Loading...
HomeMy WebLinkAboutBUILDING SITE PLANSINEW 12b' EXTERIOR WALL5 PARTIAL NORTH ELEVATION 5GALE: 1/4' = 1'-0' NEW i 8 1/2" THICK CON, LEVELIN6 TOPPING W/ bx6-W4.OxW4.0 WNF ON EX15T SLAB I�.ri' REAR PORCH ❑B m EQ 2 = Mi T/5LAB (-) O'-8 14'-0' a 052/--35) EG! TALAB 0'-0' �I _L EXIST 2xb FRAMED— — — — --. — — — WALL 4 FT6 TO REMAIN, TYP KITCHEN T/5LAB 0'-0" MASTER BEDROOM I I FOUNDATION PLAN 5GALE: 1/4" = 11-O" NORTH NOTES: I. F-I: 20' OP x 24' WIDE FT6 W 2#5 LW W/ u5 1RAN5V ® 32" O.G. 2. 5L.: I/8" WIDE x 2" DEEP 5AW CUT A5 PER 5PEGIFIGATIONS. 3. GLEAN AND PRE55URE WA5H EX15T SLAB SURFACE FOR ADEQUATE BOND OF NEW CONCRETE TOPPING. 4. NOT ALL INTERIOR WALLS 5HON N FOR CLARITY. ROOF TO REMAIN TO MATCH EXI5TIN6 TYP BOARD ON BATTEN EXTEF k5 BRIGK VENEER TO MATCH T 4' BRICK VENEER TO MATCH EX15T NEW 2xb FRAME WALL W 5TUD5 ® 16' O.G. EX15T 4x4 P05T TO BE REMOVED, TYP x2 PROVIDE 2#5 x3b' W/ 6" EPDXY EMBED INTO EX15T FT6, TYP LAP W/ FT6 REINF LAP M015TURE BARRIER AND 5AW TOOTH BRICK IN RUNNING BOND AGR055 JOINT PROVIDE (2) 2xb 5TUD5 ® EX15T WALL CONN W/ (2) I/4"0 x5' 5GREW5 ® 12" O.G. VERT. (TYP) NEW 2'-&' x 6'-&' POCKET DOOR IN EX15T OPN'6 LESENo: 7 1 NEW 2xb FRAME WALL EX15T 2xb FRAME WALL TO REMAIN (+/-) DENOTE5 DE-516N WIND PRE5%RE5 (asd) ❑A 5'-4" x 3'-0' HORIZONTAL ROLLER WINDOW © (2) 3'-0" x 645" FRENCH DOORS © 2-V x 6'-8' INTERIOR POCKET DOOR p PROVIDE LTTI9 W/ 1/2"0 ANCHOR OR EPDXY BOLT5 ® ALL JAM65 4 CORNER5 NEW 14'-0' EXTERIOR WALLS PARTIAL WEST ELEVATION EX15T (2) 2x12 WD BM PROVIDE 2x4 6LK'6 ® 24" O.G. W/ (2) 12d EA END TO TRU% 4 H25A GLIP LINE OF VAULTED GL6 SCALE: 1/4' = T/BM t 81-0" EX15T (2) 2x12 BM TO REMAIN EX15T HDR TO REMAIN EX15T WD TRll55E5 ® 24' O.G. ROOF FRAMING PLAN�> SCALE: 3/I6' = I'-0" NORTH NOTES: I. TOP OF TRU55 BR6 i 8'-0 2. NEW HDR-I: 0) 2x12 W/ I/2" PLYWO 1� e_110e� EX15T VAULTED GL6 2xb 5TU05 0 I6' O.G. Wl WA TOP 4 L5TA12 BOT 2xb 5TUD5 6 IV O.G.— W/ H23A TOP 4 SPb BOT ENGL05E 5EGTION OF t KEY PLAN Q N.TS. NORTH TX P7 7_G•7" 77IR EX15T 2x �- L5TA24 ® EA JAMB STUD FRAME WALL 2xb JAMB 5TUD W/ Ibd FACE NAIL5 ® 12" O.G. 2x6 FULL HT 5TUD II PROP05ED DOOR OPN'6 EX15T Ix6 T46 GL6 TO REMAIN 2x4 BLK'6 ® 24" O.G. A5 PER PLAN (2) 2xb TOP PL, PROVIDE T/GL6 RI + 10'P J EK (2) 12d ® TOP PL THRJ GL6 TO BLK'6 REAR PORCH WALL ELEVATION N.T.5. + 8'-08' O" 17 ) T/PL Y < NEW 2xb EXT. WALL j RECEIVED MAY 2 2 2019 FAT, IaN1:IR cP45ty, Patantttling 14o4 REVIEWED FOR CODE COMPLIANI ST. LUCIE COUNT BOCC ' FILELim COPY V W � Il:l r Lfs V (> EI;C Z w C M 1, ° J° x MEN "t LJ.I W Q O U 4IiII,.E e 3 Z � �- i� UI cn O - Z o a oz i11; LU C N O 111 lA � i ! n 3i� e O t This drawing and design as shown is the property of ML Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company Is prohibited, may constitute an Infringe- ment, and may be subject to legal II ML Engin®®ring, action Inc. o O O W I.LL N W d6 ae z W O O > LL J W z z CL z U.1 I.L I�w � O vorX 0 � W Z O® L �W V z z O z-rX Q 00 '.0 Q�r— O i--- LL w m u J Z REVISIONS: DATE: Q GEN REV 5-22-19 ISSUE: DATE: DATE: 1-29-19 DRAWN BY: TR CHECKED BY: ML JOB No. 19.104 SEAL: "I P� MICHAEL A. LUE, P.E. FLORIDA REG. #47520 SHEET NO: SCANNED BY St. lie Coto S OF 2 SHEET EXIST 5HIN6LE ROOF ON WD TW155E5 5/8" EXTERIOR BOARD 4 BATTEN ON �' EXT. PLYWD ON MOISTURE BARRIER TO MATCH EX15T ALUM FLASHING 4' BRICK VENEER WALL W/ I" MIN CAVITY ON M015TURE BARRIER ON �' GDX PLYWD 5HEATHIN 5. ATTACH BRICK W/ 22 6A — 6ALV CORRUGATED BRICK TIES 0 I6' O.G. VERT 4 HORIZ W/ J' 55 HD SCREWS TO 51W5 ALUM FLA5HIN6 AT BASE OF BRICK W/ WEEP HOLES AT 24" OG MAX 8 5r EXIST 6YP5UM GL6 NEW 2x12 BLOGKIN65 TO EXIST BM W/ 2-12d AT 12' Or, 2xb CONT. TOP PLATE W/ (2) Ibd 0 12' O.G. L5TA 12 EA STUD TO BM 2xb STUDS ® 161 O.G. W/ A35 CLIP (T45) AND L5TA12 TO EX15T BM 1/2" 6YP5UM 0 INTERIOR WALLS LTTIq W/ 1/2"0 ANC. BOLTS A5 PER PLAN 2x6 PT CONT. PL. W/ 1/2" (P ANC. BOLT5 4 0 32' O.G. 4 a EA. END W/ T EMBED v LEVELING TOPPIN6 AS PER PLAN is c .. X�—_ sic <' a zz e -rT Z T + CUT EX15T 5LA13 A5 REQb TO PLACE NEW FT6 4' PEW FT6 AS PER PLAN "W. )ECTION SCALE: 3/4' = 1'-0" EXIST TRUSSES TO REMAIN H25A CLIP ® EA STUD 2xb 5TUD5 S 1611 O.G. W/ L5TA12 TO HDR 2x4 BLK'6 ® 24" O.G. (2) 2x6 TOP PL L5TA24 0 EA JAMB STUD 5/8' EXTERIOR BOARD 4 ' BATTEN ON �" EXT. PLYWD 1/2" 6YP5UM 0 INTERIOR WALL5 ON M015TLRE BARRIER TO MATCH EX15T 4' BRICK VENEER WALL W/ I" MIN CAVITY ON M015TLIRE BARRIER ON �' COX PLYWD 5HEATHIN6. LTTIq 0 JAMBS 4 CORNERS SEE SECTION A/51 AS PER PLAN LEVELING TOPPIN6 A5 PER PLAN #4 BARS LW AT 5TEP5 ° a X a . Ma°— ° Q SCALE: 3/4' = 1'-0' 12" O.G. MAX. 4" HEADER SEE PLAN 3/I6'(' x 3' 5.5. WOOD 5GREW5 0 IT O.G. MAX ® PERIMETER (MIN. 3 FASTENERS PER SIDE) ANCHORS AS PER PLAN WINDOW/DOOR ATTACHMENT DETAIL (FRAME) NOTES: N.T.5. I. DOORS 4 WINDOW5 5HALL BE DE516NED, MANUFAGRRIED, INSTALLED 4 CERTIFIED TO WITHSTAND A MIN. OB16N WIND PRESSURE AS NOTED IN PLAN 4 SHALL BE PROTECTED BY SHUTTERS OR BE IMPACT RATED. 2. ALL DOOR PERIMETERS SHALL BE WATERTI6HT. PROVIDE AN APPLIGA13LE WATERPROOF GOATIN6 (1) COAT BEFORE IN5TALLIN6 BUCKS 4 (1) GOAT AFTER BUCK INSTALLATION. NEW FOOTIN6 EXIST FOOTIN6 2#5 DOWEL x 36' b' IN b" EPDXY EMBED E fO MATCH 4 LAP WW/ FT6 REINF TYPICAL FTG. CONN. DETAIL NOTE: N.T.5. THIS DETAIL 15 APPLICABLE WHERE A NEW FOOTIN6 15 BEING CONNECTED TO AN EXI5TIN6 FOOTING. EPDXY ANCHORS SHALL BE BY HILTI OR EQUAL 4 SHALL BE INSTALLED A5 PER THE MANF. RECOMMENDATIONS. (2) 2xbXOP PL 2xb 5YP ® 161 O.G. W/ 5% S EA. STUD TOP 4 BOT. (TYP) v ' _ 1r Z 50 2x6 PT 130T PL. W/ 1/2"'P SLEEVED ANC.® 32' O.G. 4 6" FROM EA. RV o a m EA. JAMB txb JAMB STUD W/ Ibd FACE NAILS a 12" O.G. 2xb FULL HT STUD FRAMED WALL AT NEW DOOR HEADER SCALE: 31C = 1'-0' DESIGN CRITERIA FLORIDA BUILDING CODE, bth EDITION (2011) - EXI5TIN6 BUILDIN65 ROOF LOADS (EXI5TIN6) DEAD.......................................................................................20 P51F (SHIN6LE5) LIVE..........................................................................................20 P5F DE516N CRITERIA PER A5GE 1-10 ULTIMATE WIND SPEED RE61ON, *10......................IbO MPH NOMINAL WIND SPEED RE610N, Wmd)....................124 MPH WIND BORNE DEBRIS RE61ON ENCLOSED 5TRUGTURE BUILDIN6 HEIGHT < 15 FT ROOF PITCH 5/12 RI5K GATE60RY II INTERNAL PRE55ME COEFF. 1 0.18 EXPOSURE C HEIGHT 4 EXP05URE COEFF. 1.21 NOMINAL COMPONENT h CLADDING PRESSURES PSF (ASD) ZONE EFFECTIVE AREA (50. FT) 0<10 11<20 21<50 51<100 I +Iq -31 +18 -30 +15 -2q +14 -28 2 +Iq -53 +18 -4q +15 -43 +14 -3q 3 +Iq -1q +18 -14 +15 -61 +14 -b2 4 +34 -3b +32 -35 +30 -33 +2q -51 5 +34 -45 +32 -42 +30 -38 +2q -35 4 -3b -35 -33 -31 Ji 5 -45 -42 -38 -35 END ZONE 5 15 WITHIN A DISTANCE OF (a) = 4.0 FT FROM BUILDIN6 CORNERS. N V i 3F ©`, 4t OH jiES5j� +' Z C Q i" tt0�+`EiI •� '0 jFkI iu r s, LLJ G M >r Is'sE 1:11 C N a i E W QLU 0 O O )�ri;y V N U )I ,I p O a, ..a z N �l 1. N O � 11 ili hill + This drawing and design as shown is the property of ML Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company Is prohibited, may constitute an infringe. ment, and may be subject to legal action by ML Engineering. Inc. SCOPE OF WORK I. THE SCOPE OF WORK 15 LIMITED TO THE FOLLOWING: a. ENCLOSE 12'-0' x 14`-0" OF THE REAR PORCH UNDER EXI5TING ROOF A5 PER PLAN. b. LEVEL SLAB ® ENCLOSURE TO MATCH EXISTING HOUSE. c. PROVIDE NEW CONCRETE STEPS d. MODIFY DOOR OPENING a MASTER BEDROOM FOR NEW 4' WIDE POCKET DOOR CLASSIFICATION OF WORK I. THI5 15 A LEVEL 2 ALTERATION A5 PER CHAPTER 1 OF THE FBG 2011 - EXI5TIN6 BUILDIN65. 2. THE ALTERED WORK DOES NOT REDUCE THE 5TRUGTURAL 5TREN5TH OR 5TABILITY OF THE BUILDIN6, 5TRUCTURE OR ANY INDIVIDUAL MEMBER. STRUCTURAL NOTES I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE EN61NEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 2. ALL GONSTRUCTION SHALL BE BRACED AND SHORED BY THE GONTRAGTOR AS REQUIRED TO SAFELY PERFORM THE WORK. 3. ALL WINDOWS, DOORS AND HARDWARE MUST BE DE516NED AND CERTIFIED TO WITH5TAND THE PE516N WIND PRESSURES NOTED IN THI5 DOCUMENT AND 5HALL BE IMPACT RI-515TANT OR PROTECTED WITH IMPACT RE515TANT COVERING MATERIAL A5 REQUIRED BY THE FLORIDA BUILDIN6 CODE. FOUNDATION I. FOUNDATIONS ARE PB16NED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRE59,RE OF 2,OX P5F. 2. CONTRACTOR SHALL VERIFY THAT THE MINIMUM COMPACTION OF q5% OF ITS MODIFIED PROCTOR ACCORDANCE WITH A5TM 0I551 15 OBTAINED PRIOR TO FOOTING PLACEMENT. 3. FOOTIN66 SHALL BE PLACED ON GOMPAGTED 501L FREE OF OR15ANIG DEBRIS. CONCRETE I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.G.I.501 '5PEGIFIGATION5 FOR 5TRLCTURAL CONCRETE FOR BUILDIN65" LATEST EDITION AND A.G.I. 318 BUILDIN6 CODE REGUIREMENT5 FOR STRUCTURAL CONCRETE. 2. CONCRETE 5TREN6TH SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE 5TRE%TH A5 FOLLOWS: FOUNDATIONS 3,000 P51 J4' A66R SLUMP 5' 1 1" WC OS SLAB 3,000 P51 J" A66R SLUMP 5' 1 1" WC 05 3. RSNFORGIN6 STEEL SHALL BE IN ACCORDANCE WITH A5TM A6I5 GRADE 60. 4. WELDED WIRE FABRIC SHALL BE IN AGLORDANGE WITH A5TM AIM AND SHALL BE ADEQUATELY SUPPORTED AT 3'-0 O.G. EACH WAY OR FI5ERME5H MAY BE USED IN LIEU OF WELDED WIRE AT THE DO5A6E RATE OF 0.15 POUNDS PER CU. YARD. 5. THE MINIMUM CONCRETE GOVERA6E5 SHALL BE AS FOLLOWS: CAST A6AIN5T EARTH 3 INS EXPOSED TO WEATHER 1 1/2 INS b. PROVIDE qO DE6REE LAP 5PLIGE5 AT ALL INTERSECTIONS. 1. REINFORCING SHALL BE LAPPED SPLICED AND TIED WITH THE FOLLOWING MINIMUM: #4 241N5 #5 301N5 #6 361N5 8. CONCRETE SHALL BE TESTED IN ACCORDANCE WITH A5TM G3q. A MINIMUM OF (5) TEST CYLINDERS SHALL BE TAKEN FOR EACH 100 GU Y05 OF POUR, WITH ADDITIONAL SETS FOR EVERY 50 GU YD5 OF POUR. CYLINDERS SHALL BE TESTED A5 FOLLOWS: I a 3 DAYS 10 1 DAYS 2 a 28 DAYS 10 56 DAYS (IF THE MINIMUM 5TREN6TH 15 NOT MET IN 28 DAY5) q. CONTRACTOR SHALL PROVIDE SAW CUTS IN 5LAB5 AT A MAXIMUM 5PAGIN6 OF 20 FT ON CENTER EACH WAY OR 400 50 FT. AND AT ALL RE-ENTRANT CORNERS. SAW. CUT5 SHALL BE 1/4 THE SLAB DEPTH AND SHALL BE PERFORMED A5 SOON A5 THE CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT THE A66RE6ATE FROM BEING DISLODGED BY THE SAW BLADE. THI5 15 AN EFFORT TO CONTROL THE SHRINKAGE STRESSES AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RE5ULT5 IN GRAGK5, WHICH 15 NOT UNCOMMON. TIMBER I. EXTERIOR PLYWOOD WALL 5HEATHIN6 SHALL BE A MIN. OF J" EXT. BOARD ON BATTEN SPAN RATED STRUCTURAL 5HEATHIN6, INSTALLED PARALLEL TO STUDS AND FASTENED WITH 10d NAILS 4" O.G. AT PANEL ED6E5 AND 8' O.G. IN THE FIELD. PROVIDE �" GDX SPAN RATED SUB 5HEATHIN5 ATTACHED WITH 8d NAILS AT 4` OG. AT PANEL EDSE5 AND 8' O.G. IN THE FIELD. BLOGKIN6 AT ALL HORIZONTAL JOINTS. 2. ALL NAILS AND METAL HARDWARE EXP05FD TO THE WEATHER SHALL BE STAINLESS STEEL. ALL NAILS SHALL BE COMMON WIRE NAILS. 5PACE NAILS IN STRAP5 50 A5 NOT TO SPLIT WOOD, 3. THE MINIMUM LUMBER 6RADE5 SHALL BE A5 FOLLOWS: EXTERIOR WALL STUDS 4 PLATES 50 PINE#2 OR BETTER HEADERS 50. PINE OR HEM FIR 51LL PLATES 50. PINE #2 PRE55URE TREATED INTERIOR NON LOAD BR6 WALL5 5PF#2 OR BETTER 4. ALL EXP05ED TIMBERS OR TIMBERS IN CONTACT WITH CONCRETE OR MA50NRY SHALL BE PRESSURE TREATED. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY EOCC 0 M O J LL 11J M LU FL O LL. z LL p g U z "' 0 > W I— LU a CL Uz0 d6 L- LJJ �C QQJ�� OLU �WU 1 0 dS Ce Z -' Z N OrX� U o0' r � w m w 0Z REVISIONS: DATE: A GEN REV 5-22-19 ISSUE: DATE: DATE: 1-29-19 DRAWN BY: TR CHECKED BY: ML JOB No. 19-104 SEAL MICHAEL A. LUE, P.E. FLORIDA REG. #47520 SHEET NO: Sm2 OF Z SHEET I ROOF TO REMAIN — TO MATCH EXISTING TYP BOARD ON BATTEN EXTEF I6 BRICK VENEER TO MATGF T INEW 12'-0" EXTERIOR WALL5 __], PARTIAL NORTH ELEVATION 5GALE: 1/4" = 1'-0" NEW ± 8 112" THICK GONG LEVELIN6 TOPPING W/ bxb-W4.OxW4.0 WWf ON EX15T SLAB NEW LEVEL CONCRETE GUB UNDER BRICK VENEER NEW CONCRETE 5TEP5 REAR PORGH N1 T/5LA13 (-) O'-8 �" EXI5T 2xb FRAMED WALL 8 FT6 TO REMAIN, TYP KITCHEN T/5LAB 0'-0" II" fEJAID© a ?rYy. \ T/5LAB 0'-0" 14'-0" EX15T OPN'6 — — '--- -- — --- — — — .----- l MA5TER BEDROOM FOUNDATION PLAN 5GALE: 1/4" = 1'-0" NORTH NOTE51 I. F-1: 20' DP x 24" WIDE FT6 W/ 2#5 LW W/ #5 TRAN5V 0 32" O.G. 2. 5.G.: 1/6" WIDE x 2" DEEP 5AW GUT A5 PER 5PEGIFIGATIONS. 3. GLEAN AND PRE5%PE WA5H EX15T 5LA13 5URFAGE FOR ADEQUATE BOND OF NEW CONCRETE TOPPIN6. 4. NOT ALL INTERIOR WALL5 5HOl N FOR CLARITY. 4" BRICK VENEER TO MATCH EX15T NEW 2xb FRAME WALL W/ 5TUD5 0 16" O.G. EX15T 4x4 P05T TO BE REMOVED, TYP x2 PROVIDE 2#5 x3b" W/ b" EPDXY EMBED INTO EX15T FT6, TYP LAP W/ FT6 REINF LAP M015TUPE BARRIER AND 5AW TOOTH BRICK IN RUNNIN6 BOND AGRO55 JOINT PROVIDE (2) 2xb 5TUD5 0 EX15T WALL CONN W/ (2) 1/4" Q 6" 5GREW5 0 12" O.G. VERT. (TYP) NEW 2'-8" x 6-8" POCKET DOOR IN EX15T OPN'6 M ,7L v NEW 2xb FRAME WALL EX15T 2xb FRAME WALL TO REMAIN (+/-) DENOTE5 DE516N WIND PRE55URE5 (a5d) ❑A 5'-4" x 3'-0" HORIZONTAL ROLLER WINDOW © (2) Y-1 x 6-8" FRENCH DOOR5 © 2'-8' x 6-8" INTERIOR POCKET DOOR 0 PROVIDE LTTI9 W/ 1/21 ANCHOR OR EPDXY 13OLT5 0 ALL JAMB5 d GORNER5 INEW 14'-0" EXTERIOR WALL5 I F PARTIAL WEST ELEVATION 5CALE: 1/4" = 1'-0" IAI-I):l ROOF FRAMING PLAN SCALE: 3/I6" = I'-0" NORTH NOTES: I. TOP OF PLATE / TRU55 BR5 ± 8'-0 2. NEW HDR-I: (3) 2A2 W/ 1/2" PLYWD REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY KEY PLAN 3 ENGLO5E 5EGTION OF N.T.S. NORTH FILE COPS' REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC SCANNED BY St. Lucie County f4i.4_ SIt �jI I' U Itil z C '0 L011TIN11"! 0, N z w M r l _ O ) a t 1j j -d L3 yt �tfi� LUQ O LJJ U -C M z �I= M U L; z o �M IP�P!ilii+ LU C o d l :r_ N C AT G i1t it I{==, 0. t'3VE !�= IlaxAll This drawing and design as shown is the property of MIL Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company is prohibited, may constitute an infringe- ment, and may be subject to legal action by ML Engineering, Inc. Z o O OLU LL. (f) LU M z LU O O W ILL. J LU z 4� z a z °- O LLJ U. Q W � O UVo M '. w W Z ®fir 2 LU z as Q� Z p ZCn Q O ^ Q Q O Q2r- r O LL. w m2 O w J REVISIONS: RECEIVED DATE APR 0 21018 permitting Depanm"a" St. Lucie County ISSUE: DATE: DATE: 1-29-19 DRAWN BY: TR CHECI(ED BY: ML JOB No. 19-104 SEAL MICHAEL A. LUE, P.E. FLORIDA REG. #47520 SHEET NO: siiiiiiiiiii OF L SHEET I EX15T 5HIN6LE ROOF ON WD TRUSSES 50' EXTERIOR BOARD 4 BATTEN ON �" EXT. PLYWD ON MOISTURE BARRIER TO MATCH EX15T ALUM FLASHING 4" BRICK VENEER WALL IN I" MIN CAVITY ON M0151URE BARRIER ON �" GDX PLYWD SHEATHING. ATTACH BRICK NU 22 6A - 6AW GORRUI5ATED BRICK TIES ® 16" O.G. VERT 4 HORIZ W/ J" 55 WD 5GREW5 TO 5TUD5 ALUM FLASHING AT BASE OF BRICK W/ HEEP HOLES AT 24" OG MAX EXIST TRUSSES TO REMAIN 5r EXIST 6YP5UM CL6 NEW 2x12 13LOCKIW TO EXIST BM IN 2-12d AT 12' OG 2x6 GONT, TOP PLATE W/ (2) Ibd ® W O.G. L5TA 12 EA STUD TO BM 2xb 5TUD5 ® Ib" O.G. W/ A35 CLIP N E,1 AND LSTAI2 TO EXIST BM 1/2" GYPSUM ® INTERIOR WALLS N LTTIq H/ 1/2"0 ANC. BOLTS _ A5 PER PLAN r 2xb PT CONT. PL. IN 1/2'(1) ANG. BOLT5 Q ® 32" O.G. 4 a EA. END W/ T EMBED d- + r LEVELIN6 TOPPING AS PER PLAN d ° 1 ° A. ' *15 x-- ax° ° d z ° d f a v ; CUT EXI5T 5LAB AS REab TO PLACE NEW FTG 4" NEW FT6 AS PER PLAN SECTION SCALE: 3/4' = 1'-0' 12" O.G. MAX, 4" HEADER SEE PLAN 3/16" d x 3" 5.5. WOOD 5GREW5 ® 12" O.G. MAX 0 PERIMETER (MIN. 3 FA5TENER5 PER SIDE) ANGHOR5 AS PAR PLAN WINDOW/DOOR ATTACHMENT DETAIL (FRAME) NOTE5: N.T.5. I. DOOR5 4 HINDOW5 SHALL BE DE516NED, MANUFACTURED, INSTALLED 4 CERTIFIED TO WITH5TAND A MIN. DE516N WIND PRESSURE A5 NOTED IN PLAN 4 SHALL BE PROTECTED BY SHUTTERS OR BE IMPACT RATED. 2. ALL DOOR PERIMETERS SHALL BE WATERTIGHT. PROVIDE AN APPLICABLE WATERPROOF GOATIN6 (1) GOAT BEFORE INSTALLING BUCKS 4 (1) COAT AFTER BUCK INSTALLATION. NEW FOOTING 2#5 DOWEL x 36" -J NU b" EPDXY EMBED MATCH 4 LAP HN FT6 REINF TYPICAL FTG. CONN. DETAIL b" EX15T FOOTING NOTE. N.T.S. THI5 DETAIL 15 APPLICABLE WHERE A NEW FOOTIN6 15 MRS GONNEGTED TO AN EXI5TIN6 FOOTING. EPDXY ANGHOR5 SHALL BE BY HILTI OR EQUAL 4 SHALL BE INSTALLED A5 PER THE MANUF. RECOMMENDATIONS. (2) 2xb TOP PL - H23A CLIP ® 24" O.G. 2x4 BLK'6 ®4",O.G. HEADER AS PER PLAN 1/2" 6YF°SUM 4 INTERIOR WALLS 5/5" EXTERIOR BOARD 4 BATTEN ON }" EXT. PLYHD ON MOISTURE BARRIER TO MATCH EX15T 2xb 5YP ® 161 O.G. IN 5P6 ® EA. STUD TOP 4 BOT. MID) I� 4" BRICK VENEER WALL IN I" MIN CAVITY ON M015TURE LTTIq ® JAMB5 AS PER PLAN BARRIER ON }s GDX PLYWD 5HEATHIN6. SEE SECTION A/51 2x6 VE BOT PL. NU I/2"C SLEEVED ANC. ®32° O.G. LEVELING TOFTIN6 AS PER PLAN 4 6" FROM EA. END #4 BARS LW AT STEPS X--��. d 7?° T/EX15T SLAB " da -/ // .��/ / ✓ SCALE: 3/4' = 1'-0" HEADER A5 PER PLAN (2) L5TA24 5TRAP ® EA. JAMB ..r•rw� r rrr� �• 2xb JAMB 5TUD W/ Ibd FACE NAILS ® 12" O.G. 2xb FULL HT STUD ° , , . 41 4 d , ° Aq°'. EXTERIOR FRAMED WALL AT NEW DOOR HEADER 5GALE: 3/4" = 1'-0" h:. V L 0 z N DESIGN CRITERIA 0 10 n FLORIDA BUILDING GORE, bth EDITION (2011) - EX15TINC713UILDIN65 O N a N ° N n ROOF LOADS (EXI5TIN6) ® z w rh DEAD ................................................... 20 P5F (51-1I146LE5) O - C N O x LIVE.....................................................r� T3 .....................:............20 P5F tY L 0 LU Q .O w DE516N CRITERIA PER A5GE 1-10 LU 0 ULTIMATE WIND SPEED REGION, %10......................I60 MPH NOMINAL WIND SPEED REGION, V(asd)....................124 MPH o O (D N c7 C N WIND BORNE DEBRIS RE610N ° ° z O N 10 ENGL05ED 51WGTLRE L1J C O Co u? BUILDING HEIGHT < 15 FT = CV O N ROOF PITCH 5/12 5 N R15K GATE6ORY 11 p > ai INTERNAL PRESSURE GOEFF. t 0.1& 0 p ® -0 EXPOSURE G 6 U a HE16HT 4 EXP05M GOEFF. 1.21 NOMINAL COMPONENT & CLADDING PRESSURES PSF (ASD) ZONE EFFECTIVE AREA (50. FT) 0<10 11<20 21<50 51<100 I +Iq -31 +1& -30 +15 -2q +14 -28 2 3 +Iq +14 -53 -1q +18 +18 -4q -14 +15 +15 -43 -61 +14 +14 -3q -62 4 +34 -36 +32 -35 +30 -33 +2q -31 5 +34 -45 +32 -42 +30 -38 +2q -35 4 -36 -35 33 -31 5 -45 -42 -38 -35 END ZONE 5 15 WITHIN A DISTANCE OF (a) = 4.0 FT FROM BUILDIN6 CORNERS. SCOPE OF WORK I. THE SCOPE OF WORK 15 LIMITED TO THE FOLLOWIN6: a. EXL05E 12'-0" x 14'-0" OF THE REAR PORCH UNDER EXI5TIN6 ROOF AS PER PLAN. b. LEVEL SLAB ® ENCLOSURE TO MATCH EXI5TIN6 HOUSE. c.. PROVIDE NEW CONCRETE 5TEP5 d. MODIFY DOOR OPENIN6 ® MASTER BEDROOM FOR PEW 4' WIDE POCKET DOOR CLASSIFICATION OF WORK I. TH15 15 A LEVEL 2 ALTERATION AS PER CHAPTER 1 OF THE FBI, 2011- EXI5TIN5 BUILDINGS. 2. THE ALTERED WORK DOES NOT REDUCE THE 5TRUGTURAL 5TREN6TH OR STABILITY OF THE BUILDING, STRUCTURE OR ANY INDIVIDUAL MEMBER. STRUCTURAL NOTES I. CONTRACTOR SHALL VERIFY ALL DIMEN51ON5 IN THE FIELD AND NOTIFY THE EN61NEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 2. ALL CONSTRUCTION SHALL BE BRAGED AND 51-IORED BY THE CONTRACTOR A5 REQUIRED TO SAFELY PERFORM THE WORK. 3. ALL WINDOW5, DOORS AND HARDWARE MUST BE DE516NED AND CERTIFIED TO WIT145TAND THE DE516N WIND PRESSURES NOTED IN THI5 DOCUMENT AND SHALL BE IMPACT RE515TANT OR PROTECTED WITH IMPACT RE515TANT GOVERIN6 MATERIAL AS REQUIRED BY THE FLORIDA BUILDING CODE. FOUNDATION I. FOUNDATIONS ARE DE516NED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARIN6 PRESSURE OF 2,000 P5F. 2. CONTRACTOR SHALL VERIFY THAT THE MINIMUM GOMPAGTION OF 615% OF ITS MODIFIED PROCTOR ACCORDANCE WITH A5TM 0155715 OBTAINED PRIOR TO FOOTING PLACEMENT. 3. FOOTIN65 SHALL BE PLACED ON GOMPAGTED 501L FREE OF OR6ANIG DEBRIS. CONCRETE I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.G.I. 301 "5PEGIFIGATION5 FOR STRUCTURAL CONCRETE FOR BUILDIN65" LATEST EDITION AND A.G.I.318 BUILDIN6 CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 2. GONGRETE 5TREN6TH SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE 5TRENCTH AS FOLLOWS: FOUNDATIONS 3,000 P51 " A66R. SLUMP 5" ± 1" ING 0.5 SLAB 3,000 P51" A66R. SLUMP 5" 3 1" I^UG 05 3. REINFORCIN6-5TEELSAL'-tnc IN A:LLu`;ANGC HIT; I A5TM A615 CRAPE 60. 4. WELDED WIRE FABRIC SHALL BE IN AGGCRDANGE WITH A5TM AI85 AND SHALL BE ADEQUATELY SUPPORTED AT 3'-0 O.C. EACH WAY OR FIBERME51-1 MAY BE USED IN LIEU OF WELDED WIRE AT THE 1?05ASE RATE OF 0.15 POUNDS PER CU. YARD. 5. THE MINIMUM CONCRETE C9VERA6E5 SHALL BE AS FOLLOWS: CAST A6AIN5T EARTH 3 INS EXPOSED TO HEATHER 1 1/2 INS 6. PROVIDE 10 DEGREE LAP 5PLIGE5 AT ALL INTERSECTIONS. 1. REINFORGING SHALL BE LAPPED SPLICED AND TIED WITH THE FOLLOWING MINIMUM: #4 241NS #5 301N5 #6 3b INS 8. CONCRETE SHALL BE TESTED IN ACCORDANCE WITH A" G3q. A MINIMUM OF (5) TEST CYLINDERS SHALL BE TAKEN FOR EACH 100 GU Y05 OF POUR, WITH ADDITIONAL SETS FOR EVERY 50 GU YD5 OF POUR. CYLINDERS SHALL BE TESTED AS FOLLOWS: I ® 3 DAYS I®1DAYS 2 ® 28 DAYS 10 5b DAYS (IF THE MINIMUM 5TREN6TH 15 NOT MET IN 28 DAY5) q. CONTRACTOR SHALL PROVIDE 5AW CUTS IN 5LA55 AT A MAXIMUM 5PACIN6 OF 20 FT ON CENTER EACH WAY OR 400 5Q FT. AND AT ALL RE-ENTRANT CORNERS. 5AW GUTS SHALL BE 1/4 THE 5LA8 DEPTH AND SHALL BE PERFORMED A5 50ON AS THE CONCRETE HA5 HARDENED SUFFICIENTLY TO PREVENT THE A66RE6ATE FROM BEIN6 D15LOPOED BY THE 5AW BLADE. THI5 15 AN EFFORT TO CONTROL THE 5HRINKACE STRESSES AN INHERENT PROPERTY OF CONCRETE WHIGH SOMETIMES RE5ULT5 IN CRACKS, WHIGH 15 NOT UNCOMMON. TIMBER I. EXTERIOR PLYWOOD WALL 5HEATHIN6 SHALL BE A MIN. OF J" EXT. BOARD ON BATTEN SPAN RATED STRUCTURAL 5HEATHIN6, INSTALLED PARALLEL TO STUDS AND FASTENED WITH IOd NAILS 4' O.G. AT PANEL ED6E5 AND 8" O.G. IN THE FIELD. PROVIDE �" GDX SPAN RATED 5UB 5HEATHIN6 ATTACHED WITH 8d NAILS AT 4" OG. AT PANEL E1GE5 AND 8" O.G. IN THE FIELD. BLOGKIN6 AT ALL HORIZONTAL JOINTS. 2. ALL NAILS AND METAL HARDWARE EXP05ED TO THE HEATHER SHALL BE 5TAINLE55 STEEL. ALL NAILS SHALL BE COMMON WIRE NAIL5. SPACE NAILS IN 5TRAP5 50 AS NOT TO SPLIT WOOD. 3. THE MINIMUM LUMBER 6RA E-5 SHALL BE AS FOLLOH15: EXTERIOR WALL STUDS 4 PLATES 50 PINE#2 OR BETTER HEADER5 50. PINE OR HEM FIR 51H PLATES 50. PINE #2 PRE55URE TREATED INTERIOR NON LOAD BR6 WALLS 5PF#2 OR BETTER 4. ALL EXPOSED TIMBERS OR TIMBERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRE551URE TREATED. FILE COPY REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC This drawing and design as shown is the property of MIL Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company Is prohibited, may constitute an Infiinge- Trent, .and may be subject to legal action by ML Engine.®ring, Inc, REVISIONS ISSUE: z O Q U LL- U LU CL Cn J LLJ di J U i= DATE DATE: DATE: 1-29-19 DRAWN BY: TR CHECKED BY: ML JOB No. 19-104 SEAL ►1 MICHAEL A. WE, P.E. FLORIDA REG. #47520 SHEET NO: S=2 OF 2 SHEET I NEH t 8 1/2" THICK GONG LEVELING TOPPIN6 W 6xb-H4,OxH4D HHF ON EX15T 5LAB NEW 12'-0" EXTERIOR HALL5 J PARTIAL NORTH ELEVATION SCALE: 1/4" = 1'-0" (+32/-35) NEH LEVEL CONCRETE GUB UNDER BRICK VENEER �F-I(f ----- I E NEH HOOD FRAMED LANDING I 5EE 5EGTION 4 1/4" w © v REAR PORCH T/5LAB 0'-0"k B I I 6,-0, 36 EX15T OPN'6 m T/5LAB (-) O'-8 10 EXI5T 2xb FRAMED HALL d FT6 TO REMAIN, TYP KITCHEN MASTER BEDROOM T/5LAB 0'-0" FOUNDATION PLAN 5GALE: 1/4" = 1'-0" NORTH NOTE5: I. F-I: 20" DP x 24" HIDE FT6 W 2#5 LH H/ #5 TRAN5V 0 32" O.G. 2. 5.G.: 10' HIDE x 2" DEEP 5AH CUT A5 PER 5PEGIFIGATION5. 3. GLEAN AND PRE55URE HASH EX15T 5LAB 5URFAGE FOR ADEQUATE BOND OF NEH CONCRETE TOPPING. 4. NOT ALL INTERIOR HALL5 SHOWN FOR GLARITY. E A ROOF TO REMAIN TO MATCH EXISTING TYP BOARD ON BATTEN EXTEF 6 BRICK VENEER TO MATGF T 4" BRICK VENEER TO MATCH EX15T NEW 2xb FRAME HALL H/ STUD5 ® IV O.G. _ EX15T 4x4 P05T TO BE REMOVED, TYP x2 PROVIDE 2#5 x3b" H/ b" EPDXY EMBED INTO EX15T FT6, TV LAP H/ FT6 REINF LAP M015TURE BARRIER AND 5AH TOOTH BRICK IN RUNNING BOND AGRO% JOINT PROVIDE (2) 2xb 5TUD5 ® EX15T HALL CONN IN (2) I/41 x5" 5GREH5 0 12" O.G. VERT. (TYP) NEW 2'-8" x 6-8" POCKET DOOR IN EX15T OPN'6 NEH 2xb FRAME HALL EX15T 2xb FRAME HALL TO REMAIN (+/-) DENOTE5 PE516N HIND PRE55ORE-5 (o5d) ❑A 5'-4" x 3'-0" HORIZONTAL ROLLER HINDOH © (2) 3'-O" x 6-8" FRENCH DOOR5 © 2'-8" x 6-8" INTERIOR POCKET DOOR p PROVIDE LTTI9 H/ 1/2" 0 ANCHOR OR EPDXY BOLT5 ® ALL JAM55 4 GORNER5 NEH 14'-0" EXTERIOR HALL5 PARTIAL WEST ELEVATION 5GALE: 1/4" = 1'-0" EX15T (2) 2x12 HD BM PROVIDE 2x4 BLK'6 ® 24" O.G. W (2) 12d EA END TO TRU55 S H2.5A CLIP LINE OF VAULTED GL6 u T/BM t 8'-0" EX15T (2) 2x12 BM TO REMAIN EX15T HDR TO REMAIN EX15T HD TRU55E5 ® 24" O.G. ROOF FRAMING PLAN 5GALE: 3/I6" = 1'-0" NORTH NOTE5: I. TOP OF TRU55 BR6 t V-0 2. NEH HDR-1: (3) 2A2 IN 1/2" PLYHD EX15T VAULTED GL6 2xb 5TU05 ® Ib" O.G. H/ H25A TOP 4 LSTA12 BOT 2xb 5TUD5 ® 16" O.G. H/ H2.5A TOP 4 5Pb BOT KEY PLAN N.T.S. NORTH HEADER A5 PER PLAN EX15T 2x ti L5TA24 ® EA JAMB STUD FRAME HALL 2xb JAMB 5TUD H/ Ibd FACE NAIL5 ® 12" O.G. 2xb FULL HT STUD --ram•.- REAR PORCH WALL ELEVA EX15T Ixb T$6 GI-6 TO REMAIN 2x4 BLK'6 ® 24" O.G. A5 PER PLAN (2) 2xb TOP PL, PROVIDE ++ 10'-0 (2) 12d ® TOP PL THRU GL6 TlGL6 RI D6E�' TO BLK'6 r- NEH 2xb EXT. HALL N.T.5. z_ 0 C)) 5. 'O � in lip N 3 W C N `�Aid t-' s: 1 iq ` � >' � Fn LJJ Q, O i rl i' LU L �' I I O p or LU C O N: m O `-itq N" r - C MI p U 011M a� This drawing and design as shown Is the property of ML Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company is prohibited, may constitute an Infringe- ment, and may be subject to legal action by ML Englna®ring, Inc. 0 0 O W LL N LU ce z LU0 0 H LL Q W LL J LU Qz z J z O w IL 0 LU LL . U.I z Lit 0��� V W/ z 13. Z 0 Q 0 Q� 0 z 0 `0 � 0 Q�� 0 w m O w REVISIONS: DATE: A GEN REV 5-22-19 A DOOR LANDING 7-17-19 « ISSUE: DATE: y Z i J p /lam is .. t• � y _a_ `gyp D ILI! DATE: 1Z9 1 9 {{� rr DRAWN BY: TR CHECI(ED BY: ML JOB No. 19-104 SEAL: REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC JUG 1 a 7vi POV 5T. Lucie Cou` B MICHAEL A. LUE, P.E. FLORIDA REG. #47520 SHEET NO: SCA( S-� OF 2 SHEET EX15T SHINGLE ROOF ON HD TRUSSES 5/8" EXTERIOR BOARD d BATTEN ON �" EXT. PLYHD ON MOISTURE BARRIER TO MATCH EX15T ALUM FLA5HIN6 4" BRICK VENEER WALL W/I" MIN CAVITY ON M015TUPE BARRIER ON �s GDX PLYWD SHEATHING. ATTACH BRICK W/ 22 6A - 6ALV GORRU61ATED BRICK TIES ® Ib" O.G. VERT d HORIZ W/ 9" 55 HD 5GREH5 TO 5TUD5 ALUM FLASHING AT BASE OF BRICK H/ HEEP HOLES AT 24' OG MAX 5r EX15T GYPSUM GL6 NEW 2x12 5LOGKIN6 TO EX15T BM W 2-12d AT 12" OG 2x6 GONT. TOP PLATE W (2) Ibd ® 12" O.G. L5TA 12 EA STUD TO BM 2x6 STUDS ® Ib" O,G. 1 ' A35 CLIP (TbB) AND L5TAI2 TO EX15T BM 112" GYPSUM 0 INTERIOR WALLS LTTIq W/ 112110 ANC. BOLTS AS PER PLAN 2xb PT GONT. PL. H/ INTO ANG. BOLTS Q ® 32" O.G. d ® EA. END H/ T EMBED v + LEVELING TOPPING AS PER PLAN o X ^ dXo n a G d . v � i n A ry a GUT EX15T SLAB AS REQ'D TO PLACE NEW FT6 4" NEW FT6 AS PER PLAN "Hs SECTION EX15T TRUSSES TO REMAIN H2.5A CLIP ® EA STUD 2xb STUDS ® 16" O.G. H/ L5TAI2 TO HDR HEADER A5 PER PLAN - 5/5" EXTERIOR BOARD d - BATTEN ON �" EXT. PLYWD ON M015TURE BARRIER TO MATCH EX15T 4" BRICK VENEER WALL W/ Is MIN CAVITY ON M015TURE BARRIER ON }" GDX PLYHD SHEATHING. SEE SECTION A/51 Q #4 BARS LW ® GONG STEP - /(72xb DECKING H/ (2) #10 (/ 5GREH5 ® 12" O.G. (G.SJ� TO RAFTERS If3/16" TAPGON5 TO GONG STEP Is 2x4 PT RIPPED x24" 0 12" O.G. 1 H/ (2) 3/I6"m x4 1/2" TAPGON5 (G.5) SCALE: 3/4" = 1'-0" 2x4 BLK'6 0 24' O.G. (2) 2xb TOP PL L5TA24 ® EA JAMB STUD 1/2" GYPSUM ® INTERIOR HALLS LTTIq 0 JAM135 d CORNERS AS PER PLAN LEVELING TOPPING AS PER PLAN SCALE: 3/4" = 1'-0" 12" O.G. MAX. 4' HEADER SEE PLAN 3/I6" Q x 3" 5.5. WOOD 5GREH5 ® 12" O.G. MAX ® PERIMETER (MIN. 3 FASTENERS PER SIDE) ANCHORS A5 PER PLAN WINDOW/DOOR ATTACHMENT DETAIL (FRAME) NOTES: N.T.5. I. DOORS 4 HINDOH5 SHALL BE DESIGNED, MANUFACTURED, INSTALLED d CERTIFIED TO WITH5TAND A MIN. DESIGN WIND PRE55LRE A5 NOTED IN PLAN 4 SHALL BE PROTECTED BY 5HUTTER5 OR BE IMPACT RATED. 2. ALL DOOR PERIMETERS SHALL BE WATERTIGHT. PROVIDE AN APPLICABLE WATERPROOF COATING (1) GOAT BEFORE INSTALLING BUCKS d (1) COAT AFTER BUCK INSTALLATION. NEW FOOTING EX15T FOOTING 2#5 DOHEL x 36" J 6" W7 6" EPDXY EMBED EMBE MATCH k LAP WW/ FT6 REINF TYPICAL FTG. CONN. DETAIL N,TS. NOTE: THIS DETAIL 15 APPLICABLE HHERE A NEW FOOTING 15 BEING CONNECTED TO AN EXISTING FOOTING. EPDXY ANCHORS SHALL BE BY HILTI OR EQUAL b SHALL BE INSTALLED A5 PER THE MAN1F. RECOMMENDATIONS. (2) 2xbXOP PL 2xb 5YP ® I6" O.G. W/ 5P6 ® EA. STUD TOP f BOT. (TYP) LTTIq 0 JAM55 AS PER PLAN 2xb PT BOT PL. W 1/2"d SLEEVED ANG. ® 32" O.G. d 6" FROM EA. END i PER PLAN fxb JAMB STUD IN Ibd FACE NAILS ® 1211 O.G. 2xb FULL HT STUD E)rrERIOR FRAMED WALL AT NEW DOOR HEADER JAMB SCALE: 3N _ DESIGN CRITERIA FLORIDA BUILDING CODE, bth EDITION (2011) - EXI5TIN6 BUILDIN65 ROOF LOADS (EXISTING) DEAD.......................................................................................20 P51F (SHINGLES) LIVE...........................................................................................20 P51F DE516N CRITERIA PER A5GE 1-10 ULTIMATE WIND SPEED REGION, *10......................160 MPH NOMINAL WIND SPEED REGION, V(aed)....................124 MPH WIND BORNE DEBRIS REGION ENCL05ED STRUCTURE BUILDING HEIGHT < 15 FT ROOF PITCH 5/12 R15K CATEGORY II INTERNAL PRE55URE COEFF. t 0.16 EXP05LRE G HEIGHT i EXPOSURE GOEFF. 1.21 NOMINAL COMPONENT & CLADDING PRESSURES PSF IASDI ZONE EFFECTIVE AREA (50. FT) 0<10 11<20 21<50 51<100 I +Iq -31 +18 -30 +15 -2q +14 -28 2 +Iq -53 +1& -4q +15 -43 +14 -3q 3 +Iq -1q +18 -14 +15 -bl +14 -62 4 +54 -36 +32 -55 +30 -33 +2q -31 5 +34 -45 +32 -42 +30 -3& +29 -35 4 -36 -35 -33 -31 5 45 -42 -38 -35 j�a it jli pN; Ijl j �ej OUI j111 0, b,tIN M,i; w I M.tNC\ LL�>OO V�Non;�•v t j'i,,lIII?l,1i1j•�la 1 LUQ LU XT(DiflNiiQ, O " Z M `°<L1pl3yj 1' ll , jNOlGlr<hP. Ui Nr: Et Qfir , a1 { lfflO�I This drawing and design as shown Is the property of MIL Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company Is prohibited, may constitute on infringe- ment, and may be subject to legal action by ML Engine®ring, Inc. END ZONE 515 WITHIN A DISTANCE OF (a) = 4.0 FT FROM BIIILDIN6 CORNER5. SCOPE OF WORK I. THE 56OPE OF WORK 15 LIMITED TO THE FOLLOWIN6: a. ENGL05E 12'-0" x 14'-0" OF THE REAR PORCH UNDER EXISTING ROOF A5 PER PLAN. b. LEVEL 5LAB 0 ENCL05URE TO MATCH EXISTING HOUSE. c. PROVIDE NEW GONGRETE 5TEP5 d. MODIFY DOOR OPENING ® MASTER BEDROOM FOR NEW 4' WIDE POCKET DOOR CLASSIFICATION OF WORK I. T1415 15 A LEVEL 2 ALTERATION A5 PER CHAPTER l OF THE FBG 2011- EXI5TIN6 BUILDINGS. 2. THE ALTERED WORK DOES NOT REDUCE THE STRUCTURAL STRENGTH OR STABILITY OF THE BUILDIN6, STRUCTURE OR ANY INDIVIDUAL MEMBER. STRUCTURAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMEN51ON5 IN THE FIELD AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 2. ALL CONSTRUCTION SHALL BE BRAGED AND SHORED BY THE CONTRACTOR AS REQUIRED TO SAFELY PERFORM THE WORK. 3. ALL WINDOH5, DOORS AND HARDWARE MUST BE DESIGNED AND CERTIFIED TO HITH5TAND THE DESIGN WIND PRESSURES NOTED IN TH15 DOCUMENT AND SHALL BE IMPACT RE515TANT OR PROTECTED WITH IMPACT RE515TANT COVERING MATERIAL A5 REQUIRED BY THE FLORIDA BU ILDIN6 CODE. FOUNDATION I. FOUNDATIONS ARE DESIGNED BASED ON PRE5UMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2,000 PSF. 2. CONTRACTOR SHALL VERIFY THAT THE MINIMUM COMPACTION OF q5% OF ITS MODIFIED PROCTOR ACCORDANCE WITH A5TM DI551 I5 OBTAINED PRIOR TO FOOTING PLACEMENT. 3. FOOTINGS SHALL BE PLACED ON GOMPAGTED 501L FREE OF ORGANIC DEBRIS. CONCRETE I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.G.I. 301 "SPECIFICATIONS FOR 51MGTURAL CONCRETE FOR BUILDIN65" LATEST EDITION AND A.G.I.315 BUILDING CODE REGNIREMENT5 FOR STRUCTURAL CONCRETE. 2. CONCRETE STRENGTH SHALL HAVE A MINIMUM 28 DAY COMPRE551VE STRENGTH A5 FOLLOWS: FOUNDATIONS 31000 P51 jq" A96R. SLUMP 5" t is HNO OS SLAB vC 051 " A66R. SLUMP 5 t 1" W/G OS 3. REINFORGIN6 STEEL SHALL BE IN ACCORDANCE WITH A5TM A615 GRADE b0. 4. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH A5TM AW AND SHALL BE ADEQUATELY SUPPORTED AT Y-0 O.G. EACH WAY OR FIBERME5H MAY BE USED IN LIEU OF WELDED WIRE AT THE D05AC-E RATE OF 0.75 POUNDS PER GU. YARD. 5. THE MINIMUM CONCRETE COVERAGES SHALL BE AS FOLLOHEN: CAST AGAINST EARTH 3 INS EXP05ED TO HEATHER 1 1/2 INS 6. PROVIDE qO DEGREE LAP 5PLIGE5 AT ALL INTERSECTIONS. 1. REINFORCING SHALL BE LAPPED SPLICED AND TIED WITH THE FOLLOWING MINIMUM: #4 24 INS #5 50 INS #6 36 INS 8. CONCRETE SHALL BE TESTED IN ACCORDANCE WITH A5TM G3q. A MINIMUM OF (5) TEST CYLINDERS SHALL BE TAKEN FOR EACH 100 GU YD5 OF POUR, WITH ADDITIONAL SETS FOR EVERY 50 GU YD5 OF POUR. CYLINDERS SHALL BE TESTED AS FOLLOW5: I a 3 DAYS I ® 1 DAYS 2 ® 28 DAYS I ® 5b DAYS (IF THE MINIMUM STRENGTH 15 NOT MET IN 28 DAYS) q. CONTRACTOR SHALL PROVIDE 5AW GUTS IN 5LAB5 AT A MAXIMUM SPACING OF 20 FT ON CENTER EACH WAY OR 400 50 FT. AND AT ALL RE-ENTRANT CORNERS. 5AW GUTS SHALL BE 1/4 THE SLAB DEPTH AND SHALL BE PERFORMED AS SOON A5 THE CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT THE AGGREGATE FROM BEING DISLODGED BY THE 5AW BLADE. THI5 15 AN EFFORT TO CONTROL THE SHRINKAGE STRESSES AN INHERENT PROPERTY OF CONCRETE WHIGH 50METIME-5 RE5ULT5 IN CRACKS, WHIGH 15 NOT UNCOMMON. TIMBER I. EXTERIOR PLYWOOD WALL SHEATHING SHALL BE A MIN. OF J" EXT. BOARD ON BATTEN SPAN RATED STRUCTURAL SHEATHING, INSTALLED PARALLEL TO STUDS AND FASTENED WITH IOd NAILS 4" O.G. AT PANEL EDGES AND 8" O.G. IN THE FIELD. PROVIDE �" GDX SPAN RATED SUB 5HEATHIN6 ATTACHED WITH 8d NAILS AT 4" OG. AT PANEL EDGES AND 8" O.G. IN THE FIELD. BLOCKING AT ALL HORIZONTAL JOINTS. 2. ALL NAILS AND METAL HARDWARE EXPOSED TO THE WEATHER SHALL BE STAINLESS STEEL. ALL NAILS SHALL BE COMMON WIRE NAIL5, SPACE NAILS IN STRAPS 50 AS NOT TO SPLIT WOOD. 3. THE MINIMUM LUMBER GRAVES SHALL BE A5 FOLLOWS: EXTERIOR WALL STUDS d PLATES 50 PINE#2 OR BETTER HEADERS 50. PINE OR HEM FIR SILL PLATES 50 PINE #2 PRE59JRE TREATED O J L.L IJ //. LX UJ EL O cn z IL p Z Q � U z O w U Cn VVo I.J. I..0 J a�� a �WV � 66 Z J O�� U o p ,o Q � r__ ~ ` Cn w m O Li REVISIONS: DATE: 10 GEN REV 5-22-19 © DOOR LANDING 7-17-19 ISSUE: DATE: ' . �\ INTERIOR NON LOAD BRG WALLS 5PF#2 OR BETTER .r=" 4. ALL EXPOSED TIMBERS OR TIMBER5 IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRE55URE TREATED. �=:�1 DATE: 1-29-19 r�r DRAWN BY: TR CHECKED BY: ML JOB No. 1 9-1 O4 • .+d SEAL: REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC MICHAEL A. LUE, P.E. FLORIDA REG. #47520 SHEET NO: S111111112 OF 2 SHEET I