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Nq/� FND PCP & D/Sk 4363„ Nql� - PCP & p/S D 4363k ABBREVIATIONS: (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK CONC = CONCRETE CLF = CHAIN LINK FENCE (D) = DEED DE = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK DIP = DUCTILE IRON PIPE END = FOUND FPL = FLORIDA POWER & LIGHT IP = IRON PIPE INV = INVERT IR = IRON ROD IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MON = MONUMENT ORB = OFFICIAL RECORD BOOK (P) = PLAT PB = PLAT BOOK :'G = PAGE PL = PROPERTY LINE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRM = PERMANENT REFERENCE MONUMENT R/W = R I GHT-OF-WAY RCP = REINFORCED CONCRETE PIPE RGE = RANGE SEC = SECTION TWP = TOWNSHIP UE = UTILITY EASEMENT K\PI III.nFR.q\DWG2016V IF ?r�7 rhea, 9/29/7a1F 1 ea -?P PM SYMBOLS: = GUY WIRE ANCHOR ® = CABLE TELEVISION BOX O = CATCH BASIN ® = CATCH BASIN INLET ® = CLEANOUT © = ELECTRIC BOX ❑Q = TELEPHONE BOX = SIGN = SANITARY MANHOLE = STORM MANHOLE s = NUMHER OF PARKING SPACES = FIRE HYDRANT = LI(,;'T POLE ❑ = COH1,RETE POWER POLE ® = BACKFLOW PREVENTOR ® = MAIL BOX I = IRPIGATION VALVE = GAC VALVE = SEY?+'`R VALVE oda = WATER VALVE 0 = WELL QW = WATER METER ti9 = WOO4) POWER POLE O = SET 5/8" IRON ROD WITH PLASTIC CAF' PSM#6330 LOT 60 FFE= 26.63 (NO WEII nN PRnPFRTY) LEGAL DESCRIPTION: LOT 59 OF PLANTATION LAKES PHASE II -A, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 26, PAGE 13 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 144 FDOH in St. Lucie County IROPERTY) Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #x t7/3J33 & Well # Date: /0 25 / Reviewer. .'.%( 'At''FY REPORT: THIS A EOUNDARY c'U is i�q r.cclPJFD !M CHAPTFR 5J-17.05n(101(a-kl, FLORIDA ADMINISTRATIVE N7 DE. 2. 1"'RVEY BASED ON THE PLAT OF PLANTATION LAKES PHASE II -A, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 26, PAGE 13 OF THE PUBLIC RECORDS OF ST. Luc IE COUNTY, FLORIDA. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. DFARING BASIS: N17'50'51"E ALONG THE WEST BOUNDARY LINE. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL IVO. 121110260 J, EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. T'.E FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 9. THF EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A SINGLE FAMILY DETACHED RESIDENCE: (OR OTHER USE) AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(15)(b)(ii), FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:7,500 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. ALL SURVEY MEASUREMENTS ARE IN FEET. ALEXANDER J. PIAZZA PSM, INC. - Surveying • Mapping • Consulting _.. 619 SW Biltmore Street ® Port St. bide, Florida 34983 Phone: (772) 340-7770 DATE: REVISIONS: BY. UW2110 Fax: (772) 340-2250 15. D COPYRIGHT 2016 BY ALEXANDER J. PIAZZA PSM, INC. HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER J. PIAZZA PSM, INC. DATE OF FIELD SURVEY: 9-16-16 DATE: OF SURVEY: 9-20-16 SITE PLAN BOUNDARY SURVEY 7967 PLANTATION) LAKES DRIVE AS PREPAIRED FOR WM. DAY, INC. ALEXANDER') P NCZZA PROFESSIONAL `::URVEYOR AND MAPPER FLORIDA CERTIFICATE No. 6330 CAD K:\BUILDERS\DWG2016\16-2637.DWG REF K:\ FLD CJM / AJP OFF CJM CKD AJP 16 SHEET 1 OF 1 IDWG D-731 10. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER J. PIAZZA PSM, INC. 11. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 12. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 13. EI.EVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE ��IN,S FACKREO. REFERENCED TO THE LENGEMANN OF FLORIDA'S L -NET GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE FRONT - STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 SIDES1 �-I-- FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027 FLORIDA STATUTES. BENCHMARKS SET OR - - FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. CtdRS!DES%, _ REAR I�] 14. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. t PREPARED FOR: STEVEN DAY ZNG, 5-2 I WM. DAY, INC. ALEXANDER J. PIAZZA PSM, INC. - Surveying • Mapping • Consulting _.. 619 SW Biltmore Street ® Port St. bide, Florida 34983 Phone: (772) 340-7770 DATE: REVISIONS: BY. UW2110 Fax: (772) 340-2250 15. D COPYRIGHT 2016 BY ALEXANDER J. PIAZZA PSM, INC. HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER J. PIAZZA PSM, INC. DATE OF FIELD SURVEY: 9-16-16 DATE: OF SURVEY: 9-20-16 SITE PLAN BOUNDARY SURVEY 7967 PLANTATION) LAKES DRIVE AS PREPAIRED FOR WM. DAY, INC. ALEXANDER') P NCZZA PROFESSIONAL `::URVEYOR AND MAPPER FLORIDA CERTIFICATE No. 6330 CAD K:\BUILDERS\DWG2016\16-2637.DWG REF K:\ FLD CJM / AJP OFF CJM CKD AJP 16 SHEET 1 OF 1 IDWG D-731 t VI 0 772-286-2924 Fx 772-286-1417 4016 SW Moore St Palm City, FL 34990 floridaexotic@hughes.net EIRNIM EMA FReVisions Approved: N72°09'09"W ,vv , 190.00' S72009'09"E 190.00' SEPTIC & DRAINFIELD ,0Z � AL L'0 44292t Ell 06 ONJ H313W d31VM f t L 9 L V MCC 0& G NA 00'0b 30N0Hd3I31 N01S O 00 Zv vZ 0•-vZ N C,•I CD N 'Uh 10'011 SIDE SETBACK X08 002'61 r— — — I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I t--0 N I I YIr.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.--- � i I I I ul I SEPTIC / DRAINFIELD AREA i I W, d) I I k (y_I I r I w� I I L.—.—.—.—.—.—.—.—..................................................... .......J �I • I oil ,1 I I . I I ....... ............ ............. I i z � I I I , I I I I \I II POOL O -1 V I U-1 I I 'RITP3i�AtE MTuwZZZ, gPQ2 1.P L/ OLNLR ..... ...........® 0 I sP� v r I ' I PROPOSED ENTRI '; DRIVE PAYER DRIVE d WALKS I v FTI I 1 -STORY .................® , RESIDENCE GOV. PORGI-I OI CONC, PAYER O I I POOL DECK I ......................................... I I ........................................................................... GARAGE I I I CART I I � I I I I I I I m I I I I I I I I I I I L -———--——-1-0'0" SIDE SETBACK — — — — — — — — — — — — — I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — S72009'09"E 190.00' SEPTIC & DRAINFIELD ,0Z � AL L'0 44292t Ell 06 ONJ H313W d31VM f t L 9 L V MCC 0& G NA 00'0b 30N0Hd3I31 N01S O 00 Zv vZ 0•-vZ N C,•I CD N 'Uh Mal hl UL 0 D CA DATE : 12/12/1(o— DRAWN 2/12/16DRAWN BY: p. me CHECKED : i.lc REVISIONS: X08 002'61 �29 d) E 3 a m O� W "a I �y Qm 49 t--0 N m��° � i Mal hl UL 0 D CA DATE : 12/12/1(o— DRAWN 2/12/16DRAWN BY: p. me CHECKED : i.lc REVISIONS: , , ' W/ OWRER ' ' -------- - - --`' 1 ' BATT INSUL. ALUMIN. SCREEN ENCLOS. 1 1 1 , , 1 -0'4" FIN. F. 1 L 1 ; --- SIN ------------------ , ■ --------- 81 211 � GR , ----------- , , ---- — ------ m SPA , ; ; L� m , ' COFF. G 1011 G. 111,4° ;TO 12'8"/ --- _� ' , V 61 011 110" A in 1 O , , COY. i�ORCH z x � 0-I I r � I , , = 1 r ,bw binb , -------------------------� FQ 1'Ei� N , 8" x I6" x 16° ELK, COL II'4" C 'G. ; '----------- ; x I I 99� s U II'4" CL'G, HT, 1 1 - , G T4G C';'PIRESS CLG. m (2) SH 26 , , z I � I O " CYPRESS 0 , PAVER AL. x� , 1 1 , , �1'�', 11' TO 12'0" PAVER FL • 2°12' jo pLL l' I f , 8" I I 1 m - TILE TI B11 `� N • , , v, , , , 1 x I x I , 1 1 d m in _ 2 _ _ RtS R4S 1 1, -O'4" FIN, EL. rIKx HLG r N N N _ 1 1 ; N 1 1 ; 5 x2= GENERAL NOTES: I. VERIFY LOCATION OF UTILITIES W/ SUBDIVISION BEFORE PROCEEDING WITH WORK. 2. CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON LOT TO ASSURE THAT NO SETBACKS OR EASEMENTS ARE ENCROACHED. (OWNER, 4 OR CONTRACTOR, IS RESPONSIBLE FOR PROVIDING SETBACKS, EASEMENTS, LOT COVERAGES, ETC.) 3. PROVIDE ACCESS TO ALL CONCEALED PLUMBING SLIP JOINTS, 4, PROVIDE EGRESS WINDOW UNIT AT BEDROOMS. S. DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS. 6. PROVIDE PVC SLEEVES AS REQUIRED AT DRIVEWAY AND SIDEWALKS FOR LANDSCAPE LIGHTING AND IRRIGATION. T. VERIFY A/C UNIT'S SEER WITH ENERGY CODE, 8, USE TEMPERED GLASS AT ALL HAZARDOUS AREAS. S. USE MOISTURE RESISTANT DRYWALL AT WET AREAS. 10, SURVEYOR SHALL VERIFY ALL SITE DIMENSIONS, EASEMENTS t SETBACKS PRIOR TO ANY CONSTRUCTION 35' 9" 1.91. 3' 2"3' 211 AND SHALL IMMEDIATELY CONTACT 4 NOTIFY ARCHITECT IF ERRORS OR PROBLEMS ARISE. IL OWNER 4 OR CONTRACTOR IS RESPONSIBLE FOR 61811 10' 5" IB' B" 3' 10" 3' 10" PROVIDING DESIGN GUIDELINES AND RESTRICTIONS PER SUBDIVISION'S ARCHITECTURAL REVIEW BOARD. POOL PUMP 1 EQUIP O U 4' 4" x5' 3" TANK U F.G. W/ 14" ARCH TANKL.ESS Q I * TRANS. (TEMP.) SH H35 8H H35 21 211 x V311 ro.a eroe 21 211 x 5' 311 Lu'". (GAS) VTR R45 JACUZZI 1 ________________________________________________ TUB = 9 o .I.G. E 1 ,___'___'_______ 1 ACCESS 19 61, --------- i 0 TILECL'G. HT. 1 '-----. PANEL z LE N 3 Q x� IV7R KNEE MASTER BAt4- 3 2 2 , SPACE DAL, DOFF CLG. 10'8"-12-4, "113 Q MASTER SUITE ; 0 ; J TILE ' 21211 COFF, CL'G. 9'4" TO 11'4" ; Y ; �. O"_ 31 611 .� ., 61 011 / ,� a di CARPET ; _ \3• . _ _ TEMP_ GC.m x 3 � ENCLOSURE 't ALK -IN 2' 44- HSR. N Q a I I I I I I I \ U Q 3' -r 4" 911 5.611 911 4" 41 -l" 4' 111 5' 611 411 21 1111 -____________________________ _ 1 1 = 1 - 0. 2' 6 p ~ LINEN BATT INSUL 5 SH = 4 1 ' ' 4 8 r ATTI - 10' 2" 3'O"x81 1' � d I 11 11 I FR. DR. ---------------------- �/yOl ,---0 }------------ -----------------X22 x C. ~- - - 91411 CLG. HT.I BY 8EfERATE PERMIT ' ' I ,-----_ ----------------� �-----------------------� Im TILE ' , 1 1 1 1 - - VERIFY SIZE t SHAPE � � L - _ - - ro BEDROOM '2 9'4" CL'G, HT, q 1 I GAMEROOM 3:BEDRO M 3 CARPET " 0 G o ' COFF. CLG. 'I TO 114" i 1 � � � m 9'4" CL'G, HT, - � J -\9 iv CARPET , , L U CARPET N Q U\ N M 1'411 h1011, ; ; vim_ m vLU _-j LIN III 7n T1*P. 20' 011 611 °1 4" 131 011 ~ 14' 0" 611 I 1 TEM ' `---------- ---- — ----------------------------- 1 1 I 111 m EGRESS TEMP.I EGRESS 311"x31211 41511x51311 3'1" x 31211 0 311"x51311 SH 23 SH 35 SH 23 TANKLESS W.H. (GAS) SH 25 23' 10" g' 9n 91 311 14' 10" 94'8" 20' 6" (20 MIN RATING DOOR AND FRAME W/ HAGER SPRING HINGE OR EQUAL PER FEC R302,5,U _01411 FIN, F . rr =—� 79 II� 0 3 /II 1It /I II It II 0 II \ I II LL=—V-- �j CART I I 1 I I I I I I I I I 6' O' X 8' O" 9' v m v s m 32'10" O.N.D. 18'0'x8'0" AREA CALCULATIONS A/C Space 2855 S,F. Garage 803 S,F, Entry porch i9 S.F. Rear porch 443 S.F. Total Non A/C 1325 S,F, Total Under Roof 4180 5,F, Contractors to verffg all footaGas • All areas are calculated to outside dimensions. TINE, p in THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, CONCEALED FASTENEAS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RF40RD 17DI -d,WI ST, LUCIE COUNTY DUILDEgG DIVISION REVIER'ED FOR L - ' E REVIEWED B DATE PLANS AND PEN D ST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. 1214" I I I I I I I I I I I I I I I I I I I I I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GARAGE 'I CL'G, HT, 1/2" GYP, BD, ON 2x FRAME WALLS AND 5/8" STUCCO ON BLK, WALLS IN GARAGE 5/8" GYP, BD. CL'G. W/ KNOCK-ON, FINISH 32' 4" 261011 1' 4" 1'4 DATE : 12/12/16 DRAWN BY: p, me CHECKED : MC REVISIONS : 4 99, 9099 LE C PY ' W/ OWRER ' ' --------------------- - - - - -- 1 , 1 1 BATT INSUL. ■■ 1 1 1 , 1 -0'4" FIN. F. 1 L 1 1, --- SIN ------------------ ■ ■ --------- 81 211 � GR 1 --- O A1� ROOM ; ----------- , , ---- — ------ ; SPA ■■ ■■ ; ; L� , ' COFF. G 1011 G. 111,4° ;TO 12'8"/ --- _� ' , V 61 011 110" , / F.F. -____ 1 O , , COY. i�ORCH di di TILE ; 0-I I I o'o" F , 1 , ENS I ; •____________________ = 1 =1 ,bw binb -------------------------- -------------------------� FQ 1'Ei� ♦ ♦ ♦ 8" x I6" x 16° ELK, COL II'4" C 'G. ; '----------- ; x I I 99� s U II'4" CL'G, HT, 1 1 - ; G T4G C';'PIRESS CLG. x (2) SH 26 ' 1 , z I � I O " CYPRESS 0 ' PAVER AL. 0 , 1 1 , , �1'�', 11' TO 12'0" PAVER FL • 2°12' 1 l' I f (SEE ELEV,) 8" I I 1 m - TILE TI B11 `� 61 OII ; 1' 4" ' • , , ro BEDROOM '2 9'4" CL'G, HT, q 1 I GAMEROOM 3:BEDRO M 3 CARPET " 0 G o ' COFF. CLG. 'I TO 114" i 1 � � � m 9'4" CL'G, HT, - � J -\9 iv CARPET , , L U CARPET N Q U\ N M 1'411 h1011, ; ; vim_ m vLU _-j LIN III 7n T1*P. 20' 011 611 °1 4" 131 011 ~ 14' 0" 611 I 1 TEM ' `---------- ---- — ----------------------------- 1 1 I 111 m EGRESS TEMP.I EGRESS 311"x31211 41511x51311 3'1" x 31211 0 311"x51311 SH 23 SH 35 SH 23 TANKLESS W.H. (GAS) SH 25 23' 10" g' 9n 91 311 14' 10" 94'8" 20' 6" (20 MIN RATING DOOR AND FRAME W/ HAGER SPRING HINGE OR EQUAL PER FEC R302,5,U _01411 FIN, F . rr =—� 79 II� 0 3 /II 1It /I II It II 0 II \ I II LL=—V-- �j CART I I 1 I I I I I I I I I 6' O' X 8' O" 9' v m v s m 32'10" O.N.D. 18'0'x8'0" AREA CALCULATIONS A/C Space 2855 S,F. Garage 803 S,F, Entry porch i9 S.F. Rear porch 443 S.F. Total Non A/C 1325 S,F, Total Under Roof 4180 5,F, Contractors to verffg all footaGas • All areas are calculated to outside dimensions. TINE, p in THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, CONCEALED FASTENEAS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RF40RD 17DI -d,WI ST, LUCIE COUNTY DUILDEgG DIVISION REVIER'ED FOR L - ' E REVIEWED B DATE PLANS AND PEN D ST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. 1214" I I I I I I I I I I I I I I I I I I I I I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GARAGE 'I CL'G, HT, 1/2" GYP, BD, ON 2x FRAME WALLS AND 5/8" STUCCO ON BLK, WALLS IN GARAGE 5/8" GYP, BD. CL'G. W/ KNOCK-ON, FINISH 32' 4" 261011 1' 4" 1'4 DATE : 12/12/16 DRAWN BY: p, me CHECKED : MC REVISIONS : 4 99, 9099 LE C PY ------- --------------------- - - - - -- - BATT INSUL. -STOVE BELOW ------------- 1 1 k L� II I 1 L ; ; HDR'►" --- SIN ------------------ ■ ■ --------- 81 211 � - 1 1 21' 10" 1 1 ; ♦ 2 411 1m ■■ ■■ I �---- �___� ■ O oven 5/8" STUCCO ON ; I ; •____________________ __' '_----'_-__---____-_____' 1 =1 ,bw binb iv U ♦ ♦ ♦ 8" x I6" x 16° ELK, COL 1 ; 6' 2" x 6' 4" ; '----------- •------------------ O s U _ 5/8" STUCCO ON _ WINE_ } ' (2) SH 26 --------------------------------------------------------- 61 OII x 8' O° S.G.D. , I __ 0 16" x 16" BLK, COL. W/ 22" TRANS. 14BV. 8' O' 4' O" ' 2°12' 1 l' I f (SEE ELEV,) ro BEDROOM '2 9'4" CL'G, HT, q 1 I GAMEROOM 3:BEDRO M 3 CARPET " 0 G o ' COFF. CLG. 'I TO 114" i 1 � � � m 9'4" CL'G, HT, - � J -\9 iv CARPET , , L U CARPET N Q U\ N M 1'411 h1011, ; ; vim_ m vLU _-j LIN III 7n T1*P. 20' 011 611 °1 4" 131 011 ~ 14' 0" 611 I 1 TEM ' `---------- ---- — ----------------------------- 1 1 I 111 m EGRESS TEMP.I EGRESS 311"x31211 41511x51311 3'1" x 31211 0 311"x51311 SH 23 SH 35 SH 23 TANKLESS W.H. (GAS) SH 25 23' 10" g' 9n 91 311 14' 10" 94'8" 20' 6" (20 MIN RATING DOOR AND FRAME W/ HAGER SPRING HINGE OR EQUAL PER FEC R302,5,U _01411 FIN, F . rr =—� 79 II� 0 3 /II 1It /I II It II 0 II \ I II LL=—V-- �j CART I I 1 I I I I I I I I I 6' O' X 8' O" 9' v m v s m 32'10" O.N.D. 18'0'x8'0" AREA CALCULATIONS A/C Space 2855 S,F. Garage 803 S,F, Entry porch i9 S.F. Rear porch 443 S.F. Total Non A/C 1325 S,F, Total Under Roof 4180 5,F, Contractors to verffg all footaGas • All areas are calculated to outside dimensions. TINE, p in THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, CONCEALED FASTENEAS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RF40RD 17DI -d,WI ST, LUCIE COUNTY DUILDEgG DIVISION REVIER'ED FOR L - ' E REVIEWED B DATE PLANS AND PEN D ST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. 1214" I I I I I I I I I I I I I I I I I I I I I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GARAGE 'I CL'G, HT, 1/2" GYP, BD, ON 2x FRAME WALLS AND 5/8" STUCCO ON BLK, WALLS IN GARAGE 5/8" GYP, BD. CL'G. W/ KNOCK-ON, FINISH 32' 4" 261011 1' 4" 1'4 DATE : 12/12/16 DRAWN BY: p, me CHECKED : MC REVISIONS : 4 99, 9099 LE C PY ------- --------------------- - - - - -- - --------------- -STOVE BELOW ------------- = k L� II I 1 L ; ; HDR'►" --- SIN .y \ ♦ 8,. ■ ■ --------- ------------------ ------ � - ♦ 2 411 1m 7 -I C- ♦c I �---- �___� ■ O oven la - I TI E ,bw binb iv U ♦ ♦ ♦ ------- — N ' # # '----------- •------------------ s U _ WINE_ } ' W '^ m Q 61 OII x 8' O° S.G.D. , I __ to war 8' O' 4' O" ' 2°12' 1 l' I f x v, , I, x I x I , 1 1 d Blli _ 2 _ _ RtS R4S Awl PANTRY 1, -O'4" FIN, EL. rIKx HLG N _ NSH 5 x2= SH 21 BII ----------------------------- 1 °� tory ' ` _ _-------------- __ , O 3 DINING N - T 9" It l' l" '�. X1811 •q P I i 211 R � I ______________ I I ll 6 1 1 �O'�C cO� / 1( IH 6 O I I fI II'4" 11 HT. ; /ICE 0 1 ' TILE ro O OO ; DW ; ;m 21811 II'4" GL'G. HT. b in ' _ _ _ _' ; 11 '- ' ' T43 CYPRESS CLG. ti DBL. SINK ' 1 ' PAVER FL. sp W/ DISP. KITCHEN 9'4" L'G, HT, a COFF, CL'G. II'4" Toll... I I = TILE 0 ' ' ♦ ``. OOOKTOP U/ TILE ; I I I I 0 M 4' 4" II' 6" 0 �.• ♦ ♦ HOOD ABY, 4 ro BEDROOM '2 9'4" CL'G, HT, q 1 I GAMEROOM 3:BEDRO M 3 CARPET " 0 G o ' COFF. CLG. 'I TO 114" i 1 � � � m 9'4" CL'G, HT, - � J -\9 iv CARPET , , L U CARPET N Q U\ N M 1'411 h1011, ; ; vim_ m vLU _-j LIN III 7n T1*P. 20' 011 611 °1 4" 131 011 ~ 14' 0" 611 I 1 TEM ' `---------- ---- — ----------------------------- 1 1 I 111 m EGRESS TEMP.I EGRESS 311"x31211 41511x51311 3'1" x 31211 0 311"x51311 SH 23 SH 35 SH 23 TANKLESS W.H. (GAS) SH 25 23' 10" g' 9n 91 311 14' 10" 94'8" 20' 6" (20 MIN RATING DOOR AND FRAME W/ HAGER SPRING HINGE OR EQUAL PER FEC R302,5,U _01411 FIN, F . rr =—� 79 II� 0 3 /II 1It /I II It II 0 II \ I II LL=—V-- �j CART I I 1 I I I I I I I I I 6' O' X 8' O" 9' v m v s m 32'10" O.N.D. 18'0'x8'0" AREA CALCULATIONS A/C Space 2855 S,F. Garage 803 S,F, Entry porch i9 S.F. Rear porch 443 S.F. Total Non A/C 1325 S,F, Total Under Roof 4180 5,F, Contractors to verffg all footaGas • All areas are calculated to outside dimensions. TINE, p in THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, CONCEALED FASTENEAS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RF40RD 17DI -d,WI ST, LUCIE COUNTY DUILDEgG DIVISION REVIER'ED FOR L - ' E REVIEWED B DATE PLANS AND PEN D ST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. 1214" I I I I I I I I I I I I I I I I I I I I I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GARAGE 'I CL'G, HT, 1/2" GYP, BD, ON 2x FRAME WALLS AND 5/8" STUCCO ON BLK, WALLS IN GARAGE 5/8" GYP, BD. CL'G. W/ KNOCK-ON, FINISH 32' 4" 261011 1' 4" 1'4 DATE : 12/12/16 DRAWN BY: p, me CHECKED : MC REVISIONS : 4 99, 9099 LE C PY BBQ tHOOD ,0 0+Q ♦♦♦\ S, ```---------------------- '� --------------- -STOVE BELOW ------------- I I I♦ k L� II I 1 - - ; ; --- SIN .y \ ♦ 8,. � - ♦ 2 411 1m 7 -I C- ♦c �---- �___� O'O"FIN. F ♦♦♦ O oven la - I ,bw binb REF ♦ ♦ ♦ ------- — N ' # # '----------- micro _ 61 OII x 8' O° S.G.D. , I __ to war N v, x I x I 0. VTR 16 iV 4 4 _ 2 _ _ RtS R4S Awl PANTRY HLG N _ NSH 5 SH •------------- ----------------------------- °� '" O N - T 9" It l' l" X1811 __________ , 1 ______________ _____________ = 6 O I I fI N 1 ' m � 21811 W .L I b x -6 ti III 311 318" 91 4" ro BEDROOM '2 9'4" CL'G, HT, q 1 I GAMEROOM 3:BEDRO M 3 CARPET " 0 G o ' COFF. CLG. 'I TO 114" i 1 � � � m 9'4" CL'G, HT, - � J -\9 iv CARPET , , L U CARPET N Q U\ N M 1'411 h1011, ; ; vim_ m vLU _-j LIN III 7n T1*P. 20' 011 611 °1 4" 131 011 ~ 14' 0" 611 I 1 TEM ' `---------- ---- — ----------------------------- 1 1 I 111 m EGRESS TEMP.I EGRESS 311"x31211 41511x51311 3'1" x 31211 0 311"x51311 SH 23 SH 35 SH 23 TANKLESS W.H. (GAS) SH 25 23' 10" g' 9n 91 311 14' 10" 94'8" 20' 6" (20 MIN RATING DOOR AND FRAME W/ HAGER SPRING HINGE OR EQUAL PER FEC R302,5,U _01411 FIN, F . rr =—� 79 II� 0 3 /II 1It /I II It II 0 II \ I II LL=—V-- �j CART I I 1 I I I I I I I I I 6' O' X 8' O" 9' v m v s m 32'10" O.N.D. 18'0'x8'0" AREA CALCULATIONS A/C Space 2855 S,F. Garage 803 S,F, Entry porch i9 S.F. Rear porch 443 S.F. Total Non A/C 1325 S,F, Total Under Roof 4180 5,F, Contractors to verffg all footaGas • All areas are calculated to outside dimensions. TINE, p in THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, CONCEALED FASTENEAS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RF40RD 17DI -d,WI ST, LUCIE COUNTY DUILDEgG DIVISION REVIER'ED FOR L - ' E REVIEWED B DATE PLANS AND PEN D ST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. 1214" I I I I I I I I I I I I I I I I I I I I I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GARAGE 'I CL'G, HT, 1/2" GYP, BD, ON 2x FRAME WALLS AND 5/8" STUCCO ON BLK, WALLS IN GARAGE 5/8" GYP, BD. CL'G. W/ KNOCK-ON, FINISH 32' 4" 261011 1' 4" 1'4 DATE : 12/12/16 DRAWN BY: p, me CHECKED : MC REVISIONS : 4 99, 9099 LE C PY SEE FOUNDATION PLAN FOR SLAB DETAILS — SLAB RECESS (6" MAX. STEP DN. � %—x 2" X 6" P.T WOOD BUCK FOR Y -O'' HIGH DOOR W REDHEADS EQUAL SPACED AND WITH -IN 12" OF EA. END (5 BOLTS FOR 8'0" HIGH nnnoc i 1/8" W x I" DEEP SAWCUT o 30' O.C. MAX. (WITHIN 24 HOURS OP POUR - DO NOT INTERRUPT MESH) om--x—x—x� x—x--7 METAL KEY - FORM BY KEYHOLD INC. OR EQUAL (STOP MESH) CONSTRUCTION JOINT CONTROL JOINT V Pressure treated full length stud against 8" x 16" column block, with precut stud adjacent. Attach both _ studs to poured column block with 1/2" x 7" Redheads, or equal, at 24" o.c.. Use Palm Beach County 3" x 3" x 1/4" steel washers at each bolt. 1b 0 a] a I —U— T FEW t JEWA45% R1 WNZ SO LWA. "�Z FILE DATE 12/12/16 DRAWN BY pa me CHECKED : MC REVISIONS 11 =mini V Pressure treated full length stud against 8" x 16" column block, with precut stud adjacent. Attach both _ studs to poured column block with 1/2" x 7" Redheads, or equal, at 24" o.c.. Use Palm Beach County 3" x 3" x 1/4" steel washers at each bolt. 1b 0 a] a I —U— T FEW t JEWA45% R1 WNZ SO LWA. "�Z FILE DATE 12/12/16 DRAWN BY pa me CHECKED : MC REVISIONS 11 CAST -CRETE LINTEL SCHEDULE SAFE SAFE LENGTH LOAD LENGTH LOAD LBS/ FT, LBS/ FT, 2' 10" 6113 12' 0" 1254 3' 6" 6113 13' 4" 1075 4' 0" 6113 14' O" 1002 4' 6" 6113 14' 8" 1310 5' 4" 5365 15' 4" 1250 5' 10" 4360 11' 4" 950 6' 6" 3480 19' 4" 150 1 6" 2661 21' 4" Sea 9' 4" 1843 22' 0" 550 101611 1533 j 24' 0" 450 11' 4" 1366 1 -a's BFI6-I5 LINTELS: BOTH PRECAST LINTEL AND PERIMETER BEAM HAVE 1 S5 SAR CONTINUOUS, AND ARE FILLED WITH 3000 P51 CONCRETE. IF LINTEL FALLS BELOW 16" COMPOSITE SEAM, NO ADDITIONAL STEEL IS REQUIRED - FILL ONLY. LINTEL SIZES: LINTELS USED SHALL BE a" -I6" LARGER THAN THE OPENING BELOW WITH 4"-e" OF BEARING ON EACH SIDE OF THE OPENING, LAYOUT 4 FRAMING DATA ROOF SLOPE: 6/12 CEILING: 4 4 0/12 LOADING: 55 ,s,f, OVERHANGS: Ido ins, TAILS: sq Ej Plumb Lj I HEEL HEIGHT: IS Ins, DESIGN PARAMETERS CODE EDITION : F,B,C, 2014 (5TH EDITION) OCCUPANCY CATEGORY : II EXPOSURE CATEGORY : B BASIC WIND PRESSURE : See schedule ROOF DEAD LOAD : 15 per CEILING DEAD LOAD 10 PSf UNINHABITABLE ATTICS W/O STOR,: 10 pef UNINHABITABLE ATTICS W/ STOR.: (PER F,B,C, R30115) 20 psi 16d TOE -NAIL `/ALLEY TRUSS 0 24" O.C. _ TRUSS MANUF, 40k GENERAL FRAMING E ANCHORAGE NOTES: ALL MEMBERS ARE ANCHORED TO CONCRETE BEAM WITH SIMPSON HETA20 UNLESS NOTED OTHERWISE ON LAYOUT, ALL MEM5ER6 ARE ANCHORED TO FRAME WALLS WITH SIMPSON MTSI2 UNLESS NOTED OTHERWISE ON LAYOUT, TRUSS MANUFACTURER IS TO FOLLOW THIS LAYOUT FOR PLACEMENT OF ALL TRUSSES AND GIRDERS. A SEPIA OF THIS LAYOUT IS AVAILABLE FROM ARCHITECT FOR TRUSS MANUFACTURER'S USE. IF TRUSS MFGR CHANGES THIS LAYOUT WITHOUT WRITTEN PERMISSION FROM ARCHITECT THE TRUSS COMPANY BECOMES RESPONSIBLE FOR ALL ANCHORAGE DETAILS FROM BEARING TO FOOTER, TOP CHORD OF A SIMPSON MT512 STRAP 0 SUPPORTING TRUSS EA. SUPPORTING TRUSS. FASTEN W/ 14-IOd./\/\J'T�'�' TYPo VALLEY �1i� NOTE: VERTICAL MEMBERS MAY NOT NECESSARILY LINE UP WITH TOP CHORD OF SUPPORTING TRUSSES. HIP / RIDGE CAP TILES SHALL BE INSTALLED USING POLYPRO AHI&O ROOF Bi TILE ADHESIVE APPLIED TO A MINIMUM 26 GAUGE PREFORMED METAL FRAME HAVING A 2" TO 4" WIDE TOP WITH 1/2" DIP IN THE CENTER. THE FRAME STRIP SHALL BE SECURED TO A MIN 15/32" THICK PLYWOOD DECK USING 1114" LONG, BOT. o IC II GAUGE HOT DIPPED GALV, ROOFING NAILS AT 6" O.O. ALONG EACH SIDE, PRIOR TO INSTALLATION THE HIP / RIDGE TILES, METAL FRAME AND FEILD TILE JUNCTION SHALL BE WATERPROOFED BY APPLYING A BEAD OF POLYPRO AHI60 ROOF TILE ADHESIVE OR POLYPRO 51ORMCHECK ROOF TILE ADHESIVE ON BOTH SIDES OF THE METAL FRAME. THE HIP AND RIDGE TILES ARE LAID ON A BEAD OR PATTY OF ADHESIVE APPLIED DOWN THE TOP OF THE PREFORMED METAL FRAME. APPROVED ADHESIVE 26 GAUGE G-90 PREFORMED METAL CHANNEL FASTENED 6" O.G. WITH APPROVED ROOFING CEMENT NAILS, ALL METAL TO BE FREE MORTAR FROM ANY OIL OR ANY SUBSTANCE TO INSURE PROPER ADHESION. FIELD TILE ON MINERAL MARK MAXIMUM SIMPSON MIN. NAILING/ \\\1• SURFACE ROLL ROOFING NOTES �ITR`I~ Bi ALLOWED MODEL I BOLTS REQUIRED BOT, 0 10'2" 4" PLYWD. SHEATHING PRODUCT C ON PAGE ,) = UPLIFT NUMBER TO TRUSS TO PLATE REMARKS D APPROVALS CAP A 415 1 -a's 5-Bd 5 -ed TRL FLI0456,3 WB — - 360 H,4 4-8d 4-8d — - — - — - — FLI04563 4 C 455 H6 4-8d 4-8d L ill - - 'NONTOMOT - FL10456,3 ROOF GIRDER D 885 SP4/6/8 6-10d x 1 1/2 _______________'___-______- FL10456,11 (PL400 orequal) E 1000 MTSI2 T-IOd T-IOd 2 x 12 header 16d 3 Per header ply FLIC456.8 W F 1315 MSTAIB ,-IOd 1-IOd 24", over I stud FL10852.9 Q G 1640 MBTA24 9-IOd 9-IOd crown staples »TRI FLO852,9 ff framing member 1 1/2", overlap lath I" min, at edges Ceding 1 sorfit 4d x 1/4" head ' CO 'G, it"4" 12'8" 6" 0.01 along Install lath per ASTM G-1063-99, H 3965 MGT/HDU4 22-IOd 1-5/8" bolt 2 i min. min, embed, FL114,3.10 I 10980 HGT-2/HTT22 16-IOd (2) 5/B" bolts 2 C 11 I FL10866,1 • ; J 1115 HTBM16 8-10d 4-I/4"4 I/4" Titan only I strap per trues FL11413.12 _ K 1450 IMFTA20 1-I0dxl 1/2 OrIV I 6trap per trues FL11413.9 O RIDGE L 1810 HFTA20 14-IOdxl 1/2 OnIq I btrao per truss FL11413.3 p M 2235 HHET420 10-106x1 I/2 Onl air per trues FL114,3.6 U 0 N 2480 DIETAL20 18-IOdx1 1/2 OnIs I strap per trues FLI14,3,1 W P 5220 Hart 6-5/8" bolt 2' 6" 2101, FLIOB52.5 Q Q 3965 MGT 22-IOd-5/8" bait 2 min, FLII4,3.10 R 3850 A 2-3/4" bolts 1-5/8" bolt 2-p1 min. FL11496.4 S 6480 HDT 3-1/e" bolts i -I" bolt 2 1 min. FLI1496.4 T 9400 p6TR 36 -SDS 1/4x3 4-1/2x5 TITENI 2 min. ALL PRODUCTS TO B€ INSTAL_ED PER MANUFACTURER'S SPECIFICATIONS. NOTE: SEE LAYOUT FOR ANCHORS SPECIFIED, TABLE ABOVE IS FOR REFERENCE, NOT ALL PRODUCTS ARE USED FOR THIS JOB. TOP CHORD OF A SIMPSON MT512 STRAP 0 SUPPORTING TRUSS EA. SUPPORTING TRUSS. FASTEN W/ 14-IOd./\/\J'T�'�' TYPo VALLEY �1i� NOTE: VERTICAL MEMBERS MAY NOT NECESSARILY LINE UP WITH TOP CHORD OF SUPPORTING TRUSSES. HIP / RIDGE CAP TILES SHALL BE INSTALLED USING POLYPRO AHI&O ROOF Bi TILE ADHESIVE APPLIED TO A MINIMUM 26 GAUGE PREFORMED METAL FRAME HAVING A 2" TO 4" WIDE TOP WITH 1/2" DIP IN THE CENTER. THE FRAME STRIP SHALL BE SECURED TO A MIN 15/32" THICK PLYWOOD DECK USING 1114" LONG, BOT. o IC II GAUGE HOT DIPPED GALV, ROOFING NAILS AT 6" O.O. ALONG EACH SIDE, PRIOR TO INSTALLATION THE HIP / RIDGE TILES, METAL FRAME AND FEILD TILE JUNCTION SHALL BE WATERPROOFED BY APPLYING A BEAD OF POLYPRO AHI60 ROOF TILE ADHESIVE OR POLYPRO 51ORMCHECK ROOF TILE ADHESIVE ON BOTH SIDES OF THE METAL FRAME. THE HIP AND RIDGE TILES ARE LAID ON A BEAD OR PATTY OF ADHESIVE APPLIED DOWN THE TOP OF THE PREFORMED METAL FRAME. APPROVED ADHESIVE 26 GAUGE G-90 PREFORMED METAL CHANNEL FASTENED 6" O.G. WITH APPROVED ROOFING CEMENT NAILS, ALL METAL TO BE FREE MORTAR FROM ANY OIL OR ANY SUBSTANCE TO INSURE PROPER ADHESION. FIELD TILE ON MINERAL 13'0" B.H. (LOWER SM. HT.) /� ' \\\1• SURFACE ROLL ROOFING NOTES �ITR`I~ Bi PER PLAN ON 5/8" CDX DSL. BEAM CYPRESS ill IL BOT, 0 10'2" 4" PLYWD. SHEATHING m� C ON PAGE ,) = ZONE 3 =GE D HP CAP D ETAM NO SCALE: BOT. 0 i10'0" fn I BO 1 BOT 0 10 „ „ 0 ' 0 „ o ff AMEROtl COFF, 'G, 9'4" TO II4" ----- ----- ----- ----- ----- ----- I■IPJIMIFr•\11SAI■ 1\0IWild IbrAhIII I� Bi B 1 )T, 0 8' 9'4" B.N. (910" T.O.F.) 4 T UIT OFF. G 'G, 9'4" TO 11'4" ' '----------- ----- ----- ----- ----- ---- i II BOT, 0 10'0" BOT, 0 10'0.1 Filled Composite Beam,..1 1/2" g Isar Top two courses of S" "H" block w/ 1 05 bar In ea, filled solid 8" CMU all iniad with 3000 pei concrete Number of courses vary with window 4 Wall elevations. See roof or floor framing plan(s) Precast lintel filled solid m W, II.C. T R AT ('y0 CLG. 10 "-12'Ct" ssssopisss , , , , , i 114" CL' HT. ' KITCHEN , ' DOFF, CL'G. 114" TO 12" , , , ♦ N _______ __ Ml-! I I BEDROOM *3 54 B,N, C9'10" T,O.FJ 15-11 BOT, 0 8'O" BOT, 0 B'O" 4 BOT 9'4" 9'4" B.H. 09'10" T.O.F.) L '_I _ 1 13'0" B.H. (LOWER SM. HT.) ' NAIL SIZE (UPPER BM. HL) NOTES �ITR`I~ Bi 4T, DSL. BEAM CYPRESS ill IL BOT, 0 10'2" 4" (SEE SECTION T) m� C ON PAGE ,) = ZONE 3 (ad round head 4" o,c. 4" o,c. L 'I TRL Bd round head 4" 0.c, — - - — - — - — - — - — - — - — - — -L - — - — L i L ill - - 'NONTOMOT - - ROOF GIRDER 106lues 4" O.C.oc - ATTI — _______________'___-______- I (PL400 orequal) _ _, 22AG X" x 36 '4" CL -G. HT, 2 x 12 header 16d 3 Per header ply Top plate splice 16d 8 per splice Q 24", over I stud Wall metal lath REA KO I Install lath per ASTM C-1063_99, eelf- crown staples »TRI ; framing member 1 1/2", overlap lath I" min, at edges Ceding 1 sorfit 4d x 1/4" head ' CO 'G, it"4" 12'8" 6" 0.01 along Install lath per ASTM G-1063-99, IW 3� n framing member High ribbed lath min, embed, i" min, overly at edges EDGE ' C 11 I • ; - O O w B • , _ ---------- - - ---- -- ---- O - PR D , O3 8 O RIDGE _______ ' ,___ ____ i , ' COFFER - VEI TC O , ^ry '� , , , 114" TO 12'" '00M #2 J 2 C2) 'y O e O _ - i I ROOF SHEATHING NAILING ZONES all 2' 6" 2101, 2101. t S 1 , , , , , i 114" CL' HT. ' KITCHEN , ' DOFF, CL'G. 114" TO 12" , , , ♦ N _______ __ Ml-! I I BEDROOM *3 54 B,N, C9'10" T,O.FJ 15-11 BOT, 0 8'O" BOT, 0 B'O" 4 BOT 9'4" 9'4" B.H. 09'10" T.O.F.) L '_I _ 1 13'0" B.H. (LOWER SM. HT.) ' NAIL SIZE (UPPER BM. HL) NOTES �ITR`I~ Bi 4T, DSL. BEAM CYPRESS ill IL BOT, 0 10'2" 4" (SEE SECTION T) m� C ON PAGE ,) = ZONE 3 r uunuu••u �-e...leel...oelooeloeoe c • c' • ♦• -•• I / • c �I 9'4" CL'G. I I HT. ' NAIL SIZE EDGE FIELD SPACING SPACING NOTES ZONE 112 19/32" CDX (8d round head ring shank) 4" Roof sheathing ZONE 3 (ad round head 4" o,c. 4" o,c. ring shank) TRL Bd round head 4" 0.c, N/A Nell 2x fascia to trues ends w/ (D to top of fascia ring shank ATT 15/3P' CDX Wall sheathing ed 4" o,c, 6" o.c. Floor TSG Floor eheathi 106lues 4" O.C.oc 6" o.e, all plywood (PL400 orequal) X\ 11 2 x 12 header 16d 3 Per header ply Top plate splice 16d 8 per splice Q 24", over I stud Wall metal lath 14 ge„ 1.5" leg. 3/4" I Install lath per ASTM C-1063_99, eelf- crown staples »TRI furring diamond lath, Overlap paper framing member 1 1/2", overlap lath I" min, at edges Ceding 1 sorfit 4d x 1/4" head 6" 0.01 along Install lath per ASTM G-1063-99, IW 3� n roofing nails. (1 3/4" framing member High ribbed lath min, embed, i" min, overly at edges EDGE V O O NOT : O Oj PR D , O3 8 O RIDGE O v GDIF, - VEI TC O O u ,r/ w TRU S MAA '00M #2 J 2 C2) 'y O e O _ - i ROOF SHEATHING NAILING ZONES all 2' 6" 2101, 2101. t W/ 8i B11511 BOT, 0 8'O" BOT- 0 B'O" BOT TM ni PLAN Composite Beam.., 1 1/2" Top course of 8" "H" blocks over clear engineered precast lintels, Both With one 05 bar continuous and both filled with 3000 p,e,1. concrete, Do not splice bare In either course over openings, Headers not specified are to be 2 - 2 x 12 02 southern yellow pine or better, minimum 150 fb, Headers to have one cripple each end, and one full stud with Simpson LSTA 24 step attached per end. Assembly meets uplift requirements of 12950 with 14 - 16d nails per and, LEDGER ANCHORING NOTES LEDGER NOTES FOR ROOF TRUSSES: ElATTACH 2 X IO P.T, LEDGER TO BLOCK WALL WITH 1/2" X 5 1/2" REDHEADS AT I6 O,C. STAGGERED, HANG TRUSSES FROM LEDGER WITH SIMPSON HUS26 HANGERS FILL 2 COARSES OF BLOCK FROM 11'4" TO 12'8" SOLID W/ GROUT FOR LEDGER ANCHORING, _I NAMPO T n N TJ N �j rA loss! N O O W U � y I••I IV� NAILING SCHEDULE ITEM NAIL SIZE EDGE FIELD SPACING SPACING NOTES ZONE 112 19/32" CDX (8d round head ring shank) 4" Roof sheathing ZONE 3 (ad round head 4" o,c. 4" o,c. ring shank) Roof sheathing Bd round head 4" 0.c, N/A Nell 2x fascia to trues ends w/ (D to top of fascia ring shank 16d nails (min,) 15/3P' CDX Wall sheathing ed 4" o,c, 6" o.c. Floor TSG Floor eheathi 106lues 4" O.C.oc 6" o.e, all plywood (PL400 orequal) Stud to 2 x 12 header 16d 3 Per header ply Top plate splice 16d 8 per splice Plate overlap minimum 24", over I stud Wall metal lath 14 ge„ 1.5" leg. 3/4" 6" 0.0, along Install lath per ASTM C-1063_99, eelf- crown staples furring diamond lath, Overlap paper framing member 1 1/2", overlap lath I" min, at edges Ceding 1 sorfit 4d x 1/4" head 6" 0.01 along Install lath per ASTM G-1063-99, metal lath roofing nails. (1 3/4" framing member High ribbed lath min, embed, i" min, overly at edges EDGE V O O O Oj Q O3 8 O RIDGE O v v TC O O O O 1 w 4 1 O 2 C2) 'y O e O O ROOF SHEATHING NAILING ZONES Composite Beam.., 1 1/2" Top course of 8" "H" blocks over clear engineered precast lintels, Both With one 05 bar continuous and both filled with 3000 p,e,1. concrete, Do not splice bare In either course over openings, Headers not specified are to be 2 - 2 x 12 02 southern yellow pine or better, minimum 150 fb, Headers to have one cripple each end, and one full stud with Simpson LSTA 24 step attached per end. Assembly meets uplift requirements of 12950 with 14 - 16d nails per and, LEDGER ANCHORING NOTES LEDGER NOTES FOR ROOF TRUSSES: ElATTACH 2 X IO P.T, LEDGER TO BLOCK WALL WITH 1/2" X 5 1/2" REDHEADS AT I6 O,C. STAGGERED, HANG TRUSSES FROM LEDGER WITH SIMPSON HUS26 HANGERS FILL 2 COARSES OF BLOCK FROM 11'4" TO 12'8" SOLID W/ GROUT FOR LEDGER ANCHORING, _I NAMPO T n N TJ N �j rA loss! N O O W U � y I••I IV� 0 04 DATE : 12/12/16 DRAWN BY : pe me CHECKED : MC REVISIONS : B i FILE COPY/ l If4"1 -_-_ 9_4"B.H_____ O'O_' F,F, (HOUSE) 94" 5.H. - LT, TEXT.,$TUCGO - I M, — kiVA i��b Qq M Mw a Isla OMM m all z10m y �m (32 9 N '60} O"' N 4 S$ Q y -0 0 0 W-0 Q F Z Z 61 0 c q^q W 0 Z 0 N N w w « e 0 N u� T a L) O 0 m o u Q Q 0 m w Q m °�a Em�mm33�m FILE DATE : 12/12/16 DRAWN BY: p, mo CHECKED : mc: REVISIONS : FLAME SPREAD: R302,e Flame spread Index and smoke -developed Index for wall and telling finishes. Flame spread and smoke Index for wall and catling finishes Shall be in accordance with Sections R302,9,1 through R302.S.4. R302,e.1 Flame spread Index. Wall and ceiling finishes shall have a flame spread Index of not greater than 200, Exception: Flame spread index requirements for finishes shall not apply to trim defined as picture molds, chair ralle, baseboards and handralls: to doors and windows or their frames: or to materials that are less than 1/28 Inch (0.91 mm) In thickness cemented to the surface of walls or ceilings IF these materials exhibit flame spread Index values no greater than those of paper of this thickness cemented to a noncombustible backing. R302.e,2 Smoke -developed Index, Wall and calling finishes shall have a smoke -developed Index of not greater than 450, R302A3.3 Testing, Testa shall be made In accordance with ASTM E 84 or UL 123, R302.9,4 Alternative test method, As an alternative to having a flame spread index of not greater than 200 and a smoke -developed index of not greater than 450 when tested In accordance with ASTM E 84 or UL 123, wall and ceiling finishes shall be permitted to be tested in accordance with NFPA 286. Materials tested In accordance with NFPA 286 shall meet the following criteria: The Interior finish shall comply with the followin : py 9 I, During the 40 kW exposure, flames shall not spread to the ceiling. 2. The flame shall not spread to the outer extremity of the sample on any wail or telling. 3. Flashover, as defined In NFPA 286, shall not occur. 4. The peak heat release rate throughout the test shall not exceed 800 kW, 5, The total smoke released throughout the test shall not exceed 1,000 m2. 11'4" B.H. FLAME SPREAD: R302.10.1 Insulation, Insulation materials, including facings, such as vapor retarders and vapor - permeable membranes Installed within floor/calling assemblies, roof/ calling assemblies, wall assemblies, crawl spaces and attics Shall have a flame spread index not to exceed 25 with an accompanying Smoke - developed Index not to exceed 450 when tested In accordance with ASTM E 84 or UL 123, Exceptions: 1, When such materials are installed in concealed spaces, the flame spread Index and smoke -developed Index limitations do not apply to the facings, provided that the facing Is Installed in substantial contact with the unexposed Surface of the ceiling, floor or wall finish, 2. Cellulose loose -Fill insulation, which la not spray applied, complying with the requirements of Section R302,10,3, shall only be required to meet the smoke -developed index of not more than 450. 3, Foam plastic Insulation shall comply with Section R316, R302,10,2 Loose -fill Insulation. Loose -Fill insulation materials that cannot be mounted In the ASTM E 84 or UL 123 apparatus without a Screen or artificial supports shall comply with the Flame spread and smoke -developed limits of Section R302,10.1 when tested in accordance with CAN/ULC 5102,2, Exception: Cellulose loose -fill insulation shall not be required to be tested in accordance with CAN/ULC 8102.2, provided such insulation complies with the requirements of Section R302,10,1 and Section 8302.10.3, 8302,10,3 Cellulose loose -fill Insulation, Cellulose loose -fill insulation shall comply with CPSG 1(o CFR, Parts 1209 and 1404, Each package of Such insulating material shall be clearly labeled In accordance with CPSC 16 CFR, Parts 1209 and 1404. 8302,10,4 Exposed attic Insulation. All exposed insulation materiale installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. R302,10,5 Testing, Taste for critical radiant flux shall be made in accordance with ASTM E 910. TABLE R301.20U CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SUILDINGz DATA 8 DESIGN PRESSURE SCHEDULE PROJECT/NAME DAY SPEC ARCHITECT M.A. CORSON 4 ADDRESS: 1961 PLANTATION LAKES DR. I MEAN ASSOCIATES, INC. TOPOGRAPHIC ALL PRESSURES CALCULATED WITH THE FOLLOWING: I. WIND LOADS BASED ON FLA. BUILDING CODE 2014 8, WALL ZONE (PSF): 4) +31.4 / -34,0 SNOW (5TH EDITION) a ASCE 1-10, AND 2011 N.E.G. 5) +31.4 / -42,0 2. BUILDING DESIGNED AS: ENCLOSED OPEN 9. GARAGE DOOR (PSF): +26,5 / -2e,l 3. MEAN BUILDING HEIGHT: 19 FT, ROOF PITCH: 6 /12 10. LOADS: FLOOR 60 PSF HAZARDS INTERNAL PRESSURE COEFICIENT +/- : 0.18 ROOF/DEAD 15 PSF ROOF LIVE 30 PSF 4, WIDTH OF END ZONE: 4' 11, SHEAR WALLS CONSIDERED FOR STRUCTURE? CATEGORY WIND SPEED: 1-10 MPH SECOND GUST YES X NO 5, BUILDING CLASSIFICATION TABLE 1-1, ASCE 1 12, CONTINUOUS LOAD PATH PROVIDED7 +31,4 / -42,0 +90,0 / -90,0 F.B.C. TABLE 1604.5 II YES X NO 6. EXPOSURE CATEGORY:B ADJUSTMENT FACTOR: 1.00 13, ARE COMPONENT 4 CLADDING DETAILS PROVIDED? 1. COMPONENTS 4 CLADDING WIND PRESSURE ON: YES X NO MIAMI / DADE I ROOF ZONE (PSF): U +18,1 / -28,8 14. SOIL BEARING CAPACITY: 2500 PSF Zone: X 2) +18.1 / -50.2 3) +18.1 / -14,2 PRESUMPTIVE: -5Y TEST: X MIAMI / DADE •ALL ZONES CALCULATED FOR WORST CASE SCENARIO. CIO S.F. EFFECTIVE WIND AREA) TABLE R301.20U CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN PRODUCT MODEL " MANUFACTURER ATTACHMENT METHOD BUILDING DESIGN PRESSURE EXPIR. DATE SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN WIND TOPOGRAPHIC SEISMIC CA -740 (IMPACT) Frost 3/16" x 2 3/4" TAPCONS EVERY HOLE. SNOW SPEED EFFECTS DESIGN Weathering line Ter,Tte DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL LOAD (mph) +31.4 / -42,0 +50.0 / -50,0 CATEGORY INC, - MIAMI / DADE depth 0 (IMPACT) CT) TEMP REQUIRED +31,4 / -42,0 +90,0 / -90,0 INDEX TEMP NA 110 EXPOSURE "B" NA Negligible NA MIAMI / DADE I NA NA Zone: X NA NA MIAMI / DADE NA heavy 9 94" B.H. I • 0'0" F.F, (HOUSE)_ s 12 !Z�6 BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS 4 SKYLIGHTS - PRODUCT MODEL " MANUFACTURER ATTACHMENT METHOD BUILDING DESIGN PRESSURE EXPIR. DATE EVALUATION AGENCY TYPE, SIZE, SPACING 4 EMBEDMENT PRODUCT DESIGN PRESSURE APPROVAL* WINDOWS (SINGLE HUNG) SH -100 (IMPACT) PGT 5116" x 2 3/4" TAPCONS EVERY HOLE. ALL WINDOW SIZES SAME ATTACHMENT, WORST CASE SCENERIO CALCULATED +31,4 / -42,0 +80,0 / -80.0 03/26/2021 16-0114,06 MIAMI / DADE WINDOWS (CASEMENT) CA -740 (IMPACT) PGT 3/16" x 2 3/4" TAPCONS EVERY HOLE. +31.4 / -42,0 +80,0 / -80,0 04/11/2018 16-0629,21 MIAMI / DADE WINDOWS (FIXED GLASS) PW -701 (IMPACT) PGT 3/16" x 2 3/4" TAPCONS EVERY HOLE. +31.4 / -42.0 +80,0 / -80,0 02/19/2019 16-0629,14 MIAMI / DADE FRENCH DOOR FD -150 (IMPACT) PGT 1/4" x 2 3/4" TAPCONS / •12 HEAD +31.4 / -42,0 +50.0 / -50,0 02/24/2020 16-0629,16 INC, - MIAMI / DADE SLIDING GLASS DOOR 0 (IMPACT) CT) PGT(IMPA 1/4" x 2 3/4" TAPCONS / 012 HEAD +31,4 / -42,0 +90,0 / -90,0 02/11/2020 16-0629.06 MIAMI / DADE GARAGE DOOR 2" STEEL PAN DRS. (IMPACT) CLOPAY BLDG, PROC, 5/16" x 15/5" LAG SCREWS EA, BRACKET +26,5 / -29.1 +36,0 / -42.0 I 04/11/2018 15-0225.11 MIAMI / DADE I PRODUCT MODEL " MANUFACTURER ATTACHMENT METHOD BUILDING DESIGN EXPIR. DATE PRESSURE EVALUATION AGENCY PRODUCT DESIGN TYPE, SIZE, SPACING 4 EMBEDMENT PRESSURE AP OVAL" ROOFING ERMUDA ENTEGRA -70c R / CP PO Y +18 / -14,2 N/A (GONG, FLAT TILE) HI60 ROOF TILE ADHESIVE AH 160 .1 +/-124.01 FL1804.1-R9 MIAMI / DADE 4 GRAMLARGE PADDY) STUCCO NA NA STUCCO ON MTL. LATH +18,1 / -28,8 I NA MIAMI / DADE NA �TANKLESS - ®' W,H. / ` VLOJ • • ' - . 6" SMOOTH ' STUCCO SILLS - A,I TILE RECEP.-DNt." TILE ROOF i • ' , , LT, TEXT. STUCCO %6"'SMOOTH' , . • / STUCCO • • ° ' TRIM- , n " TANKLESS• W.H. / VLOJ •ia LT, TEXT. STUCCO 6" SMOOTH SILLS - I 4 HOOD B,EYONb; . - 01 f L _ a X a II_4"B.H_ 9_4" 1B.H_ - _ 0'0" F.F. (HOUSE) DATE 12/12/16 DRAWN BY p, me CHECKED Mc REVISIONS 2x8 cedar fascia. Attach to and of each truss w/ (2) 16d nails, Attach roof sheathing w/ 8d ring shank nails 0 4" o,c. SOFFIt... 5/8" STUCCO ON HIGH -RIB P.B. METAL LATH 14" x S" x 5" wide smooth stucco outriggers w/ 20' smooth stucco frieze banding. (See elev.) ' 13O� - c Smooth stucco banding. m ` (See elev,) II'4" CL'G. HT, 10'2" BO)T, Oi' FBM. CIO" FIN. FL. �A i I -I I� �A I -I I -I �n n Imbedded Simpson anchor See struct, plans 2x6 FRAME WALL w/ STUCCO FINISH OVER P.B. METAL LATH, NO. 30 FELT — OVER 1/2" CDX PLYWOOD 2x sill plate w/ (l) 1/2"x4" lag screw into ea, roof truss 4 (I) H4 clip at ea, truss. Toe nail (2) 16d rialls at ea, stud to sill 4 (1) A34 clip at eA, stud to sill. Attach 2x4 ledger to block wall w/ I/2' -x5` Redheads 0 I6" o.c Simpson A34 w each Joist. Attach 2 x 10 ledger to conc, beam w/ 1/2" x 5" Redheads a 16" o.c, staggered up 4 down. (2 1/4" min. embed.) Hang-- wssea from ledger w/ Simpson hangers per truss manuF. 3/4" T4G Cypress cl'g• 16"x34" conc. beam - See roof plan Fill cells solid from entry door beam below to 13'0" for ledger anchoring. 5/8" STUCCO ON 16" x 16" GONG, ELK, COL. W/ 4 - 05 BARS VERT, IN FILLED CELLS. FOOTER.... BLK. COL, ON 42"x42"xl2" CONC. PAD FTG. W/ 05 BARS is 6" O.G. E.W. IMMEMMEM IMMMMMMM ii 1MM°MMMMMMI METAL FLASHING u u /u n SEE TYPICAL SECTION u. FOR ROOF r AND EAVE NOTES r-- /00–/ ATTACH WINDOW TO BUCK v v A �'c THROUGH FIN (SCREWS PER MANUF. SPECS) COVER W/ STUCCO 4 3 'p CAULK JOINTS CONT, BEAD OF DAP PREMIUM POLYURETHANE ADHESIVE SEALANT OR EQ. BEHIND FIN OR FLANGE 4 CONNECTION BETWEEN WIN. FRAME 4 STUCCO. ALUMINUM WINDOW ® V V\���y J Imbedded Simpson anchor see roof 4 fl, framing plans 5/8" STUCCO CL'G, ON I4O.H. HIGH! -RIB P.B. MTL. LATH Composite beam - See beam ached. 4 roof plan 5/8" STUCCO ON 8" x I6" x 16" GONG, BLK. COL. (BEYOND) W/ 3 - •5 BARS VERT, IN FILLED CELLS. III x60"xl2" GONG. QRS 6 6" O,G, E,W, 10" SMOOTH STUCCO FRIEZE FILLED BLOCK CELL OR POURED CONC. COL. - SEE PLANS `1 I ALIGN 2x6 P.T. BUCK W/ e EDGE OF ELK, WALL t FINISH W/ 3/4" P.T. FUR STRIPS 4 I/2" DRYWALL 2x6 P.T. WOOD BUCK ANCHORED TO CONC, BEAM, SILL 4 WALLS W/ 1/4'1 1/4" TAPCONS (STAGGER) SPACE a 12" O.C, t WITHIN 3" OF CORNERS. (MIN. 1 1/4" EMBED.) BEAM,., 2 courses 8" H-blk, with 2 05 bars continous„ Install Simpson straps at each truss, SEE FRAMING PLAN, with seats. Concrete to be minimum 3000 psi, ATTACH WINDOW TO BUCK THROUGH FIN (SCREWS 1 PER MANUF. SPECS) COVER W/ STUCCO d CAULK JOINTS CONT. BEAD OF DAP PREMIUM POLYURETHANE ADHESIVE SEALANT OR EQ. BEHIND FIN OR FLANGE t CONNECTION BETWEEN WIN, FRAME 4 STUCCO. ALUMINUM WINDOW i 5/8" STUCCO FINISH - MATCH EXIST, a e e o .a �Co �M l .A\ III ROOFING,,, Concrete roof tiles over hot mopped 50* granular roofing, over 30" Felt paper tit' tagged to 5/8" cdx roof sheathing on engineered wood roof trusses at 24"o.c. anchored at each and with Simpson anchors - see framing plan, installed per Simpson's specs. TRUSS MANUF. TO MAX. ATTIC STOR� SPACE. Attach roof sheathing to 2x fascia w/ 8r; ring shank nalls A 4" o,c, 4 2x8 fascia to rafter ends w/ (2) 16d nalls.7 EAVE.,. Ix2 trim, 2x8 r,s, spruce w/ cont, gale, mtI. +. Clip edge Soff it... STUCCO - on high rib p,b, mtl, lath. 10" SMOOTH STUCCO FRIEZE WALL... 8" CMU with 05 dowels from beam to footer in poured cells as shown on Foundation plan. Stucco exterior with 5/8" stucco. Install 3/4" p.t, furring strips at 16" o,c, on 3/4" TuFf-R Insul, bd, or eq. and finish with 1/2" drywall (nailed s 8" o,c, or screwed s 12" o.c,), Mono ftg, to be 18" deep x 16" wide with 2 05 bars continuous. Slab to be 4" thick with 6 x 6 WWM reinforcing over 6 mll visqueen vapor barrier, and clean, poisoned fill. Provide 1 1/2" recess at block wall, (Alt. Fiber mix.) u / --=. O J -J-11 CIO" FIN. FL, T ade ALIGN 2x6 P.T. BUCK W/ EDGE OF BLK, WALL 4 _ FINISH W/ 3/4" P.T. FUR STRIPS 4 1/2" DRYWALL COAT ENTIRE ELK. OPN'G. W/ VULKEM 116 SEALANT FOR WINDOW FLASHING PER 2014 F.B.C. (5TH ED.) R103.8 (1,4) SET 2x6 P.T. WD, BUCKS IN BED OF VULKEM 116 LIQUID FLASHING OR EQ. SEALANT, ANCHOR BUCKS TO CONC. BM., .SILL 4 WALLS W/ I/4"x3 1/4" TAPCONS (STAGGER) SPACE to 12" O,C, 4 W/1 3" OF CORNERS. (MIN. 1 1/4" EMBED.) COAT FACE AND RETURNS OF BUCKS W/ VULKEM 116 SEALANT OR EQ, ATTACH WINDOW THRU BUCK W/ 1/4" TAPCONS AT EVERY HOLE OR PER MANUF. W/ 1 1/4" MIN. PER 2014 F.B.C. (5TH ED.) R103.8 (1.4) INSTALL PER FMA/AAMA 200-12 WINDOW INSTALLATION SPEC. Ld _WOOD SILL W/ SKIRT TRIM VERIFY DESIGN W/ OWNER 6" MIN. POURED CONC. SILL W/ I 05 BAR W/ 8" HOOK IL EARS INTO FILLED CELLED WALL BEYOND (TYP. ALL WINDOWS) 2DDo1l 9®VV 12 6 I%nene insul. (R-20) Product approvals provided by builder. 5/8" Drywall on celling BEAM,,, 2 courses 8" H-blk, with 2 05 bars continous„ Install Simpson straps at each truss, SEE FRAMING PLAN, with seats. Concrete to be minimum 3000 psi. WALL,.. 8" CMU with 05 dowels From beam to footer in poured cells as shown on Foundation plan. Stucco exterior with 5/8" stucco. Install 3/4" p,t. Furring Strips at 16" o.c, on 3/4" Tuff -R inaul, loci, or eq, and finish with 1/2" drywall (nailed a 8" o.c, or screwed 6 12" Mono ftg, to be IS" deep x 16" wide w/ 2 05 bars cont. Slab to be 4" thick with 6 x 6 WWM reinforcing over 6 mil visqueen vapor barrier, and clean, Poisoned fill. Provide 1 1/2" recess at block wall, (Alt, fiber -mix) --Mimi mono R�RRR��RB��RRRRRR� -rmrrB� ■Riffig���RRRRRR RRBR�rrr�� Nil A 11' I" " �� I I 'r/ "=1 • W� HAS z M co V N N �bM� v rA yO O W a :a eq O U • DATE 12/12/16 DRAWN BY: ps me CHECI M : Mc REVISIONS : STRUCTURAL NOTES CONTRACTOR NOTE: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. M.A. CORSON t ASSOC, INC. IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS AND PROGRAMS. CODES AND STANDARDS I, WIND LOADS ARE PER ASCE 1-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, FOR A 110 MPH WIND SPEED (3 SEC GUST), EXPOSURE C, 0.0 INTERNAL PRESSURE COEFFICIENT (CLOSED STRUCTURE), 0.18 IMPORTANCE FACTOR, AND BUILDING CATEGORY II. 2, THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE: A, FLORIDA BUILDING CODE 5TH EDITION (2014) B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02) C, SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-05) D. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (AGI 315-99) E. NATIONAL DESIGN SPECIFICATION, WOOD CONSTRUCTION NDS/199'1 EDITION, 3. ARCHITECTURAL AND MECHANICAL DRAWINGS: A. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. B, BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT, C. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER 6EFORE PROCEEDING WITH ANY WORK. 4, ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. FOUNDATION I. BOTTOM OF FOOTINGS ASSUMED TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2500 PSF, 2. TOP OF ALL EXTERIOR FOOTINGS SHALL BE MINIMUM I'-0" BELOW EXTERIOR FINISH GRADE. 3. ALL EXCAVATION SHALL BE KEPT DRY, EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC. 4, PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT AF EXISTING FOUNDATION OR STRUCTURES. 5. CENTERLINE OF FOOTINGS: SHALL COINCIDE WITH CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED ON DRAWINGS. 6. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. WOOD L ALL STRUCTURAL WOOD MEMBERS ARE DESIGNED AS "DRY -USE". MOISTURE CONTENT MUST BE 19% OR LESS. STORE WOOD FRAMING ABOVE GROUND AND UNDER TARPS WITH PROPER AIR CIRCULATION 2. ALL LUMBER SHALL BE SOUTHERN PINE SPECIES n GRADE OR APPROVED EQUAL, ALLOWABLE DESIGN STRESSES SHALL FOLLOW NATIONAL DESIGN SPECIFICATION (NDS) (LATEST EDITION). 3, PROVIDE SP ACQ PRESSURE TREATED LUMBER IN ACCORDANCE WITH AWPA STANDARDS TO A MINIMUM 0.40 PCF RETENTION WHERE LUMBER 16 IN CONTACT WITH CONCRETE/MASONRY OR OUTSIDE OF BUILDING, ALL METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE GALVANIZED WITH A RATING OF G-185 AND CONFORM TO ASTM A653. ALL NAILS AND SCREWS USED WITH PRESSURE TREATED LUMBER ARE TO BE HOT -DIPPED GALVANIZED AND TO CONFORM TO ASTM A153 CLASS D. ELECTROGALVANIZED FASTENERS SHALL HAVE A CLASS RATING PER ASTM B695 NO LESS THAN 55. ALUMINUM NOT TO BE USED IN DIRECT CONTACT WITH ACQ TREATED LUMBER. 4. PLYWOOD SHEATHING: A. ROOF: USE 19/32" APA 40/20 RATED, EXP. I, PLYWOOD SHEATHING. S. SEE FRAMING PLANS FOR NAILING AND/OR BLOCKING REQUIREMENTS. USE 8'- O" LONG X 4'-0" WIDE SHEETS WITH LENGTH ACROSS FRAMING. STAGGER PANEL END JOINTS 4'-0" TYP., ALLOW 1/8" SPACE ALONG PANEL EDGES AND END JOINTS. 5. WOOD CONNECTIONS - ALL NAILS USED FOR STRUCTURAL FRAMING MEMBERS SHALL BE COMMON WIRE, U.N.O. ALL NAILS, TRUSS HANGERS, TRUSS ANCHORS AND STRAPS SHALL BE GALVANIZED FOR CORROSIVE RESISTANCE. ALL METAL STRAPS MUST BE INSTALLED WITH EQUAL LENGTHS ABOUT THE JOINT LINE. USE SIMPSON STRONG -TIE CONNECTOR PRODUCTS OR APPROVED EQUAL. TOE NAILING WILL NOT BE PERMITTED, WOOD TRUSSES I, WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA, SEALED CALCULATIONS AND LAYOUT DRAWINGS ARE TO BE SUBMITTED FOR APPROVAL. TRUSS FABRICATOR TO PROVIDE ALL TRUSS -TO -TRUSS HANGERS AS REQUIRED TO RESIST GRAVITY AND UPLIFT REACTION 2. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE "TRUSS PLATE INSTITUTE" HANDLING, INSTALLING AND BRACING OF WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS, HIB (1991EDITION), BRACING IN THE PLANE OF THE WEB MEMBERS: A, THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED. B. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN, 2" THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUOUS, C, A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED, ONE AT EACH VERTICAL WEB MEMBER CLOSEST TO BEARING LOCATIONS. 3, THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACING SPACED AT 8'-O" ON CENTER WITH A CEILING ATTACHED TO BOTTOM OF TRUSSES, IF NO CEILING 15 ATTACHED TO BOTTOM OFTRUSSES, BRACING SHALL BE MINIMUM 2X4 a 36" ON CENTER NAILED TO THE TOP OF THE BOTTOM CHORD. DIAGONALS PLACED AT 45 DEGREES TO THE LATERAL BRACES SHALL BE LOCATED AT EACH END. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 -FOOT INTERVALS. 4, DO NOT CUT, DRILL OR NOTCH TRUSSES WITHOUT WRITTEN APPROVAL FROM TRUSS ENGINEER. COORDINATE MECHANICAL, ELECTRICAL, PLUMBING, ETC. SIZES AND LOCATIONS WITH TRUSS LAYOUT PRIOR TO ERECTION, 5. TRUSSES SHALL BE MANUFACTURED t DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATION(s) FOR WOOD CONSTRUCTION, AF t PA, AND NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI 1-1995, AND THE LOCAL CODE JURISDICTIONS. 6. DO NOT OVERLOAD TRUSSES WITH BLDG MAT'LS. 1, CONNECTOR PLATES SHALL BE MANUFACTURED BY A WTCA MEMBER PLATE SUPPLIER AND SHALL MEET OR EXCEED ASTM A653/A65311 REQUIREMENTS FOR STRUCTURAL STEEL. CONCRETE I. ALL CONCRETE SHALL SE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: A. A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI a 20 DAYS, B. SLUMPS SHALL BE 4 INCHES MINIMUM AND 6 INCHES MAXIMUM. C. CONCRETE SHALL HAVE A MINIMUM OF 3 PERCENT AIR ENTRAINMENT. D. ALL CONCRETE TO HAVE MAXIMUM WATER/GEMENT RATIO OF 0.55, E. JOBSITE WATER SHALL NOT BE ADDED, 2, CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY ACI SPECIFICATIONS, 3. ALL BARS SHALL BE LAPED PER THE REQUIREMENTS OF ACI 318 FOR TENSION LAP SPLICE BUT NOT LE68 THAN 48 BAR DIAMETERS UNO. LAP ALL WWF A MINIMUM OF 12 INCHES UNO. 4. ALL HOOKS SHALL BE PER ACI 310 HOOK REQUIREMENTS BUT NOT LESS THAN 12 BAR DIAMETERS BEYOND BEND UNO. 5. WELDED WIRE FABRIC SHALL COMPLY WITH A6TM A 185, PLACE WELD WIRE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE AND SUPPORT ON SLAB BOLSTERS SPACED AT 3'-0" O.C. 6, ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60, 1. AT CORNERS OF CONCRETE BEAMS AND CONTINUOUS WALL FOOTINGS, PROVIDE MATCHING HORIZONTAL BARS X 5-0" BENT BAR FOR EACH HORIZONTAL BAR SCHEDULED AT EACH FACE. ELECTRICAL NOTES Electrical contractor shall comply with the N.E.G, and all applicable codes or authorities having Jurisdiction. Electrical contractor to coordinate exact locations of all hvac equip, s It's loads w/ mach, contractor before roughing -in for proper power and wiring control layout and Installation. All outlets, switches and light fixture locations to be verified by owner on walk-thru with electrical contractor. Electrical contractor to sleeve drive and walkways as required for landscape lighting. Electrical contractor to provide power as required by pool contractor for all pool equipment. Electrical contractor to provide power as required by Irrigation contractor, Provide PVC sleeve to Inside surface of garage wall for phone termination. Service must enter Inside of garage for security. Provide outlet for security system at owners option. All 110 V, 10, 15 and 20A, receptacles installed outdoors and in bathrooms shall have ground Fault circuit Interrupter. Unless otherwise noted, minimum size wire shall be 012 "AWG" excluding control wiring. Smoke detectors to be powered by house electric service w/ battery back-up. Visible "Power on" Indicator and a test button. Verify all conductors and breakers w/ egiup, manuf, epece. All elect, switches shall be 48" a,f,f. unless otherwise noted. All receptacles shall be 12" a.f,f, unless otherwise noted. Closet lighting Shall be min, 18" clear from edge of shelves, NOTES: • CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES CONTRACTORS TO VERIFY ALL INTERIOR BEARING WALL FTG, W/ TRUSS MANUF, CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON LOT TO ASSURE NO SETBACKS OR EASEMENTS ARE ENCROACHED REPORT ANY DISCREPANCIES TO ARCHITECT BEFORE PROCEEDING W/ WORK DUROCK SHALL BE USED IN ALL DAMP LOCATIONS t IN ALL SECOND FLOOR WALL AND FLOOR TILE AREAS PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT CONNECTIONS TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS ALL BATH ROOM WALLS SHALL BE INSULATED ALL LUMBER IN CONTACT W/CONCRETE OR MASONRY SHALL BE PRESSURE TREATED ALL FRAMING (WALLS t ROOF) LUMBER TO HEMFIR Flo 1000 MIN, FLUM51NG-c NOTES It shall be the responsibility of the plumbing contractor to produce an operational system In accordance with these drawings. The plumbing contractor shall guarantee the complete System, parts and labor, for one year after first operation. Installation and materials shall be In accordance with the Standard Plumbing Code and all local codes. Plumbing contractor shall verify location, elevation, and size of existing mains before Installation is started. Provide vacuum breakers on all hose bibbs and faucets With hose end connections. Fixtures shall be protected against water hammer with air chambers as required by code. Provide shutoff valves In the potable water supply and each piece of equipment. Insulate condensate lines, All hot and cold water lines shall be copper type I" for under- ground and type "M" for above ground Installation w/ silver Soldered joints. GENERAL NOTES: Contractor, Subcontractors, material Suppliers, etc, shall make themselves familiar with the contract documents and shall verify all dimensions, conditions at jobelte, plane, specifications, etc, as applicable and report any discrepancies, errors or omissions to the architect prior to any work being performed, otherwise we assume no responsibility for any errors and the contractor, subcontractor, material supplier, etc, shall assume full responsibility for errors and/or delays and correct them at their own expence Changes, revisions, or alterations not made by this office In writing only, will fully, unconditionally and totally release the architect, Its employees, consultants and design profeseions, from any and all responsibility. The architect has not been retained for the supervision or the administration of the execution of the work of this project. Each contractor shall be responsible for construction means, methods, techniques, Sequences, and procedures for safety precautions and shall comply With the requirements of O,S,H,A, all applicable building codes and all governmental agencieshaving Jurisdiction, Each contractor shall make all arrangements for, obtain and pay for all permits, teats, Inspections, and approvals required for hie portion of the work. All work shall be guaranteed for a period of at least one year From the date of acceptance. Stucco shall be two coats approximately 5/8" thick applied to masonry. 3/4" thick applied to metal lath, Lath shall be flat expanded diamond mesh galvanized, paper backed, weighing not less than 3.4 pounds per sq, yard. Glass shall be float, tinted with shading coefficient of ,11 cat,ll, 3/16" tempered for operable glass doors. Tempered glass shall comply with ANSI -Z 131.1 (all glass at showers/tube to be tempered). Caulking using Tremco or eq, silicon -type products shall be applied at all Junctions of wall and window and door frames with abutting wall surfaces to provide a weathertight water-resistant Installation. MASONRY L MASONRY UNITS SHALL BE A. LOAD BEARING ASTM C 90, NORMAL WEIGHT, AND SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND CUNO). 2. THE COMPRESSIVE STRENGTH OF MASONRY (F'M) SHALL BE 1,500 PSI AS CALCULATED IN ACCORDANCE WITH ASTM C1314, 3. ALL MORTAR SHALL BE IN ACCORDANCE WITH ASTM SPECS, C210 TYPE M OR 8 ONLY. 4, GROUT SHALL BE HIGH SLUMP MIX IN ACCORDANCE WITH ASTM SPECS. C416 AND HAVING A MIN. COMPRESSIVE STRENGTH OF 3,000 PSI 5, PROVIDE 8x8 MASONRY BEAM WITH TH IM 5 CONT. AT EVERY WINDOW BILL. EXTEND BEAM 8" BEYOND EDGE OF OPENING. 6, PROVIDE HOT DIPPED GALVANIZED LADDER TYPE HORIZONTAL JOINT REINFORCEMENT (9 GA,) AT 16" O.G. VERTICAL IN ALL MASONRY WALLS PROVIDE DOVE TAIL SLOT ANCHORS AT CONCRETE COLUMNS. A/C NOTES It shall be the responsibility of the A/C contractor to produce an operational system In accordance With these drawings. The A/C contractor shall furnish Installation details and schematics Of all equipment to others who connect to the A/C equipment, I.e. Electrical and Plumbing contractor, Ductwork shall be i" thick fiberglass w/ taped toints unless noted otherwise. Provide condensate overflow pane under all units Installed above Colling. Provide adjustable, opposed blade dampers at all diffusers. Provide adjustable extractors or splitters at tape into ducts or where ducts change directions. Alrconditloning supplier shall guarantee the complete system, parts and labor, for one year after first operation. The compressor shall be guaranteed for an additional 4 years, parts only after first operation, Install filters at RAG'S. Provide easy access to filters, Refer to energy calculations for A/C unit SEER requirements, 5/8" drywall on ceiling 1/2" drywall on walla, 2x4 load bearing wall w/ studs at 16" O.C. max IF wall exceeds 10' height use 2 x 6 studs at 16" o,c, or 2x4 etude A 8" o.c, Anchor stud to plate With 5P4 / SP6 ties at ea. stud w/ 6 IOd nails, �Nnpeon MT512 strap fro x 4 wall with double t plate to bearing leg OF roof truss above. Anchor stud to plates with Simpson SP4 / SP6 ties at each stud with 6 IOd nails. 11 THIS ASSEMBLY GOOD FOR 1000 PLF OF UPLIFT. 1/2" x 8" redheads at 32" o.c. E within 12" of corners s clones, w/ 1/4"x3" sq, steel IP.B.) washers. Footer to be 14" deep x 20" wide w/ 2 a5 bare cont, 2" VTR : 2" VTR 2" BS • 2" vTo 4WR. W N t LUMMINIC3 K1517_K I>IAC.3tR<A"I VENT TO REAR OF STRUCTURE CONTRACTOR TO VERIFY ALL PIPE SIZES -PER CODE R BOUCK "CH0RS GARAGI?- DOOR ATTATCHMENT 2 x 6 P, L WOOD BUCK 70 CONC, 1' 1 e' HIGH 2 x 6 P.T, WOOD JAMB FASTENED W/ DOOR: 1/2" DIA, x V REDHEADS W/ 2" SQUARE WASHERS, 6" FROM TOP AND BOTT, d MAX. 16" O,C. (VERIFY LOCATIONS, SPACING t TRACK FASTENERS W/MANUF, SPECS) TRACK BRACKE76 TO P, 7, BUCK 1' HIGH DOOR: 5 - 3/8" x 15/8" LAG SCREWS WITH WASHER HEADS, SPACED AS REQ'D, BY MANUF, AT EA, SIDE, 8' HIGH DOOR: 6 - 3/8" x 1 5/8" LAG SCREWS WITH WASHER HEADS, SPACED AS RII BY MANUF. AT EA. SIDE. SLIDING GLASS DOOR ATTACHMENT lx3 P.7, WOOD BUCK /N67ALLA7/0N 1/4" TAPCONS a 16" O.C, MAX. E WITHIN 6" OF CORNERS OR PER DOOR MANUF, ATTACH THRU FRAME AND BUCK INTO BLOCK W/ 1 1/4" MIN. PENETRATION INTO BLOCK WALL 2x4 P. L WOOD BUCK 70 CONC, 1/4'X2 3/4" TAPCONS m 12" O.C, < WITHIN 6" OF CORNERS DOOR FRAME rO 2x P, T, BUCK: SILL: T - 010 x 1 1/2" PH GP SMS CENTERED AT 6" FROM JAMB. HEA�)ERS: 8 - 1/4' x 1 1/2' LAG SCREWS CENTERED AT Co" FROM JAMB, JAMBS: 5 - 1/4" x 1 1/2" LAG SCREWS CENTERED AT 6" FROM HEAD AND SILL, SWING DOOR ATTACHMENT 2x4 F, 7- U00.0 BUCK 70 CONC, 1/4'X3 1/4" TAPGONS (STAGGER) SPACE m 12" O.C. t WITHIN 3" OF CORNERS. (MIN, 11/4" EMBED.) NOTE.. DOOR BUCK$ MUST BE W15PER THAN THE DOOR ✓4M€5 PER R-613,6, ROUGH OMJLl®O SCHEME GARAGE DOOR: R.O. FOR JARAGE DOOR /6 7NE SAME AS THE DOOR 61ZE (2 x 6 P. T, WOOD BUCK TO CONC) EXAMPLE: WO" x 8'O" DOOR SIZE. WO" x 8b" R.O, SLIDING GLASS DOOR: FOR 2 x 6 BUCK - ADD 3 1/4" ONTO WINDOW MANUF WI07N 4 l 5/a" ro NT FOR / x 6 BUCK - ADD / 3/4" ON70 WINDOW MANUF, WIDTH 7/a" TO Hi; SWING DOOR: FOR 2 x 6 DUCK - ADD 3 1/4" ONTO DOOR MANUF, 70 7A WIDTH W/ FRAME I 1.510" ONTO H7 FOR / x 6 BUCK - ADD 13/4" ONTO DOOR MANUF, TOTAL W10T4 W/ FRAME ! 7/a" TO N% EXAMPLE: 3'0" x 8'0" DOOR SIZE - SIZE W/ FRAME 3' 1 1/2" x WO 5/8" - R.O, SIZE 3'4 3/4" x 8'2 1/4" WINDOWS: FOR 2 x 6 BUCK - FOR 5/0" WINDOW FIN. ADD 2" ONTO r/P TO T/)= FIN W10774 $ NE/GNT, (VERIFY W/ MANUF-) FOR / x 6 BUCK - ADD 1/2" ONTO 7/P TO TVP FIN W/DTH NE/GN7. EXAMPLE: 3T' x 5'3" WINDOW SIZE - R.O. 512E 3'3" x 55" NOTE: CONTRACTL)R AND MASON TO VERIFY WINDOW MANUF. SPECS (FIN SIZE, WINDOW DIMENSIONS, ETC.) TO VERIFY R.O: DIMENSIONS. 5/8" drywall on ceiling. 2 x 4 or 2 x 6 Interior frame wall w/ etude at - I6" o.c, max. Add bik'g, 0 mid ht. Finish w/ I/2" drywall a wood base, a � y ' 4 ,enaaa�aaaa 4�z9, ; .wSTUCCO 4" BLK. WALL W/ r5 DOWELS i VERT. L -BARS IN FILLED CELLS a 12" O.C. sopa 36" WIDE x e" DEEP THK'p, FTG. W/ 05 BARS a 12" O.G. E.W. 1/299= ¶ 9 (OV0 Attach top plate to roof joist w/ (2) 16d nail$, Where applicable, Attach top plate to stud with (2) Ibd nails toe -nailed. Attach bottom plate to stud with (2) lbd nai7e3/16" x 3 1/2" Talocons at toe nailed. 32" o.c, on 4" cone. slab or floor trusses, II\1. 1 1� •\ \ III I (1)" OR COMPOSITE SE PLANS VERIFY WNDOJ RADIUS W/ MANUF. 3/8" EXT. GRADE PLYWOOD BOTH SIDES W/2x6 RADIUS BLOCKING BETWEEN s 6" O.C. FOR CORNER RADIUS PANELS. (3) 16d NAILS INTO EACH BLOCKING THRU PLYWOOD SIDES, ANCHOR 2x8 P.T. BLOCKING TO WALLS , BEAM W/ 3/16'x4" TAPCONS AT 6" O.C. STAGGERED. NAIL PLYWD. TO 2x8 W/ IOd m 4" O,C. - -I� - - - - - - - - - - -I- - CELLS 3/4"al'O" DATE : 12/12/16 DRAWN BY : p, me CHECKED : Mc REVISIONS : O z Z2 m - z N N N U F l m N" V_0 W m N N a- m = 9 0 2NN N�w �t 0 Q = �N Rm YUQ: U> U o IL4-1 .4 t LUMMINIC3 K1517_K I>IAC.3tR<A"I VENT TO REAR OF STRUCTURE CONTRACTOR TO VERIFY ALL PIPE SIZES -PER CODE R BOUCK "CH0RS GARAGI?- DOOR ATTATCHMENT 2 x 6 P, L WOOD BUCK 70 CONC, 1' 1 e' HIGH 2 x 6 P.T, WOOD JAMB FASTENED W/ DOOR: 1/2" DIA, x V REDHEADS W/ 2" SQUARE WASHERS, 6" FROM TOP AND BOTT, d MAX. 16" O,C. (VERIFY LOCATIONS, SPACING t TRACK FASTENERS W/MANUF, SPECS) TRACK BRACKE76 TO P, 7, BUCK 1' HIGH DOOR: 5 - 3/8" x 15/8" LAG SCREWS WITH WASHER HEADS, SPACED AS REQ'D, BY MANUF, AT EA, SIDE, 8' HIGH DOOR: 6 - 3/8" x 1 5/8" LAG SCREWS WITH WASHER HEADS, SPACED AS RII BY MANUF. AT EA. SIDE. SLIDING GLASS DOOR ATTACHMENT lx3 P.7, WOOD BUCK /N67ALLA7/0N 1/4" TAPCONS a 16" O.C, MAX. E WITHIN 6" OF CORNERS OR PER DOOR MANUF, ATTACH THRU FRAME AND BUCK INTO BLOCK W/ 1 1/4" MIN. PENETRATION INTO BLOCK WALL 2x4 P. L WOOD BUCK 70 CONC, 1/4'X2 3/4" TAPCONS m 12" O.C, < WITHIN 6" OF CORNERS DOOR FRAME rO 2x P, T, BUCK: SILL: T - 010 x 1 1/2" PH GP SMS CENTERED AT 6" FROM JAMB. HEA�)ERS: 8 - 1/4' x 1 1/2' LAG SCREWS CENTERED AT Co" FROM JAMB, JAMBS: 5 - 1/4" x 1 1/2" LAG SCREWS CENTERED AT 6" FROM HEAD AND SILL, SWING DOOR ATTACHMENT 2x4 F, 7- U00.0 BUCK 70 CONC, 1/4'X3 1/4" TAPGONS (STAGGER) SPACE m 12" O.C. t WITHIN 3" OF CORNERS. (MIN, 11/4" EMBED.) NOTE.. DOOR BUCK$ MUST BE W15PER THAN THE DOOR ✓4M€5 PER R-613,6, ROUGH OMJLl®O SCHEME GARAGE DOOR: R.O. FOR JARAGE DOOR /6 7NE SAME AS THE DOOR 61ZE (2 x 6 P. T, WOOD BUCK TO CONC) EXAMPLE: WO" x 8'O" DOOR SIZE. WO" x 8b" R.O, SLIDING GLASS DOOR: FOR 2 x 6 BUCK - ADD 3 1/4" ONTO WINDOW MANUF WI07N 4 l 5/a" ro NT FOR / x 6 BUCK - ADD / 3/4" ON70 WINDOW MANUF, WIDTH 7/a" TO Hi; SWING DOOR: FOR 2 x 6 DUCK - ADD 3 1/4" ONTO DOOR MANUF, 70 7A WIDTH W/ FRAME I 1.510" ONTO H7 FOR / x 6 BUCK - ADD 13/4" ONTO DOOR MANUF, TOTAL W10T4 W/ FRAME ! 7/a" TO N% EXAMPLE: 3'0" x 8'0" DOOR SIZE - SIZE W/ FRAME 3' 1 1/2" x WO 5/8" - R.O, SIZE 3'4 3/4" x 8'2 1/4" WINDOWS: FOR 2 x 6 BUCK - FOR 5/0" WINDOW FIN. ADD 2" ONTO r/P TO T/)= FIN W10774 $ NE/GNT, (VERIFY W/ MANUF-) FOR / x 6 BUCK - ADD 1/2" ONTO 7/P TO TVP FIN W/DTH NE/GN7. EXAMPLE: 3T' x 5'3" WINDOW SIZE - R.O. 512E 3'3" x 55" NOTE: CONTRACTL)R AND MASON TO VERIFY WINDOW MANUF. SPECS (FIN SIZE, WINDOW DIMENSIONS, ETC.) TO VERIFY R.O: DIMENSIONS. 5/8" drywall on ceiling. 2 x 4 or 2 x 6 Interior frame wall w/ etude at - I6" o.c, max. Add bik'g, 0 mid ht. Finish w/ I/2" drywall a wood base, a � y ' 4 ,enaaa�aaaa 4�z9, ; .wSTUCCO 4" BLK. WALL W/ r5 DOWELS i VERT. L -BARS IN FILLED CELLS a 12" O.C. sopa 36" WIDE x e" DEEP THK'p, FTG. W/ 05 BARS a 12" O.G. E.W. 1/299= ¶ 9 (OV0 Attach top plate to roof joist w/ (2) 16d nail$, Where applicable, Attach top plate to stud with (2) Ibd nails toe -nailed. Attach bottom plate to stud with (2) lbd nai7e3/16" x 3 1/2" Talocons at toe nailed. 32" o.c, on 4" cone. slab or floor trusses, II\1. 1 1� •\ \ III I (1)" OR COMPOSITE SE PLANS VERIFY WNDOJ RADIUS W/ MANUF. 3/8" EXT. GRADE PLYWOOD BOTH SIDES W/2x6 RADIUS BLOCKING BETWEEN s 6" O.C. FOR CORNER RADIUS PANELS. (3) 16d NAILS INTO EACH BLOCKING THRU PLYWOOD SIDES, ANCHOR 2x8 P.T. BLOCKING TO WALLS , BEAM W/ 3/16'x4" TAPCONS AT 6" O.C. STAGGERED. NAIL PLYWD. TO 2x8 W/ IOd m 4" O,C. - -I� - - - - - - - - - - -I- - CELLS 3/4"al'O" DATE : 12/12/16 DRAWN BY : p, me CHECKED : Mc REVISIONS : 2011 NEC 210.12 (A) Arc -Fault Circuit -Interrupter Protection, Dwelling Unite. All 120 -volt, single phase, 15- and 20 -ampere branch circuits supplying outlets Installed or devices In dwelling unit kitchens, famlly rooms, dining rooms, living rooms, parlors, Ilbraries, dens, sun rooms, recreation rooms, closets, hallways, laundy areas or similar rooms or areas shall be protected by any of the means described In the NEC 2011 210.12 (A)(1) through (6) 2011 NEC 406,12 Tamper-reaiatant receptacles In are required In dwelling unite In all areas as specified In 2011 NEC 406.12(A) through (C). All 125 -volt, 15- and 20 -ampere receptacles. Florida Building Code 5th Edition (2014) Energy Conservation C402.4.8 Recessed lighting. Recessed luminaires Installed In the bullding thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate of not more than 2,0 arm (0,944 L/a) when tested In accordance with ASTM E 253 at a 1,51 per (15 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and Oft IMLON pl"Immu'l %Cm (2) 1/0 / (U =1 In 2" c (2)1/0 4 (U 01 In 2" c - Par{I}I A Panel B 58A 50A main main ng MeterTT 77 panel panel (2) 250 MCM < (U 3/0 IN 2 1/2" C OR AS PER FPL Grade Under round •2 BARE WIRE IN 1/2" CD from FPIL TO APPROVEGROUND 6 COLD WATER PIPE ELECTRICAL PANEL A DIAGRAM scale SCHEDULE Service CIRC. DESCRIPTION POLE BRKR WIRE LOAD 1009. 1-3 Diacormecte as required utility 12 lighti �+ �+ (� 3 FREEZER 1 20 u u u ELECTRICAL PANEL A DIAGRAM scale SCHEDULE Service CIRC. DESCRIPTION POLE BRKR WIRE LOAD 1009. 1-3 REFRIGERATOR I 20 12 1.5 NO 3 FREEZER 1 20 12 1.5 NO 5 ICE MAKER 1 20 12 1.5 NO 1 SMALL APPLIANCE 1 20 12 1.5 NO S SMALL APPLIANCE 1 20 12 1.5 NO II SMALL APPLIANCE 1 20 12 1.5 NO 13 POOL EQUIP. 2 30 10 12,5 NO 15 GEN. LIGHTING / FANS I 15 14 NO Il RANGE 2 50 8 510 NO 19 SPRINKLER PUMP 2 20 12 2.5 NO 21 WATER HEATER 1 20 12 115 NO 23 2855 S,P, x 3 WATTS = 1 20 '12 8.6 NO 2 DRYER 250 B 8,0 NO 4-6I DISHWASHER / 015P, O 12 2,5 NO 8-10 OVEN 1 20 1,5 NO TOTAL. KW LESS 100% LOAD KW AIR HANDLER e 10096 - - PANFL A / FIRST 10 KW a 100% 10,000 REMAINDER a 40% 12,aO0 42.1 150 AMP, TOTAL 22,800 + 240 PROVIDE 95.0 1 AMPS PANEL B DIAGRAM / LOAD SCW=r)ULr- CIRC. DESCRIPTION POLE BRKR WIRE LOAD 10096 1-3 ACCU 61 2 40 10 No=9w m N/C 5-1 ACCU "2 2 40 10 Z 6! Q a N/C 9-11 AHU 01 2 60 6 10,0 YES 13-15 AHU 02 2 60 6 10.0 YES I1-19 21-23 2-4 RANGE 2 50 8 510 NO 6-S SPRINKLER PUMP 2 20 12 2.5 NO 10-12 WATER HEATER 1 20 12 115 NO 14 WATER HEATER 1 20 '12 1.5 NO 16 TOTAL KW LESS 100% LOAD KW AIR HANDLER e 1009, 20,000 PANEL B / FIRST 10 KW ® 100% 10,000 REMAINDER o 409, 1400 13.5 150 AMP, TOTAL 34,000 + 240 PROVIDE 141.6 I AMPS �o Switch a Entry F- W z o zm t � m z 2) OrWIll No=9w m 0 O�W Z Z 6! Q a 0 yZ c 0 n) Z fl- �u°a (L O m p 0 U C p a j a 9 DATE : 12/12/19, DRAWN BY: pe me CHECKED : MC //��REMIONS : /1\3/15/1 PER B,D. z F� "P DATE : 12/01/16 DRAWNBH : ;;., o CEECKED : MC REVISIONS � 6> 6 T� `gym N'0 Off" Q s q go t qF 9 Q z� z�0�mm`z� =m0� cpoj Ooma a lR 0 O V0 7o O., U YUfC (L -i U Q F DATE : 12/01/16 DRAWNBH : ;;., o CEECKED : MC REVISIONS BEARING LEGEND APPROVED TRUSS ANCHOR Br BUILDER PLUMB CUT CANTILEVER 12 (7 TRU55 END DETAIL HANOER LEGEND ALL 2x HAN&ER5 SHOWN ARE ITH AHU26 UNLE55 NOTED OTHERWISE. ' ALL 4x 5YS42 HANGERS 5HOHN ARE AHU46 UNLESS NOTED OTHERWI5E. ' TRU55 INSTALLER 15 RE5PONSIBLE FOR INSTALLING SPECIFIED HANGER FOR TRUS5 TO TRU55 CONNEGTION5 PER MANUFACTURER SPECIFICATIONS. ITH HANGER5 UNLE55 NOTED OTHERWISE erecting trusses are cautioned to seek professional AHU26 25 to prevent toppling and dominoing during erection, and AHU46 _ ® AHU28 14 directly to the top chords, they shall be braced at 24" o.c. 55R26 _ © AHU26-2 _ SL SSL26 _ OD AHU28-2 _ ® 55R46 _ O AOU526-2T _ FL SSL46 _ O AOU525-2T 2 TRUSS HANGERS BY BUILDER M5R26-2 _ O AOU526-37 _ NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY MSL26-2 O AOU525-3T _ WRITTEN AUTHORIZATION TH502 _ O 5TH422 _ HB 714503 _ O TG! -L: TGDL: 15 SPECIAL CONNECTION BY OTHER5 RECE1V7-D :,AR 0 71011 AppROVED FOR TRUSS LAYOUT ONLY NOTIOF- Field Bracing is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24" o.c. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at &'-0" o.c. max. Trusses shall be handled Hith reasonable care during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc. NOTE: Labeling trusses Is a service, not a requirement. Engineered drawings 5upercede labeling of trusses. It is the responsibility of the builder to utilize engineered droNinge when erecting trusses. Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to Hall connections are the responsibility of the builder. GENERAL NOTES 1, TRUSSES SPACED 24" ON CENTER, U.O.N. 2 ALL WALL, BEAM $ COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME /ALLEY FRAMING BY BUILDER. 5 BOT.= BOTTOM OF TRUSS FROM ELEV. O' -O" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS GUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION DE51ON GRITERIA: ASCE -I/10 WIND SPEED: 1'10 MPH BUILDING TYPE: ENCLOSED EXF05URE: B RISK CATEGORY: II ROOF LOADS FLOOR LOADS TGLL: 30 TG! -L: TGDL: 15 TGDL: BGLL: BGLL: BGDL: 10 - BGDL: TOTAL: 55 TOTAL: F INC,PZA5E1.25 O°5 E RA DEFLECTION 360/240 DEFLECTION a' 00000 F L A UUASITY TRUSS TEL_: (954) 975-3384 FAX: (954) 978-8980 3635 PARK CENTRAL BLVD P❑MPAN❑ BEACH, PL 33064 SHOP DRAWING APPROVAL THIS DRAWING IS THE SOLE SOURCE FOR FABRICATI❑N [IF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR EITHER LAYOUTS APPROVAL OF THIS LAYOUT IS NECESSAR BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND/❑R INDICATE TRUSS PLACEMENT, DIRECTI❑NS, DIMENSI❑NS, BEARING CONDITIONS PITCHES, SHAPES, OVERHANGS, CHIMNEY, CUPOLA LOADS AND C❑NNECTI❑NS SHALL BE SUPPLIED BY A/E OF RECORD, ONCEAIED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Approved By: Date: REV, REV1 REV; OU5TOMER, STEVE DAY DATE 1/21/11 SCALE 1/4"=1'-0" BY; GM SUB DIV ADDRESS 1161 PLANTATION LAKES . PORT 5T. LUGIE, FL COUNTYi 5T. LUG IE OE LUT/BLOCK MODEL SPEC HOUSE DNG N0. ELEVATION: I7HSO0ai JAN 2 7 1011 x-101. — O3<1 it