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355 6th St 2014 Remodel 35'-0* 31W'/." 8 U. 25'-1 1%" Lu z !�uj ul F71 > 5--0- V/1 9 VA SCREENED RM. 60 yj L LL wiTtiscRuNetmooF u.0 L V/l UJ(D TDOORSH WIER ca re mo j I i lo :c 056 z Lu SKYLIGHT ,V-6' lV-8" zo U) w SCREENED RM. (n Z; !_7. mHTRmlnoN&RooF 0 M. BEDROOM FWoo-D] OHT 1 1W —.110 HT V-2% 2050 WV .2-� 2V-S" 91-7" 51-1 V aLl-9 9 BEDROCM I BEDROOM 2 III/V BATH �O BEDROOM 2 CO) 'w Lu -0% w I� 2644 2664 2449 MSS 24"46 na Z CLOSE 54 9 ra t LA—LL'a 'HALL/ it, 1/11, r. CLG HT. BAT w w BEDRIDOW rl; BEDROOM 3- (to IT Ep UTKm CLOSET Ep cr 5--lo. A 9 -----I Lu i7i.-T I i Eli I? 3'W FROGE 0 Vt 10'-5" &D &D JL KITCHE KITCHEN w wu Aa 9 m CL W 0 0) Z 5-7/." 2�"W grl LIVING ROOM uj w LI�INQ ROOM ST z BREAKFA TLESS FOMPLAC 5. 24'-9" HIMTH BREAKFAST 00 2 ASA u,> 5'.7- L f 5'-4' 1"l IN, 2"' 5m sm 3-4* Z- 2-4 W-4Y." 8'-4'/,' 4- 4'-0" !r 0 0:w L-4 �wo FRONT COVERED PORCH (WO 31'-BA" F� CLEAR GLASS ON ALL PORCH z '4 WINDOWS AND DOORS �Z, 7.1 "1 uj cl EXISTING FLOOR PLAN 6--0- 91-0. 20 0 1/4"=11-0. V-10' 26-8' T-Vi" w a: z Ow 34'.10%' 1 to Z, PROPOSED FLOOR PLAN �o C) z 1/4* V-0' DEC 20114 3 u ca w a: O< V) L) (a>- Ow By— Ah THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHTLAWS. 35'-0" 31'-7YY' .2 LL 25'-11YV Z-8' 14'-Y uj 2" Z 0 2" ci u) 1069 ui LL, 2868 t- SKYLIGHT ILL > Du U, SCREENE6 RM. 9 < SCREENED RM. - WITH SCREENED R60F D- LL,U) LL DO 0� 0 OUTDOOROSH)WER W 0> > AND DRA q J� <0 T-LL, 28M (1) Z 0 Lu w FP SKYLIGHT Lu C? 4'-6 I Ji SCREENED RM. Z� 0 V) WITH TRADITIONAL ROOF L: 0 M. BEDRO M _j 0 z 0 < ;-'-io-8' "SKYLIGHT U) VY' 2" 0 LLI V-2V 2050 U5 z uj z E. 25--8" Lij —3 9'-7" 5 8" ATH GO - M. BATH U) BEDROOM 2 - BEDROCM 1 BEDROOM 2 uJ 10 Z-10", 2 W Cil 20 f 0 L-1 0 IE W C) 13'-9" LAU RY C? LLI C? -0%, co LLJ Ln z 2468 2668 2666 LINEN' 0 CL ILL 0 1 CIL SE 0 z LINEN M 41P 1'.., 4 R.- 1A CLOSETO In LU Eo CLOSET c 2468 .'HALL';! LLJ 8 HALL Lo (D Z < m '-0"CLG H I t I-� 7:67CLG H:� AT Lu W 0 O� c', �0 EDROOM ": B BEDROOM UTILITY < I-- C? CLOSET LLJ 0 L"'ITY C) C' "'IT PU.SEYT 9 5-10 2N 5. 2D68 1 U-5" TRUCE 0< .2 T-0"/ /3'-o TIAI TRY :t:! t Iz co 101-51 00 0 C9 0() Lu ED co 10.r, X 2668 FLOATING SHELVES K!ITCHEN I I D� Ld co 11 Lo 23 KIT E 3: 0-Z co U 0 L T-OW" 2 -2 LIVING ROOM o Lu 5�-71/2-- 2`6 2-9" fr- w 0 Lli LIVING ROOM BREAKF ENTLESSFIREPLAC z A— BREAKFAST 2z 24'-9" 0 WITHHEARTH 0< 5'-7" :5 5'-4" 9'-4/? T-11" T-11" 1 2668 -fq6" 506d 5050 5050 2445 2111, T-4" @ cl�Lu 8'4W" 2'-4" 4'-0 2'-4' 8'-4Y2" ILL]0 FRONT COVERED PORC'H (OF- 0� LIJ I �T 'E 1, "IY2 F- CLEAR GLASS ON ALL PORCH < 31'-8Y." WINDOWS AND DOORS n DO Q 1. 10 ----------- 4m::=i mt-:-::- - ----------------- 9.-oll EXISTING FLOOR PLAN i o,, 25--8-- T-41W' z 1/4" V-0" 34'-10Y? or (D z FD 0 PROPOSED FLOOR PLAN :=J z Z)Lu 1/4" il-Q.. M oe < Do 6 Lij 4 �4 tic) C:) 6 t LLj 00 Ki z M a. —1 —J I-- M LL) X 0 z z CL .0,0Z 0 z 0 z z 0 cr 00 LL. OW*09:1 Z'O\-, 6 C*4 77 C%4 '61 ........... C� Li ;;r oo 00 C'4 _y 04 Z Cr u,ILLI Lj oo o En > C) 0 0 0 –J 9 9 -j 9 F– < M 31'-6" V) 0 49'-6" 3: -C 8 b C) K.I. V) Z7: 6 w v %f .010 sw*091 40'0�� /00, LL) 1501-01, w (L 10,0Z a z z z 0 zwl (0 04 y LOL. F- 0 C) 0 M BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED. THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER,OR TRANSFERRED TO ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. in, Bosco 2158 MAYPORT ROAD Dalgleish Addition PROJECT CONTACT: SCALE: 1 20'-0" SECTIOI APPROVED: CHECKED BY: PAGE#: up ATLANTIC BEACH,FL.32233 Todd Bosco LETTER Building Contractors,Inc. PHONE: 904-241-0320 355 6 th Street PHONE: 904-241-0120 DRAWN BY: T.DAVIS SITE FAX: 904-241-0326 Atlantic Beach i COMMERCIAL AND RESIDENTIAL FAX: 904-241-0326 PAGE 1 — -- I tod,J@boscocustomhomes.com Florida 32233 EMAIL:todd@boscocustomhomes.c I om DATE: Tuesday,December 02,2014 NUMBER'S PAGE TITLE: Proposed Site Plan of I C)ui 0 z -i ft� mo D 0 9 44 C'4 t- r� o '20, Lo 0 Lo CN c) w A CY) 5 co 0 < U) -J 9 w 0 W, 0 C� ca U) 0 00 0 C'4 Lr) I —Lu X Lr) LL 0 -j w (L < C'4 y (L < Z W LL 0 (L 0 0 LU F- C) ui 0 00 Ld Z U) -j L) a- < w w Z� LLJ w C)CL w 00- o*oz u-, z z U) D z z 0 z o 0 w 0 z (1) 0 0 Lu Of 00- LL. > $00-091 Z,o C14 C-� ch C3 x ,0*92 Li Z11 00 0 n 00 ::D Q- Z Lo LLJ Z Clf AS-g-S, LiJ Lj 04 04 y Lo L 0 Lo I tr) L0 01� > - cq 00 00 04 < 0 LL Q 6 Lu U, fD aj 0�� . _lc6 Cf) C3 0c, m 2 c Z" C�"o z(1)16 UZ, ul Q 5- C> co Q z D C'4 ID LIJ Z Lu it L LL-j�z ILJ 1:0 Q� �-,O-o 'o o-) too.()Q I Z Q 0 ZZ Uj uj UJ ui uj::s .:c V) 0: �- to k 75 �ul a) 'o-oz z 0 z oi Q�-Z W -0 z CK 00 z 0 Lu z Lu�i"C Q z 0 (D Z)Q� u%C cc w w 0 =)ry 0 LU CC Cc co 0- 0 - LLJ LL. -i I` z oo LL- :�. Lou u LL. uc 00 , �, 5 Z w 0 0 IT CL m -i m Z) - 0 W 652n wo LLJ 0-- V) 0>. < V)LLJ W OF z V) o LLI (n L) z 00 0 co w o V) z W LLI Lf) -Lo Woo LL. (I Q 0 U) 0 CD Z >- LLI W DO (:Y) 00 w w w Q- >-LLJ.< ui E� 0 z F LU w Z D LLJ < < < < 0 0 I R wom F'0 P ALL-THREAD NOTES EPDXY NOTES b- GENERAL NOTES 0- 1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED Al 6'O.C. IN ALL BEARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER WALLS, UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY EDITION,ACI, NDS,APA AND ASCE7-10. GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. E 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD.-DOWN APPLICATIONS MAY BE 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABL W CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE 5: W ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: 6 7 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150, HILTI HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. z 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A.PLACE SHEARWALL RODS(SPECIFIED ON PLANS) IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS L: W a) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN -0 THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B.PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) E Z 0 C. PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. =3 0 0 z OTHERWISE ON THE PLANS. .0 W I D. PLACE ALL OTHER RODS. 0 IL 0 DESIGN. THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 LL 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. W W D T SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH (0 SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGEN 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE U) DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. ASSUMING 200OPSF SOIL CAPACITY. 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NCT LESS THAN 3200 LBS. 5. ALL HOLES SHALL BE CLEANED WITH CO MPRESSED AIR AND SHALL BE DRY PRIOR TO 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, zi THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: INSTALLATION OF EPDXY. HOLES SHALL BE, FREE OF ALL DELETERIOUS MATERIAL SUCH AS C� LAITANCE, DUST, DIRT,AND OIL. 1�4 WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. W 6"-TYPICAL WALLS, MONOLITHIC FOOTING L 7"-EXTERIOR WALLS,STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK �SHALL BE AN APPROVED CONTRACTOR BY THE 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY AL z EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 0 NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS > C; N 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT ONNECTIONS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE W Z INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTIO TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. DO THE WORK. TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. SHEATHING NOTES CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE: TO FIELD LIMITATIONS, IT W RESPONSIBILITY OF THE CONTRACTOR. ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW FOR WALL SHEATHING: OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACE A 1/2" 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN CONCRETE NOTES OLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. ANCHOR B 7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C.''ON EDGE, 12"O.C. IN FIELD. A 2. 5/16" HARDI-PANEL MAY BE USED IN LIEU OF SB.;FASTEN TO STUDS WITH 8d RING SHANK NAILS W O.C. 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 10. IN LOCATIONS HERE SECOND FLOOR BEARING WALLS BEAR ON 3EAMS/HEADERS BELOW, IT IS AT 6"O.C.ON EDGE,8"O.C. IN FIELD. FASTEN TO TOP AND BOTTOM PLATES AT 4' Z ACCEPTABLE T61 DRILL THE THREADED RODS THROUGH THE HEAE 1ER AND FASTEN THE BOTTOM CED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8'. CY) 2. 6X6 W1.4 X WIA WWM TO BE PLA OF THE ROD WITH A 3" SID WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 FOR ROOF SHEATHING: CY) C14 THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH= 1/2". AND 5/S5 FOR STRAPPING ALTERNATIVES. I. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN C14 3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED 7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. z 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS,CONTINUOUS OVER TWO OR MORE SPANS WITH 0 N CONVENTIONAL FRAMING NOTES OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISO STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO F ELD 0 PRIOR TO POURING. CONDITIONS, BLOCK PANELS AT 12"O.C. I. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. F- k 111� 4. 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% 2. ALL RIDGE AND V`ALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOR FLOOR DECKING: 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT LESS Z U) P OW THE BOTTOM OF THE (0 MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BEL THAN 3/4"THICK. FASTEN WITH 8d NAILS AT 6',0 C bN EDGE, 12"O.C. IN FIELD. 0 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. i I W LO FOOTING. 2. USE OF APA RATED STURD-1-FLOOR IS ALLOWED WITH A MINIMUM SPAN-RATING OF 24" AND I-_ z 5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BAR$CONFORMING TO ASTM-A615. 4. FASTEN R(DOF RAFTERS TO RIDGE BEAMS WITH (4)16d TOE-NAILS.' MINIMUM 3/4'THICKNESS. < _j :D < 6. \IERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5)8d NAILS INTO THE RAFTER AND(5)8d,NAILS INTO THE TOP PLATE. WHICHEVER IS GREATER. 0 7. CORNER REINFORCEMENT SHALL BE LAPPED 25". 6. FASTEN Ro bF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER 0 AND(5)Eld ILS�INTO THE SLEEPER. U) 8. 11EINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 8.1, 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 7. FASTEN HE-�L OF RAFTER TO CEILING JOIST WITH(4)16d NAILS. co 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER 8.2 8. HIP RIDGE IZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12)8dX1-1/2"NAILS. 8.3, 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY a MS TO HOR REINFORCEMENT. 9. FASTEN !fDGENALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 1 Od NAILS IN VALLEY BEAM, 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, (11)INTO FUD BELOW. ON CONSTRUCTION. IF DIMENSIONS CAN NOT BE INC., SHOULD BE USED FOR FOUNDATI DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF Co 04 COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. C� n 83 C"! 10. $- TEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF _�d > ;� I 00 0_ (q 3. 0 a) 11. ALL SLEEPERS , ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH CU STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. CL 15 INTERSEGri6N OF�SLEEPER AND EXISTING FRAMING. 0 0 0 WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF STEMWALL MUST BE FILLED. -RAW, w k E DA BUILDING 1. DESIGN OF WOOD COMPONENTS W 'THIS STRUCTURE IS BASED ON THE 2010 FLORI WOOD CODE, RESIDENTIAL EDITION SPECIFICATION FOR AND THE NATIONAL DESIGN U) CONSTRUCTION. W 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. SON. ALTERNATE CONNECTORS ARE 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMP ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER z OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. W 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. z W 7. DIMENSION LUMBER R SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.1. ALL MEMBE 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 METER AND RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIA LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED 00 C\I 6 C%j Lf) BELOW: 04 W 8d=0.131 x 2-1/2" 0-0 :3 cu CU 10d=0.148"x 3" (n -0,0 12d=0.148"x 3-1/4" 0 .9. 16d=0.162"x 3-1/2" 0 11-LL a) 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN 0 (9 p 04 AND/OR THE FOOTING DETAILS SHEET. C-4 04 %- C0 a) .2 _j :3 L.L 10. CONVENTIONAL FRAMING LUMBER IS2x N0.2 SYP UNLESS NOTED OTHERWISE. IOU W LOAD TABLE C, 0 U) 0 "t ROOF: C\I (D 1) C"! LIVE LOAD: 20.0 PSF co C) @ C0 --1 0) DEAD LOAD: 7.0 PSF CEILING: 10.0 PSF LIVE LOAD: LIVE LOAD-STORAGE: 30.0 PSF DEAD LOAD: 5.0 PSF g E COMPONENT AND CLADDING FLOOR: ov, s LIVE LOAD: 40.0 PSF 10.0 PSF DESIGN PRESSURES DEAD LOAD: DECK LIVE LOAD: 50.0 PSF r EFFECTIVE INTERIOR ZONES, END ZONES, PSF ry WIND LOADS: AREA, SF PSF WIND SPEED: 130 MPH a WE N r";01111 A, C MD FOR CODE COMPLLA EXPOSURE: 0-20 24.4 -32.0 24.4 -26.6 ACE 1.0 Uk IMPORTANCE: MTOF AT 11TIC 3, jq;ACfj 11 20-50 22.9 -28.8 22.9 -25.3 BUILDING CATEGORY: SEE PERMM P ORLADDMONAL ENCjOSED BUILDING: 32 -JUMUMMEN-IS ADTD CONDMONS. INTERIOR PRESSURE 50-100 21.6 -27.2 21.6 -24.0 0.18 20-8 -22.9 COEFFICIENT: 0 !I' fRf9WMqfm,,5!(._ DATF,:_ MATCH EXISTING ROOF PITCH: 100-200 20.8 -24.4 Kom This docufnent,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document witholkAtritten authorization by Alexander Grace consulting,Inc.,shall be without liability to Aleexander Grace Consulting,Inc. - - . ,�I - . � I i I I I : I ; : �,- ! I . . I : : I �I ,, I� I I "', — I I � . I � � i . I I, i 4 1 � I : . � . C I . I I I I I I � . � I � __ - I i � � . �� , � i le I - " .1 i . � � . H ,,� ,/ , , 31-9 , I � I I P (9 11 . IL �: � el /I 1� e z�t I I a- 0 5-4-— �- —26'-1" ;, , I zy < I 1") � ,� - , I", , i 3/8"ALL THREAD CONNECTORS. SEE __5__ - . 11 it, P 'l e ,", , � ?", - I ------------01 - , �t � � .1 I 1 3-3"j , I I I C, �.1, .., ill .11--oll, � 6 "? >- -3: I t"i -9.2L" - 2 ' ,-� �,_,_ '��, I � ,� ALL-THREAD NOTES FOR INSTALLATION M 0 . I � . IIIIIIII -)�'.1 1, ,�i I I :, SPECIFICATIONS,SPACING AND - - -- � IIIIIIII I I I � - �: ." M W - ----- , _e � - -------------------- '. I 1 5 *# �1 -_ , .1 2x6 SPF STUDS AT 16"O.C. 9 W z j if 11., Ij - ----------------- -------------------1 %, S -1 ,i �2 W f jv I -T-- -------T------------------------- 1 4 a t . I I i -1 - z I 1 7 1 r-----I --------------- : I . 2x6 NO.2 SYP PT BOTTOM PLATE.FASTEN < . I �_ I I I 1 1 1 11 I TO BAND BELOW WITH 16d NAILS AT 6" z I . I I I . W I I 1 1 CONVENTIONAL FRAMING - FLOOR O.C. � L I I . 2 1 � a) 2 . I rl,114� 1 1 1 T - .0 2 _" 1 �Si.017 1 2X FLOOR JOISTS.SEE S1.01 I I I � - � 2X JOISTS WITH LIKE SIZED 2X BAND E Z 0 - 1 = �1� W . :3 — I I � L I : 1 T MAX FLOOR SPANS Wll�40 PSIF LIVE LOAD, 10 PSF DEAD LOAD, I � � ,__� BOARD.3/4"PLYWOOD DECKING, z 0 0 1 '-e I I � -0 i= 0� Z 0 O_ 0 - ,L' AND 1.00 DURATION FACTOR. .. FASTENED WITH 8d NAILS AT 6"O.C.ON R 11 . 50 I k.,, SPACING. _"� I 1 1 00 - . I ; I CP I 1� TAB E FOR SIZE AND I I I r2 ,I -j . 1 I IP 9, I 1____� EDGE, 12"O.C. IN FIELD. 0 0 1 1 ____ I I ; I I I GRADE ��,- �, I "' I� i No.1 W W I 1 ! 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" �� -� I �*,� - _,*�,��,li; �', _� �' " - �'1��_'�r�� .�� I ,�, . __ ,i,��',�:""I!`V 1"�,��a i "; qi�_i - -,4, .1� I t ilzr'�R , PA -__ - I - I ,,I,�4,,i,� . r q I r � � � ,"a -V�,iA 11 - � ]i ,11 ff �_��,- - 11 � 'I: '' , r 1:1, , "' `�"__'�'��L __ ,, , � � , " " I , -. - . --4,f,� *�;e , , ,� a ,' f4,'��'4;' __. , __ - ,� - . q u _0 . . . . : a (9 EL FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. STUD MATERIAL: 2x No.2 SPF, UNO. Z3 > W Ae (2)2X6 2:1 4 HEADERS: - L z W UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X L: (3)2XII 0 (3)2XII D L 3.5") COMMON NAIL� AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MA ilim Iiii,i,,iiim Iii,,iiiiiiiiiml mmmil m"m NSA 14111� E 0 MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE :3 0 L) z --- THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. n p W EZ ILI L \1 0 (L 0 0 0 HEADER NOTATION IS: W (2)2X6 2:1 T�l L - -- ------ IF W D (3)2X10 P U) NUMBER OF PLIES IN HEADER Do NUMBER OF KING STUDS -----------I (2),2x6,2:1 zi M mill C4 1 7— ------ W - -------------- NUMBER OF CRIPPLE STUDS IT- SIZE OF DIMENSIONAL LUMBER (2)2X6 2:1 (2)2X6 2:1 SW-4/S3.01 r2 (2)2XIS 2:1 z 0 -------- -----------Tj SHEAR WALLS: F0 ----------S-- ---- It > W Z ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE ----------------- CONVENTIONAL FRAMING - CEILING TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC (3)2X1 0 THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED --------- ----------- BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, MAX CEILING SPANS WITH 10 PSF LIVE LOAD,5 PSF DEAD LOAD, ARE NOTED ON THE PLAN. dl�3 (2)2X8 2:1 AND 1.00 DURATION FACTOR AT 24"O.C. 1,S2.011) -------i 71, ---------------- GRADE, No.1 No.2 SYP -------------- SW -#/S# SHEARWALL LOCATION --------- -- 24" SEE DETAILS FOR FASTENERS (2)2X8 2:1 SPACING 16" 24" 16' r2 ------ --------------- -- Z B 91-101, 101-91, 2X4 11-4' 9-4' %\ -Vol CY) --------- --- ----------- SHEET NUMBER (2)2XIS 2:1 2X6 17'-8" 15'-6" 116-11 13'-11 DETAIL NUMBER C14 --–––––––––––––––– CY) Z C) F- (3)2X10 all 2X8 23"-4" 20'-5" 21'-7" 1IT-7i" SHEAR WALL DESIGNATION --------------- W 2X10 26'-0" 23'-11 25'-7" 20'-11 PORCH/GLULAM BEAM (2)2X 6 2:1 7F------ U) < C) -r W z U) i-- ------ ------------- ------ (2)2X6 2:1 (2)2XIS 2:1 ---- -----";-?-_- X ---------- INTERIOR BEARING WALL (0 CONVENTIONAL FRAMING - ROOF LID (2)2X6 2:1 ---------------------- -------- -- ---- �fi �177 -J Z I I I 1 11 . 1 1 . 1-STORY THREADED ROD Jill MAX ROOF SPANS WITH 20 PSF LIVE LOAD, 10 PSF DEAD LOAD, (D AND 1.25 DURATION FACTOR L T GRADE, INDICATES GLAZING CLASSIFIED AS END ZONE. D SYP No.1 No.2 ALL OTHER GLAZING LOCATED ON EXTERIOR OF 0 SW-4/S3.01 T STRUCTURE WILL BE CLASSIFIED AS INTERIOR 1+ 01 1 - 0 SPACING 16" 24" 16 24' ZONE.SEE"COMPONENT AND CLADDING DESIGN U) ON COVER SHEET. PRESSURES,' 2x6 14'-1" 12'-3" 131-51, JIM ,A/ :j 20138- 120 2x8 18'-6" 16'-2" 'IT-11" I T-1 1 VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING.NUMBER OF I STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO nil " 2X10 23"-2" 181-111, 20#-31- 16'-6" STUD GROUP WITH (2)MSTA24. FASTEN STUD GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED. 2x12 26'-9- 22--6" 23'-10" 19'�-6-' </ PLACE 6x6 POST UNDER BEAM BEARING.FASTEN BEAM TO POST C\j WITH (2)AC6. FASTEN POST TO FOOTING WITH ABU66. USE 10d NAILS >1 -00 IN ALL HOLES. C� 3: CD 2 2 11: COL (Cl ROOF FRAMED WITH: 0 0 10 BEAM TO BEAM WITH LUS210-2,ALL HOLES FILLED WITH 10d NAILS. 2X8 HIP RIDGE BEAMS, UNO. X !1`7 2X8 COMMON RIDGE BEAMS, UNO. 2X8SLEEPERS SEE CONVENTIONAL FRAMING NOTES FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING 'V� FOR FASTENING SPECIFICATIONS. WITH 10d NAILS AT 3"O.C. D� [A SEE TABLES ON THIS SHEET FOR RAFTERI AND JOIST SPANS. DOUBLE 2X12 CEILING JOIST.FASTEN PLIES j 11 TOGETHER WITH (2)ROWS OF 10d NAILS. D ROOF RAFTER 1,-7jl�—q__ 0- ------------- ----------- J RIDGE BI EAM ----------------- LL A A! 0 D ------------ CEILING JOIST 0 —-—-—-—-— COLLAR TIE ------\4= L --- -------- LL 41- - ------ --------- - ------ IdLj (2)2X8 2:1 SLEEPER 2X1 2 2:1 IQS 2 1,r --------- - �-'-f 000' (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 D WITH (9)8d NAILS IN COLUMN,(9)8d NAILS INI TOP PLATE/HEADER. co N C14 to cy)to LO C14 4 11 — I A � 9— (2)2X8 2:1 (2)2X8 2:1 (2)2X8 2:1 W (L 0 ---jLLm— =3 0 .2.2 Al U-U- -7, C:) to 0 N -j U- wo V X OR EFJ—�i�--i =—==I—==I�—1 C) CN 0" '1.4 < T" S.- 7 1z 40 X A v-, t, OOF PLAN FF 1/4" V-0' Sheet No. N S1m02 (2)2X6 2.1 21, (2)2X6 271 (2)2XIS 2-1 172X6 2-1 3 OF 4 A tion by Alexander Grace Consulting,Inc.,shal be Without liab itity,to Alexander Cffaci Consulting,Inc I,together with the concepts and designs presented herein is intended only for the specific purpose and client for Which it was prepared. Reuse of and Improper reliance on this documentwithout.'Witten authoriza This documon �14 h I �A m SW 7/16"OSB ROOF DECK FASTENED TO TOP PLATE TO HEADER: SEE TABLE BELOW FOR SHEAR FRAMING WITH 8d RING SHANKS AT 6" SSP AT 16"O.C. WALL HOLD DOWNS.SHEAR O.C.ON EDGES AND 12"O.C. IN FIELD. WALL ANCHORS TO BE WITHIN W 3"OF DOUBLE STUD GROUP. 9 HEADERS OVER 6'-0":SPH WITH(10) ------------------- EXISTING TOP PLATE TO REMAIN. Wx3"SQ WASHER AT TOP OF 8d AT 36"O.C. IN HEADER, MINIMUM THREADED ROD HOLD DOWN. z (2)PER HEADER F- SEE CONVENTIONAL FRAMING NOTES NO.2 SYP HEADER,TYP. SEE PLANS z FOR RAFTER TO TOP PLATE FASTENING. FOR SIZE, PLIES,AND NUMBER OF 7/16"OSB FASTENED TO KINGS AND CRIPPLES. KING STUDS TO TOP AND BOTTOM FRAMING W/8d AS SHOWN IN E Z 0 PLATE WITH SSP. z 0 0 (2)2x NO.2 SYP TOP PLATE FASTENED THE TABLE BELOW �Q p 0� i 0 a- 0 WITH (2)ROWS I Od AT 16"O.C. NEW HEADER.SEE PLAN FOR SIZE, R U_ STAGGERED. MINIMUM 24"LAP WITH (12) KINGS AND CRIPPLES. UJ W D 10d IN LAP. HEADER KING STUDS ARE C) (0 3/8"ALL THREAD CONNECTORS.SEE ACCPETABLE AS SHEAR WALL S2 . ALL THREAD CONNECTORS.SEE ALL-THREAD NOTES FOR INSTALLATION ALL-THREAD NOTES FOR END STUDS SPECIFICATIONS,SPACING AND INSTALLATION SPECIFICATIONS, CRIPPLES TO HEADER: I r____ EMBEDMENT SPACING AND EMBEDMENT MSTA18 WITH(6)10d IN HEADER,(8) 10d IN CRIPPLE CNI W z KING 3 STUDS&CRIPPLES:(6)16d INSTALL DOU13LE STUD GROUP BETWEEN ADJACENT KING STUDS AT EACH END OF SHEAR WALL. co AND CRIPPLES. FOR DOUBLE SHEAR WALLS, 0 USE(4)STUDS. > d &31 CRIPPLES TO EXISTING BEAM WITH W z IN EACH MTS20, MIN (7)10d NAILS END. FLOOR SYSTEM.SEE FOUNDATION PLANI. EXISTING FLOOR JOISTS 7/16"OSB ROOF DECK FASTENED TO ... ...... 0 FRAMING WITH 8d RING SHANKS AT 6" EXISTING FLOOR BEAM O.C.ON EDGES AND 12"O.C. IN FIELD. CV) I NPE'T 04 fill Ill Ill Ill 111-111 C\1 rMi =1rFI L GROUND SURFACE BELOW C0 _j LL SEE CONVENTIONAL FRAMING NOTES TYPICAL HEADER FRAMING DETAIL SHEARWALL SC'IiEDULE L) FOR RAFTER TO TOP PLATE FASTENING. TAIL OFF-GRADE 1.41 1 F- ANCHOR SIZE < 3 EADER FRAMING DE SHEARWALL EDGE SPACING SHEARWALL CD u) 1/2" V-0.1 AND EMBED 1: 111 PORCH BEAM.SEE PLAN FOR SIZE AND DESIGNATION 8d NAILS ANCHOR DEPTH z U) I-_ 00 PLIES. I Q0 SW 3"O.C. 1/2"q'OD 1/2", 12"DEEP LO _j _j Lo F- (y) z SW2 2"O.C. HDU8-S'DS2.5 7/8", 12" (D < (2)SW 3" O.C. (2)HDU8�SDS2.5 (2)7/8", 12" _j IM (2)SW2 2"O.C. (2)HDU1 1-SDS2.5 (2)7/8", 12" NOTES 0 1."(2)"DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. U) 2.5/16"HARD[-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16"OSB ON EXTERIOR WALLS IF 0 SHOWN ON THE FRAMING PLAN. co 3.OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE FRAMING PLAN. SHEAR WALL NAILING PATTERN 'MUST BE PROVIDED ABOVE AND BELOW OPENINGS. CEILING JOISTS.SEE TABLES FOR SIZE AND SPACING. FASTEN TO TOP PLATE 4.SHEARWALL SECTIONS ARE NAILED AT 6"0.61.JIN FIELD WITH 8d COMMON NAILS.SEE WITH (3) 10d TOE-NAILS. FASTEN TO TABLE FOR EDGE SPACING. EACH OTHER C14 C14 .0 0 M 0 a) 0 > 3: p _;�: C� 00 20 ai C, SHEAR WALL ASSEMBLY DETAIL 2 < SEE CONVENTIONAL FRAMING NOTES 1/2" V-0" FOR RAFTER TO TOP PLATE FASTENING. (2)2x NO.2 SYPTOP,PLATE FASTENED. iv WITH (2)ROWS i Od, 1,6- 0.C. STAGGERED. MINIMUM 24"LAP WITH(12) 10d IN LAP. 3/8"ALL THREAD CONNECTORS. SEE ALL-THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT W 4 (D �r;3%S E CT 10 N U_ 4 6 C14 LO co CD LO Uj< IL U) 0 LL ILL 0 C) (D -0 -5 U__j C: U) M K (D it) W < C> .5 Cq c: 04 (0 -10 ca C) __3 0) Ay Me: 32 . GEO F= EMR, 1 -14 Sheet No. 14. S2001 This document,togethe(with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Rouse of and improper reliance on this document whhoutwdien autfxsr�adon by Alaxande�Grace Consulting,Inc.,shelf be without liability tDAllexandef Grace Consulting,In 4 OF 4 ---%Am� F IL r COP UJ w 0 cf) LLJ 0 LOT '23 z uj w BLOCK 8 z cc FOUND 1 /2 . 0 m w FOUND 1 /211 Fo 0 w z ME w IRON PIPE IRON P LL W z w 0 > Imp* 0 w 0.0 , 0. 2 -j -j w < E: C) W U) 6 co of Lu _j W > > 0 Ir Lu 201-011 0 41 W U) C) 0 LOT FLOW -8.5" Z +2.01l; 9 ONSITE RETAINAGE -2.5" 0 w Q0 738 CU.FT. --3 C) z w ca uj w po. 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