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HomeMy WebLinkAboutbuilding plansK PARCEL 4 (O.R.B. 1078, PG. 1659) CONSERVATION TRACT NO.1 1 I 1 N)RISDIC11ONAL r WETLAND r BOUNDARY r r CONSERVATION - EASEMENT (O.R.B. 3463, PG. 2630) ti� tip. i TYP. Y REpRCUUTION�UN Q,d BACK TO HEAOYK)8 G M \ PUMP TANK (12.68 GPM aECIRCULA11ON RATE) LOT 36 �J �i cP�99. `k6�` PROPOSED 576 SD FT DRIP DRAINFIELD (6 UNES 0 48-) TIP. EMITTER UNES (6 ®4S.) > 24 SEPERATION NETAFIM 'WNYZFNE FREE' MODEL #08WRAM.9-12500 GPH 0 el ?�B \\ & .h• 4y J• A NV DISCHARGE LINE FROM LINE FROM HEADWORKS IN PUMP TANK 1,000 SF UNOBSTRUCTED_/ \ GREEN OPEN AREA _ i CAULFIELD & WHEELER, INC. CIVIL ENGINEERING - LAND PLANNING LANDSCAPE ARCHITECTURE - SURVEYING 7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33434 PHONE (560-392-1991 / FAX (560-750-1452 BENCH MARK - PCP/NAIL ELEV.=10.48 PROPOSED AEROBIC TREATMENT UNIT -11ryCQ AA800 (800 GAL) \ AIR RELIEF VALVES \�Xmtoi§�lv*— 0 R.P. \ \ .49 LOT 38 Ssjr¢43F a / J4v cPj \ 43 'R=25.15' 0=84027'400 L=37.08i RIVERDEND LOT 37 L30UNDARY SURVEY 5T LUCIE COUNTY, FLORIDA MIN, SETBACK REQ. r --- - FRONTAO SIDES CNRSIDE V REAR —1U-- TEC t NORTH GRAPHIC SCALE 20 0 10 20 ( IN FEET ) k ADDED PROPOSED. SEPTIC AND FIN. FLR. ELEV. 12/19/16 CE PERMIT SKETCH 11 4/16 JS REVISIONS DATE BY N LO 1ATION MAP 6 ] 3 6 s ID bT TO SCALE 5 11 mo,� sEcnal 2� rower n mmlt RUKf a EAsr 2 p� 4 12 �Y 3 6} i M 43 14 tfi� 45 15 DOLu" WAY 42 RA76 -'AR � 47 1] ^ 4] 40 SAP I6 39 " w u 38 J4V 27 38 1 8 4 28 9 �1A 29 20 T� 35 30 POND 26 �9p 21 34 31 25 22 33 32 9SfRN�OR, I� 24 23 TURNABOUT LANE TYPICAL LEGEND O SET 5/8" IR/CAP LB 3591 D.E. - DRAINAGE EASEMENT I.P. - IRON PIPE LA.E. - LIMITED ACCESS EASEMENT CONC. - CONCRETE G.V. - GATE VALVE L.M.E. - LAKE MAINTENANCE EASEMENT COV. - COVERED P.P. - POWER POLE LM.A.E. - LAKE MAINTENANCE ELEV. - ELEVATION BLDG. BUILDING ACCESS EASEMENT ESMT. - EASEMENT N.R. - NOT RADIAL 00.00 DENOTES PROPOSED ELEVATION U.E. - UTILITY EASEMENT NO I.D.- NO IDENTIFICATION W.M. - WATER METER 0.0.00 DENOTES OF FLOW FUR - FLOOR Y.D. - YARD DRAIN CONDITIONER R.I.DENOTES EXISTING ELEVATION FIN. - FINISHED C BC - CATCH BASIN .I. - POINT OF INTERSECTION P.C. -POINT OF CURVATURE PROP. PROPOSEDTYP.- TYPICAL N G.V. - CITE VALVE P.C.0 -POINT OF COMPOUND CURVATURE R - RADIUS tF.H. - FIRE HYDRANT P.R.C. -POINT OF REVERSE CURVE P.T. -POINT OF TRANSITION R.P. - RADIUS POINT LP. - LIGHT POLE ®' STORM MANHOLE O.E - OVERHANG EASEMENT ® - SANITARY MANHOLE B.E. . BUFFER EASEMENT C.O. - CLEANOUMANHOLE _ O.R.B. - OFFICIAL RECORDS BOOK M.H. - MANHOLE - CENTERLINE PG. -PAGE SIN. -SANITARY WATER SERVICE L - ARC LENGTH ALUM. - ALUMINUM A - DELTA (CENTRAL ANGLE) P.C.P.-PERMANENT CONTROL POINT ■ P.R.M.-PERMANENT REFRENCE MONUMENT NOTE: • IMPROVEMENT5 5HOWN ARE PPOP05ED UNLE55 0THERWI5E NOTED. • DRIVEWAY5 ARE FOR GRAPHIC PURP05E ONLY AND NOT FOR CONSTRUCTION. 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL 2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A-FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR. 3. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988. 5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE SOUTH LINE LOT 37, HAVING A BEARING OF S3714'07"E. 6. THE DESCRIPTION SHOWN HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD. 7. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. FLOOD ZONE: X; COMMUNITY PANEL NO. 120285 0406 J ;DATE: FEBRUARY 16, 2012. 10. BENCH MARK: TIDAL BENCH MARK, ST LUCIE COUNTY: "872 2334 TIDAL 4", ELEVATION= 2.60. 11. ADRESS: 13312 NW BAYWOOD PLACE LOT 37, "RIVERBEND", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 67, PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA. SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. CONTAINING 24,173 SQUARE FEET / 0.5549 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON NOVEMBER 4, 2016. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRAC110E SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLOOMmAkARD OF PROgi'ilIMM SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES STATE OF FLORIDA -- LB #3591 DATE - 11 4 16 SCALE 1$1=20' FLD.BK. N/A- CHECKED BY DPL PAGE N/A FILE NAME 658707 11 6587 11 1 OF 1 SHEETS PARCEL 4 (O.R.B. 1078, PG. 1659) CONSERVATION TRACT NO.1 JURISDICTIONAL I WETLAND BOUNDARY 1 CONSERVATION EASEMENT (O.R.B. 3463, PG. 2630) u 356 LOI RESIDENCE i TIGHT DER POLE 01 LOT 38 S6' RESIDENCE 7¢¢3F N LOCATION MAP 3 6 B 9 10 NOT TO SCALE s &011 HSECTION 25. TOWNSHIP 37 S3RN, RANGE 40 DM 11 a 4 Rk 13 s'j t 1 44 43 4 G6� 45 15 RADCLIFFE RAY 42 �0 6 Q 42 46 41 F 17 0 y9 is 39 POND O38 sG4' 27 36 7 a.94 28 19 aao pj' 29 cL. 20 5 O 0 P POND 26 pf, 21 34 31 25 22 33 32 24 23 TURNABOUT LANE NW TURNABOUT LANE RIB / Qp / gYUU� ALUM. rye• 3�. GATE a / G V TYPICAL LEGEND / f G.V.O SET 5/8" IR/CAP LB CONC. DRAINAGE RCONCRETE EASEMENT G.V.-IRON GATEPIPE VALVE L.A.E. - LIMITED ACCESS EASEMENT - - �2qp, / Fp N L.M.E.LAKE MAINTENANCE EASEMENT POWER POLE COV. COVERED P.P. W'M' LM.A.E. -LAKE MAINTENANCE ELEV. -ELEVATION BLDG. -BUILDING / ACCESS EASEMENT ESMT. - EASEMENT N.R. - NOT RADIAL F.H. 00.00 DENOTES PROPOSED ELEVATION U.E. - UTILITY EASEMENT NO I.D.- NO IDENTIFICATION yam' �T T• / ��o DIRECTION OF FLOW W.M.-WATER METER Y.D. -YARD GRAIN 3/, 00 DENOTES EXISTING ELEVATION• -FLOOR A/C - AIR CONDITIONER h.. �. 4�1 / SS' FIN. - FINISHED C.B. - CATCH BASIN .�ll 00 1 / P.I. - POINT OF INTERSECTION PROP. - PROPOSED Rr `o / P.C. - POINT OF CURVATURE N G.V. - GATE VALVE /2 ��' g' p` +.0• / • �O' 4 P.C.0 - POINT OF COMPOUND CURVATURE R. - RADIUSAL tF.H. - FIRE HYDRANT P.T. C- POINT OF TRANSITION CURVE R.P. - RADIUS POINT ® _ 4 Gp op• y. / �• L.P. - LIGHT POLE STORM MANHOLE r o pS� / A)"�' `• „ICP,� O.E. - OVERHANG EASEMENT C.O. - CLEANOUT (2) - SANITARY MANHOLE Q� O.R.B. BUFFER OFFICIAL RECORDS BOOK M.H. -MANHOLE lQ - CENTERLINE V 2 O 6 PG._ SAN. - SANITARY WATER SERVICE L - ARCGLENGTH ALUM. - ALUMINUM p - DELTA (CENTRAL ANGLE) P.C.P.-PERMANENT CONTROL POINT a h0 / BFP -BACK FLOW PREVENTER ■ P.R.M.-PERMANENT REFERENCE MONUMENT 'boo ?A33• �noo k �s°e: IRRIGATION CONTROL VALVE IRRIGATION CONTROL VALVE J� / ,moo HAND / HOLE ¢9' SEPTIC \ O -LIDS h 1c`,rrT��kpC1 � ' /Vo�a�n1 �S BENCH MARK R�25•�5 „ EAI LEV./N0.48 CAULFIELD & WHEELER, INC. CIVIL ENGINEERING - LAND PLANNING f�} LANDSCAPE ARCHITECTURE - SURVEYING 7900 GLADES ROAD - SUITE 100 /f BOCA RATON, FLORIDA 33434 PHONE (561)-392-1991 / FAX (560-750-1452 R.P. N6;,.4 7V "449, RIVERBEND LOT 37 BOUNDARY SURVEY 5T LUCIE COUNTY, FLOKIDA NORTH GRAPHIC SCALE 20 0 10 ( IN FEET ) FINAL SURVEY 11/6/17 TKM FORMBOARD SURVEY 4/19/17 TKM ADDED PROPOSED. SEPTIC AND FIN. FLR. ELEV. 12/19/16 CE PERMIT SKETCH 11/4/16 JS REVISIONS DATE BY 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR. 3. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER iNSTRUMENTS OF RECORD. 4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988. 5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE SOUTH LINE LOT 37, HAVING A BEARING OF S37'14'07"E. 6. THE DESCRIPTION SHOWN HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD. 7. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. FLOOD ZONE: "X"; COMMUNITY PANEL NO. 120285 0406 J ;DATE: FEBRUARY 16, 2012. 10. BENCH MARK: TIDAL BENCH MARK, ST LUCIE COUNTY: "872 2334 TIDAL 4", ELEVATION= 2.60 11. ADDRESS: 13312 NW BAYWOOD PLACE 12. LATITUDE: 2713'17.15"N , LONGITUDE: 8097'41.27"W DESCRIPTION: LOT 37, "RIVERBEND", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 67, PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA. SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. CONTAINING 24,173 SQUARE FEET / 0.5549 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON NOVEMBER 4, 2016. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. 0 DAVID R LINDLEY, P:L.S, REG. LAND SURVEYOR #5005 STATE OF FLORIDA - LB #3P DATE 11 4 16 SCALE 1"=20' FLD.BK. N/A CHECKED BY DPL PAGE N/A FILE NAME 6587L37 11 6587 1 OF 1 SHEETS 1 JURISDICTIONAL ' 87 PARCEL 4 WETLAND (O.R.B. 1078, PG. 1659) BOUNDARY CONSERVATION TRACT NO.1 E cl CONSERVATION EASEMENT (O.R.B. 3463, PG. 2630) pL0 11.9 10.7 10.a LOT 38 S6�y¢43F 786,e" 0.3 11.9 10.0 A- �51 y� TYP. I' DISCHARGE LINE FROM HEADWORKS jar, TIP. I' RECIRCULATION UNE IN PUMP TANK 1? O BACK TO HEADWORKS IN 10, 6j ,i PUMP TANK (12.68 GPM �nC RECIRCULATION RATE) 4i' '•�• O �y PROPOSED AEROBIC TREATMENT UNIT LOT 36 �J ^ \B-I'Vg AABDO (800 GAL) / \` Ora, kpo \k6� `9• •• ` LOW PROPOSED 576 SO FT DRIP DRAINFIELD (6 UN ES 0 48') Yr. EMITTER LINES (6 0 48') > 24'Llo SEPERATION NETAFIM "MNYZENE FREE" MODEL 6UBWRAM.9-12500 GPH \ kh•\\ `\\ `\ / 1,000 SF UNOBSTRUCTED \ \ SB-2` 4v = EDI OPEN AREA - \ \ // 3C / pJ Ap• /cg' AIR RELIEF VALVES � / h N W.M. 6 �: �i 10.21 CAULFIELD & WHEELER, INC. CIVIL ENGINEERING - LAND PLANNING LANDSCAPE ARCHITECTURE - SURVEYING 7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33434 PHONE (560-392-1991 / FAX (561)-750-1452 BENCH MARK -PCP/NAIL ELEV =10.48 R.P. .4.9' �R=25.15' A--8477'40" L=37.W8 RIVERBEND LOT 37 BOUNDARY SURVEY 5T LUCIE COUNTY, FLORIDA / / G.V. G.V. CO. N 11.9 9.673i / / `dog, / °0• /llb NORTH GRAPHIC SCALE 0 10 20 ( IN FEET ) FORMBOARD SURVEY 4/19/17 TKM ADDED PROPOSED. SEPTIC AND FIN. FLR, ELEV. 12 19/16 CE PERMIT SKETCH 11 4/16 JS REVISIONS DATE BY N 6 LOCATION MAP 3 B 9 0 OT TO SCALE 5 t t A•oplq TOA191P 37 WrIK RNR,E 40 FAST 2 4 13 % 1 44 43 14 45 5 q RABCLIFFE WAY 42 .p� �P 47 46 .rpm 6 17 41 pb 35 POND NW TURNABOUT TANS D 38 27 \ C 28 A 19 J6 � LZ,+ � 29 20 30 26 *v21 34 31 25 22 33 32 24 23 - - - - - - _ - _ - _ I NN TURNABOUT LANE - I O SET 5/8" IR/CAP LB 3591 TYPICAL LEGEND D.E. - DRAINAGE EASEMENT I.P. - IRON PIPE LA.E. - LIMITED ACCESS EASEMENT CONC. - CONCRETE G.V. - GATE VALVE LM.E. - LAKE MAINTENANCE EASEMENT GOV• - COVERED P.P..- POWER POLE LM.A.E. - LAKE MAINTENANCE EIEV. - ELEVATION BLDO, - BUILDING ACCESS EASEMENT ESMT. - EASEMENT N.R, .- NOT RADIAL Op.00 DENOTES PROPOSED ELEVATION U.E. - UTIUTY EASEMENT NO I.D.- NO IDENTIFICATION -....- DIRECTION OF FLOW W.M. - WATER METER Y.D. -YARD DRAIN OO DENOTES EXISTING ELEVATION' �- -FLOOR FIN. - FINISHED A C - / AIR CONDITIONER P.I. - POINT OF INTERSECTION P.C. -POINT OF CURVATURE PROP. - PROPOSED C•B• - CATCH BASIN N O.V. - GATE VALVE P.C.0 -POINT OF COMPOUND CURVATURE N P.R.C. -POINT OF REVERSE CURVE TYP.- TYPICAL R.P- RADIUS tF,H. - FIRE HYDRANT P.T. - POINT OF TRANSITION N R . . - RADIUS POINT ®- STORM MANHOLE O.E. - OVERHANG EASEMENT LP. - LIGHT POLE ©- SANITARY MANHOLE B.E. BUFFER EASEMENT O.R.B. - OFFICIAL RECORDS BOOK C.O. - CLEANOUT M.H. - MANHOLE rL - CENTERUNE PG. - PAGE SAN. - SANITARY per% WATER SERVICE L -ARC LENGTH ALUM. -ALUMINUM A - DELTA (CENTRAL ANGLE) P.C.P.-PERMANENT CONTROL POINT ■ P.R.M.-PERMANENT REFRENCE MONUMENT 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VAUD UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR. 3. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988. 5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE SOUTH LINE LOT 37, HAVING A BEARING OF S3714'07"E. 6. THE DESCRIPTION SHOWN HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD. 7. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. FLOOD ZONE: X. COMMUNITY PANEL NO. 120285 0406 J ;DATE: FEBRUARY 16, 2012. 10. BENCH MARK: TIDAL BENCH MARK, ST LUCIE COUNTY: 0872 2334 TIDAL 4% ELEVATION= 2.60. 11. ADRESS: 13312 NW BAYWOOD PLACE LOT 37, "RIVERBEND", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 67, PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA. SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. CONTAINING 24,173 SQUARE FEET / 0.5549 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. CERTFYI I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON NOVEMBER 4, 2016. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH M CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. DAVID P. LINDLEY, P.L.S. REG. LAND SURVEYOR #5005 STATE 9F FLORIDA - LB #3591 DATE _ 11 ,4 16 SCALE 1"=20' IJD-BK.- N/A CHECKED BY DPL PACE - N/A FILE NAME 65871-37 6587 SHT.NO. 1 OF 1 SHEETS A R C H I Grol 1.441 N. RONALD LONGWOOD PH: 407-7' FAX: 407-7 www.abdesig ( ) FDEERFTIELD IN ( ) P E I9'2 FOR: 0 D CIFIC OM S F R � STAN ARD PA A Q MakingYou RigbtAtHorne F A 825 CORAL RIE>GE E>R_ CORAL SPRINGS, FL 33701 Tel= (954) 575-7300 x STATE • CERTIFIED BUIRIDA LDING CONTRACTOR: SQ.ET. CALC.'S INDEX OF DRAWINGS LIVING 36W 5Q. Fr. Z ? SHEET # DESCRIPTION STANDARD PACIFIC HOMES COVERED LANAI 208 sQ, �r. R COVERED ENTRY nO sQ. Fr. PG Cl COVER PAGE PG S1.01 GENERAL NOTES THESE PLANS AND ALL PROPOSED WORK PC GN GENERAL NOTES PC S1.02 TABLES ARE SUBJECT TO AN CORRECTIONS 825 CORAL RIDGE DR.REQUIRED BY FIELD I NSPECTORS THAT CORAL SPRINGS FL, 33701 COVERED PORTICO 65 sQ. FT. PG Al FLOOR PLAN PG S2.0IA FOUNDATION PLAN MAY BE NECESSARY NORDER TO TEL: (954) 575-7300 courrYARD I38 ea. FT. PG A1.2 WINDOW AND DOOR SCHEDULES PG S2.02A FIRST LIFT BEAM PLAN COMPLY WITH ALL AF PLICABLE CODES. GARAGE rI 463 5Q. Fr, PG A2A ELEVATION ,A , FRONT & REAR PG S4.01A ROOF FRAMING PLAN CONCEALED FASTEN RS OR ATTACHMENTS SUBDIV. PG A3A ELEVATION A', LEFT & RIGHT PG S5.01 SECTIONS AND DETAILS ARE THE RESPC NSI4IOF THE lITYO GARAGE x2 230 5a. FT. PG 4A COURTYARD ELEVATIONS: ELEVATION 'A' PG S5.02 SECTIONS AND DETAILS CONTRACT OFRECORDPG A5A DETAILS: ELEVATION °A" PG S5.03 SECTIONS AND DETAILS " PG S5.04 SECTIONS AND DETAILS RIVERF PG 5A.1 DETAILS: ELEVATION A LOT TOTAL ELEV. °A° 49m6 SQ. FT. PG S5.05 SECTIONS AND DETAILS PG D1 DOOR &WINDOW ORYAILS 12 }� �o�, • STATE OF FLORIDA PG D2 MONOLITHIC 1-STORY WALL SECTIONS AND MISC. DETAILS ti 1 : U. , ff ,n_� PROFESSIONAL ARCHITECT: PG El ELECTRICAL FLOOR PLAN PG E2 ELECTRICAL PANELS & RISER DIAGRAM PROJECT# JAMES CANTWELL PG P1 PLUMBING FLOOR PLAN /-lol -o I AR No. 12079 PG P1.1 PLUMBING SCHEDULE & NOTES ST. LUCIE COUNTY D ALDV4G DIMION 03303. PG Ml MECHANICAL FLOOR PLAN REVIEWED FOR co, IANCE MODEL: DATE A.B. DESIGN GROUP, INC. PLANS ANb PEP -MIT IusTBEICEPTONJOB YORKS_ 1441 NORTH RONALD REAGAN BLVD. OR NO INSPECTION I nLLBEMADE. PLAN 2' LONGWOOD, FLORIDA 32750 ELEVII�IC Tel: (407) 774-6078 Fax: (407) 7744078 GARAGE S RING] DESIGN CRITERIA: PAGE: • FLORIDA BUILDING CODE (FBC) 2014 RESIDENTIAL • FLORIDA FIRE PREVENTION CODE 5TH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2011 EDITION COVER • FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS •ALL LOCAL AND STATE CODES OCCUPANCY - RESIDENTIAL, GROUP R3 170 MPH EXPO •CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B ATE •BASIC WIND SPEED(VULT)- 170 MPH EXPOSURE C STATE OF F *I -STORY RESIDENCE - • -STORY RESIDENCE - MAX. HEIGHT AS PER Npv 2 LOCAL AND STATE CODES *SEE STRUCTURAL DRAWINGS FOR MORE INFO SPECIFIC PARAMETERS FROM FBC 2014 CH. R44 USED FOR MANSORY AND WOOD: . R301.1 EXCEPTION HIGH VELOCITY HURRICANE ZONE DESIGN IS BASED ON CHAPTER R44 FOR JA CAS MANSORY AND WOOD. • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-10 R I,, PLAN 09 DATE: FILES C ALE: AS Copy SHEET NC rr CI A R C N GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2014 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE AND IN CONJUNCTION WITH ASCE 7-10. 2. DESIGN LOADS; FOR DESIGN LOADS REFER TO STRUCTURAL DRAWINGS. 3. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BOURNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2014 EDITION. 4. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 5. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, 6. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES 7. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 8. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 9. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. A A M A A r^ 1. GARAGE DOOR A. DESIGNED TO MEET REQUIREMENTS SET FOURTH IN FBC 2014. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2014 SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2014, SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. SITE WORK 1 E 3. 4. a 6. 7. 8. 9. 10 REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS, DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS, LOT SPECIFIC PERMIT SETS OF DRAWINGS AND DETAILS ARE DESIGNED ON THE PREMISE THAT EXTERIOR SIDE WALLS OF THE BUILDING LOCATED A MINIMUM OF 5-0" AWAY FROM THE SIDE LOT PROPERTY LINE ARE UN -RATED AND IN COMPLIANCE W/ FBCR 302. ARCHITECT/ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR LOCATION OF BUILDING ON SITE. WHEN BUILDER LOCATES BUILDING W/ EXTERIOR SIDE WALLS LESS THAN 5'-0" FROM SIDE LOT PROPERTY LINE, A LEGAL DESCRIPTION OF THE LOT SHALL BE FURNISHED TO THE ARCHITECT/ENGINEER OF RECORD TO MODIFY AFFECTED DETAILS TO COMPLY W/ SECTION R302 FOR FIRE RATED CONSTRUCTION.. GENERAL NOTES: 1, GARAGE NOTES: PROVIDE PERMANENT SIGN ( WITH LETTERS NOT LESS THAN 1/2", READING: "DANGER DO NOT OPERATE ENGINES W/ DOOR CLOSED CARBON, MONOXIDE EMISSION IS LETHAL." POSTED ON INSIDE OF GARAGE DOOR. AS PER FBC 2014 SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. GARAGE BENEATH HABITABLE ROOMS TO HAVE R-11 INSULATION AT CEILING PER ENERGY CODE FORM. 2. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. 3. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL.. 4. BATH-TUB/SHOWER GLASS ENCLOSURES IF USED TO BE TEMPERED GLASS. 5. SHOWER HEADS SHALL HAVE ANTI -SCALD DEVICES. 6. ALL BATHROOM DOOR LOCKS SHALL BE DESIGNED TO PERMIT THE OPENING OF THE DOOR FROM THE OUTSIDE IN CASE OF EMERGENCY. 7. USE APPROPRIATE CEMENT BOARD, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 8. BATHTUB & SHOWER FLOORS & WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN SIX FEET ABOVE THE FLOOR. 9. BATHROOM FINISHED FLOOR SHALL BE OF IMPERVIOUS MATERIAL AS TILES. 10. FIRE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED IN WOOD CONSTRUCTION AS SPECIFIED IN FBCR SECTIONS R302.11 AND R302.12. 11. WALL AND CEILING FINISHES SHALL HAVE AFLAME SPREAD INDEX OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER SECTION R302.9. 12. STRUCTURE TO ADHERE TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR DAMAGE PROBABILITIES FROM WEATHERING AND TERMITE INFESTATION PER TABLE R301.2(1). 13. UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS.FBCR 302.7 14. EXTERIOR WINDOWS SHALL BE CAPABLE OF WITHSTANDING A FORCE OF 150 POUNDS APPLIED IN AN OPERABLE DIRECTION. 15. AN OUTSIDE WINDOW OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH 24" IN HEIGHT AND 5.7 SO. FT. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" AND NOT LESS THAN 24" OFF THE FLOOR WHEN SILL IS 6' A.F.F. PER FBCR 312.2.1. ALL WINDOWS SHALL BE PROTECTED W/ FLORIDA APPROVED NOA STORM SHUTTERS. 16. ALL INSULATION MATERIALS TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER SECTION R302.10. 17. WOOD WALLS WILL BE WATERPROOFED (WRAPPED) PER FBC 1403.2 AND FOLLOWING MANUFACTURES SPECS. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, e" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-06 TABLE R301.2(1) CLIMATIC ANn rFnr. RAPHIr nFclrN r.WTFIRIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY' SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER NDERLAYMEN D HAZARDSFLOOs AIR FRNDEX'G MEAN ANNUA Speed' Topographic (mph) effects(NA) Weathering e Frostline Termite` depth' TEMP" REQUIRED' NA See Fig. R301.2(4) NA Negligible NA HeavVery NA NA NA ABBREVIATIONS ABV. ABOVE FR. DR. FRENCH DOOR A/C AIR CONDITIONING FTG. FOOTING R. RISER ADJ. ADJUSTABLE RAID. RADIUS ALT. ALTERNATE GA. GAUGE R.A.G. RETURN AIR GRILL AMP. AMPERAGE GAR. DISP. GARBAGE DISPOSAL REF. REFRIGERATOR G.F.I. GROUND -FAULT INTERRUPTER RM. ROOM BD, BOARD GL. GLASS R.O. ROUGH OPENING GYP, BD, GYPSUM BOARD CL CENTER LINE S.C. SOLID CORE EXT DR CAB. CABINET H.B. HOSE BIB S.D. SMOKE DETECTOR CLG. CEILING H.C. HOLLOW CORE S.H. SINGLE HUNG CLR. CLEAR HDR. HEADER SHT. SHEET CONC. CONCRETE HGT. HEIGHT SHTHG. SHEATHING CPT. CARPET SHWR. SHOWER C.T. CERAMIC TILE INSUL. INSULATION SIM. SIMILAR INT. INTERIOR SL. SLIDING D. DEL. DRYER DOUBLE LAV. LAVATORY SL. GL. SLIDING GLASS D.G. DUAL GLAZED LUM. LUMINOUS STD. SWS STANDARD SHEAR WALL SECTION DIA. DIAMETER DIM. DIMENSION M.C. MEDICINE CABINET TEMP. TEMPERED GLASS DISP. DISPOSAL MFR. MANUFACTURER THK. THICK DP. DR. DEEP DOOR MIN. MINIMUM T.O.C. TOP OF CURB D.S. DOWNSPOUT M.T. MTD, METAL THRESHOLD MOUNTED T.O.P. TOP OF PLATE DTL. DETAIL MTL. METAL T.O.S. TOP OF SLAB D.W. DISHWASHER TYP. TYPICAL EA. EACH N..S. NOT TO SCALE U.N.O. UNLESS NOTED OTHERWISE ELEV. ELEVATION O.C. ON CENTER V.P. VAPOR PROOF EQ. EQUAL O.H. OPPOSITE HAND EXH. EXHAUST W. WASHER EXT. EXTERIOR PL PROPERTY LINE W/ WITH P.B. PUSH BUTTON WD. WOOD FX. GL. FIXED GLASS PH. PHONE WDW. WINDOW F.G. FUEL GAS PLT. PLATE W/H WATER HEATER FIN. FINISH PLYWD. PLYWOOD W.1. WROUGHT IRON FLR. FLOOR PR. PAIR FLUOR, FLUORESCENT P.T. PRESSURE TREATED DOOR / WINDOW GLAZING NOTES: RE: FBC 5TH EDITION (2014) FLORIDA BUILDING CODE 1. ALL GLASS DOORS/WINDOWS SHALL COMPLY WITH CHAPTER 24 OF THE F.B.C. 2. SEAL TIGHT WITH SEALANT, ALL JOINTS BETWEEN ALUMINUM FRAMING AND EXISTING ROUGH OPENINGS. 3. DIMENSIONS SHOWN ON PLANS, ELEVATIONS, AND/OR SECTIONS DENOTE UNIT SIZES. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ROUGH OPENING DIMENSIONS AT JOB SITE AND COORDINATE WITH WINDOW MANUFACTURER, CONTACT ARCHITECT IF ANY DISCREPANCIES ARE FOUND, BEFORE PROCEEDING WITH THE WORK. 4. EXTERIOR SLIDING DOOR / WINDOW MANUFACTURER SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION, 5. ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RESISTANT MEETING ALL APPLICABLE CODES AND REGULATIONS. (FBC SECTION 2406) 6. ALL GLAZING WITHIN 24" TO AN ADJACENT DOOR SHALL BE TEMPERED, CAT. II, SAFETY GLASS. ALL WINDOWS, MIRRORS OR GLASS ENCLOSURES AT OR WITHIN 60" OF TUBS AND SHOWERS WITH SILLS LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED, CAT. II, SAFETY GLASS. 7. WINDOWS ADJACENT TO SHOWERS OR TUB MUST BE OF CATEGORY II SAFETY GLAZING. 8. TEMPERED GLASS SHALL. COMPLY WITH 16 CFR 1201 AS PER F.B.C. TABLE 2406.2(1). 9. GLASS SHALL COMPLY WITH ASTM C 1036 REQUIREMENTS FOR FLAT GLASS TYPE I AND II AND GSA DD-G-451C STANDARD FOR GLASS, FLAT AND CORRUGATED, FOR GLAZING MIRRORS AND OTHER USES AS PER F.B.C. CHAPTER 24. 10. INSTALLED GLASS SHALL NOT BE LESS THAN QUALITY INDICATED PER FBCR R612.3 AND F.B.C. CHAPTER 24. 11. DOORS, BATH AND SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SQUARE FEET (0.84 M 2) IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY II GLAZING PRODUCTS AS PER F.B.C. TABLE 2406.2(1). 12. ALL GLASS TO BE MONOLITHIC IMPACT GLASS WITH SOLARBAN 70XL LOW-E. Gr�c LONIII PH: 407 FAX: 407 www.abdes A.B. DESI DRA_F I 1191 EAST CENTER DRV DEERFIELD BE (954)482-C r SUHDIV. RIVED: LOT PROJECT 0330� MODEL: Y0 RK� "PLAN 2 ELEVATL GARAGE RIG PAGE: GENE NOT 70 MPH EXP ARCHR STATE OF I Nov � a/ r P Lt1IjN DATE: 0 C- S C ALE: SHEE} R C N I _w (K j WALL LEGEND INTERIOR BEARING WALL EXTERIOR � BEARING WALL SEE ELEVATION FOR BEAM HEIGHT FULL HALF ROUND AS R R C 3 _6 AND ,SMALLER 3'-7" TO 7'-0" V FY W/ PLAN VERIFY W/ PLAN vtMir 7 wi rrLAN TYP ® ARCH DETAILS SCALE: 1/4" 1'-0" NOTES: WHEN AN 8" OR 12" RADIUS HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN CLOSE PROXIMITY (WITHIN V-,a") THEY NEED TO ALL HAVE THE LA RCsER RADIUS. 3-1/2" /2" 1/2' N 1'-2" 0 I— Q DOUBLE ly TOP PLATE U PARTITION ELEC. OUTLET PER WALLELEC. CODE AT PARTITION END ® ]KITCHEN ISLAND tlV FL® —rHIL IlJ COUNTED TOP SCALE: 1/2"=1'-0' a -ter yi-cG ---o 1 ENTRY T ®WEER PLAN UCL�E��S�®�Y CLAN AT COVERED LANAI (TYP. FOR ALL ELEVATIONS) w a 6� S r N O BATH##44 10'-8" L Ow O N N W 68' -011 14'-3" 17-311 7' 1" 7'-2" 8"v 15'-II" 8' 6 '-10" 21'-9" 12'-4" 8'-101, 6' I° 6'-2" v TT �D SS all 111 2'-5" r (PAVERS) 10'-au CLG. 5 N v @ m _' v `� N N m - VARIES COVERED 1 �'" ll'-8" m 6' 6 1/2 �' — _ — — — — —E-1 f-------VA IL 1 o1 LANAI CASUAL 4" -BATH 5 R DINING 10a Era. ' 10'-8" CLCs. -2 4° 3 j CLUB RM. _ 3 "-' _6 0 4 MASTER a II'-4" CLCs.- tYPIL /2" — 71-10" — — 7'-(T" CAT II 4 ROOM N BED l SAFETY GL. - L II'-4" GLCm. TYP SHOWER 0 C0 ® N v I ENCLO. II ----------- - - - -� I I 4 � �� �_ II_8 GLCs.— _ aIT U 6" RECESS all s 17 -7 4-6 2 -I 4 -9 m 6 4'-4 8'-0" cr) S v 1 O I I I I 4- - - - - - - - - - - -- 0 = 1 z w _ L A 1 0 � v t' YP'I I , �-- AI �N -2"1- - - jt lu 121- II; >C 4" 411 4" 4 O GREAT ROOM I yJ 1 �- 0 - O 3'-4" 1'-a" 5'-10" m 3'-11" �� 5 -11" MAST R I�Im I 1IB4T LCx. PAN. Lu o 1 > o > �, W.I.C. �� 34 v2" H. 14 -2 6 -0 1 PARTITION S KNEE ALL COUNTER all all 4 1 4' 0 KITCHEN 1'-11/2" lU NBUTLER' @ (TUB O I1'-0' 2 3 12'-3" 5'i(D" 12'-10" '� II U (!� -' 1 IQI/JI 4 8 4"R-SHar Im (DECK y 1 34 1/2" H. �r BEDROOM C#4 L I vENO REF. a" in - - - ry I I Im'-2" 71LED -- -------a ---� - KNEE ALL m n ARCH - 9 v x O.H.0 42' O.H.0 3 1 -0" m II 1'-2" ARCH - 3 3 - L - - t—L21-2111 a= � --- _ O.H.S. 61 Im'-8" CLCs. 2 _0 ARCSH_0 4" N W.I.C. m 3„ - - - 3 4 -a- (KI 7 _O" t 7 -9" 4 3 S 10'-S" CLG. 2'-0" m v 4 - - - - - 2'-a" 4'-II" 3'-2" 2'-9" - -0" 6' ARCH �8 T �p SEATI2 W O F 4" LAUNDRY 7'-11 �' 12'-0" 44 3'-6" 1'-9" 5� l�� tt 3_1" 6' w - - 0 10'-a" CLG. 0" d I I I O 6" 4" FOYER 1 = 1 CJ -11 - a N II'-4" CLG. = I ` R-SH W.I.C. IV m Iuu PT4DR m lul I 0 a" IQI @ 1 DINING (Ym 10 -8 CLG. _ N a 41 I 1 II'-4' CLCs. m v v a -4 m ® I 20 MIN. GN 6 4" g„I I F.R. DR. R-I1 v AR 7'-6" 4" d 3' 0 Issi4'-11° �q 4,11 " 4" 4 I I INSULATION 6 ' ca 7'-I" - MAX. 11/2' O A III-8" STEP FROM a AH 4" 4" H 7iRCFT L-------- J " 3'-2" 4'' _ = TOP OF = "2 3'-m" - - - - J cp THRESHOLD 3 " �p c� 2'-10" 2' 10 ------ -- ---- v - - 5'-1' W.I.C. I� N --- --- 5'-7" v I BATH-,Q o �r 03 4 L 4'-3 4'-3" 5'-7° 5'-II" 10'-8" GLCs (PAVERS) 3 COURT N L' IL COVERED 1 1 4 YARD o� °a w ENTRY III- YARD (OPEN 10'-8" CLG. I�1-' DRAIN y @ ABOVE) �� L22x m 7 tt w I<19 2 SLOPE (ATTICS I m AAA 1 4 I/8"/ FT. BATH 3 p 4" 4" 1 LT1' C s� � O m a a 10'-8" GLCx. 5'-7" 3'-0" BEDROOM #3 0'-8" GLCti. v O 5'-11" Zi I1'-4" 3 7 4'_5" 31_4" R-SH ARC(-�%%% 8 t I � � g'-0" 2'-all BEDROOhj 10'-a" CLG. 4 LINE OF I a „ WALL „ ABOVE � 12' -01, ` L--- ECsRESS A 6'-a" 6'-a" 4 N N \ 6" RECESS 1\ CAT II WH SAFETY GL. SHOWER & ENCLO. "2 2'-8" BOLLARD \ ` (SEE STRUCT. :)LUGS.) f22x3m 7 30' x 30" IATTIC STOOP L4��E$SJ - v p GARAGE #I 10'-8" CLCx-8" CLCs. MTL STUD 4 DRYWALL BUILD OUT FROM CLG. TO 30" A.F.F. (FOR ELECT. PANEL) all 21'-4" HB I LPL----- � - a, all - 5'-0" all 1 4' 4' - 2' 8" — — — — — DI 1( -011 CL u- 4" 1-4/ b LINE OF I - SLOPE 2" WALL �,0 r N PORTICO ABOVE u FLOOR PLAN 18'-2" CL Im'-aLC.L " ELEVATION AI 10 DIA. I PRECAST SCALE: 1/4' I'-0" - - - HALF COL. O O I N N I d4- 4'-I..41_1 1_a1 4" 31_811 _41 31_511 1 _6 31_511 181-4" 18'-a" 68'-0° i /G rc D 1 N. RONAL LONG W001 PH: 407= FAX: 407- www.abdesi A.B. DESI( DRAFTII 1191 EAST CENTER DRIV DEERFIELD BE) (954)482-01 SUBDIV. RIVER] LOT PROJECTA 03303 MODEL: YORKS "PLAN 2 ELEVATP GARAGE RIG PAGE: FJLO1 PL� 61,70 MPH EXP STATE CC I Gov �i JAMS CA 'RNO1 PLAN Oc DATE: SCALE: AE +�Ti.%:a INTERIOR DOOR SCHEDULE DOOR # O DOOR SIZE TYPE REMARKS WIDTH HGHT D18 21-ro° 1 8'-0' SWING DI9 2'-4' 8'-0' SWING D20 2'-4' 8'-0' SWING W/ SIM. MARBLE THRESHOLD D21 2'-6" 8'-0" SWING D22 2'-4' 8'-0' SWING W/ SIM. MARBLE THRESHOLD D23 2'-4' 8'-0' SWING D24 T-0' 8'-0' SWING D25 2'-6" 8'-0" SWING D2ro 2'-8" 8'-0" SWING W/ SIM. MARBLE THRESHOLD D27 '- SWING D28 2'-4' 8'-0' SWING W/ SIM. MARBLE THRESHOLD D29 2'-4" 8'-0" SWING D30 2'-6" 8'-0" SWING D31 2'-8' 8'-0' SWING W/ SIM MARBLE THRESHOLD D32 2'-0' 8'-0' SWING W/ SIM. MARIDLE THRESHOLD D33 3'-0" 8'-0" SWING D34 2'-W 8'-0" SWING W/ SIM. MARBLE THRESHOLD D35 2'-6° 8'-0' SWING D36 T-4' 8'-0' SWING D31 2'-6" 8'-0" SWING W/ SIM. MARBLE THRESHOLD D38 NOT USED p39 2'-Co' V-0' SWING D40 T-8' 8'-0' SWING W/ALUMINUM THRESHOLD, SHALL BE SELF CLOSING, SELF LATCHING 20 MIN. FIRE RATED: 1-3/8' SOLID WOOD OR HONEYCOMB STEEL PER FBCR 3025.1 ALL HARDWARE IS TO COMPLY WITH FLA. STATUTES CHAPTER 553, PART V FLA ACCESSIBILITY CODE 4,13,9 IN REFERENCE TO I -NAND GRASPABILITY AND 175CA-201 SECTION 309.4 EGRESS DOORS SHALL BE READILY OPENA5LE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. FBCR 2014, R311.2 NOTE: MASONRY ROUGH OPENING SIZES FOR WINDOWS AND DOORS SHALL FOLLOW MANUFACTURE'S SPECIFICATIONS FOR MASONRY CONSTRUCTION. EXTERIOR OPENING SCHEDUL DOOR/WDW. CAH # © ® DOOR SIZE TYPE ROUGH OPNG, (WxH) ZONE REMAR WIDTH HGHT DI 16'-0" 8'-0" O.HD 1921X96" 5 D2 8'-0" 8'-0" CAD 96"X96" 5 D3 2) 3'-0 8'-0" DBL FR DRS 18 I/2"X99 1/2" 4 WITH ALUMINUM THRESHOL EMERGENCY MEANS OF E 2014, OPERABLE IRON W/ IMPACT DESIGNATED CAPE PER FBC GLASS D4 2J 3'-0" 8'-0" DBL' FR. DRS 114 3/4"X99 I/2' q WITH ALUMINUM THRESHOL LIGHTS EACH SIDE W/ I6" SIDE D5 10'-0' 8'-0' SG.D 122'X96' 5 WITH ALUMINUM THRESHOL DCo 4 Dl NOT USED DS T-8" 1 8'-0" FR OR 38 1/2"X99 I/V 4 WITH ALUMINUM THRESHOL D9 THRU 0145 NOT USED DI6 15'-0' 8'-0" STACK SJ3.D 182"X06" 4 S.G.D. AT CASUAL DINING THRESHOLD / ALUMINUM D17 9'-0" 8'-0" STACK 5�3.D 110'X96' 4 S.G.D. AT CASUAL DINING THRESHOLD / ALUMINUM A 26 SH 3811XZCo' 5 ELEV."A' B 25 SH 381X63" 5 ELEV. "A' C 24E SH 38'X591/2' 4 D H34 SH 21 1/2'X50 5/8' 4 CAT II SAFETY GLAZING E H34 SH 2-1 1/2'X50 5/8' 4 CAT II SAFETY GLAZING F H34 SH 2Z 1/2'X50 5/6' 4 G 24E SH 38'X591/2' 4 H 25 SH 381X63" 4 1 25 SH 381X63' 4 U 25 SH 381X63' 5 K (3) 26 SH / SH / SH 112"Xlb" 5 L 32"X26" FX GL 33"X27' 5 AT CLERESTORY M 32"X26" FX GL 33'X21' 4 AT CLERESTORY N 32"X26" FX GL 33'X27' 4 AT CLERESTORY O 32'X26" FX GL 33'X2T 5 AT CLERESTORY P (3) 25 SH / SH / SH 112'X63' 4 Q NOT USED R 25 SH 38'X63' 5 S 25 SIH 38'X63" 4 T H34 SH 21 1/2'X50 5/8' 4 CAT 11 SAFETY GLAZING U 361X60" FX GL 37'X6P 4 CAT 11 SAFETY GLAZING V 36'X24' FX GL 3TX25' 4 CAT II SAFETY GLAZING W 32'X63" FX CsL 33"X'14" 4 ARCH TOP, TRUE RADIUS, CAT I SAFETY GLASS X 32'X63" FX GL 33'X14' 4 ARCH TOP, TRUE RADIUS, CAT ij SAFETY GLASS Y 32"X63" FX GL 33'X-14' 4 ARCH TOP, TRUE RADIUS, CAT 11 SAFETY GLASS Z H34 SH 2-1 1/2'X50 5/8' 4 AT COVERED ENTRYCAT II SA TY GLAZING AA H34 SH 2-1 1/2'X50 5/8' 4 AT COVERED ENTRY BB 19'X42' ,FX GL 20'X43' 4 ARCH TOP, TRUE RADIUS ELEV. A, ENTRY TOWER CC 19'X42' FX GL 20'X43' 4 ARCH TOP, TRUE RADIUS ELEV. k, ENTRY TOWER DD THRU RR NOT USED SS H36 SH 21 1/2"X76" 5 BAY WINDOW AT MASTER BEDR OM TT (3) 26 SH 113"X'16" 5 BAY WINDOW AT MASTER BEDR OM UU H3ro SH 211/2'Xl6" 5 BAY WINDOW AT MASTER BEDR OM NOTE: MASONRY ROUGH OPENING SIZES FOR WINDOWS AND DOORS SHALL FOLLOW MANUFACTURE'S SPECIFICATIONS FOR MASONRY CONSTRUCTION. Go LONGVVM PH: 407-i FAX: 407= www.abdesil A.B. DESIG DRAMP 1191 EAST CENTER DRIVI DEERFIEL.D BEA (954)482-09 SUBDIV. RIVER] LOT PROJECTO, 0330g MODEL: YO RKti "PLAN 2 E LE VATI GARAGE 1 RIG PAGE: DOOI WINE SCHE] no MPH EXF STATE of Nov DATE: 01 SHEET AT ROOF PLAN ELEVATION "A" ROOF VENTILATION CALCULATION PER FBC 1203.2 REQUIRED VENTILATION: 22_I= 1.53 S.F. SOFFIT VENTILATION PROVIDED: .105 SF./L.F. x 32 LF. = 336 SF, GENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PROVIDES .105 S.F. OF VENTILATION PER LINEAR FOOT COVERED LANAI ROOF VENTILATION CALCULATION PER FBC 12032 REQUIRED VENTILATION: 9�6� 0.64 S.F. SOFFIT VENTILATION PROVIDED: .105 SF./L.F. x 10 L.F. = 1.05 Sr-. GENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PROVIDES .105 S.F. OF VENTILATION PER LINEAR FOOT COV. ENTRY 8001E ROOF VENTILATION CALCULATION PER FBC I= REQUIRED VENTILATION: 151 SF, = 1.01 S.F. 150 — SOFFIT VENTILATION PROVIDED: .105 SF./LF. x 58 L.F. = 6.09 SF, GENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PROVIDES ,105 S.F. OF VENTILATION PER LINEAR FOOT SOFFIT LEGEND VENTED SOFFIT R-20 SPRAY FOAM INSULATION. SEE DETAIL SHEETS FOR SPEC. VENTED UNCONDITIONED AREA ROOF VENTILATION CALCULATION PER FBC 120 2 REQUIRED VENTILATION: 46—'' 3.08 S.F. SOFFIT VENTILATION PROVIDED: ,105 S.F./L.F, x 52 L.F. = 5,46 S.F. GENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PROVIDES .105 S.F. OF VENTILATION PER LINEAR FOOT r ROOF VENTILATION CALCULATION PER FM 12M.2 REQUIRED VENTILATION: 230 SF. = 1.53 S.F. 150 SOFFIT VENTILATION PROVIDED• ,105 S.F./L.F. x 10 LF. = 4.41 S.F. GENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PROVIDES .105 S.F. OF VENTILATION PER LINEAR FOOT +1 RAISED STUCCO 5AND INGs SM. CRICKET PRECAST TRIM CONCRETE COVERED FOAM ai.J.C-� �enlw� 34.3/-43.0 12 4 12 4T WOOD — — — FRAME t ARCH I I A8 I 5 I I B5 i j CC 2 38.5/-418 38,5/-41.5/ 37.0/-40.3 i Dui 43 5 FLAT OR "5'-STYLE TILE ROOF FAUX CHIMNEY 413 - - - - - - 5A I� — — — 12 I 4 12 A2 �. 2.55 . ---- -- — — —� PRECAST TRIM W/ TILE INSET FRONT ELEVATION SCALE: 1/4' • l' -O" 12 4 1 40.1/_43.4 40.1/-43.4 40.1/ 43. - I I I I m I I I C AIR ELEVATION SCALE: 1/4"= I' - 0" 32.5/-35.8 ji i�nnu���nn0� 1 HID 32.5/ 34.3/-43.0 i HGxT. 2" BOND 1 a ENTRY W/ I EVERED TRUSS -10" HGaT. EL. IC' 8" T.O. 5OND 5EAM WOOD FRAME ARCH +I" RAI ED STUCC 54NDINCs ALI EL. 01- " FIN. FLR. S A5 EL. -0' 8" FIN- GaR DE EL. 12 50ND COV. L I .� ;1019 UO _• _T-3m EL. 0'-d" FIN. FLR. SL 5 EL. -0 - FIN. GRADE a A R C M A Da 1441 N. RONAU LONG WO01 PH: 407= FAX: 407- www.abdesi, A.B. DESK DRAFTII 1191 EAST CENTER DRIV DEERFIELD BEF (954)4820. SUBDIV. RIVERF LO T ; PROJECT# 03303. MODEL: YORKS- "PLAN 2' ELEVATIC GARAGE S RIG] PAGE: E LEPVT. FRO YV r YEA MPH EXPO ARCH 3TATEOF F ivov lr DfE TE: 09/ A �� SC S P9 A2 ' A R C N I EL. 12'-8" T.O. _ BOND BEAM 0 COV. LANAI EL. 10'-8' T.O. BOND SEAM EL. S'-0' WINDOW HaT. SS EL. 18-2' 50NO _ BEAM 9 ENTRY W/ CANTILEVERED TRUSS FAUX CHIMNEY- EL. 10'-8' T_O, 5OND 5EAM a FLR SLAB EL. FIN. GRADE 37.1/-48.5 - O - WOOD FRAME ARCH I D CII 011 34.1/-3i3 CRICKET I, 3'-0' I, 12 4 1 � ~ 382/-41.5 382/-41.5 38.8/-42.0 3i.1/-40.3 31.1/-40,3 3"I.I/-403 O O O LEFT ELEVATION SCALE: 1/4' = I' - 0' 3l3%/-440b u / RIGHT ELEVATION SCALE: 1/4" = I' -0' O31.1/n-403 - — — � ) 37.1/-403 O — 3' - +I' RAISED STUCCO SANDING BOND BEAM 'm ENTRY W/ CANTILEVERED TRUSS EL. 10' -8" BOND 5E FIN. GRADE EL. 12'-8' T.O. 50ND 5EAM �4 COV. LANAI 1 EL. 10'-8' T.Q. BOND BEAM 1-4" UU 31.I/-45.5 —� 3i8/-500 _ EL. 0'-0" FIN. FLR SLA5 EL. -0'-8" FIN. GRADE Gro LONGWOOE PH: 407-1 FAX: 407-' www.abdes4 A.B. DESK DRAFTIP 1191 EAST CENTER DRIVI DEERFIELD BEA (954)482-M o F y0. A F 00 SU RIVERI LOT PROJECT/ 03303 MODEL: YORKS "PLAN 2 ELEVATI( GARAGE RIG PAGE: ELEV LEI & RI( STATE OF I /VoV.pi 0f S C ALE: SHEET A I A R C H I �Gro .441 N. RONALI LONGWOOC PH: 407- i FAX: 407= www.abdesig AA #: 0( DRAM A.B. DESK DRAFTO 1191 EAST CENTER DRIVI DEERFIELD BEA (954)482-09 SUI BDIv RIVERF LOT PROJECT# 03303 MODEL: YO RKS "PLAN 2' ELEVATI( GARAGE RIG. PAGE: COURT E LE VA'l E LE VA " A �70 MPH EXPI STATE OF F D09 6Qr4w-- 12Ew"?, SHEET A 4I 11_1' 31-0. 11_111 N iv \ 2- 2 1/z" 1 1/a° 41 = 511 N N N 51_2" N = N � � N tT n' 3 5 11 Tj-,j 51/2' ELEVATION 51/2 1 DETAIL A 1 SCALE: 111 2" 12'-2' PROFILE FINISHED DECOR METAL CAULK ALL ATTACHMENT POINTS DETAIL A� SCALE: 3/4 1'-0" QII JJN PROFILE DETAIL A SCALE: 3/4 4'-0 1/2" 4'-111 4'-0 1/2" v V 1 J ry 1/z" 1. 1011 r 3" it I/2" 4' 3'-81/2" — 4'-1" V-81n' 4' iv ELEVATION NOTE: • DETAILS INSTALLED PER MANUFACTURER'S RECOMMENDATION. • DETAILS SHALL HAVE TRADITIONAL LOOK AND SMOOTH FINISH U.N.O. • DECORATIVE SHUTTERS TO BE HIGH DENSITY FOAM. • DETAIL TO BE PRECAST OR FOAM/EPS. • MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR APPROVAL. • WINDOW SILLS/TRIM, WATERTABLE, DECO COLUMNS TO BE CONCRETE COVERED FOAM ON THE FIRST FLOOR, FOAM W/STUCCO FINISH ON THE SECOND FLOOR± EAVE MOLDING TO BE FOAM W/STUCCO FINISH INCLUDING FAUX BALCONY BALUSTRADES - DECO HAI PRECAE COLUM T`I'P. RAKE SOFFIT DECO CROWN MOLDING LINE OF EVE 4 WALL BEYOND ELEVATION ^ DETAIL SCALE: 2 / PROFILE ELEVATION WINDOW OR SHUTTER (SEE ELEVATION) DETAIL A5 SCALE: 3/4 = I'-0" PROF I L E A WINDOW OR SHUTTER ISEE ELEVATION) 4" \ N Rie C ELEVATION PROFILE R4K: 6X�o DECO TILE �l PROFILE "A11 II1� 0 � • 9 d lm�,��l1 041 6X6 DECO TILES INSET A `v � N 11_011 n G 1/2" z" /N � C -- B 4. SW 4' (V N R%+ I-0 411 51_QII A 4 ELEVATION DETAIL A� SCALE: 3/4 ECO HALF PRECAST COLUMN 3'-0. 3'_0 6 T v v a °Oo/X o00,,00�e — b��o`4 �j:. 0 0/ '� o/ c o .o� oo�.°Oc�o'{° 'cam /O ooe j oo� o : DEC ✓' I o ... ..o-�� a o �1oONeOOo •— N c 'i G ° 3. K 000` ao.X0o�'�, C 31, 4' 1 NOT USED DETAIL IJ®'� 1b PROF I "A11 X6 DECO LES INSET N � N J HALF \\ ECAST OLUMN A R C H I 11 N. RONALI LONGWOOE PH: 407 FAX: 407- www.abdesil A.B. DESIC DRAFTI P 1191 EAST CENTER DRIVI DEERFIELD BEF (954)482-0c- Sul BDIV. RIVERF LOT i PROJECT# 03303, MODEL: YO RKS. "PLAN 2' ELEVATI( GARAGE E RIG - PAGE: DETA E LE VA "A L1170 MPH EXP( STATE CIE Ph N 09 DA E SCALE: AS SHE791 ro @4L-K-tiED NOTE: • DETAILS INSTALLED PER MANUFACTURER'S RECOMMENDATION. • DETAILS SHALL HAVE TRADITIONAL LOOK AND SMOOTH FINISH U.N.O. • DECORATIVE SHUTTERS TO BE HIGH DENSITY FOAM. • DETAIL TO BE FREC45T OR FOAM/EFS. • MANUFACTURER TO PROVIDE SHOF DRAWINGS FOR AFFROVAL. • WINDOW SILLS/TRIM, WATERTABLE, DECO COLUMNS TO BE CONCRETE COVERED FOAM ON THE FIRST FLOOR, FOAM W/STUCCO FINISH ON THE SECOND FLOOR*-- EAVE MOLDING TO ESE FOAM W/STUCCO FINISH INCLUDING FAUX BALCONY BALUSTRADES._ 1 PLAN VIEW IX2 PT. TOF OF BOX 2X6 STUD (SEE STRUCT. DUGS.) CRICKET PRE. ENG. TRUSS (SEE STRUCT. DWGS.) SHEATHING (SEE STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE). TRUSS CONNECTORS --- (SEE STRUCT. DWGS. FOR TYPE AND ATTACHMENT) FIRE. ENS. TRUSS (SEE STRUCT. DU N N It CHIMNEY CAP (SEE ELEVATIONS FOR STYLE) (TO BE PROVIDED BY STUCCO TRADE) FRAMED CRICKET A.B. DESK DRAM 1191EAST CENTER DRIV DEERFIELD BE) (954)482-0! ti 0. h A Q F A SUBDIV. RIVER LOT PROJECTI 0330, MODEL: Y0 RK�z "PLAN rr ELEVATI "sARAGE RIG PAGE: D]E` j ELEW f9 1170 MPH EXF ARCHr STATE OF M m C H I Go LONGWOOC PM: 407-7 FAX: 407- www.abdesi€ A.B. DESIG DRA 7M 1191 EAST I CENTER DRIVE DEERFIELD BEA (954)482-09 SUBDIV. RIVERI LOT PROJECTy} 03303 MODEL: YORKS "PLAN 2 ELEVATI( GARAGE RIG PAGE: DOC 8c WIND ATTACH] DET� 6170 MPH EYPI AROW STATE OF F Nov z s s • ROOF SHEATHING ( SEE STRUCT. DWGS, FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE). EMBED. STRAP (SEE STRUCT — FOR TYPE, SIZE, N OF NAILS 4 DETAILS). WHEN USING SPRAY FOAM INSULATION PROVIDE INSULATION BAFFLE BETWEEN TRUSSES ® BLOCK WALL PRE-ENG WD. TRUSS 24' O.G. MAX. METAL BIRDSTOP TO COMPLETELY SEAL EAVE (AT BARREL TILE ONLY) GALV. METAL DRIP EDGE Ix2 P.T. 2x8 PRE -PRIMED 5PRUC SEE FASCIA (SEE STRUCT. FOR ELEv. ATTACHMENT) STUCCO SOFFIT a UNDERSIDE OF TRUSS TAILS (ELEVATIONS A, C 4 D) NOT LE56 THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1' 4 FAST W/ 3/8' HEAD GALV. NAILS (2 PER TRUSS MIN.) PROVIDE CONT. 3' WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT 1/8' MAX OPNG. ONLY WHERE INDICATED ON ROOF PLAN. THROUGHOUT ALL ELEVATIONS. AS PER FBC R80ro. FORMED AND POURED CONCRETE SILL (SEE STRUCT. DWGS. FOR REINF.) Q�_U 2 COATS, }" THICK STUCCO q ju FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER p ATTACHED PER MANUF. RECOMMEND.F- FINISH GRADE CEMENTITIOUS TILE OVER "50 — FELT TO CONFORM W/ ASTM D 226, TYPE 01 OR ASTM D 486% TYPE 01 STANDARDS IX2 P.T. FIRE -STOP a CLG. R-20 SPRAY FOAM INSULATION R-VALUE TO MEET MIN. CODE REQUIREMENT AS SET FORTH IN FBC 2014 1/2' HIGH STRENGTH RIGID DRYWALL IST, FLR. BFI HGT SEE ELEVATIONS BOND BEAM (SEE STRUCT. pWGS FOR SIZE AND — —` METAL BIRDSTOP TO COMPLETELY REINF.)_ SEAL EAVE (AT BARREL TILE ONLY) WDW HD. HGT. SEE ELEv. GALV. METAL DRIP EDGE PRECAST LINTEL (SEE STRUCT. DWGS. FOR SIZE AND REINF.) { Ix2 P.T. FALSE BOTTOM TRUSS WHERE 012x8 PRE -PRIMED SPRUCE APPICABLE FASCIA (SEE STRUCT. FOR IX2 P.T. FIRE -STOP AT ATTACHMENT) AT 8'-0" AFF, STUCCO SOFFIT ® UNDERSIDE OF TRUSS R-4,1 FOIL INSULATION j TAILS (ELEVATION B) NOT LESS THAN WINDOW ATTACHMENT AS 1/2" TOTAL THICKNESS OVER FELT MTL. PER MANUFACTURERS II LATH. LAPPED NOT LESS THAN 1" 4 FAST SPECIFICATIONS i S" CMU (SEE STRUCT DWG5. ] MI .) HEAD GALV. NAILS (2 PER TRUSS CONT i FOR VERT. AND HORIZ. REINF.) VENTS PROVIDE MESH 3' WIDE SCREENED VENTS W/ WIRE MESH CORROSION Ix2 P.T. FURRING RESISTANT 1/8" MAX OPNG. ONLY WHERE STRIPS 6 24' O.C. INDICATED ON ROOF PLAN. 1/2' GYP. WL. BD. THROUGHOUT ALL ELEVATIONS. AS PER WOOD BASE N z 4 FBC R806. Qw i Ix2 P.T. FURRING STRIPS 4 2 COATS, J" THICK STUCCO FINISH J, 0'-0" FIN. FLR O APPLIED DIRECTLY ~ TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. _�� f4 MONOLITHIC CONC. FOOTING FINISH GRADE (SEE STRUCT. PLANS FOR e SIZE AND REINF.) NOTE: PROVIDE TERMITE p P ° TREATMENT BELOW SLAB -STORY BLOCK WALL SECTION SCALE: 3/4'=1'-0" ROOF SHEATHING (SEE STRUCT. CEMENTITIOUS TILE OVER nO DWGS. FOR PLYWOOD SHEATHING, FELT TO CONFORM W/ ASTM D 226, NAILING SPACING AND TYPE). TYPE "1 OR ASTM D 486% TYPE 01 STANDARDS 2x4 INSULATION STOP BETWEEN EACH TRUSS WITH I" MIN SPACE WHEN USING SPRAY FOAM BETWEEN INSULATION AND ROOF INSULATION PROVIDE SHEATHING INSULATION BAFFLE BETWEEN TRUSSES g BLOCK WALL EMBED. STRAP (SEE STRUCT FOR R-20 SPRAY FOAM TYPE, SIZE, " OF NAILS 4 DETAILS). INSULATION R-VALUE TO METAL BIRDSTOP TO COMPLETELY MEET MIN. CODE SEAL EAVE 'AT BARREL TILE ONLY' REQUIREMENT AS SET FORTH IN FBC 2014 PRE-ENG WD. TRUSS 24" O.C. MAX. FLR. BRG. HGT SEE ELEVATIONS 1/2' HIGH STRENGTH RIGID DRYWALL GALV. METAL DRIP EDGE IX2 P.T. FIRE -STOP SEE ELEv. g CLG. Ix2 P.T. 2x8 PRE -PRIMED SPRUCE BOND BEAM (SEE STRUCT. FASCIA (SEE STRUCT. FOR SIZE, DWGS FOR SIZE AND REINF.) MATERIAL AND ATTACHMENT) STUCCO SOFFIT ® UNDERSIDE OF TRUSS TAILS NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8" HEAD GALV. NAILS (2 PER TRUSS MIN.) PROVIDE CONT. 3' WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT I/a' MAX OPNG. ONLY WHERE INDICATED ON ROOF PLAN. THROUGHOUT ALL ELEVATIONS. AS PER FBC FI (—A_--� CANTILEVER TRUSS SECTION SEE WINDOW SCHEDULE FOR WINDOW TYPE SOLID SURFACING --- MATERIAL SET IN FULL BED OF CONSTRUCTION ADHESIVE SEALANT G PERIMETER (TYP.) 1/2 IN, GYPSUM WALLBOARD Ix2 P.T. FURRING - STRIPS g 16" O.G. SCALE: 3/4" =1' -0" (NON —FIRE RATED ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE P.T. WOOD BUCK. SEE / STRUCTURAL PLANS FORMED AND POURED CONCRETE SILL (SEE STRUCT. DWGS. FOR REINF.) S.H. WINDOW SILL AT EXTERIOR WALL ROOF SHEATHING (SEE STRUCT, DWGS. FOR PLYWOOD SHEATHING, NAILING SPACING AND TYPE). WHEN USING SPRAY FOAM INSULATION PROVIDE INSULATION BAFFLE BETWEEN TRUSSES A BLOCK WALL EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, N OF NAILS 4 DETAILS). PRE-ENG WD. TRUSS 24' O.C. MAX. (NON —FIRE RATED) STUCCO SOFFIT 0 UNDERSIDE OF TRUSS TAILS (ELEVATIONS A, C NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATI LAPPED NOT LESS THAN 1' 4 FAST W/ 3/6' HEAD GALV. NAILS (2 PER TRUSS MIN.) PROVIDE CONT. 3" WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT 1/8' MAX OPNG. ONLY WHERE INDICATED ON ROOF PLAN. THROUGHOUT ALL ELEVATIONS. AS PER FBC RS06. AL STUDS DRYWALL T PIPE E BOARC 'ER VENT C iH FLOOR C. SLAB INSULATION PROVIDE INSULATION BAFFLE 13ETWEEN TRUSSES a BLOCK WALL ROOF SHEATHING ( SEE STRUCT, DWGS. FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE). Ix2 P.T. 2x8 PRE -PRIMED SPRUCE FASCIA (SEE STRUCT. FOR SEE ATTACHMENT) ELEV. STUCCO SOFFIT 6 UNDERSIDE OF TRUSS TAILS NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL t LATH. LAPPED NOT LESS THAN I" 4 FAST W/ 3/8" HEAD GALV. NAILS (2 PER TRUSS MIN.) PROVIDE CONT, 3' WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT 1/8" MAX OPNG. ONLY WHERE INDICATED ON ROOF PLAN. THROUGHOUT ALL ELEVATIONS. AS PER FI3G R806. BOND BEAM (SEE STRUCT. DWG5 FOR SIZE AND REINF.) I 2x4 P.T. NAILER PRECAST LINTEL (SEE STRUCT. DUGS. FOR SIZE AND REINF.) 2 COATS, J' THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. 8' CMU (SEE STRUCT DUGS. N q C w FOR VERT. AND HORIZ. REINF.) — ul ;1�7 FINISH GRADE O CEMENTITIOUS TILE OVER "90 FELT TO CONFORM W/ ASTM D 226, TYPE 01 OR ASTM D 486% TYPE 01 STANDARDS OUTRIGGERS (SEE STRUCT, DWGS. FOR SIZE 4 ATTACHMENT) R-20 SPRAY FOAM INSULATION \ R-VALUE TO MEET MIN. CODE REQUIREMENT AS SET FORTH IN FBC 2014 PRE-ENG WD. TRUSS 24" O.G. MAX. J IST. FLR BRG. HGT L WDW HD. HGT. FALSE BOTTOM TRUSS WHERE APPICABLE i1 I/2" HIGH STRENGTH RIGID DRYWALL r IX2 P.T. FIRE -STOP AT CLG. 4 AT 8'-0' AFF. R-4.1 FOIL INSULATION WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS FORMED AND POURED CONCRETE SILL (SEE STRUCT. DWGS. FOR REINF.) Ix2 P.T. FURRING STRIPS A 24' O.G. 1/2' GYP. WL. BD, WOOD BASE Ix2 P.T. FURRING STRIPS OL 0'-0' FIN. FLR 10 P FIN I -STORY BLOCK WALL SECTION (NON- FIRE RATED) NV I k: I T i'IC.H!_ WALL O=L, I IVN SHOWS CONSTRUCTION METHODS. DETAIL INDICATES SOFFIT CONSTRUCTION AND UN -INSULATED ATTIC UNCONDITIONED ROOF SOFFIT DETAIL SCALE: 3/4" =1'-0" SECTION ELEVATION a' CMU (SEE STRUCT DWGS. FOR REINF,) � DRYER VENT BOX TYPICAL DETAIL SCALE: 1 1/2"= I'-0- ROOF SHEATHINGS SEE STRUCT. DWGS. FO PLYWOOD SHEATHING, NAILIN SPACING AND TYPE). Ix2 P.T. SEE ELEv. CONT. METAL TRACKS, TOP 4 BOTTOM BRIG. HGT. ` SEE FLOOR PLAN 1/2" HIGH STRENGTH RIGID DRYWALL METAL STUDS 24" O.C. W/ FULL LENGTH LAYER OF 1/2" GYPSUM WALLBOARD ATTACHED TO EACH SIDE a 12' O.C. NOTE: 1/2" MILDEW RESISTANT DRYWALL OR DENSHIELD OR EQUAL AT ALL TU55 AND SHOWERS SECURE BOTTOM TRACK WITH — 1" X .143 DIA. POWER ACCUATED FASTENERS WITH 3/4" WASHERS, 32" O.0 MAX AND 8' MIN FROM EACH END CONC.SLAB 0'-0" FIN_ FLR 2x8 PRE -PRIMED PRUCE FASCIA (SEE STRU 7, FOR ATTACHMENT) STUCCO SOFFIT 6 U DERSIDE OF TRUSS TAILS NOT L SS THAN 1/2' TOTAL THICKNESS VER FELT MTL. LATH. LAPPED NO LESS THAN i" 4 FAST W/ 3/6' HEAD ALV. NAILS (2 PER TRUSS MIN.) P OVIDE CONT, 3" WIDE SCREENED NTS W/ WIRE MESH CORROSION RESISTANT 1/6' MAX OPNG. ONLY HERE INDICATED ON ROOF PLAN. TH OUGHOUT ALL ELEVATIONS. AS P R FBC R80ro. WHEN USING SPRAY FOAM INSULATION PROVI E INSULATION BAFFLE BETWEEN TRUSSES 9 BLOCK ALL 2x4 F.T. NAILER 2 GOATS, �' THICK S UCCO FINISH APPLIED DIRECTL t0 MASONRY OR S NE VENEER ATTACHED PER MANUR RECOMMEND. 8' CMU (SEE STRUC DWGS. FOR VERT. AND HORIZ. REINF.) FINISH GRADE NOTE: PROVIDE TE ITE TREATMENT BELOW 5 AE TRUSS TYR INT. WALL METAL STUDS SCALE: 3/4" BRG= I' -0" RIVEL LOT ?AGE: ✓IONO. WA] SECT & DET ►O MPH 0 ARCH STATE OF E Novi/, SCALE: 3" =1' -0" ELECTRICAL LEGEND SYMBOL DEFINITION NOTES EQUIPED WITH GROUND 125V OUTLET FAULT INTERUPTER / 20 AMP (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND 110v OUTLET FAULT INTERUPTER (TAMPER RESISTANT TYPE) 110v OUTLET EQUIPED WITH GROUND 1/2 OF OUTLET FAULT INTERUPTER WIRED TO SWITCH (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND FAULT INTERUPTER 110V OUTLET (TAMPER RESISTANT GFI TYPE) �LLI/ �JJ 220V OUTLET 4 WIRE CONNECTION EXTERIOR CiN WATERPROOF OUTLET GROUND FAULT wF W/ PLASTIC INTERRUPTER BUBBLE COVER SWITCH SWITCH 3-WAY OPER �4 SWITCH 4-WAY OPER. SWITCH DIMMER WALL MOUNTED LIGHT CEILING LIGHT OVP VAPOR PROOF LIGHT OO RECESSED CAN O 4" MINI -RECESSED CAN VENT. FAN I CFM PER SQ. FT. 1 CFM PER i VENT. FAN W/LIGHT SQ. FT. 6 3 BULB LIGHT STRIP 0� � 2' LIGHT STRIP 4' LIGHT STRIP p � 2-5ULB WRAP ® 4'FLUORESCENT LIGHT AROUND 2' RECESSED 2-5UL5 WRAP FLUORESCENT LIGHT AROUND SECURITY SYSTEM ® PANEL STRUCTURED CABLE © PANEL INCLUDES (b OUTLET 0 PANEL METER SD SMOKE DETECTOR B W/TP HARDWE IR - INTERCONNECTED BATT. BACK-UP W/ SD,4Cp HARDWIRE INTER - CARBON MONOXIDE/ CONNECTED SHALL SMOKE DETECTOR COMBO BE A DISTANCE OF NOT LESS THEN 4" FROM WALL I, TELEPHONE JACK WATER HEAT. W/H DISCONNECT A/C AIR COND. DISCONNECT TV TELEVISION JACK ®5' AF.F. CEILING BOX REQ. TO BE SUPPORTED IN O J-BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQ.TO PROVIDE FAN BOX BE SUPPORTED IN OF W/ 3-WIRE FOR ACCORDANCE W/ BOX OPTIONAL FAN MARKED AS SUCH FOR INSPECTION PREWIRE FOR KP ALARM SYSTEM AK AUDIO CONTROL VOLUME CONTROL KEYPAD bp.8 PUSH- BUTTON FOR CHIMES EXTERIOR WALL IRR IRRIGATION TIMER AND MOUNTED WEATHER CONTROL BOX PROOF LOW VOLTAGE BOX EXTERIOR WALL THERMOSTAT MOUNTED WEATHER O PROOF LOW VOLTAGE BOX EXTERIOR WALL PHONE / DATA MOUNTED WEATHER BOX OX VOOLLTAGE BOF CHIME CHIME, VERIFY MOUNTED HEIGHT IN FIELD FLOOD LIGHT PENDANT LIGHT UNDER r----y CABINET LIGHTING VOLUME ® CONTROL DROP COORDINATE SPEAKERS INSTALLATION W/ MANUFACTURER VOLUME COORDINATE CONTROL INSTALLATION W/ MANUF' TURF WALL MOUNTED TV COORDINATE PRE -WIRE IN5TALI.ATION W/ IMANUF TU COORDINATE -------- OVER CABINET INSTALLATION W/ LIGHTING MANUFACTURER ELECTRICAL NOTES I. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) NFPA-70, THE LATEST EDITIONS OF ALL LOCAL CODES, RULES AND ORDINANCES HAVING JURISDICTION AND FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS. 2. ALL EQUIPMENT, DEVICES AND ELECTRICAL EQUIPMENT MUST BE APPROVED BY UNDERWRITERS LABORATORY (U.L.), OR ANY NATIONAL RECOGNIZED TESTING AGENCY. 3. IT IS NOT THE INTENT OF THESE PLANS TO SNOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER 4. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. 5, ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 6• A. ALL CONDUCTORS SHALL BE COPPER TYPE THWN OR AN ALUMINUM EQUAL ALTERNATIVE EXCEPT AS OTHERWISE NOTED. B. MINIMUM WIRE SIZE SHALL BE 014 A.W.G. UNLESS OTHERWISE NOTED. C. LOAD CENTERS AND PANELBOARDS: a. CURRENT CARRYING BUSES SHALL BE COPPER GROUND BUS BARS SHALL BE COPPER. b. ALL CIRCUIT BREAKERS INSTALLED IN PANELBOARDS SHALL BE BOLT -ON. c. ALL CIRCUIT BREAKERS INSTALLED IN LOAD CENTERS SHALL BE PLUGS- IN. cl. ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. e. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE CIRCUIT BREAKERS. F. A.I.C.. RATINGS SHALL BE AS INDICATED ON PANEL50ARD SCHEDULES. t- WIRING METHODS: A. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. B. ELECTRICAL NONMETALLIC TUBING (EMT), WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE 15 ACCEPTABLE FOR USE; WITH INTERIOR BRANCH CIRCUIT WIRINGS CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. C. TYPE MC (METAL CLAD) CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRINGS FOR CIRCUITS 20 AMPS OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILINGS AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. D. TYPE NM (NONMETALLIC SHEATH) CABLE WITH INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS AND CONCEALED IN WALLS OR ABOVE CEILING AND AS APPROVED BY THE AUTHORITY HAVING; JURISDICTION 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL, TELEPHONE AND CABLE UTILITY COMPANY REPRESENTATIVE, SERVICE ENTRANCE LOCATION AND ANY OTHER REQUIREMENT. 9, SERVICE ENTRANCE ELECTRICAL EQUIPMENT SHALL BE AS SPECIFIED ON PLANS. ALL OTHER DEVICES DOWNSTREAM OF MAIN BREAKER TO BE 12K AIC RATED UNLESS OTHERWISE NOTED. 10. BEFORE ANY ELECTRICAL EQUIPMENT INSTALLATION, CONTRACTOR Sk4LL FIELD VERIFY THE_§IZE OF THE FEEDERS AND OVER CURRENT PROTECTION DEVICES WITH MANUFACTURER'S EQUIPMENT SPECIFICATION. 11. PROVIDE DISCONNECT SWITCHES FOR A/C EQUIPMENT AND PUMPS PEI, MANUFACTURER'S RECOMMENDATIONS. 12. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GFI) AS PER NEC 210-8(a). THIS SHALL INCLUDE BATHROOMS, GARAGES, OUTDOOR RECEPTACLES, KITCHENS AND AT WET BAR SINK ARE, AS APPLICABLE. 13. PROVIDE COMBINATION TYPE ARC FAULT PROTECTION CIRCUIT BREAKER (AFCI) FOR OUTLETS INSTALLED IN ALL DWELLING UNITS ROOMS, EXCEPT FOR KITCHENS, BATHROOM, GARAGE, UNFINISHED BASEMENTS AND ROOMS OR AREAS NOT SPECIFIED IN SECTION 210-12. PROVIDE DEDICATED NEUTRAL WIRE FOR EACH ARC FAULT CIRCUIT BREAKER. 14. PROVIDE PRE -WIRED TELEPHONE AND CABLE TV OUTLETS AS SHOWN ON PLAN OR AS IDENTIFIED ON OPTIONS SHEETS, 15. SMOKE DETECTORS SHALL HAVE A SELF CONTAINED BATTERY BACK UP AND BE CONNECTED TO LIGHTING CIRCUIT AHEAD OF SWITCHES. ALL SMOKE DETECTORS WITHIN THE HOUSE SHALL BE INTERCONNECTED FOR SIMULTANEOUS OPERATION, AND SHALL BE ON AN ARC FAULT CIRCUIT INTERRUPTER. SIVGLE STATION SMOKE DETECTORS SHALL BE INSTALLED MIN 3' FROM ANY A/C REGISTER, BATHROOM OR KITCHEN DOORS. CONTRACTOR SHALL vERFY IN FIELD 16. HYDROMASSAGE BATHTUBS SHALL BE INSTALLED AS PER NEC 680 a. ACCESSIBILITY SHALL BE PROVIDED AS PER NEC 680-13 b. ALL METAL PIPE SYSTEM, METAL PARTS OF ELECTRICAL EQUIPMENT, AND PUMP MOTORS ASSOCIATED WITH THE HYDROMASSAGE TUB SHALL BE BONDED TOGETHER USING A COPPER BONDING JUMPER, INSULATED, COVERED OR BARE, NO SMALLER THAN r 8 SOLID AS PER NEC 680-14 11, ELECTRICAL DEVICES SHALL BE MOUNTED AS NOTED BELOW, UNLE55 SPECIFICALLY NOTED OTHERWISE: a. GENERAL PURPOSE RECEPTACLES: 10" AFF TO BOTTOM OF FIXTURE b. LIGHT SWITCH: 44" AFF TO BOTTOM OF FIXTURE Ia. LIGHTS LOCATED ABOVE SHOWER OR BATH TUB SHALL BE SUITABLE FOR WET LOCATION (SHOWER TRIM). le. ALL RECEPTACLES SHALL BE TAMPER RESISTANCE. 20. A MINIMUM OF 159. OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS OR A MINIMUM OF 15% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY NIGH EFFICACY LAMPS. EXCEPTION: LOW -VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO UTILIZE HIGH -EFFICIENCY LAMPS. 21. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED. F5C-R402A5. FAULT CURRENT CALCULATION FPL TRANSFORMER 100 KVA Fla (100 KVA) = 411 A 0 24OV,10: I LET THRU = 411/Z(1.(o) = 42,779A IT IS: +l NUMBER OF CONDUCTORS PER PHASE: 2 CONDUCTOR LENGTH 'L': 40' CONDUCTOR C VALUE: 7,493 F= 2 x L x I = 2X40X42.775 = 1.9023 C x EL-L 1,493 x 240 _ 1 _ M 0.3445 I + F I + 1.9023 15CA= AVAILABLE FROM UTILITY x M = 42,779 x 0.3445 = 14,139 AMPS USE 22K, A.I.C. RATED AT THE SERVICE USE 10K, A.I.G. RATED AT PANELS A HB M -5 26 62 \`J� CsFI — /52 U 5I0 r uAg AS — 44' I - J / - — - _ ��l A.F.F B2 — �' AI5 AI5 `\ 'l `�6 B6 Ba \ COVERED 1' I �J � AI I � - - - -- --�I BI?J I �� ��_1v Ba 58 CASUAL \� I MASTER e tv Ba v`� DINING BEDROOM CLUB RM. I I 11 56 1 ATH 5 1 1 - F Be A9 AI5 AI5 MA / 1 B2 BI0 WP ' / / Bi0 CxFI--------� Ag ��52 56 AI7 0 AM �\l �J B2 TYP.�' _---- / Al J A29 A2OAFC1 — — — - C \`JAI5 AI5�� �sFl a m Arl 13 S.D. BI0 — F B� B2 GREAT ROOM I IOUTLET FOR o1 DW OO 'AB4 B4 Bl0 AI9 U AI7B4rVAI5 AI5 AltGFI Ale I �TLET FOR Ht. PE. All B10� DISP.MANUF. Tv( SWITCH FOR SPEC. A;. I ' \ � -- B5 j DISP. FOR A5-11 41 W.I.C. INSTALLED AI HOOD N INSIDE CiFI KITCHEN CAB � A15 ��---rL__� �, AM 4 3 L B4' AI9 \\`�� �C, A13 F44- BEDROOM #4 / J OUTLET Ali �`'� A.F. , OVEN FOR MICRO vPl / DBL. I Q--— 85 �`� x�5rY A5 REF. AlAI z � �I Kry � Alg ,-�� �3 A CFI MASTER �IFA-I - BATH Y P 1 s 55 5D I \ GFI 55 ' LAUD i B5 W I. C. ALA PANEL s A21 116" 4F . Car l (m A21 �I 35 m 1 S/CO a 1 1 67 5-7� Bt � J- 57 a/ Pi AHU-"2 57LLI s Q � -- VP BUILT- IN I A40,42 _ Z DISCONN /Bt UILT-IN 3 W.I.C. 53 BATH 9 It �� - I I - VP 53 ' 53 53 B3 -' T� P A213 BATH #3 AFCID i / v53 53 BEDROOM #3 r� 53 IAI3 I I; - - - - I S A9 \ W.I.C. / - ` A13 A13 -7 I I A13 I -� / \ 54 1 I I 11 DINING �54 vP FOYER ATI 1 / Al3 AI3 A2444"A -P. \ 4 P.S. FOR 2 CAR P.B. FOR I CAR GARAGE OPENER DR.v GARAGE DR. A13 NAS L -- OPENER WALL MOUNTED I LIGHT W/SWITCH IN ATTIC 4 V �' A26 — — — A26 A2� -/ GARAGE #1 MA-5 WP I GFI *` !COURT A20 WALL MOUNTEDV`�1A26 YARD � CLG. OUTLET LIGHT W/sWITCH IN ATTIC COVERED ENTRY % UP GFI MA-5 L--- --L wH A6,8 WH MA-5 WP � GFI �f MA-1,3 NEMA 3R 'COND.' i Q k IA-2,4 AT4T A2& 'Q MA-6 SPRINKER METER FIELD c4 VERIFY LOC. Bi A244 COACH LIGHT ORTICO A2(o 44"A.FF.GARAGE #2 / 17- / I ( A24 f IIL JI A24 A22 I WALL MOUNTED CLG. _ I LIGHT W/sWITCH OUTLET / IN ATTIC - — — J A26 F51-- BIB- — / COACH P:B. FORLIGHT COACH CHIMES UJP LIGHT ------ GFI 5 A 6 - A26 COACH J / ELECTRICAL FLOOR PLAN SCALE: 1/4' = 1'-0" A29 O TYP. 51 AFCI 0=� S.D. I -t- LJ II BI BEDROOM #21I LB A26 I A R C Go LONGWO01 PH: 407- FAX: 407- www.abdesil A.B. DESK DRAFTH 1191 EAST CENTER DRIV DEERFIELD BEE (954)482-0! FU4 1 A Q C r SUBDIV. RIVER. LOT PROJECTI 0330t- MODEL: YO RK�z "PLAN < ELEVATI GARAGE RIG PAGE: ELECT FLOOR C MPH EXF ARCS STATE Cr- SC Nov A Q A R C N 1 N. RONAU LONGWOO[ PH: 407-7 FAX: 407- www.abdesip A.B. DESK DRAFTY 1191EAST CENTER DRIV DEERFIELD BEE (954)482-Of Los SUBDIV. RIVER LOT PROJECT 0330' MODEL: YO R]KEQ "PLAN 12 ELEVATI GARAGE RIG PAGE: ELECT] PANEL; RISI DIAGI 70 MPH EXF AFK:IW STATE OF Nov 2, fL 1\ Oi D E. S S A R C H I GATE VALVE (TYf .) H.W. NEAT TRAP ROUTE PIPING TO DRAIN ON GRADE VACUUM RELIEF VALVE EXPANSION TANK TEMP 6 PRESS. RELIEF VALVE- A.5.M.E. ROUTE PIPING FULL SIZE TO DRAIN PAN. D15GHARGE SHALL BE INSTALLED IN A MANNER THAT DOES NOT CAUSE PERSONAL INJURY TO OCGUPANTS IN THE IMMEDIATE AREA OR STRUCTURAL DAMAGE TO THE BUILDING, TEMP. CONTROL VALVE TP WATER HEATER DETAIL (T I N.T,S. LAV. 2 WC BATH �I3 2' 3' AIR ADMITTANCE VALVE DISH. WASHER <� LAv. <1 POWDER '.. LT. RM W.G. ILA\, 2° 3" 2" VtRJL 2" 3" 1/ LAUNDRY 3" 2' /, WR 2 " S I.,I li TUBR/� TH BA2 W.C. 4 LAv. 3^I W.C. 2' 2' TUB/ sHwR W.C. 3 BATH LAV. 3' N.t.5. sHwR 3 �6 Lim 3. MASTER 2„ BATH KITCHEN LAV. V7 2rUB `� LAV. SHwR BATH #4 2 WAY k c.o. GARAGE 4' SANITARY SEWER. SEE CIVIL DWISS FOR CONT. N m� N.B. TT— COVERED I I i I I II I - - - - - - LANAI BATH - CASUAL DINING 2 2" AV. CLUB I - I m I ROOM u MASTER j _ BEDROOM I \ 2 T 3 I I 2" VENT THRU it - - -- ROOF 3 I I IL— -- — — — - I 0 r 3 A .'i. Q '' � 3" r �Z - l4 F.UJa, I (10 FU" I II GREAT I I -' 3 ROOM " Y / LAV. — 2" — N z PAN. �i I � W.LC�. 00" J I i � AIR ADC" I ITTANGE �3" VALVE — KITCHEN 2 GA N _ Tu 2" VENT - j' BEDROOM #4 THRU ROOF - - _ _ _ MASTERI [X7 3" BATH CN C, (<i W.I.C. z �r W D ---7 — - - - - - — — -- 3 LAv. LT — 6 _6 _4 8 _5 3' SNWR. 1 4 LAUNDRY 2' W.I.C. I - - DINING / u- - - FOYER TUB/SNWR P�M1 DR = - I 211 VENT7 � w�+ � -- THRU ROOF V _ 3 _ 2 vAI A/� m GOND.', 21 334 311,1 4�� 3" ��� LI LA—--- 0 —3" 4� — a' W.I. C. ._ 8 F.u. -I i r - - - 3 2" BATH J -- F - - 2" VENT 2 �_-_ - z' � _ �� TUB/SNWR #2 � � I TNRu ROOF AV.I L3. �_4�� �_4�� ¢�� 41 73 1 L TUB/ I'-4 1/2" / I ,4 /2 5'-9" 5 -8 GARAGE #1 2 l2 Fu) z"�� COVERED YARD COURT L o_LL DRAIN YARD -- � sHWR � 0-1 J _ - ` �' ENTRY 3J 3 F.ITJ = (2 C, F.UJ .3 (2(1 F.UJ BATH 2° VENT - (12 F.U.J L — J 2" VENT - THRU ROOF W I. C THRU ROOF\ _ \ — 4" _ \ HB BEDROOM #3 F— BEDROOM 72 PLUMBING LEGEND WASTE A/C- LINES FROM UNIT TO CONDENSER WILL BE RUN OVERHEAD PORTICO 3" TO STORM SEWER. SEE CIVIL DWGS FOR GONT. PLUMBING FLOOR PLAN SCALE: 1/4" = I'-0" 2 LAY CO. 4" SANITARY SEWER. SEE CIVIL DUGS FOR CONT. /Go 1 N. RONALE LONGWOOD PH: 407-7 FAX: 407- 1 www.abdesi€ A.B. DESIG DRAFM 1191 EAST I CENTER DRIVE DEERFIELD REA (954)482-09 SUBDIV. RI V ERI LOT PROJECTh 03303. MODEL: YO RKS "PLAN 2 E ]LE VATI( GARAGE RIG PAGE: PLUM] FLOI PLC 170 MPH EXP f=4CFn STATE OF I Nov 2/„ r/ r�iv OE ATE: A R C H FIXTURE WATER LAVATORY 1/2" HOT- 1/2" COLD TUB SHOWER 1/2" 1/2" HOT- HOT- 1/2" 1/2" COLD COLD WASHER 1/2" HOT- 1/2" COLD KITCHEN SINK 1/2" HOT- 1/2" COLD WATER CLOSET 1/2' COLD REF. 1/2" COLD H.B. 1/2" GOLD NOTE: THE INSTALLATION OF FIXTURES SHALL CONFORM WIT4 FBC (R) 1=2105.1 NOTE: SANITARY 2" OR LESS 1/4" / FOOT SLOPE OVER 2" 1/0" / FOOT SLOPE PITCH TO BE UNIFORM THROUGHOUT STRAIGHT RUNS MATERIALS: A. COLD WATER PIPING DOWNSTREAM OF WATER METE R SHALL BE PVC OUTSIDE OF BUILDING AND BELOW Cs OUNG PEX INSIDE OF BUILDING B. SANITARY WASTE SHALL BE P.V.0 SCH, 40 C. CONDENSATE DRAIN PIPE SHALL BE SCH. 40, PVC PIPE AND FITTINGS D. WATER RELIEF AND DRAIN LINE SHALL BE TYPE CfPVC OR COPPER MIN. 3/4" DIA. PLUMBING SCHEDULE NO. DESCRIPITION WASTE WATER REMARKS (GPM) COLD HOT WC WATER CLOSET 3" 1/2" — 1.2.5 GALLONS PER FLUSHING CYCLE LAV. LAVATORY 11141, 1/2" 1/2" 1.5 GFT'l a 60 PSI TUB/ SHWR TUB / SHOWER (2) 1 1/2" 1/2" 1/2" 1.5 GFM v 60 PSI G.T. GARDEN TUB (1) 1 1/2" 1/2" 1/2" 1.5 GF'M s+ 60 PSI SHWR SHOWER (1) 2" 1/2" 1/2" 1.5 GF`i-1 9 60 PSI SINK KITCHEN SINK (2) 2' 1/211 1/2" 1.5 GF`M a 60 PSI W CLOCHES WASHER l2) 2" I/2" I/2" WATER FACTOR OF 6 OR LOWER (ENE STAR / WATER SENSE CERTIFIED) Y DW DISH WASHER (2) 1' IW — 1/2" 6.5 GALLONS PER CYCLE OR LESS (E:NERCsY STAR / WATER SENSE: CERTI IED) REF. REFRIGERATOR (2) — 1/2' — UNDER COUNTER AS SELECTED BY OWNER (1) PROVIDE ANTI -SCALD VALVE. (2) PROVIDE MECH SHOCK ABSORBER TO EACH SUP LY r z FIXTURE SANITARY PITCH FIXTURE UNITS F DBL SINK W/ D15P. a DISHWASHER 1 1/2„ 1/4 4 SUB TOTAL = 4 s FIXTURE SANITARY PITCH FIXTURE UNITS zWASHER 3" /8" 2 LAUNDRY TUB 1 1/4' I/8" 2 SUB TOTAL = 4 FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11/4' 1/4' 1 Ex WATER CLOSET 3" 1/8" 3_. TUB/ SHWR 1 1/2" 1/4" 2 SUB TOTAL = 6 FIXTURE SANITARY PITCH FIXTURE UNITS ca LAVATORY 11/4" 1/4" 1 F WATER CLOSET 3" TUB/ SHWR 1 1/2" 1/4' 2 SUB TOTAL = 6 FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11/4" 1/4" 1 F WATER CLOSET 3" TUB/ SHWR I I/2" 1/4" 2 SUB TOTAL = 6 FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11/4" 1/4' 1 F WATER CLOSET 3" TUB/ SHWR 1 1/2" 1/4" 2 SUB TOTAL = 6 FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11/4" 1/4" 1 w WATER CLOSET 3" 1/8" 3 SUB TOTAL = 4 FIXTURE SANITARY PITCH FIXTURE UNITS x LAVATORY 1 1/4" 1/4" 1 LAVATORY 11/4, 1/4" 1 x WATER CLOSET 3" 1/8" 3 F SHOWER 11/2" 1/4" 2 TUB 11/2" 1/4' 2 SUB TOTAL = Ig TOTAL =1 45 WASTE A/C LINES FROM UNIT T CONDENSER WILL 5E RUN OVERHEA G� LONGW001 PH: 407= FAX: 407• www.abdesi A.B. DESH DRAM 1191 EAST CENTER DRIV DEERFIELD BE (954)482.0 r SUBDIV. RIVER LOT PROJECTI 0330_ MODEL: YORKE- "PLAN 2 ELEVATI GARAGE RIG PAGE: PLUM SCHEI & NC 1J70 M f" EM Nov �N DATE: 0 SC S I.3 SUBDIV. RIVER LOT PROJECTI 0330_ MODEL: YORKE- "PLAN 2 ELEVATI GARAGE RIG PAGE: PLUM SCHEI & NC 1J70 M f" EM Nov �N DATE: 0 SC S I.3 to TIE DOWN � O COMPLY WITH iCM(2014) 301.15 BMP CLIP 2X4 '` °" GALV. CLIPS FLA PRODUCT APP.# FL14239mR3 QV .UN MDIET 1, N.T:S. ,AIR HANDLER DETAIL 1 3A.Y WINDOW T1N,c6 MASTER BEDROOM I I I 12Xi2-IW 350 CFM Aa-"4N- I8XI RA � l 6X6-1W _ 25 CF z, 67t6-4W V0I 125 CFM MASTER BATIi b� MIN. 12 A25,27 o Co #2 - - 6X6-1 W 25 CFM 6X6-1 W 25 dw u CASUAL DINING IOX1u.1w 225 CFM I i&.iw O° 25 CFM - IX12 RA BEDROOM # -1OXIO-1w ISO CFM COND. LINE TERMINATE.. MIN.12" OFF WALL COND. LINE TERMINATE MIN. 12" OFF WAId, AC-1 EQUIPMENT SCHEDULE AC -1 CARRIER 5 TON MAIN AREA C.U.-CH14NA06000G A.H.U. - FX4DNF061L HEAT - 05 KW COOLING CAP. - 58,500 HEAT CAP. - 55,500 ELECT - 208-230-1 BRKR CU- 50 AHU-45 REF. LINES - 7/8 & 3/8 S.E.E,R. -14.0 HSPF - 8.2 AC -1 CARRIER 11/2 TON MASTER BEDROOM C.U.-CH14NA0180OG A.H.U. - FB4CNP018 HEAT - 05 KW COOLING CAP.-17,800 HEAT CAP. -17.6 ELECT - 208-230-1 BRKR CU- 25 AHU-45 REF. LINES - 3/4 & 3/8 S.E.E.R. -14.0 HSPF - 8.2 AIR CONDITIONING U6 MECHAN I CAL, Inc, CAC1817665 1643 DONNA ROAD WPB, FL. 33409 5 6 1 — 6 8 9— 1 0 9 3 831 S. KINGS HWY FT. PIERCE, FL. 34941c 7 7 2— 8 7 8— 7 5 7 7 No. Revision/Issue Doti AL IDEAS, DESIGNS, ARRANGEMENTS, AND PLAN INDICATED OR REPRESENTED BY THIS DRAWING A OWNED BY AND PROPERTY OF THIS OFFICE, AND WHERE CREATED, EVOLVED, AND ,DEVELOPED FOR US' ON, AND IN CONNECTION WITH THE SPECIFIE1 PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WITHOUT WRIT PERMISSION OF PREFERRED AIR CONDITIONING & MECHANICAL, INC. NEW RESIDENCE FOR: e�-7,4/- A-721,41J7`1,- O/VEEIE�i- J Ls A,nV� ai Sheet Data 1 Scut4s/ GENERAL NOTES 1. IT IS THE SUB CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. 2. DESIGN LIVE LOADS ROOF .......................................... 20 PSF ELEVATED FLOORS ..................... 40 PSF BALCONY .................................... 60 PSF ATTIC STORAGE .......................... 20 PSF 3. DESIGN WIND LOAD SHALL BE BASED ON THE FLORIDA BUILDING CODE 2014 a) BASIC WIND SPEED = 170 MPH b) BUILDING CATEGORY II c) EXPOSURE "C" d) INTERNAL PRESSURE COEFFICIENT; 0.18 FULLY ENCLOSED STRUCTURE COMPONENTS AND CLADDING (ASD): +42.77, -55.89 PSF FOR DESIGN WIND PRESSURES. 4. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPT. BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPT. OF AGRICULTURE AND CONSUMER SERVICES." FOUNDATIONS 1. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2500 PSF WHICH SHALL BE VERIFIED BY A FLORIDA REGISTERED GEOTECHNICAL ENGINEER PRIOR TO THE START OF WORK. 2. PLACE FOOTINGS/SLAB ON COMPACTED SOIL. FOLLOW RECOMMENDATIONS OF SOILS REPORT. CAST -IN -PLACE CONCRETE 1_ CAST -IN -PLACE CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1"; 2-4% AIR ENTRAINMENT AND THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: SLAB -ON -GRADE, FOOTING .................. 2500 PSI REMAINING CONCRETE ........................... 3000 PSI 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8" LAP. THE FIBER MESH REINF. CONC. IS ACCEPTABLE ALTERNATIVE. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318-08. 5. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315. 6. SUB CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. 7. SUB CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC., NECESSARY TO SUPPORT REINFORCING STEEL. 8. ALL SLABS SHALL BE POURED MONOLITHICALLY, EXCEPT FOR REQUIRED CONSTRUCTION JOINTS. 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1-1/2" FOR ALL OTHER CASES. 10. HORIZONTAL SLAB BARS SHALL BE BENT 1'-6" AROUND CORNERS, OR PROVIDE CORNER BARS WITH A 2'-0" LAP ON EACH LEG. 11. MINIMUM LAP SPLICE ON ALL REINFORCING SHALL BE 25 INCHES. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NDS "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. a) ALL BEARING WALL STUDS WOOD FRAMING SHALL BE NO. 2 SOUTHERN YELLOW PINE. b) ALL NON -LOAD BEARING PARTITIONS SHALL CONSIST OF 2x4 STUDS SPACED @ 24" O.C. (ALT. 25 GAGE METAL MAY BE USE IN LIEU OF WOOD). 3. PLACE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATES AT THE TOP OF ALL STUD BEARING WALLS. DOUBLE TOP PLATES CAN ONLY SPLICE AT A SUPPORT ONE AT A TIME. 2x SOLE PLATES AT THE EDGES OF SLABS SHALL BE ATTACHED TO THE SLAB WITH 1/2" REDHEAD ANCHOR BOLTS (OR EQUIVALENT PRODUCT) @ 32" O.C. W/ 5" EMBEDMENT. AT INTERIOR STUD WALLS PROVIDE 2-7/8" LG 1516 SDC REDHEAD W/ 5/64" THICK WASHERS (OR EQUIVALENT POWDER ACTUATED FASTENER PRODUCT) @ 8" O.C., OR 1/2" DIAMETER REDHEAD ANCHOR BOLTS (OR EQUIVALENT PRODUCT), W/ MIN. 5" EMBEDMENT, @ 32" O.C. *REDHEAD FASTENERS OF EQUIVALENT SIZES MAY BE USED. *ALL OTHER SUBSTITUTIONS MUST BE APPROVED BY ADVANCED STRUCTURAL ENGINEERING PRIOR TO INSTALLATION. 4. STUDS SHALL BE DOUBLED AT ALL SHEAR WALLS, ANGLES, CORNERS AND AROUND ALL OPENINGS, 5. WOOD HEADERS OVER OPENINGS SHALL BE AS NOTED ON THE PLANS. DOUBLE WALL STUDS (ONE STUD BEARING, ONE STUD FULL HEIGHT OF WALL) AT OPENINGS UP TO S-0". FOR OPENINGS S-0" TO 5-6" PROVIDE MINIMUM TRIPLE WALL STUDS (TWO STUDS BEARINGS, ONE STUD FULL HEIGHT OF WALL). FOR OPENINGS 5'-6" TO 7'-6" PROVIDE FOUR WALL STUDS (TWO STUDS BEARINGS, TWO STUD FULL HEIGHT OF WALL). NAIL STUDS TOGETHER W/ 12d NAILS @ 12" O.C. EACH PLY. THE REQUIREMENT DOES NOT APPLY TO INTERIOR NON -LOAD BEARING WALLS. HEADERS SHALL BE NO. 2 SOUTHERN YELLOW PINE. WOOD CONSTRUCTION CONT D 6. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR WRAPPED W/ 30# ROOFING FELT. 7. WALL SHEATHING SHALL BE 19/32" CDX PLYWOOD SHEATHING W/ 8d NAILS AT 4" O.C. AT ALL EDGE SUPPORTS, AND 8d NAILS AT 6" O.C. AT ALL INTERMEDIATE SUPPORTS. PROVIDE SOLID 2x BLOCKING AT ALL SHEET EDGES. 8. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE C-D PLYWOOD (48/24 RATING) OR EQUIVALENT WEYERHAEUSER EDGE GOLD PANEL, GLUED AND NAILED WITH 10d RING SHANK NAILS OR SCREWS AT 6" O.C. AT SUPPORTED EDGES, AND 10d NAILS AT 10" O.C. AT INTERMEDIATE SUPPORTS. PLYWOOD SHEATHING SHALL BE CONTINUOUS OVER TWO SPANS WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. ALL FLOOR SHEATHING SHALL MAINTAIN 1/2" SPACE BETWEEN SHEATHING AND MASONRY WALLS. 9. ROOF SHEATHING SHALL BE 19/32" C-D PLYWOOD (24/16 RATING), NAILED PER ROOF SHEATHING FASTENING SCHEDULE. PROVIDE ONE PLYWOOD CLIP PER SPAN BETWEEN SHEET EDGES. PROVIDE SOLID 2x4 BLOCKING BETWEEN SUPPORTS AT ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN ROOF SLOPE. PLYWOOD SHEATHING SHALL BE CONTINUOUS OVER TWO SPANS WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. ALL ROOF SHEATHING SHALL BE RATED FOR EXPOSURE-1 10. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENCY. 11. NAILING SCHEDULE: CONNECTION COMMON NAIL QTY. OR SPACING SOLE PLATE TO TRUSS OR BLOCKING 16d 8" O.C. STUD TO SOLE PLATE, TOE NAIL 8d 4 DOUBLE STUDS, FACE NAIL 16d 12" O.C. DOUBLE TOP PLATES, FACE NAIL 16d 12" O.C. TOP PLATES LAPS AND INTERSECTIONS 16d 3 TRUSSES, LAPS OVER WALLS, FACE NAIL 16d 4 BUILT-UP CORNER STUDS 16d 12" O.C. STUDS TO SOLE PLATE, END NAIL 16d 2 PREFABRICATED WOOD TRUSSES 1_ ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED AT EACH END TO THEIR SUPPORTING WALLS OR BEAMS AS SHOWN IN THE TYPICAL WALL ELEVATION 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25% FOR ROOF TRUSSES ONLY) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A FLORIDA REGISTERED ENGINEER'S SEAL FOR APPROVAL BY THE ARCHITECT AND ENGINEER. DESIGN NOTES TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION OF THE CONNECTOR CAPACITIES AND MANUFACTURER'S LICENSE TO FABRICATE TRUSSES UTILIZING THE CONNECTOR SYSTEM PROPOSED. 5. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWING SIZE, SHAPE AND LAYOUT PRIOR TO SUBMITTAL FOR REVIEW BY THE ARCHITECT AND ENGINEER BEFORE FABRICATION HAS BEGUN. 6. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER, AND THE LOCAL BUILDING CODE, UNLESS NOTED ON PLANS. ALSO WHERE HEEL HEIGHT ON BOTTOM CHORD BEARING TRUSSES EXCEEDS 11" PROVIDE CONTINUOUS 2x4 LET IN. 7. DESIGN LOADS - DEAD LOADS: ROOF TRUSSES ............................25 PSF FLOOR TRUSSES ..........................20 PSF CUE TI IIA In ❑AF-Trn /TnI ln JII ROOF SHEATHING LAYOUT SCALE- N.T.S. DING -H BLOCKING @ 48" O.C. FIRST 2 SPACES EA. END MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f'm = 1500 PSI). 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270. 3. COURSE GROUT USED TO FILL MASONRY CELLS SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. AT 28 DAYS. THE GROUT SHALL BE PLACED WITH A SLUMP OF 8" TO 11". PLACE GROUT IN ACCORDANCE WITH ACI 530-11. 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 4'-0". REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. SEE TYPICAL GROUTING DETAIL 8/S5.03 FOR ADDITIONAL INFORMATION. 6. REINFORCING STEEL SHALL BE LAPPED MINIMUM 48 BAR DIAMETERS UNLESS NOTED OTHERWISE ON THE DRAWINGS. 7. HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD TRUSS TYPE DUR-O-WAL @ 16" O.C. 8. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 9. PROVIDE PRECAST CONCRETE LINTELS OVER ALL OPENINGS UNLESS NOTED OTHERWISE ON DRAWINGS. LINTELS SHALL BE OF SUFFICIENT SIZE AND REINFORCEMENT FOR THE GIVEN SPANS AND LOADING CONDITIONS. SUBMIT SHOP DRAWINGS WITH RATED LOAD CAPACITIES TO THE ARCHITECT FOR REVIEW. 10. SPECIAL INSPECTION OF UNIT MASONRY IS REQUIRED. 11. THIS DESIGN MEETS THE REQUIREMENTS OF ACI 530.1, ASCE 7-10. 12. ALL UNIT MASONRY CONSTRUCTION SHALL COMPLY WITH FBC 2014. ROOF WIND PRESSURE ZONE __ ---- OS� \- NET UPLIFT LOAD ASCE 7-10 ZONE 1 = 29.2 PSF ZONE 2 = 48.86 PSF ZONE 3 = 99.5 PSF a= 7 FEET BASIC WIND SPEED 170 MPH WIND EXPOSURE C. RISK CATEGORY II INTERNAL PRESSURE COEFFICIENT= +/- 0,18 ROOF SHEATHING FASTENING SCHEDULE: USE 8d RING -SHANK NAIL PANEL EDGES PANEL FIELD Q NAILS 6" O.C. Q NAILS 6" O.C. Q NAILS 4" O.C. Q NAILS 6" O.C. 0 NAILS 4" O.C. 0 NAILS 6" O.C. WINDOW & DOOR WIND PRESSURES 170 MPH WIND ZONE EXPOSURE C BUILDING CATEGORY II OPENING SIZE ZONE 4 (INTERIOR) ZONE 5 (EXTERIOR)** 10 SF +44.78 / -48.55 +44.78 / -59.98 20 SF +42.77 / -46.54 +42.77 / -55.89 50 SF +40.07 / -43.84 +40.07 / -50.53 100 SF +38.09 / -41.87 +38.09 / -46.54 **END ZONE FROM IS DEFINED AS AN AREA WITHIN 5' THE EDGE OF THE BUILDING STANDARD WINDOWS AND DOORS WILL GENERALLY FALL INTO THE 10 TO 20 SO. FT. CATEGORY. STANDARD DOUBLE SLIDING GLASS DOORS WILL GENERALLY FALL INTO THE 20 TO 50 SQ. FT. CATEGORY. STANDARD DOUBLE GARAGE DOORS WILL GENERALLY FALL INTO THE 50 TO 100 SQ. FT. CATEGORY. IN NO CASE SHALL THE DOOR OR WINDOW DESIGN PRESSURE BE LESS THAN 22 PSF, TRUSS NOTES 1. TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN OF ANY BRIDGING OR BRACING REQUIRED TO BRACE THE TRUSS BOTTOM CHORDS FOR WIND UPLIFT. 2. SEE THE ARCHITECTURAL DRAWINGS FOR ELEVATIONS, OVERHANGS AND BEARING CONDITIONS. 3. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE PROVIDED BY THE TRUSS MANUFACTURER. 4. VERIFY TRUSS CONFIGURATION WITH ARCH DRWG PRIOR TO CONSTRUCTION. FASTENER SUBSTITUTIONS: ALL NAILS ARE COMMON NAILS, UNLESS NOTED OTHERWISE. THE FOLLOWING FASTENERS ARE ACCEPTABLE SUBSTITUTIONS. THE ALTERNATE FASTENERS SHALL BE SPACED AT THE SAME SPACING AS THE SCHEDULED FASTENERS.I SCHEDULED FASTENER ALTERNATE FASTENER 8d COMMON NAIL 8d RING SHANK NAIL 8d SCREW SHANK NAIL 0.131 P-NAIL 10d COMMON NAIL 10d RING SHANKNAIL 10d SCREW SHANK NAIL 0.148 P-NAIL 6d COOLER NAIL #6 x 1 1/4" TYPE S OR W DRYWALL CREW WATERPROOFING FOR THIS BUILDING IS THE SOLE RESPONSIBILITY OF THE BUILDER/CONTRACTOR. BUILDER/CONTRACTOR SHALL PROVIDE WATERPROOFING FOR THE BUILDING IN ACCORDING WITH BUILDING CODE AND/OR MANUFACTURE SPECIFICATIONS. HEADER/BEAM SCHEDULE TYPE HEADER/BEAM TYPE HEADER/BEAM H-1 DOUBLE 2x8 H-2 2 2x10 FOR 4 WALL 3 2x10 FOR 6" WALL 4 2x10 FOR 8" WALL H-3 DOUBLE 2x12 1_ PROVIDE WOOD HEADERS OVER ALL OPENINGS. IF NO HEADER IS SPECIFIED, PROVIDE H-3 WALLS SUPPORTING TRUSSES, AND H-1 0 OTHER WALLS. 2. AT DOUBLE 2x HEADER/BEAMS PROVIDE A 3/8" PLYWOOD (OR O.S.B.) SPACER BETWEEN MEMBERS. 3. NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS @ 12" O.C. TOP AND BOTTOM, EACH SIDE, STAGGERED (TYP. U.N.O.) ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TO ME BEST OF MY KNOYAIDGE, ME BUILDING DESIGN PLANS AND SPECIFICATIONS COMPLY BUILDING STRUCTURAL DESIGN ODDE. ME SIGNING AND SEALING OF ME PLANS AND SPECIFICATIONS ME ONLY FOR ME BUILDINGS STRUCTURAL COMPONENTS AFFECTED BY WND, AND GRAVITY LOADS. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 - 407-677-5565 Fax 407-730-2999 1441 N. LOI A.B L CONNECTOR SCHEDULE CONNECTOR FASTENER TO TRUSS/JOIST FASTENER TO BEAM/TOP PLATE UPLIFT (Ibs) GRAVITY (Ibs) LATERAL Ft (Ibs) F2 (Ibs) (4) USP RT24T (9) 16d EACH STRAP (5) 136"O TAPPER 'POWERS' FASTENERS EA. STRAP W/ 1i" MIN. EMBEDMENT 4500 USP TD5 (2) J"0 x 5-1/2" J"O ANCHOR BOLT 4040 USP RFUS (12) WS3 (4) J"0 x6" 'POWERS' FASTENERS WEDGE BOLT 4950 _ USP THD48 * (16) 10d (6) J"0 TAPPER 'POWERS' FASTENERS W/ 1j" MIN. EMBEDMENT 1655 1655 — — USP THD48 (16) 10d x 1 " (6) A"O TAPPER 'POWERS' FASTENERS W/ 1i" MIN. EMBEDMENT 1500 1500 — — USP TDH210 (20) 10d x 1j" (10) J"0 TAPPER 'POWERS' FASTENERS W/ 1j" MIN. EMBEDMENT 2295 2295 — — USP MUGT15 (28) 10d x 11" (10) A"d TAPPER 'POWERS' FASTENERS W/ 1i" MIN. EMBEDMENT 4495 _ USP PHD4A (10) WS3 J"0 x 6"ANCHOR BOLT 5215 — — 810 1500 USP LPTA (10) 1Od x 1i" EMBEDDED (4" MIN.) 1250 USP HLPTA75 (20) 1Od x 1j" EMBEDDED (4" MIN.) 2125 — 1860 1715 (2) USP HLPTA75 (40) 1Od x 14" EMBEDDED (4" MIN.) 3500 — 2040 2100 USP MSTC66 (54) 16d — 6015 — 2040 2100 USP SPT22 (4) 10d (4) 10d 685 — 560 260 USP SPT24 (6) 10d (6) 10d 1030 — 560 260 USP SPTH4 (12) 10d x 1j" — 1730 USP SPTH6 (12) 10d x 1j" — 1730 USP LSTA18 (14) 10d — 1235 USP USC43 (8) 16d (4) J"N x6" 'POWERS' FASTENERS WEDGE BOLT 10133 — — — 190 210 — 190 210 USP RT3A (4) 8d (4) 8d 610 USP RT7A (5) 8d (5) 8d 670 USP RT16A (9) 10d x 1j" (8) 10d 1380 — — 800 — 645 — USP HTW20 (20) 10d (8)-10d 1530 USP PA44E (1) 1/2" DIA. ANCHOR BOLT (6) 16d 990 6775 — — USP PA66E (1) 5/8" DIA. ANCHOR BOLT (8) 16d 1060 16005 — — USP LTS20B (1) 1/2" DIA. ANCHOR BOLT (5) #10 SCREWS 885 — _ USP HTWM16 (8) 10d x 11" (4) 1/4"x 1i" WEDGE BOLT 1225 SIMPSON MBHU3.56 2-3/4" X 5" TITEN HD (12) J"X2-1/2" SDS SCREWS 2210 4005 4005 — — — — SIMPSON MBHU5.50 2-3/4" X 5" TITEN HD (12) J"X2-1/2" SDS SCREWS 2210 SIMPSON LUS24 (2) 10d (4) 10d 490 825 — — SIMPSON WS26 (4) 10d (4) 10d 1165 1070 4350 — — — — SIMPSON HU48 (6) 10d (14) j" x 2j" TITEN 1085 SIMPSON HU28 (4) 1Od x 1�" (6) 4" x 24" TITEN 610 895 5085 3950 — — — — SIMPSON HUC210-2 (10) 10d (18) 1/4" X 2-3/4" TITEN HD 1810 SIMPSON HU46 (6) 10d (12) J" x 2j" TITEN 1085 SIMPSON LGUM210-3—SDS (8) J" X 4" TITEN HD (8) J" x 2j" SDS SCREWS 3575 9715 — — SIMPSON LGUM26-3—SDS (4) J" X 4" TITEN HD (4) J" x 2j" SDS SCREWS 3575 9715 — — SIMPSON HETA16 (9) 10d EMBEDDED (4" MIN.) 1810 — 340 725 SIMPSON HETAL20 (14) 10d x 1j" EMBEDDED (5" MIN.) 1810 — 415 1100 SIMPSON HHETA16 (10) 10d x 1j" EMBEDDED (4" MIN.) 2235 — 340 815 SIMPSON LTT20B SIMPSON HTT4 (10) 10d (18) 16d x 2-1/2" J"0 ANCHOR BOLT J"0 ANCHOR BOLT 1500 4235 SIMPSON HTi5 (26) 16d x 2-1/2" J"0 ANCHOR BOLT 5090 SIMPSON HGAM10KTA (4) SDS 1/4"x 1-1/2" (5) 1/4" X 2-1/4" TITEN 850 _ 425 200 Cam UPLIFT LATERAL LENGTH TYPE 8F8-1T 8F12-1 BF16-1 8F20-1T SF24-1T 8F28-1T 8F32-1T 8U8 8F8 8F8-2T 8F12-2T 8F1 6-21 8F20-2T SF24-2T 8F28-2T 8F32-2T 2'-10C34") PRECAST 2021 2021 2727 2784 3981 5190 6407 7630 8857 3'-6"(42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 4'-0" (48") PRECAST 1878 1989 2832 1 3680 4532 1 5387 6245 938 938 1878 1 1925 2750 3583 4422 5264 6110 4'-6"(54") PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 5'-4"(64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 5'-1OC70") PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 1 4157 6'-6"(78") PRECAST 1141* 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 7'-6"(90") PRECAST 959* 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 9'-4" (1 1 2")PRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 10'-6C126") PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 11'-4C136") PRECAST 439 696 899 1104 1309 1515 363 556 535 905 1295 1595 1896 2198 12'—OC144") PRECAST 400 631 816 1001 1186 1372 340 494 4458* 486 818 1209 1514 17ss 2086 13'-4C160") PRECAST 340 532 686 841 997 1153 302 398 409 682 1004 1367 1637 1897 14'—OC168") PRECAST 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 14'-8'(176")PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 15'-4(184")PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 228 329 542 791 1072 1381 1676 17'-4'(208")PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 188 276 449 649 874 1 1121 1389 19'-4'(232")PRESTRESSED 165 207 313 401 490 578 667 N.R. 2 04 165 239 383 550 736 940 1160 21'-4'(256")PRESTRESSED 145 186 278 356 433 512 590 N.R. 172 142 212 336 477 635 807 993 22'—O'(264")PRESTRESSED 140 180 268 343 418 493 568 N.R. 161 137 205 322 457 607 771 947 24'-0'(288")PRESTRESSED 127 165 1 244 312 380 1 447 515 N.R. 135 724 186 1 833 C GRAVITY LENGTH TYPE 8 US 8F8-OB 8F12-0 8F16-OB 8F20-OB 8F24-OB 8F28-OB 8F32-OB 8F8-1B 8F12-1 8F16-1B 8F20-1B 8F24-18 8F28-iB 8F32-18 2'-10C34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 3'-6"(42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 4' =0" (48") PRECAST 202g 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 4'-6"(54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6 339 7526 9004 10472 9668 5'-4" (64") PRECAST 1 184 1223 1665 1301 2889 1809 5057 2317 6096 2826 5400 3336 6424 3846 7450 5'— 10(70") PRECAST 972 1000 1059 1474 1889 2304 2727 3137 1459 2464 4144 5458 4437 5280 6122 6'-6"(78") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 7'-6" (90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9'-4"(112")PRECAST 573 632 1049 1 1469 1210 1482 1754 1 2027 768 1212 1818 2544 3469 4030 3127 10'— 6(126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 1 2774 3130 2404 11'-4(136") PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12'—OC144") PRECAST 414 545 864 1254 1689 2074 1570 1 1818 555 864 1254 1693 2211 2832 3590 13'-4C160") PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1 1076 1438 1855 2343 2920 14'—O(168") PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 14'-8"(176")PRESTRESSED N.R. NR NR NR NR NR NR NR 465 765 1370 2045 2610 3185 1 3765 15'-4"(184")PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890 3410 17'-4"(208")PRESTRESSED N.R. NR NR I NR NR I NR NR NR 310 530 950 1400 1800 2200 2600 19'-4"(232")PRESTRESSED N R NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'-4"(256")PRESTRESSED N R NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-0"(264")PRESTRESSED N R NR NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 24'-0"(288")PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 470 720 1030 1350 1610 C-C GRAVITY LENGTH TYPE SRU6 8RF6-OB 8RF10-OB 8RF14-0B 8RF18-OB 8R 22-08 8RF26-OB BRF30-OB 8RF6-16 8RF10-1B 8RF14-18 8RF18-1B 8R 2-18 8RF26-18 8RF30-1B 4'-4" (52") PRECAST 1489 1591 3053 2982 3954 4 29 5904 6880 1827 3412 4982 6472 7947 9416 10878 4'-6" (54") PRECAST 1357 1449 2782 2714 3s00 4 87 5375 6264 1702 3412 4982 6472 71047 9416 10878 5'-8" (68") PRECAST 785 832 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 516 5814 6839 5'-10'(70") PRECAST 735 779 1500 1449 1924 2 00 2876 3352 1103 2051 3811 6472 6516 5450 6411 6'-8" (80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 2933 4100 6730 8177 6707 7'-6" (90") PRECAST 665 761 1377 2252 1958 2 51 2944 3439 764 1377 1 2329 3609 5 92 6624 5132 9'-8" (116")PRECAST 371 420 834 1253 1071 1 42 1614 1886 535 928 1497 2179 21518 3595 2875 CUPLIFT LATERAL LENGTH TYPE 8RF6-IT 8RF10-1 8RF14-1 8RF18-1 8RF22-1T 8RF2 -1T 8RF30-iT 8RU6 8RF6 8RF6-2T 8RF10-2 8RF14- 8RF18-2T 8RF22-2T 8RF2 -2T 8RF30-2T 4'-4" (52") PRECAST 1244 1573 2413 3260 4112 49 7 5825 932 932 1244 1519 2339 3170 4008 48 0 5696 4'-6" (54") PRECAST 1192 1507 2311 3121 3937 47 6 5577 853 853 1192 1455 2240 3036 3837 46 3 5453 5'-8" (68") PRECAST 924* 1172 1 1795 2423 1 3055 36 9 4325 501 501 924 1132 1741 2357 2978 36 3 4230 5'-10'(70") PRECAST 896* 1138 1742 2352 2965 35 1 1 4198 469 469 896 1099 1690 2288 2891 3417 4106 6'-8" (80") PRECAST 778 882 1513 2042 2573 31 7 3642 830 1 100 778 956 1468 1987 2509 30 5 3563 7'-6" (90") PRECAST 688 697 1325 1810 2280 27 3 3227 710 941 688 849 1302 1762 2225 26 3157 9'-8" (116")PRECAST 533* 433 808 1123 1413 17 4 1995 516 614 533 527 1009 1369 1728 20 2450 FOOTING SCHEDULE MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG WF-1.33 16" CONTINUOUS 16" - (2) #5's DBL WWM 36" PERIMETER (+)0'-0" WF-1.33A 16" CONTINUOUS 12" - (2) #5's SINGLE WWM (+)0'-0" WF-2.0 24" CONTINUOUS 16" #5 ® 48" O.C. (3) #5's DEL WWM 36" PERIMETER (+)0'-0" WF-2.08 24" CONTINUOUS 12" #5 ® 48' O.C. (3) #5's - PROVIDE CORNER BARS, SAME SIZE AND QUANTITY AS BAR IN FOUNDATION, WITH 30" LEG EACH WAY. PLAN NOTES: �1 SEE GENERAL NOTES ON SHEET S1.01 ❑2 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT AND ENGINEER OF RECORD IN WRITING IF ANY DISCREPANCIES ARE FOUND. ❑3 PRIOR TO CONCRETE PLACEMENT PROVIDE TERMITE SOIL TREATMENT PER MFG. SPECS. (SOIL TREATMENT PER FBC R-318) ® SLAB ON GRADE: 4" (TOTAL - U.N.O.) CONCRETE REINFORCED WITH 6x6-W1.4xW1.4 W.W.F. PLACED 1" FROM TOP OVER VAPOR BARRIER (SEE ARCH'L. DRWG'S.) ON COMPACTED SUBGRADE. TOP OF SLAB ELEV. = 0'-0" (REFERENCE) UNLESS NOTED OTHERWISE. COORDINATE ALL SLAB DEPRESSIONS, SLOPES AND LIMITS THEREOF WITH ARCH'L. DRWG'S. 4a ADD'L 66-W1.441.4 W.W.F. (PLACED 1" FROM TOP OF SLAB) ® PERIMETER OF BUILDING. SEE FOOTING DETAIL FOR LOCATION OF W.W.F. JjA= INDICATES MASONRY BEARING WALLS REINFORCED W/ (1) #5 VERTICAL @ 4'-0" O.C. MAX. GROUT FILLED CELLS SOLID ALL CORNERS, ADJACENT MASONRY OPENINGS WHICH ARE SHOWN ON PLAN. . INDICATES #5 IN GROUT FILLED CELL BELOW WINDOW SILL. INDICATES #7 VERTICAL IN GROUT FILLED CELL. INDICATES (2) #5 OR (2) #6 (SEE PLAN) VERTICAL IN GROUT FILLED CELL. © SEE ARCH'L. DRAWINGS FOR LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NON -BEARING PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES FOR ADDITIONAL WALL FRAMING INFORMATION. 0 CONTRACTOR SHALL VERIFY FILLED CELL @ EACH SIDE OF OPENING WITH ACTUAL OPENING OF DOOR AND WINDOW. ® COORDINATE SLAB RECESSES, SLOPES AND ELEVATIONS W/ ARCHITECTURAL DRAWINGS g❑ ALL THE CMU WALLS ARE SHEAR WALLS. 10 ALL ANCHOR BOLTS FOR POST ANCHORS TO BE 5/8" DIA. THREADED ROD WITH NUT ON EMBEDDED END AND HAVE MIN. 9" EMBEDMENT U.N.O. 0 I co 0 Lo a 68'-0" 14'-3" 17'-3" 21'-9" 12'--4" 2'-5" T-1" 7'-2" $" 15'-11" §„ 6'-10" 8'-10" 6'-1" 6'-2" 6'-2" 1/S5.01 #5 IN GROUT 11 FILLED CELL ------------ WF-1.33 I "I . I r — — — — F — — — — — — N WF-1.33 I/S5.01 I 1� �I 4/ .05 CD I I -1 I 1 N r—----—— — — — — --— — — — — — — — — — — — — - L--� —J WF-2.OB PAVERS I WF-1.33 � WF-1.331 i -u CD I I j I SEE 4/S5.05 C (3) 2x4 STUDS N Lid o I I I I FOR FOOTING, W/ SIMPSON J °� L — rJ COLUMN AND HTT4 Pp-ILOW G T 1-1/2" RECESS N I c \ I I' ; BEAM DETAIL - I NCD FOR SGDI I VARIES 11E j 1 5'-2" O" 17'-2" 10'-3" _ 7'-0" N 111-1/2" RECESS yj I 15/S . 1 , S501 C14 VARIES �[ I FOR SGD 2 . I I — \\ / \\I CC-1 I N IIt /L J I I I I I (2) #5's x 6'-0" CRACK BARS POSITIONED IN THE MIDDLE OF SLAB TYPICAL 1 @ INSIDE CORNERS AND 1 AS SHOWN. I I I I i o I V) I I I I ------ ----�� � I N ==F==-------- ---y �I WF-1.33 w N //// 1 �----- _j w �o IIII I SEE 1/S5.05 FOR n 1 II 1 (3) 2x4 STUDS W/ FOOTING, COLUMN 20 WOOD BRING WALL 1 1 SIMPSON HTT4 EA. AND BEAM DETAIL W/ SYP #2 STUDS ® L I SIDE OF OPENING 12" O.C. (TYP.) 1 I I I ❑ <i � 01 I ® o �rl _ 1�1� 9 �N l d�I ICI " :r LI I �- I I I II I 1 1 (3) 2x4 STUDS W/ 1 SIMPSON HTT4 EA. 1 SIDE OF OPENING I I I I I I 15/S5.01 I I ® ❑❑ I I I I —---� a l I III 1 (3) 2x4 STUDS W/ SIMPSON HTT4 EA. �I I00I I SIDE OF OPENING 1 6" MI I I 7Ln I III (3) )x4 STUDS W/Lo 2 SIMPSON HTT4 EA. I SIDE OF OPENING j I 15/S5.01 IN ( I I I (3) 2x4 STUDS Z BOLLARD DETAIL � 1 % I ( � W/ SIMPSON 2'- ' HTT4 BELOW G.T. PER 6/S5.02 WF-1 33 ``%. F T1 I� I I I 1 I I I 1 I 1 I � 1 I 1 I 1 L----- WF-1.33 -- ---I L----- WF-1.33 --J LO I �\ I -4- I I N I I w I o I I I I� V I I 1 T �I I I PAVERS - 1 I I I �I II 10/55.01 I I I SIM ik m I I I 0 F_2.06 WF-2,OB LirH1 L------------ WF-1.33— -----J 1 1 1 � -- Lj-- E - - - - - - - - --�--- WF-1.33 I I I PAVERS 0o I M I I I I I �I =-2.OB WF-20 I i 1 I I ( I I —----- WF=2.0 ------ J ---- \ ------------------- o �, N NL J I � 4'-3 4' 3"� 5'-7" 5-11" 5-11" 5'-5" 6'-8" 6'-8" '-4 3'-8" '-4 3'-5" 11'-4" 13'-4" 6'-4" 68'-0" 4/S5.01 SIM 4'-1" 4'-1" 1,-8" S-5" -4 I 18'-4" Io 14/S5.01 C/7 'I FOUNDATION PLAN SCALE: 114" = V - 0" u 0 a I a - I N 0 I o 00 1 N I 11 ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP To 4E BEST OF MY KNOWLEDGE, THE BUILDING DESIGN PLANS AND SPECIFICATIONS COMPLY Wd BURRING SIRUCTDRAL DESIGN WOE. THE SIGNING AND SEALING OF THE PLANS AND SPECIFICATIONS ME ONLY FOR THE BUILDINGS STRUCIURAL COMPONENTS AFFECTED BY WIND, UVE AND GRAVITY LOADS. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 CertiFlcote of Authorization No. 25873 vvw A.E PRC MOI YI "F ELF BB-1 r'A R BEAM SCHEDULE MARK DESCRIPTION f'c si (P) SIZE W"xH" REINFORCEMENT STIRRUPS REMARK BTM. TOP MID SIZE SPACING BB-1 MASONRY 3000 8x8 N/A (1) #5 N/A N/A N/A SEE NOTE 2 BB-2 MASONRY 3000 8x16 (1) #5 (1) #5 N/A N/A N/A SEE NOTE 2 RB-1 CONCRETE 3000 8x8 N/A I N/A (2) #5 N/A N/A SEE NOTE 3 NOTE 1. MENNNEWINN, INDICATES OPENING BELOW T.O.B.=TOP OF BEAM T.O.L.=TOP OF LINTEL NOTE 2. BB-1, BB-2 ARE AROUND THE BLOCK WALL FOR THE SUPPORT OF TRUSSES AND LEDGERS. SEE SECTION FOR ELEVATION. NOTE 3. PLACE RB-1, RB-2 ON THE TOP OF GABLE END BLOCK WALL. NOTE 4. (2) #5 STEEL BARS (OF BB-3) MUST BE EXTENDED 3' INTO BB-2. RB-1 i j i m m 0 0 N �t 0m0 00 m -r� LJ L1J 2 8F&-013 1T i 8F8—OB/1T �- RB-1 WOOD FRAMED ARCH PER 88/55.04. ARCH PROFILE PER ARCH'L DWG'S 2 1 TOWER LIFT BEAM PLAN A SCALE: 114" = 1'- 0" L :RVICES, INC. a MIS AND SPECIHCAHONS COMPLY ,No SEALING OF THE PLANS AND WANa _union Ilona w�c unLi run Inc C6tCOMPONS AEiECT BY MNo, 4 LOADS. ENT 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 1441 N. F LONi PF FA; A.B. L STAI ff/PRIN DATE SCAI PLAN NOTES: �1 SEE GENERAL NOTES ON SHEET S1.01 ❑2 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT AND ENGINEER OF RECORD IN WRITING IF ANY DISCREPANCIES ARE FOUND. 3 SEE ARCH'L. DRAWINGS FOR LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NON —BEARING PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES (SHEET S1.01) FOR ADDITIONAL WALL FRAMING INFORMATION. ® PROVIDE WOOD HEADER OVER ALL OPENINGS IN WOOD WALLS (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCH'L. DRAWINGS) IF NO HEADER TYPE HAS BEEN CALLED —OUT ON PLAN, PROVIDE WOOD HEADER BASED ON HEADER SCHEDULE SHOWN ON S1.01 SHEET. I] PRE—ENGINEERED WOOD TRUSSES & MISC. WOOD FRAMING SPACED ® 24"O.C. (MAX). © 0.6. INDICATES OVER —BUILT PRE—ENG. TRUSS. �7 G.T. INDICATES GIRDER TRUSS. ® THE REQUIRED NUMBER OF FASTENERS FOR CONNECTORS SUCH AS NAILS TO WOOD MEMBERS, SEE USP OR SIMPSON CATALOG AS APPLICABLE. g❑ SEE THE GENERAL NOTES FOR ROOF SHEATHING INFORMATION, AND FOR WOOD TRUSS TYPES. 10 PROVIDE DOUBLE 2X WOOD STUDS BELOW ALL G.T.'s, WOOD HEADERS, AND WOOD BEAMS CONTINUOUS TO FTG. UNLESS NOTED OTHERWISE. 11 PROVIDE MASONRY LINTEL OVER ALL OPENINGS IN MASONRY WALL (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCH'L. DRAWINGS) SEE LIFT BEAM PLAN FOR LINTEL TYPE SIZES AND REINFORCING, PROVIDE TEMPORARY SHORING DURING CONSTRUCTION IF LINTEL SPAN IS GREATER THAN 6 (SIX) FEET. SEE ARCH DRAWINGS FOR TRAY CEILING LOCATION AND DIMENSIONS 0 ROOF TRUSS DEAD LOAD = 25 PSF R TRUSS MFG. TO ADD ADDITIONAL 16 PSF UPLIFT LOAD WHEN DESIGNING TRUSSES COVERING THE LANAI AND COVERED ENTRY AREAS. 15 CONCRETE BEAM PER SCHEDULE ON SHEET S2.02 OR S5.02. 6/S5.04 5/S5.04 2 TOWER ROOF FRAMING PLAN A SCALE: 1/4" =1' - 0" �7 O 177 a G: 2250 LBS �L 0 TRUSS TO WOOD WALL PER 8a/5.03 (TYP. U.N.O.) U: 500 LBS ou-i G: 800 LBS 0 G.T. TO WOOD WALL PER 8b/5.03 TRUSS TO CMU WALL W/ SIMPSON HU28 (TYP.) M O NOTE: TRUSS MFG. TO COORDINATE WITH MECH. ENGR. FOR ALL DUCT PENETRATIONS THROUGH WOOD TRUSSES i i l � G.T. TO CMU WALL W/ SIMPSON HETA20 I L 11 G.T. TO CMU WALL W/ SIMPSON HU46 5 (3) 2x4 STUDS UNDER G.T. (TYP.) I p 800 LBS 0: 1300 LBS I 5/S5' 2 I I I II I I I I I � I I 'j, N m m J J O p cV CC-f 1 /$5.03 G.T. I I II I I I I I I I -- — — — — —— IrI to U: 246b,,LBSI I I I L — — — I� I I I I II I I I I Ile II I I I I I G.T. I I I 11 ROOF FRAMING PLAN A SCALE: 1 /4" =1' - 0" A n TRUSS TO CMU WALL W/ SIMPSON HETAL20 (TYP.) c' U: 600 LBS Z/1' G:1000 LBS 0 U: 1900 LBS o G: 11100 LBS I CHIMNEY FRAMING PER 13/S5.03 NOTE: TRUSS CONNECTION DETAILS ARE TYP. EA. END OF TRUSS, U.N.O. ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TO THE BEST OF MY KNO"TEDC£. THE BUILDING DESIGN PLANS AND SPECIFICATIONS COMPLY MITH BUILDING STRUCTURAL DESIGN CODE THE SIGNING AND SEAUNG OF THE PLANS AND SPECIFICATIONS ARE ONLY FOR THE BUILDING'S STRUCTURAL COMPONENTS AFFECTED BY MIND, LIVE AND GRANIY LOADS, 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fox 407-730-2999 Certificate of Authorization No. 25873 1 R 1441 N LC F ww A.B 19 CEN' DEERI (9: SUE R] BO T NW IPRO. MOD Y( )) P' ELE 70 M STA D AT SCA CV 0 SLOPES DN w CD CD N ry J U 3" CLR. GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP.) FOOTING DOWELS TO MATCH VERTICAL REINFORCING. PROVIDE 48 BAR DIA. LAP SPLICE. ADD'L 6x6-W1.4xW1.4 W.W.F. (PLACED 1" FROM TOP OF SLAB) 7SEE lLAN FOR SLAB GRADE, THICKNESS AND REINFORCING (TYP.) 6 MIL. VAPOR BARRIER SEE ARCH. DRAWINGS PEE FTG SCHEDULE OR SIZE AND REI . THICKENED SLAB/FOOTING SCALE: N.TS. 2x @ 16" O.C. _ 1/2" DIA. ANCHOR BOLT W/ MAX. (SEE PLAN) OVERSIZED WASHER ® 16" O.C. W/ MIN. 7" EMBEDMENT IN CONC. SIMPSON SPH4 OR SIMPSON SPH6 ® SEE PLAN FOR SLAB GRADE 16" O.C. THICKNESS AND REINFORCING (TYP.) — T11 —711 � 1 COMPACTED EE FTSCHEDULE SUBGRADE. (TYP.) G OR SIZE AND REI . THICKENED SLAB/FOOTING SCALE• KT� Lomax �I`a �LwO �Q:�w Do w (1) #5� SLOPES DN J a J U 3" CLR. GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP.) FOOTING DOWELS TO MATCH VERTICAL REINFORCING. PROVIDE 48 BAR DIA. LAP SPLICE. ADD'L 6x6-W1.4xW1.4 W.W.F. (PLACED 1" FROM TOP OF SLAB) 3'-0" SEE PLAN FOR SLAB GRADE, THICKNESS AND REINFORCING (TYP.) 6 MIL. VAPOR BARRIER SEE ARCH. DRAWINGS FTG SCHEDULE IPP SIZE AND REINI 13 THICKENED SLAB/FOOTING SCALE KT.S. CONC. OR PAVER BY OTHER MASONRY WALL (BEYOND) SEE PLAN (TYP.) 1-1/2" RECESS FOR SGD 3'-0" cl� / J U 3" CLR. EE FTG SCHEDULE OR SIZE AND REINf. II -III -III 6 MIL. VAPOR BARRIER SEE ARCH. DRAWINGS THICKENED SLAB/FOOTING SCALE N.T.S. — LINTEL — PRECAST HEADER �- — DOOR TRACK 2 X 8 (PT) PLATE EACH SIDE OF DOOR OPENING ATTACHMENT AS PER PRODUCT MANUF. FTG. PER S14/5.01 GARAGE DOOR 9 TRACK MOUNT DETAIL SCALE: KT.S. PAVERS 8„ J U ;.O 3" CLR. FTC SCHED SIZE AND R (1) #5 IN TOP OF� CONC. CURB SLOPES DN 0 w GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP.) FOOTING DOWELS TO MATCH VERTICAL REINFORCING. PROVIDE 48 BAR DIA. LAP SPLICE. ADD'L 6x6-W1.4xW1.4 W.W.F. w (PLACED 1" FROM TOP OF SLAB) EE 3'-0" a- 1 IIIII 0 �� SEE PLAN FOR SLAB GRADE, THICKNESS AND REINFORCING (TYP.) 6 MIL. VAPOR BARRIER „ SEE ARCH. DRAWINGS 3 CLR. EE FTG SCHEDULE OR SIZE AND REI . THICKENED SLAB/FOOTING SCALE: KTS. GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP.) FOOTING DOWELS TO MATCH VERTICAL REINFORCING. PROVIDE 48 BAR DIA. LAP SPLICE. ocs CONC. OR PAVER BY i? OTHER III 3" CLR. SE FTG SCHEDULE ON S21 FOR'FTG SIZE AND REINFO ING *_M__ ONRI COL FTG SCALE KTS MASONRY WALL (BEYOND) SEE PLAN (TYP.) 3-1/2"x12" RECESS 3'-0" 6 MIL. VAPOR BARRIER SEE ARCH. DRAWINGS iTHICKENED SLAB/FOOTING SCALE N.T.S. SEE PLAN FOR SLAB ON GRADE THICKNESS AND REINFORCING. (TYP.) OIL SEE PLAN T- /SLAB COMPACTED 8' SUB -GRADE (1) #5 CONT. o cr- U Q EL 0 0 U X a 2x @ 16" O.C. MAX. - (SEE PLAN) SIMPSON SPH4 OR- SIMPSON SPH6 16" O.C. VARIES 1/2" DIA. WEDGE BOLT @ 16" O.C. W/ MIN. 7" EMBEDMENT IN CONC. (1) #5 CONT. SEE PLAN FOR SLAB GRADE THICKNESS AND REINFORCING (TYP.) 1 1 COMPACTED SUBGRADE. (TYP.) TURNDOWN SLAB EDGE REINFORCED EE FTG SCHEDULE W/(3)-#5's CONT. AND #5 @ 48" OR SIZE AND REI O.C. TRANSVERSE (TYP.) 5 THICKENED SLAB/FOOTING SCALE N.T.S. OUTSIDE CORNER BARS TO uATCH SIZE AND NUMBER KITH THAT OF HORIZONTAL REINFORCING BARS. (TYP.) PROVIDE 2x4 KEYWAY (TYP.) TYPICAL HORIZONTAL - REINFORCING. 25" (MIN.) LAP CORNERS INTERSECTIONS HORIZ. REINF'S. AT BEAMS, WALLS AND FTG'S. SCALE III Cj�5DEPRESSED SLAB DETAIL r. SCALE KT.S. ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TO THE BEST OF MY 9NOVA.EDGE, ME BUILDING DESIGN PLANS AND SPECIRCATONS COMPLY M1H BUILDING STRUCTURAL DESIGN CODE THE SOWING AND SEALING OF ME PLANS AND SPECIFICATONS ME ONLY FOR TIE BUILDING'S STRUCTURAL COMPONENT: AFFECTED BY WIND, LIVE AND GRAMTY LOADS. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authori2ation No. 25873 ivy SUB RI' LOT NW I PROO,] MOD] YC "PI ELE` J MI EA" A F 0 —M w m J to E CD m w Z -'M na m 1° II° I II`I f •I .'• I II J IT rI I I < <1 II "I PRE-ENGINEERED WOOD ROOF TRUSSES AT 24"O.C. (MAX.) TYP. SEE ROOF LAN FOR CONN TOR INFO o7:t J - .d � n = Idr I' n `1a n Id9 In Idr I y n p • d ° d L I II fit "°. CMU LNTEL SEE I 1 LIFT BEM PLAN i •Y 1 I l Pl OPEN I L' i I •:f 11'':al I a ;a.I ADDITI NAL #5I;I I`;I EA SID[ OPENING Z I I SEE P JAN (TYP.) I Lam[ t It II• { I I�:I I I I�:I II•..{ LI • I I I'.I #5 (GROUT SOLID I I °I Z J • hi 00 --- I —I I--- ---- lad "�-- ---- ---- — 1'"�� ---- �A. I L C ;I r I. —1 WALL FOOTING: WF-(SEE PLAN) SEE PLAN AND SECTIONS FOR SIZE AND REINFORCING. (TYP.) SEE ROOF PLAN FOR CONNECTOR INF( G SEE PLAN --- _ -- T/BOND BM. d Id1 Idl I' nl' r'.II''i k' •f.`'I r: I I' f it IL I I COORD. W/ARCH'L. B/"U" LINTEL f f I :' :.I I'I :J I•'I.I f�I.I L: L L 11 I I= l OIL (..Ili I; II•i I i Ila I'.Mll:a I ."III I' dl 1 Z r rI SEE PLAN -4 it I I• n'I ----- T/SLAB II ----II-,,,I 'I I. TI SEE PLAN T/FTG. I I I I I J —J TYPICAL CMU BEARING WALL ELEVATION SCALE: RM NOTES: 1. DO NOT SPLICE TOP PLATES WITHIN 6'-0" OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. 2. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEARWALLS. SPLICE LENGTH PER SCHEDULE DOUBLE 2X TOP PLATE NAILS BETWEEN SPLICE LOCATION PER SCHEDULE — STAGGERED. LENGTH OF WALL SPLICE LENGTH NAILS ALONG (BETWEEN CORNERS) (MINIMUM) SPLICE LENGTH OVER 30' 4'-0" 18-16d OVER 20' 2'-8" 10-16d OVER 10' V-4" 6-16d LESS THAN 10' V-4" 4-16d TYPICAL TOP PLATE SPLICE SCALE: RTS. (V a, ::I ' . ' ' 3 1 /4" POURED SILL MINIMUM WALL AND HEADER STUD REQUIREMENTS , / Il MILL ruuntu t.tLL "/ ki i) i'fJ BAR CONT. FROM BEAM TO FTG. W/ 12" HOOK MIN. TYP. STEP DOWN BLOCK BEAM REINF. SCALE: FLTS 12 11 S'I LOT"I UPLlr I I,UININLU 1IUN KLQUIKtIMLN I AT POINTS 'A'(TOP AND BOTTOM OF MAXIMUM HEADER SPAN(FEET) HEADER STUDS. UPLIFT CONNECTION 3 s 1 s 12 15 18 IS REQUIRED AT EACH END OF HEADER NUMBER OF HEADER STUDS AND AT BOTTOM OF HEADER STUDS IN SUPPORTING END OF HEADER ADDITION TO CONNECTORS AT WALL STUDS 2 2 2 2 UNSUPPORTED STUD NUMBER OF FULL LENGTH STUDS WALL HEIGHT SPACING AT EACH END OF HEADER 12" 2 2 3 3 3 3 10' OR LESS 16" 2 2 3 3 3 3 24" 1 2 2 2 2 2 12" 2 2 3 4 5 5 GREATER THAN 10' 16" 2 2 3 3 4 4 24" 1 2 2 2 3 3 *THE HEADER STUD SHALL NOT BE REQUIRED IF THE HEADER IS SUPPORTED BY A SUITABLE FRAMING ANCHOR ,n HEADER STUD SCHEDULE IV SCALE: N.TA ARCH FRAMING SCALE: N.TA 1x P.T. BUCK NAILED W/ 0.099" x 1:" COIL NAILS @ 12" O.C. MAX. W/ 6" MAX. EDGE DISTANCE OR PER PRODUCT APPROVAL SPECIFICATIONS (4" O.C. THROUGHOUT ® SLIDING GLASS DOORS) DOOR/ OR WINDOW 2x P.T. BUCK W/ I" DIA x 1" EMBED. TAPCON TO CMU WALL 12" O.C. MAX. OR PER PRODUCT APPROVAL SPECIFICATIONS WINDOW AND/OR ENTRY DOOR SCALE: TUTS. EXT. CMU WALL 14 N C3) N cD 4 1/ " N \ 6" DIA. STEEL PIPE w/ 1 /2" x 9" x 9" I I BASE PL. ANCHOR TO I I BASE PL 1/2" x 9" x 9" SLAB w/ (4) BOLT " I I EPDXY BOLTS. I I I �J(Nj x =z I I U: I I o o co COMPACTED (1) #5 CONT. SUBGRADE 1'-0" FV6 BOLLARD DETAIL J SCALE: RTS. 2x4 BLOCKING BETWEEN TRUSSES 24" O.C. TOENAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS AND SECURED TO BEAM W/ SIMPSON HGAM10KTA TO BRACE TOP OF WALL r-- TOP CHORD OF WOOD TRUSS i BTM. CHORD OF WOOD TRUSS 1x4 BTM. CHORD BRACING, SEE PLAN FOR LOCATION. TOP OF WALL BRACING SCALE: Iffa ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP To THE BEST OF MY KNCALEDGE, T E BUILDING DESIGN PUNS AND SPECIFICATONS COMPLY MTH BUILDING STRUMRAL DESIGN CODE. THE SGNING AND SEALING of N1E PLANS AND SOEaHCATIONS PRE ONLY FOR THE BUILDINGS STRUCTURAL COMPONENTS AFFECTED BY WIND. LIVE AND GRANTY LOADS 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 I/ L( WW A.E PRO. 0: MOD. YC 1) PI ELE" GARA '0 MI I. —1 WALL FOOTING: WF-(SEE PLAN) SEE PLAN AND SECTIONS FOR SIZE AND REINFORCING. (TYP.) SEE ROOF PLAN FOR CONNECTOR INF( G SEE PLAN --- _ -- T/BOND BM. d Id1 Idl I' nl' r'.II''i k' •f.`'I r: I I' f it IL I I COORD. W/ARCH'L. B/"U" LINTEL f f I :' :.I I'I :J I•'I.I f�I.I L: L L 11 I I= l OIL (..Ili I; II•i I i Ila I'.Mll:a I ."III I' dl 1 Z r rI SEE PLAN -4 it I I• n'I ----- T/SLAB II ----II-,,,I 'I I. TI SEE PLAN T/FTG. I I I I I J —J TYPICAL CMU BEARING WALL ELEVATION SCALE: RM NOTES: 1. DO NOT SPLICE TOP PLATES WITHIN 6'-0" OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. 2. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEARWALLS. SPLICE LENGTH PER SCHEDULE DOUBLE 2X TOP PLATE NAILS BETWEEN SPLICE LOCATION PER SCHEDULE — STAGGERED. LENGTH OF WALL SPLICE LENGTH NAILS ALONG (BETWEEN CORNERS) (MINIMUM) SPLICE LENGTH OVER 30' 4'-0" 18-16d OVER 20' 2'-8" 10-16d OVER 10' V-4" 6-16d LESS THAN 10' V-4" 4-16d TYPICAL TOP PLATE SPLICE SCALE: RTS. (V a, ::I ' . ' ' 3 1 /4" POURED SILL MINIMUM WALL AND HEADER STUD REQUIREMENTS , / Il MILL ruuntu t.tLL "/ ki i) i'fJ BAR CONT. FROM BEAM TO FTG. W/ 12" HOOK MIN. TYP. STEP DOWN BLOCK BEAM REINF. SCALE: FLTS 12 11 S'I LOT"I UPLlr I I,UININLU 1IUN KLQUIKtIMLN I AT POINTS 'A'(TOP AND BOTTOM OF MAXIMUM HEADER SPAN(FEET) HEADER STUDS. UPLIFT CONNECTION 3 s 1 s 12 15 18 IS REQUIRED AT EACH END OF HEADER NUMBER OF HEADER STUDS AND AT BOTTOM OF HEADER STUDS IN SUPPORTING END OF HEADER ADDITION TO CONNECTORS AT WALL STUDS 2 2 2 2 UNSUPPORTED STUD NUMBER OF FULL LENGTH STUDS WALL HEIGHT SPACING AT EACH END OF HEADER 12" 2 2 3 3 3 3 10' OR LESS 16" 2 2 3 3 3 3 24" 1 2 2 2 2 2 12" 2 2 3 4 5 5 GREATER THAN 10' 16" 2 2 3 3 4 4 24" 1 2 2 2 3 3 *THE HEADER STUD SHALL NOT BE REQUIRED IF THE HEADER IS SUPPORTED BY A SUITABLE FRAMING ANCHOR ,n HEADER STUD SCHEDULE IV SCALE: N.TA ARCH FRAMING SCALE: N.TA 1x P.T. BUCK NAILED W/ 0.099" x 1:" COIL NAILS @ 12" O.C. MAX. W/ 6" MAX. EDGE DISTANCE OR PER PRODUCT APPROVAL SPECIFICATIONS (4" O.C. THROUGHOUT ® SLIDING GLASS DOORS) DOOR/ OR WINDOW 2x P.T. BUCK W/ I" DIA x 1" EMBED. TAPCON TO CMU WALL 12" O.C. MAX. OR PER PRODUCT APPROVAL SPECIFICATIONS WINDOW AND/OR ENTRY DOOR SCALE: TUTS. EXT. CMU WALL 14 N C3) N cD 4 1/ " N \ 6" DIA. STEEL PIPE w/ 1 /2" x 9" x 9" I I BASE PL. ANCHOR TO I I BASE PL 1/2" x 9" x 9" SLAB w/ (4) BOLT " I I EPDXY BOLTS. I I I �J(Nj x =z I I U: I I o o co COMPACTED (1) #5 CONT. SUBGRADE 1'-0" FV6 BOLLARD DETAIL J SCALE: RTS. 2x4 BLOCKING BETWEEN TRUSSES 24" O.C. TOENAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS AND SECURED TO BEAM W/ SIMPSON HGAM10KTA TO BRACE TOP OF WALL r-- TOP CHORD OF WOOD TRUSS i BTM. CHORD OF WOOD TRUSS 1x4 BTM. CHORD BRACING, SEE PLAN FOR LOCATION. TOP OF WALL BRACING SCALE: Iffa ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP To THE BEST OF MY KNCALEDGE, T E BUILDING DESIGN PUNS AND SPECIFICATONS COMPLY MTH BUILDING STRUMRAL DESIGN CODE. THE SGNING AND SEALING of N1E PLANS AND SOEaHCATIONS PRE ONLY FOR THE BUILDINGS STRUCTURAL COMPONENTS AFFECTED BY WIND. LIVE AND GRANTY LOADS 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 I/ L( WW A.E PRO. 0: MOD. YC 1) PI ELE" GARA '0 MI L: L L 11 I I= l OIL (..Ili I; II•i I i Ila I'.Mll:a I ."III I' dl 1 Z r rI SEE PLAN -4 it I I• n'I ----- T/SLAB II ----II-,,,I 'I I. TI SEE PLAN T/FTG. I I I I I J —J TYPICAL CMU BEARING WALL ELEVATION SCALE: RM NOTES: 1. DO NOT SPLICE TOP PLATES WITHIN 6'-0" OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. 2. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEARWALLS. SPLICE LENGTH PER SCHEDULE DOUBLE 2X TOP PLATE NAILS BETWEEN SPLICE LOCATION PER SCHEDULE — STAGGERED. LENGTH OF WALL SPLICE LENGTH NAILS ALONG (BETWEEN CORNERS) (MINIMUM) SPLICE LENGTH OVER 30' 4'-0" 18-16d OVER 20' 2'-8" 10-16d OVER 10' V-4" 6-16d LESS THAN 10' V-4" 4-16d TYPICAL TOP PLATE SPLICE SCALE: RTS. (V a, ::I ' . ' ' 3 1 /4" POURED SILL MINIMUM WALL AND HEADER STUD REQUIREMENTS , / Il MILL ruuntu t.tLL "/ ki i) i'fJ BAR CONT. FROM BEAM TO FTG. W/ 12" HOOK MIN. TYP. STEP DOWN BLOCK BEAM REINF. SCALE: FLTS 12 11 S'I LOT"I UPLlr I I,UININLU 1IUN KLQUIKtIMLN I AT POINTS 'A'(TOP AND BOTTOM OF MAXIMUM HEADER SPAN(FEET) HEADER STUDS. UPLIFT CONNECTION 3 s 1 s 12 15 18 IS REQUIRED AT EACH END OF HEADER NUMBER OF HEADER STUDS AND AT BOTTOM OF HEADER STUDS IN SUPPORTING END OF HEADER ADDITION TO CONNECTORS AT WALL STUDS 2 2 2 2 UNSUPPORTED STUD NUMBER OF FULL LENGTH STUDS WALL HEIGHT SPACING AT EACH END OF HEADER 12" 2 2 3 3 3 3 10' OR LESS 16" 2 2 3 3 3 3 24" 1 2 2 2 2 2 12" 2 2 3 4 5 5 GREATER THAN 10' 16" 2 2 3 3 4 4 24" 1 2 2 2 3 3 *THE HEADER STUD SHALL NOT BE REQUIRED IF THE HEADER IS SUPPORTED BY A SUITABLE FRAMING ANCHOR ,n HEADER STUD SCHEDULE IV SCALE: N.TA ARCH FRAMING SCALE: N.TA 1x P.T. BUCK NAILED W/ 0.099" x 1:" COIL NAILS @ 12" O.C. MAX. W/ 6" MAX. EDGE DISTANCE OR PER PRODUCT APPROVAL SPECIFICATIONS (4" O.C. THROUGHOUT ® SLIDING GLASS DOORS) DOOR/ OR WINDOW 2x P.T. BUCK W/ I" DIA x 1" EMBED. TAPCON TO CMU WALL 12" O.C. MAX. OR PER PRODUCT APPROVAL SPECIFICATIONS WINDOW AND/OR ENTRY DOOR SCALE: TUTS. EXT. CMU WALL 14 N C3) N cD 4 1/ " N \ 6" DIA. STEEL PIPE w/ 1 /2" x 9" x 9" I I BASE PL. ANCHOR TO I I BASE PL 1/2" x 9" x 9" SLAB w/ (4) BOLT " I I EPDXY BOLTS. I I I �J(Nj x =z I I U: I I o o co COMPACTED (1) #5 CONT. SUBGRADE 1'-0" FV6 BOLLARD DETAIL J SCALE: RTS. 2x4 BLOCKING BETWEEN TRUSSES 24" O.C. TOENAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS AND SECURED TO BEAM W/ SIMPSON HGAM10KTA TO BRACE TOP OF WALL r-- TOP CHORD OF WOOD TRUSS i BTM. CHORD OF WOOD TRUSS 1x4 BTM. CHORD BRACING, SEE PLAN FOR LOCATION. TOP OF WALL BRACING SCALE: Iffa ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP To THE BEST OF MY KNCALEDGE, T E BUILDING DESIGN PUNS AND SPECIFICATONS COMPLY MTH BUILDING STRUMRAL DESIGN CODE. THE SGNING AND SEALING of N1E PLANS AND SOEaHCATIONS PRE ONLY FOR THE BUILDINGS STRUCTURAL COMPONENTS AFFECTED BY WIND. LIVE AND GRANTY LOADS 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 I/ L( WW A.E PRO. 0: MOD. YC 1) PI ELE" GARA '0 MI SEE PLAN T/FTG. I I I I I J —J TYPICAL CMU BEARING WALL ELEVATION SCALE: RM NOTES: 1. DO NOT SPLICE TOP PLATES WITHIN 6'-0" OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. 2. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEARWALLS. SPLICE LENGTH PER SCHEDULE DOUBLE 2X TOP PLATE NAILS BETWEEN SPLICE LOCATION PER SCHEDULE — STAGGERED. LENGTH OF WALL SPLICE LENGTH NAILS ALONG (BETWEEN CORNERS) (MINIMUM) SPLICE LENGTH OVER 30' 4'-0" 18-16d OVER 20' 2'-8" 10-16d OVER 10' V-4" 6-16d LESS THAN 10' V-4" 4-16d TYPICAL TOP PLATE SPLICE SCALE: RTS. (V a, ::I ' . ' ' 3 1 /4" POURED SILL MINIMUM WALL AND HEADER STUD REQUIREMENTS , / Il MILL ruuntu t.tLL "/ ki i) i'fJ BAR CONT. FROM BEAM TO FTG. W/ 12" HOOK MIN. TYP. STEP DOWN BLOCK BEAM REINF. SCALE: FLTS 12 11 S'I LOT"I UPLlr I I,UININLU 1IUN KLQUIKtIMLN I AT POINTS 'A'(TOP AND BOTTOM OF MAXIMUM HEADER SPAN(FEET) HEADER STUDS. UPLIFT CONNECTION 3 s 1 s 12 15 18 IS REQUIRED AT EACH END OF HEADER NUMBER OF HEADER STUDS AND AT BOTTOM OF HEADER STUDS IN SUPPORTING END OF HEADER ADDITION TO CONNECTORS AT WALL STUDS 2 2 2 2 UNSUPPORTED STUD NUMBER OF FULL LENGTH STUDS WALL HEIGHT SPACING AT EACH END OF HEADER 12" 2 2 3 3 3 3 10' OR LESS 16" 2 2 3 3 3 3 24" 1 2 2 2 2 2 12" 2 2 3 4 5 5 GREATER THAN 10' 16" 2 2 3 3 4 4 24" 1 2 2 2 3 3 *THE HEADER STUD SHALL NOT BE REQUIRED IF THE HEADER IS SUPPORTED BY A SUITABLE FRAMING ANCHOR ,n HEADER STUD SCHEDULE IV SCALE: N.TA ARCH FRAMING SCALE: N.TA 1x P.T. BUCK NAILED W/ 0.099" x 1:" COIL NAILS @ 12" O.C. MAX. W/ 6" MAX. EDGE DISTANCE OR PER PRODUCT APPROVAL SPECIFICATIONS (4" O.C. THROUGHOUT ® SLIDING GLASS DOORS) DOOR/ OR WINDOW 2x P.T. BUCK W/ I" DIA x 1" EMBED. TAPCON TO CMU WALL 12" O.C. MAX. OR PER PRODUCT APPROVAL SPECIFICATIONS WINDOW AND/OR ENTRY DOOR SCALE: TUTS. EXT. CMU WALL 14 N C3) N cD 4 1/ " N \ 6" DIA. STEEL PIPE w/ 1 /2" x 9" x 9" I I BASE PL. ANCHOR TO I I BASE PL 1/2" x 9" x 9" SLAB w/ (4) BOLT " I I EPDXY BOLTS. I I I �J(Nj x =z I I U: I I o o co COMPACTED (1) #5 CONT. SUBGRADE 1'-0" FV6 BOLLARD DETAIL J SCALE: RTS. 2x4 BLOCKING BETWEEN TRUSSES 24" O.C. TOENAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS AND SECURED TO BEAM W/ SIMPSON HGAM10KTA TO BRACE TOP OF WALL r-- TOP CHORD OF WOOD TRUSS i BTM. CHORD OF WOOD TRUSS 1x4 BTM. CHORD BRACING, SEE PLAN FOR LOCATION. TOP OF WALL BRACING SCALE: Iffa ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP To THE BEST OF MY KNCALEDGE, T E BUILDING DESIGN PUNS AND SPECIFICATONS COMPLY MTH BUILDING STRUMRAL DESIGN CODE. THE SGNING AND SEALING of N1E PLANS AND SOEaHCATIONS PRE ONLY FOR THE BUILDINGS STRUCTURAL COMPONENTS AFFECTED BY WIND. LIVE AND GRANTY LOADS 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 I/ L( WW A.E PRO. 0: MOD. YC 1) PI ELE" GARA '0 MI TYPICAL TOP PLATE SPLICE SCALE: RTS. (V a, ::I ' . ' ' 3 1 /4" POURED SILL MINIMUM WALL AND HEADER STUD REQUIREMENTS , / Il MILL ruuntu t.tLL "/ ki i) i'fJ BAR CONT. FROM BEAM TO FTG. W/ 12" HOOK MIN. TYP. STEP DOWN BLOCK BEAM REINF. SCALE: FLTS 12 11 S'I LOT"I UPLlr I I,UININLU 1IUN KLQUIKtIMLN I AT POINTS 'A'(TOP AND BOTTOM OF MAXIMUM HEADER SPAN(FEET) HEADER STUDS. UPLIFT CONNECTION 3 s 1 s 12 15 18 IS REQUIRED AT EACH END OF HEADER NUMBER OF HEADER STUDS AND AT BOTTOM OF HEADER STUDS IN SUPPORTING END OF HEADER ADDITION TO CONNECTORS AT WALL STUDS 2 2 2 2 UNSUPPORTED STUD NUMBER OF FULL LENGTH STUDS WALL HEIGHT SPACING AT EACH END OF HEADER 12" 2 2 3 3 3 3 10' OR LESS 16" 2 2 3 3 3 3 24" 1 2 2 2 2 2 12" 2 2 3 4 5 5 GREATER THAN 10' 16" 2 2 3 3 4 4 24" 1 2 2 2 3 3 *THE HEADER STUD SHALL NOT BE REQUIRED IF THE HEADER IS SUPPORTED BY A SUITABLE FRAMING ANCHOR ,n HEADER STUD SCHEDULE IV SCALE: N.TA ARCH FRAMING SCALE: N.TA 1x P.T. BUCK NAILED W/ 0.099" x 1:" COIL NAILS @ 12" O.C. MAX. W/ 6" MAX. EDGE DISTANCE OR PER PRODUCT APPROVAL SPECIFICATIONS (4" O.C. THROUGHOUT ® SLIDING GLASS DOORS) DOOR/ OR WINDOW 2x P.T. BUCK W/ I" DIA x 1" EMBED. TAPCON TO CMU WALL 12" O.C. MAX. OR PER PRODUCT APPROVAL SPECIFICATIONS WINDOW AND/OR ENTRY DOOR SCALE: TUTS. EXT. CMU WALL 14 N C3) N cD 4 1/ " N \ 6" DIA. STEEL PIPE w/ 1 /2" x 9" x 9" I I BASE PL. ANCHOR TO I I BASE PL 1/2" x 9" x 9" SLAB w/ (4) BOLT " I I EPDXY BOLTS. I I I �J(Nj x =z I I U: I I o o co COMPACTED (1) #5 CONT. SUBGRADE 1'-0" FV6 BOLLARD DETAIL J SCALE: RTS. 2x4 BLOCKING BETWEEN TRUSSES 24" O.C. TOENAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS AND SECURED TO BEAM W/ SIMPSON HGAM10KTA TO BRACE TOP OF WALL r-- TOP CHORD OF WOOD TRUSS i BTM. CHORD OF WOOD TRUSS 1x4 BTM. CHORD BRACING, SEE PLAN FOR LOCATION. TOP OF WALL BRACING SCALE: Iffa ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP To THE BEST OF MY KNCALEDGE, T E BUILDING DESIGN PUNS AND SPECIFICATONS COMPLY MTH BUILDING STRUMRAL DESIGN CODE. THE SGNING AND SEALING of N1E PLANS AND SOEaHCATIONS PRE ONLY FOR THE BUILDINGS STRUCTURAL COMPONENTS AFFECTED BY WIND. LIVE AND GRANTY LOADS 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 I/ L( WW A.E PRO. 0: MOD. YC 1) PI ELE" GARA '0 MI *THE HEADER STUD SHALL NOT BE REQUIRED IF THE HEADER IS SUPPORTED BY A SUITABLE FRAMING ANCHOR ,n HEADER STUD SCHEDULE IV SCALE: N.TA ARCH FRAMING SCALE: N.TA 1x P.T. BUCK NAILED W/ 0.099" x 1:" COIL NAILS @ 12" O.C. MAX. W/ 6" MAX. EDGE DISTANCE OR PER PRODUCT APPROVAL SPECIFICATIONS (4" O.C. THROUGHOUT ® SLIDING GLASS DOORS) DOOR/ OR WINDOW 2x P.T. BUCK W/ I" DIA x 1" EMBED. TAPCON TO CMU WALL 12" O.C. MAX. OR PER PRODUCT APPROVAL SPECIFICATIONS WINDOW AND/OR ENTRY DOOR SCALE: TUTS. EXT. CMU WALL 14 N C3) N cD 4 1/ " N \ 6" DIA. STEEL PIPE w/ 1 /2" x 9" x 9" I I BASE PL. ANCHOR TO I I BASE PL 1/2" x 9" x 9" SLAB w/ (4) BOLT " I I EPDXY BOLTS. I I I �J(Nj x =z I I U: I I o o co COMPACTED (1) #5 CONT. SUBGRADE 1'-0" FV6 BOLLARD DETAIL J SCALE: RTS. 2x4 BLOCKING BETWEEN TRUSSES 24" O.C. TOENAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS AND SECURED TO BEAM W/ SIMPSON HGAM10KTA TO BRACE TOP OF WALL r-- TOP CHORD OF WOOD TRUSS i BTM. CHORD OF WOOD TRUSS 1x4 BTM. CHORD BRACING, SEE PLAN FOR LOCATION. TOP OF WALL BRACING SCALE: Iffa ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP To THE BEST OF MY KNCALEDGE, T E BUILDING DESIGN PUNS AND SPECIFICATONS COMPLY MTH BUILDING STRUMRAL DESIGN CODE. THE SGNING AND SEALING of N1E PLANS AND SOEaHCATIONS PRE ONLY FOR THE BUILDINGS STRUCTURAL COMPONENTS AFFECTED BY WIND. LIVE AND GRANTY LOADS 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 I/ L( WW A.E PRO. 0: MOD. YC 1) PI ELE" GARA '0 MI 1a ALLOWABLE UPLIFT = 2235 LBS 1 STRAP) 1b ALLOWABLE UPLIFT = 2500 LBS �2 STRAPS W/ 2 PLIES OR MORE 19/32" CDX PLYWOOD SHEATHING W/ 8d 1 or 2 SIMPSON HETAL20 RING SHANK NAILS ® 6" O.C. FIELD, EDGES AND TRUSS ANCHOR W/ (10) � 4" O.C. DIAPHRAGM BOUNDARIES (FASCIA) 10d x 11' NAILS TO TRUSS. ENGINEERED WOOD TRUSSES PROVIDE 4" MINIMUM @ 24" 0/C, SUBMIT SHOP CONCRETE EMBEDMENT. DRAWINGS FOR REVIEW AND APPROVAL 2x8 FASCIA TO --� EA. TRUSS W/ (3) 16d GALV. RING PER ARCH SHANK NAILS MASONRY BOND BEAM SEE SCHEDULE LEVEL RETURN FOR 'B' ELEV. 1 _ ZPICALTRUSS CONNECTORS) - KTS SEE PLANS AND PLAN NOTES FOR LOCATION OF GROUTED CELLS STOP GROUT MIN 1 1/2" BELOW TOP OF UNIT IF POUR IS STOPPED FOR MORE THAN ONE HOUR MAX HEIGHT OF POUR = 10'-8". GROUT TO CONFORM TO ASTM C476. MAXIMUM AGGREGATE SIZE = 3/8". SLUMP = 8" TO 11". PROVIDE CLEAN OUT HOLE MINIMUM SIZE 3"x 3". ALL OVERHANGING MORTAR AND DEBRIS TO BE REMOVED FROM INSIDE THE CELL WALLS. SEAL PRIOR TO GROUTING, BUT AFTER INSPECTION. NOTE: DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAIT NOT LESS THAN 24 HOURS. TYPICAL HIGH LIFT 8 GROUTING SECTION SCALE- KTS. 2a ALLOWABLE UPLIFT = 5000 LBS (2 BOLTS IN TOP HOLES) 2b ALLOWABLE UPLIFT = 11000 (4 BOLTS) 1 or 2 SIMPSON HETAL20 TRUSS ANCHOR W/ (10) 10d x 4' NAILS TO TRUSS. PROVIDE 4" MINIMUM CONCRETE EMBEDMENT. 2x8 FASCIA TO EA. TRUSS W/ (3) 16d GALV. RING SHANK NAILS LEVEL RETURN FOR 'B' ELEV. 19/32" CDX PLYWOOD SHEATHING W/ 8d RING SHANK NAILS @ 6" O.C. FIELD, EDGES AND 4" O.C. DIAPHRAGM BOUNDARIES (FASCIA) ENGINEERED WOOD TRUSSES ® 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL ,r USP USC43 STEEL CONNECTOR (USP RFUS TO BOTTOM CHORD FOR TRUSSES R ARCH W/ HEEL) WITH 4" 0 HILITI KWIK III BOLTS W/ 5" CONCRETE EMBEDMENT MIN. AND (8) 16d COMMON NAILS MASONRY BOND BEAM SEE SCHEDULE IF 4 BOLTS ARE USED ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH SIDE OF BOLTS 2a 2b TYPICAL ROOF GIRDER CONNECTORS) K .S RAKED CONC. BEAM. SEE PLAN & SCHEDULE ALLOWABLE UPLIFT = 1380 LBS 1 STRAP) F8b ALLOWABLE UPLIFT = 2760 LBS 2 STRAPS) 1 or 2 SIMPSON H10A TRUSS ANCHOR W/ 10d x 1"" NAILS TO TRUSS AND 10d x 3" NAILS TO TOP PLATE. FIRST ONE APPLIED TO INSIDE FACE OF WALL. IN ADDITION, ADD (4) 16d TOE —NAILS, 2 EACH SIDE OF TRUSS. 2x4, 2x6 or 2 STUDS @ 16" 0 ENGINEERED WOOD TRUSSES 24" O.C. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL ULWV1\111V J ALL PLYWOOD SEAMS 8a 8b TYPICAL TRUSS CONNECTOR(S) SCALE- N.TB. 2X4 P.T. SECURED TO MASONRY W/ 1/4" DIA. x 3" TAPCONS © 16" O.C. 1X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION 1e. PRE—ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX GABLE END BRACING / SCALE- KT.3. 1x2 PT DRIP EDGE (2) 5/8" COX TOP PLATE 2x4 X—BRACING W/ (4) 10d TOE NAILS © EA. SIDE (TYP.) CONC. POURED LINTEL COURSE NAIL SHLAIHING 4' U.C. WALL MEMBERS AND BLOCKING W/ 10d NAIL SIMPSON HETAL20 20 BLOCKING AT SEAMS 20 ® 24" O.C. ON EDGE OF FLAT AT GABLE ENDS 10d NAILS UNO SECURE BLOCKING TO TRUSS W/ AT 4" O.C. (3) 16d TOE NAILS EA END 2x8 FASCIA TO EA. 2x4 OUTRIGGER W/ SIMPSON W/ (3) 16d GALV. 8„ U24 RING SHANK NAILS RAKED CONC. BEAM SEE PLAN USP HLPTA75 (TYP) �4 1X4 SYP LATERAL RE—INFORCING 36" O.C. MAX ® TRUSS BTM. CHORD, SECURE W/ (3) 10d NAILS ® EA. TRUSS CHORD c I P.T. 2x4 CONT. 1X4 BTM CHORD BRACING FASTEN TO WALL WITH AS SHOWN ON PLAN SECURED W/ i"x3" TAPCON ® 12" O.C. (2) 10d NAILS EA INTERSECTION OVERHANG A MASONRY GABLE SCALE KTS. 6'-0" MAX 1x4 BTM. CHORD BRACING 72" O/C MAX., SECURED W/ SEE PLAN / (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION, TYP. FOR LOCATION o N v, � N C � � 1x4 DIAGONAL BRACING, SEEP FOR LOCATION . CHORD N BTM. W00 ZE N D WEND WALL OR OTHER END TYPE CONDITION, IF SEE PLAN DEPICTED ARCH. BRIG. APPROX. RIDGE HEIGHT —SIMPSON SP2 8d NAILS @ 6" (TYP.) O.C. TYP. ?x6 BLOCKING 48" O.C. CORNER FRAMING i/8" OSB SHEATHING V/ 8d NAILS @ 4" O.C. YPICAL 4 SIDES 16 FRAMING � 16" O.C. 2x4 X—BRACING (5) #10 x 3" LONG WOOD SCREWS AT BOTTOM OF TRUSS PROVIDE 2x6 BRACES FROM STUD TO TRUSS (TYP.) AT EACH CORNER FOR 2—BAY SPACES CHIMNEY FRAMING DETAIL Id SCALE- KTS. TRUSS BRACING DETAIL SCALE- KTB. CHORD OF, ROOF TRUSES ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TO T E BEST OF MY KNOI4EDGE, T E BUILDING DESIGN PLANS AND SPECIFICATIONS COMPLY W4 BUILDING ST3U Al_ DESGN CODE. T E SGMRlG AND SEALING OF TIE PLANS AND SPEDFICATIONS ARE ONLY FOR TIE MIUDINOS ST UCTMAL COMPoNENTS AFFECTED BY WND, LIVE AND GRl LOADS_ 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 IA R m [DEERF1. IN SEE ROOF PLAN FOF CONNECTOF INF( USP SPT21 ® 16" O.0 2x6 KNEE WALI (2x6 © 16" O.C. (2) 1 /4" LAG x 51 LONG EACH TRUS! USP SPT22 ® 16" O.0 SECTION 1 SCALE: KT.S 2x HEADER SEE PLAN FOR SIZE AND QUANTITY PROVIDE 1x WOOD or Y" PLYWOOD FILLER(S). a NAIL ALL TOGETHER W/ 16d COMMONcl- NAILS, 2—ROWS, 6" O/C N SHORT 2x STUDS BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE WINDOW. SEE ROOF P FOR CONNEC I I USP ® 16" ROOF PLAN CONNECTOR D 3ONRY BOND W PER PLAN SECTION 2 scALE KTS. NRY BOND 'LAN SEE ROOF PLAN FOR CONNECTOR INFC 6 O.C. LAG NG SUSS PREMANUF. TRUSSES USP SPT; ® 16" 0.' SECTION 3 SCALE KTS. (3) 202 HEADER PROVIDE _—DBL. TOP- PLAT---------------------r-PLYWOOD—FILLER(S)_ CONT. NAIL ALL TOGETHER W/ 16d COMMON N NAILS 2—ROWS 6" 0 C — 2x6 BLOCKING FOR SHUTTER INSTALLATION. / N E PROVIDE Yz" PLYWOOD FILLER(S). _ NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2—ROWS, 6" O/C (1) 2x6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE SHORT 2x STUDS PLY OF FILLER BELOW W/ 16d COMMON NAILS, 6" O/C BENEATH WINDOW SILL 26 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE Y" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2—ROWS, 6" O/C SINGLE BTM. PT PLATE SECTION A —A, SILL AND HEADER FRAMING SCALE: N.T.S. 2x HEADER SEE PLAN FOR SIZE AND QUANTITY LAP TOP PLATE A MIN. OF 48" AND NAIL VERIFY HEIGHT OF WALL PROVIDE 1x WOOD FILLER(S). W/ 16d COMMON NAILS, 2—ROWS, 4" 0/C W/ PLAN NAIL ALL TOGHETHER W/ 16d COMMON BTM. LAP TO OCCUR OVER STUD ,i USP RT16A NAILS, 2—ROWS, 6" O.C. %" 0 X 8" MIN. EXPANSION BOLT W/ 3x3 OVERSIZED WASHERS PLACED 16" O/C4" MIN. CONC. EMBED 2x MID —HEIGHT BLOCKING, AND ANY PLYWOOD SEAMS W/ (2) 16d TOE —NAILS, E.E. x N BTM. MEMBER OF TOP PLATE SPLICE MUST OCCUR OVER STUD. USP LSTA18 W/ 10d x 3" GALV. COMMON NAILS, (7) EACH END TOTAL OF 14 NAILS. APPLIED TO INSIDE FACE ONLY. a X N Q N X cV 16" O.C. 2) 1 /4" LAG 4" LONG ACH 2x4 2x4 ® 24" O.C. W/ SMPSON LUS24 =ACH END 1/4"0" LAG PREMANUF. SCREW © 8" O.C. TRUSSES (2) 2X TO G.T. W/ 12d ® 8" O.C. DBL. TOP PLATE CONT. FIELD —CUT 2X12 TO BARREL ROOF PROFILE SEE ROOF PLAN FOR CONN. INFO USP SPT26 ® 16" O.C. 2x6 ® 16" O.C. USP SPT22 ® 16" O.C. G.T. PER TRUSS MFG. (2—PLY MIN.) 4 SEC110N SCALE N.TS. � N o � o c--- ---- -----Tom--------- m 00 O N X N 2x STUDS ® 16" O.C. 0 IM ZJ 4'-0" MIN. TOP PLATE SPLICE AND NAIL W/ 16d COMMON NAILS, 2—ROWS, 4" 0/C_ 26 IT BLOCKING TIGHT BETWEEN TRUSSE SECURE TO ADJACENT TRUSSES W (2) 16d GALV. COMMON NAIL TOE— AILED, EACH END. NAIL BLOCKING T AT)P PLATT/ (3) 16d COMMON NAILS. N STRAPS R JUST NOT SEE OPPO HEADER F (2) FULL 2x STUDS UIRED 3HOWN FOR 3 TE SIDE OF STRAPS. IGHT I SIMPSON A35 26 FLAT )E NAILED TO %" 0 X 8" MIN. EXPANSION BOLT Y W/ 3x3 OVERSIZED WASHERS PLACED 32" 0/C, 6" MIN. CONC. EMBED (2) JACK 2x STUDS UNDER HEADER NOTES: 1. ALLOWABLE UPLIFT SHALL NOT EXCEED 1225 LBS 2. THIS REPAIR IS LIMITED TO NO MORE THAN TWO (2) DISPLACED EMBEDDED ANCHORS IN A ROW TYP. ROOF TRUSS USP HTWM16 W/ (4) 1 /4" X 2-1/4' TAPCONS TO BOND BEAM MASONRY WALL W/ 16" CONT. POURED CONC. BOND BEAM TYP. TRUSS ANCHORAGE- RETROFIT SCALE KTR I I I I W I I (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d COMMON NAILS, 3" O/C (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d COMMON NAILS, 3" O/C USP SPTH4 OR USP SPTH6 TOP & BTM. STUD PLATE TIES W/ 10d x 1Yz" GALV. COMMON NAILS FILL EVERY HOLE. DO NOT USE 3" LONG NAILS! wil � III II �32„ MAX_ C—C. SPACINGlk TYPICAL INTERIOR OR EXTERIOR WOOD FRAME BEARING WALL CONSTRUC11ON DETAILS SCALE KT.S. LAP TOP PLATES AT CORNER, TYPICAL SECURE FLOOR TRUSS TO TOP PLATE W/ (4) 16d COMMON NAILS, 2 EACH SIDE. 2x MID —HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d TOE —NAILS, E.E. PRE—ENGINEERED TRUSSES DRILL 6" INTO EXIST. FTG. 30" VERT. LAP REQ'D. EPDXY & -DRIVE #5 EXISTING FTG. MISSING DOWEL 7 ZEE IF& HETA16 P.T. 2X's ON MASONRY AIL 2x W/ (2) 12d NAILS @ CA. END FOR SHEATHING ATTACHMENT — (2) 2x MEMBERS NAILED W/ (2) 12d TOE NAILS TOP AND BOTTOM �— HETA16 2X RADIAL FRAMING W/ 8d NAILS SEE PLAN 3/16" X 3" TAPCONS y @ 4" MAX. FROM ENDS AND ® 8" O/C MAX. NON -LOAD BEARING WOOD FRAMED ARCH OPENING BETWEEN MASONRY DETAIL 8A SCALE KTR 8" CMU ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TO THE BEST OF MY KNOYAIDGE. THE BUILDING DESIGN PLANS AND S'EWCAPONS COMPLY BUILDING STRUCTURAL DESIGN CODE. THE SIGNING AND SEALING OF THE PLANS AND S°ECIMATONS ARE ONLY FOR THE BUILDINGS STRUCTURAL COMPONENTS AFFECTED BY MND, AND GRAYTTY LOADS. 10244 East Colonial Drive, Suite 202 Odando, Florida 32817 — 407-677-5565 Fax 407-730-2999 1441 N. I LON K FA LDEERFIE PRIN' DATE: SCAL] SHE E '0tj 0 A R 1 CORNER REINFORCING 8"x65" CONC. BEAM W/ (4) #5 TOP, (4) #6 MIDDLE, (4) #6 BOTTOM, #3 TIES 12" O.C. CORNER BARS TO MATCF SIZE AND NUMBER WITF THAT OF HORIZONTAL REINFORCING BARS (TYP.; BEAM CORNER REINFORCING CORNER BARS 8"x56" CONC. BE W/ (4) #5 T (2) ROWS OF (2) #5 MIDC (2) #6 BOTTOM < #3 STIRRUPS ® 18" ( #6 HOOK W/ MIN. 12" EMBEDMENT INTO CONC. COLUMN IN11. 12"x16" CONC. BEAM W/ (2) #6 TOP, (2) #6 BOTTOM AND #3 TIES ® 12" O.C. 12" CONC. BEAM W/ (4) #5 VERTICALS AND #2 TIES Q 12" O.C. BETWEEN CLERESTORY WINDOWS (SEE ARCH. PLANS FOR OPENING LOCATIONS AND DIMENSIONS) 12"x12" CONC. BEAM W/ (2) #6 TOP, • • (2) #6 BOTTOM 2 CONC. BEAM DETAIL CB-1 S5.05 0 I 1'-8" 1' 4" 3'-0" 3 CC-1 CONC. COLUMN DETAIL S5.05 m 8"x65" CONC. BEAM -- W/ (4) #5 TOP, (4) #6 MIDDLE, (4) #6 BOTTOM, #3 TIES ® 12" O.C. 00 #6 HOOK W/ 12" EMBEDMENT INTO CONC. COLUMN r7� CB-2 CONC. BEAM DETAIL S5.05 (2) #5 #3 TIES 8" O.C. CC-2 CONC. COLUMN DETAIL (4) #6 M. #3 TIES ® 8" O.C. ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TD THE BEST OF MY KNOWLEDGE, THE BUD➢ING DESIGN PLANS AND SPECIFlCADIXIS COMPLY BUILDING STRUCTNRAL DESIGN CODE. l E SIGNING AND SEALING OF THE PLANS AND SPEgnCADONS ARE ONLY FOR THE BUILDINGS STRUCTURAL COMPONENTS AFFECTED BY NND, AND GRAVTTY LOADS. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 /I 1441 N. I LON PF FA VI A.B. L STAT ATE SCAL 144' IT 3" 21' 9„ 12' 4„ r T CJ1 i - /IG J3s 77y-/..7J/',� i'�:/ i,,,r./,;,W.a (A� A C7 1 j F L- CA l-,_ ,f 1. � l l �,� D01 w l L"A ¢ �DO1 N FLAT 2G / ** *" * TV4 ¢ CJ5C .. e ¢ L 7 a a �' n a. - 5 * " c :...... ILL ::: ...: ... .5.5... I�. ..__-- y a -- q:.; , . _ . e y yam— \ -. C21G B13G -Et-. :-..: .:-� * 'PO B/� PB13 ,i'D 2 N /� 'y T08/C OF C21 y +a eF "J " * 3.° pA "VY c'� x ¢`y * o B * DBk . � BUILDER TO 6HIM I s y / ¢ y " B12 * C20 ¢ C¢OFFER$p CL*G a * TOP ®11'4" *F D02 y* a* a * y** I B11 ` , C19 * * o¢ a w N o �_ COFFERED CLG" 8 I eI a y a y y a *N y" a :D02 A A N �� � ,� � a a " 'I�P,®11Y4"a iv x y a B10 BUILD TOidOyT& 1L " a ¢ ° " ��1, a."- f❑- s BUILDER TO NOTE?" C18 IPFERENTI(+t. II31 DEFLECPION "� a DIFFERENTIAL IN DEFLECTION101j�2 *\.. \ FROL�4i A15 TO B}0 ° ¢ N * * ° Ian FROM A15 TO C18 _ '` k s ? ,. `` v -- Alb - ' ......_............. �/,�. � ". y '" * ¢ " • a � ` y fr � C17 F / y A14 w * "a - ¢" T ; C16 A13 C15 FLAT CLG o - ®10' 8" N �'� �. N Al2 \ f -- •' €14 \�LAJT CIG � FLAT CLG o®7�"a' ICI ®10' a" N A11 C13 ell N A02 C12 111 /4" j / / !' / N 1 1 J4 R A01 C11 1" 1 /4n ¢ i �Q1 / rc A02 iV � pp QD2 A03 / - _ ¢ COfFBR'EDECLG ¢ / 1 / C0 A04 * a Vol ..*g - FV �� ; raj h k Y D A06 - 015 BUILDER TO NOTE I" FLAT CLG DIF L IN DEFLECTTON ®10, 8" c •,� F OM A06 TO. A07 _ - CP6 A07 _ A08_— CH! E * A09 C1�)£�ERED CLG � � , � y � D CLG a y � C 7"I " TOP COS H' 4" a P, ® A' 4't a F rc. ¢ C$9 I 0" o 4 N B01G...::. -...-. ............................... -- -. -- . - e y --- / CiP 11 2 .. a E�2 B02 In F a B02A — - - F I CYt' B02B C�4 B03 �....,........__. _ FLAT CLG • .,I B03 FLAT CLG c �y ®lo' e" N �C2A B03 --!2.5 � o `oD •I \� 12 F F N C24 B04 I I I _ 0 \ o I I \ F \ F ti c14 Bos _ ?A' N 9, 2" 11' 61, 2T 8„ o 1 4-4 C24 KNEEWALL TOP p BOB -/�E01 F /r HANGERS Y P i. - FLAT CLG E B ALL TO L ,ry BUILDER I` N- @ 18' 2" �, D 8' 2" . z / 4 — -- -- 2 gin, 91 -. / - E01 - CJ5 D07 DID IN ' N D07 - CJB rn !/ F FLA CLG .� Ig> N/E01 ,/ �1 D07 .PLAT CLGo ' ; '0" 2' pe pa {6+ 21 pII 2' III I,( DO � o / 9' 2" 14' a" 14' 2" 111411 13' 4" 6 4" 181411 68' 0" E01 TRUSSES @ ENTRY HAVE A 16" CANTILEVER 5 / TOB @ 10' 8" / TOB @ 12' 8" `TOB@18'2 _ RAKED WALL CLG@11'4" CLG @ 12' 8" i a 1' 4" PLUMB CUT OVERHANG - TYPICAL END DETAIL J Truss_ Connector Total List Manuf Product Qt��� USP JUS24-�-- USP JUS26 4 USP THD26 1 O EXCEPTION TAKEN ❑ EXCEPTIONS NOTED SUBMIT SPECIFIED ITEM ❑.REVISE& RESUBMIF Checking is only for general conformance with design concept of project and general compliance with Contract Documents. Contractor is responsible for confirming and correcting dimensions at job site; for information which pertains to fabrication processes or construction •echniques, and for coordination of work of all trades. Checking of shop drawings shall not relieve the contractor of responsibility to: deviation from teq Ir meots of Contract ocurnerits nor for errors or omissions in shop dr gs. By— date 41)VANCED STRI ir,TURAL ENGINEERING IL mr NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSIS I.D. AND TRUSS LOC ATION ONL Y. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING &ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING Ail JUS24 i > THD46 © JUS26 j O MSH422 O THD26 OK MUS26 OD THD28 THD26-2 O OF THD28-2 O JUS46 OO LOADING ROOF FLOORIL WIND LOAD o LIVE LOAD 20 0 ASCE 7-10 o = DEAD LOA 15 0 170 MPH EXP C ,,,r F � LIVE LOADi 10* 0 CATEGORY II m S DEAD LOA 10 0 ENCLOSED Y TOTAL LOAD 45 0 FBC-2014 c _ Z DURATION FACTOR 1.25 0 TPI - 2007 REV DATE BY REMARKS It is understood that above conditions have been reviewed ❑ APPROVED & are acceptable for the ti fabrication at trusses, ❑ APPROVED AS NOTED elevations, pitches, overhangs, ❑ REVISE AND RESUBMIT fascias,ceililing Is levations/pitches, bearing ❑ REJECTED conditions & all detail pertaining to this truss placement plan. No back charges will bT accepted without previousl written DATE approval from an A-1 Roof Trusses representative. REVIEWED BY PLAN DATE ARCH: 11/02/2016 STRUCT: 11/15/2016 I Digitally Ygn n! by Anthony T. nthony T.I'M:"�" ON: n-Florida, =Fort Pierce, -Whole ,YT. Engineering, � m b o, III -mN1=A nyT Tombg ill, email-Anthony.TomboDwhengin I CUSTOMER STANDARD PACIFIC JOB NAME 6811ELAGR AAETF!ERESPONSiBILITVOFTHE CONTRACTOR OF RECORD LOCATION VAR/ES OPTIONS AISRS/TT/NGAREA BLDG TYPE 6811 EL GR BL#G JOB # MASTER XCAS6811AM DRAWN SCALE DATE 12/12/ 016 JLS N.T.S. J a a iX. 0 A SERIAL #: 3BBCA22100 0000004C1rDF FLOOR 0 ,a ROOF - 455.83 h: FASCIA 328.92.it HIP LINE 168.82 n VALLEY LINE 119.55 it SHEEI IN( AREA UNDER VALLEY TRUSSES AND WASTE MATERIAL NOT INCLUDED SLIDE TO VERIFY CALCULATIONS ..-...-- Awl ROOF TRUSSES A FLORIDA CORPORATION Ph 772-40 -1010 / Fax 772-409-1015���� htt ://www.aItruss.com