 2017 NOTE: DO NOT SCALE DRAWINGS. IF PRINTED ON 11 "X1711 MEDIA, DRAWING SCALE IS HALF -SIZED. RENOVATION PLANS . 1, A2 DESIGN SET GENERAL NOTES ALL -THREAD NOTES EPDXY NOTES I l< 1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL -THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED AT 4' O.C. IN ALL BEARING EDITION, ACI, NDS, APA AND ASCE7-10. WALLS, UNLESS NOTED OTHERWISE ON PLANS. 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED ADDITION IN COMPLIANCE 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE. COUNTED AS PART OF THE DESIGNATED O.C. SPACING. 3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) COMMENCING CONSTRUCTION. B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) C. PLACE CORNER RODS 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR D. PLACE ALL OTHER RODS. THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. 4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. 6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE: 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 3. 6" - TYPICAL WALLS, MONOLITHIC FOOTING VAPOR BARRIER AND TERMITE TREATED SOIL. THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 24.4 7" - EXTERIOR WALLS, STEMWALL FOOTING 4. WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, 8" - MASONRY WALLS 22.9 8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND RAFTER AND (5) 8d NAILS INTO THE TOP PLATE. THEIR RESPECTIVE DETAILS ON THIS SHEET. 21.6 NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY D U � 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAF INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL O FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF 7. TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE Al/2- /2"RESPONSIBILITY RESPONSIBILITY OF THE CONTRACTOR. N ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GROUP. (11) INTO STUD BELOW. CONCRETE NOTES 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOl EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". AND 5/S5 FOR STRAPPING ALTERNATIVES. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONVENTIONAL FRAMING NOTES CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE %'l INCHES FOR FOUNDATIONS, AND %4' FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. VAPOR BARRIER AND TERMITE TREATED SOIL. 0-20 24.4 -32.0 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE -NAILS. 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, 20-50 22.9 COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d NAILS INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE 50-100 RAFTER AND (5) 8d NAILS INTO THE TOP PLATE. FOOTING. 21.6 -24.0 D U � 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAF 6. ALL REINFORCEMENT SHAT I BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL 20.8 AND (5) 8d NAILS INTO THE SLEEPER. CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN -i O FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. CONCRETE REINFORCEMENT". 0 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) 8dX1-1/2" NAIL 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., U AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 9. FASTEN RIDGENALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BI N � J (11) INTO STUD BELOW. 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 2411, �w WHICHEVER IS GREATER. 10. 2X6 No..2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOI X m m COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAk 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER 10.3. 11/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT INTERSECTION OF SLEEPER AND EXISTING FRAMING. LOAD TABLE ROOF: 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, LIVE LOAD: INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DEAD LOAD: DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. CEILING: 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF LIVE LOAD: STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT. LIVE LOAD -STORAGE: DEAD LOAD: 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF COMPONENT AND CLADDIN 20.0 PSF DESIGN PRESSURES 7.0 PSF 10.0 PSF 30.0 PSF 5.0 PSF STEM WALL MUST BE FILLED. FLOOR: LIVE LOAD: 40.0 PSF FRAMING NOTES DEAD LOAD: 10.0 PSF 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING DECK LIVE LOAD: 50.0 PSF CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. WIND LOADS: WIND SPEED: 130 MPH 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. EXPOSURE: C IMPORTANCE: 1.0 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE BUILDING CATEGORY: 11 ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER ENCLOSED BUILDING: OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. INTERIOR PRESSURE COEFFICIENT: 0.18 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE ROOF PITCH: MATCH EXISTING TREATED. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 8d = 0. 131 " x 2-1/2" 10d = 0.148"x 3" 12d = 0.148" x 3-1/4" 16d = 0.162" x 3-1/2" 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: HILTI HY150, HILT[ HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN ACCORDANCE WITH APPLICABLE SAFETY LAWS. 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 PSI AND TENSILE STRENGTH OF 2,300 PSI. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS LAITANCE, DUST, DIRT, AND OIL. 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO DO THE WORK. SHEATHING NOTES FOR WALL SHEATHING: 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN 7/16" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 2. 5/16" HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAILS AT 6" O.C. ON EDGE, 8" O.C. IN FIELD. FASTEN TO TOP AND BOTTOM PLATES AT 4" O.C. FOR ROOF SHEATHING: 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN 7/16" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD CONDITIONS, BLOCK PANELS AT 12" O.C. FOR FLOOR DECKING: 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT LESS THAN 3/4" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND MINIMUM 3/4' THICKNESS. E MASONRY NOTES 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS FOR R MASONRY STRUCTURES" (ACI 530.1) OF THE AME RICAN CONCRETE INSTITUTE. 2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90, TYPE N -II 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL CONFORM TO ASTM C150 TYPE I. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED %,,. FULL BEAD AND HEAD JOINTS SHALL BE USED. OF 4. MASONRY GROUT SHALL CONFORM TO ASTM C476. fc OF GROUT SHALL BE 3000 PSI MIN. THE MAXIMUM AGGREGATE SIZE SHALL BE %- GRADED TO PRODUCE FINE GROUT IN CONFORMANCE WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. EFFECTIVE AREA, SF END ZONES, PSF INTERIOR ZON PSF _S, 0-20 24.4 -32.0 24.4 -26.6 N 20-50 22.9 -28.8 22.9 -25.3 N 50-100 21.6 -27.2 21.6 -24.0 D U � 100-200 20.8 -24.4 20.8 -22.9 m 0 Z J 5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE REINFORCING IN CELLS. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL REMAIN IN PLACE UNTIL THE STRUCTURE IS COMPLETE. 7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM A82, SPACED AT 16" O.C. VERTICAL MAX. 8. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-OUT HOLE AT THE BOTTOM CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION. 9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRY UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS. 10. CASTCRETE PRECAST LINTELS TO BE USED OVERALL OPENINGS, UNO. SEE PLAN FOR SIZE AND REINFORCEMENT. r m N 15 o w o � 0 z a z w `m � z 0 O U o Of a O � w U � U) w W U) D Sheet No. S0.01 1 OF 4 w T p N 0 m C7 a) U' N �0 N CL M (36 Z D N 5 U) m m o a a M W O D U � O J Z -2 2 w WZ Z Z Q 0 N � o M m 0 Z J -i O Q 0 0 0 Sheet No. S0.01 1 OF 4 d C T p N 0 m C7 a) U' N N CL N N O (36 U Q Sheet No. S0.01 1 OF 4 d C N � ch (O CT) rl- ko N wa 5 U) m m o a c 0 `o 0 U E: LL m U 0 U N � J �w c cn r X m m 9) a m o Q in �A� .c cq U N cn N O< O U V C:, cu 0Y M O WAYNF No 328 = - _ 9.10 Sheet No. S0.01 1 OF 4 WHERE SECOND STORY IS BEING ADDED, VERIFY THAT EXISTING FOOTING IS 16" WIDE AND 12" BELOW GRADE. SEE DETAIL 3/S1.01 IF LESS THAN 16" WIDE. — EXISTING FOOTING 18'-2" 8" 8" 8" 2'-9" 2'-6" 2'-6" 2'-6" 2'-6" X-5" f ,- -------- — ---------------- N -------------- I I I 1 I I 1 I � S( I 2 4" SLAB ON 6 MIL VAPOR I BARRIER AND TERMITE I S1.01 TREATED COMPACTED SOIL. I I I I I I I I I I 1 I I S1.01 ------------------- J 3'-0" 9'-0" 6'-2" 18'-2" _ FOUNDATION PLAN 3000psi CONCRETE WITH FIBERMESH OR WWM. FINISHED z GRADE d � _ io g r 6 MIL VAPOR BARRIER (3) #4 or (2) #5 CONTINUOUS 16" COMPACTED SOIL . TYPICAL FOOTING 8" CMU WALL WITH #5 BARS AND 3000PSI AT EACH SIDE OF OPENINGS, CORNERS, AND AT 48" O.C. 6" WIDE BY EXISTING HEIGHT 8" THICKENED EDGE WITH (1)#4 EXTENSION WITH (1)#4 12" #5 REINFORCEMENT BARS 9" #5 REINFORCEMENT AT 48" O.C. MAX AT 24" O.C. MAX EXISTING FOUNDATION r EXISTING FOUNDA Y III- -1i( 3" II—III— _{ I I_ ' 11= I=1' III I I s• Ae— 8 I I=1 I I=1 =1 l I IIF ! I i— z III—III—' I11—III I iIII II I—III—I11 , I I I=1 i 11 I= I I El I M I ' I{ � 6 -Iii—Iii _III!! 2 S-31 ECTION /:q;SECTION NG T-5" k�io rNi Lc) 01 2'-9" Vol113 : 2 L01 I I I I I I I i I I I I I I I I I I I I I I �I I I I I I I ISI 4 BALLOON FRAME WALL WITH 2X6 AT 16" O.C. 9 VP 1 1 1 1 3.01 4 S2.01 S2.01 S2.01 S3.01 S3.o1 EZ 2X12 CEILING JOISTS AT 16" O.C. ALL NEW WOOD -FRAMED HEADERS ARE (2) 2X6 1:1, UNO. SEE DETAILS FOR INSTALLATION. 1 1 1 1 I I I I 1 1 1 I I I I I I w I I I I I I I Z10� c M M 7 Z 0 �L I I I I I I 04 a C� I I I I I I I I I I JI I I w� O 0 J Z i o° I I I I I I of wu- I I I I I I NI a:0 I I I I I I in I u.i I I I I I I XI c cu I I I I I I to m m (1) Q to m o fF--7E0 < Z= I I I I I I NI Ow vii N � U � C) co C) O oQ I I I I I I I ma 1 1 1 1 I I I I 1 1 1 1 I I I I 1 1 1 I I I 1 1 1 I I I IF/ 1 9 S3.01 S3.01 TYp BALLOON FRAME WITH 2X6 AT 16" O.C. _ FOUNDATION PLAN 0 U -EXISTING BEAM. t uI 1 i__ ---- ------------I 1 ifll I ! I Itl I I I I ( I I I I I I I t 1 1 I I I I ! 1-------- -----------JI t I I t-----------�-- ------4 !----------- — -- ! I ! i ! I 1 I I I I I! i I t I I i i i 1 1 1 —_--_.---_------_—.---_--------------_—� OROOF PLAN 1/4" ROOF RAFTER RIDGE BEAM CEILING JOIST (2) 2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED •TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. FASTEN RAFTER TO COLUMN WITH 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP WITH (9) 8d NAILS IN COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER. FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2' SYP, UNO. STUD MATERIAL: 2x No. 2' SPF, UNO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS (2),2x6,2:1 LNUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL_ LUMBER SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. PORCH/GLULAM BEAM O 1 -STORY THREADED ROD INDICATES GLAZING CLASSIFIED AS END ZONE. EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE. SEE "COMPONENT AND CLADDING DESIGN PRESSURES," ON COVER SHEET. OFASTEN BEAM TO NEW CMU WALL WITH AN HTSM20, (8) 10d NAILS IN A BEAM, (6)-ji"X1-1/2" TAPCONS IN CMU. OFASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING WITH 10d NAILS AT 3" O.C. 2x6 NO.2 SYP LEDGER OC FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD SCREWS • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD SCREWS AT 16" O.C. SPH WITH (10) 8d AT 24" O.C. IN HEADER, MINIMUM (2) PER HEADER NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. CRIPPLES TO HEADER WITH MSTA18 WITH (6) 10d IN HEADER, (8) 10d IN CRIPPLE KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. ALL CRIPPLES TO BEAM BELOW WITH MSTA30 WITH (16) 8d BEAM BELOW. TYPICAL HEADER DETAIL - ON BEAM 3/4" = V-0" m N m o w o � r; ❑ z z w L: � g z O O U pf o a O U ❑ W W ❑ W N N Hc. U) o z 0 D Lu IZ61 2' C) Z z< Q a J � W > Z W 2 J D Z li 0 L w� �O C OD N ILD cN7 c0 �U c M M 7 Z 0 N 3:(g W a C� N N O �m L.L W O � O 0 J Z J LL = w Wm Z Z Q Z Q Q w M ~ Z Q J J O Q a) m J 7 LL c cu �t m m C) Z z< Q a J � W > Z W 2 J D Z li 0 L w� �O C OD N ILD cN7 c0 c C) N aU rn m m 70-0 3:(g (D a C� N N O ❑ U ¢ ❑ C) Z z< Q a J � W > Z W 2 J D Z li 0 L w� �O C OD N ILD cN7 c0 c aU rn m m 70-0 C o o 0 U u- u - a) cu U 0 04U1714 a) m J 7 LL c cu �t m m (1) Q to m o fF--7E0 < , Cr)> N vii N � U � C) co C) O M > rn IF/ No. — S cu ; /-*OE9FF • .5� Sheet No. S2.01 3 OF 4 D d C7 Q 2'-0" RAFTER SPACING, MAX. m 0 SEE PLAN w 7/16" OSB SHEATHING. SEE WALL N SECTIONS. o > BALLOON RAME WALL. o � WATERPROOFING BY OTHERS #5 BAR EMBEDDED 8" INTO Z �� CONCRETE BOND BEAM AND 25" Q INTO FILLED CELL z 2X10 LEDGER. - L: w 2x RAFTER. SEE CONVENTIONAL d d Z FRAMING PLAN FOR SIZE AND SPACING. a a ° � Z O U LINTEL OVER OPENING. EXISTING CONCRETE BOND o a. o 2X OUTLOOKERS AT 24" O.C. FASTEN TO SEE PLAN. - ____ _____ ° BEAM RAFTER AND WALL WITH (3) 10d 2X10 CEILING JOISTS FOR 0 w TOE -NAILS. STORAGE. FASTEN EACH END -�_ •' 2 2X4 NO. 2x4 PLATE. SEE WALL WITH LUS FILLED WITH 10, ALL HOLES 10d NAILS. —' • • • e , L 4"X4"X3/8' ANGLE FASTEN TO `o SECTIONS. EXISTING FILLED CMU CELL WITH 1/2" LAG BOTLS 24" O.0 3 OUTLOOKER DETAIL 4 EDGERS CTION ` ` _ -_- � - -e • - '° - WITH (2) 1/2" LAG BOLTS AT ENDS ' 01 ,_ 3/4 1'-0" 2x No.2 PT SYP WINDOW BUCKS W P FASTENED TO ALL SIDES OF a a Q OPENING WITH SIMPSON 1/4"x3" j " p - TITEN SCREWS AT 12" O.C. ALL ; D a SIDES OF OPENING. ° ° - — —VERIFY EXISTING FILLED CELL. Z° - • . ! j IF NOT USE 3000PS1 CONCRETE FILLED INTO CMU CELL w/ 1 #5 BAR 16" W180 JOISTS AT 24" O.C..41 16" X 1.25" BAND BOARD FILL ALL CELLS ADJACENT TO I OPENINGS WITH 3000 PSI ° ° CONCRETE AND (1) #4 BAR. BEND INTO TOP COURSE BOND BEAM 12". a W ° e REMOVE BLOCK FOR NEW 2X8 PT SYP TOP PLATE. SEE ° V M SECTION 2/S3.01 FOR - — -I- — OPENING. N SPECIFICATIONS a _T I a a a a m W Q c� i _ IIII . a LL E _-- #5 BAR 25" INTO FILLED CELL w LLJ = &-3/ OW " T. .d AND DRILLED AND EPDXIED 8" Z Q ° e INTO EXISTING FOOTING m r v v Z L EXISTING CMU WALLS Z Q w�' O Z Q d e a J O Q ° L EXISTING STRIP FOOTING Q ° SEE FOUNDATION PLAN FOR ° fl a ° BELOW 7/16" OSB ROOF DECK FASTENED TO 7/16" OSB ROOF DECK FASTENED TO I d ° . ° < FOOTING SPECIFICATIONS. d ° ° d FRAMING WITH 8d RINGSHANKS AT 6" O.C. FRAMING WITH 8d RINGSHANKS AT 6" O.C. d d r a a ° ° a a ON EDGES AND 12" O.C. IN FIELD. ON EDGES AND 12" O.C. IN FIELD. �_T i;; SEE PLAN NOTES AND CONVENTIONAL SEE PLAN NOTES AND CONVENTIONAL FRAMING NOTES FOR FASTENING OF FRAMIN 3 NOTES FOR FASTENING OF ROOF AND CEILING JOISTS. ROOF A41) CEILING JOISTS. (2) 2x4 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. (2) 2x4 NO. WITH (2 2 SYP TOP PLATE FASTENED ROWS 10d AT 16" O.C. 6 TYPICAL 3/4" 1' 0" MASONRY OPENING 7RO P O S E D O P E N I N G o STAGGERED. MINIMUM 24" LAP WITH (12) STAGGERED. MINIMUM 24 LAP WITH (12) 3/4" 1'-0" T 'O N N 10dINLAP. 10d IN P. �� co t� a3 c36U CL D U Q �N O 3/8" ALL THREAD CONNECTORS. SEE 3/8" ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES ON COVER SHEET ALL -THREAD NOTES ON COVER SHEET FOR INSTALLATION SPECIFICATIONS, FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT. SPACIN13 AND EMBEDMENT. ♦ ^ U) FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON —i EDGES, 12" O.C. IN FIELD. EDGES, 12" O.C. IN FIELD. HEADERS OVER 6'-0": SPH WITH ODER, ! PHEADER MINIMUM (2) PER W 2x4 SPF STUDS AT 16" O.C. 2x4 SPF STUDS AT 16" O.C. 2x4 NO. 2 SYP PT BOTTOM PLATE. 2x4 N0.2 SYP PT BOTTOM PLATE. ( n V7 PROPOSED MASONRY WALL Z 16" W180 JOISTS AT 24" O.C. 16" W18 JOISTS AT 24" O.C. NO. 2 SYP HEADER, TYP. SEE M' PLANS FOR SIZE, PLIES, AND EXISTING MASONRY WALL NUMBER OF KINGS AND 16" X 1.25" BAND BOARD 16"X 1.25" BAND BOARD �' CRIPPLES. I; - 2X8 PT BEAM WITH O.C. ANCHOR SYP TOP PLATE. FASTEN TO BOND�� 1/2" ANCHOR BOLTS AT 48" BOLTS EMBEDDED 6" INTO j ( ` 8" BOND BEAM WITH (1) #5 BAR BOND BEAM. PLACE ANCHOR BOLTS #5 REINFORCEMENT, DRILLED AND CONTINUOUS. WITHIN 6" OF SPLICES, AS REQUIRED. EPDXIED. PLACE BAR AT TOP co N EXISTING BOND BEAM COURSE, MID HEIGHT AND BOTTOM COURSE. CELLS IN THE PROPOSED _ AND EXISTING WALLS MUST BE — 6 0„- LO - _ VERIFY #5 BARS AT 48" O.C. MAX. IF NONE, FILLED. MINIMUM EMBEDMENT INTO ALL THREAD CONNECTORS. SEE a v INSTALL. #5 BAR, DRILLED AND EPDXIED 6" EXISTING WALL AND PROPOSED WALL ALL -THREAD NOTES FOR N � `00 8 INTOEXISTING BOND BEAM. EXTEND 25" IS 6 ' INSTALLATION SPECIFICATIONS, 0 �° 1° INTOE PTY CELL. SPACING AND EMBEDMENT EXISTIN 8"x8"x16" MASONRY BLOCK cu U N WALL. VERIFY OR INSTALL #5 VERTICAL v co 8"X8"X16" MASONRY BLOCK WALL. FILL=3 REINFOl ZCEMENT AT CELLS ADJACENT TO u- CELLS VERTICALLY AT EACH CORNER, CORNEI 1, EACH SIDE OF OPENINGS, AND KING STUDS &CRIPPLES: (6) 16d CCU � t EACH SIDE OF OPENINGS AND AT 48" O.C. AT 4'-0" O.C. FILL CELLS WITH 3000 PSI #5 VERTICAL BAR AT CELLS BETWEEN ADJACENT KING STUDS AND CRIPPLES. a-0 Xi m m in WITH 3000 PSI CONCRETE AND (1) #5 CONCRETE. ADJOINING EXISTING CMU WALL. Q o '2 VERTICAL BAR. — Cao NEW EPDXIED BARS AND VERTICAL BARS N o Y N IN SAM : CELL!! U m CD 30' LAP IN VERTICAL BAR VERTICAL BAR DRILLED AND 1%1111111 EPDXIED INTO EXISTING STRIP VERIFY #5 BARS AT 48" O.C. MAX. IF NONE, fT- FOOTING. EMBED 8" INTO EXISTING \ \�•� WAYNF INSTAL #5 BAR, DRILLED AND EPDXIED 6" AND LAP WITH END VERTICAL 25". FLOOR SYSTEM. SEE PLAN FOR ; '••••"'• '9 INTO EXISTING FOOTING. EXTEND 25" INTO SIZE AND SPACING. .• ; • FIC q •'•. 2 EMPTY CELL. n °. _ .593 - ° a • ; ATE •.•�� ° SEE FOUNDATION PLAN FOR FOOTING SEE FO JNDATION PLAN FOR FOOTING e ° SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. • ! �� •'' SPECIFICATIONS. SPECIFICATIONS. • • • • C�""t�r ' Ad . FA \ - /it 1111\\\ Sheet No. TYPICAL CMU/WOOD WALL SECTION (73/SECTION MASONRY WALL CONNECTION HEADER FRAMING DETAILS3,01 - 1 -0 3/4" 1' 0" 3/4 1 -0 4 OF 4 CITY OF ATLANTIC BEACH JUL 3 2018 800 Seminole Road �' ra Atlantic =Beach, .Florida 32233 ri� a V ill,J� REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date Revision to Issued Permit Corrections to Comments Permit # e ' Da Project Address 3 ° Se ' n6 Ge_. Y1/la4--"raV-1Contractor / Contact Name � L4- Sri 3 Email�u sr1 nl (� ^� a7� �r_ �13u �,pEGZS • C0 Phone — Permit Fee Due s� Description of Proposed Revision/ Corrections: - _ oige- We -54- S• See r1ef�J E Additional Increase in Building Value $ By signing below, T (printed name) Contractor/Agent (Contractor Approved � Revision/Plan Review Comments ,(!B ent Review Required: Buildin Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services 0OL� �A(lhtb OUP– S71,0 Additional S.F. (9, affirm the Revision is inclusive of the proposed changes. v l sign if increase in valuation) D to (CQff,t Use _Only) Denied _ _ Not Applicable to Department � 10�- �n a 7Reviewed By — Date k-� GENERAL NOTES ALL -THREAD NOTES 1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL -THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED AT 4' O.C. IN ALI FRAMING NOTES EDITION, ACI, NDS, APA AND ASCE7-10. 40.0 PSF WALLS, UNLESS NOTED OTHERWISE ON PLANS. 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED ADDITION IN COMPLIANCE 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLI4 2.9 WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING COUNTED AS PART OF THE DESIGNATED O.C. SPACING. 3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10- OF EACH CORNER AND AT EACH INT 100-200 CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. T -24A BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO Q A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) � COMMENCING CONSTRUCTION. WIND SPEED: B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) N�i 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. C. PLACE CORNER RODS 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR Ar D. PLACE ALL OTHER RODS. IMPORTANCE: THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE OTHERWISE ON THE PLANS. 4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SE ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER ENCLOSED BUILDING: SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR V 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. COEFFICIENT: SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE RATED NOT LESS THAN ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED TREATED. ASSUMING 2500 PSF SOIL CAPACITY. 6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE: 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 6" - TYPICAL WALLS, MONOLITHIC FOOTING THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 7"- EXTERIOR WALLS, STEMWALL FOOTING WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. 8"- MASONRY WALLS 8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND THEIR RESPECTIVE DETAILS ON THIS SHEET. NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOCATIONS, U.N DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMIT MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) S RESPONSIBILITY OF THE CONTRACTOR. ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GROUP. CONCRETE NOTES 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADI 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FAS' EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". AND 5/S5 FOR STRAPPING ALTERNATIVES. CONVENTIONAL FRAMING NOTES 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y2" INCHES FOR FOUNDATIONS, AND %" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. 4. 4" 3000PS1 CONCRETE SLAB WITH 6X6 W1 A X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. VAPOR BARRIER AND TERMITE TREATED SOIL. 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4)16d TOE -NAILS. 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) & MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE RAFTER AND (5) 8d NAILS INTO THE TOP PLATE. FOOTING. 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS IIN 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL AND (5) 8d NAILS INTO THE SLEEPER. CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4)16d NAILS. CONCRETE REINFORCEMENT". 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) 81 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 9. FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS (11) INTO STUD BELOW. 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24', WHICHEVER IS GREATER. 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NI COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE' 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d 10 REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; INTERSECTION OF SLEEPER AND EXISTING FRAMING. 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER 10.3. 11/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY LOAD TABLE REINFORCEMENT. ROOF: 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, LIVE LOAD: INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DEAD LOAD: DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. CEILING: 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF LIVE LOAD: STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT. LIVE LOAD -STORAGE: DEAD LOAD: 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF 20.0 P5F 7.0 PSF 10.0 PSF 30.0 PSF 5.0 PSF 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 8d = 0.131"x 2-1/2" 10d = 0.148"x 3" 12d = 0.148"x 3-1/4" 16d = 0.162"x 3-1/2" 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. EPDXY NOTES BEARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. :ATIONS MAY BE 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: :RSECTION OF HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN ACCORDANCE WITH APPLICABLE SAFETY LAWS. 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 T EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. FALLS AND HIGH 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 3200 LBS. 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS LAITANCE, DUST, DIRT, AND OIL. 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO DO THE WORK. ° SHEATHING NOTES TIONS, IT IS FOR WALL SHEATHING: WITH (1) ROW 1 USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN 2H. PLACE A 1/2" 7/16" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 2. 5/16" HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAILS :RS BELOW, IT IS AT 6" O.C. ON EDGE, 8" O.C. IN FIELD. FASTEN TO TOP AND BOTTOM PLATES AT 4" O.C. EN THE BOTTOM FOR ROOF SHEATHING: SECTIONS 3 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN 7/16" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD CONDITIONS, BLOCK PANELS AT 12" O.C. FOR FLOOR DECKING: 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT LESS THAN 3/4" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND MINIMUM 3/4' THICKNESS. MASONRY NOTES NAILS INTO THE 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS FOR TO THE RAFTER MASONRY STRUCTURES" (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE. 2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90, TYPE N -II 1-1/2" NAILS. 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL CONFORM TO ASTM C150 TYPE I. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT VALLEY BEAM, SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED %-. FULL BEAD AND HEAD JOINTS SHALL BE USED. 3. BOTTOM OF 4. MASONRY GROUT SHALL CONFORM TO ASTM C476. Pc OF GROUT SHALL BE 3000 PSI MIN. THE THE PEAK. MAXIMUM AGGREGATE SIZE SHALL BE %" GRADED TO PRODUCE FINE GROUT IN CONFORMANCE WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. LS AT EACH 5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA LAP ON ALL SPLICES. PROVIDE BAR SPAdERS AS REQUIRED TO PROPERLY LOCATE REINFORCING IN CELLS. COMPONENT AND C DDING DESIGN PRESSURES EFFECTIVE AREA, SF END ZONES, PSF STEM WALL MUST BE FILLED. FLOOR: 0-20 24.4 FRAMING NOTES LIVE 40.0 PSF -26.6 20-50 22.9 DEAD LOO D: 10.0 PSF 2.9 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING DECK LIVE LOAD: 50.0 PSF 12,1.6 O CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD 100-200 20.8 T -24A Z Q CONSTRUCTION WIND LOADS: Q - � . WIND SPEED: 130 MPH N�i 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. EXPOSURE: C 049 Ar IMPORTANCE: 1.0 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE BUILDING CATEGORY: 11 N ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER ENCLOSED BUILDING: ' S EOF �46 Z OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. INTERIOR PRESSURE COEFFICIENT: 0.18 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE ROOF PITCH: MATCH EXISTING TREATED. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 8d = 0.131"x 2-1/2" 10d = 0.148"x 3" 12d = 0.148"x 3-1/4" 16d = 0.162"x 3-1/2" 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. EPDXY NOTES BEARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. :ATIONS MAY BE 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: :RSECTION OF HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN ACCORDANCE WITH APPLICABLE SAFETY LAWS. 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 T EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. FALLS AND HIGH 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 3200 LBS. 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS LAITANCE, DUST, DIRT, AND OIL. 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO DO THE WORK. ° SHEATHING NOTES TIONS, IT IS FOR WALL SHEATHING: WITH (1) ROW 1 USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN 2H. PLACE A 1/2" 7/16" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 2. 5/16" HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAILS :RS BELOW, IT IS AT 6" O.C. ON EDGE, 8" O.C. IN FIELD. FASTEN TO TOP AND BOTTOM PLATES AT 4" O.C. EN THE BOTTOM FOR ROOF SHEATHING: SECTIONS 3 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN 7/16" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD CONDITIONS, BLOCK PANELS AT 12" O.C. FOR FLOOR DECKING: 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT LESS THAN 3/4" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND MINIMUM 3/4' THICKNESS. MASONRY NOTES NAILS INTO THE 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS FOR TO THE RAFTER MASONRY STRUCTURES" (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE. 2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90, TYPE N -II 1-1/2" NAILS. 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL CONFORM TO ASTM C150 TYPE I. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT VALLEY BEAM, SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED %-. FULL BEAD AND HEAD JOINTS SHALL BE USED. 3. BOTTOM OF 4. MASONRY GROUT SHALL CONFORM TO ASTM C476. Pc OF GROUT SHALL BE 3000 PSI MIN. THE THE PEAK. MAXIMUM AGGREGATE SIZE SHALL BE %" GRADED TO PRODUCE FINE GROUT IN CONFORMANCE WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. LS AT EACH 5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA LAP ON ALL SPLICES. PROVIDE BAR SPAdERS AS REQUIRED TO PROPERLY LOCATE REINFORCING IN CELLS. COMPONENT AND C DDING DESIGN PRESSURES EFFECTIVE AREA, SF END ZONES, PSF INTERIOR ZONES, PSF 0-20 24.4 -32.0 24.4 tq -26.6 20-50 22.9 -28.8 W o 2.9 -25.3 50-100 21.6 -27.2 12,1.6 O -24.0 100-200 20.8 T -24A Z Q 0.8 -22.9 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL REMAIN IN PLACE UNTIL THE STRUCTURE IS COMPLETE. 7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM A82, SPACED AT 16" O.C. VERTICAL MAX. 8. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-OUT HOLE AT THE BOTTOM CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION. 9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRY UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS. 10. CASTCRETE PRECAST LINTELS TO BE USED OVERALL OPENINGS, UNO. SEE PLAN FOR SIZE AND REINFORCEMENT. I 0 OFFICE COPY REVISION BID#. �! -C oo DATES f J J SIGNED m m M LlJ g , 0 za z 4 W z' O U CL O w D o w W o to p z O o w z 9 w - rn� �0 uw a M tq v v 0 m CC W o Q W ch u - W C W J = O � z V M W00 Z Z Q � 0 p Q m � g JQ O N�i N D O 049 Ar ti o N DO UO C Go 04 91 Lf) - rn� uw a aU tq v v 0 V M G1 m J c t'n u. m m r < a) c N�i N O 049 Ar IFICq�;. 2� � m= N ' S EOF �46 Z '/I,V U%%% Sheet No. 1 OF 4 18'-2" 8"8' 8" 2'-6" ^v2'-6" r 1 ----------------------- ------------------------------- - I I 1 I ' I S1.01 I I I I 1 I V -01I I 2 4" SLAB ON 6 MIL VAPOR I BARRIER AND TERMITE I I VO1 TREATED COMPACTED SOIL. I I I I I `- WHERE SECOND STORY IS BEING ADDED, I I VERIFY THAT EXISTING FOOTING IS 16" I I WIDE AND 12" BELOW GRADE. SEE DETAIL 3/S1.01 IF LESS THAN 16" WIDE. I S1.01 I L------- -------------------1 71 EXISTING FOOTING 1 i X-0" 91-00 6'-2" 18 — '-2" ` V _ OUNDATION PLAN 3000psi CONCRETE WITH FIBERMESH OR WWM. FINISHED ° GRADE _ l ° ° 6 MIL VAPOR BARRIER Z (3) #4 or (2) #5 CONTINUOUS w ,ya COMPACTED SOIL 0T31)(__PICAL FOOTING 8" THICKENED EDGE WITH (1#4 12" #5 REINFORCEMENT BARS AT 48" O.C. MAX r- EXISTING FOUNDATION i' / g" �i —t 4" ! / - I-- ,r�� 2 ECTION AFTER NOTED REPAIRS ARE INSTALLED, REMOVE PORTION OF GIRDER AT DOORWAY. --------------- ---------------- ---- 1 --r------------ ------ ; ------ - - -- ---- NEW (2) 2X6 NO.2 SYP FILLER, CPT TO FIT AT EXISTING LOCATION. FAEI$1 PLIES TOGETHER WITH 10d NAILS AT 12" O.C. 5'-0" N i XMI EARE N1 MR-o"V11101"Nal DO Amp— i n 2X8 VERTICAL SCAB OVER PLYWOOD. FASTEN WITH (2) ROWS OF 10d NAILS AT 6" O.C. STAGGERED. -------------------------------- �— EXISTING WALL 1/2" PLYWOOD GUSSETS, FASTENED BELOW. TO ALL TRUSS MEMBERS WITH SDS25400 AT 6" O.C. TRUSS GIRDER REPAIR NTS 6" WIDE BY EXISTING H EXTENSION WITH (1)#4 r- 9"#5 REINFORCE F11 RIDGE FOOTING BARS TION STUD SUPPORT FASTENS 'UD GROUP TO FILLER WITH (2) M $TA18. 2X12 WEB FILLER, FASTENED TO WEB WITH (2) ROWS OF 10d NAILS AT 1 " O.C. AS -BUILT N 080 JOISTS. FASTEN WITH SDS .5600 SCREWS AT 12" O.C. SHIM S NEEDED. 7 =VECTION A I -JOIST NEW GLULAM. SEE PLAN FOR SIZE AND P .IES. EXISTING 2X DECK JOISTS. FASTEN EXISTING JOISTS TO NEW LVL WITH LUS28, 10d NAILS ALL HOLES. r.EW G U LAM 3/4" = 1' ------ -- S1.01 j _ I� nl6 WFLOOR JOIS" W180 AT 24" O.C. i i EXISTING GIRDER REPAIRED FOR DOOR OPENING. SEE REPAIR DETAIL 8/S1.01. -- i I 6 S3.01 ALL NEW CMU LINTELS ARE CASTCRETE 8F8-1 B PRECAST LINTELS, UNO. SEE DETAILS FOR INSTALLATION. IMC%T 1 I-1ilc1 IAIA1 1 n1 AAI 1/4" =1'-0" v.v W . W---. --- TYPICAL WALL SECTIONS. A % 1111 'A,, 1 FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. OHEADER NOTATION IS: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS V-01 (2) 21 x612.1 NUMBER OF CRIPPLE STUDS SHEAR WALLS: SIZE OF DIMENSIONAL LUMBER EZ ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. BOOZER OUTSIDER 24F -1.8E TREATED 5.25"X16" GLULAM BEAM. u LEVATION WITH #5 INTERIOR BEARING WALL S1.01 8" CMU WALL INDICATES GLAZING CLASSIFIED AS END ZONE. ALL OTHER GLAZING LOCATED ON EXTERIOR OF O STRUCTURE WILL BE CLASSIFIED AS INTERIOR M BARS AND 3000PSI 2 8 BEAM TO NEW CMU WALL WITH AN HTSM20, (8)10d NAILS IN OFASTEN A BEAM, (6) jwX7-1/2" TAPCONS IN CMU. EACH SIDE OF OPENINGS, S3.01 S3.01 WITH 10d NAILS AT 3" O.C. U) o 2x6 NO.2 SYP LEDGER OC CORNERS, AND AT 48" O.C. Z w SCREWS A SCREWS AT 16" O.C. O LVL TO EXISTING/PROPOSED CMU WITH HUC616, (12)16d OFASTEN D COMMON NAILS IN BEAM, (20) J"X2-3/4" TITEN SCREWS IN GROUT U o FILLED CMU. O END OF LVL. FASTEN LVL TO EXISTINGIPROPOSED CMU WITH ONOTCH E H3, (5)10d NAILS IN LVL, (3)j"X1-3/4" TAPCONS INTO BLOCK. U a u - a N oCO - -_- 1 1 1 1 1 I I■ I I I 1 1 F.- N Nj 1, g w w I insI I I I I 1w- � O - - - - -- - - - - - 1 1 1 1 I ■ I I I 1 1 4 — — — �--r-- — — — — — — � ( I �1 1 1 t I 1 1■ 1 1 1 1 I Z N c� I ■ I I I I I N m W Q w o 2 5 1 I t J 1 1 ww 1 1 1 1 1 1 —j p a '- 52.01 -. - - •-'— - a C� 00 cV `C" La U ¢ O N I■ I I I I I W ,j Z > CL OW — — — — — — I I I 1 — — — — ---- 1 1 I X t■ 1 t 1 t 1 O LL LL - c w cai a c 0 U w 8 U) L U U. Z4 �m o q O M n .. O I I I I I■ 1 1 I 1 1 2 OF 4 7% S3.01 I I I \,S3_01 I I I I■ I I I I l / I 1 1 1 1 1 1■ 1 I 1 I 1 —*- - - -+-+-- �- }t-- - is I I CASTCRETE 8F16-1pRECAST II I ,--- .jj�-CD 6" WIDE BY EXISTING H EXTENSION WITH (1)#4 r- 9"#5 REINFORCE F11 RIDGE FOOTING BARS TION STUD SUPPORT FASTENS 'UD GROUP TO FILLER WITH (2) M $TA18. 2X12 WEB FILLER, FASTENED TO WEB WITH (2) ROWS OF 10d NAILS AT 1 " O.C. AS -BUILT N 080 JOISTS. FASTEN WITH SDS .5600 SCREWS AT 12" O.C. SHIM S NEEDED. 7 =VECTION A I -JOIST NEW GLULAM. SEE PLAN FOR SIZE AND P .IES. EXISTING 2X DECK JOISTS. FASTEN EXISTING JOISTS TO NEW LVL WITH LUS28, 10d NAILS ALL HOLES. r.EW G U LAM 3/4" = 1' ------ -- S1.01 j _ I� nl6 WFLOOR JOIS" W180 AT 24" O.C. i i EXISTING GIRDER REPAIRED FOR DOOR OPENING. SEE REPAIR DETAIL 8/S1.01. -- i I 6 S3.01 ALL NEW CMU LINTELS ARE CASTCRETE 8F8-1 B PRECAST LINTELS, UNO. SEE DETAILS FOR INSTALLATION. IMC%T 1 I-1ilc1 IAIA1 1 n1 AAI 1/4" =1'-0" v.v W . W---. --- TYPICAL WALL SECTIONS. A % 1111 'A,, 1 FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. OHEADER NOTATION IS: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS V-01 (2) 21 x612.1 NUMBER OF CRIPPLE STUDS SHEAR WALLS: SIZE OF DIMENSIONAL LUMBER EZ ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. BOOZER OUTSIDER 24F -1.8E TREATED 5.25"X16" GLULAM BEAM. u LEVATION AT 16" O.C. LVL WITH 32" O.C. MSTAM24, (b 10d WLVL, (5) J'X�_1/4" TO CMU. d SEE TYPICAL WALL SECTION FOR TYPICAL DETAILS. 16"W180 JOISTS AT 24" O.C. FASTEN TO LVL WITH IUS3.56/16. (2) 1.75"X16" 2.0E LVL 8" BOND BEAM WITH (1) #5 BAR CONTINUOUS. EC ION Y3/4"= 1'-0" OFFICE COP REWISION BP# DATE__I_/-L 1 I SIGNED /w PORCH/GLULAM BEAM INTERIOR BEARING WALL ® 1 -STORY THREADED ROD m INDICATES GLAZING CLASSIFIED AS END ZONE. ALL OTHER GLAZING LOCATED ON EXTERIOR OF O STRUCTURE WILL BE CLASSIFIED AS INTERIOR M ZONE. SEE "COMPONENT AND CLADDING DESIGN w PRESSURES," ON COVER SHEET. BEAM TO NEW CMU WALL WITH AN HTSM20, (8)10d NAILS IN OFASTEN A BEAM, (6) jwX7-1/2" TAPCONS IN CMU. LAST STUD OF PROPOSED WALL TO EXISTING FRAMING OFASTEN WITH 10d NAILS AT 3" O.C. U) o 2x6 NO.2 SYP LEDGER OC • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3)1/4"X4" WOOD Z w SCREWS • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD SCREWS AT 16" O.C. O LVL TO EXISTING/PROPOSED CMU WITH HUC616, (12)16d OFASTEN D COMMON NAILS IN BEAM, (20) J"X2-3/4" TITEN SCREWS IN GROUT U o FILLED CMU. END OF LVL. FASTEN LVL TO EXISTINGIPROPOSED CMU WITH ONOTCH E H3, (5)10d NAILS IN LVL, (3)j"X1-3/4" TAPCONS INTO BLOCK. AT 16" O.C. LVL WITH 32" O.C. MSTAM24, (b 10d WLVL, (5) J'X�_1/4" TO CMU. d SEE TYPICAL WALL SECTION FOR TYPICAL DETAILS. 16"W180 JOISTS AT 24" O.C. FASTEN TO LVL WITH IUS3.56/16. (2) 1.75"X16" 2.0E LVL 8" BOND BEAM WITH (1) #5 BAR CONTINUOUS. EC ION Y3/4"= 1'-0" OFFICE COP REWISION BP# DATE__I_/-L 1 I SIGNED /w 0 Q m M w ¢ U) o Z w ~ a ~ o ' z O U O d w U o a it U- U a u - a oCO W La p w wce af F.- N Nj 1, g w w 1w- � O Q O O c O o Z N c� W U N m W Q w o LL J = O Z w W0° Z ZaWi Q 1- Z c Z Q M —j p a D a C� 00 cV `C" La U ¢ O Z Z J W ,j Z > CL OW -J� ~' Z 'I Z W D LL O LL LL C go 04 c c10 — 0112 c w cai a c 0 U w 8 U) L U U. Z4 �m o Nami N O M n .. O .,,tp�%• ORI G�?�� Sheet No. slool 2 OF 4