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1122 LINKSIDE CT E - KITCHEN REMODEL DRAWINGSDESIGN SPECIFICATIONS DESIGN CODE: 2014 FLORIDA BUILDING CODE — RESIDENTIAL LEVEL II ALTERATION DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES ROOF INTERIOR FLOOR ROOF LOADING (cd=1.25) 10 (cd=1.00) TOP CHORD LIVE LOAD 20 psf +16.3 —17.9 40 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf BOTTOM CHORD LIVE LOAD 10 psf xEA. SIDE. 0 psf BOTTOM CHORD DEAD LOAD 5 psf NAILS 5 psf DEFLECTION CRITERIA: STAGGE ED EA. SIDE. BEAM. BEAM. 2 & 3 PLY BEAMS 2x4 OR ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 M. WIND LOADING: ASCE 7/10 c� BASIC WIND SPEED (ASCE 7-10) -------------- 130 MPH IMPORTANCE FACTOR — — — — — — — — — — — — — — — — — — — — — — 1.00 MEAN ROOF HEIGHT ----------------------- �. 30.0 FT ROOF PITCH — — — — — — — — — — — — — — — — — — — — — — — — — — — — 6/12 BUILDING CATEGORY ----------------------- II EXPOSURE CATEGORY — — — — — — — — — — — — — — — — — — — — — — B ENCLOSURE CLASSIFICATION -----------------ENCLOSED INTERNAL PRESSURE COEFFICIENT -------------- f .18 COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) 'a' = 4'-6" 10 +18.2 —19.8 +18.2 —24.4 50 +16.3 —17.9 +16.3 —20.6 100 +15.5 —17.0 +15.5 —19.0 • THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. • LINEAR INTERPOLATION IS PERMISSIBLE. • = MINUS SUCTION. AND U PLUS PRESSURE • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SCOPE OF SERVICE MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO TRUSS REPAIR SHOWN ON PLAN. ITEMS NOT DESIGNED INCLUDE WATER/WEATHERPROOFING, PRE—ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY INDICATED, TRUSS—TO—TRUSS CONNECTIONS, ARCHITECTURAL EMBELLISHMENTS NOT SPECIFICALLY INDICATED (EYEBROWS, CORNICE, CORNICE RETURNS, PROJECTIONS, ETC) AND ANY OTHER ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM, INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED I BASED ON AVAILABLE SOURCES TIME AT THE E OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. NOTES: 1 4 V2 1. TYP. CONNECTION AT STUD COLUMNS, JACK—TO—KING ASSEMBLIES, CORNER POST, ETC. U 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY R IN ADDITION TO (2) PLYS N (4) ROWS 12d • (1) ROY NAILS 0 U OF 1 Od 4" O.C. AT 12" O.C. • 2x6 ME 4BERS xEA. SIDE. (2) RM I OF 1 O (3) ROWS 12d Z NAILS 4" O.C. AT 12" O.C. 2 PLY 3 PLY STAGGE ED EA. SIDE. BEAM. BEAM. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST BUILT—UP MEMBER FASTENING NEW 2x4 SYP#2 SCRIBE. FASTEN SECTION SCALE: 1/2" = V-0" SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR 3K$0 PLYWOOD GUSSET INSTALLED E& SIDE WITH CONSTRUCTION ADHESIVE AND FASTENED w/ 2—ROWS OF 8dx2i © 6" O.C. STAGGERED FROM OPP. SIDES AT ALL WEBS AND CHORDS. NEW FULL HEIGHT 2x4 SYP#2 SCRIBE. FASTEN EA. END w/ 2-8d TOENAILS. WOOD SPLICE PORTION OF TRUSS TO BE REMOVED. FISTING LOAD BEARING NLL TO BE REMOVED. E t I �� i a I A . '1 e '`,,• v' �" i'.:. ,� t''+*"°.z. > ,-''� ..- ....; " is �.. P ROOF TRUSS TO y �. I BE REPAIRED PER €�f i I DETAIL 2/S1.0. _ r . r F EXISTING p , _ i a r ._. ...a PRE—ENGINEERED . . ROOF TRUSSES TO REMAIN AS Is. a s, K � � k 5 i z ' ` •, : yr. F .-_ca,uw.z'�aa, .�.x .•.sxv,r:Is,-M :^'�C' k� d 4`' � . 'Is . rx3� 8 r r u +a (3)2x4 SPF#2 POST. STRAP s BEAM TO POST w/ 1—HTS16. ; .,t I CONTRACTOR TO VERIFY MIN. `, R EXISTING LOAD BEARING WALL '. 12 DEEP FOOTING DIRECTLY _ NEW ±5 3 a 3 TO BE REMOVED. BELOW POST. OPENING ! 11 I w SI f ..... (3)2x4 SPF#2 POST. STRAP MPSON LTT20B �- - � { z BEAM TO POST w/ 1—HTS16. „ I t FASTENED w/ v. ,` 2 I I r 2 CONTRACTOR TO VERIFY MIN. Fa x6 TITEN HD. .ot 12DEEP FOOTING DIRECTLY r __.L O W mK __ BE POST s JJII�j1t( xyw. : �yrrX'x',° '.�` ' y,.. :. _.. ..-..., r.a :.. f i} I � RN ': mR K. xa ✓. µt �evw.+M.r4Y_ ,.s•:.. ' Y ,v. a x. x• EXISTING 2 x12 BEAM �. SIMPSON LTT20B s ( ) r NEW (2)2x12 ��� . x m FASTENED w._ TO REMAIN AS IS. / �JI SYP#2 BEAM. z 6 TITEN HD. Z,777777 77/7 °-. , _ CON RACTOR TO VERIFY � � � � EXISTING LOAD_ BEARING WALL ON—LOAD BEARING _ r D WALL TO BE REMOVED. ..t . '�• A".�', TO BE REMOVE v k PARTIAL PARTIAL FIRST LEVEL FRAMING PLAN SCALE: 1/4" = 1'-0" FILE COPY REVIEWED OR CODE COMPLIANCE CITY , F ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIRE�WENTS AND CONDITIONS t REVIEWED BY _ ' 1,_ DATE: APP 1 0 200117 Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE F L P E#53311 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. J U U w W ❑Ln e h. �L U Z EXISTING Z N J ' r � PRE—ENGINEERED ROOF TRUSSES TO `. M. REMAIN AS IS. c� �. } i S e "J, PARTIAL PARTIAL FIRST LEVEL FRAMING PLAN SCALE: 1/4" = 1'-0" FILE COPY REVIEWED OR CODE COMPLIANCE CITY , F ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIRE�WENTS AND CONDITIONS t REVIEWED BY _ ' 1,_ DATE: APP 1 0 200117 Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE F L P E#53311 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA, GENERAL NOTES AND FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RENOVATION DESIGN/DRAWN/CHECKED CS JB LAP DATE 03.13.17 SCALE AS NOTED LPA No. JBLD-17-00210 CONTROL No. SHEET S190 SHEET 1 OF � J U U w W ❑Ln pp �L U Z J Z N J N � Q DESIGN CRITERIA, GENERAL NOTES AND FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RENOVATION DESIGN/DRAWN/CHECKED CS JB LAP DATE 03.13.17 SCALE AS NOTED LPA No. JBLD-17-00210 CONTROL No. SHEET S190 SHEET 1 OF � 3'42" 1 i 2'--6" U)_ m M r - n z " 0 1 "DEEP SiELVING 18" DEEP O.HaC. WASHER 3, $ 2" DRYER 18" BEEP O.HIc. 2'-6" 33" CAB. HANGING BAR 2'— 7 1 /2" 21— 6„ -S• I " 12" DEEP O CAB. — I O AB. /\ N 1 V 4'-4 7/8„ L4 v rn 6" DEEP SHELVING CANS, BOXES, ETC. I -v o nm D X rr m z - PANTRY rn cn 5'-4"X4'-4" U)_ m M r - n z " 0 1 "DEEP SiELVING 18" DEEP O.HaC. WASHER 3, $ 2" DRYER 18" BEEP O.HIc. 2'-6" 33" CAB. HANGING BAR 2'— 7 1 /2" 21— 6„ -S• I " 12" DEEP O CAB. — I O AB. /\ N 1 V 4'-4 7/8„ L4 v " I nm D X a 00 _ z 2'— 7 1 /2" 1, _ 6,e 3P-51* N CA V I 0 V 9'-8 1/2" I rn 30" 18" CAB. CAB. N O.H.C. O.H.C. FLOOR PLAN —1. SCALE - 1/2 :1'-0 2) 181f CA OR 1) 36" CA r O S4 0" " 36" ICAB. N O O.H.C. 17" IAW LOM .*. nWM Seib -m-"71 W E z�� aA� V) U o 04 o ° � 4 0c*j� Tee ee►ttee ooedeaeb et tur and 6= a+ MR =rite..s., If Ma -MR la...r eal eeaelretw p "Utr at law= am+. SO �eoreeeev m d fidt oeeignb my ut ti. r»0. pbok"arud or ae mamma dtawR eeeeeea! *a We s wd e L a a a a N1� N06 Due al" seek Deers by ,mays AMW Chaded by lb"t se. of Elevations 1.2 ADDITIONAL: PERMIT REQUIRED, FOR ANY TREES REMOVED, -Al trees to remains tnLst tier 6errWod e menimum of 5 ft. from the trunk of each tree, parricadcs asst be instalte;f FEFOEE site cl:.arnng end remain it, Oma during All I haws of construction."` hUG 6t evNN`" U , � o I J Z2 Lt�KSrDE Gcx%�T E�FST APPROVED SELVA LINKSIDE ARCHITECTURAL REVIEW COMMITTEE DATE: •-Z 3--�1! pf ATL�HTIC '' AN St111011V3 OCc' ;6� UG 1.1991 'M�rzct/- tz S'v DESIGN SPECIFICATIONS DESIGN CODE: 2014 FLORIDA BUILDING CODE — RESIDENTIAL DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN RENEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM RQDF- Fl" ROOF LOADING (cd -1.25) (cd 1.00) TOP CHORD LIVE LOAD 220 psf 40 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf BOTTOM CHORD LIVE LOAD 10 psf 0 psf BOTTOM CHORD DEAD LOAD 5 psf 5 pef OPFLECTDN CRITERIA: ROOF FRAMING UNE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING: LIVE LOAD L/360 d: TOTAL LOAD L/240 WIND LOADING: ASCE 7/10 BASIC NAND SPEED (ASCE 7-10) -------------- 130 MPH IMPORTANCE FACTOR ---------------------- 1.00 MEAN ROOF HEIGHT ----------------------- 30.0 FT ROOF PITCH ---------------------------- 8/12 BUILDING CATEGORY ----------------------- U EXPOSURE CATEGORY ---------------------- B ENCLOSURE CLASSIFICATION -----------------ENCLOSED INTERNAL PRESSURE COEFFICIENT -------------- t AS COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES 7RIBUT Y AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE PS 'o' 4'-8' 10 +18.2 —14.8 +18.2 —24.4 50 +18.3 —17.9 +16.3 —20.6 100 +15.5 —17.0 1 +15.5 —19.0 • THE VALUES ABOVE ARE ALLOWABLE WINO PRESSURE VALUES (ASD). THE ABOVE NAND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED • COMPONENT O CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. • LINEAR INTERPOLATION IS PERMISSIBLE. • PLUS - PRESSURE AND MINUS - SUCTION. • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SCOPE OF SERVICE MANS AND MET140D5 THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QB BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES: FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. STRUCTURAI DEMON ES THE ITEMS SPECIFICALLY OE GNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO TRUSS REPAIR SHOWN ON PLAN. ITEMS NOT DESIGNED INCLUDE WATER/WEATHERPROOFING, PRE—ENGINEERED WOOD FLOOR AND ROOF TRUSSES. FLOOR FRAMING NOT SPECIFICALLY INDICATED, TRUSS—TO—TRUSS CONNECTIONS. ARCHITECTURAL EMBELLISHMENTS NOT SPECIFICALLY INDICATED (EYEBROWS, CORNICE. CORNICE RETURNS, PROJECTIONS, ETC) AND ANY OTHER ARCHITECTURAL. MECHANICAL OR ELECTRICAL SYSTEM. INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TW OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM tNFORMATION INDICATED IN THESE DRAWINGS, CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR EPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE IIID ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIWTY OF THE CONTRACTOR, NEW 2x4 SYP#2 SCRIBE. FASTEN 4- PLYWOOD GUSSET INSTALLED E& $X WITH CONSTRUCTION ADHESIVE -AND FASTENED w/ 2—ROWS OF 5dx2} O 6' O.C. STAGGERED FROM OPP. SIDES AT ALL WEBS AND CHORDS. NEW FULL HEIGHT 2x4 SYP#2 SCRIBE. FASTEN EA. END w/ 2-8d TOENAILS. ROOF TRUSS TO BE REPAIRED PER DETAIL 2/S1.0. ` PLYWOOD SPUCE EXISTING PORTION of TRUSS PRE—ENGINEERED TO BE REMOVED. ROOF TRUSSES TO;I REMAIN AS IS. .,J MOSCIN AT SPA 01010L JACK-TO-ra m Asslem cmMA pm. 2. VoCm NlutNiti pcquaxo rap cram ar w AcomaM TD (2) PLYB (4) SOMI 12M le 04d ELmumm A6 WL (» pI1Me ten?' ?t AT I2' 0.0 2 PLY 3 PLY �)11aT IDa MAU • 4.0 C. (i N2) or god AKt • v O.C. eT NEW 2x4 SYP/2 SCRIBE. FASTEN HUS210-2 HANGER EA. END w/ (TYP.) 2-8d TOENAILS. SHORING IS THE i�T�YTOF THE EXISTING LOAD BEARING WALL TO BE REMOVED. EXISTING LOAD EA. ICE. IAM. KAK 't k 3. PLY 119A b14 d! 2,8 IaOBT , II tip np 1 BUST-UP MEMBER FASTENING 2 SECTION 12" DEEP FOOTING DIRECTLY NEW t5'-3' TO BE REMOVED. S1.0 SCALE: I/2' - Y—G1' BELOW POST. ROOF TRUSS TO BE REPAIRED PER DETAIL 2/S1.0. CONTRACTOR TO VERIFY EXISTING LOAD NON—LOAD BEARIN BEARING WALL 11 1 WALL TO 13E REMOVED. TO BE REMOVED. EXISTING PRE—ENGINEERED ROOF TRUSSES TO REMAIN AS IS PARTIAL FIRST LEVEL FRAMING PLAN SCALE: 1/,r • 1 [ 0 "N Lu1: POWIg0 and Associates. Inc. 420 O%cwIa Avenue lax. Drnch, FltxidA 32250 Ph. 242.0908 Fax. 241.9557 F L: CAM 3744 SG CA# 1579 a A Luis A. Ponligo. PE FL PEMS7111 REV51M6 DATE RW AL .RA cxsrl•ACKnvMLCawr rLCu ,o„a"u A AWx1A•A 19111 K) WANA Ah" STRUM" rcn AIOMWAr10hf WHCH WAY YAW a nm, Tts"auwti CAVOMAC"M maAtN1 AW I CA AL>014AA9h .VAM IUM TO MWO AM*0%10 w tau POW W ANf1aM!] MAI WPM N 1 c0 f71 DESIGN CRITERIA, GENERAL NOTES AND FRAMING PLAN m •ar srxt moo" K9'.5fi OMAN99f.9� K A I'.•.IF.,ORN 6 1a tCfk PRA 1W A1c.9OWACT" ORANf+•4O• fAh1AG* Isst cost PMN N ML IIFiNmim DLSIGNiDRAwN CHLCI:ED cs is Aw DATP "W7 SCALN AS NOtED LPA No. .6{D-17-00$10 CONTROL N. sm.'r S1.O SHIEST 1 of 1 EXISTING PRE—ENGINEERED ROOF TRUSSES TO;I REMAIN AS IS. (3)2x4 SPFf2 POST. STRAP BEAM TO POST w/ 1—HTS18. EXISTING LOAD CONTRACTOR TO VERIFY MIN. BEARING WALL 12" DEEP FOOTING DIRECTLY NEW t5'-3' TO BE REMOVED. BELOW POST. OPENING I I U f (3)2x4 SPF/2 POST. STRAP SIMPSON LTT208 FASTENED w/ 11 Y" BEAM TO POST w/ 1—HTS18. CONTRACTOR TO VERIFY MIN. WIhc6" TITEN H0. N St.0 12" DEEP FOOTING DIRECTLY _711BELOW IPosT.q EXISTING (2)x12 BEAM NEW (2)2x12 SIMPSON LTT20B TO REMAIN AS IS SYP2 BEAM. SYP#2 fASTENED w/ TITEN HD. _--.. —.-- CONTRACTOR TO VERIFY EXISTING LOAD NON—LOAD BEARIN BEARING WALL 11 1 WALL TO 13E REMOVED. TO BE REMOVED. EXISTING PRE—ENGINEERED ROOF TRUSSES TO REMAIN AS IS PARTIAL FIRST LEVEL FRAMING PLAN SCALE: 1/,r • 1 [ 0 "N Lu1: POWIg0 and Associates. Inc. 420 O%cwIa Avenue lax. Drnch, FltxidA 32250 Ph. 242.0908 Fax. 241.9557 F L: CAM 3744 SG CA# 1579 a A Luis A. Ponligo. PE FL PEMS7111 REV51M6 DATE RW AL .RA cxsrl•ACKnvMLCawr rLCu ,o„a"u A AWx1A•A 19111 K) WANA Ah" STRUM" rcn AIOMWAr10hf WHCH WAY YAW a nm, Tts"auwti CAVOMAC"M maAtN1 AW I CA AL>014AA9h .VAM IUM TO MWO AM*0%10 w tau POW W ANf1aM!] MAI WPM N 1 c0 f71 DESIGN CRITERIA, GENERAL NOTES AND FRAMING PLAN m •ar srxt moo" K9'.5fi OMAN99f.9� K A I'.•.IF.,ORN 6 1a tCfk PRA 1W A1c.9OWACT" ORANf+•4O• fAh1AG* Isst cost PMN N ML IIFiNmim DLSIGNiDRAwN CHLCI:ED cs is Aw DATP "W7 SCALN AS NOtED LPA No. .6{D-17-00$10 CONTROL N. sm.'r S1.O SHIEST 1 of 1