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HomeMy WebLinkAboutCONSTRUCTION PLANSI I I I O I I ° I j STUDY j I 3 Oil w.I.0 W-0' C1.6. W.LC 10'-0' Clot BEDROOM 2 WCAD FAMW r 1 o o ElF - - I'48' REP. — I I I I I I I I I I I I I I L----------� 1 CAR POOL VAra GARAGE 0.0 Cie. ELECT PARL A i B 4 TW. GONG PAD BATH 2 10_w GLe. ° _ 016 � D. X / �O //a!S a Q JAkt�RY .TlIWD �� it • pm �� SUMMER ' I X Nicso °M qKIoT u.6EN — = — — — oust '— W7R qw " ------ -- Dail 24 INETTE KITCHEN xrO..r m p 111-61 DINING ROOM ` . T — — — — — — --� s'.u' '-s In° us v2• I/2' �• , I ^ � i n � I l ) u'-6' Is'b' C \ \ ROOM I \ \ \ lobo• ro°il�-b' / / / ( \ ry — Y LANAI e. WT.* % — Iro• Gu: Nc I s r-b—'� -1 \F- c Iow'GL&. / j/ \ \ I r �I'� i FO E �I 4 iv _ 124V4. 2'-6' / Ib'_IO• \ \ 6'-0' '• ji I n L L C II'-01 Gle. NT. 1> \ Q O ° WOOD STUD WALL KftYWOOD -c�1 p SW?ATHW POR WALL WMS W 024 — — — MASTER BATHRM W-61/2' X�01!2 r MASTER SUITE 2�.Wff s' 1 - I I a 5'3 I 4 I Io' a Too lovb N' a n G - L J 4 I L—----�o'�•-- — —� - I' IS'-� Y I 5'- am L-TUT? LAUN. low ah. r----------i I I I I I I I I I I I I I I I I I A-3 1 --- A -A I FPL 2 CAR GARAGE lao• 016. r----------i I 1 I I I I I I I I 1 I 1 FLOOR PLAN 50ALE : 5/16" = I'-O" FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDs# 6 SG-rs5yz & Well # 514r56 7 Date: 7/3 i ( - /I Reviewer: CALCULATIONS AIR CONDITIONED AREAS GROUND FLOOR 3297 SF 3297 SF NON CONDITIONED AREAS LANAI 887 SF 3 CAR GARAGE 1168 SF COVERED PORCH 174 SF 2228 SF GROSS AREA GROSS AREA 5525 SF NU90014101174S AS 03NNVIS revisions no. dat designed PAR drawn Pitt checked K& date W14/0 scale 1/4' = I' -a (1,1.1.0) job no. rh004 . WAM QUA QUANTUM ENGINEERING ASSOCIATES INC. SaUCft"1ngiWA'hI;��iF Cart Segregation. 300 AVEN4 VIr CHAMPIONS -SUITE 260 PALM BEAC. GARDENS fl.,ORIDA 33 18 .GEASSOCIATES.CbM r' c a Shawn M. Stambaugh, PE FL W. 81850 - CA 20210 NQ I..f- O U5 LL Cl) W w z O y� L.L W o N � w U Q J CL _ .N m 0 0 Co M � EL -0 00 W N — 0 r— U) 'rt v C io �- � cc V �r/^� VJ M CO U 0 W 5 dam'. 4t Z�Q0 J " CD to L.� 0 I U.) j N 13. L Q- drawing FLOOR PLAN sheet A-1 of 0 9 F� ND 5/8" IRC "CA MITCHELL" O D .32 N 69'52'33" E 1560.01' 1040.00' N 89"52'33" E SEPTIC x 26.01 LOT 20 OCCUPIED FE-2645' BOUNDARY& TOPOGRAPHIC SURVEY LYING` IN SAINT LUCIE COUNTY, FLORIDA FND 5/8" IRC - - LS # 3690 23,22 23,04X 22,80x-- _ 2-3.] Q x- FND 5/8" IR LS # 6362 66.7' 23,01 x z UNREADABLE = 23.29' 4x 3AC� i O V E �v�2i(55 PROP 9 POfB4NK 23.02v 2 ,03 8 SAL 2E 2 6 - N 9'5233"E 2278-` 260.00' kSEMENT �3,16x T B W N ru W 00Q Z 00 a al + V x 22.96 x 22,83 X 23.13 25.33* LOT 21 VACANT m 23,62 r w X 19.67' e w • °D 27.67' ? 1 6.6r 4.18' 7A8' 23.95 PPRRO-POSED 1 S;RY CBS "' N RESIDENCE MINIMUM FFE 25.1 23,70 x 1z.63 LEGEND & ABBREVIATIONS F - ,I A ARC LENGTH 14 BM OR Q BENCHMARK a` 1262 C CALCULATED FROM FIELD MEASUREMENTS - CBS CONCRETE BLOCK STRUCTURE C/L CENTERLINE \ 30.0' CM CONCRETE MONUMENT Ix" 22.75 X 60.00 22,98 CMP CORRUGATED METAL PIPE \ X / CONC CONCRETE � DS DEED BOOK PROPOSED DE DRAINAGE EASEMENT \ x 23,10 METAL ROPOSED` DEG OR ' DEGREE $ S ELEV ELEVATION 'm BUILDING o ONCRETE EP EDGE OF PAVEMENT MINIMUM FFE = 25 1' ` FDOT FLORIDA DEPARTMENT \ ' OF TRANSPORTATION EXISTING WELL w 22,80 A FFE FINISH FLOOR ELEVATION 30.0' X 60.00, 22.88 FND FOUND 75.0' ID IDENTIFICATION NUMBER INV INVERT IP IRON PIPE IR IRON ROD IRC IRON ROD & CAP / LB LICENSED BUSINESS LF LINEAR FEET LS LICENSED SURVEYOR / M MEASURED DATA p FND 5/8" IRC NAVD NORTH AMERICAN VERTICAL DATUM wh UNREADABLE NGVD NATIONAL GEODETIC VERTICAL DATUM - - - - - RUNWAY NO OR # NUMBER / WINDSOCK 8 OHP OVERHEAD UTILITIES / ORB OFFICIAL RECORDS BOOK P PLAT DATA 20,78 PG(S) PAGE(S) 3E POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PSM PROFESSIONAL SURVEYOR AND MAPPER X 21.86 R RADIUS RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY TIITF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND UE UTILITY EASEMENT W--## WETLAND FLAG NUMBER ® WATER METER 0 DELTA �i UTILITY POLE xXX ELEVATION ® ELECTRICAL SERVICE BOX FILE COPY N SWAL - ND 5/8" IRC # LS 5564 ELEVAIIUN = NAVD 19 23.37 3'� 30LF CULVERT 23.43 3�-3- -x23,20 �0 -- )22.99 -3.40 ,52 FSEET5/,83IRC 7903 x 23.11 43.4' _ 236.11' 6' UTILITY EASE ENT N 89`52 33" E SEPTIC I� x 26.62 L_ - COVERED LOT 22 PORCH OCCUPIED x 23.47 1•�' 48.13' o FFE = 27.15' Lu (n 0 2 w q I O Lu V O N v o . x 23,33 g 47.56' \ \ \ EXISTING WELL - I 23.05 .05 75.0' PROPOSED WELL 'I / x 22,84 �II 75.0_ 1 N A \ FND 5/8" IRC 260.00' 23.09 LS # 5564 _ - 267.63' _ N 89°52 33" E--- x 22,81 RUNWAY N 8905233" E WINDSOCK BANK_ _ PROPOSED 56LF CULVERT AXIWAY TRACT 1 ASPHALT RUNWAY 48.74' x 22,70 )21,03 22,47 - J r O AtA �Z n ORANGE AVENUE c n EDWARDS RD. i OKEE 712 WHITE CITY ROAD �v9 SITE A1A �L. PRIMA VISTA BLVD. 1 LOCATION MAP NOT TO SCALE _STREET ADDRESS UNASSIGNED MACH ONE DRIVE, PORT ST. LUCIE, FL 34987 PROPERTY DESCRIPTION A PARCEL OF LAND BEING KNOWN AS LOT 21, PLAT OF AERO ACRES, IN SECTION 15, TOWNSHIP 36 SOUTH, RANGE 38 EAST, RECORDED IN PLAT BOOK 27, PAGE 14, (A-D), PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. V U) °' 0 Z M C) d o G w 0- 0 W LL � N Ojf m IlJ a � N _ Z W 0 W 0 (00 n. LL � } W W z I () > 00 LL . �- N U� Jy O QIQ-� Zw Q =>o co U J t7 w Oy fA =w 0) N n' WLL o > za O 0 j Y W Z M LL z 0 �( a _ IL U O a f� Z Z W W Q > Q D la W Z Fa Q F O ca ca v W " U Fa > > Q w W Ld U U U O0 m OD W N m F_ \ A U7 0 Ri O 0 Q 0 n wZ- r<zy zo 3 0 �w>r LL Zw�� aoln� OD tw,i N90 SOOU ON ywoQ< a " W •o�ao GENERAL NOTES `5 W K W=E' o=om 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE � � � Z �, 2w NORTH LINE OF AERO ACRES, WHICH BEARS S 89'59'06" E, AS Q > Now RECORDED IN PLAT BOOK 27, PAGE 14, PUBLIC RECORDS OF Q Z Q W Zoa& SAINT LUCIE COUNTY, FLORIDA. W = o Q0w � O o woK- Or 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE W wwrwou� < � BEEN LOCATED AND SHOWN HEREON. r w�ro VIZ 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND �o"�° FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. LL 00. 000 O z -� � LLI J z az=< OO 2> 4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT ' wr'0 - BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. V ImNOWF °bird FND 5/8"IRC W ooa LS # 5564 5. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS wz - - - -__Ls OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, ;ohm OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY J �O� ACT DEEDS. F; oo aaOw 6. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X', ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0250 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DRAWN BY: CA DETERMINED BY AN ELEVATION CERTIFICATE. CHECKED BY: CA 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA DATE, JANUARY 9, 2018 LICENSED SURVEYOR & MAPPER. HDRZ, SCALE, 1'=30' 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A 9. INFORMATION SHOWN HEREON ARE BASED ON PLATTED FLORIDA LICENSED SURVEYOR & AND FIELD MEASURED DATA. MAPPER. 10. THE LAST DATE OF FIELD WORK WAS JANUARY 16, 2018. SEAL FILE COPY CHARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICENSE NO. 4971 5-- /7-- /S PRINTED DATE SHEET 1 OF 1 PROJECT NO. 18-502 -� (0' 2,9P GENERAL NOTES FOUNDATION NOTES MASONRY NOTES PLAN NOTES (CONT7) ELECTRICAL NOTES I. TYPE OF CONSTRUCTION: GLASS V, UNPROTECTED, 6ROUP R-2 OCCUPANCY PER I. GONG -TE UNITS TO BE ASTM G 90-14. ASTMt 6RADE5 NI OR NIL. PROVIDE PRECAST I. A PERMANENT 516N WHICH IDENTIFIES THE TERMITE TREATMENT FROVIDCR AND NEED 6. STRUCTURAL HOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER I. CONTRACTOR SHALL VERIFY WITH FP.4L. THE LOCATION OF SERVICE AND SHALL 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH b" X b" X WI.4XWI.4 CON5TRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER FLORIDA BUILDING GORE 6TH EDITION 2011, BUILDING GORE 310.4 H.H.M. ON 6 MIL VISQUEEN (OR EQUAL) ON GLEAN HELL COMPACTED FILL PRE TREATED LINTELS NECESSARY. (f m = 1500 P5U FOR LREIN5FEGTION ED AND TREATMENT CONTRACT RENEWAL SHALL NE PROVIDED, THE SIGN CONSTRUCTION. LOCATE METER t PANELS A5 REQUIRED. FOR TERMITES. WWM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB SHALL BE POSTED NEAR THE WATER EATER OR ELECTRICAL PANEL. C2. aNTYTND ALL SHALL FOLLOW THE FLORIDA BUILDING GORE AS ADAPTED BY THE DEPTH AND MUST BE SUPPORTED AT 3'-O' 010 EACH WAY WITH APPROVED MATERIALS. 2. MOAT TYPE M PER ASTM C 2T0-12a. q. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 2. ALL HIRE SHALL BE 1HHN COPPER. UNLESS NOTED OTHERWISE. COUNTY AND ALL APPLICABLE AMENDMENTS. 2. PROVIDE 3° STEEL POST OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT 3. CONCIEM FILLROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER (HVAG, EHW, hA514EWDRYER) LOCATED IN THE GARAGE AT FLOOR LEVEL PER F.B.C.FB.G. 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. 2. ALL REINFORCING STEEL TO BE GRADE 60. MECHANICAL CODE. CEMENTITOU5 MATERIALS AND THE WOOD AS PER CODE. COPPER OF EQUAL AMPAGITY. GE LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 5000 F51 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS A. 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND 4. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. IF PEA VEL CONCRETE. 3. PROVIDE Ix2 P.T. FIRE5TOP VERTICALLY AT THE CEILING AND FLOOR LEVELS. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE. OTHERWISE NOTED. BRIDISIN& USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLAB5 TO FREVENT FOUND THE BUILDER SHALL REPORT ANY ERRORS OR OMI5510N5 IN K•�ITIN6 TO THE HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0°, AND ALL OTHER LOCATIONS PER ARCHITECT. BAGKG4AR6E5 WILL NOT BE AGGEPTED WITHOUT REVIEW OR APPROVAL B. THE COLLAPSE OR DAMAGE X DE516N SHALL BE APPROVED BY THE ENGINEER. F.B.G. SECTION R302.11. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO BY ARCHITECT. DO NOT SCALE DRAWIN5S. 4. FOOTING DE516N BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., CONSTRUCTION. CONTRACTOR TO 50MIT SOIL BEARING TEST RE5ULT5 OR 501L 5EARIN6 CAPACITY II. HEADERS FOR FRAMED OFENIN65 GREATER THAN V-O" MUST BE EN6INEERED AND G. ALL CONCRETE SHALL BE OF A FLUID GONSISTENGY WITH A SLUMP OF q'-II" MAX., WHICH 4. ALL GLAZING WITHIN 24" OF EITHER SIDE OF THE DOOR PLANE IN A CLOSED POSITION REPORT BY A FLORIDA RE615TERED ENGINEER STAMPED BY THE TRll55 MANUFACTURER. (UNLE55 NOTED OTHERHSFa 6. VERIFY ALL C,ONDUIGTOR5 AND BREAKERS WITH EQUIPMENT MANUFACTURER 5. SUBMIT MINIMUM THREE (3) COPIES OF SHOP L7RAWIN65 AS REQUIRED BELOW. MEANS T THE GON515TENGY SHALL BE AS FLUID AS POSSIBLE FOR POURING WITHOUT AND ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR ON THE HINGE SIDE of T}E 5. ALL 517E PREPARATIONS b DRAINAGE RECOMMENDATIONS MADE IN THE 517E 5E6RE6 TION OF THE CONSTITUENT PARTS. DOOR (4&" IN HVHZ) SHALL BE TEMPERED. ALL WINDOWS OR CA A55 ENCLOSURES AT OR SPECIFICATIONS. b. THESE PLANS, A5 DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE WITHIN 36' OF TUBS AND 5H0KE1; 5 WITH SILLS LE55 THAN 60" ABOVE FLOOR SHALL BE 12. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2XI2'5 UNLE55 ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. CONTRACTOR SPECIFIC 6EOTEGHNIGAL REPORT MUST BE STRICTLY ADHERED TO. D. THE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT HRITTEN CONSENT OF THE TEMPERED, ALL &LASS IN 51DELI&HT5, 5LIDING &LA55 DOOR5 AND FRENCH DOORS OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL 1. PROVIDE DISCONNECT SWITCH OF SIZE A5 REQUIRED BY LOAD AND UNITS. SHALL FAMILIARIZE HIMSELF WITH THE 6OVERNIN6 CODE IN ITS ENTIRETY AND BUILD 6. FILL PLACED WITHIN V-O' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF EN61 $HALL BE TEMPERED. THICKNESS). AT IN ACCORDANCE WITH ALL PROVISIONS OF THI5 CODE WHICH MAY NOT BE CLEAN WF� 6RADED SAND IN 12" LIFTS(MAX) AND VIBRATORY COMPACTED TO D. PROVIDE VISIBNON-LE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND . SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. 4. REINF INS: 5. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 13. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND A5 PER MAt11FAGTURER ACHIEVE A MINIMUM OF q5% MODIFIED PROCTOR A5TM D 1551-12. E6RES5 WINDOWS SHALL HAVE A MINIMAL NET OFENIN6 OF 24" HIGH, 20" WIDE, AND MIN. PROVIDE ALLOWABLE STRE55 VALUES OF 1200 P51 IN BENDING FOR A SINGLE MEMBER RECOMMENDATIONS. S.F. USES. q0 P51 IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 1. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR VERTIG NET AREA OF S.T �FOR 2nd FLOOR WINDOWS AND SA S.F. FOR Ist FLOOR WINDOWS. AL ALL LE5 ELAS 1. AFTER STANDARD GLEANING AND 6RUBBIN6 HAS BEEN COMPLETED AND APPROVED, NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR LATCH KSI OR BETTER, A5 DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 9. PROVIDE 6FGI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PA55E5 TO THE EXISTING A. ASTM A615/A 615M-12. PER REIWORCIN& SECTION (GRADE 60). AT 54" A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-0" PROP, THE SILL LAUNDRY AND WLT BAR OUTLETS PER NEC 210.&(R). 6. CABINET SUPPLIER TO PROVIDE SHOP DRAWIN&5 TO THE BUILDER. 6ROUND' SHALL BE NO LESS THAN 36' A.F.F. OR PROVIDE AN APPROVED SAFE61LARD. 14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 6AU6E GEE B. WHEN k FOUNDATION DOWEL DOE5 NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT CHANNEL TYPE STUDS AT 24' 0/G WITH MATCHIN6 TRAGK5 TOP AND BOTTOM, WITH 1/2' 10. ELEGTRIGAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS 8. 5LAB5 SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. 6YP5UM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL SELECTED BY OWNER. q. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER BE SLOP MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT 15 b. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. 9. SPLICES SHALL BE 4& BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND IN AN JACENT CELL TO THE VERTICAL HALL REIWORCIN6. 5CR AE, AT 12' O/C MAX. 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND KEATHER STRIPPED. WINDOW 8. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS A5 PER F.B.G. SECTION 24-15 UNLESS II. PROVIDE PRE -WIRED TELEPHONE, T.V. OUTLETS OUTLETS AS SHOWN ON PLAN. GHANCE5 IN DIRECTION, CORNER BARB SHALL BE 46 BAR DIAMETERS EACH. WAY. UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. ENERGY G. VERTU AL REINFORCIN6 STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HA5 SPECIFIC PRODUCT 15. METAL LATH OVER SHEATHING SHALL BE 3/8" V-GROVE OR DIMPLED. CEILINGS AND MONOLITHIC FOOTINGS HAVE BEEN CHECKED FOR THE USE OF TRANSFER AS MASONRY. APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE A5AIN15T IMPACT LOADS SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO 5UB5TATE AT 4" O/C AS FOLLON6; 12. ALL CLOSET LIISHTIN6 SHALL COMPLY WITH NEC SEC. 410& CONSERVATION CODE. 10. ALL RER ALL MONOLITHIC, AT THE PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT A5 SET FORTH IN CHAPTER lb. CONCRETE: 5/4' LON6 STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD 11. ALL CONSTRUCTION IN BROwARD AND DARE COUNTIES SHALL COMPLY WITH THE D. VERTX AL REINFORGIN5 SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION IS. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARC -FAULT HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE FB.C. ONLY IF REQUESTED BY THE 5UILDIN6 OFFICIAL. THE GO SCHEDULE. q. PICKETS AT STAIRS, LANOIN65 6 BALCONIES SHALL BE SPACED TO PREVENT INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL PROTECTION PER NEC SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. PASSA6E OF A 4' DIAMETER SPHERE. WOOD FRAMING MEMBERS. ON VERTICAL HOOD FRAMING MEMBERS, COMMON NAILS ARC -FAULT CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTER BACK-UP. 11, MAXIMUM CONCRETE FOR FOUND RATIO MJ5T NOT IN65EXCESHALL Ob5. E. VERTICAL REIWORCINS EACH SIDE OF ANY OPENIf�, IF REQUIRED, SHALL BE SHALL BE BENT OVER TO EWA6E AT LEAST THREE STRANDS OF LATH, OR BE BENT DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY, GONTI TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENIN65 TO ALLOW 10. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHIN6: 14 OA16E STAPLES I" 1_E57,1/I6" SITE PLAN NOTES REINFOWN& BARS TO CONTINUE UNINTERRUPTED. CROHH METAL MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2" WASHER WAD STAPLES 14. FRE-WIRE FOR 6ARA6E DOOR OPENER SENSOR. BEAM SCHEDULE NOTES 11. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS b KITCHEN HOODS SHALL NOT SHALL NOT BE USED FOR SOFFITS OR GEILIN65 HORIZON AL: VENT TiROU&H THE SIDE HALL AND MUST MAINTAIN A 10'-0" SETBACK. 15. PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION IN DWELLIN6 UNIT LIVING, I. THE ARCHITECTURAL. SITE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR 6ENERAL Ib. WHERE CEMENT PLASTER IS APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING DINING, FAMILY ROOMS, DENS/ LIBRARIES, BEDROOMS, SUNROOMS, CLOSETS, HALLWAYS LOCATION OF THE HOUSE, POOL, DRIVEWAY5 AND SITE FEATURES ONLY. THE S.C. OR I SCHEDULED HOOPS AND 5TIRRUP5 SHALL BE PLACED AT EACH END (EE) OF BEAM OR A. HORIZ9NTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM OF THE PLASTER TO TIME WATER BARRIER SHALL BE PREVENTED BY PR.OVIDIN5 A DEL. OR SIM. ROOMS PER NEC 210-12. OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGENGED THROU6440U7 (TO) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE 5CHEML 1 LAYER OF WATER BARRIER OR BY INSTALLIN6 A HOUSE WRAP BENEATH THE HATER SURVEYOR AT 50 PEGENT COMPLETION OF PROJECT. THE SURVEYOR 15 RESPONSIBLE 54 AND HOOPS SHALL BE TYPE T-2 TYPICAL CR51 BAR BENDS UNLE55 OTHERWISE BARRIER 16. SMOKE DETECTORS: FOR VERIFYING BUILDIN6 LOT FIT, LOT COVERA&E, EASEMENT LOCATIONS, SET BACKS, NOTED B. HORIZ NTAL JOINT REINFORCEMENT SHALL WN515T OF AT LEAST q SASE LADDER FRAMING NOTES 16.I. REQUIRED ON ALL HVAG UNITS WITH 2O01 GFM OR MORE. AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS TYPE RE NFORGEMIENT SPACED NOT MORE THEN 16" 0/0 VERT. REINFORCEMENT SHALL 11. PNEUMATIC FA6TENER5 SYSTEM TO BE HILTI-COIL NAIL FR06RAM. TYPE TO BE GRF 162. CEILING AREA: 110 V. SMOKE ALARMS SHALL BE INSTALLED NOT LE55 THAN 3 FEET OCCUR BETWEEN THE ARCHITECTURAL SITE PLAN AND SURVEYORS LAYOUT THE 6ENERAL 2 ALL BEAM (MARK "B") TOP 5AR5 SHALL BE CONTINUOUS UNLESS OTHERHI5E NOTED ALSO PROVIDED AT THE BOTTOM AND TOP OF ALL OPENIN55 AND EXTEND NOT LF55 I. THE TRUSS AND FLOOR SYSTEM LAYOUT 5HOHH ON THIS SHEET 15 5GHEMATIC IN 1126 1-1/2" LONG AND .120" DIAMETER U.N.O. HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN KRITIN& PRIOR TO PERMITTING THEN 24 BEYOND THE OPENING. PROVIDE e" MIN EMBEDMENT INTO CONCRETE COLUMNS BATHTUB OR 5HOKER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR NATURE. HOH VER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE 3. ALL TIE BEAMS (MARK "TB") REINFORCING SHALL BE CONTINUOUS THROUGH TIE- AND MS AND FULL DEPTH LAPS AT ALL MASONRY 'L AND "T' INTERSECTIONS. 8. WHEN WOOD POSTS ARE NOT IN A FIRERATED WALL, FIRE RATE POST AS FOLLOWS: REQUIRED BY SECTION R3143. RESOLVES THESE CONFLICTS. ASSUMPTION THAT THE FRAMING SCHEME SIHOHV WILL CLOSELY PARALLEL FINAL TRU55 BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. WRAP POST ON ALL SIDES FROM BASE OF POST TO UNDERSIDE OF BEARING WITH (1) 16.5. NEAR COO.IN6 APPLIANCES. SMOKE ALARMS SHALL NOT BE INSTALLED IN THE 5. GENE AND FLOOR SYSTEM DE516NER5 LAYOUT. LAYER OF 5/8" TYPE 'X' GYPSUM WALL BOARD. THIS WILL PROVIDE A ONE HOUR RATING FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE CONCRETE NOTES 4. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES AND SLABS, MAJOR &.1 BEARIN6 FOR THE POST. ALARM IN A LOCATION REQUIRED BY SECTION R3143. FROM ADJACENT BEAMS. NND). BUILDI CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON A. 5 TURAL DE-516N 15 IN ACCORDANCE WITH A.G.I. 530-13/ A5.G.E. 5-13/T.M.5. 402-16, - IONIZATION SMOKE ALARMS NOT BE INSTALLED LE55 THAN 20 FEET HORIZ. FROM POINTS, ETC) CAN BE MODIFIED ONLY AFTER 05TAININ6 PERMISSION FROM THEA. PRIME A PERMANENTLY INSTALLED COOKING APPLIANCE. 1. PROFESSIONAL OF RECORD WHD MUST REVIEW PROPOSED CHAN6E5 AND AUTHORIZE TR1155 MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED - IONIZATION SMOKE ALARM5 WITH AN ALARM -SILENCING 5WITCH SHALL NOT BE CONCRETE SHALL CONFORM TO ASTM Gq4/G q4M Oq, SHALL HAVE A MAXIMUM 5. DROP BOTTOM OF TIE BEAMS A5 REQUIRED AT WINDOW d DOOR HEADS (25" MAX) BUILDI GORE REQUIREMENTS FOR MASONRY STRUCTURES. 5TRUGTURAL REVISIONS ACCORDINGLY. WIND LOADS PER FB.G. ROUT. INSTALLED LESS THAN 10 FEET HORIZ. FROM A PERMANENTLY INSTALLED COOKING HATER/CEMENT RATIO OF O65 AND SHALL HAVE 3000 P51 COMPRESSIVE STRENGTH IN ADD 245 BOTTOM IF DROP EXCEEDS 8'. 28 DAYS ( UNLESS NOTED OTHERWI5E) ALL CONCRETE WORK SHALL BE IN ACCORDANCE B. CONS TION SHALL BE IN ACCORDANCE WITH A.G.I. 530.1-13/A.5.G.E. &-13/T.M5. 3. FINAL SIGNED AND SEALED ENGINEERED TRU55 AND FLOOR SYSTEM Dt_�16N MUST BE MECHANICAL NOTES APHOTOE[, WITH AGI 318-14 AND AGI 501-10. ALL CONCRETE MASONRY WORK SHALL BE IN b. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK 602-16, GIFIGATION5 FOR MA50NRY STRUCTURES AND THE COMMENTARY ON SUBMITTED TN THIS OFFICE FOR REVIEW. D TRUIUS5 AND FLOOR SYSTEM DESI;+HERS MUST - PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN b FEET ACCORDANCE WITH AGI 530-13. SPECIFIC ATIONL5 FOR MASONRY 5P4001 ORES. HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. WORK PROVIDE ALL TRUSS CONNECTIONS AS PART OF THE DES16N. I. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL 11. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 1O' OF A ROOM USED FOR 2. MINIMUM CONCRETE COVER OVER REINFORCIN6 SHALL BE: 51AB5 ON VAPOR G. IN Z AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE 4. TRIJ55 AND FLOOR SYSTEM MANUFACTURER SHALL SUBMIT THREE (3) GC�PIES OF SHOP BARRIER - 3/4" BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW 6RADE-2' 1• ALL T UNLE L061TUDINAL BEAM REINFORLIN6 SHALL EXTEND b" MINIMUM INTO BUILDI OFFIGAL TO ENSURE COMI-LIANGE WITH THE APPROVED 5TRWTURAL PLANS IN CONFORM EL' THE REQUIREMENTS SET FORTH IN THE CONSERVATION BUILDING GORE MECHANICAL' AND FLORIDABUILDING CODE ENERGY CONSERVATION . SL�PI� ��'� WHEN THE BUILDING HAS A FOSSIL BURNING HEATER OR APPLIANCE, SUPPORT UMLL55 OTHERWISE NOTED. AGCORt7 E KITH SECTION 21222 4 FB.C. DRAHINS5 AND ENGINEERING CALCULATIONS 516NED AND SEALED BY A rLORIDA A FIREPLACE, OR, AN ATTACHED &ARA6E. PRIMARY POKER SHALL COME FROM THE UNFORMED CONCRETE BELOW GRADE-5" RE615TERED ENGINEER OF THEIR DE516N FOR REVIEW IWLUDINS TWO (2) VIES FOR BUILDING WIRING 44EN WC44 HIRING IS SERVED BY THE LOCAL POKER UTILITY. SUCH 8. REFER 70 CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOr DRAKIN66 IS 2• A 4" CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. ALARMS 5HALLtIAVE BATTERY BACKUP. IF U5ED, A COMBINATION SMOKE/ CARBON 3. REINFORGIN6 STEEL: GRADE b0 (FY=60.000) ASTM A615/A bISM Oq. PEGIFIGATION5. b. VERTICAL CELLS FOR MASONRY rp BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFIV TD MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. A COURTESY BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVES THr MONOXIDE ALARr4 SHALL BE LISTED OR LABELED BY A NATIONALLY RECM06NIZED 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PASS TT4ROU&H RATED 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN AGGORDANGE WITH "THE MANUAL MANUFACTURER OF H15 RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULI y TESTIN6 LABORATORY. q. AM SHALL EN MAXIMUM BOTTOM D LAP R TH STEEL AREA EN EITHER ADJACENT ASSEMBLIES IF ANY. OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A GLA55 "A" TENSION LAP SPLICE 7. G OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT INTE6RATE5 WITH THE ARCHITECT/ EN6INNERS SUPERSTRUCTURE. IF THERC IS ANY BY THE CONCRETE REINFORCIN6 STEEL INSTITUTE UNLESS NOTED OTHERWISE. ON EITHER SIDE OF SUPPORT. EACH LI OVER 4'-0" H16H. GLEANOUTS SHALL BE SEALED AFTER GLEANING AND CONFLICT OR ADCATIONAL STRUCTURE NEEDED, THE TRUSS AND FLOOR 51-TEM 4. ALL DKELLIN5 ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUGTM, 18. TAMPER RE51`'"TANT RECEPTACLES ARE REQUIRED IN DKELLIN6 UNITS IN ALL AREAS INSPECTION, AND BEFORE 6ROUTINC COMPANY SHALL NOTIP( THE ARCHITECT/ ENGINEER IN HRITIN6 OF THE 5rMIFIC JUMPERS OR TRANSFER 6RILLES. SPECIFIED IN NEC 2105ES 2 FOR 125 VOLT, 15 t 20A RECEPTACLES PER NEC, 406.11 S. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY 10. MARK 'G' IN REIWORCIN6 COLUMN BETWEEN Two BEAMS INDICATES AREAS OF CONCERN. THAT Iq. INTERSYSTEM HONDIN6 TERMINATION FOR GONNEGTIN6 INTERSYSTEM BONDING AND SUPPORT ALL LOAD5 DURIN6 CONSTRUCTION. REINFORCIN6 SHALL BE CONTINUOUS -HRU THESE THO BEAMS. STEEL NOTES 5. TRU55E5 TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. 5. A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV, 6ROJNDIN6 CONDUCTORS SHALL. BE PROVIDED FOR TV, COMMUNICATIONS, RADIO, GATV, ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF b" ABV. ADJOINING GRADE. b. DOKELS COLUMN AND HALL REINFORGIN6 TO FOOTING WITH SAME 512E AND NUMBERCOORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON PADS SHALL BE A MINIMUM 4'-O'xq'-O" PAD FOR DOUBLE UNIT. ETC. PER NEC, 250.g4. (A) OR (B) OF DOKEL5 AS VERTICAL BARS ABOVE. I. STRUG STEEL SHALL CONFORM TO THE A15G "SPECIFICATION FOR THE DE516N, T�`'S DRAWINGS: THE BUILDERSHASHALL RESPONSIBLE FOR THE COMPLETE FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDIN65' . MATERIALS SHALL COORDINATION BE'TKEEN TFE TR1155 DESIEV GN AND AIR GONDITIONIN6 DESIrN 2O. PER FBG-E 404.1 LIGHTING EQUIPMENT. A MINIMUM OF 15 PERCENT OF THE 1. REINFORCIN6 STEEL SHALL BE LAPPED 48 BAR DIA. MIN. HHERE SPLICED AND SHALL CMONF I TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: W SHAPES - Agg2/ 11, REQUIREMENTS. LAMPS IN PERMANENTLY INSTALLED LI6FRIN6 FIXTURES SHALL BE BE WIRED TOGETHER. PROVIDE COCORNER BARS SANE SIZE AND NUMBER AS HORIZ. BEAM OTHER APES - A36/A 36M-08, PLATES A36/A 36M-08, BOLTS - A 301-14 TUBULAR - b. ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR 5TRUC7URAL BEAM5, PLUMBING NOTES HIGH-EFFIGAGYLAMpS. REINFORLINI6 AT EACH FADE. LAP 48 BAR PIA. MIN. v ASTM A5 /A50OM-13 &RAPE B (46 K51) COLUMNS, AND FOOTING5 UNTIL REVIEW OF APPROVED MISS AND FLOOR 'SY5TEM 21. BOXES AT LLR9NAIRE OUTLETS: BOXES USED AT LUMINAIRE OR LAMP HOLDERS IN A ;! DRAHN&5, 516NED AND SEALED BY A FLORIDA RE615TEPM EN6INEER. 1. ALL PLUMBING FIXTURE5 SHALL BE INSTALLED IN AGGORDANGE WITH SECTION 405. CEILIN6 SHALL BC DESIGNED FO THE PURPOSE AND SHALL BE REQUIRED TO SUPPORT A o. N✓ �R•:hNEr Oti E.�.F _ 5 = C Kcv -G k- 5 'MA'LIk- 0= S'4l:AR� ' ram-- ,ter. F.B.C. LUMINAIRE WEI6HIN6 A MIN. OF 23K6 (50 LB). NEC 3142TA. PRACTICE FOR DETAILIN5 REINFORCED CONCRETE GONSTRUGTION AS PUBLISHED BY THE 2. CONSTRUCTION SHALL CONFORM TO THE AMERIGAN KELDIN6 SOCIETY T All INTERIOR LOAD BEARIN6 PARTITIONS TO BE CONSTRUCTED WITH GL IF5, TOP AND 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 6043, F.B.C.CONCRETE REINFORGINS STEEL INSTITUTE UNLESS NOTED OTHERWISE. AALS. WELDING CODE'. ELECTRODES FOR FIELD AND .,FLOP WELDS SHALL BE BOTTOM EACH STUD. 3. P15PO51TION OF RAIN WATER SHALL COMPLY WITH FB.G. PLUMBING CODE CHAPTER 11- 22.PROVIDE ADEQUATE CLEARANCE FOR ELECTRICAL EQUIPMENT REQUIRING 5ERVIGE WHILE A.W.S. .I ETOXX. OT4. ALL PLLMBIN6 PENETRATIONS MUST BE A MINIMUM 10'-0' FROM ROOF JACKS. ENERGIZED 5" A5 SERVICE EQUIPMENT, PANEL BOARDS, 0I500NN15CT5 ETC. AS PER NEC, 11026 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDIN6. 6. 5HOKER COMPARTMENTS AND WALLS ABOVE BATH TUBS WITH 5HOHER HEADS SHALL 23.ALL GFI SHALT. BE INSTALLED IN READILY AGGE551BLE LOGATION5 PER NEC, 210.6. BE FIN15RW WITH A SMOOTH, NONAB50RBENT SURFACE TO A HEIGHT NOT LE55 THEN PROPOSED RESIIDENCEFOR: 10 INCHES ABOVE THE MAIN INLET. CODES USED: LOAD SCHEDULE - FLORIDA BUILDIN5COM6TH EDITION (201v ABBREVIATIONS HAMMER LOCATION LIVE DEAD TOT - FLORIDA BOIL?INS CODE - RESIDENTIAL 6TH EDITION (201-1) GROUND FLOOR 40 60 100 - FLORIDA FIRE PREVENTION (ODE 6TH EDITION WITH NFPA 101-2015 EDITION ABV ABOVE EXT. EXTERIOR A.G. MEDICINE CABINET SMS SHEET METAL 5GREH5 NEC, 2014 AFF ABOVE FINISHED FLOOR F.B.G. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT 5T. STIRRUPS AHU AIR HANDLER UNIT F.R. FIRE RATED I'4•T. METAL THRESHOLD SSTEEL ASCE-1-10 B.F. BI FOLD FR FRENCH DOOR IHAX. MAXIMUM SW SWITCH ROOF 30 25 55 B.P. BI PA55 FIN. FINISHED FR. MANUFACTURER Sl1.O.T. SHEARYIALL OVERTURNING FORGE TOP CHORD 30 15 BLK. BLOCK FL. IN FLOOR MICRO. MIGROwAVE TEMP • EM{PERED BOTTOM CHORD 0 10 BLW. BELOW S.T. ORDER TRUS5 MIN MINIMUM T.B. THROUGH BOLT t BTM. CHORD -ATTIC 10 O WING INDEX BR6. BEARING 6A. GAUGE M.O. MASONRY OPENING T.O. TIHROU&FI OUT Mod•c�7 BTM. BOTTOM SAW. GALVANIZED MONO. MONOLITHIC, TOBB. TOP OF MASONRY BOND BEAM METAL 6 COVER SHIffT . T.O.PL. TOP OF WOOD PLATE WIND' GL6. CEILING 6FI GROUND FAULT INTERRUPT MT. {. GMU CONCRETE MASONRY UNITS 6L. GLASS O.H.D. OVER HEAD DOOR T.O.TB. TOP OF TIE BEAM ULTIMATE WIND SPEED = 155 mph. A-0 COL. COLUMN SHE GYPSUM WALLBOARD O/C ON CENTER TYP. TYPICAL 5CHEDU.PS, DETAILS, PLIIMBIN6 RI5ER CONC. CONCRETE GYP. BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT U.N.O. UNLE55 NOTED OTHERWISE FP`II I -Fff J I NOMINAL WIND SPEED = 120 mp li. A-1 FLOOR PLAN C5MT. CASEMENT HST. HE16K P5.F. POUNDS FER SQUARE FOOT UL UNDERHRITER5 LABORATORIES Jl--��1 RISK GATA60RY = II A-2 ELEVATIONS VOL. DOUBLE HPS. HOOPS P.S.I. POUNDS PER SQUARE INCH V.I.F. VERIFY IN FIELD DIA. DIAMETER HR HOUR P.T. PRESSURE TREATED WA. PE06E ANCHORS BUILDING DE516N A5 ENCLOSED 015P. DISPOSAL H5 HORIZONTAL 5LIDIN6 PARTN. PARTITION H/ WITH A-3 ELEVAT10N5 E SECTIONS DE-516N PRE55URE HVHZ H16H VELOCITY HURRICANE ZONE PKT. POCKET INC HATER CL05ET INTERNAL PRESSURE COEFFICIENT = +/- 0.18 DR. DOOR INS. IN50LATION FLYWD. PLYWOOD IND. WOOD EXPOSURE GATE&ORY = G 5-1 FOUNDATION PLAN DW DISH WASHER TNT. INTERIOR R.D. ROUGH OPENING MEAN ROOF HE16HT = 11'4" 5-2 FRAMING DETAILS E.E. EACH END L6. LONG 5L. 50LID CORE ROOF DEAD LOAD FOR WIND 5-3 FRAMING PLAN ELEC. ELECTRICAL LT. LINEN 5. M516N TAKEN AT 10 ps.f. RI 5 4 PRAGIN6 PLAN ELEV..5.ELEVATION LT. LIGHT 5F SQUARE FOOT T. L U C I E COUNTY F L E.S. EACH SIDE L.T. LAUNDRY TUB 5FI SINGLE HUNG 'J NOTE: THIS STRUCTURE 15 16NFD IN E-I ELECTRICAL PLAN AGGORDANGE WITH CH Ib OF THE FLORIDA BUILDING CODE ASGE T-10. ELECTRICAL SYMBOLS LEGEND FAN LOH VOLT. PLAN / ELEVATION SYMBOLS LEGEND 2T1 ' RECEPTACLE n PR 1�5DDN JACK ® BOX ® SMOKE DETECTOR 5HEARWALL LABEL AT 12° A.F.F. T ��� AULDUPLTJINTERRU AT 12" AF.F. SINGLE RECEPTACLE Q HTHERRM05TAT Q]AC, JUNCTION ® DETECTOR DETAIL 1 0 FOUNDATIONPLAN 'Cl////////ll///////////,AS NOTED HEIGHT DEDICATED # rJ.0 O INTERIOR Q� DUPLEX RECEPTACLE Q 51N6LE RECEPTACLE Q INTERCOM PADDLE FAN EXHAUST 4 owe 2 ELEVATION O BEAM LABEL QLI�B AT BASE I DEDICATED SWITCHED AT 60" A.F.F. W/ OR No/ L1 g FAN POURED � DROOPED SOFFIT Q DUPLEX ABV. COUNTER (gip SINGLE RLGEi'TAGLE SECURITY L OUREW FIXTURE EXHAUST FAN 3 CONCRETE COLUMN [�/���� HEIGHT A5 NOTE 000 MAX. T�5 CONNECTOR I DEDICATED UNDERWATER � F L /LIGHT COMBO # DETAIL # �LL K�'� owc. SCALE O DOOR LABEL TO-0 F16W FIXTURE 0 CONSTRUCTION FRAME _ _ _ PLAN OR ELEV. SEE Q� DUPLEX RECEPTACLE SPEAKERARCHED II �I GROUND FAULT INTERRUPT � DUPLEX RECEPTACLE- ARC, (� DOOR �� LIGHT FIXTURE � IN GL6. GONSTRUGTION FAULT INTERRUPT a 12" A.F.F. CHIME DUPLEX RECEPTACLE ®c AT 8" ABV. COUNTER p PUSH INCANDESCENT 16HT LV DOOR # REV15ION II6FI DUPLEX RECEPTACLE I FIXTURE GL6. TED. # SECTION BEARING FRAME I HOUR FIRE RATED &ROUND FAULT INTERRUPT TOP FAULT BOTTOM RELEASEUETWETETmn DUPLEX ARC, FAULT INTERRUPT INCANDESCENT 16HT owc. SCALE O HlyppH Lp,BEI GONSTRUGTION WALL TOP REC.5WITCHED SWITCH V AT OUTLET N 120A.NE FIXTURE WALL. WED. CONTROL 51NOLE POLEHIHAT MASONRY CONSTRUCTION DUPLEX RECEPTACLE 5HITCH C - - - - TYPICAL n &FI SWITCH TELEPHONE OUTLET ® GL6. MOUNTED NORTH ARROW ABOVE OR BELOWCONSTRUCTION WATERPROOF sFI GROUND FAULT INTERRUPT 5 THREE HAY FLUSH IN FLOOR DISCONNECT # SECTION owc. G# DUPLEX REGEPAIGLE WDEDICATED HI HAT SCALE COLUMN LAE3rJ- BREAKER BEAM HEIGHT 'Pr -'Pr -UNDER COUNTER 4 FOUR WAY ® DATA LINE ® VAPOR PROOF ® PANEL - BREAK LINE ELEV CHAN6E QUADRUPLEX C.V.CENTRAL VACUUM RECESSED F.P.<L. METER 7 SWITCH EYEBALL E REGEPTARECEPTACLEto DIMMER Y RECEPTACLE I-1 8 DISC. o z 4 e INTERIOR ELEV. O FOOTING LABEL � 6RAPHIG SCALE 0'-0" FIN. FL. SLAB FLOOR ELEVATION DUPLEX RECEPTACLE SWITCH /y���/� SECURITY © CARBON DE LON VOLTA6E # SCALE F SCALE: 1/8" = 1 -0" O FLUSH IN FLOOR K KEYED V LIGHTS IN TRANSFORMER revisions no. dat( REV #1 6/20AE BLD6 GMTS designed PAR drawn PAR checked K& date 5/14/18 scale 1/4" = I'-O' (U.N.0) job no. 11-004 . HAM QUANTUM ENGINEERING ASSOCIATES INC. kmct al Engineering & CatSegmgatmn 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33416 Shawn M. Stambaugh, PE FL LTC. 61650 - C.A. 26210 0 O J L.L O U-1 ZD J LU O LU CL t'b O O 00 0 Co co LU d CtS L _e) O0 o0 r 0 Cl) CU Co 0 Q LU .� J 04 04 CD Q O z � CD C ^ UC) C-4 U L.L L0 � I- J drawing COVER SHEET sheet G-1 of GENERAL NOTES FOUNDATION NOTES MASONRY NOTES PLAN NOTES (CONTV) ELECTRICAL NOTES 1. TYPE OF CONSTRUCTION: G1A55 V, UNPROTECTED, GROUP R-2 OCCUPANCY PER I. CONCRETE ITS TO BE ASTM C q0-14. ASTM 6RADE-5 NI OR NIL. PROVIDE PRECAST I. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AN) NEED 8. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE TIMBER I. CONTRACTOR SHALL. VERIFY WITH FPAL. THE LOCATION OF SERVICE AND SHALL 1. F1 rJOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH 6' X 6" X NAXW1.4 CONSTRUCTION MANIAC' AS PUBLISHED BY THE AMERIGAN INSTITUTE OF TIMBER FLORIDA BUILDING CODE 6TH EDITION 2011, BUILDING CODE 510.4 H.H.M. ON 6 MIL VISQIEEN (OR EQUAL) ON GLEAN HELL COMPACTED FILL PRE TREATED LINTELS A5 NECESSARY. (f4n = 1500 PSI) FOR REINLSPECTION AND TREATMENT CONTRACT RENEWAL. SHALL BE PROVIDED THE 5I6N CONSTRUCTION. LOCATE METER d PANELS AS REQUIRED. SHALL BE P05TED NEAR THE WATER HEATER OR ELECTRICAL PANEL. FOR TERMITES. AM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. COUNTY AND ALL APPLICABLE AMENDMMENTS.EANS. 2. PROVIDE 3' STEEL POST OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT 2. CONSTRUCTION SHALL FOLLOW THE BUILDING GORE A5 ADAPTED BY THE DEPTH AND MUST BE SUPPORTED AT 3'-0' 0/0 EACH WAY WITH APPROVED MATERIALS. 2. MORTAR M PER ASTM C, 2'10-12a. q. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 3. CONCRETE ILL (HVAC, EHIW, WASER/DRYER LOCATED IN THE GARAGE AT FLOOR LEVEL PER FBL. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BET EN THE CONCRETE OR OTHER 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. 2. ALL REINFORCING STEEL TO BE GRADE 60. NEGHANIGAL GODS. CEMENTITOU5 MATERIALS AND THE HOOD AS PER CODE. COPPER OF EQUAL AMPA,ITY, A. CELLS LI 5 AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 P51 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND 4. BUILDER SHALL REVIEW DRAWIN165 IN THEIR ENTIRETY BEFORE STARTING WORK. IF PEA GRAVEL NIGRETE. 3. PROVIDE Ix2 P.T. FIRESTOP VERTICALLY AT THE CEILING AND FLOOR LEVELS. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE. E RWISE NOTED. BRIDGING USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT FOUND THE BUILDER SHALL REPORT ANY ERRORS OR OMISSIONS IN WRITING TO THE HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0, AND ALL OTHER LOCATIONS PER ARCHITECT. BACKCHAR5E5 WILL NOT BE ACCEPTED WITHOUT REVIEW OR APPROVAL B. THE MIX 15N SHALL BE APPROVED BY THE ENGINEER. FB.C. SECTION R302.11. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO BY ARCHITECT. DO NOT 56ALE LDRAWIN65. 4. FOOTING DE516N BASED ON A55' 501L BEARING CAPACITY OF 2500 P.5.F., COLLAPSE OR DAMAGE CONSTRUCTION, CONTRACTOR TO 5UBMIT SOIL BEARING TEST RESULTS OR 501L BEARING CAPACITY G. ALL CONG -TE 5HALL BE OF A FLUID CONSISTENCY WITH A SLUMP OF q'-II" MAX., WHICH 4. ALL GLAZING WITHIN 24" OF EITHER SIDE OF THE DOOR PLANE IN A CLOSED POSITION II. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0" MUST BE ENk51NEERED AND REPORT BY A FLORIDA RE615TERED ENC1N MR STAMPED BY THE TRUSS MANUFACTURER (UNLESS NOTED OTHERWI5E) 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER 5. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS A5 REQUIRED BELOW. MEANS THAT GON5151EMGY SHALL 8E AS FLUID A5 POSSIBLE FOR POURING WITHIOUT AND ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR ON THE HINGE SIDE OF THE SEGREGATION OF THE CONSTITUENT PARTS. DOOR (48" IN HVHZ) SHALL BE TEMPERED. ALL NNLDOW5 OR GLASS ENCLOSURES AT OR SPEGIMOATIONS. 5. All 51TE PREPARATIONS d DRAINAGE RECOMMENDATIONS MADE IN THE 51TE 12. ALL HEADERS OVER DOORS AND WINOOW5 TO BE (2) OR 0) 2X12'S UNLE55 ENERGY REQUIREMENTS OF THE F.B.O. GRAFTER 13 ENERGY EFFIGIENIGY. CONTRACTOR SPECIFIC 6EOTEGHNIGAL REPORT MUST BE STRICTLY ADHERED TO. 6. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE WITHIN 3b" OF TUBS AND 5HO&9;L5 WITH 5111E LESS THAN 60" ABOVE FLOOR SHALL D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE TEMPERED. ALL GLASS IN 51DELI6HT5, SLIDING 61A55 DOORS AND FRENCH DOORS WIBE OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL 'T. PROVIDE DISCONNECT SWITCH OF SIZE A5 REQUIRED BY LOAD AND UNITS. SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD ENGINEER. SHALL BE TEMPERED. THICKNESS). IN ACCORDANCE WITH ALL PROVISIONS OF THI5 CODE WHICH MAY NOT BE 6. FLU PLACED WITHIN 5'-0° OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF 8. PROVIDE NON fU51BLE GENERAL DUTY SAFETY SWITGF5 AT A/G EQUIP. AND AT N WELL GRADED SAND IN 12" LIFT5(MAXJ AND VIBRATORY COMPACTED TO SPECIFICALLY ADDREf.."ED ON THE PLANS AND NOTES. CLEAN 4. REINFORGI 5. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 13. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. N0. 2 OR BETTER AND SHALL PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND A5 PER MANUFACTURER ACHIEVE A MINIMUM OF 415% MODIFIED PROCTOR A5TM D 1551-12. ESRE55 WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20' WIDE, AND MIN. PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER REGOMMENDATION5. 1. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRAGIN6 OF STRUCTURAL OR VERTICAL: NET AREA OF 5.1 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR Ist FLOOR WINDOWS. USES. 90 P51 IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 1. AATER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, NON-STRUCTURAL MEMBERS DURING GONSTRUGTION. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH KSI OR BETTER, A5 DETERMINED 8Y AN APPROVED LUMBER 6RADINYS AGENCY. 9. PROVIDE 61`6I PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSE TO THE EXISTING A. A5TM A615/ 615M-12. PER REINFORCING SECTION (GRADE 60). AT 54' A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-0" DROP, THE SILL LAUNDRY AND NET BAR OUTLETS PER NEC, 210.5W. 8. CABINET SUPPLIER TO PROVIDE SHOP DRAWIN65 TO THE BUILDER. GROUND' SHALL BE NO LESS THAN 3b' A.F.F. OR PROVIDE AN APPROVED SAFEGUARD. 14. NON-SEARIN6 INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEE 8. SLABS SHALL NOT 8E LOADED UNTIL 12 HOURS HAS ELAPSED. B. WHEN A FO ATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT CHANNEL TYPE 5TUD5 AT 24' 0/0 WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2" 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND A5 q. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRANN�i TO BUILDER BE SLOPED THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT 15 6. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL SELECTED BY OWNER q. SPLICES SHALL BE 46 BAR DIAMETERS AND CONTINUOUS AROUND ALL GORNER5 AND IN AN AD T CELL TO THE VERTICAL WALL REINFORCING. 5GREW5 AT 12' O/C MAX. 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW 8. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS, A5 PER FB.G. SECTION 24-15 UW.E55 11. PROVIDE PRE -WIRED TELEPHONE, T.V. OUTLETS OUTLETS AS SHOWN ON PLAN, GHAN6E5 IN DIRECTION. CORNER BARS SHALL BE 46 BAR DIAMETERS EACH. WAY. UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. ENERGYG. VERTICAL F ENFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT 15. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. CEILINGS AND CONSERVATION CODE. FROM THE NRY. APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS SOFFITS SHALL BE H16H RIB TYPE. FA57EN TO SUBSTATE AT 4" 0/0 AS FOLLOWS; 12. ALL CLOSET L16HITIN5 SHALL COMPLY WITH NEC, SEC. 410.8. ED 10. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKFOR THE USE OF TRANSFER AS SET FORTH IN CHAPTER 16, CONCRETE: 3/4' LONG STUB NAILS IN 5/6' HEAD. HORIZONTAL AND VERTICAL WOOD REINFORCEMENT AT THE PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT II. ALL CONSTRUCTION IN BROWARD AND DARE COUNTIES SHALL COMPLY WITH THE D. VERTICAL F ENFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN FRAMING MEMBERS IN NAILS OR STAPLES TO PROVIDE AT LEAST I-3/4" PENETRATION 13. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARC -FAULT HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE F.B.C.NLY IF REQUESTED BY THE BUILDING OFFICIAL. . THE COLUMN LE. q. PICKETS AT STAIRS, LANDINGS d BALCONIES SHALL 8E SPACED TO PREVENT INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL PROTECTION PER NEC, SEC. 210.12 SMOKE DETECTORS SHALL BE GONWE67ED TO it. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. PASSAGE OF A 4' DIAMETER SPHERE. WOOD FRAMING ME. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS ARCFAULT CIRCUITS AHEAD OF 5WITGH AND HAVE SELF CONTAINED BATTER BACK-UP. MAXIMUM WATI9R/GEMENT RATIO MUST NOT EXCEED 065. E. VERTICAL INFORCIN6 EACH 51DE OF ANY OPENING, IF REQUIRED, SHALL BE SHALL BE BENT OVER TO ENGAGE AT LEAST THREE 5TRAN05 OF LATH, OR BE BENT DETECTOR5 SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY. SITE PLAN NOTES CONTINUOUS T THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINf TO ALLOW 10. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. OVER A RIB WHEN RIB LATH 15 INSTALLED. 5HEATHIN6: 14 6AU5E STAPLES I" LEO,1116" REINFORCING 13AIRS TO CONTINUE UNINTERRUPTED. GROAN METAL MTL. FRAMING: SELF TAPING 50REW5 #12 x 1/2" WASHER HEAD STAPLES 14. PRE -WIRE FOR 6ARA6E DOOR OPENER SENSOR. BEAM SCHEDULE NOTES II. IN ZERO LOT LINE HOMES: DRYER VENT5, EXHAUST FANS d KITCHEN HOODS 5HALL NOT SHALL NOT BE USED FOR SOFFITS OR CEILINGS HORIZONTAL: VENT THROUGH THE 51DE WALL AND MUST MAINTAIN A 0'-0' SETBACK. 5. PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION IN DWELLING UNIT LIVING, 1 I. THE ARCHITECTURAL 51TE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR GENERAL 16. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING DINING, FAMILY ROOMS, DENS/ LIBRARIES, BEDROOMS, SUNROOMS, CLOSETS, HALLWAYS LOCATION OF THE HOUSE, POOL, DRIVEWAYS AND 51TE FEATURES ONLY. THE 6.6. OR 1. SCEDULED HOOPS ArV STIRRUPS SHALL BE PLACED AT EACH END (EE) OF BEAM OR A. HORIZONTALREINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM OF THE PLASTER TO THE WATER BARRIER SHALL BNECE PREVENTED BY PROVIDING A VOL. OR SIM. ROOMS PER N 210-12. OWN ER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LICENCEVyH0U7 (TOJ BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE SCHEDULE. LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE WRAP BENEATH THE WATER SURVEYOR AT 50 PEGENT COMPLETION OF PROJECT. THE SURVEYOR 15 RESPONSIBLE 5-6 AND HOOFS SHALL BE TYPE T-2 TYPICAL GR51 BAR BENDS UNLESS OTHERWISE BARRIER. 6. SMOKE DETECTORS, FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS, SET BACKS, NOTFD B. HORIZONTALJOINT REINFORCEMENT SHALL CONSIST OF AT LEAST 9 GAGE LADDER FRAMING NOTES 16.1 REQUIRED ON ALL HVAC UNITS WITH 2O01 CFM OR MORE. AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS TYPE REINF EMIENT SPACED NOT MORE THEN 16" O/C VERT. REINFORCEMENT SHALL 17. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-,OIL NAIL PROGRAM, TYPE TO BE GRF 162. CEILING, AREA: 110 V. SMOKE ALARM5 SHALL 13E INSTALLED NOT LE55 THAN 3 FEET OCCUR BETWEEN THE ARCHITECTURAL SITE PLAN AND SURVEYORS LAYOUT THE GENERAL 2 AE1 BEAM (MARK 'B") TOP BARS SHALL 8E CONTINUOUS UNLESS OTHERWISE NOTED AL`-+0 IDED AT THE BOTTOM AMD TOP OF ALL OPENINGS ANC EXTEND NOT LESS 1125 1-1/2' LONG AND .120' DIAMETER U.N.O. HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING THEN 24" BEY ND THE OPENING. PROVIDE 8" MIN EMBEDMENT INTO CONCRETE COLUMN5 I. THE TRUSS AND FLOOR SYSTEM LAYOUT SHOWN ON THIS SHEET 15 SCHEMATIC U IG W BATHTUB OR 5HOHER UNLESS THI5 WOULD PREVENT PLACEMENT OF A SMOKE ALARM AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR AND BEAMS A FULL DEPTH LAPS AT ALL MASONRY "L' AND "T" INTERSECTIONS. THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDE'IR THE IS WHEN WOOD P05T5 ARE NOT IN A FIRERATED WALL, FIRE RATE P05T AS FOLLOWS: REQUIRED B' SECTION R3143. RESOLVES THESE CONFLICTS. 3. Ail TIE BEAMS (MARK "TB") REINFORCING SHALL BE CONTINUOUS THROUGH TIE- ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CL05ELY PARALLEL FINAL TRUSS BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. AND FLOOR SYSTEM DESIGNERS LAYOUT. WRAP P05T ON ALL SIDES FROM BASE OF P05T TO UNDERSIDE OF BEARING WITH (1) 163. NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE INSTALLED IN THE 5. GENERAL: LAYER OF 5/8" TYPE 'X' GYPSUM WALL BOARD. TH15 WILL PROVIDE A ONE HOUR RATING FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE CONCRETE NOTES 4. PUUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS 2. THIS FRAMING SCHEME (DIRECTION OF TRU55E5 AND SLABS, MAJOR O.T.BEAKIN6 FOR THE POST. ALARM IN A LOCATION REQUIRED BY SECTION R3143. A. STRUCTURALDE51ON 15 IN ACCORDANCE WITH A.G.I. 530-13/ AS.GE. 5-13/T.M.5. 402-16, - IONIZATION SMOKE ALARMS NOT BE INSTALLED LESS THAN 20 FEET HORIZ. FROM FROM ADJACENT BEAM5. NNO). POINTS, ETC) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THr PRIME A PERMANENTLY INSTALLED GOOKIN6 APPLIANCE. BUILDING REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON 19. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHAN6E5 AND AUTHORIZE - IONIZATION SMOKE ALARMS WITH AN ALARM -SILENCING 5WITGH SHALL NOT BE I. CONCRETE SHALL CONFORM TO ASTM G94/G 94M-Oq, SHALL HAVE A MAXIMUM 5 TjfrlJP BOTTOM OF TIE BEAMS A5 REQUIRED AT WINDOW 8 DOOR HEADS (26" MAX) BUILDING -REQUIREMENTS FOR MASONRY STRUCTURES. WIND LOADS PER F.B.C.2011. WATER/CEMENT RATIO OF Ob5 AND SHALL HAVE 5000 P51 COMPRESSIVE STRENGTH IN STRUCTURAL REVISIONS ACCORDINGLY. INSTALLED LE55 THAN 10 FEET HORIZ. FROM A PERMANENTLY INSTALLED COOKING ADG 2-#5 BOTTOM IF DROP' EXCEEDS 8'. APPLIANCE. KITH DAYS 0-14 A NOTED OTHERNSE) ALL ALL CONCRETE WORK SHALL HA IN AGGORDANIGE B. G-16, SPECIFICATIONS C IF N SHALL FOR IN ACCORDANCE 5TRE WITH A.G.I. 530.1-13/MMENT 6-13/T.M.S. 3. FINAL SIGNED AND SEALED EN6INEERED 1RU55 AND FLOOR SYSTEM DESIGN MUST BE MECHANICAL NOTES WITH R NCE AND Art 301-ID. ALL CONCRETE MASONRY WORK SHALL BE IN 602-Ib, ATIO IGFOR M FOR MASONIRY STRUCTURES AND THE COMMENTARY ON SUBMITTED TO THIS OFFICE FOR REVIEW. TRUSS AND FLOOR SYSTEM DE516NER! -HORIZONTALLY PHOTOELECTRIC, SMOKE ALARMS SHALL NOT BE INSTALLED PPLI THAN 6 FEET ACCORDANCE WITH AGI 530-13. 6. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED b" TO FIT BLOCK zj MUST HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIABGE. S=EGIFIGATI FOR MASONRY STRL'GTUkES. WOPHC. PROVIDE ALL 1RU55 CONNECTIONS A5 PART OF THE DESIGN. 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: 5LA55 ON VAPOR C. IN HVHZ A THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE L ALL HEATING, AIR CONDITIONING, REFR16ERATION AND VENTILATION EQUIPMENT SHALL 11• CARBON MONOXIDE ALARM TO BE IN5TALLED WITHIN 1O' OF A ROOM NEED FOR 1. AI L ADDED L061TWINAL BEAM REINFORCING SHALL EXTEND 6' MINIMUM INTO 4. 7RU55 AND FLOOR 5Y5TEM MANUFACTURER SHALL SUBMIT THREE (5) COPIES of SHOP CONFORM TO THE REQUIREMENTS SET FORTH IN THE 'FLORIDA BUILDING CODE SEEPING PURPOSES WHEN THE BUILDING HAG A F0551L BURNING HEATER OR APPLIANCE, BARRIER - 3/4' BEAMS AND COLUMNS - I I/2" FORMED CONCRETE BELOW GRADE-2" SIUprORT UNLE55 OTHERWISE NOTED. BUILDING NCE T TO ENSURE GO.2.4 F. k.E NTH THE APPROVED STRUCTURAL PLANS IN MECHANICAL' AND FLORIDA BUILDING CODE ENERGY CONSERVATION . UNFORMED CONCRETE BELOW GRADE-3" ACCORDANCE NTH SECTION 21222.4 Fb r;. DRAWINGS AID ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLOW,A A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY POKER SHALL DOME FROM THE RE615TERED EWiINEER, OF THEIR DESIGN FOR REVIEW INCLUDING TWO (2) COPIr" 5 FOR BUILDING WIRING WHEN ;SUCH WIRING 15 SERVED BY THE LOCAL POKER UTILITY. SIGH b. P1'FER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRAWIN65 IS 2. A 4CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. ALARMS SHALL HAVE [BATTERY BACKUP. IF USED, A COMBINATION SMOKE/ CARBON 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615/A 615M-Oq. SFEr,IFIGATIONS. b. VERTICAL FOR MASONRY TO � GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOB.,iRUGTED CONT. CELL. A COURTESY BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVES THE 3PROVIDE MONOXIDE ALARM SHALL BE L15TM OR LABELED BY A NATIONALLY RECOGNIZED . FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PASS THROUGH 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH q' 01 THE MANUAL MANUFACTURER OF HIS RESPONSIBILITY TO PROVIDE LAYOUT THAT FULLY TESTING LABORATORY OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' A5 PUPUBLISHED1E-CRUAJRTER � MAXIMUM BOTTOM REIM�ORGIMI6 STEEL AREA OF EITHER ADJACENT 1 GLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT INTEGRATES WITH THE ARCHITECT/ ENGINEERS SUPERSTRUCTURE. IF THERE IS ANYA55EMBLIES IF ANY. BEAD SHALL EXTEND THRU SUPPORT AND LAP WITH A CLA55 "A' TENSION LAP SPLICE EACH LIFT OVER 4'-0" HIGH. CLEANOUT5 SHALL BE SEALED AFTER GLEANING AND CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRU55 AND FLOOR SYSTEM I& TAMPER RE51STANI RECEPTACLE5 ARE REQUIRED IN DKELL.ING UNITS IN ALL AREAS BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. ON riTHER SIDE of SUPPORT. INSPECTION, AND BEFORE 6ROUTIN6. COMPANY SHA!1 NOTIFY THE ARCHITECT/ ENGINEER IN WRITING OF THE SPECIFIC 4. ALL SMELLING ROOMS MUST HAVE HVAC, RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR TRANSFER GRILLES. SPECIFIED IN NEC 21052 FOR 125 VOLT, 15 d 20A RECEPTACLES PER NEC 406.11 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO 5APELY 10 MAREAS OF CONCERN. ARK 'C' IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT STEEL NOTES A. INTERSYSTEM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND SUPPORT ALL LOADS DURIN6 CONSTRUCTION. REt FOWIN6 SHALL BE CONTINUOUS THRU THESE TWO BEAMS. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISG. EQUIPMENT. 5. A/C UNITS MAY HAVE OONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. GROUNDING CONDUCTORS SHALL BE PROVIDED FOR N, COMMUNICATIONS, RADIO, CAN, ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" A5V. ADJOINING GRADE. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON M. PER NFL 250.44. (A) OR (B) 6. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER TRU55 DRAWINE5.TIE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE PADS 51HALL BE A MINIMUM 4'-O"x9'-0' PAD FOR DOUBLE UNIT. OF DOVH'1.5 AS VERTICAL BARS ABOVE. I. STRUCTURAL STEEL SHALL CONFORM TO THE AISG "SFEGIFIGATION FOR THE DESIGN, COORDINATION 3ETKEEN THE TRUSS DESIGN AND AIR CONDITIONING DESIGN 20. FER FBC-E 404.1 LIGHTING EQUIPMENT. A MINIMUM OF 75 PERCENT OF THE FABRICATION ERECTION OF STRUCTURAL STEEL FOR BUIL.UINGS" . MATERIALS SHALL 1, REINFORCIN6 STEEL SHALL BE LAPPED 4& BAR VIA. MIN. WHERE SPLICED AND SHALL CONFORM TO HE APPLICABLE ASTM SPECIFICATION A5 FOLLOK6: W SHAPES - Ag92/ 11, �°I'�ME" PLUMBING NOTES LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE , PLATE5 A3b/A 3bM-08, BOLT5 - A 301-14 TUBULAR - HIGH EFFICACY LAMPS, BE WIRED TOGETHER, PROVIDE CORNER BARS SANE SIZE AND NUMBER AS NOOTHER SHAPES - A3b1A 36M-08 R. Z. BEAM 6. ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL BEAMS, REINFORCING AT EACH FAGS. LAP 46 BAR VIA, MIN. - - ;ham. A51M A500/ OOM-13 GRADE B (46 K5U COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRUSS AND FLOOR SYSTEM 21. BOXES AT LUMINAIRE OUTLETS: BOXES USED AT LUMINAIRE OR LAMP HOLDERS IN A 0,, BAR -,5`5 5-A_ TO AGI5 'MANUAL OF 5-ANVAR ; - gz,, ORANN65, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. I. ALL PLUMIBIN6 FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, CEILING SHALL BE DE516NED FO THE PLIRP05E AND SHALL BE REQUIRED TO SUPPORT A PRACTICE FOR DETAILING REINIEORGED CONCRETE CONSTRUCTION AS FLOL15HED BY THE �,d..rl+l+f!'1 '- 2. MELDED 00115TRUCTION SHALL CONFORM TO THE AMERICAN MELDING SOCIETY FBO. LUMINAIRE WEI6HIN6 A MIN. OF 23K6 (50 LB). NEC 31427A. CONCRETE REIMFORGIM6 STEEL INSTITUTE UNLESS NOTED OTHERWISE. + kA" 'STRUCTURAL IF16 COVE*. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE 1. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND 2. ALL PLUMBING FIXTURE5 SHALL MEET THE REQUIREMENTS OF TABLE 604.5, FZO.G. AY15. A5.1TUR L Io BOTTOM EACH STUD. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.O. PLUNEIN6 CODE CHAPTER IL 22.PROVIDE ADEQUATE CLEARANCE FOR ELECTRICAL EQUIPMIENT REQUIRING SERVICE WHALE 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0° FROM ROOF JACKS. EWR61ZED WCH AS SERVICE EQUIPMENT, PANEL BOARDS, DISCONECTS ETC. A5 PM NEC 110.26 5. CONDENSATE DRAINS MST BE A MINIMUM OF 12" OFF THE BUILDING. 6. SHOWER COMPARTMENTS AND WALLS ABOVE BATH TU135 WITH SHOWER HEADS SHALL Z-ALL CFI SHALL BE INSTALLED IN READILY ACCESSIBLE LOCATIONS PER NEG ZIOA BE FINISHED WITH A SMOOTH' NONHAB50RMW SURFACE TO A HE16HT NOT LE-55 THEN PROPOSED RESIDENCE FOR: 10 INCHES ABOVE THE DRAIN INLET. CODES USED, HAMMERLOAD SCHEDULE-FLORIDA BUILDING CODE 6TH EDITION (2011) ABBREVIATIONS LOOATION LIVE DEAD TO - FLORIDA BUILDING CODE - RESIDENTIAL 6TH EDITION (2011) M.G. MEDICINE CABINET SMS SHEET METAL SCREWS GROUND FLOOR 40 60 100 - FLORIDA FIRE PREVT:NTION GODS 6TH EDITION WITH NFPA 101-2015 EDITION ABV ABOVE EXT. EXTERIOR MRH MEAN ROOF HE16HT 5T. STIRRUPS- NEC 2014 AFF ABOVE FINISHED FLOOR F.B.G. FLORIDA BUILDING COVE MT METAL THRESHOLD 57L. STEEL AHU AIR HANDLER UNIT F.R. FIRE RATED MAX MAXIMUM 5W 5WITGH ROOF 30 25 55 ASLE. 1 10 B.F. BI FOLD FR FRENCH DOOR MIER. MANUFACTURER 5A.O.T. 5HEARWALL OVERTURNING FORGE I TOP CHORD 30 15 B.P. BI PASS FIN. FINISHED MICWJ. MICROWAVE TEMP TEMPERED BOTTOM CHORD 0 0 BLK, BLOCK FL. FLOOR BLW. BELOW 6.T. 61ROM TRU55 MIN. MINIMUM T.B. THROUGH BOLT IN INDEX BR6. BEARING GA. 6AUCE MO. MASONRY OPENING T.O. THROUGH OUT BTM. G NOWWWAAMW) 10 O BTM. BOTTOM 6ALV. GALVANIZED MONO. MONOLITHIC T.OBB. TOP OF MASONRY BOND BEAM GL6. CEILING CFI 6ROUND FAULT INTERRUPT MTL. METAL TA.PL. TOP OF WOOD PLATE 1511 COVER SHEETCMU CONCRETE MASONRY UNITS &L. 6LA55 O.H.D. OVER HEAD DOOR T.O.TB. TOP OF TIE BEAM ULTIMATE WIND SPEED = 155 m h. COL. COLUMN 6KH3 GYPSUM WALLBOARD O/C. ON CENTER TYR TYPICAL _ ♦' A-0 50HE XLE5, DETAILS, PLUMBING RISER CONC, CONCRETE GYP. BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT U.N.O. UNLESS NOTED OTHERWISE NOMINAL WIND SPEED = 120 mph. A -I FLOOR PLAN C5MT. CASEMENT H6T. HEIGHT P.S.F. POUNDS PER SQUARE FOOT UL UNDERHdRITERS LABORATORIES - DBL. DOUBLE HP5. HOOPS P.S.I. POUNDS PER SQUARE INCH V.I.F. VERIFY IN FIELD RISK GATA60RY = II A-2 ELEVATIONS DIA. DIAMETER HR HOUR P.T. PRESSURE TREATED WA. WEDENCLOSED ANCHORS BUILDING DESIGN A5 ENCLOS DI5P. 0I5PO5A4- H5 HORIZONTAL SLIDING PART-N. PARTITION W/ WITH - A-3 ELEVATIONS d SECTIONS DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE PKT. POCKET WC WATER CLOSET INTERNAL PRESSURE COEFFICIENT = +/- O.IH DR DOOR INS. INSULATION PLYWD. PLYWOOD M. WOOD EXPOSURE CATEGORY = G 5-1 FOUNDATION PLAN DIN P1514 WASHER INT. INTERIOR R.O. ROUGH OPENING E.E. EACH END LIS. LONG 5L. 50LID GORE MEAN ROOF HEIGHT = Il'�i" 5-2 FRAMING DETAILS ELEC. ELECTRICAL LIN. LINEN 5GD. SLIDING CLASS DOOR ROOF DEAD LOAD FOR WIND 5-3 FRAMING PLAN DESIGN TAKEN AT 10 ps.P. 5-4 BRACING PLAN ELEV. ELEVATION LT. LIGHT � SQUARE 00T S T. L U C I E COUNTY, FL ES. EACH 5117E L.T. LAUNDRY TUB 5HI SINGLE HUM�i NOTE. THIS STRUCTURE 15 DESIGNED IN E-I ELECTRICAL PLAN ACCORDANCE WITH CHAPTER 16 OF THE 2014 FLORIDA BUILDING COVE AND A5CE T-10. ELECTRICAL SYMBOLS LEGEND H VOLT. PLAN / ELEVATION SYMBOLS LEGEND 2T 1 V. REGEPTAGLE n TELEVISION DDJACK ® BOX ® FAN SMOKE DETECTOR ",>fEARKALL LABEL AT 12° A.F,F. `T' ��� DUPLEX RECEPTACLE/ ARC (� SINGLE RECEPTACLE CT� TFERHVAG ❑J BOXJUNICAIL SMOKE 1 FGROUT OUNDATIION PLAN r%///////U//%/ //.�� AS NOTED HEIGHT FAULT INTERRUPT AT 12" A.F.F. 1- THERM05TAT ® DETECTOR DEDICATED # SCALE O INTERIOR ®© Q� DUPLEX RECEPTACLE SINGLE RECEPTACLE Q INTERCOM PADDLE FAN EXHAUST 4 owc. 2 NATION � BEAM LABEL �%��������%� B AT BASE DEDICATED SWITCHED AT 60" A.F.F. W OR HO/ LIGHT 0 OUST FAN s CONCRETE COLUMN E11/11l/1Ll/LC!/1!!/1J HEIGHT A5 NOTED POURED DROPPED SOFFIT Q� DUPLEX RECEPTACLE !^ SINGLE RECEPTACLE LIGHT FIXTURE # DETAIL 000� MAX. TRUSS CONNECTOR III AT 8" ABV. COUNTER H'p SECURITY � FL /LIGHT COMBO I DEDICATED UEIDERC,OUNTER KEYPAD owc. SCALE O DOOR LABEL TO-0 NON -BEARING FRAME ARCHED OPENING SEE FLOLNRESGEETI' _ T f CFI DUPLEX FAULTRECEPTACLE (INTERRUPT '(Y� DUPLEX REGEPTAGLE- ARL DOOR �� LIGHT FIXTURE N G 6 CONSTRUCTION - 1 PLAN OR ELEV. DUPLEX RECEPTACLE II FAULT INTERRUPT O 12" A.F.F. CHIME c AT &" ABV. COUNTER DUPE RECEPTACLE PUSH FIXTURE INCANDESCENT LIGHT LV DOOR 6FU p FIXTURE GL6. MNTIb. # SECTION # REVISION BEARIM� FRAME I HOUR FIRE RATED GROUND FAULT INTERRUPT TOP RNA. 5WITGHED BO7TON RELEASE DUPLEX RECEPTACLE ARC FAULTINTERRUPT TELEPHONE OUTLET NGANDES'ENT LIGHT V VOLUME owc. SCALE O WINDOW LABEL N CONSTRUCTION ® WALL TOP REG. SWITCHED SWITCH ® AT 12' A.F.F. FIXTURE WALL. MNTED CONTROL SINGLE POLE MASONRY CONSTRUCTION DUPLEX RECEPTACLE HIHAT 5WITGH NORTH ARROW _ _ _ _ FRAME CONSTRUCTION TYPICAL DISCONNECT OI WATERPROOF? 5WITGH TELEPHONE OUTLET ® GL6. MOUNTED �I # SECTION ABOVE OR BELOW GROUND FAULT INTERRUPT 3 THREE WAY FLUSH IN FLOOR owc- SCALE G# COLUMN LABEL ^ DUPLEX REGEPAIGLE DEDICATED HI HAT BREAKER BEAM HEIGHT fY� UNDER COUNTER �4 F� WAY ® DATA LINE ® VAPOR PROOF 115�xj PANEL BREAK LINE Y > / CHAN6E QUADRUPLEX ESSED 5WITGH C.V.CENTRAL VAGINUM (0�BALL F.P.dL. METER ID RECEPTACLE DIMMER Y RECEPTACLE =1 d DISC. 0 z a e INTERIOR ELEV. O FOOTING LABELS GRAPHIC SCALE O'-0" FIN. FL. SLAB FLOOR ELEVATION 5NTSECURITY CARBON MONOXIDE # F SCALE: 1i8" = V-0" DUPLEX RECEPTACLE GLE pr KEYED � LI6HT5 � DETECTOR ® LOW TRANSFORMER SCALE O FLUSH IN FLOOR T revisions no. date designed PAR drawn PAR checked K6 date 5/14/16 scale 1/4" = I'-O' (UN.0) job no. 11-004 . HAM Q L A QUANTUM ENGINEERING ASSOCIATES INC. Structural Enpneering & Cos[Segmgalon 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 Shawn M. Stambaugh, PE FL LIC. 61850 - CA 26210 Q m0 O ` ^• VJ ^^\\ O W � •� }� Z l.) O O w LU �q 2 U) m drawing COVER SHEET sheet e G-1 of WINDON 56HEDULE MARK TYPE 5TYLE 1 ZED D.P. NOTE5 YJ + - 001 F.G. PICTURE 3'46" 2'-0" 37.64 50.61 002 F.G. PICTURE 6'-011 21-011 37.64 41.05 003 F.G. PICTURE 3'-b" 2'-0" 37.64 41.05 004 F.G. TEMP I TRANSOM 6-4" 2'-a" 36.65 40.05 005 5HH36 51NOLE HUNG 21-411 61-211 36.65 40.05 006 F.G. TEMP TRAN50M 21-411 11-61, 56.55 40.05 001 51-136 51NOLE HUN6 41-611 6'-211 34.76 3-TAI 0015 F.6. TEMP TRAN50M 4'-b11 I'-&" 34.76 37.cr OOq 5HH36 51NOLE HUNG 21-411 61-21, 36.65 40.05 010 F.G. TEMP TRAN50M 21-411 I'-b" 36.65 40.05 Oil 5H25 51NOLE HUNG 3'-211 51_5" 36.65 40.05 012 5H24P4 51NOLE HUN6 3'-211 4'-611 35.14 36.55 015 5H24P4 51NOLE HUNG 31-211 41_611 55.14 35.55 014 5H25 51NOLE HUNG 31-211 51-511 35.14 36.35 015 5H25 51NOLE HUNG 31_2" 51-511 35.14 36.55 016 5H25 SINGLE HUNG 31-211 51-511 55.14 36.35 017 5H25 51NOLE HUNG 31-211 51-511 55.14 55.55 016 5H23 51N6LE HUNG 31-211 31_4" 37.64 41.05 Temp 91 Olq 5H35 51NOLE HUNG 41-611 51-511 56.14 3q.35 Egress 020 5H35 51NSLE HUNG 41-611 51_51, 36.14 361.35 Egress 021 5H23 51NOLE HUN6 31-211 31-411 37.64 41.05 Temp. 61. 022 5H36 51NOLE HUN6 41-b11 61-211 33.65 42.2q 025 5H3b 51NOLE HUN6 4'-b" 6-211 33.65 42.2q 024 5H26 SINGLE HUNG 31-211 b1-211 36.14 3q.35 025 5H26 SINGLE HUNG 31-211 61-211 36.14 5,135 026 5H26 51NOLE HUNG 31-211 6'-2" 36.14 3q.35 021 5HH36 SINGLE HUNG 21-411 61-211 33.65 42.2q 025 5H36 51NOLE HUNG 41-611 61-211 33.65 42.2q 02q 5HH36 51N6LE HUNG 21-411 61-211 33.65 42.21 030 5HH54 51NOLE HUNG 2'-411 4'-4" 37.64 1 41.05 G.C. TO VERIFY ALL MASONRY OPENINGS BEFORE CONSTRUCTION DOOR 50HEDULE MARK 57YLE DOOR D.P. NOTES WD HOT + - 001 DOUBLE EXTERIOR 6-O" 61-011 33.Sq 37.Oq Mainegress do not shutter 002 OVERHEAD 10'-0" 6'-O" 52.73 35A4 005 OVERHEAD 10'-0" 6'-0" 52.73 40.44 004 OVERHEAD 10'-0" 6'-O" 52.73 40.44 005 51NOLE EXTERIOR 2'-95" 61-O" 55.5"1 55.60 5.0. Ext dr. 006 51N6LE EXTERIOR 2'-6" 6'-O" 55.5q 36.60 Fr dr 007 5LIDIN6 TRIPLE EXTERIOR 12'-O" 6'-01' 52.51 35.51 006 DOUBLE EXTERIOR 4'-011 61-011 35.14 36.35 Fr drs OOq 51N6LE 31-0" 6'-011 5olid core H/closer OIO BIFOLD DOUBLE 4'-O" 51-0" Oil POCKET 3'-0" 61-011 012 DOUBLE 51-411 6'-O" 015 POCKET 3'-011 61-0'I 014 51N6LE 21-511 6'-0" 015 POCKET 2'-511 61-011 016 BIFOLD DOUBLE 31-011 6'-0" 017 POCKET 31-011 6'-011 016 POCKET 31-01' 61-011 Olq 51NOLE 2'-511 61-011 020 SINGLE 2'-611 61-011 021 BIFOLD DOUBLE 31-011 6'-011 022 DOUBLE 51-011 61-011 024 DOUBLE 41-511 6'-01' 025 POCKET 3'-O" ' -O" 026 51NOLE 2'-O" 6-0" (2)4105m..5.TOP4 a EACH 5TUD PIN/SHED CEILING - SM 7YP. WALL SECTION 2xb BLOGKIN6 a CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 SMS. EA END 25 GAUGE CHANNEL SHAPE (2X4 STUDS O I6' O/G) (2x6 24' O/C) M FULL LFNSTH L 1/2' TYPE 6YP5UM WALLSCi APPLIED VERTICALLY 4 AT IN LONG BUGLE HEAD SGREi TO EACH SIDE O 12' O/C HILTI PINS .145' DIA x 1' L6. • 160 O/C W/ 1' WASHERS TYPICAL INTERIOR PARTITI( ALONG CABINETRY BACKIN SCALE 3/4' = I (2) XIO 5.M5. TOP 4 0 EACH STUD FINISHED CEILING - 50 TYP. WAIL SECTION CONT. 25 6AU6E METAL TRA TOP 4 BOTTOM W/ (1) 010 % 25 6AUGE CHANNEL SHAPED 24' O/C NUI FULL LENGTH LA 1/2" TYPE 6YP5UM WALLBOA APPLIED VERTICALLY 4 ATT IN LONG BUGLE HEAD SCREW TO EACH SIDE 0 12' 0/6 HIL71 PIN5.145' DIA x I' L6. O 16' O/C W/ 1' WA5hER5 TYPICAL INTERIOR PARTITI SCALE 3/4' = 10' INSULATION PER ENERGY CODE WHERE NECESSAR' [7=i349OFN ATTIC ACCESS SECTIO 1-1/2" = 1'_0„ STUDS- iTUD5 O YER OF W/ a 24' O/C W/ 10SE p DECOR. TRIM MOULDING PLUMBING RISER DIAGRAM HEAT TRAP DRAI NNllTH IFBG 13_13-6-612.I.ABG2 z GOLD WATER SUPPLY TO HOT WATER FIXTURES TO WATER HEATER A5 SHOWN ON PLANS IDE A 210OF TEMPERATURE AND PROVIDE FULL ISO P51 PRESSURE PORT BALL RELIEF VALVE SHUT OFF VALVES WITH TEST LEVER SIZED WITH A6A/C6 PROVIDE PIPE TEMPERATURE STEAM UNIONS, DIELECTRIC RATING 10% OVER IF REQUIRED FOR HEATER INPUT DISSIMILAR METALS PROVIDE A HARD RELIEF VALVE THERMOSTAT AND DISCWIRSE LINE PRESSURE REGULATOR FULL SIZE OF VALVE FURNISHED WITH OUTLET TO RUN TO WATER HEATER EXTERIOR OF BUILDING AT 6" PROVIDE A DRAIN TRADE OR PAN, RUN OVERFLOW N NEAREST NEARSST APPROVED LINE TO EXTERIOR INDIRECT WASTE OF EUILDING AT 6' DRAIN VALVE BY ABOVE SRAMOR MANUF. NEAREST APPROVED INDIRECT WASTE QJL AN P MIN. 2" HIGH SIDES ONLY ABOVE FIRST FLOOR SET HEATER THERMOSTAT TO 120"F WATER HEATER DETAIL 65 GALLON CAPACITY 60 AMP ELEC. POOL / DOCK PANEL 10,000 AIC RATED GIRD. DESCRIPTION POLE BKR WIRE KVA. 100% 100% KVA. WIRE BKR POLE DESCRIPTION GIRD. --I POOL PUMP ----------- -2_'_20 -- -12- 12 2----0 O O -- IA --- 12 -2--20 - 20 20 I -- POOL LIGHTS ----------- --2- 3 O -- 2.0 --- 12 --- 20 -- 2 --- POOL BLONIER ----------- 4 s --- ----------- --- -- --- ------ 6 --- --- ----------- --- -- --- --- -- -- --- --- -- --- ----------- --8- Cl --- ----------- --- -- --- ------ -- --- -- --- ----------- 10 --- -11_i2 ----------- --- -- --- ------ 4o--5-o4- ----- TOTAL SUB TOTAL TOTAL = 5.2 x 1000 / 240 = 21b6 AMPS THI5 PANEL 150 AMP ELEC. PANEL "A11 10,000 AIC RATED GIRD. DESCRIPTION POLE BKR WIRE KVA. 100% I00% KVA. WIRE BKR POLE DESCRIPTION GIRD. I --- AHU HEAT PUMP *1- ---------- ----------- 2-.- ---- --- 60 -- b- - ---- --- O --- ------ 10.0 O ------ ------ O 8 --- --- 40 -- -- 2 --- --- COMPRESSOR MI- ---------- ----------- 2 --- _ 3 4 __ g COOKTOP------ 2 50 6 12_0 O O 5_O 10 30 2 DRYER ------ -b - a _ q_ HOOD - I- 20 12 -12-- O O IS 12 20 WASHER - - - 10 II --- MICROWAVE ----------- I --- 20 -- 12 --- 12 ------ O O -- I.0 --- 12 --- 20 -- I --- 6ARBA&E DISPOSAL ----------- 12 --- 13 --- OVEN ----------- ----------- - 2_ --- 50 -- -- - b --- 12.0 ------ ------ O O -- 12 --- 12 --- 20 -- --- DISHWASHER ----------- _ 14 15 --- O -- 0S _0 12 --- 20 -- --- BATH CPI RECEFT. ----------- 16 --- 1,1 - - - REFRIGERATOR - - - - - - - - - - - 1 - - - 20 -- 12 - - - 120 ------ O -- 0,4 - - - 12 - - - 20 -- 1 - - - O.H. DOOR OPENER - - - - - - - - - - - 16 - - - Iq- -- U.G. REPRI6ERATOR- ---------- I- -- 20 -- - 12 -- -12-- O O -- 0.4 --- 12 --- 20 -- I --- O.H. DOOR OPENER-2p --------- ---- 21 --- CA5 550 DED ----------- I --- 20 -- 12 --- 12 ------ O O -- 0.4 --- 12 --- 20 -- I --- O.H. DOOR OPENER ----------- 22 --- 23 --- WIPE COOLER ----------- 1 --- 20 -- 12 --- 120 ------ -- --- --- -- --- SPACE ----------- 24 --- 25I --- U.G. ICE MAKER - - - - - - - - - - - 1 _ - 20 -- 12 --- 120 - - - -- ------ - - - -- --_ SPACE ----------- 26 -- -2T- - SPARE ----------- --- -- --- --- -- ----- - --- -- --- SPACE ----_-- 26 - - - 261 SPARE --- SPACE _31_ SPARE ------- ---" - --- SPACE - - - - - - - 32 33 SPARE SPACE 34 35 SPARE SPACE 56 -31- - SPARE ----- --- -- --- .............. -- -- -- --- SPACE - ---------- 38 -gq- - SPARE ----------- --- ----- ------ -- --- --- -- --- SPACE ----------- 40 --- 41I SPARE ___________ ___..__- I SPACE ------- 42 5UB TOTAL 32.4 10.0 1 O 10.40 5U5 TOTAL TOTAL MO A/C) 42.b Ist 10,000 of 100% = 10.00 REMAINDER AT 40% = 15.12 A/C LOAD AT 65% = 6.50 TOTAL - 241.62 x 1000 / 240 = 125.41 AMPS THIS PANEL 150 AMP ELEC. PANEL "B" 105000 AIC RATED GIRD. I DESCRIPTION POLE BKR WIRE KVA. I00% 100% KVA, WIRE BKR POLE I DESCRIPTION GIRD. I AHU HEAT PUMP«2 ----------- - 2- --- 60 -- - b- --- O --- qb -- O ------ O 8 --- 40 -- 2 --- COMPRESSOR #2 ----------- 2 _ 3 --4- _ g SPRINKLER PUMP -- ----- -2 - --- 20 -- -- 12 --- --- 3.0- -- --- O -- - O ------ 1.5 12 --- 20 -- 1 SMALL APPLIANCE ----------- O -- I.5 --- 12 --- 20 -- I --- SMALL APPLIANCE ----------- - 8 q --- KITCHEN LICHTINC ----------- 1 --- 15 -- 14 --- 0.4 --- O -- O -- 1.5 -- 12 --- 20 -- 1 --- DINING ROOM RECEPT. ----------- 10 --- II --- GENERAL LIGHTING- ----------- I --- -15- 14 -- 0.4q --- O -- O ------ 0.4q 14 --- 15 -- 1 --- GENERAL LIGHTING ----------- 12 --- 13 GENERAL LIGHTING I 15 14 0.4q O t O 0.44 14 15 1 GENERAL LIGHTING 14 IS GENERAL LIGHTING - I- 15 14 0.4q O O 0.4q 14 15 1 GENERAL LIGHTING Ib IT - - - GENERAL LIGH- TING ------------- - I- -15 14 - 0.4q - -- O -- O -- - 0.4q --- 14 - -- Ig--I --- GENERAL LIGHTING- ---------- 16 --- - 19- - GENERAL LIGHTING- ---------- - I- 15 -- 14 - -- 0.4q- -- O -- O -- ---- 0.4q 14 --- 15 -- - I -- GENERAL LIGHTING ----------- 20 --- 21 GENERAL LIGHTING - 1- 15 14 0.44 O O 0.4q 14 15 1 GENERAL LICHTINC 22 23 GENERAL. LICHTINC I 15 14 0.461 O O 0.4,11 14 15 1 GENERAL LI6HTIN6 24 25 -- POOL SUB PHIL. ----------- (0 100%) ----------- - 2- --- 60 -- -- - 10 --- 5.2 --- O -- O - O_4q 14 --- 15 - 1 - GENERAL. LICHTINC- _26 2-1 --- O --- -- 12,0 --1_6 ----- -- 50 -- -- 2 --- --- WATER HEATER ----------- ----------- 28 GENERAL LIG I - 15 - -HTING 14 .4q -- O - 50 -- 31 --- GENERAL LIGHTING ----------- 1 --- 15 -- -14 -- 0.49 --- O -- ------ 2 - 33 -- GENERAL LICHTIN6 ----------- I- -- 15 -- 14 --- 0.4q --- O -- ------ --- -- --- --- -- -- --- --- ----------- ----------- 34 --- 35 --- GENERAL LICHTINC ----------- 1 --- 15 -- 14 --- OAq --- O -- --- 3"1 --- GENERAL LICHTINC ----------- 1- -- 15 -- 14 --- 0.4q- -- O -- ------ --- -- --- ----------- 38 --- -3q- - SPARE ----------- --- -- --- --- -- ------ --- -- --- ----------- -40 41 SPARE 42 SUB TOTAL 1 14.48 qb O PO,42 SUB TOTAL TOTAL No A/C) 54.010 Ist 10,000 of 100% = 10.00 REMAINDER AT 40% = qA& A/C LOAD AT 65% = 6.24 TOTAL - 26.2 x 1000 / 240 = I0q.I6 AMPS THIS PANEL revisions no. da designed PAR drawn PAR checked K5 date 5/1411b scale 1/4' = I'-0" (U.ND) job no. 11-004 . HAM QUA QUANTUM ENGINEERING ASSOCIATES INC. SVuc alEngine wg c& Ca t,54regr an 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33 16 Shawn M. Stambaugh, PE FL UC. 61850 - C.A. 26210 Q O �1 LL U) LlJ } LU Z � O 2 W O U W cn C W_ Q J a- 2 U) m Xm z' s� !3 iX 3 1........ �uiic w .. _O 00 O `U `n IZ CB CF) a) -0 CO w I - L r �/ V) U C LL 0 V J Cfl U' <W ,� O � C 0- c� ti LLO 0- J drawin SCHEDULES DETAILS & PLUMB. RISER DIAGRAM sheet A-0 of 1c-60; -c-n (,o revisions no. REV *1 BX6 CMT5 6=/Ib I 1�1 I I I I I I I N _4 STUDY j 1 II T�'- TO II4' I I I I ------J Ks"T HOOD SUMMER KITCHEN 10'-0' CL6. RN FM I I I I I I I I I I I I I I L----------� 1 CAR POOL PAra GARAGE 10'-0' ub. 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" 4 NOW STIR MALL MA'LYMOOD N - �— — — r SEATNINO FOR KALL HMS TV „,.. .....:::..:. IR IS.....: r : v / / I r J MASTER 1 I cowl SUITE C I 1 1O' TO O-W TO b11'4• II I I L-----20'-- ---J L I L JMASTER ry BATHRM Q 3'O V In• '-0 1/2 I IC-0'FF To I-VOO• a `fir 025 I 0 5' A I 0 a 5'-5• I — W.I.0 10'-01 as. I r---------- i I I I I I I I I I I I I I I A-3 PPL 2 CAR GARAGE 10'-0• as. r--- --------� I I I I I I I I I I I I I I FLOOR PLAN 5GALE : 5/16" = 1'-0" CALCULATIONS AIR CONDITIONED AREAS GROUND FLOOR 3297 SF 3297 SF NON CONDITIONED AREAS LANAI 873 SF 3 CAR GARAGE 1156 SF COVERED PORCH 169 SF 2198 SF GROSS AREA GROSS AREA 5495 SF A/C CUBIC VOLUME 33,450 CU. FT. designed PAR drawn PAR checked IC6 date SAIIIAB scale 1/4^ = III job no. 11-004 . HAM QUA QUANTUM ENGINEERING ASSOCIATES INC. Sbactural6agfaeerlag If Cost Segregation 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33416 WWW.QEASSOCIATE .Com Shawn M. Stambaugh, PE FL UI 01850 - CA 26210 0 W' O U5 � L � LU Z O L C W U G J � 2 U) C0 M _O CO 00 CD M Ca M CC) C6 M 00 L 0 r LO c CU LL m c o CD J a) Z U) C Ln -I— CV U LC a-ti J drawing FLOOR PLAN sheet A-1 of l�\ o7-�o revisions no. I � I I I I 4 STUDY IO'-O' TO ira-Lg9TO II'-4' I IXI eeB WL. H5T HOOD SUMMER KITCHEN 10'-01 C-S. bAIH3 lo'-o 0 DINETTE 10'-0' as. I I I I OI, W.I.0 10'-0' ". W.I.0 10' O' ". BEDROOM 2 1o'-0' a&. P CAB r 1 n 0 alr — — 114D' REF. — OBL. SINK DM WrbISP. .�-. ¢l i MICRO X I avm --___—__ OVEN 4_— KITCHEN I )� 1TCHE r — — — � 1/ c \\ GREAT \ ROOM / / 1— \\ \\ lowo N II'-0' ab. HT.4 a II'-0• b. HT. — / \ II'-01 Cw. HT. 1 p WOOD STUD WALL WrPLYH= -coil J // II r MASTER I I SUITE I I 10'-0' TO IOJ-D�o Ir-0 I I I II ------�D'�--- ---- I UP 10'-0• ab. E W.I.0 1o'-0• as. I I I I I I I I I I I I I I L — — — — — — — — — — J 1 CAR POOL PAUL GARAGE a'-0' as. i SILT PANS. A 4 0 00W PAD oIs BATH 2 la-0' cLe. m 015 5 S aVE5 L_-LLJ MASTER BATHRM 00". G.S. 10'-0' TO II'-0' I I I I L---_.J \�J 6TP ORD EAC44 e VNi-II MIN L-70 LAUN. 101-o• as. (D PORCH 14'-O' C A F r----------i I I I I I I I I I I I I I I A -A "L 2 CAR GARAGE lac• as. r--- --------i I I I I I I I I I I I I I I FLOOR PLAN 50ALF : 3/I6" = P-0" CALCULATIONS AIR CONDITIONED AREAS GROUND FLOOR 3297 SF 3297 SF NON CONDITIONED AREAS LANAI 873 SF 3 CAR GARAGE 1156 SF COVERED PORCH 169 SF 2198 SF GROSS AREA GROSS AREA 5495 SF designed PAR drawn PAR checked K6 date 5114Ab scale 1/4' = r-o' N: job no. 11-004 . HAM Q E- A QUANTUM ENGINEERING ASSOCIAT S"cnaal Engineering & CwtSegreg 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA ' Shawn M. Stambaugh, PI FL JC. 61850 - CA 26210 N0N 1..1� 0 LrL Z 0 LU U J U) O_ 00 p CM cv �'W^ V) LL QW N ��� -E 1 J , QO Z Lo-ct U 1 0— _ Li CL drawing FLOOR PLA sheet A-1 of revisions no. da I I I I I I I STUDY j 10'-0- 471bMTO II'-4• I I I IXI SUMMER KITCHEN 100-0' OIb. y LANAI C 101-0. OLIS. BATH 3 O 0 cam, DINETTE 10'-0. 0.6. I I I I I I I I I I I I I I L- - - - - - - - - - J 1 CAR POOL PAta GARAGE 10b• CL6. i ELECT PAML A f 5 COIL' PAD � I ol-r 4 1 m a .Ia-e. �W.0 I L-ns BEDROOKWP IR 15 9) BEDROOM 2 I W.I.0 1 101-0' OLO. 1 olq • ola j _ __ — IIJI FANW O 0071 F- I I I I I DM OIL. 51W, I I I WVI5P. I X I�a _ I/_ NJ -------- -- OVB7 4 KITCHEN 1 — — — — — — ---\ gIR. i \\ GREAT \\ ROOM \ \\ 10'-0' T0011¢-0' 11'-0' O4.6. Hr.9 % < 11'-0. as. Hi. I o /—� \ 1 i C �. •\ \ /- II'-0• us. Hr. � A / , I � / I r MASTER 4 I I 1 101-01r01014 To Ir-y ------�D'�--- ----J ------------------ IR 15 L_:�_J W.I.0 10'-0' G &. IF o1slj�' tTHI � Q N. O D. 10'-OUGb. •-;�JI I p RE 5 SHELVES • MASTER 1 BATHRM 100-00"" T011 -O• I I I L — — — — J • 5 b O 177 LJ r----------i I I I I I I I I I I I I I I 2 CAR GARAGE 10'-0' us. r--- --------i I I I I I I I I I I I I I I FLOOR PLAN 50ALE : 5/16" = 1'-0" CALCULATIONS AIR CONDITIONED AREAS GROUND FLOOR 3297 SF 3297 SF NON CONDITIONED AREAS LANAI 887 SF 3 CAR GARAGE 1168 SF COVE!kED.PORCH 174 SF P 2228 SF GROS,4?AR%,,,, d GROSS AREA 5525 SF designed PAR drawn — — — — — — ---\ gIR. i \\ GREAT \\ ROOM \ \\ 10'-0' T0011¢-0' 11'-0' O4.6. Hr.9 % < 11'-0. as. Hi. I o /—� \ 1 i C �. •\ \ /- II'-0• us. Hr. � A / , I � / I r MASTER 4 I I 1 101-01r01014 To Ir-y ------�D'�--- ----J ------------------ IR 15 L_:�_J W.I.0 10'-0' G &. IF o1slj�' tTHI � Q N. O D. 10'-OUGb. •-;�JI I p RE 5 SHELVES • MASTER 1 BATHRM 100-00"" T011 -O• I I I L — — — — J • 5 b O 177 LJ r----------i I I I I I I I I I I I I I I 2 CAR GARAGE 10'-0' us. r--- --------i I I I I I I I I I I I I I I FLOOR PLAN 50ALE : 5/16" = 1'-0" CALCULATIONS AIR CONDITIONED AREAS GROUND FLOOR 3297 SF 3297 SF NON CONDITIONED AREAS LANAI 887 SF 3 CAR GARAGE 1168 SF COVE!kED.PORCH 174 SF P 2228 SF GROS,4?AR%,,,, d GROSS AREA 5525 SF designed PAR drawn PAR checked K6 date 511411b scale 1/4" - I'-0• (UNA) job no. 1'1-004 . HAM QUA QUANTUM ENGINEERING ASSOCIATES INC. SYi.ft1dE49...nd9& Ca t&S ,9.111n 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 W W W.QERSSOC IATESZOM Shawn M. Stambaugh, PE FL. UC. 61850 - CA 26210 W O I� Z w o U a J _ U) LL C LL C!. C Q Q a rn _O t CID 00 O cU M d CU -a O' « W a L — r r VJ (>3 U m M c) C Q W c OO Z CO c /Q 2 ti O ti .L- L.L Lo a. ti — drawing FLOOR PLAN sheet A-1 of revisions no. wF t 1-1/2' HIGH RA15M SMOOTH STUCCO BAND OVER SMOOTH 5T0000 BAND r NOTE: RA15E ALL SMOOTH STUCCO BANDING IN STONE VENEERED AREAS EXTRA HIGH TO CLEAR THICKNESS OF VENEER BY 1/2" STONE VENEER SELECTION BY -------------------- FAUX FOAM BRACKETS OVER RAISED SMOOTH STUCCO BAND ■1■ 11 ■■ 00 2" HIGH RAISED SMOOTH STUCCO BAND OVER SMOOTH STUCCO BASE 12 Z�5 ICI I■11■1 I■1 I■1 ICI ICI ICI I01 FS ism - ICI F 11IIIIIIIIIIIIIIIIIIIII1=1 US 15= WINNOW WE FWN E I NIEW11 WINNOW NO FIBER6LA55 5HIN6LE ROOFING 121-6' T.OBB. AN 10'-0" T.OBB. GLH. HT. RAISED SMOOTH STUCCO BAND 4" WIDE RA15M SMOOTH STUCCO BAND TYP. _ O'-0' FIN_FL• 5LA6A#-,\ RIGHT ELEVATION T.OBB. 0 ENMY L2-b' T.OBB: 10'-O' T.OBB. OLH. HT. RA15M SMOOTH STUCCO BAND I_i nI i _ i i �I I� O'-O' FlK FL. 5 LEFT ELEVATION FIBER6LA55 SHINGLE 12 ROOFING 14'-0' T.OBB. -- -- 094TRY 12'-6' T.OBB. 10'-0' T.OBB. OLH. HT.qO 12" HIGH RA15M SMOOTH STUCCO BAND 4" WIDE RAISED SMOOTH 5T=O BAND TYP. RA15M SMOOTH 51UGC0 BASE TYP. O designed PAR drawn PAR checked K6 date 5/14/18 scale 1/4' = I' -ON (U.N.0) job no. 11-004 . NAM QUA QUANTUM ENGINEERING ASSOCIATES INC. Str cn alEngznll.g&C"Isegmadon 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 W W W.QEAS [AT Oom Cn W Ir Ui 2 Shawn M. Stambaugh, PE FL UC. 61850 — CA 26210 Q 0 R 0 J IL 0 LU U J C) M C:) 0 `0 `"' C w a (a a C C or C c �V/� J ca 2 ,N CD C C)V Q W 3 d; J � I a0 Z Cn CO 0- 2 LC) 0 ti _ drawing ELEVATIONS sheet A-2 FRONT ELEVATION of 1 GONG. OR MASONRY ALUMINUM FRAME, FASTEN Ix2 MIN. P.T. BUCK SET IN STUGGO FINISH CONC. GOLILi N DOOR THRESHOLD SET TO STRLIGTURE TNI2U BUCK "FALANT AND NAILED W/ PERIMETER SEALANT DO THER 51 RIPPIN6 BY PRE-EN6 TRUSSES 2xb P.T. BUCK SET IN IN BED OF CAULK 4 ALUMINUM FRAME W/ 3/16' TAPGON SCREWS I-I/2" CASE HARDENED G01 NAILS AT 12' O/C. MAX. COW,. OR MASONRY p00R FRAME FASTEN DOOR MANE —7 SEALANTFASTEN FASTENED TO SILL PV SECURE FRAME TO 51LL a 12' O/c. MIN. I-1/4" EMBED TO BUCK W(2) 5/I6"x 6ARA6E Dc.>7R e8 x I I/2" SCREWS a 18" O/C WITH SILICONE /�' xb P.T. BUCK SET IN SEALANT AND NAILED 2-1/2" TAPGON 6ALV. STL. VERT. TRACK TAPCON5 3" FROM E.E. -, (� AND b" O/G MAX. PERIMETER SEALANT CAULKIN6 PERIMETER SEALANT L o -i C. —� 40- I/2 G HARDENED WI_ „ Arm HARD 5GREW5 a 2'-0° 0/G 81 MANE. FASTENED TO L00 o 0 0 000IL FLOOR COVERING 5TUCC0 FINISH GONG. OR MA50NRY _ CO00 NAILS AT 12" O/G. MAX. FLOOR COVERING TRACK BRACKETS W/ I/4"-2Ox1/2' CARRIAGE Lf .,._ .. - ..' . , o°O o' DOOR TRIM n 00 . . o 0o Q Ix2 MIN. P.T. BUCK SET IN DRYWALL BOARD v BOLTS 4 LOCK NUTS STUCCO CEILIN55 4 IT NOTE: DOOR FRAME FASTEN TO BUCK W/ o 0 0 ' o o :. o o,OO. Q, : Oa 0 0.O o SEALANT AND NAILED W/1-1/2' CASE HARDENED GAULKIN6 T`—ALUMINUM FRAME, FASTEN DRYWALL BOARD 0 .o m 6ALV. 5TL. TRACK BRACKETS FASTENED TO WOOD JAMB W/ EXT GL6 4 SOFFIT TO BE STUCCO OVER HI RIB WIRELATH W/II g0. 2° T .' o .0 O 5/g" (2) #b 6ALV. x 2" o COIL NAILS AT 12" 0/G. TO STRUCTURE THRU BUCK CAULKING po o. 3/16NI-1/4" LA6 SCREWS NAILS W/ DIA. HEAD a b' O.G. OVER SGREW5 a 2'-0" O/C CONC. FLOOR SLAB ` PRECAST OR POURED SILL W/ I #5 BAR MAX, W/ 3/Ib' TAPGON SCREWS 12' MIN. 1-1/4" EMBED DOORFASTEN AM 2xb P.T. ATTACHED TO %" METAL RIB LATH a b" O.G. W/2 LAYERS OF 154 FELT OVER EACH DOOR TRIM DRYWALL a 0/G. BUCK 6ROUT BED COLUMN W/ 1/2' AB. a 2'-0' —PERIMETER SEALANT 51UGG0 FINISH PERIMETER SEALANT STUCCO FIN15H PERIMETER SEALANT CAULKING (METER SEALANT 5TUGG0 FINISH (2) 3/16 x2-I/2" TAPGON SCREWS a 21-O" o/C CONCRETE SLAB MFRS ATTACAM8IT hETHOD 0/G 4 5 1/2" MIN EMBED. SHALL PREVAIL WEN IFROMCTTTED IN COMPLETEROMWA FRAMING MEMBER. HEAD/JAMB DETAIL (DOOR) SILL DETAIL (DOOR) SILL DETAIL (WINDOW) JAMB DETAIL (WINDOW) HEAD DETAIL WINDOW JAMB/HEAD DETAIL S.G.D. ( ) SILL DETAIL (S.G.D.) �'K(bo S)) (WINDOW) JAMB DETAIL (GARAGE DOOR) EXT. PORCH CLG DET. #1 WINDOW ATTAGHEE ACCORDING TO FRG Rbl5b.2 WINDOW ATTACHED AGGORDIN6 TO FRG R613.b2 WINDOW ATTACHED AGGORDIN6 TO FRG RbO.6.2 I. FLASHINS, TO WWORM TO FBC R 05.8J AND 5ELP-ADHEARJD MEN A E RAWN6 SHALL COMPLY WITH AN A 111. 2. ALL WMROR NNDOW AND DOOR 1ASHIN6 SHALL EXTEND TO THE SERFAGE OF ExTERIOR WALL FINISI OR TO THE WATER RE TWE BARRIER FOR SIJSSEaENr DRAINA6E AHD SHALL BE INSTALLED IN ACf.ORDANCE NTN ONE OR WORE OF THE POLLONNr+ A THE FENESTRATION MAN.PAG UtERS MTTEN R.ASHIN& INS7Rz'n0N5. 0. THE RA:HIN6 ~ACTIJIWS YRITTEN P5TALLATION INSTwrnoNs. C. IN ACCORDANCE NTH FMA / NAHA 100. RM / AAMA 200, OR RM. / N7MA 250. D. IN ACCORDANCE NTH THE rL kSHINS, MEnWD OF A RWISTOW DESIGN PROFE5 40NAL E. IN AGCORDAL'E NTH PHA / I00-12 FOR WOOD. F. IN ACCORDANCE NTH RM / 200-12 FOR MA50WY EXIMOR CMU WALL -,. .. rt SEGLIEICE O • 1TV,'•• '1)DUCT rAM—LATI, •- �-�•• e° • MOW-, in��1 BRACKET DETAIL Aa SCALE: 5/4" = 1'-O' NOTE: ALL WALL AND GEILIN6 FINISHES SHALL HAVE A FLAME SPREAD GLASSIFIGATION OF NOT GREATER THEN 200 A5 PER FBC R 20116TH EDITION NOTE: INSULATION MATERIALS, INCLUDIN6 FAGIN65, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-GEILIN6 ASSEMBLIES, ROOF-GEILIN6 ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 200 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH A5TM E 84. NOTE: EXPOSED ATTIC INSULA1ION. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLoOR5 SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.1' WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC, INSULATION MATERIALS EXPOSED ON THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC, WALLS SHALL COMPLY WITH SECTION K516 NOTE: R702.5.I MATERIALS. Al I GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL C INFORM TO A5TM G 56, G 19, G 415, C 514, C 630, C cm, C qo0, G 1002, C 1041, C 1117, C 1118, C 1278, G 1395 OR G 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVI510N5 OF THIS SECTION. ADHESIVES FOR THE It1',TALLATION OF 6YPSUM BOARD SHALL CONFORM TO AS IM G 551. NOTE: RT02.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH AN51 A108.1, A108.4, A1083, A108b, A108.11, A118.1, AI183, AI36.1 AND A131.1. R10242 CEMENT, FIM-0EMENT AND 6LA55 MAT GYP" BACKERS. CEMENT, FIBER -CEMENT OR GLA% MAT 6YP5UM BACKERS IN COMPLIANCE WITH ASTM G 1288, G 1525 OR G 1116 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. USE FIBER CEMENT ttPICAL WHERE FIBERGLASS PREFAB UNITS ARE NOT INSTALLED. -- -- -- -- -- -- E1:01 FIBER6LA55 5HIN&LE ROOFING 2 LAYERS 504 FELT UNDERLAYMENT OVER 19l32" EXT 6RADE COX PLYWD. (SEE DIAPHRAGM 5GHEDULE FOR NAILING PATTERN PRE-EN6. WOOD ROOF TR11555 •24' O/G TYPICAL W/APPROVED 6ALV.TRU55 ANCHORS EA. END SEE ELEV. 6ALV. MTL. DRIP ON IX2 P.T. (ONT. R5 2X8 CEDAR FASCIA r 5TUC60 OVER HI RIB P.B. 6ALV MTL LATHE 5EGIRRE0 TO TRUSSES 2" SCREENED GONTIN VENTIN6 WERE NEEDED FAUX FOAM BRACKET W/SMOOTH STUCCO FIN15H RA15M 5MOOTH 3� STUCCO BAND SW 5TUCCO FINISH_ OVER 6" GONG. BLOCK I A' BLOCK REGE55 b ICYNENE SPRAY FOAM INSULATION VERIFY W/ENER6Y CAL05 �L5A6 RESISTANT GL6 5R BRD. APPLIED TO UNDER51M OF TRU55'S FIRE STOP CONT. MA50NRY BOND BEAM SEE STRUCTURAL 01i5515GHEDULE5 CONT. METAL POUR STOP F 1/2" DRYWALL IX2 P.T. FURRING a 24" 0/6 W/ INSUL.. SEE ENER6Y GALL. - TYPICAL APPLIED P,1000 BASE FIN. FLOOR TO BE 16' MIN. A50VE CROM OF ROAD MIN. MONO. COW,. FOOTIN& SEE FOUNDATION PLAN FOR NOTES 4 DqTAILS A A TYPICAL WALL SECTION A-3 SCALE 3/4" = 1;7" REAR ELEVATION FIBER6LA55 514INOLE ROOFIN6 10'-0' T.O.B.B. GLH. HT. RA15ED SMOOTH STUCCO BAND 4" WIDE RA15ED SMOOTH STUCCO BAND TYP. revisions no. designed PAR drawn PAR checked K6 date SA411D scale 1/4' = 1'-0" (U.N.0) job no. 11-004 . HAM QUANTUM ENGINEERING ASSOCIATES INC. SlracmralEngineering & Carl Segregation 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 W W W.O EASACIATES COM I� 6 ` Shawn M. Stambaugh, PE FL UC. 81850 - CA 26210 Q O V) U) W � LL1 Z O W OUJ v fn w U J L.L < _ U) m rn ^ CL _O <0 O �M M — (O L CT 00 r V LO Q Ci CU (3) c.0 `rl W c- G . fr J r O Q O Z W O C CD Lo a- ti J drawing ELEVATION & SECTIONS sheet A-3 of revisions no. dal -4,r,... 0 TO SIT&IOR .....,,.( i;: --------- ! / \ I I i off" € I ® SkUDY I I I TM �r II W4D015T NO= SINK 0/SUMMER ,�,� / KITCHEN I I GL6 DUP. I I I � I I LANE I I j �I I I A/O 01 711 SLD15G OWI-��ii_ - ]J9 I�G Ta 1�9 _ o O 1,G ��— VC6. SINK 42' 0001. P DBL % DM WD 91 tw ly 1 \ KITCHEN ❑— r _ -�—' - 2 El —(GPI I L �' �. do - — — — — — — — — — — ^ `ox OUP PLR OPP LacAn�n a+ GREAT n,l — i p4-R90M ef% I `1 >"< I ` PINAL LOGATION BY 6L. 0150 tPl_ Wmx A I L----------� i- I• kyl POOL PANEL G BFGT PANIL B / I MZ T PANEL A I I I I / ICI �//1 C .....I ...a........... G E ®eU r— f -- =1i r----------i HB ........... yTO SAW UTO COVERED I ' PORCH ] ?Gfi MP TO FLOODS I �y 7 —\`1� — � .60 — I Ir yy I.0 IL/ a � -� 7 ® I IE<I I ,MASTER --- MASTER' I SUITE I L------------- I I_ i❑ I ` m ------ -I-- ----- —J L— — t�L 1 .............. 5WTcas ELECTRICAL NOTES: A. FEAT STRIP LOAD 60YERN5 OVER C.ONDE ISCR UVIT LOAD. B. 6ENERAL L16HTIW CALCULATED O 3,97 (50.1=T) x 3 (WAT75/S0J-7J = "I / 20 (6ENLT6.CIR) = 49455 (XAT75/EA) C. CONDUIT 512F. 0.5EE 5U8-PANEL CALCULATIONS. R BRANCH CIRCUITS RUN IN ROI-eK TOTAL LOAD CALCS. PALL. 'A' 123.41 AMPS PANEL 'S' 109.16 AMPS TOTAL CONNECTED LOAD 2.5257 AMP5 (2) SETS OF 0) •1 AWG. TFM IN 2' CONDUIT WSET OF (3) */ AN$. THM IN 1-1/4' CONDUIT METER PANEL PANEL .B4O 0150 0150 PANELPOOL2 LA] 150A 2 150A ISO A P ISOA 150A 60 A (3) #6 AWG. THPN IN Is CONDUIT 046 OR (1)K2 CU. 6ND. WIRE TO COLD XATER PIPE AND 13/6' 6OX 10' CU SUPIW4ENTAL 6RaW ROO AND TO ONE REIAFORCEIW BAR IN THE FOUNDATION 20'-O' LONG MIN. ELECTRICAL RISER DIAGRAM ELECTRICAL SYMBOLS ® DUPLEX RECEPTACLE AT 12' A.F.F.T $ SWITCH 51NSLE POLE Q TELEVISION JACK PREHIRED sn SMOKE DETECTOR g F.P.$L. METER A DISC. IB DAT UPLE RECEPTACLE f3 THREE WAY It V. RECEPTACLE �2' A.F.F. IY STCH DISCONNECT ® PB REAKERANEL PII DUPLEX RECEPTACLE f SWITCH ( HVAC PADDLE FAN EXHAUST c AT 6' ABV. COUNTER 4 FOUR WAY THERMOSTAT IN OR NO/ L16HT FAN DUPLEX RECEPTACLE % SWITCH O INTERCOM (MASTER) z FLOUiEWENT F L EXHAUST ® GFI FLUSH IN FLOOR DUPLEX RECEPTACLE 6 tom FAULT R n RHI05TAT SWITCH DIMMER I M ® AT 60" A.FF. TELEPHONE OUTLET AT 12' A.F,F. LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE CL6. MNTED. FAN LV DOOR RELEASE Q I DUPLEX TCC M 5NTAae TOP RECVOLUME K SWKEYEDD FLUSH FLrH �IIN FLOOR FIXTURE WALL. MNTED. QY I CONTROL wP DUPLEX RECEPTACLE WATERPROOF SECURITY KEYPAD ® SPEAKER IN 01-6. ® HI HAT CIS. MOUNTED QUADRUPLEX RECEPTACLE 1' RUC DUPLEX RECEPTACLE WM COUNTER JUNCTION BOX � SECURITY L16HT5 ® HI HAT VAPOR PROOF ® LOW VOLTAGE TRANSFORhE5t c GFI GFI DUPLEX RECEP. AT 6' ABV. COUNTER I DOOR CHIME C RECESSED EYEBALL FLUORESCENT FB CEILING MTD. FAN BOX O INTERCOM (SLAVE) STATION Q I DOOR PUSHBUTTON ?GFi jI�FI WEATF CREZOOF GFIRECEhTACLE STRIP FIXTURE ® II 220 VOLT OUTLET designed PAR drawn PAR checked KG date 5/106 scale 1/4' = 1'-0" (UNA) job no. 11-004 . HAM QUA QUANTUM ENGINEERING ASSOCIATES INC. &wcf alEnglneenng&Cal &egregatlan 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33416 Shawn M. Stambaugh, PE FL UC. 61850 - CA 26210 UJ Ir 2 O _O 00 O O U ga M M w a N O O U = Ln C/ d 0'C) °)CDU' Q W CL). = d zj Q z = � c TO � N as 1 6Li 0-ti :J drawing ELECTRICAL PLAN sheet E-1 of I�cf; -o-n o revisions no. dc, REV MI 6/2C BL.D6 GMTS FOOTING SCHEDULE DETAIL MARK SIZE (MV) REINFORGIN6 DESCRIPTION NO. XO $5 CONT. - 1 TOP E 2 BTM. EXTERIOR MONOLITHIC F-I IBkIB'kCONT. W/ SIW%Z LAYER OF MESH ONE STORY I W/3 +5 CONT. - I TOP 12 BTM. EXTERIOR MONOLITHIC F-2 Ib'xlb'kCONT. W SINGLE LAYER OF MESH AT SHOWER RCCE55 3 PO 65 CONT. INTERIOR MONOLITHIC F-3 16"xl6itCONT. 1 TOP 412 BTM. ONE 57ORY 27,31 PAD AT EXTERIOR F-4 2'-6' x 24' x 12' W3 05 E K STM. MONOLITHIC 19 PAD AT EXTERIOR F-5 -0-2 x 5' On x 12" NU +5 0 12" O.G. EX BTM MONOLITHIC 19 ISOLATED F-6 3'-0' x 4'-Om x 12' W#5 O 12" D.G. EX BTM. PAD 7 PAD AT INTERIOR 5 MEL1. F-7 4'-6' x 4'-6' x 16m N13 45 E.W. BTM. COLUMN b ISOLATED F-8 3'-0" x 3'-0' x 12" W/4 #5 EX BTM. PAD 7 ISOLATED F 4 34' x 3'-6' x 12' W/4 V EX BTM. PAD 7 PAD AT EXTERIOR F-10 3'-0" x 3'-0" x 12' W/4 #5 EA B7M MONOLITHIC 19 W/4 $5 CONT. 1 TOP ! 3 BTM. FOR MONOLITHIC F-11 24"xIb'xCONT. 6 #4 TRANSVERSE BARS O Ib' O.G. ONE STORY I THICKENED EDGE TE-1 10" x DROP x CONT. W #5 COW.. AT DROP 34 THIGKHED EDGE TE Z b x b x CONT. WW5 COW AT E0.5E MATGHIN6 DONE15 FOR 2" COLUMNS 46 BAR VIA. THAN55 pL, ALL TH{gpt BASE PL: ALL MIN NUSTD. HOOKS AROUND DAS I STEEL. COLOIN WELDED WIRE MESH, SEE READ. FILL L W/6ROU7' I I i PAD R50E SEE I I ANCHOR BOLTS TOP BENT BARS AS FOOTING 5GH7IKE I I $ BASE PLATE REQ V, SEE 5GHED 1576E BARS ALWAYS ScifnE I e� FFSEE TRANSVERSE REAR REMAIN SPACE WELDED HERE OGGIARS EWIR LY11NGRE MESH �1 I' SGHM I ,A FOOTING REAR EQ. EO. SE FOOTINS WNW. SGHED. OMIT CENTER BAR SEE SCHEDULE 49N ONLY (2) REQD. O 8 INT, PAD AT STEEL COL. EXT. CONT. MONOLITHIC (I) p3 b" MATCHING DONELS FOR b" MATGHIN6 DONELS FOR CANT. AT'� COLUMNS 48 BAR DIA. COLLW 48 BAR DIA. MID. OF MIN. W/STD. HOOKS MIN. W15TD. HOOKS VELDED WRE MESH, j CURB . SEE SCHEDULE VEl DED WIRE I a MESH (SEE I SEE I�N6 5GllED. TOP BEET BARS A5 .1 SGHEDUI E) garE BARS ALWAY5REMAIN S READ, SEE SGHED SPACE TRANSVERSE REBAR I t OTHERS BZALLY. hHERE OCCURS 5GM31. - - +- - SEE OTHER FDOTIN6 REAR EO, EG• DETAILS FOR SEEFOOTINS SGHED. SGHED. 51 E LE FOOTING OMIT CENTER BAR WHEN ONLY (2) REQD. O EXT. CONT. MONOLITHIC 19 EXT. MONOLITHIC AT PAD ut -• -•- J I MA50H9tY LOLIThM 4 .a N MATCHINS DONELS � •- - - 46 BAR DIA. MIN GRADE W15TD. HOOKS /45 GONT iv 3" MIN. COVER 10" ..' 34 THICKENED EDGE #1 PAD REAR j • EQ. EQ. ``EE FOOTING SCHEDULE - 137EE BARS ALMYS MESHSEE D. REMAIN SPACE OTHERS 311 mix GLR b" EQUALLY 35 THICKENED EDGE #2 O ISOLATED PAD INT BEARING WALL INT. BEARING WALL SEE FRAMING PLAN SEE FRAMING PLAN TRANSVERSE REAR ONLY AS READ. (I) 65 CONT. TRANSVERSE REAR ONLY AS READ. 5M P0077W SChW. -elm FOOTINS SCHEP [F MELDED WIRE MESH - ; " - _ MELDED WIRE MT 6 4_ _ Ca REAR CANT. REBAR SEE EQ. EQ. SE Fl1OTIN6 SGYED. EQ. EQ. FOOTINS SGHIED. OW OMIT CENTER BAR ENTER BAR WHEN 5GHEDULE ONLY (2) REQD 27 SCHEDULE ONLY (2) REM. 31 INT. CONT. MONOLITHIC INT. CONT. MONOLITHIC 4 . ILI MESH9 145 COW.. 1-03 b„ MESH 3' MIN COVER 10" 3' MIN. GLR 34 THICKENED EDGE #1 35 THICKENED EDGE #2 r r\ r L---TEA Fb J COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION 1W GONG. BILK. W/1 WLLY GROUTED CELL W I-03 VERT. EA. CELL C-I BLOCK a 61-04 0/6 MAX OR AS LOCATED ON PLANS ex/6 C-2 BLOCK GONG. BLOCK W/2 PULLY 6ROUTED CELLS WW-05 VERT. EA CELL 45" IRRE6I BAR RINKER T490 OR EQUAL G-3 BLOCK Full GROUTED WA-#5 VERT. EA CELL, IRREGULAR RINKER TW94 OR EQUAL C-4 BLOCK nUY 6ROUIE9 WAHV VERT. EA. CELL. bx12 RINKER T324 OR EQUAL BLOCK GONG.'O" ELK. FULLY GROUTED W/245 VERT. 3-1/256-1/2WW PROVIDE STEEL GAP PLATE AND SADDLE AS NOTED ON DETAILS LG-5 G 6 TIDE STEEL BASE PLATE 9" `!xS10" W4) 5/6' DIA. NEDOE A C+M5 NU4' MIN. 4xb G-7 BLOCK GONG BLOCK FULLY GROUTED W/ON4 VERT. 4, I W CON, 4' TWC CON, PAD �-------- FI-----------Q T I L�0 I- I I I I I I I I Iv I �r=� +,1 gL4• I I I I 11 X L—=—J 4 2' SLOPE 1 FI I �n l�l do' f4K FLOOR SLAB F5 FLOOR SLAB TO BE 4' TArK F0JW WIC-IMIE SLOB WITH 6' X 6' X HANA WY14. OR 199M ES ON 6 MIL VP M (OR GURU ON CLEAN MI WWAGTED PILL KKK SFWL BE LOCATED IN M MIDDLE TO wmN HALF OF TIE .,LAB OET'IH AND maT EE OFFORTED 4 AT 6'4' O/G EAW MY WTH A99WVED IMTENIALS. NO MUM 11 2 IS LEW, K". NI IWSW4!P ONLY EI 140OTIN68 A6 5PFOIFM) M THE FOOTMB WEDILE I I t I � Na1E� WEATHHiIN6 Al+FA Pot TABIF wlsN I YEAhHlINPn rafeLNllelt I TErwrrE� wBtY IeAver I FI a I 2'-II1 I K,4 HIM WW FOOTM, 4' WIDER TO y,'Y� — �— EDGE OF 4' MASONRY WALL AT THS rypII ------------------- — B-7 �— -- -- -- ----- O � � I I FI III lu I o 11t 11 / \�U I I I FI i / -_ — — — — — — — — — — — — — — — — — — — a---- L FI O I I I I I I FI I I I I I I FI I 8 --- A A I r—1 � I c F6 8 8 designed PAR drawn PAR checked re date S/14/Ib scale 1/4' In 1'-0" AND) job no. 11-004 . HAM QUA QUANTUM ENGINEERING ASSOCIATES INC. Sk?Vanral Bngfneering & Cm1Seg egaNan 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 3341E Shawn M. Stambaugh, PE FL LIC. 61850 - CA 26210 C) O U_ W L Z Ov Linn] i U � G Q J L U L rn � C.0 J 0 CB M T LU Ca L ; �/� p LL t v J Cd /^� V J 2 N tp Q LU CO C C J � QO Z CO CND EL 2 Lfi (L ti drawing FOUNDATION PLAN sheet S-1 of FOOTING SCHEDULE DETAIL MARK SIZE (WxD) WWORCINS DESCRIPTION NO. W3 +5 GONT. - I TOP t1 2 BTM. EXTERIOR MONOLITHIC F-I 16'xIb xCONT. W SINSLE LAYER OF MESH ONE STORY EXTERIOR MONOLITHIC I W3 +5 CONT. - I TOP E 2 BTM. F-2 I6xI6xCONT. W SIWAZ LAYER OF MESH AT SHOVER RECESS INTERIOR MONOLITHIC 3 W3 +5 CONT. F-3 I6 ww'ONT. 1 TOP 4 2 BTM. ONE STORY PADAT ERIOR 27,31 F-4 2'-6' x 2'-6' x 12' NU3 .5 EW STM. MONOLITHIC 19 PMONOLITHIIAO ERI � F-5 -0 3'-O' x 5'' x 12' W #5 O 12" O.G. EX BTM. C 19 ISOLATED r~6 3'-O' x 4'-0' x 12" W •5 0 12' O.G. E.W. BTM. PAD PADS INTERIOR STEEL 7 F-7 4'- i' x 4' 6' x 16' W5 M5 Ex STM COL 1-101ATED 6 F-6 3'-0' x 3'-O" x 12" W4 05 EA BTM. PAD 7 SOLAPAD TED F-4 3='-8 6" x 3' x 12' W4 0 EAl BTM. 7 PAD AT EXTERIOR F 10 5'-0' x 3'-O' x 12' W4 #5 EYL MM MONOLITHIC EXTERIOR MONOLITHIC 19 W4 #5 CONT. I TOP It 3 STM. P-11 24'x16'xGONT. t 04 TRANSVERSE BARS o 00 O.G. OME STORY I THIGK&W EDGE TE-1 1O' x DROP x CONT. ?0#5 CONT. AT DROP THICKENED WISE TE-2 6 x 6 x CONT. WIMS CONT. AT ED6E 2,11 MATCHIM4 gITFJSFOR RECESS LARGERCOLUMNS 46BAR DIA MIN. WSTD. HOOKS THANBPS�E PL. ALL STEEL COW*NEDED WIRE ME5H,SEE SCHEDULE VG AROUND,PTH DEAS READ. FILL W/6ROI1T PAD REBAR SEE I I ANCHOR B01T5 TOP BENT BARS AS FOOTING Scteou.E t BASE PLATE REQ'D, SEE 5GHED EDGE BARS ALWAYS SEE SC 93MLE TRANSVERSE REBAR REMAIN SPACE j 1 j WELDED iv I NWERE OGCM O EQUALLY I WIRE MESH fV� ZF40v EBAR EQEa G SCHED. R BAR SEE 5 HEDULE (2) REQD. O EXT. CONT. MONOLITHIC INT. PAD AT STEEL COL. (U s15 6" MIATC44IN6 DOWELS FOR 6" MATCHING L70hELS FOR 46 BAR DIA COW AT — MIN. HOOKS MIN "TO. COLLP9.5 46 BAR DIA MID. OF WELD® WIRE MESH, HI MIN "TV. HOOKS CURB SEE SCHEDULE I VEL.DW WIRE - PAD RIMAR SEE FOOTYMLS 5GHED. 0077N I j µµ{{ TOP BENT BARS AS LE) EDOE BARS ALWAYS 7i REQ'D, SEE SGHED REMAIN SPACE TRANSVERSE REBAR j } OTHERS EQUALLY. 1M,HiE GL'C.I.RS � (Y ? d 1 FOOT/No REBAR SEE OTHER DETAILS FOR 50HED. `-� FOOTIM� SCMED. OMIT CENTER BAR SEE 5G ULE� TIN' WHEN ONLY (2) REQD. O 19 EXT. CONT. MONOLITHIC EXT. MONOLITHIC AT PAD . J• n-•' i t J Mi50NeY COLIB•M a N MATCHINS MESH - Y .' 40 R OIAA.. MMIN. DIA 145 CONT. GRADE N65T0. HOOKS I Y ry 3' MIN COVER 1011 34 THICKENED EDGE #1 ,III. i PAD REBAR EQ. EQ. SEEFOOTIN6 SGHaxa EDGE BARS ALWAYS MESH SEE SGHED. REMAIN SPACE OTHERS 3'1MIN GLR 6, EQUALLY 35 THICKENED EDGE #2 O ISOLATED PAD INT BEARIW WALL rNT. BEARING WALL SEE FRAMIN5 PLAN SEE PRAMIN6 PLAN 1RANSVER55 REBAR (U 45 COW TRANSVERSE REBAR ONLY AS READ. ONLY AS READ. SEE P0077W SCHED. SEE FOOTING SChM IF NELDEDWIREMff _ _. a.-._._._ _ WELDED WIRE %° b .• 7k dCOMr. REBAR CONT. REBAR 5EE EQ. EQ. FOOTING •SCHEI2. EO. EQ. FOOTING 5GHED. OMI OMIT CENTER BAR IENTER BAR WHEN SCHEDULE ONLY 0 REQD SCHEDULE ONLY (2) REQD. 27 INT. CONT. MONOLITHIC 31 INT. CONT. MONOLITHIC 4 a• � -,I "re- A I. ME5H 145 CONT 145 CO MESH 3' MIN COVER 10" 3" MIN GLR 6 34 THICKENED EDGE #1 35 THICKENED EDGE #2 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION bxb COW SILK, WI FULLY ORanm CELL m-#5 PERT. EA CELL C-1 BLOCK a 6'-0* &16 C-2 BLOCK GONG. BLOCK W2 FULLY 6R 1fV CELLS WA-15 VERT. EA CELL 45" IRRSSU-AR RINKER T"O OR EQUAL C-3 BLOCK RLLY GROUTED Wp-05 VERT. EA. CELL. IRRE5 -AR RINKER T944 OR EQUAL C-4 BLOCK FULLY GROUTED W245 VERT. EA. CELL. 6x12 RINKER 7329 OR EQUAL C-5 BLOCK GONG. O' BLK FULLY GROUTED W/2-e VERT. 3-1/2'x3-1/2xV4' PROVIDE STEEL GAP PLATE AMA SADDLE A5 NOTED ON DETAILS G b TIRE 5TEEL BASE PLATE 9x9'x5/6"WK4) 5/6" DIA NEDSE ANCHORS W4' MIN. 4x6 C-7 BLOCK CON, BLOCK FULLY GROUTED WIIA4 VERT. i Z T 10 --r I FI O I r t-'- -I F6 t�J \ 4' TiC GONG PAP F4 - I - - - - - - - - - - - - - - - - - - + r FI Q I O I I I L---J I�I r/ 0 I FI CC ��\ > a-0• PIK RGOR St AB v \ FI ^ F5 FLOOR SLAB M BE 4' TFXCK POI.IIED CONCRETE SLAB W1H b' X b' X WI.4MVI.4 WWM. CTR FFI ON b MIL VIStlkEN (OR EliAAU ON CLEAN W51 COWAGT® FILL KKK W" BE LOCATED IN THE MIDDLE TO WPM HALF OF THE SLAB DEPTH AND MST BE W FORIED Q AT V O/f. EACH WAY WTH APPROVED MATERV,LS. *EN FNIM EN 2 I R® ONLY IN FOOTINBB AS M'M FIED IN THE : In sus In' r In• o-2' e'L I NM EXTEND FOOTM 4' MIDB2 TO E06E OF 4' MABORRY WALL AT THIS CFj ME -w------------- -F1----------------- I I I I I I I I I I I I I I FI n Tv it I FI I I I I I I I I I I I qw' I I I I I I FI I - - - - - - - - - - - ------------- - ---� FI i G2 G2 G2 _G2 5112SI Z7-'="M-JJ" IIIIII `■'�° L L-=-J I I 4 r FI- J I _ Y FI Flo — FI — J I i � I �I /00 ------------------- a 1 /7(w ---- --O -- --p -- i I // FI � / I FI I I FI I ------------------ -I- I ry ^ I FI /� - - - - - - - - - - - - - - - - - - -- - - - - - L / L -JA �I A-3 I LJ G M. revisions no. dat designed PAR drawn PAR checked KG date 5/14A& scale 1/4' = 1'-0" (ULNA) fob no. 11-004 . HAM QUA QUANTUM ENGINEERING ASSOCIATES INC. Sh]/CM/aft,,.e g & C.,Segr g.,. 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 Shawn M. Stambaugh, PE FL UC. 61850 - CA 26210 O W � LU O O W cw C W_ U � a 2 U) m a' _o 000 O N cr) M w -� o QC / A\ a) Q w /Cy/V�0 UV J � � Z C/) (q C CID O Lr) N 0 U') a- ti J drawing FOUNDATION PLAN sheet c J of MASONRY PROVIDE PREFAB. 1"- JOINT REINFORCING AT ALL CORNERS PLAN VIEW PO CONCRETE COLUMN MASONRY MA50NRY� r--% I�--, EN! �uu� r • • • - • PROVIDE PREFAB. I JOINT REINFORCIN6 AT . ALL T INTERSECTIONS PLAN VIEW TYPICAL MASONRY JOINT REINF. DETAILS 4 6A. HORIZ. JOINT REINF at 16" 0/1 TYP. PLAN VIEW 1/4 1/4 1/4 1/4 1/2 Sl S1 S2 S2 S3 (END) _ TOP TOP B T BA STM. BAR 6"MIN. SEE E' BAR NO 10 ON COVER BE NOTES BTM. BAR E' BAR HOOP" OR 5TIRRUPS 5PACE12 FROM SUPPORT HOOPS OR STIRRUPS FACE AS SCHEDULED 5PAGED FROM SUPPORT FACE A5 5GHEDULED BENDING DIAGRAM (FOR CAST IN PLACE CONCRETE BEAMS) SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST 4 PRE�9TRE55ED U-LIN7EL5 B" PRECAST 4 PRESTRESSED U-LINTELS SAFE UPLIFT 4AW-4~11• SAFE LOAD - POUNDS PER LINEAR FOOT 11PE LENGTH BU8 BFB-OB 912-M 8F16-0B BFZp-OB BPL4-00 SM-00 %M-08 BFB-iB BF12-1B BF16-1B BF20-18 8F24-18 8Ft9-,B BF32-IB 2'-10'(34� PRECAST 2231 3069 46M 6113 7547 8874 t0384 11809 3069 46M 5113 7547 8074 10304 1IWO X-6` (42' PRECAST 2231 3069 3719 5193 W07 8054 9502 10951 3069 4605 5113 7547 8974 ,0w4 11809 4'-0- (48' PRECAST 1966 2561 2751 38M 4800 SB61 7034 8107 2693 46)5 6113 7547 8074 1D304 „BOB 4'-6' (54' PRECAST 1599 1969 2110 2931 3753 4575 5400 6224 2189 1 4375 6113 7547 WTI 10204 11809 5'-4" (64' PRECAST 1217 1349 1438 1999 25M 3123 3696 4249 1663 3090 5765 7%7 36 734 18 87 19 1012 19 5'-10'(70' PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4380 71 45 19 71 18) 8328 20 6'-6" (78' PRECAST 908 1238 2177 3480 3031 3707 4383 5X1 12M 21772832 3480 5361 8380 1 ,4 7'-6" (901 PRECAST 743 1011 1729 YIDS 2B9e 3191 3885 1011 1729 2661 308 5681 8497 44 6472 15 9'-4` (112� PRECAST 554 6"1160 1625 2564 34B6 2818 awl 752 1245 1843 2584 3486 4705 6390 4 10'-6-(126' PRECAST 475 5 890 1247 2093 27n 2183 2538 643 1052 1 15M 2093 2781 3043 38 4754 45 1 V-4" (1361 PRECAST 362 SIM 945 1366 1846 1 2423 1 3127 4006 582 945 1366 1646 2423 3127 4006 12'-0-(1441 PRECAST 337540 673 1254 HIM2,93 2805 3532 540 an1254 1864 2193 2805 3552 13'-4'(1601 PRECAST 296 471 755 f675 tale 1B3B 2316 2993 471 755 1075 1428 1838 2315 2883 14'-0'(168' PRECAST 279 424 706 1002 1326 1697 2127 MO 442 706 1002 1326 iN7 2127 28w 14'-B'(1761 PRESTRESSED N.R. NR NR NB NR NR NR N9 458 783 1370 1902 2245 2517 2712 15'-4"(1841 PRESTRESSED N.R. W NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4' (2081 PRESTRESSED N.R. WR NR Nt IIR NR NR NR 30D 548 950 132E 16D9 180 2)47 19'-4'(2321 PRESTRESSED N.R. NR NR NR 1417 WNR BA6 NR NR NR 235 420 750 12112 1515 1718 21'-e(2561 PRESTRESSED N.R. 1M NR Ht NR NR 180 1 340 598 1114 1359 1468 22'-O'(264' PRESTRESSED N,R.IR 1N NR !! NR NR NR 185 315 S50 7P4 1047 1285 13B9 24'-0-(2881 PRESTRESSED N.R. 129 250 1 450 1 Oi.4 1 884 1082 1222 (/) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. CC4"' a SAFE LOAD PLF TYPE LENGTH2'-10"(341 BOB BF8 POW PRECAST 1293 1642 2135 X-6- (421 PRECAST 1025 1024 1830 4'-0- (48' PRECAST 765 763 1365 (54' PRECAST 592 591 1057 T-4" (641 PRECAST 411 411 734 V-10-(701 PRECAST 340 339 607 W-6" (781 PRECAST 507 721 483 7'-6` (901 PRECAST 424 534 357 9'-4- (1121 PRECAST 326 512 227 10'-V(1261 PRECAST 284 401 178 11'-4`(1361 PRECAST 260 452 152 12'-0-(1441 PRECAST 244 402 135 IS-4"(1601 PRECAST 217 324 109 14'-0-(1681 PRECAST 205 293 98 14'-8"(1761 PRESTRESSED N.R. 284 89 15'-4`(1B4l PRESTRESSED N.R. 259 82 17'-4-(208' PRESTRESSED N.R. 194 63 19'-4`(2321 PRESTRESSED N.R. 148 51 21'-4(256' PRESTRESSED N.R. 125 42 22'-0-(2641 PREMESSED N.R. 1 116 39 24--0" (288' PRESTRESSED N.R. 91 1 33 BTM. BAR } + 8'xlb' BOND 1 0 1 BEAM (PER SCHEDULE) 8"x&" PRECAST LINTEL. FILL COLUMNS AND LINTEL SOLID WGROUT '}:t&"W 1 1: FILLED CELLS HV1#5 VERT. (TYP) TYP. DET. LINTEL ON COLUMN 3/4" = VI NAIL SILL PLATE THROLKH TO CRO55 BLOCK W/2-16d NAILS AT EACH TR 65 FRAME KNEE WALL 2x4 STUDS a 24" 0/6 W I4132" EXT. SHEATHING TOE NAIL TRUSS TO GAP 4r32" ROOF PLYWOOD k0-I6d NAILS PRE -ENS. WOOD TRUSSES 5EE TYP, WALL 5EGTI4 ACTUAL HEFT. AND OVERMANS CONDITIONS `� TRUSS CONNECTOR SCHEDULE I I 1 :_ter ii: :_•LI "_'y1 CONT. 2X4 P.T. !PIBBON WHILTI DNI-72b a b" O/C MAX NAIL SHEATHING PER DIAPHRAGM SCHEDULE I TYPICAL TR1,55 2x4 CROSS BLOCK a 24" 0/6 TYP. TOE NAIL EA. END WO) I6d NAILS 2 CONNECTION DETAIL ALLOWABLE LOAD 1060 AITR055 UPLIFT FOR 8" PRECAST 4 PRESTRESSED U-LINTEL5 SAFE LOAD - POUNDS PER UNEAR FOOT 2'-10'(34' PRECAST ,W2 3173 4480 6747 7034 021 9608 Y-6- (421 PRECAST 1509 2524 1 3547 4500 5591 Beta 783E 15M =4 1 3647 4569 %91 6613 7886 4'-0- (48' PRECAST 1363 2192 3079 3966 4853 5740 OW 1363 2192 3079 3966 4853 5740 111 4'-6' (54' PRECAST 1207 1940 2M4 3508 4292 5077 5MI 1237 1041 2724 35M 4292 50T7 5651 5'-4` (64� PRECAST 1016 1832 2290 2949 3007 4255 4924 1016 1632 2290 2NO 3W7 4265 4924 5'-10'(70"% PRECAST BOB 1402 2D93 28114 3296 3897 4408 M 1402 2093 2894 3295 307 4498 6'-6' (78' PRECAST &w 12 IMO 1890 _R419 2950 3188 4038 935 1340 1880 2419 2959 3498 4038 T-6' (90' PRECAST 727 23 1021 , 1z zi tt 2571 to to wo8 9 727 1165 104 2102 2571 3039 3508 9'-4' (112' PRECAST 591 ON 11 15 147 15 181115 21 18 2 15 591 851 13281705 2084 2463 2842 10'-6'(126') PRECAST 5w `� 91415 11 16 145815 1 15 15 530 on 1183 1526 ,895 2204 2544 11'-4"(136' PRECAST 474 48.5 79815 1 15 127215 M1 15 17 15 404 599 1028 1422 1738 2D31 2MO 12'-O'(1441 PRECAST 470 9 "1 723 14 938 14 1151 15 1 15 1 15 470 543 928 130 150 IW8 2247 13'-4" (160' PRECAST 418 15 373 608 14 783 14 982 14 1141 14 1321 14 428 4M TM 1145 14" 1718 1983 14'-0'(1687 PRECAST 304 15 346 55914 723 14 887 141 105414 121 14 410 420 709 105D 1434 8 1694 8 1954 (71 14'-8`(1761 PRESTRESS D 2' 519 13 671 (1-3 823 13 978 14 11 14 246 390 055 968 1324 8 1 11 187 11 15'-4'(1841 PRESTRESSI D 224 230 302 364 485 13 ON 626 1, 897 701 1224 8 909(13 1 14 1 131 1801041 17'-4'(2081 PRESTRESSED 167 192 255 303 404 12 500 520 12 IR 637 12 993 8 754 12 12 14 872 1 14 14 19'-4"(232' PRESTRESS D 162 166 222 281 347 11 424 4/6 11 M116 548 12 831 6 848 12 105 14 74802 t 14 21'-4'(256' PR D 142 198 306 11 19311 48D ,1 567 11 654 it 142 230 369 531 713 903 1 1 13 22'-0"(264") PRESTRESS D 137 137 192 221 295 10 354 Ire 11 _ ,N 48t 10 681 545 11 561 1 Win 99703 24'-O'(288� PR 124 175 267 70 161 10 416 10 491 10 596 10 124 200 316 450 600 756(12 111 ARE PERCENT REDUCTIONS REBAR. () THE NUMBERS IN PARINTHESIS FOR GR40 FIELD ADDED NAIL 51LL PLATE THROLISH TO CR055 BLOCK W/2-I6d NAILS AT EACH TR155 FRAME KNEE MALL 2x ETUDE; a III O/C W/ 14/32" EXT. SHEATHING TOE NAIL TRL65 TO GAP !^U3-Ibd NAILS PRE -ENO. kVOD TRUSSES SEE TYP. WALL SECTIONS ACTUAL HEEL AND OVERHANG CONDITIONS (1) U5P RTI6 SO. CLIP EA. TRUSS TO TOP PLATE W(8,) 8dxl-1/2" NAILS EA. MEMBER STRAP EA. 5TUD TO TOP 4 BOT. PLATE W/ LISP 'SPT4" U - STRAP W (3-IOd) NAIL5 EA. SIDE LISP LTH12 a EA. STUD THROUGH 5HEATHIN6 AND WRAP BLOCKING WITH (6) IOd NAILS TO EACH MEMBER TYPICAL TRV55 (2) 2x4 CROSS BLACK BELON WALL TYP. TOE NAIL EA. END W/(3) I6d NAILS s 2 CONNECTION DETAIL AIM" ROOF PLYWOOD W/ IOd NAILS a 4" o/G INTO 2x4 SP BLOCKING (FLATWISEI x CONT. ENO. AND APPROVED WOOD TRU55C5 SEE TYP. WALL SECTION FOR ACTUAL HrU AND OVERHAN6 CONDITIONS SEE TRU55 CONNECTOR SCHEDULE 5GLEGT CONNECTOR BASED ON BRAGIN& PLANS INSTALL PER. MAR. SPECIFICATIONS X-5"CE BE7NEEN EVERY TRUSS W2x4 5P 4 (2) I6d END NAILS, EA. END 2x4 P.T. BLOCKIN& (TIGHT TO EA. TRU55 5M W 0.145' N PA.F. 0" LIS. a4" D/C x CONT. (1) 1612 NAIL _ 51f PLAN -, • TO WALL GONG. TIE -BEAM OR MASONRY BOND BEAM SE E BEAM SCHEDULE 10 s 2 CONNECTION DETAIL 2-PLY MIN. 61RDER TRUSS III 51M115ON "F&TR" UPLIFT CONN. INSTALLATION MAY RED. ONE OR TWO AS PER TABLE BELOW. 1/2"DIA. x5" LONG TITER HD'S IN EVERY OTHER HOLE Ib MIN. DISTANCE TO EDGE MIN. OF WALL OR COL. SIDE REAR 51MP50N MODEL NO. OTY. FASTENERS ALLOWABLE UPLIFT 033%) TRUSS MASONRY OR GONG. 1 18-505 1/4"1 2-1/2"x5" TITEN HD 5000 CBS. Er 2 56-,505 1/4"1 4-1/2"x5' TITEN HO 114001.55. F6TRHL/R I IB-505 I/4"x3" 2-1/2"x5' TITEN HD 5M LBS. N0115 FAS IRM SHALL NOT BE 95TALLED IN ADIAGENF HOLM. FOTRR R MODEL WILL BE 0SM FOR SKB'® HALL INSTALLATI0115. s 2 CONNECTION DETAIL VERIFY WV TRU55 43., //MF6. PRIOR TO ABR. I 0 BREAK AWAY 51DE OF MASONRY COLUMN FOR 1 l.• CONTIN)OUS POUR L 5EE BEAM SCHEDULE I1; FOR REINFORCEMENT .. m it f FILL COLUMNS SOLID b"xb" FILLED CELLS W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REIN. TYPICAL CHANGE IN BOND BEAM HEIGHT 8"x8" FILLED OPENIN66 <= 6'-01: CELLS SEE PLAN ^ PRDVIDE 8"Xb" MIN. AND COLUMN �' T BOND BEAM COUR5E SCHEDULE FOR I / H/ 1415 MID. OR REINF. 1. 811XB' MIN. FORMED J/ MASONRY GONG. SILL W/ 2415 MASONRY OPENING MID. KALL OPENIN65) VI PROVIDE 8'X8' MIN. BREAK AWAY SIDE". BOND BEAM COURSE OF MASONRY7777� .. z• VU 2 #5 MID. OR COLUMN FOR `(-. _ `.� -^1- 8"X8" MIN. FORMED CONTINUOUSPOUR ... GONG. SILL W/ 2-a<5 I' MID. PROVIDE 6" MIN. I .......... PROVIDE &'W PENETRATION EA . ............................. ...... _ _......,_.. 48" MAX �� .. FILLED CELLS WEND 4 TIED TO ( 1-x5 VERT. VOHEL PERT. REINF. _-::;:^_,L .. _.. .'.t•'�'y -- -� :Y • W/ 5TD. AGI HOOK FOUNDATION OR .�. y.+' .�' :«..1••;:':yt.. !, EA. END a 4'-0' INTERMEDIATE •+` :� •' ' '; •. 0/GMEN OPENING BEAM . ,;(' ' ^� �-.z - =z . —r+-- . �- EXCEEDS 4'-0' WIDE SILL REINF. AT MASONRY OPENINGS (TYP.) 3/4" = 1'1 PRE-EN6. WD. GIRDER VERT. BLOCK BY TRUSS M m (2) 5/6' VIA. THRU-POLT5 EACH GIRDER 4" 1/14" 7H. WELDED STEEL SEAT. TUBE STEEL COLUMN SEE I;r INWIDLE SECTION SIDE VIEW 9 s 2 CONNECTION DETAIL EN TO MASONRY W/Y4" x L6. TAPCON5 4 TO RETE WA" x 1-%` L6. ONE U5P MODEL NO. M5TENER5 ALLOWABLE LOADS (LB5) MASONRY HEAVER J015T UPLIFT (133%) MASONRY (100%) SKM210L/R 6-TAPG5N5 10-IOd%I-Ij" 1505 1740 5KH210LR2-2 B TAPGONS 0-I0d 1545 1430 5KH4/OL R 10-TAPCON5 I 10-I6d 1 1565 =40 6ELMT RAWAR BASED ON RI SIZE 4 T1465 MffR LOADS. NOTIFY 016K IF LOADS M, cAPAOITIE5 SHOW s 2 CONNECTION DETAIL FASTEN TO MASONRY W/Yi x 2` L6. TITEN5 4 TO CONCRETE WVY4' x TITERS 51MP50N FASTENERS ALLOWABLE LOADS 625) NOVEL NO, MASONRY HEADER JOIST UPLIFT (133%) MA50WY 000%) HJ210 b-TITERS 4-IOd%I-1U' 575 --1400 HU28-2 14-TITEN5 11 1065 4350 HJ210-2 077TENS 10-IOd I1510 ?Om HU410 Ib-TITEN5 10-10d I610 t065 M/210-3 14-7ITERS 6-I0d 1135 SELECT HANGER BASED ON REOIIIRED SIZE 4 TWYs1 Kw LOADS. NOTIFY VI IF LOADS DZEW cAPAOITIES SHOW s 2 CONNECTION DETAIL SECTION PRE -ENS 'HOOD TRUSSES SEE TYP. HALL SECTION FOR ACTUAL HEEL AND O.H. CONDITIONS USP HTK2O THI5T STRAP FASTEN H/ NAILS PER 5GHEDULE AS REOD. 'FRAME BEARING HALL ELEV. STRAP DBL. TOP PLATE TO STUDS H/ "U5P' 5PTH 4, 6, OR 8 U-5TRAP OVER TOP PLATE AND DOWN EACH 51DE W/ (6) IOd NAILS (TYPICAL) KI HOOD STUDS a Ib" 0/0 (PER FLAK) SOLID BLOCKINS a 4'1 0/G VERT. MAX. STRAP PT BOTTOM PLATE TO STUDS VI/ 'U9P' SPTH 4, 6, OR 6 U-5TRAP OVER BOTTOM PLATE AND UP EACH 51DE W/ (6) IOd NAILS (TYPICAL) 5/8" WEDGE ANC"aORS a 24" O/G AND 6" MAX. PROM OFENINS5 W/3"x3"xl/4° STEEL HASHERS EMBED 4' MIN. FLOOR SLAB ALLOWABLE UPLIFT LOA05 FA5TENER 512E TOTAL FASTENERS INTO EACH MEMBER 8 I b 10 12 IOdxl-1/2" 1260 1 1260 1 1345 15W e "'NOTE, (2) STRAPS MAY BE 151 D- TO DOUBLE THE TABULATED CAPACITYa" 2 CONNECTION DETAIL BLOCK OR MASONRY COLUMN SEE PLAN 2X P.T. FASTEN TO COLUMN VU I/4" VIA. TAPGONS a 12" O/C VERT. 5TAISCERED 4 6' MAX. FROM E05 _ ' IXOGK OR MASONRY COLUMN SEE PLAN 2X P.T. FASTEN TO COLUMN W/ 1/4" VIA. TAPCONS a 12" O/C VERT. STAGGERED 4 6' MAX. FROM ENDS FASTEN TO END STUD W/ I6d NAILS AT 12' 0/0 VERT. 4 6' (MAX) FROM ENDS s 2 CONNECTION DETAIL 516' APA RATED 40/w SHEATHING. W. I H7 6d RAILS a B' 016 (FIELD) 4 4" 0/0 IE060 OR AS ALTEWA71VE TO SHEATHING PROVIDE ALTERNATING 2x6 DIASONAL BRACIN6 BETYIEEP1 TOP 4 BTM. CHORDS OF ADJAI TRUSSES W7 (4) I6d TOENAILS EACH END PER SECTION A VARIES 2x ELKS a TOP, A BOTTOM 4 PANEL ED6E5 OR 4'-0' ACT. O/C MAX. HOOD TRUSS, SEE PLAN / L NIoOD ROOF TRUSS, UPLIFT STRAP, SEE PLAN SEE PLAN 4 SaHEV. ATTACH 2x4 P.T. SILL BLOCKING H/ 01 CMU HALL I x33' LONG PA.F a 12' O/C e''g PLAN CONC. TIE BEAM OR BOND MM, SEE PLAN eCONNECTION DETAIL S-2 SECTION A ALTERNATE n IR' FILL COLUMNS AND LINTEL SOLID W/ &ROUT TDB.B.._ #5 VERT. TIES ONLY AS RESID. SEE LINTEL SCHEDULE 4-- HIGH STRENGTH PRECAST LINTEL ` H/REINFORGIN5 AS FI SEE LINTEL 5GHEDULE COLUMNS BEYOND SEE FOUNDATION PLAN TYP. DIET. LINTEL ON COLUMN 3/4" = VI 14/32' ROOF PLYWOOD. NAIL PER DIAPHRAGM 5GHEVULE ENS. AND APPROVED HOOD TRUSSES SEE TYP. HALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRU55 CONNECTOR SCHEDULE SELECT CONNECTOR 5HOWN ON BRAGINS, PLANS INSTALL PER. MFR. SPECIFICATIONS -Sim! PLAN T.O. WALL CONIC, TIE -BEAM OR BOND BEAM eb' GMI WALL 1 s 2 CONNECTION DETAIL 14/32' ROOF PLYWOOD. NAIL PER DIAPHRAGM SCHEDULE PRE -ERG. WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND O.H. CONDITIONS LISP RT16A OR RTI6-2 CLIP W/ (4) IOd x 1-1/2" NAILS TO TRUSS 4 (6) IOd NAILS TO 6T SECTION ELEV, MAX. UPLIFT = 1360# FI MAX. = 600# F2 MAX. = 645# QDCONNECTION DETAIL STRAP DBL. TOP PLATE TO 5TUD5 HNSP "5pTH4b OR 8"STRAP OVER TOP PLATE AND DOM EACH 51DE W/ (4) IOd RAILS (TYPICAL) USP LSTA 12 EACH SIDE FASTEN TO STUDS AND HEADER W/(6) IOd NAILS TYPICAL �- HEADER OR G.T. SEE FRAMIN5 PLAN STRAP BOTTOM PLATE TO STUDS HNSP "I OR W STRAP OVER BOTTOM PLATE AND LIP EACH SIDE H/ (6) IOd NAILS (TYPICAL) 5W WEDGE ANCHORS a 24" O/C AND b' MAX. FROM OPENINGS W/3"x3"xl/4" STEEL WASHERS EMBED 4" MIN. —INTERIOR MONOLITHIC FOOTING (SEE 51 G4 (MAX. UPLIFT 1500#) S_2 CONNECTION DETAIL revisions no. date designed PAR drawn PAR checked K6 date 5/14/lb scale 1/4" = I'-0' (U.N.0) job no. 11-004 . HAM QUA QUANTUM ENGINEERING ASSOCIATES INC. Snucwra1Eng n,,,,ng d, Caw Segregation 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 W W W.OEASSOCIFTES.COM Shawn M. Stambaugh, PE FL LTC. 61850 - CA 26210 p 0f • !V! J11 I 1 ' LU Ir 2-7O U J O U W U) 7C5 W_ U p g G Q d = U) m � 0 I O CUM M L1J Cc d co a L o 00 r �� i= V) CU ILL Q LU LL Z < O C C Tn N L.L L~f� d ti J drawing FRAMING DETAILS sheet S-2 of revisions no. '�� ��I�II■ C0iM:IIIIII:NhI MI `s" �II.:IIIIIIIIIIIIIIIIIIIIIIIII MMHM=i`s'? II:IIIIIIIIIIIIIIIIIIIIIIIII NIN ■ === �I�:IIIIIIIIIIIIIIIF:�I� ■ �� ■ OAA ,■�■■■,.�II'®: �� IIIIIIII IIIIIIIIIIII Ill:x llll IIIIIIIIIIII Illrw 111 IIIIIIIIIIII IIIIIIII a� � YC4! I , :I■■OE REM '����� IIIIIIIIIIIIINII:�:IIIIIIIIIIIIIIIII�� ���, aI /� .._ iMEN UN :MIN: MEW2 I _ IWAME 050. �■s1 �s �� ��� �, ,® ® �.IIIIIIIIIIIIIIIIIIIIIIIIIIII �3R F� I i ae 1 �. �.IIIIIIIIIIIIIIIIIIIIIIIIIIIIII.'� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIL�.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIL�.IIIIIIIIIIIIIIIIIII'lllllllllll.�.illlllllllllllllllllllllllllllll �_�, �I�.1111111111111111111111 .. AIDE 0 1020%no- ATTIC VENT CALCULATIONS 0 1020%no- ATTIC VENT CALCULATIONS FRT PORCW6ARA' CEILING AREA RATIO TOTAL NET FREE VENTILATING AREA IAM.0 S.F. I IA50 u.24 SO. FT. OR USE 675' MIN OF 2' WIDE SOFFIT VENTING OR USE OFF RIDGE VENTILATION PER VENT ATTIC VENT CALCULATIONS LANAI CEILING AREA RATIO TOTAL NET � VENTILATIO6 AREA 1,017.0 S.F. 111750 16h W. FT. OR ISEE 40.7' MIN OF 2' WIDE SOFFIT VVMN6 OR USE OFF RIDSE VENTILATION PB2 VENT ARM TIE -BEAM SCHEDULE REINFORGIN6 #5 HOOPS TOP MID STM MARK SIZE OR STIRRU'5 REMARKS 6-1 16x24 4#5 - 4#5 03 57R O 10' O.G. TYPICAL MASOW TIE BEAM CONT. UNLESS NOW OTNERWIW E10-1 6x16 145 - - NOW RWO. (2) COURSES FILL® CASTCRETE HIGH STRENGTH LINTEL L-I 1W - - - NOW READ. LWILLED CASTCRETE H164 STPa 6TH LINTEL L-2 6x6 - - le NONE READ. FILL® CASTCRETE H16H 5TRENOTH LINTEL L-3 6x22 1#5 - 1#5 NONE READ. ALL G0I1RYY5 PILLED CASTCRIM H16H STREN6TH LINTEL L-4 bx24 /#S - 1#5 NONE READ. (3) COURSES FILLED CASTCRETE HIGH STRENGTH LINTEL L-5 &SO 1#5 - 1#5 NONE READ. ALL COURSES FILLED CASTCRETE 1416H STRENGTH LINTEL 1-6 6x32 le - 1#5 NONE FEW. (4) COURSES FILLED CA5TCREIE H16H STRENGTH LINTEL L-7 &06 1#5 - /#S NONE FZW. ALL COU25E5 FILLED CASTCRETE HIGH STRENGTH LINTEL L-6 &54 1#5 - 1✓r5 NONE REM. ALL GOUZ5E5 FILLED CASTCRETE H16H STRENGTH LINTEL L-9 bx62 1#5 - 1#5 NONE REW. ALL COURSES FILLED CASTCRETE H16H STRENGTH LINTEL 51EPPED PER PLAN L-10 6x24/72 109 - 1#5 NONE REW. ALL CaRSES FILLED ROOF FRAMING PLAN 50ALE: 5/16" =1'-DTI designed PAR drawn PAR checked K6 date 5/141I6 scale I/4' = I'-O' NN.0) job no. I7-004 . NAM QUANTUM ENGINEERING ASSOCIATES INC. S&a iWatEngtneemg & CmtSegmgatton 300 AVENUE OF CHAMPIONS SUITE 26 PALM BEACH GARDENS, FLORIDA 33 18 WWW.QE 50OXTES.00M NNIII� i Shawn M. Stambaugh, PE FL LTC. 61850 - CA 26210 O vJ rr 2 0 O LU W U W LLJ 2 U J Q 2 Cf) m G) 00 O CU M CM Wa)-o a. CU L 0) 00 r �'/^� � LL lf) V J �^ VJ Cc 52 ILO Q w N d J � � Q O Zcnco c 2 In1'—N U LL LC) a-ti J drawing ROOF FRAMING PLAN sheet S-3 of BRACING NOTES: I. BRACING SHOWN DOES NOT INCLUDE TEMPORARY BRACING REQUIRED FOR THE ERECTION AND INSTALLATION OF TRU55E5 PRIOR TO THE INSTALLATION OF PERMANENT GRC55 BRACIN& AND WEB LATERAL BRACIN& REQUIREMENTS, TEMPORARY BRACIN515 THE RE5PON51BILITY OF THE TRL65 IN57ALUR AND SHOULD REMAIN IN PLACE A5 LONG A5 NECESSARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR (REF: BC50. 2. PERMANENT WLB LATERAL BRACIN6 15 TO BE IN5TALLED AS SHOWN ON THE INDIVIDUAL TRUSS PRAWIN55 (NEB LATERAL BRAGIN6 IS NOT SHOWN ON THIS SHEET). PERMANENT WEB LATERAL BRACIN& IS TO BE RESTRAINED TO PREVENT LATERAL MOVEMENT BY SOLID ANGHORA6E TO END WALL5, OR BY PERMANENT DIACONAL BRACING (NOT SHOPIIN) IN TIC PLANE OF THE hEB FIEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG CONTINUOUS NEB BRACE (REF: BG51). 3. PERMANENT DIA60NAL BRACIN& AS SHOWN ON THIS SHEET DOES NOT INCLUDE BRACING REQUIRED FOR CABLE END STUDS OR BOTTOM CHORD OF &ABLE END AT WALL. REFER TO 5TANDARD CABLE END DETAIL FOR BRACING R15WREMENT5. 4. ALL TOP CHORDS ARE A55UMED TO BE SHEATHED, AND ALL BOTTOM CHORDS BRACED BY A R1610 CEILING 5Y5TEM REFER TO INDIVIDUAL TRUSS DRAWIN66 FOR BRACIN& REQUIREMENTS OF NON -SHEATHED TOP CHORDS AND UNSUPPORTED BOTTOM CHORDS. 5. REFER TO TPI / WCTA B051: COMMENTARY AND RECOMt,eCATION5 FOR HANDLING, IN5TALLATION AND BRACING METAL PLATE CONNECTED WOOD TRU55L5", APPENDIX C, FOR RECOMMENDED SEQUENCE OF IN5TALL.IN6 BRACING COMPONENTS. 6. THE 57RUCnRAL ADEOLAGY OF THE INDIVIDUAL TRUSS DE516N5 TO WITHSTAND GRAVITY AND WIND LOAOIN65 A5 WELL A5 &IRDER CONNECTIONS AND LOA05 ARE THE RESPONSIBILITY OF THE TRU55 DE516NEt. ANIGHORAISE OF THE TRU55E5 AND 61RDER5 TO THE SUPPORTINO STRUCTURE TO WITH5TAN0 WIND UPLIFT 15 THE RESPONSIBILITY OF THE PROXCT ENGINEER OR ARCHITECT. 7. THE BRACIN& FOR THE ROOF SYSTEM 15 VE516NEV FOR BOTH POSITIVE It NEGATIVE PRE55URE AND MEETS THE REQUIREMENTS OF 2017 FBC. BRACING LEGEND: PERMANENT 2x4 DIA60RAL BRACE RESTRAINT IN THE x PLANE OF THE NEAREST WEB MEMBER AT 20'-0" INTERVALS AT APPROXIMATELY 45 DECREE ANGLE. FASTEN TO OPP051TE SIDE OF WEB WITH 3-Ibd TOENAILS AND TO LATERAL BRACE WITH (3) IOd NAILS EACH INTERSECTION. (REF: BGSI). HORIZONTAL BRID61N6 WITH A MINIMUM 2xb STRONCOAGK AT b'-O" 0/0. FASTEN TO EACH TRUSS WITH 3-I0d NAILS AND ATTACH TO WALLS OR OTHER RI61D POINT AT EACH END (REF: BCSU. PROVIDE OVERLAP OF AT LEAST (5) TRUSSES (FLOOR ONLY). PERMANENT 2x4xC.ONT, LATERAL BRAGIN6 IN THE PLANE OF THE STRUCTURAL BOTTOM CHORD OF THE TRUSSES AT b'-O" O/C. FASTEN WITH 2-I0d NAILS IN EACH TRUSS. PROVIDE OVERLAP OF AT LEAST (2) TRU55E5 (ROOF ONLY). ZONES 16 2 (-5EE DIAPHRAGM SCHEDULE) ZONE 3 — (5EE DIAPHRA&M SGHIEDI/LE) BRACING DETAILS: COMPRESSION WEB 45° SLOPIM6 OR VERTICAL GONTINIOU5 PERMANENT LATERAL. BRACING (C.L.0) PERMANENT 0IA60NAL BRACE NAILED TO OPP. SIDE OF WEB PREVENTS LATERAL MOVEMENT AND SHOULD BE REPEATED AT APPROX 20 FOOT INTERVALS CEILING FIGURE 36: PERMANENT DIAGONAL BRACIN& IN THE PLANE OF THE hEB hEMBER5 PERMANENT CR055 BRACING F16WZ 37: PERMANENT BRACING IN THE PLANE OF THE WEBS FOR PITCHED TRUSSES HORIZONTAL BRID61N& WITH A MINIMUM 2xb STRON66ACK CONNECTION TO EACH TRUSS WITH 3-I0d NAILS AND ATTACHED TO WALLS OR OTHER R1610 POINT AT EACH END (REF: 13051). PROVIDE OVERLAP OF AT LEAST (5) TRUSSES (FLOORS ONLY). SEE PLAN FIGURE 36: PERMANENT BRACIN6 IN THE PLANE OF THE WEB5 FOR PARALLEL CHORD TRU55E5 LATERAL BRACE 5ROUP OF WOOD IRU55E5 WEB MEMBERS) LATERAL BRACE FIGURE 34: PERMANENT BRACIN& IN THE PLANE OF THE NE55 DIAPHRAGM SCHEDULE LOCATION rAha 6RADE PANEL THICKNESS FRAMING 5PACIN6 DIAPHRA6M NAILING REMApKS DIAPHRAGM BOUNDRIES ZONE I ZONE 2 ZONE 3 EDGE INTER. EDGE INTER EDGE INTER ROOF APA RATED 5HEATHIN6 EXPOSURE 1, OR EQUAL SPAN RATING 40/20 R/32" 24" O/C MAX. IOd 6" O/C foldIOd 6" O/C 6" O/C IOd 6" O/C IOd 6" O/C 10d 4" O/C IOd 4" O/C BLOCKED AS SHOM ON PLAN EXT. WALL APA RATED 5FEATHIN6 EXPOSURE 1, OR EQVAL I SPAN RATING 40/20 14/32 16" O/C MAX 1 IOd 4" O/G IOd 4" O/G IOd 6' 0/0 1 NAIL CORNER 5TUD5 AT 4' O/C MAX. TYPICAL BLOCK FREE EDCE5 1) ALL NAILS TO BE OF MN65RAKK VARIETY UNLESS NOW OTHERWISE. TRUSS CONNECTOR SCHEDULE FASTENERS PER ALLOWABLE UPLIFT PARALLEL LOAD 1172)17. LOAD (M) PRODUCT MARK USP CONNECTOR TRUSS CONCJTIE-BEAM 51N5LE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP DOUBLE S APPROVAL TG-1 HTA 12 (6) IOd x 1-1/2" - 1600 3200 660 # 1320 FL 17660 TC-2 HTA 20 (10) IOd x 1-I/2" - 1615 • 3230 # M0, # 13200 FL 17660 TG-3 RTIbM (4) IOd x 1-1/2' (4)1/4'x 1-3/4' TAP. I345 # 2740 # 450 # 460 1260 # FL 10734TC-4 H6AMIOKT (4) 1/4"xl-1/2" W5 (4)1/4'x 1-3/4' TAP. 415 # 1630 # 1073 # 2150 #1460 # FL 17b44 U ALL OKABLE LOADS ARE 506M ON LrP CATALOG 2015-2016 Ed. 2) SLOR MAY USE LONSER STRAPS OF SAME TYPE SPEGFl®. 5) USE SALV 12ED NABS AS SPEOIFIED BY MANUFAOTIIRSI 4) TAFCOK5 % OLLD BE LOCATED AT THE PARTf EsT POINT FROM THE TOP OF THE SEAM. 5) PROVIDE APPROVED M015 BARRIER PLATE OR BUILDING PAPER BETYEEN MASONRY MALL AND EACH 714W. MAX UPLIFT 2K MAX UPI.I _ 54-M MAX UPLIFT TCrl Tfrl J TG11 L 525oPLIFr TC-1 - - I 1 II I I — — JPL T600 1 IFT 1 1 1 I I 11 11 I I I I I 1 1 I \\\ r 1 I I I I I Ir � I II II U'LIFI T \ UPLI 94T6. IFT T I I I I 1 r 5" MAX UPLIFT PP. LI - gr I / I I F — .1 —1 I I � II 1 I I L— — — ---- — J I on nAT 6' O0 EA ON W IOd i# MAX UPLI TCA Y MWIVARN a WiiiiWi@*U01@ / II A-3 � II ROOF BRACING PLAN SCALE: 5/1611 =11-0I1 TN MAX UPLI TC-I Now o: EDGE STRIP DEFINED AS THE LE55ER OF 1036 OF LEAST HORIZONTAL DIMENSION OF BUILDING OR 40% OF HEIGHT H BUT NOT LESS THAN 436 OF LEAST HORIZONTAL 00N0610N OF BUILDIN6 AND AT LEAST 9 FT. �� ------ it 1 N H--------------\ I O I I ROOF ZONE PRESSURES: 1-------- ZONE 1= 245 P5F. I O // ZONE 2 4 5= 51.4 PSF. -A--- -------- / /� / q \ NOTE: SEE DIAPHRAGM 50HEDULE FOR ROOF ZONE NAILING-- --L REQUIREMENTS. ROOF ZONE DIAGRAM revisions no. date designed PAR drawn PAR checked K& date 5/14/16 scale I/4' = 1'-0" (U.N.0) fob no. 17-004 . HAM QUANTUM ENGINEERING ASSOCIATES INC. St cwmlEngweerrng& CostSegrega¢On 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 www.oEnssocurEscoM a Shawn M. Stambaugh, PE FL LIC. 61850 - CA 26210 M O ff^^ VJ LL- U) W � UJ z O W o LU U) W `J Q J < U) m M _O 00 o @ M LLB °' 0 � C _M 00 °° LO / _ — LO v) ® ��//y'� VJ LL C.4 (7 W ,6 � (_) ` z U) OLr) N U U-) Li ti J drawing ROOF BRACING PLAN sheet S-4 of PROJECT HAMMER LOT: SYSTEM # 1 BRAND - CARRIER: 5.0 TON CU AHU MODEL: GA16NA060 FB4CNP061 DIMENSIONS -HXWXD 46"X35"X35" 60"X25"X23" MCA 32.5 58.5 MAX FUSE (AMPS) 50 60 HEAT STRIP (KW) N/A 10 REF. LINE SIZE- ("O.D.) SUCTION 7/8 REF. LINE SIZE- (" O.D.) LIQUID 3/8 SEER: 16.5 SENSIBLE BTU'S: 41,000 14,000 55,000 LATENT BTU'S: TOTAL BTU'S: SYSTEM # 2 BRAND - CARRIER: 1.5 TON CU AHU MODEL: CA16NW018 FX4DNF019 DIMENSIONS - H X W X D 29" X 32" X 32" 50" X 18" X 23" MCA 11.8 20 N/A 28.5 MAX FUSE (AMPS) 30 HEAT STRIP (KW) 5 REF. LINE SIZE- ("O.D.) SUCTION 518 3/8 16.0 13,000 4,700 17,700 REF. LINE SIZE- (" O.Q.) LIQUID SEER: SENSIBLE BTU'S: LATENT BTU'S: TOTAL BTU'S: NOTE: 1. REFRIGERANT LINES w/1/2" T-CELL INSULATION THRU ATTIC SECURED TO WALL w/ 4X4 26 GUAGE LINE CHASE 2. USE 3/4" SCH 40 PVC FOR CONDENSATE DRAINS. CONDENSATE DRAIN OUTLETS TO BE MINIMUM 12" OFF SLAB 3. AUXILLARY FLOAT SWITCHES ON AHU'S EXHAUST FAN SCHEDULE #1 50 CFM w/4" T-FIN-V.T_0 #2 80 CFM w/4" T-FIN-V.T.O FANS DUCTWORK - FLEXIBLE R-FACTOR - 6 NOTE: DUCTWORK TRUNK LINE AND JDROPLOCATIONS MAY VARY FROM PLAN D`- r TRUSS CONFIGURATIONS CEILING SUPPLY PLENUM R/A THRU LOUVER DOOR --*--METAL STAND AHU AHU# 1 MOUNTING DETAIL SCALE: N.T.S. CEILING SUPPLY PLENUM OVER- HEAD R/A AHU AHU# 2 MOUNTING DETAIL SCALE: N.T.S. SCALE: N.T.S. na CONDENSATE DRAIN TO EXTERIOR 1 CAR GARAGE CLG. l LJ 2 CAR GARAGE 10'-0" CMG. MECHANICAL PLAN SCALE: 3/16"= 1'-O" 0 Ld w 00 vo r, -so) 0 W W U o N o r J V_ 0) a OOM 0r _ t E co O Or Cc,L: V N O 41 O 00E_x; in00� 03 to a_ a 3 I REVISIONS I NO. DESC. DATE DRAWN BY. DL/GM/HP CHECKED BY: CS DATE: 2018 THE DESIGN PLAN & SPECIFI— CATIONS SUBMITTED HERE WITH ARE THE SOLE PROPERTY OF LINDSTROM AIR CONDITIONING INC. & ARE NOT TO BE REPR— ODUCED WITHOUT THE WRITTEN PERMISSION. THESE DOCUMENTS ARE SPECIFICALLY SUBMITTED FOR THE EXCLUSIVE USE OF THE LINDSTROM AIR CONDITIONING INC. IN THE CONSTRUCTION OF DESIGNED SYSTEMS. LINDSTROM A/C DESIGNS UNDER — F.S. 489 & F.S. 471 SHEET TITLE: MECHANICAL PLAN SHEET NO.: mml