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106 Garden Ct (a)12'-0" I'-411 OA-2 - - _ _ - _ - - - - - - I I � I I I I I Pvv I I � I I � COVERED PORCH J < — 9'-4" CEILING ✓�\ I I I I I I I I IN -FILL WINDOW OPENING I I WITH CMU (SEE NOTE 14) / /D / 6 IlQrl L BEDROOM *2 N -L W 10'-Oi211 = w NEW SH 25 - (EGRESS) L C-2 62'-O" 42'-0" 4'-411 Q t0 �pY� L 1• B-1 p SH 36 XXXXXX77 7 A O r 12'-2" 3" all 3'L 11 <1 O'X z too FAMILY ROOM CEILING O FRAME -IN WINDOW OPENING /i X1.m /// 14' -SII 0 -a" L (0 > B-1 O - CO SH 36 (Q A 3 X r -- r - X I X I I I I _ v -1 DINING / / m A/C X / COMP. - / I 16'4" / I 9'-4" CEILING / 1335" in le O I I "4 BEDROOM 03 71 \9 In Z I- 8" IIIu w 10'-Oi211 = w NEW SH 25 - (EGRESS) L C-2 62'-O" 42'-0" 4'-411 Q t0 �pY� L 1• B-1 p SH 36 XXXXXX77 7 A O r 12'-2" 3" all 3'L 11 <1 O'X z too FAMILY ROOM CEILING O FRAME -IN WINDOW OPENING /i X1.m /// 14' -SII 0 -a" L (0 > B-1 O - CO SH 36 (Q A 3 X r -- r - X I X I I I I _ v -1 DINING / / m TOTAL ALLOWAOLE SUPERIMPOSED I OAD4 CUNDS PER LINEAL FOOT X I O - 9'4" CEILING I 16'4" 9'-4" CEILING I 9'-4" CEILING X 1335" 4V O I I I 211 I, 206 v 8" 115'-1 3V2 3 w / ' I f, In O / / (t 01 3'-O" EXCEEDS 963- L C-1 1'v' x 8" H. IN -FILL DOOR PEKING WITH I Z � / aL-- — — —- — — — — —— I I /I BEDROOM *4 r r m m / � 3'-a" x E" fl, m 10'-Oi211 = w NEW SH 25 - (EGRESS) L C-2 62'-O" 42'-0" 4'-411 Q t0 �pY� L 1• B-1 p SH 36 XXXXXX77 7 A O r 12'-2" 3" all 3'L 11 <1 O'X z too FAMILY ROOM CEILING O FRAME -IN WINDOW OPENING /i X1.m /// 14' -SII 0 -a" L (0 > B-1 O - CO SH 36 (Q A 3 X r -- r - X I X I I I I _ v -1 DINING ROOM LINTEL TO BE FILLED WITH 3000• CONCRETE MIX t REINFORCED WITH -5 STEEL OARS AS SHOWN. TOTAL ALLOWAOLE SUPERIMPOSED I OAD4 CUNDS PER LINEAL FOOT UJ,I,C, I CCVERED PORCH( 71 \9 9'4" CEILING I 16'4" 9'-4" CEILING I 9'-4" CEILING X 1335" 4V O I I I I I I T4, x 30' H. 6'4" 1054- LL "v 5'-:O" x 16" H. I � ^ I I .n X 3'-O" EXCEEDS 963- L C-1 1'v' x 8" H. IN -FILL DOOR PEKING WITH I JW L C-2 aL-- — — —- — — — — —— I I I >< CMU SEE DETAIL J-8 it I r r m m i - I 3'-a" x E" fl, I ATTIC I Id,CCES^c{ J 00 I W - a � �'�'� a❑ �� `Y� / (a z W H0 B i in ASH DRY N 7 SOAKING ASH � NEW 5068 FRENCH D-1 L FRAME-IN03 _ WINDOW JQ = r` OPENING ---y- - - - - - --- / 'V' � O I 18'-6" 81-4�i" 14'-4" / g z BATH *2 2 T4 2 -O KITCHEN I � � O 1 n - — a PANTRY ' l _ 1 z ® REF'G ------------ (V 61-OII I LL _`ry ll W / o I ' o BEDROOM #5 O I NEW SH 25 (EGRESS) IN -FILL WINDOW OPENINGL C-2 WITH CMU (SEE NOTE "4) PROPOSED FLOOR PLAN LIVINGS ROOM N CV NEW (2) 3068 BELOW n 3 ' h L 11 - 3211 - �a 31 II / 811 D EXISTING LINTEL LL. � 3�2"- �Q / r0� L / C-3 Kt lRE I XXXXX A>� / (2) 2".12" BEAMS In Z- ^ - ATTIC ACCESS 7 � o J / - COV, ENTRY-. . ; � � 1 I z/ `------ �Jw m / 4"x4" P05TS-<..' .1 _ „24'O".t(RELOCATED) � Z z_ R IK u -WATER HEATER 3'- o N °o _ )CO D J o O z: In G �d �� W Z In 0 F FSI / p w at C, /` 3 �. 10 O �_ Io LL L IL z3 w � SaJ 4'-0" 8'-8" CEILING ---------------------------------------------- i 16'-0" x 1-0" OVERHEAD DOOR +21.4 -23.8 PSF L A-1 16'-O'I SCALE: 1/4" = I' -O" B 6 KNOCKOUT COURSE FILLED 4 REINF. WITH (U "5 STEEL BAR CONT. KNOCKOUT COURSE FILLED 4 REINF, WITH (D "5 STEEL BAR CONT. EXISTING BOND BEAM FILLED CMU COURSES AS NEEDED W 7 - .9 PRECAST CONC. LINTEL > NEW PRECAST CONC, LINTEL / 5'-0" SPAN FILLED 4 REINF, (6'-4" SPAN MAX.) WITH NO FILL / WITH I "5 STEEL BAR PRECAST CONC. LINTEL OR REINFORCEMENT 510" PLF _______/// < 5'-O" SPAN, NO FI..L of, LOAD MAX, 0 6'-4" SPAN REINFORCEMENT RUIRED- LINTEL TYPE "A" SECTION �INTE1 TYPE "B" SECTION, LINTEL TYPE "C' SECTION —DENOTES FILLED CELL REINFORCED WITH lU "5 STEEL BAR (SEE MASONRY REINFORCEMENT DETAIL SHEET %) I LINTEL SCHEDULE (LOTTS CONCRETE) PRECAST LINTEL(S"x(o11-16" COMPOSITE) PRECAST LINTEL COMBINED WITH I OR MORE COURSES CMU ABOVE. CMU AND SUPPORTING LINTEL TO BE FILLED WITH 3000• CONCRETE MIX t REINFORCED WITH -5 STEEL OARS AS SHOWN. TOTAL ALLOWAOLE SUPERIMPOSED I OAD4 CUNDS PER LINEAL FOOT LINTEL TYPErDESIGNATION L'.NTEL SIZE CLEAR SPAN u SITTING AREA 0- MASTER BEDROOM I g J 16'4" t I RECE55 CEILING TO 10'-8" 1335" 4V O I I I 2501- L A -i T4, x 30' H. 6'4" 1054- LL "v 5'-:O" x 16" H. 4'-6" 0 L B-2 X 3'-O" EXCEEDS 963- L C-1 1'v' x 8" H. 6'-2" EXCEEDS 514- L C-2 aL-- — — —- — — — — —— EXCEEDS 13'3" L C-3 4'-4' x 6" 11, >n m m m I- C -f 3'-a" x E" fl, 2'-0" EXCEEDS 1360• _ - 1 - - - �� `Y� / (a z W H0 ASH DRY N 7 SOAKING ASH LL cv w W / w _ TUB W 0" it) `r STEP M, L'DRY - BATH LL 61 5'-4" -3" 4'-S,�I' 6 �° Y NEW (2) 3068 BELOW n 3 ' h L 11 - 3211 - �a 31 II / 811 D EXISTING LINTEL LL. � 3�2"- �Q / r0� L / C-3 Kt lRE I XXXXX A>� / (2) 2".12" BEAMS In Z- ^ - ATTIC ACCESS 7 � o J / - COV, ENTRY-. . ; � � 1 I z/ `------ �Jw m / 4"x4" P05TS-<..' .1 _ „24'O".t(RELOCATED) � Z z_ R IK u -WATER HEATER 3'- o N °o _ )CO D J o O z: In G �d �� W Z In 0 F FSI / p w at C, /` 3 �. 10 O �_ Io LL L IL z3 w � SaJ 4'-0" 8'-8" CEILING ---------------------------------------------- i 16'-0" x 1-0" OVERHEAD DOOR +21.4 -23.8 PSF L A-1 16'-O'I SCALE: 1/4" = I' -O" B 6 KNOCKOUT COURSE FILLED 4 REINF. WITH (U "5 STEEL BAR CONT. KNOCKOUT COURSE FILLED 4 REINF, WITH (D "5 STEEL BAR CONT. EXISTING BOND BEAM FILLED CMU COURSES AS NEEDED W 7 - .9 PRECAST CONC. LINTEL > NEW PRECAST CONC, LINTEL / 5'-0" SPAN FILLED 4 REINF, (6'-4" SPAN MAX.) WITH NO FILL / WITH I "5 STEEL BAR PRECAST CONC. LINTEL OR REINFORCEMENT 510" PLF _______/// < 5'-O" SPAN, NO FI..L of, LOAD MAX, 0 6'-4" SPAN REINFORCEMENT RUIRED- LINTEL TYPE "A" SECTION �INTE1 TYPE "B" SECTION, LINTEL TYPE "C' SECTION —DENOTES FILLED CELL REINFORCED WITH lU "5 STEEL BAR (SEE MASONRY REINFORCEMENT DETAIL SHEET %) I LINTEL SCHEDULE (LOTTS CONCRETE) PRECAST LINTEL(S"x(o11-16" COMPOSITE) PRECAST LINTEL COMBINED WITH I OR MORE COURSES CMU ABOVE. CMU AND SUPPORTING LINTEL TO BE FILLED WITH 3000• CONCRETE MIX t REINFORCED WITH -5 STEEL OARS AS SHOWN. TOTAL ALLOWAOLE SUPERIMPOSED I OAD4 CUNDS PER LINEAL FOOT LINTEL TYPErDESIGNATION L'.NTEL SIZE CLEAR SPAN SAFE LOAD L A -I I14" x !6" H 16'4" 993" L A-2 12'-0" x 16" H. 10'-8" 1335" L A-3 iI x 16" H. 6'-8" 2501- L A -i T4, x 30' H. 6'4" 1054- L 5-1 5'-:O" x 16" H. 4'-6" EXCEEDS 860" L B-2 4'-y' x 14" H. 3'-O" EXCEEDS 963- L C-1 1'v' x 8" H. 6'-2" EXCEEDS 514- L C-2 4'-S' x 8" H, 3'-2" EXCEEDS 13'3" L C-3 4'-4' x 6" 11, 3'-0' EXCEEDS 963- I- C -f 3'-a" x E" fl, 2'-0" EXCEEDS 1360• GENERAL NOTES I. THIS PROJECT IS TO BE CONSIDERED A LEVEL 2 ALTERATION - FLORIDA BUILDING CODE 5th EDITION ('1014) EXISTING BUILDING CHAPTER 5 SECTION 504 - 2, ALTERATIONS SHALL NOT DIMINISH ANY EXISTING STRUCTURAL OR LIFE SAFETY ELEMENTS OF BUILDING. 3. ANY ELECTRICAL WIRING, RECEPTACLES OR FIXTURES LOCATED WITHIN PARTITIONS SLATED FOR DEMOLITION SHALL BE RELOCATED OR TERMINATED IN AN APPROVED JUNCTION BOX, 4, OPENINGS IN EXISTING WALLS < 30 SQUARE FEET MAY BE FILLED IN WITH CMU AS NEEDED WITHOUT THE ADDITION OF FILLED CELLS OR STEEL REINFORCEMENT. 5, MEANS OF EGRE55 CONFORMING TO THE REQUIREMENTS OF THE BUILDING CODE UNDER WHICH THE BUILDING WAS CONSTRUCTED SHALL BE CONSIDERED COMPLIANT MEANS OF EGRESS IF, IN THE OPINION OF THE CODE OFFICIAL,'fHEY DO NOT CONSTITUTE A DISTINCT HAZARD TO LIFE - PER FBCR 805,2 WALL TYPES LEGEND EXISTING CMU WALL ���A/ NEW CMU WALL EXISTING FRAME PARTITION NEW FRAME PARTITION AREA TABULATIONS LIVING AREA 2404 SQ, FT, GARAGE AREA 504 SQ, FT, COVERED PGF' CH MI 152 SQ, FT. CI TOTAL AREA 3196 SQ. FT.1/� _7 �^ RECORD COPY t �t 6J\LDIA/G U1,11 r AQ16 #�6 o'.?pw-N,— � Uj a; A 0 Q C m 1060 East Industrial Drive Suite W Orange City, FL 32763 ph: 386-532-8000 The standard of care for all professional services performed or furnished by Consultant under this Agreement will be the skill and care used by members of Consultants profession practicing under similar circumstances at the same time and in the same locality. Consultant makes no warranties, express or implied, under this Agreement or otherwise in connection with Consultant's services. Client and Consultant each agree to indemnify and hold the other harmless, and in their respective officers, employees, agents and representatives from and against liabiltiy, for all claims, Josses, damages or expenses are caused by the indemnifying party's negligent acts, errors or omissions. In the event claims, losses, damages or expenses are caused by the joint or concurrent negligence of the Client and Consultant, they shall be borne by each party in proportion to its negligence. r Z O d h = V N W � ani M �.. J L6 a t O L.O. Q r t9 U y O F 0 a date description 02-06-17 submittal set drawn by. TSB revisons., no. date description ID05-25-17 Add covered entry Additions & alterations have been designed to comply with Florida Building Code - 5th Edition (2014) and ASCE 7-'f 0. The Design Parameters are as follows: V"It 140mph Vasd 108,nph Risk category II Exposurn C GCpt +/- 0.1a Floor Limo Load rso Uninhabitable atticswilhout Shvage 10 Uninha0itable attics with resited stu"'o 20 All other areas 40 Roof Li- Load (psf) 20 Components&Cladding f26.6/-35.5 i I 1 Not `V'att d Without a Raised Seal and Signed in Blue Ilk Bryan A Molyet P.E. 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE 4041509 street no: of., 9 ROOF BEARING FINISHED FLOOR PROPOSED RIGHT ELEVATION SCALE: 1/4" = 1'-0a ROOF BEARING � 1-4 V 6T FINISHED FLOOR 12 4 `—LAP SIDING W r -ROOF BEARING — METAL ROOFING ROOF BEARING —4 r— F—i PAINTED CMU— /LEXI5TINGG 1PAINTED CMU IFINISHED FLDOR h,—_ — FINISHED FLOOR PAINTED emu PROPOSED LEFT ELEVATION SCALE: 1/4" = V-0" PROPOSED REAR ELEVATION SCALE: 1/4" = 1'-0° ROOF BEARING 11-011 tY 61 FINISHED FLOOR PAINTED CMU PROPOSED FRONT ELEVATION 1 SCALE: 1/4" =1'-011 -ENTRY ROOF BEARING ROOF BEARING V-411 O � 1 _ FINISHED FLOOR �_ _ - 31LDGvc SANFORD Ow A RTM�' ` 1076 w a a� 6 Q m 1060 East Industrial Drive Suite W Orange City, FL 32763 ph: 386-532-8000 The standard of care for all professional services performed or furnished by Consultant under this Agreement will be the skill and care used by members of Consultants profession practicing under similar circumstances at the same time and in the same locality. Consultant makes no warranties, express of implied, under this Agreement or otherwise in connection with Consultant's services. Client and Consultant each agree to indemnify and hold lire other harmless, and in their respective officers, employees, agents and representatives from and against liabilby for all claims, losses, damages or expenses are caused by the indemnifying party's negligent acts, errors or omissions. In the event claims, losses, damages or expenses are caused by the joint or concurrent negligence of the Client and Consultant, they shall be borne by each party in proportion to its negligence. 0 Z 0 � T C � � V W �C4 J 4)W Q t�� �S ° o aT� Z 0 F D Q date description 02-06-17 submittal set drawn by: TSB revisons: no. date description 1 05-25-17 Add covered entry Additions & alterations have been designed to comply with Florida Building Code - 5th Edition (2014) and ASCE 7-10. The Design Parameters are as follows., Volt 140mph Vasd108mph Risk Catagay II Exposure C GCpi r/- 0.18 Fluor Llvo Load (pot) Uninhabitable attics without stura9e 10 gninhabifable attics with limited storage 20 All other areas 40 hoof Live Load (par) 20 Colnpununts & Cladding 1,26.61-35.5 1 I I I I 1 Not VIlid Without a Raised Seal and Signed in Blue Ink Bryan A Molyet P.E. 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE #041509 sheet no: /1 u of. 9 2"x6" COLLAR BEAM FASTENED WITH (6) 16d NAILS e EA, END FOR RAFTERS Id -O" AND LONGER 5IMP60N MTSI6 OR LSTAIB ANCHORED TO TRUSS OR BLOCKING BETWEEN TRU55ES FOR RAFTERS 12" AND LONGER---� BEAM •2 SYP 2" WIDER THAN MAX INTERSECTING RAFTER I I CONY, FRAMED RAFTERS PER SPAN TABLE TOE NAILED e BOTH RIDGE BEAM 4 NAILING PLATES WITH A MINIMUM OF (2) 16d NAILS, I 61MPSON MT516 OR LSTAIB FASTENED X / TO TRUSS OR BLOCKING BETWEEN TRUSSES FOR RAFTERS 12" AND LONGER ENGINEERED WOOD TRUSSES � 2"x6" VALLEY PLATE FASTENED TO EA, INTERSECTING TRUSS BELOW WITH (3) led NAILS TYPICAL WHERE. CONY, FRAMING RESTS ON TRU55ED ROOF. TYPICAL VALLEY FRAMING DETAIL 2"x4" BLOCKING BETWEEN TRU5SE5 WHERE REQUIRED FOR RAFTER ANCHORING, BLOCKING TO BE FASTENED WITH (2) 16d NAILS a EACH END SCALE: N/A Ur I _ E \�� I K A K K I I E I I m I/ x } Z I- r XI— — — — — — — — — — /iLLL \ \ \ \\ \�C\ \C \ \ \� — f — _ I � �I II 11 II II IIII it II II i '' I li � C 11 II III II II I I' �� �� II it L II li �� 11 it I II II II � 0 II II II II �� � li it II nu 'I it rl n n u I " II I u ❑ u u ; n u n I I ; n i it II I I a "2 SYP 2"x6" RAFTERS o 24`' O.C. " u II h I ill I II II II I I, II I. II I II „ II II ,I II II II II I II II ,I II II I n u u II II n u u " it II II a II I. II II II II u I u " u II II u u u u u u II i� iI u u II u u u ----------------- ------------" '-----+'-----------�--"-----'t---�-'+-- _'I— — -- — II II II II II I I I I ' 2"x1011 ANCHORING PLATE / EXISTING ROOF CONY. FRAME PER VALLEY __ -/W - ----- - DETAIL 4 SPAN TABLE Q m Q K r- in IL I I I \ ----- - --- _ _ z In -------------------------- O I I --T- ---- -------- -TI- _---------- - --' -- /I ----I----u------- ------———— — — — — —— A2 T=== I ' I I I-==fF===:}_N =_- --==fiL=== % Al I I � I I N IIY I I I I I---nl----• LI-- --________'____ I � --- =-----fir--- -- Al i I I I � I Al I I I I I I 1 I I Al I I I I I I �— I I I I I I I I Al I I I I >— I I I I I I I I Al I I I I I I I I I I I I I I Al I I I I I I I— — — — — — — — — — — — — — — — — — — — — — — — — — — ----- I ----------------------------- — --—--- J Al I I I \ t I I ROOF SYMBOLS LEGEND I I \ / Al DENOTES NEW ENGINEERED WOOD TRUSS I I / \ I L---—------------1 \————————— — —ATGE I DENOTES NEW CONV. FRAME BY BUILDER DENOTES NEW LVL BEAM 241-0" (NEW TRUSS SPAN) J L DENOTES ENGINEERED METAL TRUSS HANGER Z _ GABLE BRACE LOCATION PROPOSED ROOF PLAN/TRUSS LAYOUT SCALE' 1/4" = r-0" Z IL N ID m K IU Z m X LU RAFTER SPANS 02 SOUTHERN PINE) ROOF LIVE LOAD = 20 P5F DEAD LOAD = 10 PSF LUMBER SIZE O.G. SPACING MAX SPAN 7'x4" it, 91-10" 2"x4" 24„ (1) IOd x 1 1/2" 2„x61r 1611 151-11r 211x611 24,1 )2,-311 211x8„ 1ro 19, 5,1 211x811 24” 151 1011 2"xl0" 16" 231211 2"x1O" 24 la' -Il` 2"x12° le, 261-0" 2"xl2" 2411 22,_2" CONNECTOR SCHEDULE (SIMPSON) QTY, CONNECTOR UPLIFT LATERAL FASTENERS Z METAI6 1450" 340'r (1) IOd x 1 1/2" MTSMI6 860" 235" CV I0d o TRUSS (4) 1/4"x2-1/4" TITEN w WALL I MT512/16 860" 15" (14) IOd x 1-1/2" ' LSTAIB Illo� N/A (14) IOd- USE HALF OF THE FASTENERS IN EACH MEMBER BEING CONNECTED TO ACHIEVE THE LISTED LOADS 1/2" CDX OR OSB SHEATHING FASTENED WITH 8D RINGSHANK NAILS SPACED a 6" O,G. SIDING INSTALLED PER MFG. SPECS. 1/2" CDX OR OSB SHEATHING FASTENED WITH ad NAILS SPACED 10 6" O,C GABLE END TRUSS 2"x4" "L" BRACING o VERTICAL TRUSS MEMBERS WHER REQ, BY TRUSS ENGINEERING SIMPSON METAI6 EMBEDDED IN BOND BEAM 9 40" O,C. ANCHOR TO BE WRAPPED OVER BOTTOM CHORD OF TRUSS DIMENSION "LI' INEERED WOOD TRUSSES 2"x4" "X" BRACE ATTACHED TO VERTICAL TRUSS MEMBERS WITH (3)16d NAILS a EACH MEMBER (SEE ROOF PLAN FOR LOCATONS) `--2"x4" "T" BLOCKING BETWEEN TRUSSES FOR LENGTH OF X BRACE 1/2" GYP5UM CEILING TYfD. GsAeLE END/SRACING DETAIL SCALE 1/2n = 1'-0" NOTES: LDIMENSION 11L" TO BE APPX, EQUAL TO DIMENSION "H" 2, BRACES TO BE CONSTRUCTED FROM 02 SYP TRUSS ANCHORING NOTES A. ALL NEW ENGINEERED WOOD TRUSSES TO BE SPACED a 24" O,C, AND ANCHORED TO NEW MASONRY WALLS AND BEAMS o BEARING POINTS WITH (U SIMPSON METAI6 EMBEDDED IN POURED CONCRETE BOND BEAM, TRUSSES TO BE ANCHORED TO EXISTING CMU WALLS 4 BEAMS o BEARING POINTS WITH (U SIMPSON M5TM12. EXCEPTION AS FOLLOWS: 1, GABLE TRUSSES "AIDE 4 -MIGE TO BE ANCHORED BY SIMPSON METAI6 e 48" O.C. WHEREVER THEY BEAR CONTINUOUSLY ALONG MASONRY WALLS 4 BEAMS (SEE DETAIL GD -5) B. ALL NEW ENGINEERED WOOD TRUSSES TO. BE ANCHORED TO LVL BEAM 9 BEARING POINTS WITH (1) SIMPSON MTS12 (SEE DETAILS G41-1-1) C. ALL ENGINEERED METAL TRUSS ANCHORS, 4 HANGERS TO BE INSTALLED PER MANUFACTURERS SPECS, ATTIC VENTING; FORMULA: CEILING AREA (SQ. IN.) / 300 = REQUIRED SQ, IN, VENTING NET FREE AREA REQUIRED = 1511 SQ, IN, 50% NEAR RIDGE: PROVIDE RIDGE VENTING => 159 SQ, IN, NET FREE AREA 50% NEAR SOFFIT: PROVIDE VENTED SOFFIT => 159 50. IN. NET FREE AREA ROOF ASSEMBLY NOTES SHEATHING TYPE 4 FASTENING: 1/2" CDX OR OSB SHEATHING FASTENED WITH SD RINGSHANK NAILS SPACED 9 6" O.C. METAL ROOFING: METAL SHEET ROOF COVERNGS SHALL COMPLY WITH ASTM A 653, APPLICATION SHALL BE PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS 4 THE PROVISIONS OF FBG -R SECTION 905,10 1 �v\LDINO SAN5DRD G' OFPAR,I��.. #16- 1076 tr 1060 East Industrial Drive Suite W Orange City, FL 32763 ph: 366-532-6000 The standard of care for all professional services performed or furnished by Consultant under this Agreement will be the skill and care used by members of Consultants profession practicing under similar circumstances at the same time and in the same locality. Consultant makes no warranties, express or implied, under this Agreement or otherwise in connection with Consullanl's services. Client and Consultant each agree to indemnify and hold the other harmless, and in their respective officers, employees, agents and representatives from and against liabiltiy for .It claims, losses, damages or expenses are caused by the indemnifying patty's negligent acts, errors or omissions. In the event claims, losses, damages or expenses are caused by the joint or concurrent negligence of the Client and Consultant, they shall be bome by each party in proportion to its negligence. an 0 Z 0 Ifs g� W ■J T r e=M d1 J � 10 N 0 Q date description 02-06-17 submittal set drawn by: TSB revisons: no. date description 1 05-25-17 Add covered entry roof Additions & alterations have been designed to comply with Florida Building Code - 5th Edition (2014) and ASCE 7-10. The Design Parameters are as follows: Volt 140roph VoW 108mph Risk Category II Exposure C GGpt */-0.18 Floar Live Load (psf) Uninhaull'ahle attics without storage 10 Uninhab,;obleaftics with limited storage 20 All otho-no- 40 Roof Live Load (psl) 20 Components & Cladding i 1 / 1 I I I 1 l 1 Not Vali(I 4l ilhoul a Raised Seal ane( Signed in Blue Ink Bryan A Molyet P.E. 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE 9041509 sheet no: of., 0 GABLE END TRUe6 SIMPSON METAIr, - 4&" 0,C. SYP 2`x6" RAFTERS (D 1/2" C;DX OR C55 SHEATHING 2"x4" PLATE FASTENED TO EX15TING TRUSS WITH I POW 1/4" LAG SCREWS 24" O�G� (2" EMBED. MIN.) 2"x4" STUDS 0 24" 0,C. NOTCHED FOP, RAFTERS EX15TING GABUE END TRU56f MP�Cr,! LSTAI& 45j' 9�G. NEW CMU WALL 4 LINTEL— I I I 1 11 1 L—EXISTING GMU GA5LE END FRAMING/SHEATHING DETAIL SCALE 1/2" = 1'-0` ENGINEERED CUT EXISTING BOND BEAM SIMPSON NT6111r, TYP. EXISTING FILLED 4 REINFORCED CE z �1� I — (2) SIMPeON N5TAM24 EXISTING CONC SLA5 MTS12 ei EA, TRUSS NEW 2 FLY 3-112"x1r." LVL BEAM CUT 4 REMOVE EX16TING CMU FOR NEW OPENING LVL eEAM SUPPORT 4 ANCHORING DETAIL 5CALE 1/2" = V -0-i T METAL ROO 1/2" CDX OF, 055 SHEATHING (D-2 SYP 2"xr." RAFTERS - 24" O.C­ -1 SIMPSON MT512 TYP, zo� METAL DRIP CAF—�' ALUMINUM CLAD 2"xr," SUB FASCIA -- VENTED ALUMINUM eOFFtT T (2) SIMPSON 5TAI8--/', CONCRETE 5LAB/FCOTINC, (SEE FOUNDATION PLAN) ENTRY SECTION -2 5YP 2"X5" RIDGE BEAM *2 SYTI 2"x4" CEILING JOISTS � 24" 0,C, ' M,R. GYPSUM CEILING 02 SYP 2"xl2" BEAM WITH 1/2" PLYWOOD FLITCH— P.T. 4"x4' SIMPSON A5U44Z P05T BASE—\ 'a.' '4 '6' '4� '4' '4' '4 '4. '4 '4 Ali, 4 41 6GALE 1/2" = V -O" ENGINEERED TRUSSES SIMPSON MT512 6 EA, KEY NOTE5 WOOD FOP, 6TRUCTURAL CONDITIONS TO BE GROUP 11 SPECIES OR MINIMUM F.� > 1300 P.6.1 1/2" GDX OR OeE, SHEATHING TO EF FASTENED WITH aD NAILS SPACED - 6" O�C, METAL SHEET ROOF COVERNGS SHALL COMPLY WITH A5TM A C,53. AFFLICATION SHALL BE PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS 4 THE PROVISIONS OF FBC-R SECTION 1305.10 EXISTING TRUSS LENGTH TO BE REDUCED BY THICKNESS OF NEW BEAM NEW 2 FLY 3-1/2"XIb" LVL BEAM SIMPSON HU52rc, EA. TRUSS—Z 1 24" MIN. 15/32" CDX GUSSET PLATE REPAIRS ON EACH 5IDE OF TRU56 SIZED AS NOTED. GU55ET PLATES TO BE FASTENED TO EACH INTERSECTING TIRU55 WEB/CHORD WITH E30TH CONSTRUCTION ADHESIVE 4 2 ROWS Od NAILS STAGGERED 6 3" O,C, NAILS TO BE DRIVEN THROUGH E30TH PLATES AND PROJECTING TIPS OF NAILS TO BE BENT OVER. (_H'�LVL 5EAM SECTION/TRUSS REPAIR DETAIL eC:ALE 1/2" = ]'-On CUT 4 REMOVE EXISTING CMI. AS NEEDED BELOW NEW LINTM FORM 4 FILL HOLLOW CELLS AT JAMB CUT5 EXISTING BONE) BEAM NEW PRECAST LINTEL BELOW 4X, :0 3'-0" SPAIN CMU WALL NEW DOOR OPENING IN EXISTING CMU WALL6C:ALE 1/2" = l' -O" CONNECTOR SCHEDULE (61MF60N) aTY. CONNECTOR UPLIFT LOAD LATERAL FASTENERS METAIr, 1,450- N/A 340- CI) lod x 1 1/2" CI) 10c(a BEAM MT5MIr, arlo. N/A 235- (4) 1/4" X2-1/4" TITEN ei CMU MT512 arlo. N/A 15. (14) 10d x 1-1/2"- LSTA10 1110. NIA N/A (14) Cd- BoLT5 (3 3/a" EMBEDMENT MIN.) IN FILLED CELL WITH 2" SQUARE WASHERS (14) 16d Q BEAM HUS2r, 15500 33350 395. (6) Irci 0 TRUSS (JI (9) 10d Q BEAM MST M24 1250- NIA N/A (5)1/4" x 2-1/4" TITEN a CMU_ 71 (12) Irci Q POST AE3U44Z 22000 3335. N/A (1) 5/5" WEDGE BOLT - SLAB �TRACK BRACKET LOCATIONS (4" EMBEDMENT MIN.) USE HALF OF THE FASTENERS IN EACH MEMBER BEING CONNECTED TO ACHIEVE THE LISTED LOAD6 (2) 02 5YP 2"x12" BEAM WITH L—FX15TING TRUSSES 1/2" PLYWOOD FLITCH SIMPSON 9— LEX15TING CMU WALL eEAM SUPPORT 4 ANCHORING DETAIL SCALE 1/2" = 1'-0" NOTE: 1. SEE FLOOR PLAN FOR GARAGE DOOR [DESIGN PRESSURE 2. GARAGE DOOR MANUFACTURERS BUCK INSTALLATION DETAILS MAY BE USED IN LIEU OF THIS DESIGN. GARAGE DOOR OPENING DETAIL 5CALE IJ2" = ti-alL LU 1060 East Industrial Drive Suite W Orange City, FL 32763 ph: 386-532-8000 The Standard of care for .11 professional Services pml-nod ., Imnishool by Consultant under this Agreement will be the skill arid care used by members of consultants profession practicing under Siml., circu hiislances at the amc, time and in the same locality. Consultant makes no warranties, express or implied, under this Agreement or otherwise in connection with Consultant's Services. Client and Consultant each agree to indemnify and hold the other harmless, and in their respective officers, employees, agents and representatives from and against liabiltiy for all claims, losses, damages or expenses are caused by he ind . ..... ifying party's negligent acts, errors or ornissions. In the event claims, losses, damages or expenses n. caused by the joint or concurrent negligence of the Client arid Consultant, they Shalt be bc­ by d.ch party in proportion to its negligence. z 0 9 'a) : ; z C U ]'� 4) 04 LL11 .0 C r) 0 V t 6 0 Ca .0 z 0 date description 02-02-17 submittal set drawn by., TSB revisons: no. date description /,\ 05-25-17 Add entry details, revise L VL beam supportlanchoring, detail Additions & alterations have been designed to comply with Florida Building Code - 5ih Edition (2014) andASCE 7-10. the Design Parameters are as follows: vo t 14(hiiph v.'d 108iiipli fc,il, C,,itod.,y it &P- 'o Q GGP1 -t-0.18 Flee, U- I (p,,Q uni.h�bicible oil" wil'tiot sl­g� 10 Uhinhabitable albos with limited storage 20 All other areaS 40 R-&Uve L -d! tp,tf) 20 C,,p,n,,,ts & Cl,ddi,,g �26.61-35.5 Seat a d Signed in Blue Ink Bryan A Molyet P.E. 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE #041509 street no: 71 of., 9 P.T. 2"x(." HEADER SUCK ANCHORED ANCHOR E30LT LOCATIONS WITH (2) 1/2"xo" J BOLT6 OR 1/2" WEDGE 3 E30LTS FOR OPENINGS < ei'-O" H, BOLTS (3 3/0" EMBEDMENT MIN.) IN 4 E30LTS FOR OPENINGS =>&'-O` H. FILLED CELL WITH 2" SCUARE WASHER5­,,., du 0 A (L —P.T. 2"x&" JAMB BUCK ANCHORED Ej WITH 1/2"XO" J 50ILT6 OR 1/2" WEDGE BoLT5 (3 3/a" EMBEDMENT MIN.) IN FILLED CELL WITH 2" SQUARE WASHERS (JI -2,51`11 2"X6" RAFTERS 24" 42 SYP 2"x4" CEILING 'L tL J015TS Q 24" O.C, 71 SINF15CN MT512 TYF, �TRACK BRACKET LOCATIONS (L (2) 02 5YP 2"x12" BEAM WITH L—FX15TING TRUSSES 1/2" PLYWOOD FLITCH SIMPSON 9— LEX15TING CMU WALL eEAM SUPPORT 4 ANCHORING DETAIL SCALE 1/2" = 1'-0" NOTE: 1. SEE FLOOR PLAN FOR GARAGE DOOR [DESIGN PRESSURE 2. GARAGE DOOR MANUFACTURERS BUCK INSTALLATION DETAILS MAY BE USED IN LIEU OF THIS DESIGN. GARAGE DOOR OPENING DETAIL 5CALE IJ2" = ti-alL LU 1060 East Industrial Drive Suite W Orange City, FL 32763 ph: 386-532-8000 The Standard of care for .11 professional Services pml-nod ., Imnishool by Consultant under this Agreement will be the skill arid care used by members of consultants profession practicing under Siml., circu hiislances at the amc, time and in the same locality. Consultant makes no warranties, express or implied, under this Agreement or otherwise in connection with Consultant's Services. Client and Consultant each agree to indemnify and hold the other harmless, and in their respective officers, employees, agents and representatives from and against liabiltiy for all claims, losses, damages or expenses are caused by he ind . ..... ifying party's negligent acts, errors or ornissions. In the event claims, losses, damages or expenses n. caused by the joint or concurrent negligence of the Client arid Consultant, they Shalt be bc­ by d.ch party in proportion to its negligence. z 0 9 'a) : ; z C U ]'� 4) 04 LL11 .0 C r) 0 V t 6 0 Ca .0 z 0 date description 02-02-17 submittal set drawn by., TSB revisons: no. date description /,\ 05-25-17 Add entry details, revise L VL beam supportlanchoring, detail Additions & alterations have been designed to comply with Florida Building Code - 5ih Edition (2014) andASCE 7-10. the Design Parameters are as follows: vo t 14(hiiph v.'d 108iiipli fc,il, C,,itod.,y it &P- 'o Q GGP1 -t-0.18 Flee, U- I (p,,Q uni.h�bicible oil" wil'tiot sl­g� 10 Uhinhabitable albos with limited storage 20 All other areaS 40 R-&Uve L -d! tp,tf) 20 C,,p,n,,,ts & Cl,ddi,,g �26.61-35.5 Seat a d Signed in Blue Ink Bryan A Molyet P.E. 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE #041509 street no: 71 of., 9 A/c COt9P. _ _ _ -�lSl� ■ <�XXXXXXXX� . ��- ----- - - - - -- ���t' l p�XX ---,XX -- - - - - - -- TP ------ X 1 ( 'X I I 1 I I = X I X I I X z HVAC I I I I I I I I e S.A. i 1 I I FAN/L�GHT - z r t ■ ------=-=-=====-== / /i /v /W I / I Ii ------------ 1 NOTE: ONLY ELECTRICAL FIXTURES 4 RECEPTACLES LOCATED WITHIN THE ADDITONS s ROOMS AFFECTED BY ALTERATIONS ARE SHOWN. ALL EXISTING ELECTRICAL EQUIPMENT NOT SHCJN IS TO REMAIN IN PLACE. FROP05ED ELECTRICAL PLAIN / ---------—----— --------—----— -t I I I I I I I I ® I I FAN/LIGHT �Q �PFAN/LIGHT I I -——— — — — — —— -- WASH ✓ � X 1 \,,.X rte:•• �-. - SCALE: I/4" = V-0" W/C 2" AAV 0 SINK (RELOCATED) KITCHEN 2" (NEW) 2" (EXISTING) ` TUB 2' ` BATH *3 FLUM51NG WASTE RISER 2" VTR I� I I ` i I I I I 1 I 1 I SINK ) I 1 MASH LIDRY 2" W/C LAV. M. BATH AAV TUB LAV, r ' SHOWER 2" 3,I i i 2" 2 i r 21' i i i 1C.O, i ELECTRICAL LEGEND SINGLE POLE SWITCH �3 3 -WAY SWITCH DUPLEX RECEPTACLF: 8,, - GROUND FAULT RECEPTACLE (UY'nARC FAULT RECEPTACLE WEATHER PROTECTED RECEPTACLE 220V, RECEPTACLE PH CI TELEPHONE JACK tv TELEVISION JACK Wo- DOORBELL Q CHIME CHIMES 000l WALL MOUNTED LIGHT FIXTURE LIGHT FIXTURE ao}�O CHANDELIER - PULL CHAIN LIGHT FIXTURE 0 RECE55ED LIGHT FIXTURE 0 PENDANT LIGHT FIXTURE VANITY BAR LIGHT WRAPPED FLUORESCENT FLOOD LIGHTS S.A. ® SMOKE ALARM EXHAUST FAN �L EXHAUST FAN/LIGHT COMBO CEILING FAN MJ DISCONNECT SWITCH ELECTRICAL PANEL ELECTRICAL NOTES 1. ELECTRICAL FIXTURES d RECEPATCLES SHOWN MAY BE NEW, EXISTING, OR RE -PURPOSED. 2, NEW ELECTRICAL FIXTURES MAY BE SUPPLIED BY NEW CIRCUITS IN THE EXISTING DISTRIBUTION PANEL, OR ADDED TO EXISTING BRANCH CIRCUTS. 3. ALL REaUIRED SMOKE ALARMS TO BE INTERCONNECTED 4. IF ANY GAS APPLIANCES ARE PRESENT CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN ADDITION TO THE REaUIRED SMOKE ALARMS SHOWN. 5, ELECTRICAL DESIGN IS NOT A PART OF THESE PLANS. ALL REaUIRED ELECTRICAL 1)E51GN AND INSTALLATION TO BE PERFORMED BY A LICENCED FLORIDA ELECTRICIAN. N.T.S, 1060 East Industrial Drive Suite W Orange City, FL 32763 ph: 386-532-8000 The standard of care for all professional services performed or furnished by Consultant under this Agreement will be the skill and care used by members of Consultants profession practicing under similar circumstances at the same time and in the same locality. Consultant makes nc warranties, express or implieJ, under this Agreement or otherwise in connection with Consultant's services. Client and Consultant each agree to indemnify and hold the other harmless, and in their respective officers, employees, agents and representatives from and against liabilliy for. all claims, losses, damages or expenses are caused by the indemnifying party's negligent acts, errors or omissions. In the event claims, losses, damages or expenses are caused by the joint or concurrent negligence of the Client and Consultantthey shall be borne by each party in proportion to its negligence. date description 02-06-17 submittal set drawn by., TSB revisons: no. date description /,'705-25-11 Add covered entry Additions & alterations have been designed to comply with Florida Building Code - 5th Edition (2014) and ASCE 7-10. The Design Parameters are as follows: vult 140n,ph Vasd 100mph Risk Category II Exposure C GCpl U-0.19 Flour Live Lead (ps1) Uninhabitable attics without slurage lu Uninhabitable at tic. with limltcd slurage 20 All other areas 40 Hoof Live Lead (psf) 20 Cunpenent: & Cladding r26.61-35., / I \ I t I � I Not Valid Without a Raised Seal -and Signed in Blue Ink Bryan A Molyet P.E. 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE #041509 sheet no: \ v r <i ` FAN/LIGHT FAN/LIGHT'-O\� I \� I I aR� IDZI I I z HVAC I I I I I I I I e S.A. i 1 I I FAN/L�GHT - z r t ■ ------=-=-=====-== / /i /v /W I / I Ii ------------ 1 NOTE: ONLY ELECTRICAL FIXTURES 4 RECEPTACLES LOCATED WITHIN THE ADDITONS s ROOMS AFFECTED BY ALTERATIONS ARE SHOWN. ALL EXISTING ELECTRICAL EQUIPMENT NOT SHCJN IS TO REMAIN IN PLACE. FROP05ED ELECTRICAL PLAIN / ---------—----— --------—----— -t I I I I I I I I ® I I FAN/LIGHT �Q �PFAN/LIGHT I I -——— — — — — —— -- WASH ✓ � X 1 \,,.X rte:•• �-. - SCALE: I/4" = V-0" W/C 2" AAV 0 SINK (RELOCATED) KITCHEN 2" (NEW) 2" (EXISTING) ` TUB 2' ` BATH *3 FLUM51NG WASTE RISER 2" VTR I� I I ` i I I I I 1 I 1 I SINK ) I 1 MASH LIDRY 2" W/C LAV. M. BATH AAV TUB LAV, r ' SHOWER 2" 3,I i i 2" 2 i r 21' i i i 1C.O, i ELECTRICAL LEGEND SINGLE POLE SWITCH �3 3 -WAY SWITCH DUPLEX RECEPTACLF: 8,, - GROUND FAULT RECEPTACLE (UY'nARC FAULT RECEPTACLE WEATHER PROTECTED RECEPTACLE 220V, RECEPTACLE PH CI TELEPHONE JACK tv TELEVISION JACK Wo- DOORBELL Q CHIME CHIMES 000l WALL MOUNTED LIGHT FIXTURE LIGHT FIXTURE ao}�O CHANDELIER - PULL CHAIN LIGHT FIXTURE 0 RECE55ED LIGHT FIXTURE 0 PENDANT LIGHT FIXTURE VANITY BAR LIGHT WRAPPED FLUORESCENT FLOOD LIGHTS S.A. ® SMOKE ALARM EXHAUST FAN �L EXHAUST FAN/LIGHT COMBO CEILING FAN MJ DISCONNECT SWITCH ELECTRICAL PANEL ELECTRICAL NOTES 1. ELECTRICAL FIXTURES d RECEPATCLES SHOWN MAY BE NEW, EXISTING, OR RE -PURPOSED. 2, NEW ELECTRICAL FIXTURES MAY BE SUPPLIED BY NEW CIRCUITS IN THE EXISTING DISTRIBUTION PANEL, OR ADDED TO EXISTING BRANCH CIRCUTS. 3. ALL REaUIRED SMOKE ALARMS TO BE INTERCONNECTED 4. IF ANY GAS APPLIANCES ARE PRESENT CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN ADDITION TO THE REaUIRED SMOKE ALARMS SHOWN. 5, ELECTRICAL DESIGN IS NOT A PART OF THESE PLANS. ALL REaUIRED ELECTRICAL 1)E51GN AND INSTALLATION TO BE PERFORMED BY A LICENCED FLORIDA ELECTRICIAN. N.T.S, 1060 East Industrial Drive Suite W Orange City, FL 32763 ph: 386-532-8000 The standard of care for all professional services performed or furnished by Consultant under this Agreement will be the skill and care used by members of Consultants profession practicing under similar circumstances at the same time and in the same locality. Consultant makes nc warranties, express or implieJ, under this Agreement or otherwise in connection with Consultant's services. Client and Consultant each agree to indemnify and hold the other harmless, and in their respective officers, employees, agents and representatives from and against liabilliy for. all claims, losses, damages or expenses are caused by the indemnifying party's negligent acts, errors or omissions. In the event claims, losses, damages or expenses are caused by the joint or concurrent negligence of the Client and Consultantthey shall be borne by each party in proportion to its negligence. date description 02-06-17 submittal set drawn by., TSB revisons: no. date description /,'705-25-11 Add covered entry Additions & alterations have been designed to comply with Florida Building Code - 5th Edition (2014) and ASCE 7-10. The Design Parameters are as follows: vult 140n,ph Vasd 100mph Risk Category II Exposure C GCpl U-0.19 Flour Live Lead (ps1) Uninhabitable attics without slurage lu Uninhabitable at tic. with limltcd slurage 20 All other areas 40 Hoof Live Lead (psf) 20 Cunpenent: & Cladding r26.61-35., / I \ I t I � I Not Valid Without a Raised Seal -and Signed in Blue Ink Bryan A Molyet P.E. 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE #041509 sheet no: \ v D ----------------------------------------------------- COVERED -------COVERED PORCH I PATIO I I i (Lu Cri IN FILL DOOR PENING WITH GMU SEE DETAIL C-3 2'-411 I SH 34E � (EXISTING EGRESS) I Lll /Y\� NEW 5065 FRENCH//01- REF'G / O / I � — — —�— —14,-411 — — — — — — — / Oo Oe 3!/ 21I 811 BATH *20 OD I� KITCHEN/DININCz o z BEDROOM *2 SITTING AREA W MASTER EDROOM 0 a RECESS CE LING TO 5'-9" Nx U I X ul I ' r I n i I x -----------------P I � - - - - - - - - 1 a / / tin to L / _ i / z7 ryto / IN � _ 4 7A,ING In iV W / 31� ' — DRY WA = M. BATH `0 .1 _ ? / o p� LIVING ROOM w.H. v L DRY W BEDROOM *3 / J) z 1-411 1-3 211 - 41-8 211 r 211 u 31-011 71 w = Lit 42" H. / / LINEN �4•�ry t` T (( o )j NEE j C01 _ N I I 1111111-1Y77-1-711 // Fir ILJ 3 � � � IN -FILL POOR PENING WITH CMU _ - I - I SEE DETAIL G-3 Ir/ r 11 v 8„ 3/2„ 2o6i 3�2It cTl L • I / ao / - _ _ / GENERAL NOTES a M K - crl / 1 I. THIS PROJECT IS TO BE CON5IDERED A LEVEL 2 ALTERATION 0 - m I _ FLORIDA BUILDING CODE 5th EDITION (2014) EXISTING BUILDING t / u / CHAPTER 5 SECTION 504Q Z 2iT - Z g el, / 311 X211 dI 6f _ 3/211 3/211 O Z 2. ALTERATIONS SHALL NOT DIMINISH ANY EXISTING STRUCTURAL 1111 OR LIFE SAFETY ELEMENTS OF BUILDING. / 3 W / jE ED OOM *4 _ BEDROOM *GJ j q 1N 3. ANY ELECTRICAL WIRING, RECEPTACLES OR FIXTURES / _ LOCATED WITHIN PARTITIONS SLATED FOR DEMOLITION SHALL BE RELOCATED OR TERMINATED IN AN / / - - LL APPROVED JUNCTION BOX. / z � __ _ y \`\I 4. OPENINGS IN EXISTING WALLS < 30 SQUARE FEET MAY BE % i lti CV W I JJ FILLED IN WITH CMU AS NEEDED WITHOUT THE ADDITION OF W D j FILLED CELLS OR STEEL REINFORCEMENT. 5. MEANS OF EGRESS CONFORMING TO THE REQUIREMENTS OF THE / / / / BUILDING CODE UNDER WHICH THE BUILDING WAS CONSTRUCTED 41-811 NEW SH 25 NEW SH 25 SHALL BE CONSIDERED COMPLIANT MEANS OF EGRESS IF, IN THE (EGRESS) (EGRESS) tl.l_8° OPINION OF THE CODE OFFICIAL-, THEY DO NOT CONSTITUTE A / X LWINDOWOPENINGODISTINCT HAZARD TO LIFE - PER FBCR 805.2 / A 2 - WITHCMU (SEFl 2 PROPOSED FLOOR PLAN RECORD COPY gAUjEQ iD BUILDING DIVISION [n�` D A PERMTI' 156UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS REVIEV jE�j=t)(,Cbi3E COMPLIANCE `UAUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ANY OF'THE PROVISIONS OF THE TECHNICAL c� ASIDE CODES, NOR `SHALL ISSUANCE OF A FERMI "T PREVENT CHE BUILDING OFFICIAL FROM THEREAFTER PLANS EXAMINER 5. f EX I REOUIRING A CORRECTION OF ERRORS IN PLANS, CONST RUCTION OR VIOLATIONS OF THIS CODE DATE 0 � II FRAME STORAGE SHED II I II II II II II II FRAME PARTITION LINTEL SCHEDULE (LOTTS CONCRETE) (2)v 0 1 D PRECAST LINTEL (811x1(o11 COMPOSITE) PRECAST LINTEL BELOW EXISTING BOND BEAM WITH NO FILL OR REINFORCEMENT TOTAL ALLOWABLE SUPERIMPOSED LOAD -POUNDS PER LINEAL FOOT LINTEL DESIGNATION LINTEL SIZE WATER HEATER II \\ \ L A-2 T -6 x a" H. 4'-6 x aH. �CLEAR$FAN EEDS 570- ffFf5AF�E111AI1 EED5 1343- 6 EXISTING BOND BEAM SP.CdFORC NEW PRECAST NO LINTEL ( 6'-O" SPAN. WITHH NO FILL OR� bU `Y lJ 1 REINFORCEMENT 510" PLF LOAD MAX. LINTEL "A" SECTION SCALE: 1/411 = 1'0" AREA TABULATIONS (REVISED) LIVING AREA 1812 SQ, FT, COVERED PORCH AREA 324 5Q, FT, TOTAL AREA 2196 SQ. FT, WALL TYPES LEGEND EXISTING CMU WALL NEW CMU BELOW EXISTING LINTEL D EXISTING FRAME PARTITION ® NEW FRAME PARTITION A/C coMP. 2" VTR I I I I I I I I i� LAV H *3 PLUMEIING WASTE RISER //777////////// I I D.W. ' REF'G I I I � I 1 I O O \ I II \ I J H]A- 56 I I I I I I I I I I / L__ JL _ I as 11 II \ I II II ` / 2 u II / LL--- rLI- -- / II� II II � VIII / VIII / VIII EXISTING FLOOR/DEMOLITION PLAN 2" VTR JI� I � I I I I I I I SINK I I I ASN LDRY 2,1 W/C LAV, M. BATH AAIr� TUB AV. SHOWER 2" 2a2" SLl i i 2" i i i i N.T.5. DEMOLITION PLAN KEY NOTES 0 I II I I II II I II II OREMOVE WATER HEATER II \\ \ II OREMOVE WINDOW I I —DEMOLISH EX15TING I 0 � II FRAME STORAGE SHED II I II II II II II II FRAME PARTITION II II I II EXISTING SO65 OPENING II II III I I / I f I I I I I I / / / / I I I II EXISITNG SLAB TO BEIRAISED TO LEVEL / / / GARAGE FLOOR WITH 1-161,14E FLOOR THIS AREA I I / -" 3 I _I_ I I / I I w I I II R 5 VIII I I I I / r- T r �I 1/1 k oil I-------------------------� / I ���-------� 5 I / <9 DEMOLITION PLAN KEY NOTES 0 REMOVE PLUMBING FIXTURE ` REMOVE APPLIANCE OREMOVE WATER HEATER 4O REMOVE CABINET / COUNTERTOP OREMOVE WINDOW OREMOVE DOOR 0 DEMOLISH SHOWER ODEMOLISH FRAME PARTITION \.9/ DEMOLISH CMU WALL SCALE: 1/4" - I' -O" U J J O �L O i W W _A 1060 East Industrial Drive Suite W Orange City, FL 32763 ph: 386-532-8000 The standard of care for all professional services performed or furnished by Consultant under this Agleerlent will be the sklll and care used by members of Consultants profession practicing under similar circumstances at the same time and in the same locality. Consultant makes no warranties, express or implied, under this Agreement or otherwise in connection with Consultant's services. Client and Consultant each agree to indemnify and hold the other harmless, and in their respective officers, employees, agents and representatives from and against liabildy for all claims, losses, damages or expenses are caused by the indemnifying party's negligent acts, errors or omissions. In the event claims, losses, damages or expenses are caused by the joint or concurrent negligence of the Client and Consultant, they shall be borne by each party in proportion to its negligence. z �604 CM J W �� O O O C W aTU) Additions & alterations have been designed to comply with Florida Building Code - 5th Edition (2014) and ASCE 740. The Design Parameters are as follows., V it 140 Ph Vaad 108mph Risk Category II Exposure G GCp1 1l- 0.18 Floor Live Load (par) U, 1, habileble attics without storago 1U Uninhabitable allies with IhN ed storage 2U All other areas 40 Roof Live Lead (pal) 2U Components&Cladding +26.61-75.5 / 1 � l I I I \ JlI l � 1 / \ i Not Valid Without a Raised Seal and Signed in Blue Ink Bryan A Molyet P.E. Molyet Engineering LLC 1060 E, Industrial Dr., Ste. W `Orange City, FL 32763 PE #041509 _Certificate of Authority 400009855 sl eef rior t, 3 A„$ t: dale description 02-24-16 submittal set drawn by: TSB revisons: 110, dale description 0 00-00-00 )IX Additions & alterations have been designed to comply with Florida Building Code - 5th Edition (2014) and ASCE 740. The Design Parameters are as follows., V it 140 Ph Vaad 108mph Risk Category II Exposure G GCp1 1l- 0.18 Floor Live Load (par) U, 1, habileble attics without storago 1U Uninhabitable allies with IhN ed storage 2U All other areas 40 Roof Live Lead (pal) 2U Components&Cladding +26.61-75.5 / 1 � l I I I \ JlI l � 1 / \ i Not Valid Without a Raised Seal and Signed in Blue Ink Bryan A Molyet P.E. Molyet Engineering LLC 1060 E, Industrial Dr., Ste. W `Orange City, FL 32763 PE #041509 _Certificate of Authority 400009855 sl eef rior t, 3 A„$ t: �I I I �—t—PAINTED CMU I IH I PROPOSED REAR ELEVATION SCALE: 1/4" = l' -O" ELECTRICAL 5YMSOL5 LEGEND t SWITCH _® DUPLEX RECEPTACLE ARC FAULT PROTECTED RECEPTACLE TJ GROUND FAULT PROTECTED RECEPTACLE 240V RECEPTACLE EXHAUST FAN CEILING FAN - LIGHT FIXTURE ® RECESSED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE 6� SMOKE ALARM S.A. ELECTRICAL NOTE5 I. ELECTRICAL FIXTURES a RECEPATCLES SHOWN MAY BE NEW, EXISTING, OR RE -PURPOSED. 2. NEW ELECTRICAL FIXTURES MAY BE SUPPLIED BY NEW CIRCUITS IN THE EXISTING DISTRIBUTION PANEL, OR ADDED TO EXISTING BRANCH CIRCUTS. 3. ALL REQUIRED SMOKE ALARMS TO BE INTERCONNECTED PROPOSED LEFT ELEVATION SCALE: 1/4" = V -o" PROPOSED ELECTRICAL PLAN SCALE: 1/4" = V -o" U J J c �L Q Q) C C W d 0 1060 East Industrial Drive Suite W Orange City, FL 32763 ph: 386-532-8000 The standard of care for all professional services performed or furnished by Consultant under this Agreement will be the skill and care used by members of Consultants profession practicing under similar circumstances at the same time and in the same locality. Consultant makes no warranties, express or implied, under this Agreement or otherwise in connection with Consultant's services. Client and Consultant each agree to indemnify and hold the other harmless, and in their respective officers, employees, agents and representatives from and against Ilabilliy fur all claims, losses, damages or expenses are caused by the indemnifying party's negligent acts, errors or omissions. In the event claims, losses, damages or expenses are caused by the joint or concurrent negligence of the Client and Consultant, they shall be borne by each party in proportion to its negligence. Additions & alterations have been designed to comply with Florida Building Code - 5th Edition (2014) and ASCE 7-10 The Design Parameters are as follows: Voll 140mph date description 02-24-16 submittal set drawn by: TSB C revisons: 110.18 no. date description 0 00-00-00 XX Un7nhabila6l. attics with limited storage 20 All other areas 40 Roof Llve Load (psf) 20 Components & Gladding t26.6f-35.5 Additions & alterations have been designed to comply with Florida Building Code - 5th Edition (2014) and ASCE 7-10 The Design Parameters are as follows: Voll 140mph V.W 1mr-ph Risk Category II ltl C GCPl GCp1 110.18 Floor Liv. Load (l,V) UninhabllablI attics without storage 10 Un7nhabila6l. attics with limited storage 20 All other areas 40 Roof Llve Load (psf) 20 Components & Gladding t26.6f-35.5 1 I W Not Valid Without a Raised Seal and Signed in Blue Ink Bryan A Molyet P.E. Molyet Engineering LLC 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE #041509 Certificate of Authority #00009855 sheet no: 0F. 3 EXISTING TRUSSED ROOF vz M5 STEEL BAR DRILLED AND EPDXIED TO EXISTING LINTEL (4" EMBED. MIN,J— ADD 8"x8"xl6" CMU FILLED 4 REINFORCED WITH (U "5 STEEL BAR WHERE INDICATED +5 STEEL BAR DRILLED AND EPDXIED TO GONG SLAB (4" EMBED. MIN.) EXISTING CONC. DRIVE—\ R-IS IN5ULATION (MIN.) EXISTING 1/2" GYPSUM CEILING (REPAIR/REPLACE AS NEEDED) EXISTING CAST LINTEL 1/2" GYPSUM WALLBOARD ADD R-4.3 FOIL INSULATION (MIN.) ADD P.T. I°x2" FURRING STRIPS a 16" O.0 ADD NEW CONCRETE SLAB TO LEVEL WITH EXISTING HOUSE FINISHED FLOOR (SEE DETAIL 5-3) CONCRETE SLAB SECTION a GARAGE DOOR IN -FILL SCALE 1/2" = 1'-0" CUT 4 REMOVE EXISTING CMU AS NEEDED BELOW NEW LINTEL FORM 4 FILL HOLLOW CELLS AT JAMB CUTS EXISTING BOND BEAM—\ "5 STEEL BARS DRILLED AND EPDXIED TO EXISTING SLAB a 24" O.0 MAX, EXISTING CONC, SLAB NEW PRECAST LINTEL BELOW EXISTING BOND BEAM. MAX. UNFILLED LOAD 570" PLF 6 6'-2" SPAN `—EXISTING CONCRETE FOOTING 7.1 n ADD NEW CONCRErE SLAB TO LEVEL GARAGE FLOOR WITH EXISTING HOUSE FINISHED FLOOR ADD CLEAN, COMPACT FILL TREATED FOR SUBTERRANEAN TERMITES AS NEEDED SECTION e EXISTING GARAGE STEP DOWNSCALE 1/2" = 1'-O" TY10. NEW WINDOWDOOR IN EXISTING CMU WALL DETAIL SCALE 1/2" =1'-o'1 NOTES: I. IF THE LIMITS OF THIS DESIGN ARE EXCEEDED SPECIAL ENGINEERING MAY BE REQUIRED, 2, REFER TO MANUFACTURERS SPECIFICATIONS FOR DOOR 4 WINDOW INSTALLATION DETAILS INCLUDING: ANCHOR SIZE, SPACING, EMBEDMENT, AND SHIMMING LIMITATIONS. VERTICAL CELL FILLED WITH CONC. VERTICAL CELL FILLED WITH CONC. 4 REINF, WITH lU "5 STEEL BAR AS NOTED. MIN, VERTICAL BAR LAP 15 25" EXISTING CMU WALL "5 STEEL DOWELS DRILLED 4 EPDXIED TO EXISTING CMU (6" EMBED, MIN)-- DRILL 4 EPDXY (U •5 STEEL BAR TO EXISTING CAST LINTEL (4" EMBED. MIN) EXISTING CAST LINTEL �EXI5TING TRUSSES M � M 6,-0" MAX- 6tiQ„ MAX, G .r description _ submittal set drawn by: TSB revisons: no. date description y • h . - f•-111-1�1 Q MAX.- 9 NEW�OOF2/WIND OPENING 4' ,I PRECAST SILL ° IL LEXIS TING GMU L—II '-__--___ 1.I, III `t 1 'htl II II — a LI F.=1`r NEW CMU WALL BELOW EXISTING LINTEL 4 F— EXISTING DOOR OPENING MIN. ,`.:' 1L _ °'I °; --- ---- - :-'h1-••. — IJ " / G `—EXISTING CONCRETE FOOTING 7.1 n ADD NEW CONCRErE SLAB TO LEVEL GARAGE FLOOR WITH EXISTING HOUSE FINISHED FLOOR ADD CLEAN, COMPACT FILL TREATED FOR SUBTERRANEAN TERMITES AS NEEDED SECTION e EXISTING GARAGE STEP DOWNSCALE 1/2" = 1'-O" TY10. NEW WINDOWDOOR IN EXISTING CMU WALL DETAIL SCALE 1/2" =1'-o'1 NOTES: I. IF THE LIMITS OF THIS DESIGN ARE EXCEEDED SPECIAL ENGINEERING MAY BE REQUIRED, 2, REFER TO MANUFACTURERS SPECIFICATIONS FOR DOOR 4 WINDOW INSTALLATION DETAILS INCLUDING: ANCHOR SIZE, SPACING, EMBEDMENT, AND SHIMMING LIMITATIONS. VERTICAL CELL FILLED WITH CONC. VERTICAL CELL FILLED WITH CONC. 4 REINF, WITH lU "5 STEEL BAR AS NOTED. MIN, VERTICAL BAR LAP 15 25" EXISTING CMU WALL "5 STEEL DOWELS DRILLED 4 EPDXIED TO EXISTING CMU (6" EMBED, MIN)-- DRILL 4 EPDXY (U •5 STEEL BAR TO EXISTING CAST LINTEL (4" EMBED. MIN) EXISTING CAST LINTEL �EXI5TING TRUSSES M � M 6,-0" MAX- 6tiQ„ MAX, G .r description _ submittal set drawn by: TSB revisons: no. date description y • h . - f•-111-1�1 Q 1.I, III `t 1 'htl II II — a LI F.=1`r NEW CMU WALL BELOW EXISTING LINTEL 4 EXISTING DOOR OPENING MIN. ,`.:' 1L _ °'I °; --- ---- - :-'h1-••. — IJ " DRILL 4 EPDXY z EXISTING CONC. SLAB (I) 05 STEEL BAR TO EXISTING CONC, SLAB "v (4" EMBED. MIN) TYF. DOOR IN -FILL DETAIL —FASTEN NEW "2 SYP 2"x6" RAFTER TO EXISTING TRUSS TOP CHORD WITH I ROW I6d SINKERS SPACED w 12" O.C. _\ FASTEN NEW "2 5YP 2">b" COLLAR BEAM TO RAFTERS WITH (6) I6d 51NKER5 EA. END R-19 INSULATION (MIN.)— - \\ EXISTING WOOD TRUSS ""-- - GGGnc �nnnGGc� EXISTING CMU WALL CUT EXISTING TRU55 BOTTOM ADD 2"x4" FRAMING FOR CEILING 1/2" GYPSUM CEILING EXISTING CMU WALL CHORD/WEBS AS NEEDED 4 BOTTOM CHORD SUPPORT ��RECESSED CEILING DETAIL SCALE 1/211 - r-0"CEILING DETAIL SCALE 1/211 s r -o° SCALE 1/2" = 1,-0n EXISTING CMU WALL EXISTING ROOF TRUSS WILD/iyv, SAPORD OPp 1 RTTI`�C X6_1076 U J J c d d C C W _A 1060 East Industrial Drive Suite W Orange City, FL 32763 ph: 386-532-8000 The standard of care for all pr ufessional services performed or furnished by Consultant under this Agreement will be the skill and care used by members of Consultants profession practicing under similar circumstances at the same time and in the same locality. Consultant makes no warranties, express or implied, under this Agreement or otherwise in connection with Consultant's services. Client and Consultant each agree to indemnify and hold the other hannless, and in their respective officers, employees, agents and representatives from and against rabiltiy for all claims, losses, damages or expenses are caused by the indemnifying party's negligent acts, mors or onlissions. In the event claims, losses, damages or expenses are caused by the joint or concurrent negligence of the Client and Consultant, they shall be borne by each party in proportion to its negligence. Additions & alterations have been designed to comply with Florida Building Code - 5th Edition (2014) and ASCE 7-10. The Design Parameters are as follows: vwl laomph Vast 10Emph Risk Category II Exposure GCp1 */- 0.18 Floor Livo Load (psf) Lminhabilableettics wlthoul storage 10 U"Inheble blo attics wrth lirmted storage 2U Allomerareas 40 Roof Live Load (psf) 20 Components a Cladding 126.61-75.5 V Not Valid Without a Raised Seal and Signed in Blue Ink Bryan A Molyet P.E. Molyel Engineering LLC 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE 4041509 Certificate of Authority #00009855 sheet no: 3 G� G date description 02-24-16 submittal set drawn by: TSB revisons: no. date description 0 00-00-00 XX Additions & alterations have been designed to comply with Florida Building Code - 5th Edition (2014) and ASCE 7-10. The Design Parameters are as follows: vwl laomph Vast 10Emph Risk Category II Exposure GCp1 */- 0.18 Floor Livo Load (psf) Lminhabilableettics wlthoul storage 10 U"Inheble blo attics wrth lirmted storage 2U Allomerareas 40 Roof Live Load (psf) 20 Components a Cladding 126.61-75.5 V Not Valid Without a Raised Seal and Signed in Blue Ink Bryan A Molyet P.E. Molyel Engineering LLC 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE 4041509 Certificate of Authority #00009855 sheet no: 3 G� G r— — — — — — — — — — -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r — — — — — — — — — — — — — — — — - - — — — — — — — — — , I I II II I I II II I I II II I I II II I I II II I I II II I I I DEMOLISH EXISTING I DEMOLISH EXISTING SCREENED I I FRAME STORAGE SHED PORCH 4 REMOVE CONIC. BLAB -7 I 4 REMOVE CONC. SLAB I IY�/, I I I I I I I II II 'll'_811 DEMOLISH 1&'-0" OF CMU WALL I I II II I I II II I I II II — _ _ — — _ 8068 Of / I F I \2 Foal �`oullul II / -�-0 / I I I I I I ISO m IIIA I I / NVAc I I / 1 / 4___— —--------—--—---- _ II CD, LI / I 7 --------------- I IIS �I I I II I II` JI L Ju J q II l\\ u II • 7 6 I 10 2 II J-11 "hI k=___ / I JI L / DEMO!_ITION FLAN KEY NOTES VIII 0 REMOVE PLUMBING FIXTURE I�5 I I I I O REMOVE APPLIANCE VIII OREMOVE WATER HEATER 0 REMOVE CABINET 4 COUNTERTOP III O REMOVE WINDOW I If, --05 O REMOVE DOOR II Hill 0 DEMOLISH SHOWER / O DEM04,I6H FRAME PARTITION DEMOLISH CMU WALL 10 REMOVE CONC. SLAB EXISTING FLOOR/DEMOLITION PLAN 5r -ALE: 1/4" = I'-O'I RECORD COPY REVIEWED FOR CODE COMPLIANCE PLAN$ EXAMINER --4. (7— DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL Be CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 1060 East Industrial Drive Suite W Orange City, FL 32763 ph: 386-532-8000 The standard of care for all professional services performed or furnished by Consultant under this Agreement will be the skill and care used by members of Consultants profession practicing under similar circunfstances at lire same time and in the samo locality. Consultant makes no warranties, express or implied, under this Agreernent or otherwise in connection with Consultant's services. Client and Consultant each agree to Indemnify and hold lire other harmless, and in their respective officers, employees, agents and representatives from and against liabilliy for all claims, losses, damages or expenses are caused by the indemnifying party's negligent acts, suors or ondssions. In lho event claims, losses, damages or expenses are caused by the joint or concurrent negligence of lire Client and Consultant, they shall be borne by each party in proportion to its negligence. E I— Z O 1�1 C � N iIL)iiN �p CM J t �p O p� .0 C z O 0 Z Additions & alterations have been designed to comply with Florida Building Code - 51h Edition (2014) and ASCE 7-10 The Design Parameters are as follows: Vult 14Umph date description 02-06-17 submittal set drawn by: TSB revisons: .r- 0.18 no. date description 0 00-00-00 XX Uninhabitable attics with Ilmned storage 20 All Jr.,oareas 40 Roof Live Load (psf) 20 Components & Claddua v26.61 36.6 Additions & alterations have been designed to comply with Florida Building Code - 51h Edition (2014) and ASCE 7-10 The Design Parameters are as follows: Vult 14Umph Vasd iUemph Risk Catogo y II Exposure C GGp1 .r- 0.18 Floor Live Load (psf) Unlnhabisble alllcs without storage 10 Uninhabitable attics with Ilmned storage 20 All Jr.,oareas 40 Roof Live Load (psf) 20 Components & Claddua v26.61 36.6 Not Valid Without a Raised Seal and Signed in Blue Ink Bryan A Molyet P.E. 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE #041509 sheet no: r C ,4 g:=,u a.,.=J of: i1 9=11=m (o21 -O" 421-0" I I-011 o aN 8'-0° 6 _a 1-5 7'-811 �� I 41-Oi1 FOUNDATION PLAN 161-0" 4' -On SCALE: 1/4" = 1'-0" /HOOKED VERTICAL 05 / STEEL BAR AS NOTED G I 3 1/2" CONC. SLAB W/10110 6"x6" i I W,W.M. OR FIBERMESH IN CONC, MIX 6" MIN. 0 LIVING SPACE--� t I FINISHED GRADE—iL°o.; °t.; ITTiLl t & MIL VAPOR BARRIER TI I !. THICKEN SLAB EDGE 6 REINFORCE 1= Y CI II I I 11 — II CLEAN, WELL COMPACTED FILL DIRT WITH (2) 05 STEEL BARS CONT, 16" TREATED FOR SUBTERRANEAN TERMITES A SCALE 1/2" - 1'-O" 2 - r I D HOOKED VERTICAL 05 LU I STEEL BAR AS NOTED ly Q ° 4" 1 3 1/2" CONI, SLAB W/lo/l0 6"x6" ? V N I I W.W.M. OR FIBERMESH IN GONG. MIX riT — i, q,Q o g� ° °r I �I �I &MIL VAPOR BARRIER THICKEN SLAB a REINFORCE I� —CLEAN, WELL COMPACTED FILL DIRT WITH (2) 05 STEEL BARS CONT. TREATED FOR SUBTERRANEAN TERMITES I&" B SCALE 1/2" = I'-0" 2 C I— HOOKED VERTICAL 05 z submittal set I STEEL BAR AS NOTED ■R — — — — — — ■ XX 1 Lu 3-1/2" CONC. SLAB W/10/10 6"x&" - _ 3 I/2" THICK 2500 PSI CONCRETE SLAB REINFORCED ■ WITH 10/10 6"x6" WELDED WIRE MESH ON 6 MIL. VAPOR d s BARRIER OVER CLEAN, WELL COMPACTED FILL DIRT Joao. o;;., o,,• - TREATED FOR SUBTERRANEAN TERMITES. FIBERMESH IN B I 2 M_ uTi 6 MIL VAPOR BARRIER 1" 0 PVC CHASE FOR ELECTRICAL�efI Q CONCRETE MIX MAY BE USED IN LIEU OF WIRE 1`IE51­1,—� �7 I II 61 I 11 _ A _ „ i B p NEW F.F. ELEv, O1-0 11 I ■ ii 4 — I I CO N 2 2 A - 2 d 1" DEEP SAW GUT JOINTS TO CONTROL CRACKING ■ 15' -IO" OF SLAB ARE RECOMMENDED. SPACING PER ACI 316 d �Q 1 I r r o h Q II r r i r r rr r i.N ■ r II ■ `L J l �� I I I Irim ■ 41-Oi1 FOUNDATION PLAN 161-0" 4' -On SCALE: 1/4" = 1'-0" /HOOKED VERTICAL 05 / STEEL BAR AS NOTED G I 3 1/2" CONC. SLAB W/10110 6"x6" i I W,W.M. OR FIBERMESH IN CONC, MIX 6" MIN. 0 LIVING SPACE--� t I FINISHED GRADE—iL°o.; °t.; ITTiLl t & MIL VAPOR BARRIER TI I !. THICKEN SLAB EDGE 6 REINFORCE 1= Y CI II I I 11 — II CLEAN, WELL COMPACTED FILL DIRT WITH (2) 05 STEEL BARS CONT, 16" TREATED FOR SUBTERRANEAN TERMITES A SCALE 1/2" - 1'-O" 2 - r I D HOOKED VERTICAL 05 LU I STEEL BAR AS NOTED ly Q ° 4" 1 3 1/2" CONI, SLAB W/lo/l0 6"x6" ? V N I I W.W.M. OR FIBERMESH IN GONG. MIX riT — i, q,Q o g� ° °r I �I �I &MIL VAPOR BARRIER THICKEN SLAB a REINFORCE I� —CLEAN, WELL COMPACTED FILL DIRT WITH (2) 05 STEEL BARS CONT. TREATED FOR SUBTERRANEAN TERMITES I&" B SCALE 1/2" = I'-0" 2 C I— HOOKED VERTICAL 05 z submittal set I STEEL BAR AS NOTED revisons: N description rn rI XX 1 Lu 3-1/2" CONC. SLAB W/10/10 6"x&" FINISHED GRADE—\ W.W.M. OR FI5ERME5H IN CONC. MIX s Joao. o;;., o,,• M_ uTi 6 MIL VAPOR BARRIER L ., II c �—CLEAN, WELL COMPACTED FILL DIRT THICKEN SLAB EDGE 4 REINFORCE TREATED FOR SUBTERRANEAN TERMITES ONT. WITH (3) "5 STEEL BARS CONT,-7— C SCALE 1/2" = 1'-0" 2 "5 STEEL BARS DRILLED AND EPDXIED TO EXISTING SLAB ® 45" O.C. MAX.--\ 12" NEW CONC, SLAB 6 FOOTING \ MIN. MIN, EXISTING CONC, SLAB RUF (2) "5 STEEL BARS DRILLED Ab1D EPDXIED TO EXISTING FOOTING ING GONG. FOOTING p SCALE 1/2" - 1'-011 2 �m 0 �Q z � �©Q "5 STEEL BARS DRILLED AND EPDXIED 6" 12" o ADD NEW CONCRETE SLAB TO LEVEL GARAGE 0. iT TO EXISTING SLAB - 48" O.0 MAX. — MIN. MIN. FLOOR WITH EX15TING HOUSE FINISHED FLOOR ADD CLEAN, COMPACT FILL TREATED FOR SUBTERRANEAN TERMITES AS NEEDED EXISTING CONC. SLAB FF E SCALE 1/2" = I' -O" 2 � I I I I I REV I I ** It I Z II I ------------ �(1) "5 STEEL BAR c; II I 25" LAP, MIN, CONTINUITY OF FOOTING REINF. SCALE 1/2" = 1'-0" 0 Ld N C0 G Q CIO 1060 East Industrial Drive Suite W Orange City, FL 32763 ph: 386-532-8000 The standard of care for all professional services performed or furnished by Consultant under this Agreement will be the skill and care used by members of Consultants profession practicing under similar circumstances at the same time and in the same locality. Consultant makes no warranties, express or implied, under this Agreement or otherwise in connection with Consultant's services. Client and Consultant each agree to indemnify and hold the other harmless, and in their respective officers, employees, agents and representatives from and against liabilliy for all claims, losses, damages or expenses are caused by the indemnifying party's negligent acts, errors or omissions. In the event claims, losses, damages or expenses are caused by the joint or concurrent negligence of the Client and Consultant, they shall be borne by each party in proportion to its negligence. Additions & alterations have been designed to comply with Florida Building Code - 51h Edition (2014) and ASCE 7-10. the Design Parameters are as follows: Vult 14Umph V 106mph Risk Calegmy 11 ExposureC GCpl i1- 0.18 Floor Live load (psf) Unlnhabitabla attics without storage 10 Uninhabitable attics with limited storage 20 All other areas 40 Roof Live Load (psf) 20 Components & Cladding +26.61-35.5 1 1 I I 1 1 Not Valid Without a Raised Seal and Signed in Blue Ink Bryan A Molyet P.E. 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE 11041509 sheetno: L> o 6�'" N l.�11 a� m LL date description 02-06-17 submittal set drawn by: TSB revisons: no. date description 0 00-00-00 XX Additions & alterations have been designed to comply with Florida Building Code - 51h Edition (2014) and ASCE 7-10. the Design Parameters are as follows: Vult 14Umph V 106mph Risk Calegmy 11 ExposureC GCpl i1- 0.18 Floor Live load (psf) Unlnhabitabla attics without storage 10 Uninhabitable attics with limited storage 20 All other areas 40 Roof Live Load (psf) 20 Components & Cladding +26.61-35.5 1 1 I I 1 1 Not Valid Without a Raised Seal and Signed in Blue Ink Bryan A Molyet P.E. 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE 11041509 sheetno: L> o 6�'" N l.�11 a� m LL 12'-O" L '�- --- - -- _ _ _ -- - I I ' cfl I I I I I I Pw of � O COVERED PORCH J 9'-4" CEILING I I I I II I I IN -FILL WINDOW OPENING I WITH CMU (SEE NOTE "4) N / W BEDROOM #2 z U �z N A� 0 / a/c / / COMP. / X= / FAMILY ROOM X 1 / 9'-4" CEILING 9'-4" CEILING T 3 �X W tY 9'-0" x 16" H. s BEDROOM #3 N `Z W A� 4'-4"a � L B-1 5H 36 0 I 121—I" / a QIt I J / X= cv FAMILY ROOM X 1 I 9'-4" CEILING 9'-4" CEILING T 3 �X 9'-4" CEILING 9'-0" x 16" H. T au 3/.n — W / 1054- 0z / C EXCEEDS 860+ / 0) � u / L G-1 U-zz 6'-2" 5 0 IN -FILL DOOR PENING WIT14 I I a- O j BEDROOM BATH "2 I I ATTIC `' 4'-4"a � L B-1 5H 36 10'-O /x 11 _ U1 all m NEW SH 25 - (EGRESS) L C-2 PANTRY z IL _ fit R BEDROOM "5 10 -Oi2ll / NEW 5H 25 (EGRESS) IN -FILL WINDOW OPENING2 WITH CMU (BEE NOTE "4) PROPOSED FLOOR PLAN 621-011 42'-O" �P 2, L B-1 CO SN 36 I ISLAND COUNTERTOP I 12'-211 Q Q 3/s m ' N a'-011 II -4° V �D L A-3 \1,* / XNI — — — — —— .X X I I I I 101-Ou X u 1'' I I 8 a II X _ N , DINING 0 I 121—I" W,I.C, a QIt I J COVERED PORCH J� O cv FAMILY ROOM 9'4" CEILING _ I 9'-4" CEILING 9'-4" CEILING I mo/ 9'-4" CEILING 9'-0" x 16" H. FRAME -IN 2501- — WINDOW 6'-4" 1054- OPENING 5'.10" x 16" H. I I EXCEEDS 860+ )_ IOLI h I L G-1 I 6'-2" 5 0 IN -FILL DOOR PENING WIT14 I I a- O - -_ I BATH "2 I I ATTIC `' 3'-8" x 6" H. 10'-O /x 11 _ U1 all m NEW SH 25 - (EGRESS) L C-2 PANTRY z IL _ fit R BEDROOM "5 10 -Oi2ll / NEW 5H 25 (EGRESS) IN -FILL WINDOW OPENING2 WITH CMU (BEE NOTE "4) PROPOSED FLOOR PLAN 621-011 42'-O" �P 2, L B-1 CO SN 36 I ISLAND COUNTERTOP I 12'-211 Q Q 3/s m ' N a'-011 II -4° V �D L A-3 \1,* / XNI — — — — —— .X X I I I I 101-Ou X u 1'' I I 8 a II X _ N , DINING ROOM I N W,I.C, a ^ COVERED PORCH J� O cv 50AKING TUB 9'4" CEILING _ I cN 1 9'-4" CEILING I mo/ 9'-4" CEILING 9'-0" x 16" H. 6'-e" 2501- — I 6'-4" 1054- I 5'.10" x 16" H. I I EXCEEDS 860+ )_ y_ h I L G-1 r — = 6'-2" V IN -FILL DOOR PENING WIT14 I 4'-6" x 8" H. a- O - -_ I 3 -O" I I ATTIC `' 3'-8" x 6" H. CMU SEE DETAIL J-8 u l 8 / ^ — — — — — — — — — — ATH ACCESS � 4'-8%sn m x 1 3'-0II Q' 5'-4° -3%" 6'-" 3/z° My h 3u 3/2nM X a 31 n re 0 L 42 H. -r t i Q1 - ==-7 •r / C3 111 \lam �r— <!J/ K EE I o1}�� i I' / O NEW 5068 FRENCH / - C-1 � I FRAME -IN CO WINDOW Q = h OPENING r--- - - - - -------1 �- IS'-6" JrJ� u 'I'llI 14'-4" I Su 33 6'-011 SCALE: 1/4" = 1'-0" 2868 B 6 KNOCKOUT COURSE FILLED 4 REINF. WITH (1) "5 STEEL BAR CONT. KNOCKOUT COURSE FILLED 4 REINF. WITH (U "5 STEEL BAR CONT, EXISTING BOND BEAM--\ FILLED CMU COURSES AS NEEDED— PRECAST EEDED PRECAST CONC. LINTEL > NEW PRECAST CONIC. LINTEL 5'-0" SPAN FILLED 4 REINF, (6'-4" SPAN MAX.) WITH NO FILL WITH I "5 STEEL BAR PRECAST CONIC, LINTEL OR REINFORCEMENT 5"10" PLF < 5'-0" SPAN. NO FILL OR LOAD MAX, m 6'-4" SPAN REINFORCEMENT REQUIRED LINTEL TYPE "A" SECTION LINTEL TYPE "B" SECTION LINTEL TYPE "C" SECTION DENOTES FILLED CELL REINFORCED WITH (1) "5 STEEL BAR (SEE MASONRY REINFORCEMENT DETAIL SHEET "6) LINTEL SCHEDULE (LOTTS CONCRETE) PRECAST LINTEL(a"x6"-1611 COMPOSITE) PRECA5T LINTEL COMBINED WITH I OR MORE COUR,5E6 CMU ABOVE. CMU AND SUPPORTING I TOTAL ALLOWABLE 6UPERIMP06ED LOAD-POUND6 FER LINEAL FOOT I a SITTING, AREA ° MASTER BEDROOM 50AKING TUB I lJ� �✓ cN 1 12-0" x 10" H. RECESS CEII-It G TO 8'4" 1 9'-0" x 16" H. 6'-e" 2501- — l' -e" % 30" H, 6'-4" 1054- L B-1 5'.10" x 16" H. `E4 EXCEEDS 860+ LIVING ROOM y_ 3-0" EXCEED5 963" L G-1 7-6" x a" H. 6'-2" V L C-2 4'-6" x 8" H. 3'-2" O L. C-3 4'-4" x 6" H. 3 -O" EXCEED5 ?63- `' 3'-8" x 6" H. J / ^ — — — — — — — — — — ATH � 4'-8%sn m x 1 3'-0II Q' 5'-4° -3%" SCALE: 1/4" = 1'-0" 2868 B 6 KNOCKOUT COURSE FILLED 4 REINF. WITH (1) "5 STEEL BAR CONT. KNOCKOUT COURSE FILLED 4 REINF. WITH (U "5 STEEL BAR CONT, EXISTING BOND BEAM--\ FILLED CMU COURSES AS NEEDED— PRECAST EEDED PRECAST CONC. LINTEL > NEW PRECAST CONIC. LINTEL 5'-0" SPAN FILLED 4 REINF, (6'-4" SPAN MAX.) WITH NO FILL WITH I "5 STEEL BAR PRECAST CONIC, LINTEL OR REINFORCEMENT 5"10" PLF < 5'-0" SPAN. NO FILL OR LOAD MAX, m 6'-4" SPAN REINFORCEMENT REQUIRED LINTEL TYPE "A" SECTION LINTEL TYPE "B" SECTION LINTEL TYPE "C" SECTION DENOTES FILLED CELL REINFORCED WITH (1) "5 STEEL BAR (SEE MASONRY REINFORCEMENT DETAIL SHEET "6) LINTEL SCHEDULE (LOTTS CONCRETE) PRECAST LINTEL(a"x6"-1611 COMPOSITE) PRECA5T LINTEL COMBINED WITH I OR MORE COUR,5E6 CMU ABOVE. CMU AND SUPPORTING LINTEL TO BE FILLED WITH 3000- CONCRETE MIX 4 REINFORCED WITH "5 STEEL BARS AS 51HOWN. TOTAL ALLOWABLE 6UPERIMP06ED LOAD-POUND6 FER LINEAL FOOT LINTEL TYPE/DE6IGNATION LINTEL 51ZE qgH DRYN SAFE LOAD L A-1 50AKING TUB 16 O" @ ro cN 1 12-0" x 10" H. w L 1335- L. A-3 9'-0" x 16" H. 6'-e" 2501- — l' -e" % 30" H, 6'-4" 1054- L B-1 5'.10" x 16" H. LU EXCEEDS 860+ LIVING ROOM y_ 3-0" EXCEED5 963" L G-1 7-6" x a" H. 6'-2" EXCEEDS 514- L C-2 4'-6" x 8" H. 3'-2" O L. C-3 4'-4" x 6" H. 3 -O" EXCEED5 ?63- `' 3'-8" x 6" H. 21-4" LIDRY ^ STEP M._ ATH 4'-8%sn 3'-0II Q' 5'-4° -3%" 6'-" 3/z° My h 3u 3/2nM X a 31 n re 0 L 42 H. -r t i Q1 - '� _ •r C3 111 \lam �r— <!J/ K EE I o1}�� _O • • NEW (2) 3068 BELOW • • C-4 - & - N ,EXISTING LINTEL, tv� ATTIC ACCESS ,J)- T /v0, m ;� WATER HEATER p L q 4 -O (RELOCATED) O U /1<�i / ur f m F Q / raflr Q ;< z: 6,u woe P� zu -III oz Lu- . UZQ .D / Q� °up O GARAGE p Q E _ 1 e'4" CEILING \ U 2 Z U4 p m N .------------------------------ i / ■ I I i f I x X X 6=/*� I6' -O" x T -O" OVERHEAD DOOR X21,4 -23,8 P5F A-1 4 -O" 16'-O" SCALE: 1/4" = 1'-0" 2868 B 6 KNOCKOUT COURSE FILLED 4 REINF. WITH (1) "5 STEEL BAR CONT. KNOCKOUT COURSE FILLED 4 REINF. WITH (U "5 STEEL BAR CONT, EXISTING BOND BEAM--\ FILLED CMU COURSES AS NEEDED— PRECAST EEDED PRECAST CONC. LINTEL > NEW PRECAST CONIC. LINTEL 5'-0" SPAN FILLED 4 REINF, (6'-4" SPAN MAX.) WITH NO FILL WITH I "5 STEEL BAR PRECAST CONIC, LINTEL OR REINFORCEMENT 5"10" PLF < 5'-0" SPAN. NO FILL OR LOAD MAX, m 6'-4" SPAN REINFORCEMENT REQUIRED LINTEL TYPE "A" SECTION LINTEL TYPE "B" SECTION LINTEL TYPE "C" SECTION DENOTES FILLED CELL REINFORCED WITH (1) "5 STEEL BAR (SEE MASONRY REINFORCEMENT DETAIL SHEET "6) LINTEL SCHEDULE (LOTTS CONCRETE) PRECAST LINTEL(a"x6"-1611 COMPOSITE) PRECA5T LINTEL COMBINED WITH I OR MORE COUR,5E6 CMU ABOVE. CMU AND SUPPORTING LINTEL TO BE FILLED WITH 3000- CONCRETE MIX 4 REINFORCED WITH "5 STEEL BARS AS 51HOWN. TOTAL ALLOWABLE 6UPERIMP06ED LOAD-POUND6 FER LINEAL FOOT LINTEL TYPE/DE6IGNATION LINTEL 51ZE CLEAR SPAN SAFE LOAD L A-1 17 4" x 16" H. 16 O" 993- L A-2 12-0" x 10" H. 10 -8' 1335- L. A-3 9'-0" x 16" H. 6'-e" 2501- L A-4 l' -e" % 30" H, 6'-4" 1054- L B-1 5'.10" x 16" H. 4'-6" EXCEEDS 860+ L 111 4'-4" x 14" N, 3-0" EXCEED5 963" L G-1 7-6" x a" H. 6'-2" EXCEEDS 514- L C-2 4'-6" x 8" H. 3'-2" EXCEEDS 1343- L. C-3 4'-4" x 6" H. 3 -O" EXCEED5 ?63- L G4 3'-8" x 6" H. 21-4" EXCEED5 1360- CzENERAL NOTES I. THIS PROJECT IS TO aF CONSIDERED A LEVEL 2 ALTERATION - FLORIDA BUILDING CODE 5th EDITION (2014) EXISTING BUILDING CHAPTER 5 SECTION 504 2. ALTERATIONS SHALL. NOT DIMINISH ANY EXISTING STRUCTURAL OR LIFE SAFETY ELEMENTS OF BUILDING, 3. ANY ELECTRICAL Wl,81NG, RECEPTACLES OR FIXTURES LOCATED WITHIN PARTITIONS SLATED FOR DEMOLITION SHALL BE RELOCATED OR TERMINATED IN AN APPROVED JUNCTION BOX, 4. OPENINGS IN EXISTING WALLS < 30 5QUARE FEET MAY BE FILLED IN WITH CMU AS NEEDED WITHOUT THE ADDITION OF FILLED CELLS OR STEEL REINFORCEMENT. 5, MEANS OF EGRESS CONFORMING TO THE REOUIREMENTS OF THE BUILDING CODE UNDER WHICH THE BUILDING WAS CONSTRUCTED SHALL BE CONSIDERED COMPLIANT MEANS OF EGRESS IF, IN THE OPINION OF THE CODE OFFICIAL, THEY DO NOT CONSTITUTE A DISTINCT HAZARD TO LIFE - PER FBCR 805.2 WALL TYPES LEGEND O EXISTING CMU WALL \/ NEW CMU WALL O EXISTING FRAME PARTITION © NEW FRAME PARTITION AREA TABULATIONS LIVING AREA 2404 SQ. FT. GARAGE AREA 504 SQ, FT, COVERED PORCH 01 152 SQ. FT, COVERED PORCH 02 101 SQ, FT, TOTAL AREA 3161 5Q. FT, 1 W a as 0 a m 1060 East Industrial Drive Suite W Orange City, FL 32763 ph: 306-532-6000 The standard of care for all professional services performed or furnished by Gonsullant under this Agreement will be the skill and care used by members of Consultants profession practicing under similar circurnstances at the same time and In the same locality. Consultant makes no warranties, express or implied, under this Agreement or otherwise in connection with Consultant's services. Client and Consultant each agree to indemnify and hold the other h.110 -s, and i I their respecliva officers, employ..$, agents and representatives from and against Ilabiltiy for all claims, losses, damages or expenses are caused by lire indemnifying party's negligent acts, ergots or omissions. In the event claims, losses, damages or expenses are caused by the joint or concurrent negligence of the Client and Consultant, they shall be borne by each party i11 proportion to its negligence. I•� date description 02-06-17 submittal set drawn by: TSB revlsons: no. date description 0 00-00-00 XX Additions & alterations have been designed to comply with Florida Building Code - 5th Edition (2014) and ASCE 7-10. The Design Parameters are as follows: Volt 14D ph Vasd 108mph Risk Category II ExposureC ccpl H- 0.18 Flue, Live Lead (psl) Unlnhabltable attics Without storage 10 Uninhars able attics with limited storage 20 All other areas 40 Neuf Live Lead (psf) 20 Components 8 Cleddiq .26,61-35.5 I 1 I I I / Not Valid Without a Raised Seal and Signed in Blue Ink Bryan A Molyet P.E. 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE #041509,,x�,, sheet no: ccs me r, - Ilya Es LLJ of., i. 9 1060 East Industrial Drive Suite W Orange City, FL 32763 ph: 386-532-8000 The standard of care for all professional services performed or furnished by Consultant under [[its Agreement will be the skill and care used by members of Consultants profession practicing under similar circumstances at the same time and in the same locality. Consultant makes no warranties, express or implied, under this Agreement or otherwise in connection with Consultant's services. Client and Consultant each agree to Indemnify and hold the other harmless, and in their respective officers, employees, agents and representatives from and against liabiltiy for all claims, losses, damages or expenses are caused by the indemnifying party's negligent acts, errors or emissions. In the event claims, losses, damages or expenses are caused by the joint or concurrent negligence of the Client and Consultant, they shall be borne by each party in proportion to its negligence. Additions & alterations have been designed to comply with Florida Building Code - 51h Edition (2014) and ASCE 7-10. The Design Parameters are as to/lows: Vult 140mph Vasd 108mph Risk Category II DposweC GCP1 '1.0.18 Fluor Live Laud (p-fQ Uninhabitable attics without storage 10 U,l,,Wbltable aides with limited storage 20 All other areas 40 Ruof Live Lead (psfi 20 Components & CladdmU 26.61-35.6 I t I t I Not Valid Without a Raised Seal and Signed in Blue Ink Bryan A Molyet P.E. 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE #041509 sheet no: �l mm date description 02-06-17 submittal set drawn by. TSB revisons: no. date description 0 00-00-00 XX Additions & alterations have been designed to comply with Florida Building Code - 51h Edition (2014) and ASCE 7-10. The Design Parameters are as to/lows: Vult 140mph Vasd 108mph Risk Category II DposweC GCP1 '1.0.18 Fluor Live Laud (p-fQ Uninhabitable attics without storage 10 U,l,,Wbltable aides with limited storage 20 All other areas 40 Ruof Live Lead (psfi 20 Components & CladdmU 26.61-35.6 I t I t I Not Valid Without a Raised Seal and Signed in Blue Ink Bryan A Molyet P.E. 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE #041509 sheet no: �l mm ec� �s 2"x6" COLLAR BEAM FASTENED WITH (6) 16d NAILS m EA, END FOR RAFTERS 10'-O" AND LONGER 51MP50N MTSI6 OR LSTAIB ANCHORED TO TRUSS OR BLOCKING BETWEEN TRUSSES FOR RAFTERS 12" AND LONGER ENGINEERED WOOD TRUSSES RIDGE BEAM "2 SYP 2" WIDER THAN MAX INTERSECTING RAFTER CONY. FRAMED RAFTERS PER SPAN TABLE TOE NAILED o BOTH RIDGE BEAM 4 NAILING PLATES WITH A MINIMUM OF (2) 16d NAILS. 51MP50N MTSI6 OR LSTAIB FASTENED TO TRU55 OR BLOCKING BETWEEN TRUSSES NJJL J/—FOR RAFTERS 12' AND LONGER INTERSECTING TRUSS BELOW WITH (3) 16d NAILS TYPICAL WHERE CONY, FRAMING RE5T5 ON TRUSSED ROOF. 2'x4" BLOCKING BETWEEN TRUSSES WHERE REQUIRED FOR RAFTER ANCHORING. BLOCKING TO BE FASTENED WITH (2) I&d NAILS m EACH END TYPICAL VALLEY FRAMING DETAIL SCALE: N/A W Ur XI LUMBER SIZE O.C. SPACING MAX SPAN 2.1x4" 16" 9.1011 II 24" 8.-1n 2"x6" 1". 8600 2„x6„ 24” 12.3.1 2„x8„ 1611 19.-511 2i1x811 24” 15' 10.1 2°x10° 1611 23.-21, 2''x10" 24" 2"xl2" r 26-0 2"x12" 24" qµ XI 1 X A K x XI i Qx K xI XI LLL Z I \ tV /\ XII �_— XL. -- -- -- -- -- u-'-- -- - - -- Z�' ������\S ;� �.�� Cl ����R, LII— II II II II II IIII I , uu I II II II II II 11 I ❑ II II II II II I II II II II I II � II II II II II II II II II 11 11 I 11 11 11 I I II it II II II I II �� II II II —.—O—IIr— —11— — —"— - II II II 1 II 11 I II , I' II 11 I II I II II II I I I II II II II II II I II I II I II II II II II I II I II II II 11 I II II II II II II II II I II II II 0 II II II I II I �I II II II II I II II 11 II II II II u n u li n u u n u — —'1— —1 - — — - — — 1J- — —L — — II_ — — l4 11 li I II II II II I II II II 1 11 I II II I� �I II I II II I II II II n II 11 II II II II 11 II I II II II II II II II I I I; � I II II II II II II II II II II 11 II II II I I II I II II II II II II II 1 II , I I u I u II II u u u u u u n II II II II n u u u u 1 n n u u u u n u u u u u u 11 II II II 11 II II I u II II II n n u II I I I 1 I I EL I II II II n u u u II II II II II II II II II " ;I 11 11 11 II II II II a II II II 11 II II u u II u ii u u n u u u u u u n u u u II 11 II II II II I II II 11 II II II II II jl 11 II II II II 'I II I I' II II II II II a II II II it II II a II II II 11 II II II 11 u m II u u 1 "2 SYP 2"x6o RAFTERS Is 24'r O.C. H° 11 n u u u II 11 II ° u u u u I I I u I u u u I u 11 � 11 � II 11 II II I I II 11 '1 II II II II II II I II 11 1 11 I I, II II I' 1' I h 11 u n I I 11 II II II u u II II II II II II 11 li ' 1 11 I 11 I I II II �. I II I II 1 II I I n I!n 1 n I, II II I� II u b n 1 II II II II n n u u n u II n u u u u i' II I I I 1 II u I II II u 1; I II II II 11 II I II II II II I II II II II II II n u n 11 11 u II II II II H II II II I I II II I II I II I I II II n u n 11 II II II 11 II II II II II_____I,_____I'_____'I_____+ _q_____II_____11_ 11 II II II II I 1 I II _1l 11 II II 'I II II II I I II 'I L_ � _ -I'------"---"------"--- u u u 11---- 11---- 11---- L'-----11-----1— II II 11 ❑ II II — ---- --- - ---- ----- - -- -'- - - ---- 11 -----11-----L1 ---- _ -----11-----L1----- - - n 11 ----- ----- ----- �-----'; I -- I I I I 2"x10" ANCHORING PLATE ' I I I I - m - - LEXISTING Q > F I I ROOF _ ______ = : 0- A: _________-_ W IL I I m I I I z U I --__ 1� I\ - --------------- - --- -- r _ ________ -- - - - - - - - - - - - - - -- _-__-__-__-__� --- ------ - ----�- -- �I I I I I I A2 I I I F— I I I I I I Al 1 1 I I I I I I Al I I I I I I F -- I I Al I I I I I I I I I r I I 1 I I 1 1 Al I I I I I I I I Al I I I I I I 1 1 I I I I I Al I I I I I I I I I I -Al I I Al I I L - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - I I ROOF 5YMB0LS LEGEND 1 1 I + I / Al I I DENOTES NEW ENGINEERED WOOD TRUSS I 11 I 1 -- — — — — — — — — — — — — — —L 1-----------AIGE —J DENOTES NEW CONY. FRAME BY BUILDER DENOTES NEW LVL BEAM 24'-0" (NEW TRUSS SPAN) J L DENOTES ENGINEERED METAL TRUSS HANGER GABLE BRACE LOCATION PROPOSED ROOF PLAN/TRUSS LAYOUT SCALE: 1/4" =POI' RAFTER SPANS (*2 SOUTHERN PINE) ROOF LIVE LOAD • 20 PSF DEAD LOAD - 10 PSF LUMBER SIZE O.C. SPACING MAX SPAN 2.1x4" 16" 9.1011 2..x4,. 24" 8.-1n 2"x6" 1". 8600 2„x6„ 24” 12.3.1 2„x8„ 1611 19.-511 2i1x811 24” 15' 10.1 2°x10° 1611 23.-21, 2''x10" 24" 2"xl2" 16 26-0 2"x12" 24" 2212i1 CONNECTOR SCHEDULE (SIMPSON) aTY. CONNECTOR UPLIFT LATERAL FASTENERS 1 METAI6 1450" 3400 (1) IOd x 1 1/2" description MTSMI6 8600 235" (1) IOd a TRUSS (4) 14"4-1/411 TITEN a WALL I MT5I2/16 860" 15" (14) IOd x 1-1/2" 1 L5TA18 1110" N/A (14) IOd+ USE HALF OF THE FASTENERS IN EACH MEMBER BEING CONNECTED TO ACHIEVE THE LISTED LOADS 1/2" CDX OR OSB SHEATHING FASTENED WITH 8D RINGSHANK NAILS SPACED a 6" O.C. T z U ID W y U� SIDING INSTALLED PER MFG, SPECS 1/2" CDX OR OSB SHEATHING FASTENED WITH 8d NAILS SPACED a 6" O,C GABLE END TRUSS 2"x4" "L11 BRACING e, VERTICAL TRUSS MEMBERS WHER REQ, BY TRUSS ENGINEERING SIMPSON METAI6 EMBEDDED IN BOND BEAM a 48" O.C, ANCHOR TO BE WRAPPED OVER BOTTOM CHORD OF TRUSS TRUSS ANCHORING NOTES DIMENSION "L" WOOD TRUSSES 4CE ATTACHED TO '.USS MEMBERS WITH a EACH MEMBER 'LAN FOR LOCATON5) 4 BRACE TYP. GABLE END/BRACING DETAIL SCALE 1/2" = P -O" NOTES: LDIMENSION "L" TO BE APPX, EQUAL TO DIMENSION "H" 2. BRACES TO BE CONSTRUCTED FROM "2 SYP A, ALL NEW ENGINEERED WOOD TRUSSES TO BE SPACED a 24" O,C, AND ANCHORED TO NEW MASONRY WALLS AND BEAMS a BEARING POINTS WITH (1) 51MP60N METAI6 EMBEDDED IN POURED CONCRETE BOND BEAM, TRUSSES TO BE ANCHORED TO EXISTING CMU WALLS 4 BEAMS a BEARING POINTS WITH lU SIMPSON MSTM12. EXCEPTION A$ FOLLOWS: 1, GABLE TRU55ES "AIGE 4 "MIGE TO BE ANCHORED BY SIMPSON METAI6 a 4811 O,C, WHEREVER THEY BEAR CONTINUOUSLY ALONG MA50NRY WALLS 4 BEAMS (SEE DETAIL GD -5) B. ALL NEW ENGINEERED WOOD TRUSSES TO BE ANCHORED TO LVL BEAM a BEARING POINTS WITH (U SIMPSON MT5I2 (SEE DETAILS 541-1-1) C, ALL ENGINEERED METAL TRUSS ANCHORS 4 HANGERS TO BE INSTALLED PER MANUFACTURERS SPECS, ATTIC VENTING FORMULA: CEILING AREA (5Q, IN,) / 300 . REQUIRED SQ, IN. VENTING NET FREE AREA REQUIRED = 1511 5Q, IN, i NEAR RIDGE: PROVIDE RIDGE VENTING -> 159 SQ, IN. NET FREE AREA 50% NEAR SOFFIT: PROVIDE VENTED SOFFIT 0 `159 $Q, IN, NET FREE AREA ROOF 455EMBLY NOTES SHEATHING TYPE 4 FASTENING: 1/2" CDX OR OSB SHEATHING FASTENED WITH 8D RING5HANK NAILS SPACED A 6" O,C, METAL ROOFING: METAL SHEET ROOF COVERINGS SHALL COMPLY WITH ASTM A 653, APPLICATION SHALL BE PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS 4 THE PROVISIONS OF FBC-R SECTION 905,10 •. I 1060 East Industrial Drive Suite W Orange City, FL 32763 ph: 386-532-8000 The standard of care for all professional services performed or furnished by Consultant under this Agreement will be the skill and care used by members of Consultants profession practicing under similar circmnslances at the same time and in the same locality. Consultant makes no warranties, express or implied, under this Agreement or otherwise in connection with Consultant's services. Client and Consultant each agree to indemnify and hold the other harmless, arid in their respective officers, employees, agents and representatives from and against liability for all claims, losses, damages or expenses are caused by the indemnifying party's negligent acts, errors or omissions. In the event claims, losses, damages or expenses are caused by the joint or concurrent negligence of the Client and Consultant, they shall be borne by each party in proportion to Its negligence. `- Additions & alterations have been designed to comply with Florida Building Code - 5th Edition (2014) and ASCE 7-10. Tire Design Parameters are as follows: Vat laomph Vasd 108nryh Risk Category It Exposure C GCpl +1-0.18 Floor Uve Load (psg Uninhabitable attics without storage 10 U"Inhabilable attics with limited storage 20 All other areas 40 RoerL- Lead(psf) 2U Components & Cladding -26.6;-35.5 I 1 I I I I Not Valid Without a Raised Seal and Signed in Blue Ink Bryan A Molyet P.E. 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE 0041509 It rr� sheet no: ' It I s rL�l e) I IA - of., 0 date description 02-06-17 submittal set drawn by., TSB revisons: no. date description 0 00-00-00 X)( Additions & alterations have been designed to comply with Florida Building Code - 5th Edition (2014) and ASCE 7-10. Tire Design Parameters are as follows: Vat laomph Vasd 108nryh Risk Category It Exposure C GCpl +1-0.18 Floor Uve Load (psg Uninhabitable attics without storage 10 U"Inhabilable attics with limited storage 20 All other areas 40 RoerL- Lead(psf) 2U Components & Cladding -26.6;-35.5 I 1 I I I I Not Valid Without a Raised Seal and Signed in Blue Ink Bryan A Molyet P.E. 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE 0041509 It rr� sheet no: ' It I s rL�l e) I IA - of., 0 O "2 SYP 2"x6" RAFTERS 19 24" O,C, RAFTERS FASTENED TO TRUSSES WITH (6) 16d SINKERS—\ ® METAL ROOFING O 1/2" CDX OR OSB SHEATHING R-30 INSULATION ENGINEERED WOOD TRUSSES SIMPSON METAI(. TYP,)Ann METAL DRIP CAP)Ann E11111111 �\ A ALUMINUM WRAPPED 2"x6" SUB FASCIA 1/2" GYPSUM CEILING SIMPSON MT5Ml6 TYP,— VENTED ALUMINUM SOFFIT FILLED C.M.0 BOND BEAM REINFORCED WITH lU 05 STEEL BAR CONT, PRECAST LINTEL FILLED 4 REINFORCED AS REQUIRED (SEE LINTEL SCHEDULE) Q WINDOW/DOOR INSTALLED PER MANUFACTURERS SPECS ' i 1/2" GYPSUM P.T, 1"x2" FURRING e 16" O,G, FINISHED SILL 1/2" GYPSUM WALLBOARD GR-4,3 INSULATION 8") 05 S" CMU FILLED d REINFORCED I P.T. 1"x2" FURRING o 16" O.C, W/(U "5 STEEL BAR WHERE INDICATED NEW GONG, SLAB (SEE FOUNDATION PLAN) FINISHED GRADE 1 �rr rr r T [? SEE FOUNDATION PLAN FOR FOOTING SIZE 4 REINFORCEMENT ® METAL 20 1/2" CDX OR OSB SHEATHING SIMPSON METAI6 TYP. METAL DRIP CAPG ALUMINUM WRAPPED 2"x6" FASCIA • VENTED ALUMINUM SOFFIT 8"x8"xle," CMU COLUMN FILLED 4 REINFORCED W/(2) "5 STEEL BARS FINISHED GRADE CROSS SECTION ENGINEERED WOOD TRUSSES 1/2" M.R. GYPSUM CEILING FILLED CMU BOND BEAM REINFORCED WITH (1) 05 STEEL BAR CONT. PRECAST LINTEL FILLED 4 REINFORCED AS REQUIRED BEE LINTEL SCHEDULE) GONG, SLAB (SEE FOUNDATION PLAN) SEE FOUNDATION PLAN FOR FOOTING SIZE 4 REINFORCEMENT (CG TYPICAL PORCH SECTION SCALE 1/2" = 1'-0" L 02 SYP 2"x8" RIDGE BEAM RAFTERS FASTENED Q RIDGE BEAM WITH (3) 16d SINKERS 02 5YP 2"x6" COLLAR BEAMS e 48" O,C, ` FASTENED TO RAFTERS WITH (6)16d SINKERS SIMP50N H3 TYP. TING ROOF TRU95EB EXISTING CMU WALL EXISTING CONC, SLAB ING FOOTING 02 SYP 2"x10" ANCHORING PLATE FASTENED TO EA, INTERSECTING TRUSS BELOW WITH (2) 1/4" LAG SCREWS (2" EMBEDMENT MIN,) SECTION KEY NOTES WOOD FOR STRUCTURAL CONDITIONS TO BE GROUP II SPECIES OR MINIMUM rb = > 1300 P,5.1 1/2" CDX OR OSB SHEATHING TO BE FASTENED WITH 8D RINGSHANK NAILS SPACED w 6" O.C. 30 REFER To MANUFACTURERS SPECIFICATIONS FOR DOOR 4 WINDOW INSTALLATION DETAILS INCLUDING: ANCHOR SIZE, SPACING, EMBEDMENT, AND SHIMMING LIMITATIONS. ® METAL SHEET ROOF COVERNGS SHALL COMPLY WITH ASTM A 653. APPLICATION SHALL BE PER THE MANUFACTURER$ INSTALLATION INSTRUCTIONS 4 THE PROVISIONS OF FBG -R SECTION 905.10 SCALE 1/2" = 1'-0" CONNECTOR SCHEDULE (SIMPSON) aTTT CONNECTOR UPLIFT LOAD LATERAL ,- FASTENER5 I METAI6 1,450" N/A 3400 (l) IOd x 1 1/2" 1 MTSMI6 860" N/A 235" (l) IOd u TRUSS (4) 1/4"x2-1/4" TITEN ® WALL I MT512 860" N/A 75" (14) IOd x 1-1/2"- H3 455" N/A 125" (8) 8d ° USE HALF OF THE FASTENERS IN EACH MEMBER BEING CONNECTED TO ACHIEVE THE LISTED LOADS CMU BOND BEAM FILLED 4 REINF. PRECAST LINTEL FILLED 4 WITH (l) "5 STEEL BAR CONT. REINFORCED AS REQUIRED "5 STEEL BAR WITH (SEE LINTEL SCHEDULE) 10" STANDARD HOOK IL _ VIII-- III I -� I — 8"x8"x16" CMU W�41_1_ I I I DOOR/WINDOW OPENING F-- - III 11 11 Grl- 1 1 PRECAST BILLI I�I1-r�------------G ---- - �1=1=F CELL FILLED WITH 3000 PSI CONC ETE _I I I MIX AND REINFORCED WITH (U 05 STEEL BAR w 8'-O" O,G, MAX, REINFORCING STEEL TO BE MIN, GRADE 40 (SE ---- 3Fpc=====__�___=_______'�- 1LY- Q E FLOOR PLAN FOR BAR LOCATIONS) lA 0. H+==_____ ___ ___ ___ 1L n °a° °a° °a° °a° °a°a° °aq ° °a° a`,° aa•° °°ria° ac°°°Qae° '6.: aa�°, °o r °Y ° a -!- CJs �v' —° a b !-e • to h r i'- r °sem iP;, -="..e "5 STEEL BAR WITH 05 STEEL REINFORCEMENT 0" STANDARD HOOK CONCRETE FOOTING TYP, MASONRY REINFORCEMENT DETAIL SCALE 1/2" = 1'-O" FILLED CMU BOND BEAM REINF, WITH (U "5 STEEL BAR ® METAL ROOFING PS 1/2" CDX OR 05B SHEATHING SIMPSON METAI6 TYP.—\ METAL DRIP CAP--\ ALUMINUM WRAPPED \ 2"xb" FASCIA VENTED ALUMINUM SOFFIT 8"x8"x W' CMU FILLED 4 REINFORCED W/(1) "5 STEEL BAR WHERE INDICATED III I 1=F 11� IIIfF �— _L1_I 111. NEW C U WALL— I 1 11 111 -a-° --1 -a'e -a'° a'° -d'° -a'° 61 NEW CONCRETE FOOTING FINISHED GRADE SEE FOUNDATION PLAN FOR FOOTING SIZE 4 REINFORCEMENT WOOD TRUSSES 1/2" GYPSUM CEILING FILLED CMU BOND BEAM REINFORCED WITH (1) 05 STEEL BAR CONT, SLAB (SEE FOUNDATION PLAN) TYPICAL GAR,4GE W,4LL SECTION SCALE 1/2" =1'-0" EXISTING CMU WALL FILLED CELL REINFORCED WITH (1) "5 STEEL BAR "5 STEEL DOWELS DRILLED AND EPDXIED TO EXISTING GMU WALL tD INTERSECTION OF NEW AND EXISTING CMU WALLS (EMBED 6" MIN,) EXISTING CONCRETE FOOTING BEE DETAIL D-2 FOR NEW TO EXISITNG FOUNDATION CONNECTION TYP, NEW TO EXISTING CONNECTION SCALE 1/2" - 1'-0" CMU BOND BEAM FILLED WITH 3000 1151 CONCRETE AND REINF, WITH (1) "5 STEEL BAR CONT, i 1iJ, 0. tY "5 CORNER BAR 4 TI' M II°; ------- 25" BAR LAP MIN. CORNER CONTINUITY OF BOND BEAM SCALE 1/2" = 1' de fn W 1. N a N CIO 1060 East Industrial Drive Suite W Orange City, FL 32763 ph: 386-532-8000 The standard of care for all professional services performed or furnished by Consultant under this Agreement will be the skill and care used by rnernbers of Consultants profession practicing under similar circumstances at the same time and in the same locality. Consultant makes no warranties, express or implied, under this Agreement or otherwise in connection with Consultant's services. Client and Consultant each agree to indemnify and hold the other harmless, and in their respective ofhcers, employees, agents and representatives from and against liablltiy for all claims, losses, damages or expenses are caused by the indemnifying party's negligent acts, errors or omissions. In the event claims, losses, damages or expenses are caused by the joint or concurrent negligence of bre Client and Consultant, they shall be borne by each party in proportion to its negligence. date description 02-06-17 submittal set drawn by: TSB revisons: no. date description 0 00-00-00 XX Additions & alterations have been designed to comply with Florida Building Code - 5th Edition (2014) and ASCE 740. The Design Parameters are as follows: Vu It 140r ph Vasd 108mph Risk Category II Exposure G GGp1 +/-0.18 Floor Live Load (psf) Uninhabitable attics without storage 10 Unrhabtable illus with limited storage 2U All other areas 40 Roof Live Lead (par) 20 Co ,po rents & Cladding ~26.61-35.5 I 1 I I 1 I Not Valid Without a Raised Seal and Signed in Blue Ink Bryan A MolyeL P.E. 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE #041509 sheet no: 0 ^p GABLE END SIMPSON METAI6 0 48" O.C, SYP 2"x6" RAFTERS O O 1/2" CDX OR OSB SHEATHING ° _ °r°r '\ 2"x4" PLATE FASTENED TO EXISTING TRUSS WITH I ROW 1/4" LAG SCREWS >a 24" O.C. (2" EMSED, MIN.) ' I 2"x4 " 5TUD5 ®24" O.C. \ id NOTCHED FOR RAFTERS °1°I I I Id i l I EXISTING GABUE END TRU55� I I I IWI SIMP�CN L5TAI8 e 45i Q.C, I I I I I I _ _ _ _ _ I_ I_ _ _ _ _ - I — — — — — L I—I_ _ — NEW CMU WALL 4 GABLE END FRAMING/SHEATHING DETAIL CMU SCALE 1/2" = 1'-0" KEY NOTES O WOOD FOR STRUCTURAL CONDITIONS TO BE GROUP II SPECIES OR MINIMUM Fb• > 1300 P.S,1 2Q 1/2" CDX OR 065 SHEATHING TO BE FASTENED WITH 8D NAILS SPACED - 6" O.C. CONNECTOR SCHEDULE (SIMPSON) QTY, CONNECTOR UPLIFT LOAD LATERAL FASTENERS XXX METAI6 1,450• N/A 340" CV IOd x 1 1/2" MT5M16 860" N/A 235• (T) Cd 6 TRUSS (4) 1/4"x2-1/4" TITEN a WALL I MT5I2 860" N/A 75• (14) Cd x 1-1/2"- 1 L5TAI8 1110" N/A N/A (14) IOd- I HU526 1550» 3335" 395M (14) 16d m BEAM (6) 16d a TRUSS USE HALF OF THE FASTENERS IN EACH MEMBER BEING CONNECTED TO ACHIEVE THE LISTED LOADS EXISTING BOND BEAM 3'4" MAX ;rl. CUT 4 REMOVE EXISTING CMU AS NEEDED BELOW NEW LINTEL t NEWOO OPENING I°RI �I FORM 4 FILL HOLLOW CELLS AT JAMB CUTS NEW PRECAST LINTEL BELOW EXISTING BOND BEAM. MAX. UNFILLED LOAD 960" PLF to 3'-0" SPAN CMU WALL NEW DOOR OPENING IN EXISTING CMU WALL SCALE 1/2" = 1'-0" ENGINEERED TRUSSES (2) SIMPSON METAI6 P.T. 2"x6" HEADER BUCK ANCHORED ANCHOR BOLT LOCATIONS WITH (2) 1/2"x6" J BOLTS OR 1/2" WEDGE SIMPSON MTS12 6 EA, TRUSS 3 BOLTS FOR OPENINGS < 8'-D" H. BOLTS (3 3/8" EMBEDMENT MIN,) IN (l 11 4 BOLTS FOR OPENINGS=>8'-O" H.--\ FILLED CELL WITH 2" SQUARE WASHERS CUT EXISTING BOND BEAM SIMPSON MTSMI6 TYP. h.I II = .i __________ jl 11� FORM 6 FILL HOLLOW CELLS g JAMB CUTS. — H1 ;!_'_"___,_`_-`==,Ij REINF. WITH 1 VERTICAL "5 STEEL BAR I ° t,l ° 41 ,P F 2 PLY 3-1/2"xl6" LVL BEAM CUT < REMOVE EXISTING CMU FOR NEW OPENING DRILL 4 EPDXY 105 STEEL BAR TO EXISTING SLAB EXISTING CONC SLAB LVL BEAM SUPPORT 4 ANCHORING DETAIL SCALE 1/2" = 1'-0" ENGINEERED TRU85E8 SIMPSON MTSI2 6 EA, EXISTING TRUSS LENGTH TO BE REDUCED BY THICKNESS OF NEW BEAM NEW 2 PLY 3-1/2"xl6" LVL BEAM E 02-06-17 submittal set SIMPSON HUS26 6 EA. TRUSS 24" MIN. TSB XXX 15/32" CDX GUSSET PLATE REPAIRS ON EACH Q no, date description SIDE OF TRUSS, SIZED AS NOTED. GUSSET PLATES (3 TO BE FASTENED TO EACH INTERSECTING TRU55 111 WEB/CHORD WITH BOTH CONSTRUCTION ADHESIVE U d 2 ROWS IOd NAILS STAGGERED m 3" O.G. NAILS TO BE DRIVEN THROUGH BOTH PLATES AND PROJECTING P.T, 2"x6" JAMB BUCK ANCHORED TIPS OF NAILS TO BE BENT OVER. LVL BEAM SECTION/TRUSS REPAIR DETAIL SCALE 1/2" = 1'-0" ry @JI u 02-06-17 submittal set drawn by: TSB revisons: Q no, date description (3 111 U P.T, 2"x6" JAMB BUCK ANCHORED WITH 1/2"x6" J BOLTS OR 1/2" WEDGE BOLTS (3 3/811 EMBEDMENT MIN,) IN Additions $ alterations have been Q FILLED CELL WITH 2" SQUARE WASHERS Code - 5th Edition (2014) and ASCE 7-10. The Design Parameters are as follows: 7 V"It 140nph Vasd 10emph Rlsk Category II lu Exposure C _ Q Floor Live Load (pl) 0. Uninhabitable attics wi0wut sleroyn 1U Uninhobil"ble ottics with Ilmlled storage 20 N Roof Live load (psi) 2U Compunenls & Cledding +26.6/-35.5 d I I I 1 w Not Valid Without a Raised UQ TRACK BRACKET LOCATIONS N 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE #041509 o en sheet no: WIT it•.� 3= r NOTE: VI I, SEE FLOOR PLAN FOR GARAGE DOOR DESIGN PRESSURE 2, GARAGE DOOR MANUFACTURERS BUCK INSTALLATION DETAILS MAY BE USED IN LIEU OF THIS DESIGN, GARAGE DOOR OPENING DETAIL SCALE 1/2" = 1'-0" Uj W O Q C Ica 1060 East Industrial Drive Suite W Orange City, FL 32763 ph: 386 -532 - The standard of care for all professional services performed or furnished by Consultant under this Agreement will be the skill and care used by rnernbers of Consultants profession practicing under similar circumstances at the same time and in the same locality. Consultant makes no warranties, express or implied, under this Agreement or otherwise in connection with Consultant's services. Client and Consultant each agree to indemnify and hold the other harmless, and in their respective officers, employees, agents and representatives from and against liabiltiy for all claims, losses, damages or expenses are used by the indemnifying party's negligent acts, errors or omissions. In the event claims, losses, damages or expenses are caused by the joint or concurrent negligence or the Client and Consultant, they shall be borne by each party In prcperllon to Its negligence. ,r Z O F � � C V iii 'gyp C M J ML6 Q t Cd aM o) (1) Z O H a dale description 02-06-17 submittal set drawn by: TSB revisons: no, date description 0 00-00-00 XX Additions $ alterations have been designed to comply with Florida Building Code - 5th Edition (2014) and ASCE 7-10. The Design Parameters are as follows: V"It 140nph Vasd 10emph Rlsk Category II Exposure C ccp 1 ./-0.18 Floor Live Load (pl) Uninhabitable attics wi0wut sleroyn 1U Uninhobil"ble ottics with Ilmlled storage 20 All other areas 40 Roof Live load (psi) 2U Compunenls & Cledding +26.6/-35.5 1 I I I I 1 Not Valid Without a Raised Seal and Signed in Blue Ink Bryan A Molyet P.E. 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE #041509 en sheet no: WIT it•.� 3= Uj a: a� 6 Q ca m 1060 East Industrial Drive Suite W Orange City, FL 32763 ph: 386-532-8000 The standard of care for all professional services performed or furnished by Consultant under this Agreement will be the skill and care used by members of Consultants profession practicing under similar circumstances at the same time and in the same locality. Consultant makes no warranties, express or implied, under this Agreement or otherwise in connection with Consultant's services. Client and Consultant each agree to indemnity and hold the other harmless, and in their respective officers, employees, agents and representatives from and against liabiltiy for all claims, losses, damages or expenses are caused by the Indemnifying party's negligent acts, errors or omissions. In the event claims, losses, damages or expenses are caused by the joint or concurrent negligence of the Client and Consultant, they shall be borne by each party in proportion to its negligence. Additions & alterations have been designed to comply with Florida Building Code - 5th Edition (2019) and ASCE 7-10. The Design Parameters are as follows: VIII 14omph vasd 108mph Risk Category II Exposure C G Cpl Floor Live Lead (psi) Unlmhabltable attics wllhout sleiage 10 Uninhabitable attles with limited storage 20 All her areas 4U Roof Live Load (psf) 20 Gorr+ponenta & Cladding +26.6/-35.5 I ( I I I / Not Valid Without a Raised Seal and Signed in Blue Irk Bryan A Molyet P.E. 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE #041509 P. sheet no: n± l of. Il�l "L -g date description 02-06-17 submittal set drawn by: TSB revisons: Ila. date description 0 00-00-00 XX Additions & alterations have been designed to comply with Florida Building Code - 5th Edition (2019) and ASCE 7-10. The Design Parameters are as follows: VIII 14omph vasd 108mph Risk Category II Exposure C G Cpl Floor Live Lead (psi) Unlmhabltable attics wllhout sleiage 10 Uninhabitable attles with limited storage 20 All her areas 4U Roof Live Load (psf) 20 Gorr+ponenta & Cladding +26.6/-35.5 I ( I I I / Not Valid Without a Raised Seal and Signed in Blue Irk Bryan A Molyet P.E. 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE #041509 P. sheet no: n± l of. Il�l "L -g — — — — — — — — — — — — — --------------�� ■ �� fir. �%%�,.%�%� I I � I I 1 I I I I I I I ,I roT�N\T o I FAN/LIGHT FAN/LIGHT , 3\ I I � / � .. r t�.{� _� _ ______ ___________________ X X y - - - - - - - - - -m X-- - - - - - - - r— — — — — — — — — — — — X X X I I I I X X X I I v�j rf I I \ I I I ' FA W/ L�GHT I - I ? I 1 ®. a'17 ° ' REF'G-- ---------- GFI GFI /' I C L I I -c 1, \` r— — — — — — — — — — I I _ 1 I I t I I FAN/LIGHT 10/FAN/LIGHT I ---- /W NI ® i NOTE: / ONLY ELECTRICAL FIXTURES e RECEPTACLES LOCATED WITHIN THE AMD TONS 4 ROOMS AFFECTED BY ALTERATIONS ARE SHOWN, ALL EXISTING ELECTRICAL EQUIPMENT NOT SHOWN 15 TO REMAIN IN PLACE. _ t I rr = X, X/ /X /X1111XXXAAAA X X — - p / 1 X- / >< / � � �o � � I cy ?y v � 4D/ / I I / —CEILING RECEPT. FAN/LIGHT I - FAN/LIGHT > X <h ')< - ■ / nl i I I x II x X PROPOSED ELECTRICAL PLAN / / / / SCALE: 1/4" = 1'-0" TL c.o. 2" AAV 0 SINK (RELOCATED) KITCHEN 2" (NEW) 2" (EXISTING) 2" VTR I I I I I I I K LAV BATH 03 FLUME31NG WASTE R15ER 2" VTR I I I I SINK I I WASH 2„ W/C LAV. M. BATH AA v I TUB LAV, ' SHOWER 2" i r 2„ i i 'C'O, S� �J/moo �R ELECTRICAL LEGEND SINGLE POLE SWITCH $3 3 -WAY SWITCH (� DUPLEX RECEPTACLE &FIGROUND FAULT RE::EPTACLE (I 'ARC FAULT RECEPTACLE (t�,PWEATHER PROTECTED RECEPTACLE 6 220V. RECEPTACLE PH CI TELEPHONE JACK TELEVISION JACK Lo- DOORBELL CHIME CHIMES �l WALL MOUNTED LIGHT FIXTURE LIGHT FIXTURE �OGHANDELIER IV IV kPULL CHAIN LIGHT FIXTURE Q RECESSED LIGHT FIXTURE o PENDANT LIGHT FIXTURE VANITY BAR LIGHT WRAPPED FLUORESCENT FLOOD LIGHTS S.A. SMOKE ALARM EXHAUST FAN bEXHAUST FAN/LIGHT COMBO CEILING FAN WJ DISCONNECT SWITCH ELECTRICAL PANEL ELECTRICAL NOTES I. ELECTRICAL FIXTURES 6 RECEPATCLES SHOWN MAY BE NEW, EXISTING, OR RE -PURPOSED. 2. NEW ELECTRICAL FIXTURES MAY BE SUPPLIED BY NEW CIRCUITS IN THE EXISTING DISTRIBUTION PANEL, OR ADDED TO EXISTING BRANCH CIRCUTS, 3, ALL REQUIRED SMOKE ALARMS TO BE INTERCONNECTED 4, IF ANY GAS APPLIANCES ARE PRESENT CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN ADDITION TO THE REQUIRED SMOKE ALARMS SHOWN. 5. ELECTRICAL DESIGN IS NOT A PART OF THESE PLANS. ALL REQUIRED ELECTRICAL DESIGN AND INSTALLATION TO BE PERFORMED BY A LICENCED FLORIDA ELECTRICIAN. N.T.S. fi 1060 East Industrial Drive Suite W Orange City, FL 32763 ph: 386-532-8000 The standard of care for all professional services performed or furnished by Consultant under this Agreement will be the skill and care used by members of Consultants profession practicing under similar circumstances at the same time and in the same locality. Consultant makes uu warranties, express or implied, under this Agreement or otherwise in connection with Consultant's services. Client and Consultant each agree to indernnify and hold the other harmless, and in their respective officers, employees, agents and representatives from and against liabiltiy for all claims, losses, damages or expenses are caused by the indemnifying party's negligent acts, errors or omissions. h1 the event claims, losses, damages or expenses are caused by the joint or concurrent negligence of the Client and Consultant, they shall be borne by each party in proportion to its negligence. an H z O ~ d C V h W CM J 13 L6 J W M QtQ6 G C Z O a date description 02-06-17 submittal set drawn by., TSB revisons: no. date description 0 00-00-00 XX Additions & alterations have been designed to comply with Florida Building Code - 5th Edition (2014) and ASCE 7-10. The Design Parameters are as rollows: VuIt 140 pit Vasd 108niph Risk Catapq II Exposure C GCpl 4-0.18 Floor Live load lost) Uninhabitable attics without storage 10 Unlnhabltable attics with Ilmlted storage 20 An other areas 40 Roo' Live Load(psf) 20 Components & Cladding ♦26.61-35.5 1 I I I I Not Valid Without a Raised Seal and Signed in Blue Ink Bryan A Molyet P.E. 1060 E. Industrial Dr., Ste. W Orange City, FL 32763 PE #041509 1/ ^ sheet no: of, g