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HomeMy WebLinkAboutREVISION 5-6-19OFFICE USE ONLY: DATE FILED: rJ 161,� REVISION FEE: 1 5 o d a i LOCATION/SITE ADDRESS: PERMIT# RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: P�SL is r'(� ' Z it/ �•� i� • • � • � �%3�7r�7lTJlllil R/ UILDER INFORMATION• ST• LUCIE COUNTY OWNE B BO CC NAME: '7�Z}M61//6 ADDRESS_ S u CITY: STATE: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: 51#17y V ADDRESS: O G CITY: S STATE: PHONE (DAYTIME): !�5jb/—,2 FAX: SLCCC. 9 REVISION Revised 0613016/30/17 T. p: T �6PICKET BY BLDR �OPEN� Ix2 MIN. P.T. BUCK SET IN STUCCO FIN15H CONC. OR MASONRY SEALANT AND NAILED W/ PERIMETER SEALANT CASE HARDENED COIL NAIL5 AT 12' 0/G. MAX. LONG. OR M `A50NRY 2xb P.T. BUCK SET IN SEALANT FASTEN GONG OR MA50NRY Ixb P.T. BUCK SET IN W/ I/4' DIA. x 5-1/4" SEALANT AND NAILED TAPCONS 3' FROM E.E. W/I-I/2' GA5E HARDEIED - . fl Qo o AND 6" 0/0 MAX. 00 COIL NAILS AT 12" 0/0. o o Q . ° 0 0 MAX. DOOR TRIM WALL BOARD LKING DOOR FRAME INN FRAME, FASTEN DRYWALL BOARD FASTEN TO BUCK W/TRUCTURE 7r-�-- THRU BUCK CAULKING (2) x6 6ALV. x 2" /Ib" TAPGON SCREWS SGREI^5 0 2'-0' O/G ' O/G. MIN. 1-1/4' EMBED DOOR DOOR � K FASTEN Kt DOOR TRIM METER SEALANT (2) 3/16"4-1/2' TAPC.ON PERIMETER SEALANT STUCW FINISH SCREWS o 2'-0' 010 5TucCO FIN15H HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) HEADMAMB DETAIL (DOOR) DOOR THRESHOLD SET ALUMINUM FRAME DOOR FRAME FASTEN IN BED OF CAULK 6 FASTENED TO SILL W SECURE FRAME TO SILL TO BUCK W(2) 5Ab'x x I I/2 SCREWS WITH SILICONE I o 0 18' �CAULKIN6 SGREEHS�-0" 0/6 PERIMETER SEALANT 7E FLOOR COVERING FLOOR COVERING .o. goo 'O Qomo v PRECAST OR POURED 00 ''O.. 'O...a .0000 SILL W1 k5 BAR GROUT BED GONG. FLOOR SLAB PERIMETER SEALANT CONCRETE SLAB PERIMETER SEALANT sTUDOFIN ISH WINDOW SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.) SILL DETAIL (DOOR) ALUMINUM FRAME, FASTEN -GONG. COLUMN TO STRUCTURE THRU a" HEATHER 5TRIPPIN6 BY �_EW 5 W/ 3/16" TAPCON 50REKS DOOR MANE. 0 12' O/C. MIN. 1-1/4' EMBED GARAGE DOOR 6ALV. 5TL. VERT. TRACK PERIMETER SEALANT BY MAN .FASTENED TO STUCCO FINISH TRACK BRACKETS W/ GONG. OR MASONRY I/4"-20x1/2" CARRIAGE Ix2 MIN. P.T. BUCK SET IN BOLTS 1 LOCK NUTS IAL TO EXTERIOR®LA ITHE AND 9�T000O SEALANT AND NAILED �„,�n krr++NT" 6ALV, M. TRACK 9RAGKM aAa-? wpa n^ .*• . :.: n +=R 4" WIDE RAISED BAND W/51MOOTH CEMENTITIOU5 FIN15H CONCRETE ROOF TILE OVER 01011 NOT MOPPED ON 300 FELT TIN TA66M TO 14/32' EXT 6RADE COX PLYWD. FASTEN ROOF PER MANUFAGT. SPECIFICATIONS FOR 110 MPH WIND PER FBO.-R 2011 6TH EDITION (SEE DIAPHRA&M SCHEDULE FOR ROOF SHEATHING NAILING PRE-EN6. WOOD ROOF TRUSS'S PATTERN 024' 0/0 TYPICAL NUAPPROVED 6ALV.TRUSS ANCHORS EA. END VARIES _ (SEE PLAN) 6ALV. MTL. DRIP / ON IX2 P.T. FA5GIA SOFFIT VETTING PER VENT GALG BOX HI RIB PB. 6ALV MIL LATHE 5EGURRED TO TRU55E5 FAUX FOAM BRACKETSA OLDIN6 W/SMOOTH CEMENTITIOUS FINISH 3" TALL RA15M SMOOTH GEMENTITIOUS BAND W/SMOOTH GEMENTITIOU5 FINISH o AREAS SHOWN ON ELEV.S 5/6' STUCCO FINISH _ OVER 6' CONG. BLACK IA'BLOCK RECESS 0'-0° 70.51AB 12 5g aEv MOM LeRD. APPLIED TO UNDERSIDE OF TRUSS$ FIRE STOP OONT. MASONRY BOW/71E BEAM C40W. METAL PM STOP W 1/2" DRYWALL 0ji'll-IX2 P.T. FURRJNS 4 24' O/C W IN5UL.. 50 EhER6Y CAL0. 11 APPLIED WOOD BASE FIN. FLOOR TO BE W' MN. II ABOVE CRONd OF ROAD MIN. MONO. CONC. FOOTING SEE FOUNDATIO PLAN FOR NOTES 1 M.TAILS NOTE: ALL WALL AND CEILING FIN15HES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THEN 200 A5 PER FBC R 20116TH EDITION NOTE: INSULATION MATERIALS, INGLUDIN6 FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAH- 5PACE5 AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 200 WITH AN ACCOMPANYING 5MOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH A5TM E b4. NOTE: EXPOSED ATTIC INSULATION. ALL EXPOSED INSULATION MATERALS INSTALLED ON ATTIC FLOORS SHALL. HAVE A CRITICAL RADIANT FLUX NOT LE55 THAN 0.12 WATT PER 5OUARE GENTI �,t ^ EXR05EP FOAM PLASTIC INSULATION MATERIALS EXPOSED ON THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION R516 NOTE: R702.3.1 MATERIALS. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 56, C "19, C 4-5, C 514, C 650, C 951, G 960, G 1002, C 104'1, G IITT, G IITb, C 1216,0 1545 OR C 134b AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION. ADNE51VM FOR THE INSTALLATION OF 6YP5UM BOARD SHALL CONFORM TO ASTM G 551. NOTE: 9102.4.1 GENERAL. CERAMIC, TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI AI06.1. A106.4. �IIMMtIiI�rN sto 1 il Y 14'-0' TABB. BY Pf LurP� r7nunty 10'-0' T.O.B.B. s -� i w fr 9M IT I 1 n REVIVINES OFOF R CODE COMPLIANCE LEFT ELEVATION ST. LUCIE COUNTY SCALE: 1/4" a I'-0' BOCC dV--� MAY 0 6 2019 ST. Lucie County, P61t revisions no. REV #I BLD6 GMTS REV •2 BLD6 CMT5 REV #3 designed PAR drawn FAR checked K6 date 11/2/11 scale 1/4' = 1'-0" (U.N.O job no. 11-002 . CA/ Q L- A QUANTUM ENGINEERING ASSOCIATES SI a WralEngrne mg & Ca fSegregab, 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 334 Shawn M. Stambaugh, PE FL LTC. 61850 — CA 26210 W fY W CD 0— D 0 ''LU^ VJ W Q LU CC 2 <0 0-= drawing ELEVATION SECTIONS sheet A-3 Of FILE COF ro m,- ny I�a3-doa.a GENERAL NOTES 11 FOUNDATION NOTES MASONRY NOTES PLAN NOTES (GONTV) ELECTRICAL NOTES I. TYPE OF CONSTRUCTION: GLA_% V, UNPROTECTED, GROUP R-2 OCCUPANCY PER FLORIDA HUILDIN6 CODE 6TH EDITION 201T, BUILDING GODS 310.4 I. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH X X WI. I. CONCRETE UNITS TO 13E ASTM G q0-14. ASTM GRADES NI OR NIT. PROVIDE PRECAST LINTELS A5 NECESSARY. (Mn = 1500 P51) I. A PERMANENT 516N WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR 8. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRICTION I. CONTRACTOR SHALL VERIFY WITH F,P.4L. THE LOCATION OF SERVICE AND MIL (OR EQUAL) W T WJN.M. ON GLEAN WELL COMPACTED FILL PRE TREATED FILL E THE REINSpEGTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN MANUAL" A5 PUB1.15FED BY THE AMERIGAN INSTITUTE OF TIMBER SHALL LOCATE METER 4 PANELS AS REQUIRED. 2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDINS�i GORE A5 ADAPTED BY THE I KM SHALL D FOR TERMITES. WWM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB 2. MORTAR TYPE M PER ASTM C, 2T0-12a. SHALL BE P05TED NEAR THE WATER HEATER OR ELECTRICAL PANEL. CONSTRUCTION. COUNTY AND ALL APPLICABLE AMENDMENTS. DEPTH AND MU5T BE SUPPORTED AT 3'-0' O/C EACH WAY WITH APPROVED MATERIALS. 2. PROVIDE 3" 5TEEL POST OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT I. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 2. ALL WIRE SHALL BE THHN COPPER. UNE155 NOTED OTHERWISE. 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. 2. ORG TO 3. CONCRETE FILL (HVAC, El WASHER/DRYER) LOCATED IN THE 6ARA&E AT FLOOR LEVEL PER F.B.C. P-EGHANIGAL GODS. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER GEMENTITOUS MATERIALS AND THE WOOD AS PER GORE. 3, WHERE REQUIRED BY OTHER GODE5, SERVICE AND FEEDER CONDUCTORS SHALL BE 4. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. IF 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS A. CELL5 LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 5000 P51 PEA &RAVEL CONCRETE. 3. PROVIDE Ix2 P.T. FIRE5TOP VERTICALLY AT THE CEILING AND FLOOR LEVELS. 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDIN6 ADEQUATE BRAGINS AND COOPER OF EQUAL AMP,gGITY. FOUND THE BUILDER SHALL REPORT ANY ERRORS IN WRITING TO THE OTHERWISE �� HORIZONTALLY AT INTERVALS NOT EXGEEDIN6 10'-0", AND ALL OTHER LOCATIONS PER BRID&IN6 USED DURIN6 ERECTION OF TRU5SE5 AND STRUCTURAL SLABS TO PREVENT 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE. D WITHOUT ARCHITECT. T. DO NOT SC WILL NOT BE ACCEPTED WITHOUT REVIEW OR APPROVAL RE BY ARCHITECT. DO NOT SCALE DRAWINI65. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., B. THE MIX DES16N SHALL BE APPROVED BY THE ENGINEER. F.BO. SECTION R502.II. COLLAPSE OR DAMA.6E. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONTRACTOR TO SUBMIT 501L BEARING TEST RESJLTS OR 501L BEARING CAPACITY REPORT BY A FLORIDA RE615TERED ENGINEER C. ALL GONIGRETE SHALL BE OF A FLUID CONSISTENCY WITH A SLUMP OF Ill -II" MAX., WHICH 4. ALL 6LAZINI6 WITHIN 24" OF EITHER SIDE OF THE DOOR PLANE IN A CLOSED POSITION II. HEADERS FOR FRAMED OPENIN65 GREATER THAN 6-0" MUST BE ENGINEERED AND CONSTRUCTION. S.SUBMIT MINIMUM THREE 0) COPIES OF SHOP DRANIN65 A5 REQUIRED BELOW. MEANS THAT THE CONSISTENCY SHALL BE AS FLUID AS P05SIBLE FOR POURING WITHOUT `5EGRE6ATION AND ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR ON THE HINGE 51DE OF THE STAMPED BY THE TRL65 MANUFACTURER. OLE55 NOTED OTHERWISE) 6, VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT b. THESE PLANS, A5 DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE 5. ALL 51TE PREPARATIONS 4 DRAINAGE RECOMMENDATIONS MADE IN THE SITE SPECIFIC 6EOTECHNIGAL REPORT MUST BE STRICTLY ADHERED TO. OF THE CONSTITUENT PARTS. DOOR (48" IN HVO SHALL BE TEMPERED. ALL WINDOWS OR 6LA55 ENCLOSURES AT OR WITHIN 56" OF TUBS AND SHOWERS WITH SILLS LESS THAN 60' ABOVE FLOOR SHALL BE 12. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (5) 2XI25 UNLESS MANUFACTURER SPECIFICATIONS. ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE 6OVERNIN6 CODE IN ITS ENTIRETY AND BUILD D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE ��I"' TEMPERED. ALL 6LA55 IN SIDELICHT5, SLIDING 6LAS5 DOORS 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. IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE 6. FILL PLACED WITHIN 5'-0" OF THE CONSTRUGTICN PERIMETER SHALL CONSIST OF 5HALL BE TEMPERED. THICKNE55). SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. GLEAN WELL &RADED SAND IN 12" LIFTS(MAXJ AND VIBRATORY COMPACTED TO ACHIEVE A MINIMUM OF 95SK MODIFIED PROCTOR ASTM D 155T-12. 4. REINIFORGIN6: 5. ESRE5S WINDOW5 SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 15. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE, NO. 2 OR BETTER AND SHALL 6. PROVIDE NON-FU5IBLE GENERAL DUTY SAFETY SWITCHES AT A/C, EQUIP. ARID AT PUMPS NOT V151BLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER, T. BUILDER RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR VERTICAL: EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" H16H, 20" Nor, AND MIN. PROVIDE ALLOWABLE BTRE55 VALUES OF 1200 PSI IN 5ENDIN6 FOR A 51N6LE MEMBER RECOMMENDATIONS. LI NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. T AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, NET AREA OF 5.1 5.F. FOR 2nd FLOOR WINDOWS AND ED S.F. FOR 15t FLOOR WINDOWS. USES, qO PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELA5TICITY OF I6O0 APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PA55E5 TO THE EXI5TING A. ASTM A.615/A bISM-12. PER REIMFORLIN6 SECTION (GRADE 60). THE BOTTOM OF THE OPENIN6 SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH K51 OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING A6ENGY. '1-PROVIDE 6FG1 PROTECTION FOR ALL BATHROOM, 6ARA&E, EXTERIOR, KITCHEN, 8. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER. � � AT 54" A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-O" DROP, THE SILL LAUNDRY AND VET BAR OUTLETS PER NEC 210(A). B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT SHALL BE NO LEST THAN 360 A.F.F. OR PROVIDE AN APPROVED SAPE6UARD. 14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 6AU6E GEE CHANNEL TYPE 57105 AT .8 q. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER 8. `LABS SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED, BE SLOPED MORE THAN ONE HORIZONTAL IN 51X VERTICAL ALI6NMENT, EVEN T'HOU&H IT 15 b. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. 241 O/C WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS SELECTED ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW q. SPLICES SHALL 48 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORGN610. . SCREWS AT 12' OX MAX. BY OWNER UNITS, UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FB.G. ENERGY CHANGES IN DIRECTION. CORNER BARS SHALL BE BAR DIAMETERS EACH. WAY. C. VERTICAL REINFORCIN6 STEEL SHALL. HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH 8. IN HVHZ AREAS PROVIDE HURRICANE SHUTTER5 AS PER F.B.C. 5EGTION 24-13 UNLESS THE EXTERIOR WALL COMPONENTS OF THE ENCL.05M BUILDING HAS SPECIFIC PRODUCT 15. METAL LATH OVER 5HEATHIN5 SHALL BE 5/6, V-GROVE OR DIMPLED. GEILIN65 AND II. PROVIDE PRE -WIRED TELEPHONE, T.V. OUTLETS OUTLETS A5 SHOWN ON PLAN. CONSERVATION CODE. 10. ALL MONOLITHIC HAVE BEEN FOR THE USE of TRANSFER FROM THE MASONRY. APPROVAL TO PRMERVE THE ENCLOSED BUILDING ENVELOPE A6AIN5T IMPACT LOADS SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO SUB5TATE AT 4. 0/0 AS FOLLOWS; 12. ALL CL05ET L16HTIN6 SHALL COMPLY WITH NEC SEC. 410B. I. ALL CONSTRUCTION IN BROWARD AND DARE COUNTIES SHALL COMPLY WITH THE THE PERT RATIONAL AND REINFORCEMENT AT THE PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT D. VERTICAL REINFORGIN5 SHALL BE AS LOCATED ON THE PLAN AND A5 INDICATED IN AS SET FORTH IN CHAPTER 16. CONCRETE: 3/4' LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE F.B.C. ONLY IF REQUESTED BY THE BUILDING OFFICIAL. THE COLUMN 5CHEDULE, q. PICKETS AT STAIRS, LANDIN65 4 BALCONIES SHALL BE SPACED TO PREVENT FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 13/4" PENETF.ATION INTO HORIZONTAL WOOD FRAMIN6 MEMBERS, AND 3/4" 13. THE BRANCH CIRCUITS GONTAINIM6 SMOKE DETECTORS SHALL HAVE ARC, -FAULT PROTECTION II. CONCRETE FOR FOUNDATIONS AND FOOTI1465 STALL BE 2500 P51 MIN. E. VERTICAL REINFORGIN6 EACH SIDE OF ANY OPENINIS, IF REQUIRED, SHALL BE PA55A5E OF A 4" DIAMETER SPHERE. PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMIN6 MEMBERS, COMMON NAILS PER NEC SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO ARC -FAULT CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTER BACK UP. SITE PLAN NOTES MAXIMUM WATER/GENENT RATIO MUST NOT EXGEEG ObS. CONTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINSS TO ALLOW 10. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. SHALL BE BENT OVER TO EN&A6E AT LEAST THREE 5TRAND5 OF LATH, OR BE BENT OVER A RIB WHEN RIB LATH 15 INSTALLED. 5HEATHINI6: 14 6AUISE STAPLES I" LEG, "I/I6" DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY. SCHEDULE NOTES. REINFORVNI6 BARS TO CONTINUE UNINTERRUPTED. GROWN METAL MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2" WASHER HEAD STAPLES 14. PRE -WIRE FOR 6ARASE DOOR OPENER SENSOR. BEAM II. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS 4 KITCHEN HOODS 54ALL NOT SHALL NOT BE USED FOR SOFFITS OR GEILINL&5 I. THE ARCHITECTURAL SITE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR GENERALHORIZONTAL: VENT THROUGH THE SIDE WALL AND MUST MAINTAIN A 10'-0" SETBACK. 15. PROVIDE ARC, -FAULT CIRCUIT INTERRUPTER PROTECTION IN DWELLING UNIT LIVING, LOCATION OF THE HOUSE, POOL, DRIVEWAYS AND SITE FEATURES ONLY. THE 6.G. OR OWNER SHALL PROVIDE A PRELIMINARY LOP FIT PERFORMED A ED I. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (EE) OF BEAM OR A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM Ib, WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED DININl6, FAMILY ROOMS, DEN5/ LIBRARIES, BEDROOMS, SUNROOM5, CLOSETS, HALLWAYS OR SIM. ROOMS SURVEYOR AT NT COMPLETION OF PROJECT. THE SURVEYOR 15 RESPONSIBLE VE R 15 R THF*fJU6H BEAM A5 INDICATED BEAM SCHEDULE. STIRRUPS SHALL 13EWI TYPE SCHEDULE. BY PROVIDING A DEL. LAYER OF WATER BARRIER OR BY INSTALLINI6 A HOUSE WRAP BENEATH THE WATER PER Wr 210-12. B ILDI FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOGA710N5, SET BACKS, AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS HOOPS PS S IC 5 6 AND HOOP`' SHALL BE TYPE T-2 TYPICAL GR51 BAR BENDS UNLESS OTHERWISE NOTED. B. HORIZONTAL JOINT REINFORCEMENT SHALL GON515T OF AT LEAST 11 6A6E LADDER FRAMING NOTES BARRIER. 16. SMOKE DETECTORS: BETWEEN THE 517E PLAN AND LAYOUT THE GENERAL 2• �- BEAM (MARK 'T3') TOP BARS SHALL BE GONTIN4JOUr UNLESS OTERNISE NOTED TYPE REINFORCEMENT SPACED NOT MORE THEN I6" O/C VERT. REINFORCEMENT SHALL PROVIDED AT THE BOTTOM AND TOP OF ALL OPENINGS AND EXTEND NOT LESS IT. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PR06RAM. TYPE TO BE CRF 16.1. REQUIRED ON ALL HVAG UNITS WITH 2O01 GFM OR MORE. 1b.2. CEILING AREA: 110 V. SMOKE ALARMS 5HALL BE INSTALLED NOT LE55 THAN 3 FEET CONTRACTOR AND ARCHITECT RITIN&OR I CONTRACTOR SHALL NO PELT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR THEN 4' THEN 24" BEYOND THE OPENING. PS 8' MIN EMBEDMENT INTO CONCRETE COLUMNS I THE TRIUS5 AND FLOOR SYSTEM LAYOUT SHOWN ON THIS SHEET 15 50HEMATIC IN 1126 1-1/2' LONG AND .120' DIAMETER UND. HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A . RESOLVES THESE CONFLICTS. 3, ALL TIE BEAMS (MARK "TB") N6 SHALL BE CONTINUOUS THRDUGNH TIE- AT A AND BEAMS AND FULL DEPTH LAPS AT ALL MASONRY "L" AND "T' INTERSECTIONS. NATURE HOWEVERTHE SUPPORTING 5UPER57RZTURE HAS BEEN DE515NED UNDER THE A55VHFTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS 18. WHEN WOOD POSTS ARE NOT IN A FIRERATED WALL, FIRE RATE P05T A5 FOLLOWS: BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION R3143, BE MINI BEAMS ONLY. ALL SPLICES TO BE A MINIPA M OF 48 BAR DIAMETERS. 5. ���-` AND FLOOR SYSTEM L/E516NER5 LAYOUT. WRAP P05T ON ALL SIDES FROM BASE OF P05T TO UNDERSIDE OF BEARING WITH (1) 16.3. NEAR COOKING APPLIANCES, SMOKE ALARMS SHALL NOT BE INSTALLED IN THE CONCRETE NOTES 4. PM ALL STBEA IRAL BEAM TOP BARS IN OVER SUPPORTS WITH TOP BARS LAYER OF 5/&" TYPE "X" GYPSUM WALL BOARD. TH15 WILL PROVIDE A ONE HOUR RATING FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE AD FROM ADJACENT BEAMS. (UNO). A. STRUCTURAL DESIGN 15 IN ACCORDANCE WITH A.G.I. 530-13/ A.S.GE. 5-13/T.M.S. 402-Ib, 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES AND SLABS, MAJOR 6.T. BEAK NO FOR THE POST. ALARM IN A LOCATION REQUIRED BY SECTION R5143. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON POINTS, ETC) CAN BE MODIFIED ONLY AFTER OBTAININ6 PERMISSION FROM THr PRIME -IONIZATION SMOKE ALARMS N07 BE INSTALLED LE55 THAN 20 FEET HORIZ. FROM INSTALLED 1. CONCRETE SHALL CONFORM TO A5TM Cq4/G g4M-0q, SHALL HAVE A MAXIMUM NT RATIO OF OTH AND SHALL HAVE COMPRESSIVE STRENGTH IN 5. CROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW 4 DOOR HEADS (28" MAX) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. FROFESSIOPLAL OF RECORD WHO MUST REVIEW PROPOSED GHANI6E5 AND gUTIH(!RIZE STRUCTURAL q. TR1155 MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED WIND LOADS PER FB.C. 2011. A PERMANENTLY INSTALLED COOKING IONIZATION SMOKE ALARMS WITH AN ALARM-51LENGIN6 SWITCH OPSIR 245 DAYS (UNLESS CONCRETE 28 DAYS (UML.E55 NOTED OTHERWISE) ALL GONORETE WORK SHALL BE IN AGGORDANGE AD1i 2-#5 BOTTOM IF DROP EXCEEDS 8'. B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.G.I. 530.1-13/A.S.GE. b-13/T.M.S. REVISIONS AGGORDIN6LY. SHALL NOT BE INSTALLED LESS THAN 10 FEET HORIZ. FROM A PERMANENTLY INSTALLED COOKING WITH AGI 318-14 AND AGI 501-10. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH AGI 530-13. 6. TIEHOpK BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK 602-16, SPECIFICATIONS FOR MAWNIRY 5TRUGTURE5 AND THE COMMENTARY ON 3. FINAL 516NED AND 5EAL.ED ENGINEERED TRUSS AND FLOOR SYSTEM DE516N NU5T BE SUBMITTED MECHANICAL NOTES APPLIANCE. PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS SPECIFICATIONS FOR MASONRY 5TRUICnO--5, TO THI5 OFFICE FOR REVIEW. TRUSS AND FLOOR SYSTEM DE516HE ,`, MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF THE DESIGN. THAN b FEET HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKIN5 APPLIANCE. 2. MINIMUM CONCRETE COVER OVER REINFORCIN6 SHALL BE: SLABS ON VAPOR BARRIER - 3/4' BEAMS AND COLUMNS - I I/2" FORMED CONCRETE BELOW GRADE-2" T, Ail ADDED BEAM REINFORCING SHALL EXTEND b" MINIM0.IM INTO G. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE BUILDING ENSURE C2.2.4 ANLE WITH THE APPROVED STRUCTURAL PLANS IN 4. TRJ55 AND FLOOR 5Y5TEM MANUFACTURER SHALL SUBMIT THREE (5) COPIES OF SHOP I. ALL HEATIN6, AIR CONDITIONIN6, REFRIGERATION AND VENTILATION EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE 'FLORIDA BUILDING CODE T. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 10' OF A ROOM USED FOR UNFORMED CONCRETE BELOW GRADE-3" t�•UpT'ORT UNLESS OTHERWISE NOTED. S OTHERWISE NCE WITH AGGORDANOE WITH SECTION 21222.4 FB.C. S DRAWINGS AID EN6INEERIN6 CALCULATIONS SIGNED AMID SEALED BY A FLORIDA MEGHANIGAL° AND FLORIDA BUILDING GORE ENERGY CONSERVATION. 5LEEPIN6 PURPOSES WHEN THE BUILDING HAS A FOSSIL BURNING HEATER OR APPLIANCE, 3. REINFORGINI6 STEEL: GRADE 60 (FY=60.000) ASTM Ably/A 615M-Oq. S RG�R TI CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SpE.IFIGATI0N5. 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT RE615TER D ENGINEER, OF THEIR tDE516N FOR REVIEW INCLUDING TWO (2) COPIL-5 FOR ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRAWINOiS IS 2. A 4" CLEARANCE IS TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. A FIREPLACE, OR AN ATTACHED 6ARASE. PRIMARY POWER SHALL COME FROM THE BUILDING WIRING WHEN SUGH1 WIRING 15 SERVED BY THE LOCAL POWER UTILITY. SUCH 4. "THE SUFFICIENT TO MAINTAIN A CLEAR, UNOB5TRUCTFD GONT. CELL. A COURTESY BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVES THE 3. PROVIDE FIRE ALARMS SHALL HAVE BATTERY BACKUP. IF USED, A COMBINATION SMOKE/ CARBON MONOXIDE ALARM SHALL BE L15TED OR LABELED BY A NATIONALLY DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH MANUAL q. O1HE-0UARTER OF MAXIMUM BOTTOM REINFORGIN6 STEEL AREA OF EITHER ADJACENT MANUFACTURER OF HIS RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY DAMPERS AT SUPPLY AND RETURNS WHICH PA55 THROU6H RATED REWeNIZED TE5TIN6 LABORATORY. OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" A5 PUBLISHED AM 5HALL BEEXTEND THRU SUPPORT AND LAP WITH A CLASS "A" TENSION LAP SPLICE T. GLEANOLIT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT INTEGRATES WITH THE ARCHITECT/ EWINNERS SUPERSTRUCTURE. IF THERE 15 ANY A55EMBLIE5 IF ANY. BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. ON rITHER SIDE OF SUPPORT. EACH LIFT OVER 4'-0' HIGH. GLEANOUT5 SHALL BE SEALED AFTER GLEANING AND INSPECTION, AND BEFORE GROUTING. CONFLICT OR ADDITIONAL 5TRUGTURE NEEDED, THE TRUSS AND FLOOR SYSTEM COMPANY 5HALL NOTIFY THE ARCHITECT/ ENGINEER IN WRITIN6 OF THE SPECIFIC, 4. ALL DWELLING ROOMS MU5T HAVE HVAG TURNS RETURNS. REMAY BIK E DTED, 18. TAMPER RESISTANT RECEPTACLES ARE REQUIRED IN DWELLING UNITS IN ALL AREAS 5. ADEQUATE VERTICAL AND HORIZONTAL SHORIN6 SHALL BE PROVIDED TO SAFELY 10. MARK "G" IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT AREAS OF CONCERN. JUMPERS OR TRANSFER GRILLES SPECIFIED IN NEC 21052 FOR 125 VOLT, 15 4 20A RECEPTACLES PER NEC 406.11 SUPPORT ALL LOADS DURINJ6 CONSTRUCTION. REINFORCIN6 SHALL BE CONTINUOUS THRU THESE TWO BEAMS. STEEL NOTES 5. TRUSSES TO DESIGNED 70 CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. 5. A/C, MAY HAVE GONG. PAD OTHER APPROVED MATERIAL EXTENDIWS ABV. A INTERSYSTEM BONDING TERMINATION FOR CONNECTINJ6 INTERSYSTEM BONDING AND 6. DOWELS COLUMN AND WALL REIMFORGINI6 TO FOOTING WITH SAME SIZE AND NUMBER COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON INTS BP AD-101NIN6 GRADE OR SHALL BE SUSPENDED A MIN. OF b" ABV. ADJOININ& GRADE. 6R',^;NDIN6 GONDI.I'.TOR5 SHALL BE PROVIDED FOR TV, COMMUNICATIONS, RADIO, GATV, OF DOWELS AS VERTICAL BARS ABOVE. I. STRUCTURAL STEEL SHALL CONFORM TO THE AI5G "5PECIFIGATION FOR THE DESIGN, TRUSS DRAWIN65.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE PADS SHALL BE A MINIMUM 4'-O'xq'-0" PAD FOR DOUBLE UNIT. ETC. PER NEC 250.g4. (A) OR (B) T. REINFORCING SHALL BE LAPPED 48 BAR VIA. MIN. WHERE SPLICED AND SHALL FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDIN65' . MATERIALS SHALL CONFORM TO THE APPLICABLE A5TM SPECIFICATION AS FOLLOWS: W SHAPES - Agg2/ II, COORDINATION BETWEEN THE TRUSS MION AND AIR CONDITIONING DE51&N REQUIREMENTS. I 20. PER T5C-E 404.1 LI6HTIN6 EQUIPMENT. A MINIMUM OF -15 PERCENT OF THE LAB HER.STEE BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM OTHER 5HAPE5 - A36/A 56M-08, PLATES A36/A 36M-0b, BOLTS - A 30T-14 TUBULAR - PLUMBING NOTES IN PERMANENTLY INSTALLED LI6HTINl6 FIXTURES SHALL BE HIF44-EFFICAGY LAMPS, REINFORGIN6 AT EACH FACE. LAP 48 BAR VIA. MIN. ASTM A500/A50OM-13 GRADE B (46 K51) b. ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL F'a-AM5, 8. PLACING DRAWIN65 ON BAR L15T5 SHALL CONFORM TO A0I5 "MANUAL OF STANDARD COLUMNS, AND FOOTIN65 UNTIL REVIEW OF APPROVED TRU55 AND FLOOR 5Y5TrM DRAWIN65, 516P"ED AND SEALED BY A FLORIDA RE615TMM EN6INEER. I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, 21, BOXES AT LUMINAIRE OUTLETS: BOXES USED AT LUMINAIRE OR LAMP HOLDERS IN A CEILING SHALL BE pESI&NW PO THE PRACTICE FOR DETAILIN & REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDIN6 SOCIETY F.B.C.lUJMINAIRE PURPOSE AMID BE REQUIRED TO SUPPORT A SHALL WEIGHING A CONCRETE REINFORGIN6 STEEL INSTITUTE UNLE55 NOTED OTHERWISE. "5TRUCTURAL VELDIN6 WELDS SHALL ELECTRODES FOR FIELD AND SHOP WELSHALL BE T. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, joF AND 2. ALL PLUMBING FIXTURES FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 6043,FB.G. MIN, OF 23K6 (50 LB). NEC, 3142'tA. AA5. A5.1 E'TOXX. BOTTOM EACH STUD. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH FB.G. PLUMBING CODE CHAPTER 11. 22.PROVIDE ADEQUATE GH.EARANGE FOR ELECTRICAL EQUIPMENT REQUIRING SERVICE WHILE 4. ALL PLUMBING PENETRATIONS MUST A MINIMUM FROM ROOF JACKS, ENBt61ZED SUCH AS 5ERVIGE EQUIPMENT, PANEL BOARDS, DISCONNECTS ETC. A5 PER NEC 11026 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFFFF THE E BUILDING. 6. SHOWER COMPARTMENTS AND WALLS ABOVE BATH TUBS WITH SHOWER HEADS 5HALL 23. ALL 6FI SHALL BE INSTALLED IN READILY ACGE551BLE LOCATIONS PER NEC 210b, PROPOSED RESIDENCE FOR: BE FINISHED WITH A SMOOTH, NONAB50RBENT SURFACE TO A HE161-T NOT LE55 THEN 'ID INCHES ABOVE THE DRAIN INLET. CODES USED: CA U F I E L D/ T I KN I S LOAD SCHEDULE - FLORIDA 5U,LDIN6 CODE 67H ABBREVIATIONS EDITION (2011) 10 �j_& FLOOR VE � - FLORIDA BJILDINS CODE - RESIDENTIAL 6TH EDITION (2011) ABV ABOVE EXT. EXTERIOR M.G. MEDICINE CABINET SMS SHEET METAL SCREWS ST' LL'('tT ,.n71.r�,, RTTILDT+ _ SION OROUND 60 100 - FLORIDA FIRE PREVENTION GORE 6TH EDITION WITH NFPA 101-2015 EDITION AFF ABOVE FINISHED FLOOR F.B.G. FLORIDA BUILDING GODS M.R.H MEAN ROOF HE16HT 5T. 5TIRRAPS M.T. METAL THRESHOLD STL. STEEL RFViEW>rD FOR CO.15PL :N -NEC, ROTA AHU AIR HANDLER UNIT F.R. FIRE RATED BF BI FOLD FIR FRENCH ODOR MAX. MAXIHJM SW 5WITGHi REVIM1'El) �Y - _ - ASCE- 1-I0 B.P. BI PASS BILK. BLOCK BLW. BELOW BR5. BEARING BTM. BOTTOM GL&. CEILING GMU CONCRETE MA50NRY UNITS COL. COLUMN CONG. CONCRETE C5MT. CASEMENT DBL. DOUBLE DIA. DIAMETER D15P. DISP05AL DP DE516N PRE55URE DR. DOOR DW DISH WASHER E.E. EACH END ELEC. ELECTRICAL EL.EV. ELEVATION E.S. EACH SIDE FIN. FINISHED MFR. MANUFACTURER FL. FLOOR MICRO MICROWAVE 6.T. 61RDER TIRMS MIN. MINIMUM 6A. &AUSE M.O. MASONRY OPENING 6ALV. GALVANIZED MONO MONOLITHIC 6FI 6ROUND FAULT INTERRUPT M. METAL GL. 6LA_% O.HD. OVER HEAD DOOR 6WB 6YPSUM ABOARD O/C, ON CENTER GYP. BD. &YP5UM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT H6T. HE16HT P.5.F. POUNDS PER SQUARE FOOT HP5. HOOPS P.5.1. POUNDS PER SQUARE INCH HR HOUR P.T. PRESSURE TREATED H5 HORIZONTAL 5LIDIN& PART'N. PARTITION HVHZ HIGH VELOCITY 4URRIGANE ZONE PKT. POCKET INS. INSULATION PLYWP. PLYWOOD INT. INTERIOR R.O. ROUGH OPENING L6. LONG 5.0. SOLID CORE LIN. LINEN 5.6.0. SLIDING 6LA55 DOOR LT. L16HT SF 5QUARE FOOT L.T. LAUNDRY TO 5H 51N OLE HUNG ELECTRICAL SYMBOLS LEGEND QD DUPLEX RECEPTACLE/ ARC, FAULT INTERRUPT AT 12" A.F.F. QD DUPLEX RECEPTACLE B AT BASE Q� DUPLEX RECEPTACLE ATV' ABV. COUNTER DUPLEX RECEPTACLE 6F1 GROUND FAULT INTERRUPT DUPLEX RECEPTACLE QD c AT 8" ABV. COUNTER �I GROUND FAULT INTERRUPT Q� DUPLEX RECEPTACLE TOP REG. SWITCHED DUPLEX RECEPTACLE �r� 6P1 WATERPROOF 6ROUND FAULT INTERRUPT uc DUPLEX RECEPAIGLE UNDER COUNTER QUADRUPLEX RECEPTACLE DUPLEX RECEPTACLE FLUSH IN FLOOR 220 V. RECEPTACLE AT 12, A.F.F. TSINGLE RECEPTACLE DEDICATED 51NOLE RECEPTACLE DEDICATED SWITCHED !h *D 51NFeLE RECEPTACLE DEDICATED UNDERGOUNTER Qj DUPLEX RECEPTACLE- ARC, II FAULT INTERRUPT a 12" A.F.F. DUPLEX RECEPTACLE TOP REG. SWITCHED ARC, FAULT INTERRUPT SWITCH SINGLE POLE SWITCH s THREE WAY �7 SWITCH I4 FOUR WAY SWITCH DIMMER K SWITCH KEYED - • -- - •- - IFA - §;q.QAC a� T.B. THROUGH BOLT T.O. THRGU&H OUT T.O.B.B. TOP OF MASONRY BOND BEAM T.O.PL. TOP OF WOOD PLATE T.O.TB. TOP OF TIE BEAM TYR TYPICAL U.N.O. UNLESS NOTED OTHERWISE UL UNDERWRITERS LABORATORIES V.I.F. VERFY IN FIELD WA. WEDGE "HORS IN WITH WG WATER CLOSET WD. WOOD TELEV15ION JACK 4 PREWIRED HVAG THERM05TA1 O INTERCOM AT 60" A.F.T. (� SECURITY KEYPAD DOOR 4 CHIME n PUSH T 13OT70N ® TELEPHONE OUTLET AT 12' AP.F. TELEPHONE OUTLET FLUSH IN FLOOR DEDICATED V DATA LINE C.V. Y CENTRAL VACUUM RECEPTACLE SECURITY LIGHTS DATE I PLANS AND PERNUT 8 KEPT ON JOB OIL NO INSPECTION WILL BE 1"E. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH A" ApPUAA&W CODES, FAN ® Box JUNCTION BOX PADDLE FAN W/ OR WO/ L16HT FLOLRE50ENT L16HT FIXTURE FLOURESGENT LIGHT FIXTURE INCANDESCENT L16HT FIXTURE GL6. MINTED. INCANDESCENT LIGHT FIXTURE WALL. MNTED. HI HAT ® GL6. MOUNTED R HAT ® VAPOR PROOF RECESSED O EYEBALL © CARBON MONOXIDE DETECTOR 4. ME THE R,;;rONSi5i6;i CONTRACTOR OF RECORD ST LUCIE COUNTY, FL ® LOW VOLT. SMOKE DETECTOR ® SMOKE DETECTOR EXHAUST FAN F L EXHAUST FAN 1LI6HT COMBO SPEAKER IN GL6. LV DOOR RELEASE n VOLUME Y CONTROL SWITCH E::P DISCONNECT BREAKER I® PANEL n F.P.4L. METER 4 DISC. IN LOW VOLTA6E TRANSFORMER PLAN / ELEVATION SYMBOLS LEGEND # DETAIL SCALE DETAIL owc SCALE # SECTION owc. SCALE # SECTION owc SCALE # INTERIOR ELEV. SCALE 1 4 owG. 2 INTERIOR 0 ELEVATION 3 ODOOR LABEL OWINDOW LABEL G# COLUMN LABEL F# FOOTING LABEL, ROOF 30 25 55 TOP CHORD 50 15 BOTTOM CHORD 0 10 BTM. CHORD -ATTIC 10 0 Mon-caeLRr+�Hr) WIND; ULTIMATE WIND SPEED = 110 mph. NOMINAL WIND SPEED = 02 mpk RISK CATA60RY = II BUILDING DE516N AS ENCLOSED INTERNAL PRESSURE COEFFICIENT = +/- 0.18 EXP05URE CATE60RY = G MEAN ROOF HEI6HT = I6-10` ROOF DEAD LOAD FOR WIND A NOTE: THIS STRUCTURE 15 DE-51&NED IN ACCORDANCE WITH CHAPTER Ib OF THE FLORIDA BUILDING CODE AND A5CE1-10. ❑# SHEARWALL LABEL 541 BEAM LABEL 000# MAX. TRU55 CONNECTOR TO �B AREV15ION N NORTH ARROW BREAK LINE 0 2 8' SCALE: 1/� 6RAPHIG SCALE C--=-_j 0'-0" FIN. FL. SLAB DRAWING INDEX G-I COVER SHEET A-0 50HEDU_E5, DETAILS, PLUMBIN O RISER A -I FLOOR PLAN A-2 ELEVATIONS A-3 ELEVATIONS 4 SECTIONS FAA-1 PRODUCT REVIEW AFFIDAVIT 5.1 FOUNDATION PLAN 5-2 FRAMING DETAILS 53 FIR MIN5 PLAN 5-4 BRA' IHIS PLAN E-I ELECTRICAL PLAN 5ROVT FILLED CELL 5a FOUNDATION PLAN NON -BEARING FRAME CONSTRUCTION BEARING FRAME CONSTRUCTION FRAME CONSTRUCTION ABOVE OR BELOW BEAM HE16HT CHAN6E FLOOR ELEVATION POT5HELF HE16HT A5 NOTED _71 = _ F T- PLAN OR ARCHED OELEV. SEE I HOUR FIRE RATED WALL MA50NRY CONSTRUCTION TYPICAL revisions no. dat REV #1 5/8/ b BLD6 CMTS REV #2 6/VI8 BLD6 GMT5 designed PAR drawn PAR checked K6 date 11/2/117 scale 1/4" = 1'-O' (U.N.0) job no. 11-002 . GAU QUA QUANTUM ENGINEERING ASSOCIATES INC. SbactumlEnglnee ing & Ca tSeg(egatwn 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 WW W.QEhSSOCIATES.COM Shawn M. Stambaugh, PE FL LIC. 61850 - CA 28210 CiIIIJ W (fr `r � Z QQ W O > W I 0 O C W W o o u) LL W J d. U M C/) m M _O 00 0 M M 1:TS as U) U c i L U < W v J QO LO C/) CO C ^ L.L. 0 N U Ufa � ti J drawing COVER SHEET sheet of 150 AMP ELEC. PANEL "A11 10,000 AIC RATED CIRf, DESCRIPTION POLE 5KR WIRE KVA. I00% T00% KVA. WIRE 5KR POLE I DESCRIPTION GIRD. I AHU HEAT PUMP #I 2 60 6 O 10.0 O O 8 40 2 COMPRESSOR MI 2 3 5 GOOKTOP --------------- 2 L50 -- 6 --- 12.0 -- O -- 0 ------ 5.0 10 --- 50 -- 2 --- DRYER ----------- 6 --- _ q_ HOM___ _ 1- 20 12 1.2 0 O 15 12 20 I WASHER_______ 10 _ II_ MICROWAVE_____ _ 1- 20 12 1.2 - O O IA _I2 20 1 6ARBA&E DISPOSAL 12 15 --- DEL OVEN ----------- ----------- 2 --- --- 50 -- -- 6 --- --- 12.0 -- -- O -- -- O -- 1.2 --- 12 --- 20 1 --- DISHWASHER ----------- _ 14 15 --- O -- 05 --- 12 --- 20 -- 1 --- BATH CFI REGEPT. ----------- _ 16 1-1 --- REFRI60WOR ----------- 1 --- 20 -- 12 --- 1.2 --- O -- O ------ 05 12 --- 20 -- 1 --- BATH CFI RECEPT. ----------- _ 16 19 --- U.G. REFRIGERATOR ----------- _ 1 _ 20 -- 12 --- 1.2 --- O -- O -- 0.3 --- 12 --- 20 -- 1 --- EXT HP CFI RECEPT. ----------- 20 --- _ 21_ E.W. HEATER ----------- - 2- 25- -- 10 -- 45 --- O -- O --- --- 0.6 -12 _ 20 -- --- lyP fzF1 RF/FAT _ 22 23 O O!H 12 20 I O.H. DOOR OPENER 24 -25- - SPARE ----------- --- -- ------ - _ O -0.4 ----- _12 - 20 -- 1 --- O.H. DOOR OPENER ----------- 26 --- -2T- - SPARE ----------- --- -- --- --- -- ------ --- -- --- SPACE ----------- -26 29 --- SPARE ----------- --- -- --- --- -- ------ --- -- _-- SPACE ------ ----- _50 -31_ SPARE - ,--- SPACE ------- 52 55 SPARE --- SPACE -34 55 --- SPARE ----------- --- -- --- --- -- -- --- --- -- SPACE ----------- - 56 --- SPARE ----------- --- -- --- -- -- ------ --- -- -------------------- SPACE - W 34 Spq� --- SPADE _40 _41_ SPARE 1 _-- SPACE ------- 42 SM TOTAL 55.5 10.0 O 11.6 `-M TOTAL TOTAL(NO A/G) 44.80 Ist 10,000 at 100% = 10.00 REMAINDER AT 40% = 15A2 A/C LOAD AT 65% = 6.50 TOTAL - 50.x 1000 / 240 = 126.15 AMPS THIS PANEL 150 AMP ELEC. PANEL 11611 10,000 AIC RATED GIRO. DESCRIPTION POLE BKR WIRE KVA. 100% 100% rVA. WIRE BKR POLE I DESCRIPTION GIRD. I AHU HEAT PUMP02 ----------- 2 --- 60 -- 6 --- O ------ 41h O ----- O_ -- 8 --- 40 -- 2 --- GOMPRE550R M2 ----------- 2 5 --- --4 5 KITCHEN LIGHTING I 15 14 055 O O 10 12 20 I SMALL APPLIANCE -_6 _ -I- GENERAL LISHTIN6 I 15 14 0.55-- O O 1.5 12 20 SMALL APPLIANCE --a q GENERAL LICHTIN6 1 15 14 055-- O O OJa 12 20 1 BRKFST RM REGEPT. 10 II --- CENERAL LI6HTINC ----------- I --- 15 -- 14 - -- 055 ------ O O -- - OJ0 --- - - 14 - 15-- -- - I GENERAL LIGHTING ----------- 12 --- 13 --- GENERAL LWHTINC ----------- 1 --- 15 -- 14 --- 035-- O O ------ 053 14 - ------------------------- 15 1 GENERAL LIGHTING 14 is 6ENERAL L1644TINC 1 15 14 055 O O ----------------------------------- 055 14 15 1 CENERAL LI6HTIN6 16 1-1 GENERAL L16HTIN6 1 15 14 055-- O O OJO 14 15 I GENERAL LIGHTING 16 Iq 6ENERAL LI6HTINC 1 15 14 055-- O O 005 14 15 1 604ERAL LICHTIN6 20 -21- GENERAL LI6HTIN6 ----------- 1 --- 15 -- 14 --- 055 ------ O -- 0.55 --- 14 --- 15 -- 1 --- 6ENERAL LIGHTING ----------- 22 --- 25 GENERAL LISHTIN6 I 15 14 035 O 035 14 15 I GENERAL LISHTIN6 24 25 SPARE ---_-- O OJ 14 15 1 GENERAL LIGHTING 26 2-I SPARE O a" 14 - 15 1 CC ENERAL LIHTIN6 26 - 29- - SPARE ----------- --- -- --- --- -- -- --- --- -- --- SPARE ------------- 50 -- 51 SPARE -- --- -- --- SPARE ----------- 52 --- 35 SPARE --- SPARE -54 -55 -- SPARE ----------- --- -- --- ------ -- --- --- -- --- SPARE ----------- 56 - -- 3'1 --- SPARE ----------- --- -- --- --- -- ------ --- -- --- SPARE ----------- 5& --- 59 --- SPARE ----------- --- -- --- --- -- ------ ................... --- SPARE ----------- -40 -41_ SPARE ----------- --- -- --- ------ -- --- --- -- --- SPARE ------- 42 --- SUB TOTAL 1 5.3 1 9.6 1 O 5-40 1 SUB TOTAL TOTAL (NO A/W 15.60 15t 10,000 at 100% = 10.00 REMAINDER AT 40% = 1.44 A/G LOAD AT 65% = 6.24 TOTAL - 11.66 x 1000 / 240 = 13.66 AMPS THIS PANEL (2) W115 OF (1) A/ AW6. T" IN 2' CONWIT (!)SET OF 0) 41 AW6. T" IN 1-1/4' CONDUIT 'A' �. ME1ER PANEL PANEL •q• g•A D15G DISC PALL PANEL 50A O 2 1 150A 150 A 150 2 150A 150A (Z* OR 02 CU 6ND. WIRE TO COLD WATER PIPE AND 14/6' COX 10' OU 50=PLEMENTAL 6R%W ROD AND TO ONE REINFORCEIN6 BAR IN s THE FOUVATION 20'-0' LONG MIN ELECTRICAL RISER DIAGRAM A.I.C. CALCULATIONS (2 x 40 x 26)94)ANOOV' x 240) = 1.75 0+05=.36 36 x 26W = g525.Og A.I.G. OF SERVICE = g525.04 A.I.C. RATING OF PANEL : 10,000 ELECTRICAL NOTES: A. HEAT STRIP LOAD 60VERN5 OVER COMPEW-0R UNIT LOAD. B. 6eNERAL L16H71NC CALCULATED 0 3,mv (sar-T) x 3 (XATr5W.FT) = g,576 / 16 OENL71641R) - 532 (WATT5Z4J C. CONDUIT SIZE, D. SEE 5L6-PALL GALOUL4TION5. R BRANCH CIRCUIT5 RUN IN ROMEX TOTAL LOAD CALCS. PANEL A' 135.W AMPS PALL 'B' g6 00 AMPS ........... ............ TOTAL CONNECTED LOAD 23158 AMPS HEAT TRAP (PBG 5-15-6-612.I.ABC21 TO HOT WATER FIX1URE5 AS SHOWN ON PLANS-x PROVIDE FULL PORT BALL 5HIlT OFF VALVES - PROVIDE PIPE UNION5, DIELECTRIC IF REQUIRED FOR 01551MILIAR METAL. THERMOSTAT AND PRESSURE RE61k.ATOR FLIRN15FED WITH WATER HEATER PROVIDE A DRAIN PAN, RUN OVERFLOW LINE TO EXTERIOR OF BUILDING AT 6' ABOVE 6RADE OR NEAREST APPROVED INDIRECT WASTE U DRAIN PAN WITH MIN. 2' HI6H SIDES ONLY ABOVE FIRST FLOOR SET HEATER THERMOSTAT TO 120'F WATER HEATER DETAIL 65 GALLON CAPACITY COLD WATER SUPPLY TO WATER HEATER PROVIDE A 210'F TEMPERATURE AND 150 P51 PRESSM RELIEF VALVE WITH TEST LEVER SIZED WITH A&A/66A TEMPERATURE STEAM RATING 10% OVER HEATER INFUT PROVIDE A HARD RELIEF VALVE DI5CHAR6E LINE FULL SIZE OF VALVE OUTLET TO RUN TO EXTERIOR OF BUILDING AT 6' ABOVE GRADE OR NEAREST APPROVED INDIRECT WASTE DRAIN VALVE BY HEATER MAN1F. CONT DOUBLE 2X4 TOP PLATE 112' MIN. SAO RE515. GYPSUM ON TRESSES 2X4 WOOD 5TWS AT 16' 0/C 1/2' MIN 6YF&W BOARD P.T. 2X4 WOOD SOLE PLATE ATTA0e7 TO SLAB W/ 516' WEDCE AZHORS AT 24' O/C (TYPICAL) �-INTERIOR MONOLITHIC FOOTING (SEE FOOTING SC BEARING WALL SECTION A� SCALE, 3/4' = I -O' TOSEAER PLUMBING RISER DIAGRAM (2) 010 5.M.5. TOP 4 BOTTOM O EACH SW FINISFW CEILING - SfE TYP. WALL SECTION 2x6 BLOGKIN6 0 CABINET LOCATIONS. FASTEN EA END TO STUDS W/ (2) 010 SM.S. EA END 25 C ISC CHANta SHAPED 5TW5- (20 STUDS 0 I6' O/C) (245nm O 24' O/C) W4 FUJ. LEWTN LAYER OF 112' TYPE 6YPSW WALLBOARD APPLIED VERTICALLY 4 ATTACHED W/ I' LONG BUISLE NEAV SCREWS TO EACH SIDE 0 12' O/C CONT. 25 6AUISE METAL TRACKS TOP 4 BOTTOM COW, FLOOR SLAB NILTI PINS .145' DIA x P L6. 0 16' O/C W/ 1' WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 314' = I E7' (2) MIO 5.M5. TOP 4 BOT rOM O EACH SW EIV FINISHED CEILING - SEE 0 TYP. WALL SECTION �J CANT. 25 GAUGE METAL TRACKS TOP 4 BOTTOM W/ (1) 410 SMS a 24' O/C 25 6ALISE CHANNEL SHAPED STUDS 24' O/C WI FULL LENSTN LAYER OF O 1/2' TYPE 6YPaH WALLBOARD APPLIED VERTICALLY 4 ATTACHED W/ I' LONG BUGLE HEAD SGRENS TO EACH SIDE O 12' O/C, GONG. FLOOR SLAB RLTI PINS .145' VIA x 1' L6. 0 16' 0/C W/ I' WA5NER5 TYPICAL INTERIOR PARTITION SCALE 314' = 1'0' MS� BAR SINK WINDOW SCHEDULE MARK TYPE STYLE P NOTES WIZ H +D - 001 SH25 SINGLE HUNG 3'-2" 5'-5" 39.01 51.54 002 SH25 SINGLE HUNG 3'-2" 5'-5" 39.01 51.54 003 SH24 SINGLE HUNG 3'-2" 4'-4" 31.53 34.37 004 SH24 SINGLE HUNG 3'-2" 4'-4" 37.68 41.08 005 F.G. TRANSOM ARCHED 6'-4" 3'-0" 39.01 42.41 Arched f.G. Trans. Abv. 006 SH24 SINGLE HUNG 3'-2" 4'-4" 37.68 41.08 007 F.G. TRANSOM ARCHED 6'-4" 3'-4" 38.27 41.66 Arched f.G. Trans. Abv. 008 SH25 SINGLE HUNG 3'-2" 5'-5" 37.21 40.61 009 SH25 SINGLE HUNG 3'-2" 5'-5" 37.21 40.61 010 F.G. TRANSOM ARCHED 6'-4" 2'-9" 39.01 42.41 Arched f.G. Trans. Abv. 011 SH23 SINGLE HUNG 3'-2" 3'-4" 40.07 43.47 012 GLASS BLOCK 3'-6" 2'-10" 40.07 43.47 013 SHH34 SINGLE HUNG 2'-4" 5'-5" 40.07 43.47 014 SHH34 SINGLE HUNG 2'-4" 5'-5" 40.07 53.65 015 SH25 SINGLE HUNG 3'-2" 5'-5" 39.01 51.54 016 SH25 SINGLE HUNG 3'-2" 5'-5" 37.21 47.93 017 SH25 SINGLE HUNG 3'-2" 5'-5" 37.21 47.93 018 SH36 SINGLE HUNG 4'-6" 6'-2" 35.63 39.03 019 SH36 SINGLE HUNG 4'-6" 6'-2" 35.63 39.03 020 F.G. PICT-OVAL 2'-0" 3'-0" 40.07 43 447 Obscure 021 SH25 SINGLE HUNG 3'-2" 5'-5" 39.01 42.41 Egress 022 SH22 SINGLE HUNG 3'-2" 2'-4" 40.07 43.47 023 SH25 SINGLE HUNG 3'-2" 5'-5" 39.01 42.41 Egress 024 SH24 SINGLE HUNG 3'-2" 4'-4" 40.07 43.47 025 F.G. TRANSOM 4'-0" 2'-0" 40.07 43.47 DOOR SCHEDULE MARK STYLE DOOR D.P. NOTES WD FHGT + - 001 OVERHEAD 8'-0" 8'-0" 35.40 44.32 Insulated 002 OVERHEAD 16'-0" 8'-0" 33.49 36.89 003 DOUBLE EXTERIOR 6-0" 8'-0" 1 36.15 39.55 Main egress do not shutter 004 DOUBLE EXTERIOR 5'-0" 8'-0" 36.46 39.86 Fr dr 005 SLIDING 4 PANEL EXTERIOR 16'-0" 8'-0" 33.49 36.89 006 SINGLE EXTERIOR 2'-4" 8'-0" 38.27 41.66 Fr dr 007 SINGLE EXTERIOR 2'-4" 8'-0" 38.27 41.66 Solid ext 008 SINGLE EXTERIOR 3'-0" 8'-0" 37.68 41.08 S.C. Dr. 009 SINGLE 2'-8" 8'-0" 010 SINGLE 2'-8" 8'-0" Solid core w/closer 011 SINGLE 2'-8" 8'-0" 012 SINGLE 2'-0" 8'-0" 013 DOUBLE 5-0" 8'-0" 014 DOUBLE 3'-0" 8'-0" 015 POCKET 2'-8" 8'-0" 016 SINGLE 2'-8" 8'-0" 017 SINGLE 2'-8" 8'-0" 018 SLIDING DOUBLE 6'-0" 8'-0" 019 SINGLE 2'-8" 8'-0" 020 SLIDING DOUBLE 6'-0" 8'-0" 021 SINGLE 2'-6" 8'-0" 022 SINGLE 2'-0" 8'-0" 023 DOUBLE 5'-4" 8'-0" 024 SINGLE 3'-0" 8'-0" 025 POCKET 2'-8" 8'-0" 026 POCKET 2'-8" 8'-0" 027 SINGLE 2'-6" 8'-0" 028 POCKET 2'-8" 8'-0" 029 SINGLE 1'-4" 8'-0" 030 SINGLE 2'-0" 8'-0" revisions no. REV 41 BLD6 CMT5 designed PAR drawn PAR checked K& date I/2/17 scale 1/4' = I'-0" (UN.O job no. 11-002 . CAU QLA QUANTUM ENGINEERING ASSOCIATES &Mcf /'.graeermg&C6WSegregatg 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 334 www.aEnssocwTEs.coM Shawn M. Stambaugh, PE FL LTC. 6100 - CA 26210 LU U o Z Y O W t 0 z J � ov W o W Qz J � J U M /) rn _o CD CO M p a W O C) VJ Ca CI) cc Q W J � CIN Q O Z � CC CL + L[ 0- r- drawin SCF�EDULE. DETAILS & PLUMB. RISE DIAGRAM sheet A-0 of r v 15 SITTING 10'-01 G1.6. 11 AID COV'D o05 LANAI 10'-0" GL6. 14 13 12 3. oil III III IIIIII ilia 11111111111 111101saaamas!4011 111111111111 Mill 11111011111111a o11111111101 R IS 1 BENCH Q W. I I uN - 10'-0 GL6. E5 G.T. SHOVER / \ 0:2 57E HALF WALL ( 1 - I I I m I MASTER I I I o26 . BATH SUITE I o' o• GLs. Q O Q I DOFF. GL.6. 10'-0' TO III -OM 025 e O B -O m I n ARCHED SOFFIT ABV. 10'-0" GL6. o 0 � I I ( IR 15 7. 77 \ / 2 4 VARIN6 WALL UNIT AREA GREAT ROOM 10'-0" GL6. LOW GAB a STUDY 8 14'-0' 01-6. \ 4'-101/2" " \\ 0 TOP OF ARCHED \ b" THK FOYER T BOT O b'-0" OPENIN6 \\ 023 A D REG V. TO MATCH • 10' q" 4 \\ TRANSOM ENTRY APE EA. SIDE IN Q GOOK1 r / v / KITCHEN III • I c In I ND roy. z I 1 2 ENTRY V -I I6'-61,GL6. $I m 3'4" 4'-b" � I'�" nub aril Q i �W=wow � Ira PAVERS BY 6.G. r 4 N 11'-2" In HB Z OI6 013 12 IN `^ I ----- -----------I 4 � I o30 o v" BED M 3 I V aV 1 10'-0" L6. O BATH ols � 1 In I 10 'GL6. I TUB/ 5HW2 MBoa a 23 22 17 2 CAR GARAGE LAU 10'-0" GL6. N 10'-O" 6. R-11 MIN BATTS VUY2' THK Ad 6 BOARD EACH L_<J SIDE IN ARA6E 00 BOLLARD FOR HATIa Z HEATER PROTECTION A5 RBO IIREV BY FBG-R EYI.H. 2014 5TH EDDITION PANEL 8Ht 1 (25 PAD A x+ A-3 9'-62" I. 4'-4" ATTIC VENT CALCULATIONS MAIN HOtA5E CEILING AREA RATIO TOTAL NET FREE VENTILATING AREA SN7 S.F. o50 m78 SO. FT. OR USE 214'-q' MIN OF 2' WIDE SOFFIT VENTING OR USE OFF R06E VENTILATION PER VENT CALCULATIONS AIR CONDITIONED AREAS GROUND FLOOR 2944 SF CART GARAGE 249 SF 3192 SF NON CONDITIONED AREAS 2 CAR GARAGE 523 SF COV'D LANAI 813 SF COVERED ENTRY 96 SF 1432 SF GROSS AREA GROSS AREA 4625 SF 7 4" 0 I I I I I I I I I I A/C STOR. ROOM l dJ R-11 MIN. B TTS, YVY2" THK 6YP5LH BqARIO EACH SIDE IN GARASE DISCONNECT FINAL LOCATION BY 6.G. FLOOR PLAN 50ALE : 1/4" = I'-OI' 2 • d- revisions no. REV #I BLD6 OWS, designed PAR drawn PAR checked K6 date 11/2m scale 1/4' = 1'-0' (U.Nj job no. 11-002 . CM QUA QUANTUM ENGINEERING ASSOCIATE RIUCA IEaglaeerlag& Cost&Wrega[ 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS. FLORIDA 33 WWW.OEA590CIATE .COM Shawn M. Stambaugh, PE FL UC. 61850 - CA 26210 U5 W C) z QQ Y O w > U_ Q � Z J 0U w Q IL ZZ W J � N J U � n M _o CD p co ca �U-1 V J = E: 0 � w a)• M ° � = a Q _, T 0 Z U) a /Q L.L 2 l) a_ P drawing FLOOR PLAI sheet A-1 of FINISH ICI ICI 1=1 11_I LOW LOW ini 1=I ::::: IN 11— WIN ICI ICI �I ICI ICI ICI I ICI �'��� _I _I 101 � ��II ICI I I _I 0I FOR nI -I ICI ICI �I WI rn ' ��1■ e e v - RAfSW Z �� © BRACKET DETAIL v FAUX FOAM BRACKETS W/ REAR ELEVATION SCALE: 1/4' = V-OII \—RAISW BAND We GEMENTITIOUS FINI OPEN a RIGHT ELEVATION SCALE: 1/4' = V-O' 51LL5 W.5MOOTH ME IENTITIOUS FIN15H FRONT ELEVATION SCALE: 1/4" = 1'-0' " T.OBB. TABB. W/SMOOTH FINISH D BAND MENTITIOUS FINISH V BAND MENTITIOU5 FL. SLAB Ib'-b' T.OBB. 14'-0' TABB. 10'-0. T.OBB. O.BB. lqio OBB. OBB. IOLDIN& MENTITIOUS EMENTITIOU5 BAND MENTITIOUS RONT ONLY revisions no. date REv MI 5/8/18 BLDG CMTS designed PAR drawn PAR checked Ko date II/2/I1 scale 1/4' = P-O" (U.NO) job no. I1-002 . CM QUA QUANTUM ENGINEERING ASSOCIATES INC. SdvctaralBngt .,.g& CatSegreg0A0A 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 Shawn M. Stambaugh, PE FL UC. 615M - CA 26210 VJ w �'rr VJ Q z 0 I- >- `� W I 0 O W Z _U) L.L Z W Q N J d U C/) m O _O 00 O M L1J a �, Cv M M 00 a _ U CD 0 .�mq Q w ZU)cp= J � � ao I � N U Lo a- ti J drawing ELEVATIONS sheet A-2 of revisions no. dC- REV #I 5/E BLD6 GMT5 A r IX2 MIN. P.T. BUCK SET IN STIJGGO FINISH GONG. OR MASONRY SEALANT. AND NAILED W/ I-1/2' CA5E HARDENED COIL PERIMETER SEALANT NAILS AT 12" 0/0. MAX. GONG. OR MASONRY 2xb P.T. BUCK SET IN SEANT FASTEN4" GONG. OR MASONRY Ix6 P.T. BUCK SET IN W/ 1//44'' VIA SEALANT AND NAILED TAPGON5 3" FROM EE. '.. o po'., W/I-1/2" CASE HARDENED .: {}qo o AND b" 0/6 MAX. R.Min COIL NAILS AT 12" 0/G. Q o o MAX. TRIM DRYWALL BOADOOR GAULKIN6 DOOR FRAME ALUMINUM FRAME, FASTENDRYWALL BOARD FASTEN TO BUCK W/ TO STRUCTURE THRU BUCKCAULKING (2) #6 6ALV. x 2" W/ 3/16" TAPCON SGREW5 5GREW5 a 2'-0" 0/G • 12' O/G. MIN. 1-1/4' EMBED DOOR DOOR TRIM METER SEALANT FASTEN THRU BUCK W (2) 3/I6"x2-1/2' TAPCON PERIMETER SEALANT 5CREWSa2'-01101G STUCCO FINISH HEAD DETAI (WINDOW) JAMB/HEAD DETAIL (S.G.D.) HEAD/JAMB DETAIL (DOOR) DOOR THRESHOLD SET FRAME p FpsN IN BED OF CAULK d `ALUMINUM SECURE FRAME TO SILL TO BUCK W/(2) 3/16'x FASTENED TO SILL W/ WITH 51LIWNE 2-I/2' TAPGON #B x 1 1/2' SGREW5 1L/ SCREWS a 2'-0" O/C • Ib' 0/0 �GAULKIN6 PERIMETEETE R SEALANT FLOOR COVERING FLOOR GOVERI% ,Qqo 00 . .o Oo a 0 0 PRECAST OR POURED o. o.,y 010 0 . O O . 04 �-� 'o SILL W/ I #5 BAR EiROUT BED GONG. FLOOR 5LAB PERIMETER SEALANTCONCRETE SLAB PERIMETER SEALANT STUCCO FINISH SILL DETAIL (WINDOW) SILL DETAIL, (S.G.D.) SILL DETAIL (DOOR) ALUMINUM FRAME, FASTEN CON.. COLUMN TO STRUCTURE THRU BUCK HEATHER 5TRIPPIN6 BY PRE -EN& TRUSSES W/ 3/16" TAPCON SCREWS DOOR MANF. a 12" 0/6. MIN. I-1/4' EMBED 6ARA&E DOOR 6ALVS.VK PERIMETER SEALANT BY MANFTFARDAO 5T0000 FINISH TRACK BRACKETS W GONG. OR MASONRY I/4"-20A/2' GARRIASE Ix2 MIN. P.T. BUCK SET IN BOLTS d LOCK NUTS ALL EXTERIOR GEILI MATERIAL SEALANT AND NAILED 6ALV. 5TL. TRACK BRACKETS TO BE HY-RIB LATHE AND STUCCO WA-1/2' GA5E HARDENED FASTENED TO WOOD .IAMB W/ FASTENERS AT 24" O.G., EITHER COIL NAILS AT WO/C. 3/I6"xl-1/4' LAS 5GREW5 I-3/4' MIN EMBEDMENT ROOFING 2x6 P.T. ATTACHED TO NAILS WITH WSHANK AND HEADS OR STAPLES WITH 5/4' DRYWALL BOARD COLUMN W/ 1/2" AB. • 2'-0" MFRS ATTAC4ENT METHOD 0/G d 3 I/2" MIN EMBED. 6 MIN EMBEDMENT LEFT d I /Ib'16 (I6 CAULKING 5HALL PREVAIL 44EN SBMITTED W COMR.ETE VERT. (6" MAX. FROM ENDS) 6A6E) JAMB DETAIL (WINDOW) FROMT APPROVAL W/ 3"X3'XI/4" 5TL. WA5HER5 JAMB DETAIL (GARAGE DOOR) EXT. PORCH CLG DET. #1 FIN15H CONCRETE ROOF TILE OVER 90* HOT MOPPED ON 30# FELT TIN TA66M TO 19/32" EXT 6RADE COX PLYWD. FASTEN ROOF PER MANUFACT. SPECIFICATIONS FOR 110 MPH WIND PER FB.C: R 2011 6TH EDITION (SEE DIAPHRA6M 5CHEOULE FOR ROOF 5HEATHIN6 NAILIN6 PRE-EN6. WOOD ROOF TRUSSS PATTERN o24" 0/0 TYPICAL W/APPROVED SAW. TRUSS ANCHORS EA. END VARIES _ (SEE PLAN) 6ALV. MTL. DRIP ON IX2 P.T. SOFFIT VENTING PER VENT GALL BOX ti- 5WJ6C8 OFFER HI RIB P.B. 6ALV MTL LATHE SLURRED TO TRUSSES FAUX FOAM. BRAGKET5/MOLDIN6 W/5MOOTH GEIVEHNTITI0U5 FINISH 3" TALL RA15W SMOOTH. GEMENTITIOUS BAND VU5MOOTH CEMENTITIOU5 FINISH 0 AREAS SHOWN ON ELEV.S 5/9," STUCCO FINISH OVER b' CONC. BLOCK I YY BLOCK REt N O'-0" T.0.5LA8 24" 12 SEE ELEV BATT INSULATION BIRD. APPLIED TO UNDERSIDE OF TWJSeS FIRE STOP CONT. MASONRY BOND/TIE BEAM 5EE STRUCTURAL DW6515GFEDULE5 CONT. METAL POUR STOP IX2 P.T. FURRING a 24' O/C W/ IN5UL.. SEE ENERGY GALL. - TYPICAL �yj R .IIR :fit FIN. FLOOR TO BE lb" MIN. ABOVE GROWN OF ROAD MIN. MONO. CONG. FOOTING SOFOTDA4 ALASN A TYPICAL WALL SECTION A-3 SCALE 3/4" = 1'0' NOTE: ALL WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLA551FIGATION OF NOT GREATER THEN 200 AS PER FBG R 2011 6TH EDITION NOTE: INSULATION MATERIALS, INCLUDIN6 FAGIN65, 5UGH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 200 WITH AN AGCOMPANYIN6 5MOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH A5TM E &4. NOTE: EXPOSED ATTIC INSULATION. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LE55 THAN 0.12 WATT PER 50UARE CENTIMETER EXP05FD FOAM PLASTIC INSULATION MATERIALS EXP05M ON THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS 5HALL COMPLY WITH SECTION R316 NOTE: R1023.1 MATERIALS. ALL 6YPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO A5TM G 36, C 19, C 415, C 514, G 630, G 931, G 9bO, G 1002,0 1041, G I ITT, G 1118, C I21b, G 1345 OR C 15416 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION. ADHESIVES FOR THE INSTALLATION OF 6YP5UM BOARD SHALL CONFORM TO A5TM G 551. NOTE: 9102.4.1 6ENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH At& AIO6.1, A106.4, A1063, A106h, AIOb.1I, AII&J, AIIb3, A136.1 AND A137.1. R102.4.2 CEMENT, FIBER -CEMENT AND GLASS MAT GYPSUM BACKERS. CEMENT, FIBER -CEMENT OR OLA55 MAT 6YP5UM BACKERS IN COMPLIANCE WITH ASTM L 126b, G 1525 OR C 1116 AND INSTALLED IN AGGORDANGE 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 TYPICAL WHERE FI5ER6LA55 PREFAB UNITS ARE NOT INSTALLED. LEFT ELEVATION SCALE: 1/4" = 1'-0' L&-b' TOBB. 14'-0. T.OBB. 1&-0' T.OBB. qV FIN. FL. . SL.A_ designed PAR drawn PAR checked K6 date I/247 scale I/4" = 1'-0" (U.N.0) job no. 11-002 . GAU QUANTUM ENGINEERING ASSOCIATES INC. SlraclurafEngmeering & CostSegregaman 300 AVENUE OF CHAMPIONS SUITE zso PALM BEACH GARDENS, FLORIDA 33418 WWW.OEASJ IATESZOM Shawn M. Stambaugh, PE FL UC. 618M — C.A. 26210 W �`Ir VJ Q z 0 > 0 FU) U) Z W o LL z w Q O J U M U) _O 00 OC° `Y' C� fr d �, CU 70 0 CC W ^ C � — C 0 c LC J CU ILL.Q W C- z -r� � ® LC) � N ti a a- _ drawing ELEVATION & SECTIONS sheet A-3 of A/C #I A/C #2 ELECTRICAL PLAN SCALE: 1/4" = 1'-0" revisions no. date REV *1 SIM 5WIS GMTS designed PAR drawn PAR checked Ic& date IM-1 scale 1/4' = 1'-0" (UNA) job no. 11-002 . GAU QUA QUANTUM ENGINEERING ASSOCIATES INC. Stmctn IE.Igin m.g & Cbst Segsegapon 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS. FLORIDA 33418 WWW.OEASSCCIAT .COM 6 W rr z Y o L` w /) =O J W C z O w N LL o w o J J Q 0') CL U rn U) m m C) 0- Tco 00 RI- 0 CO M W CU a 2 M ao r— ULL. v/^ Q.D C.O !r^^ V Q W =mot J + � CV < O zC/) C.0 u-) N ti U LO CL J drawing ELECTRICAL PLAN sheet E-1 of Building 1'ermit # 1803-0020 FLASHING NOTES: I. FLASHING TO CONFORM TO FBO-R'103b.1 AND 5ELF-ADHEARED MEMBRANE TIASHIN6 SHALL COMPLY NTH AAMA'111. 2. ALL EXTERIOR WINDOW AND DOOR FLASHING SHALL EXTEND TO THE SURFACE OF EXTERIOR WALL FINISH OR TO THE WATER -RESTIVE BARRIER FOR 51.1135E(AENT DRAINAGE AND SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: A. THE FE ESTPA71ON MANUFACTURERS MTTEN FLASHING INSTRUCTIONS. B. THE FLASHING MANJFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. C. IN ACCORDANCE HITH FMA / AAMA 100, FMA / AAMA 200, OR FMA / NOMA 250. D. IN ACCORDANCE WITH THE FLA5HIN6 METHOD OF A RESI5TERED CM16N PROFESSIONAL. E. IN ACCORDANCE NTH FMA / AAMA 100-12 FOR HOOD. F. IN ACCORDANCE NTH FMA / AAMA 200-12 FOR MASONRY G) )OOR,FASTEN PER PRODUCT APPROVAL AND SEAL NNDON OR DOOR FRAME TO P.T. HOOD BUCK AND MASONRY APPROVED PRODUCTS: TREMCO VULKEM 350 NF-R WATER PROOFING PRODUCT DRYLOK LATEX BASE MASONRY WATERPROOFING TYP. CMU OPENING WATERPROOFING - ISO PAA-1 SCALE 3/4' a I'O' Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Caufield/Tiknis Applicant: EXTERIOR CK HALL WATERPROOFING COATIN6 ON WINDOW SILL, JAMBS AND HEAD, APPLY AROUND CORNER AND EXTEND 6' ALL AROUND THE FACE OF THE HALL. 5 VD SILL. Paradise Homes Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows See plans +/- 55 psf MI Windows SH185 FL 17499.1 Impact 3/1611x3.25" Tapcons, 3" from ends & 12" o/c Mullions See Plans +/- 77.9 psf MI Windows V43 FL 15353.8 n/a Frame: (2)#10 x1.75; CMU: (1)1/4"xt .5Tapcons; Frame- Mull: #8x3/4" Fixed Glass See Plans +/- 55 psf MI Windows SH185 FL15349-R9 Impact 3/16"x3.25" Tapcons, 3" from ends & 12" o/c Block Glass n/a Sliding Glass Doors See Plans +/- 50 psf PGT SGD770 FL 251-R29 Impact 1/4"x3.75" Tapcons 6" from ends, & 16" o/c Swing Type Doors See Plans +/- 55 psf Thermatru Classic Craft FL 15037.3 n/a 1/4"x3.75" Tapcons @ 14" @ o/c max. French Doors See Plans +/- 55 psf Thermatru Classic Craft FL 6993-R5 Impact 1/4"x3.75" Tapcons @ 14" @ o/c max. Garage Doors See Plans +/-32 psf Clopay 6D4SW8 FL 15504.14IFL16546.3 n/a 2x6 PT Buck 1/4x2.75"Tapcons@6" O/C ori12" screw anchors (3) per side 5116 x 13/4 Hurricane Protection n/a (All doors and windows have impact glass throughout) n/a N/a Roof Ventilation See Plans LL Bldg Prod AR10 Ridge V FL5027.1 n/a Roofing Material UNDERLAYMENT 34.4 ft/lb/ft 41 ft/Ib/ft. Entegra Concrete Roof Tile FL7804.2 n/a Adhesive set sys.Tile Bond interm. 2 paddy noa 16-0222.01 N/A N/A TAMKO N/A FL 12328-R7 N/A (SSE ATTACHMENT INSTRUCTIONS) revisions no. date REV •1 SIM BLM CMTS REV 02 611/16 BLD6 CMTS designed PAR drawn PAR checked K& date I1/2/IT scale 1/4• = II-0" (U.NA) job no. 11-002 . CAU QUA QUANTUM ENGINEERING ASSOCIATES INC. SfmctaralEngmee g&CwtSegregattm 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 Shawn M. Stambaugh, PE FL IJC. 61650 — CA 26210 V J W rr V) Q z 0 Y O LU i' w I 0 IY III >- F- g O J O w Z �Q LL Z w o Q N J d C.)� ; m w o 0. _ � CD O CUM M W CID-0 (U ao � L`oL LO _ 0 � m tv�0 Qco W -'4-4t 0 J N Z C/) C0 C ti l[ a_ J drawing PRODUCT APPROVAL AFFIDAVIT sheet PAA-1 of MESH COLUMNS MIN. KSTV. HOOKS /Mr. BEARING HALL HELPED HIRE MESH, SEE SEE FRAMING PLAN WFEMLE TRANSVERSE RE5 BENT BARS AS ONLY AS REW. FRWV'SEESC4W SEE POOTIW x4f TRAN5VEW1E RMAR PM.DW WIRE 46e OC� '_zz r TOP worm 6CHW. 4 BAR DIA. 4 POOTIN6 RMAR CONT. REW r cer 1`900TINIS E0 EO SEE P0077NO SCM 50HED. 7 SCIHM. OMIT CENTER BAR OMIT CENTER BAR 55C 1 0 L tHEDULEE ONLY (2) RED kftW MY (2) REW. O EXT. CONT. MONOLITHIC INT—CONT. MONOLITHIC #5 &. - MATCHING DOWELS POR CONT AT COLUMNS 4S BAR p1A. MIN k�STD. HOOKS MID. OF WELDED HIRE MEW, 0MM5 1. SEE SCHEDULE MESH F . ;4 1 TOP BENT BARS AS I� �yf. REQ%7,5EE SCHED 3'MIN 1011 TRANSVERSE REW *IERE OCCURS 9EX THICKENED EDGE #1 I 22AW 5-CHEIP. S 8iN— A§F 4 40 d� I. FOOTINIS REBAR FOOTING 143 CONr MESH SCHM. SEE FOOTING SCHED. .5, MIN. CLR b" OMIT CENTER BAR IT XIIEN ONLY (2) REW. O EXT. CONT. MONOLITHIC 35 THICKENED EDGE #2 MASONRY COL" MATCHINO DOkELS 46 BARO/A. MIN. 6RAVE "TV. HOOKS -""It PAD REVAR Ea. 'SEEFOOTIN55CHEDW � EDGEBARS ALWAYS SEE REMAIN. SPACE OTHER!' EQUALLY OISOLATED PAD ,50 MATCHIN5DOW15FOF COL04N5 40 BAR 01A MIN. XSTD. Hoors WELDED HIRE PAP REEAR MESH (SEE i i SEE POOTIN6 SC+W 5C�HEPULZ WISE BARS ALWAYS REMAIN SPACE OTHERS EQUALLY. 14 SEE OTHER Ea. DETAILS FOR SEE SC LE fOOTIN5 BEYOND U9 EXT. MONOLITHIC AT PAD Is" r_p__1 KFE L_— J F r- a5 F0. L J� ETE-2 3'-4" I. 5'4" C4 F - - ------- ------------------------ I a F2 tHB — — — — — — — — L RNO F—TE--1FI 101-101, 4' FI _J F 7-6- '111-3 1/2. 1 L 0 00 JL ON 0 OF11 J.:2 0 L A J 5 ID I oil 4-6 .1"14 05 II G2 If C:2= 2 TE-2 F- F- 11/2' 0 W RII I o L.Q CJ J 4 , DN SLAB 5 1/2' SLOPE ON 15" 101_01_� L -1 FOOTING SCHEDULE DETAIL MAW Sar, 0*0) RE1WORZ1W VESCRIP'VON NO. #5 CONT - I TOP $ 2 STM. EXTERIOR MONOLITHIC r-i /boxid5oxcomr. W SINGLE LAYER OF MESH ONE STORY I KAJ #5 CONT. - I TOP 41! 2 OTM. EXTERIOR MONOLITHIC r--2 /box/bOXCIONT W SINGLE LAYER OF ME5H AT SHOT BR RECESS I I-r aAlEp r-5 3LO' x 5LO' x 12' W4 05 E-K BTM. PAD 7 ISOLATED F-4 54m x 3'-6'x 12' W4 V E.K B77q. PAD 7 ISOLATED F-5 7'-0' x 4'00 x 12' W #5� a 12, O.C. E.W. STm. PAD 7 P AD AT EXTERIOR r-6 2W X 26'x 12' V Ex aim MONOLITHIC Iq PAD AT EXTERIOR r-7 .9'-O'x 3'-O'x 121 W4 #5 EX 57M. MONOLITHIC iq PAD EXTERIOR 3'-6'x 361 x 12' W4 #5 EX BTM. MONOLITHIC ITHIC Iq PAP A EXTERIOR 441 x 44m x 12' W6 05 Ex STM. MONOLr Iq X3 05 CONT. INTERIOR MONOLITHIC F_10 I6Nx16'xC0Nr. I TOP * 2 BTM. ONE STORY .27 TH154NED E06E TE-I 10'x DROP x CONT. WV CONT. AT DROP 34 THICKENED WISE TE-2 bxbxCONr. W1115 CONT AT WISE 35 COLUMN SCHEDULE MAW SIZE TYPE DESCRIPTION 6X6 COW ELK W FILLY GROUTED CELL W-415 VERT EA CELL C-1 BLOCK s 61-01 01C MAX OR AS LOCATED ON PLANS &16 C-2 BLOCK COW BLOCK X12 FILLY 6ROUTEP CELLS W-05 ART EA. CELL 6X12 RINKER 7529 OR EQUAL 6­5 BLOCK COW.404 ELK FILLY ORojW k4_e VERT. byh C-4 BLOCK COW. BLK. W FILLY maqw CELL w-*6 VERT,. EA. DELL G-5 BLOCK GONG. O' BLK. FULLY GROUTED W/2->db VBZT. 6XI6 C-6 BLOCK CON;. BLOCK kV2 PU-LY 6RarTEV CELLS W47 VMT FA. CELL 0 WHEN 'BLOCK 15 USED AD-ACENTTO STANDARD BLOCK MAINTAIN RUNNING BOW BY INTERLOCKINS 50 % OF COURSES BY REMOVINS, PACE%IELL AS NECESSARY. F -1 061 45'-0' OfF 2.4. 111-2" Ln 161-0* 2� -O a.. cMO oo 0] i �s r 7 1 I�[� FI i F__7 7 22'-0' 6 7 141 r I LV_ 11011111111111111 O'-Ou FIN. FLOOR SLAB L _J F 5 112' FI 1 L 2'-6' -0. SLOPE ON 20 0 Pi I T DE_ 1 U 6'-Ox (G:2 R5 r,:2 H3 b 0 ( t PLUMBING FIXTLFZ5 SHOWN FOR p 00 1001111 CLARITY in, N 6-oA\7'\' 0 I ', - --------- �- - - - - - - - - - - - - I0100H0010E= F6 154-4.. 51-2u JOY" W C:2) 1 1 M lZ 61-01 rMs revisions no. date REV #1 SIDAb BLDS CIVITS designed PAR drawn PAR checked K& date 11/2/11 scale 1/4'm I'-O'(UND) job no. 11-002. OAU QUA QUANTUM ENGINEERING ASSOCIATES INC. Stmetural EWnemng & Cwt Segmgafton 2100 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 Shawn M. Stambaugh, PE FL ILIC. 81350 — CA 25210 LIJ Ir U) < z 0 LLJ > _J U) LU U) 0 CD 5 U)LU < _J 0 Z) < CF) 04 to 0') U) Cn M C) 0— :�tt U 0000 M 0 Cp ce) M CU (D 00 W U) 0 V_ LO Ca LL. 10 .E) :.0 V< Lu 0 =3 co -cr (-) 4t _J (D < 0 -t� 0- 2r-- LO 0 C-4 r-- CD ._J2 LO a_ 11`�_ drawing FOUNDATION PLAN sheet S-1 FOUNDATION PLAN 5CALE : 1/4" = I'-V of BRACING NOTES: 1. BRACIN6 SHORN DOES NOT INCLUDE TEMPORARY BRACINI&', REQUIRED FOR THE ERECTION AND INSTALLATION OF TRUSSES PRIOR TO THE: INSTALLATION OF PERMANENT GR055 BRACING AND WEB LATERAL BRACIN& REQUIREMENTS. TEMPORARY BRACING 15 THE RESPONSIBILITY OF THE 7RU56 INSTALLER AND SHOULD REMAIN IN PLACE AS LONG AS NECESSARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR (REF: EG51). 2. PERMANENT WEB LATERAL BRACING 15 TO BE IN5TALLED AS SHOPAI ON THE INDIVIDUAL TRUSS DRAWIN55 (NEB LATERAL BRACIN6 15 NOT SHOWN ON 7H/5 SHEET). PERMANENT WEB LATERAL BRAGIN& I5 TO BE RESTRAINED TO PREVENT LATERAL MOVEMENT BY SOLID ANGHORAOE TO END AALL5, OR BY PERMANENT DIA60NAL BRACING MOT SHOWN) IN THE PLANE OF THE WEB MEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG CONTINJO 5 WEB BRACE (REF: BG51). 3. PERMANENT DIAGONAL BRACING AS SHORN ON THIS SHEET DOES NOT INCLUDE BRACING REQUIRED FOR GABLE END STUDS OR BOTTOM CHORD OF &ABLE END AT HALL. REFER TO STANDARD GABLE END DETAIL FOR BRACING REQUIREMENTS. 4. ALL TOP CHORDS ARE A550-ED TO BE SHEATHED, AND ALL BOTTOM CHlOR05 BRACED BY A RIGID CEILING SYSTEM REFER TO INDIVIDUAL TRUSS DRAWIi 55 FOR BRAG/N& REQUIREMENTS OF NON-5FIEATHED TOP CHORDS AND UNSUPPORTED BOTTOM CHORDS. 5. REFER TO TPI /WGTA B651: COMMENTARY AND RECOMMENDATIONS FOR HANDLIN6, INSTALLATION AND BRACING METAL PLATE CONNECTED ROOD TRU59W,, APPENDIX G, FOR RECOMMENDED 5EQUENCE OF INSTALLING BRAGIN& COMPONENTS. 6. THE STRUCTURAL ADEQUACY OF THE INDIVIDUAL TRL65 DE51GN5 TO A/7h67AND GRAVITY AND AIN P LOAVIN65 AS WELL AS 61RDER CONNECTIONS AND LOADS ARE THE RESPONSIBILITY OF THE TRL65 DE516NER. ANGHORA6E OF THE TRU55E5 AND &IRDER5 TO T7E: 5UPPORTIN5 STRUCTURE TO ATHSTAN P A/N P UPLIFT IS 771E RESPONSIBILITY OF THE PROJECT ENOINIEER OR ARCHITECT. 7. 771E BRACING FOR 771E ROOF SYSTEM 15 DE51&NED FOR BOTH POSITIVE 4 NEGATIVE PRE55LPE AND MEE75 THE REQUIREMENT5 OF 20Y/ FBC. BRACING LEGEND: PERMANENT 2x4 DIAGONAL BRACE RESTRAINT IN THE XPLANE OF THE NEAREST J ✓M MEMBER AT 20'-0" INTERVALS AT APPROXIMATELY 45 DEGREE ANGLE. FASTEN TO TOP 6 BTM. CHORDS WITH 3-I6d TOENAILS AND TO LATERAL BRACE WITH (3) IOd NAILS EACH INTERSECTION. (REF: BG51). HORIZONTAL BRID61NO WITH A MINIMUM 2xb 5TRON16BAGK AT 6'-0" O/C. FASTEN TO EACH TRU55 WITH 3-I0d NAILS AND ATTACH TO WALLS OR OTHER RI61D POINT AT EACH END (REF: 5051). PROVIDE OVERLAP OF AT LEAST (5) TRU55E5 (FLOOR ONLY). PERMANENT 2x4XGONT. LATERAL BRACINI6 IN THE PLANE OF THE STRUCTURAL BOTTOM CHORD OF THE TRUSSES AT 6-0" 0/0. FASTEN WITH 2-I0d NAILS IN EACH TRUSS. PROVIDE OVERLAP OF AT LEAST (2) TRUSSES (ROOF ONLY). ZONES 14 2 (_SEE DIAPHRAGM SCHEDULE) ZONE 3 (SEE DIAPHRAGM SCHEDULE) BRACING DETAILS: —SHEATHING COMPRESSION WEB 45" SLOPING OR VERTICAL CONTINUOUS PERMANENT LATERAL BRACING (61.5) PERMANENT DIAGONAL BRACE NAILED TO OPP. 310E OF AM PREVENT5 LATERAL MOVEMENT AND SHOULD BE REPEATED AT APPROX 20 FOOT INTERVALS CEILING FIGURE -16: PERMANENT DIAGONAL BRACIN6 IN THE PLANE OF THE AEB MEMBERS PERMANENTCRO55 BRACIN6 FIGURE 37: PERMANENT BRAGIN& IN THE PLANE OF THE AEBS FOR PITCHED TRUSSES HORIZONTAL BRID61N6 WITH A MINIMUM 2xb 5TRONSBAGK CONNECTION TO EACH TRUSS WITH 3-I0d NAILS AND ATTACHED TO WALLS OR OTHER R161D POINT AT EACH END (REF: 5051). PROVIDE OVERLAP OF AT LEAST (3) TRUSSES (FLOORS ONLY). SEE PLAN F16ORE 56: PERMANENT BRACIN6 IN TIE: PLANE OF THE WEBS FOR PARALLEL CHORD TRUSSES 45' 1145" FIGURE 34: PERMANENT BRACIN5 IN THE PLANE OF THE WEBS SAFE GRAVITY LOAD5 FOR b" PRECAST 4 PRESTRE55ED U-LINTEL5 CjA�-`RfN SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 BF8-M BF12-M On" WA-00 OF24-OB WA-00 808 F32- 8F8-1B 8F12-1B 8F78-1B *70-18 SF2h1B SM-10 8F32-18 2'-10' 34 PRECAST ( 7 2231 3069 4605 0113 7547 8974 10394 11W9 3059 4605 6113 7547 8974 10394 118M 3'-6' (42 PRECAST 2231 7080 3719 5163 6W 8054 M 10951 3069 460E 0113 7547 8974 1039E 11W9 4'-0' (48' PRECAST 196E 2561 2751 38H 4890 5961 7034 8107 2093 4605 5113 7547 8974 10394 11WO 4'-6' (54' PRECAST 1599 I 2110 2931 3753 4570 5400 6224 2189 1 4375 1 5113 7547 8572 1029E 1 11809 5'-4' 64 PRECAST ( 1217 1349 1438 1989 2550 3123 388E 4249 1663 3090 5305 7547 78 734 19 873XI8 10191 5'-10'(701 PRECAST 1062 1105 1173 1831 2090 2549 3008 3470 1451 2622 4360 71 45 19 71019 8320 20 6'-6- (78' PRECAST 908 1238 2t77 3480 3031 3707 4353 5061 1238 2177 3480 5381 B360 1 14 7'-6' 90 PRECAST ( 743 1011 1722 2&S2 ZM5 26M 3191 3655 1011 1729 2661 3598 5681 SW 44 6472051 9'-4- (112' PRECAST 554 699 1180 1625 2554 3485 2818 3302 1 752 1 124E 1843 2564 3486 4705 J7 &MO 4 10'-6-(1261 PRECAST 475 535 1 890 1247 2093 2777 2163 253E 843 1 1052 153..1 2023 2781 3643 38 475E 45 11'-4-(1361 PRECAST 362 136E 184E 2423 3127 400E 582 945 1366 184E 2423 3127 4006 12'-O'(1441 PRECAST 337 540 an1254 1584 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13' 4' (160'% PRECAST 296 471 755 1075 1428 1638 2316 2883 471 755 1075 1428 1838 2316 2583 94'-0' 168 PRECAST ( ' 279 424 706 1002 1326 1697 2177 200 442 706 IOM 1328 1697 2127 2630 14'-8" (176' PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 V12 15'-4' (184' PRESTRESSED N.R. MR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17°-4'(208') PRESTRESSED N.R. I6t NR NR NR NR NR NR 300 ON) 1326 16M 180 2047 19°-4' (232' PRESTRESSED N.R. NR NR NR NR NR NR NB 235 42D 750 1037 1202 1515 1716 21'-4'(256� PRESTRESSED N.R. NR NR NR NR NR NR NR 80 340 50 845 111E 1359 1468 22'-0'(2641 PRESTRESSED N.R. NR NR NR NR NR NR NR 185 315 mo 7114 1047 1285 1399 24'-0'(288') PRESTRESSED N.R. MR NR w NR NR NR NR 12B 250 450 654 B84 1092 1122 (1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FlEW ADDED REBAR. MArZNRY, SAFE LATERAL LOADS FOR 8" PRECAST 4 PRESTRESSED U-LINTELS 8SAFE UPLIFT LOADS FOR " PRECAST 4 PRE5TRE55ED U-LINTELS C�C� SAFE LOAD PILE TYPE LENGTH B118 8F8 Rw- GN1 2'-10'(341 PRECAST 1293 1642 2135 S-6- (421 PRECAST 1025 1024 1830 4'-0' (48' PRECAST 765 763 1365 4'-6" (541 PRECAST 592 591 1057 5'-4' (641 PRECAST 411 411 734 5'-10'(701 PRECAST 340 339 607 6'-6' (781 PRECAST 507 721 483 7'-6' (90' PRECAST 424 534 357 9'-4' (1121 PRECAST 326 512 227 10'-6'(1261 PRECAST 284 401 1 178 111-4"(1361 PRECAST 260 452 152 12'-0'(1441 PRECAST 244 402 135 13'-4"(1601 PRECAST 217 324 109 14'-0'(168') PRECAST 205 293 98 14'-8"(1761 PRESTRESSED N.R. 284 89 15'-4'(184') PRESTRESSED N.R. 259 82 17'-4'(208') PRESTRESSED N.R. 194 63 191-4'(2321 PRESTRESSED N.R. 148 51 21'-4"(256') PRESTRESSED N.R. 125 42 22'-0'(2641 PRESTRESSED N.R. 116 39 24'-0-(288I PRESTRESSED N.R. 91 33 CAST-CIIN9'0 SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8F8--IT 512-1T BF18-1T 9F20-17 8f24-tT BF1B-1T BF32-1i 6F6-Zr BF12-zr BF78-2F 9F20-2F M24-Zr BF28-2F EIM-ZF 2-10'(34' PRECAST 1972 3173 440D 5747 703E $321 9608 1972 3173 4460 5747 7034 W21 9608 3'-6' (427 PRECAST is" 2524 3%7 4569 5591 6613 Me 150 2524 3547 45M 5591 6613 706 4'-0' (487 PRECAST 1363 2192 3079 3988 4953 5740 SIM 1363 2192 3079 386E 4853 5740 6027 4'-6' (54' PRECAST 1207 1940 2724 3508 4292 5077 5881 1207 1840 2724 35M 4292 5077 5861 5'-4' (64' PRECAST 1016 1632 2290 2919 3807 4205 4424 1018 I&V 2290 2948 3W7 4265 4024 5-10'(701 PRECAST 909 1402 2093 2694 3205 3897 4408 929 1402 2023 2694 3295 3897 4488 6'-6- (78' PRECAST B35 12 1340 15W 2419 20M 3488 4035 835 1340 IBM 2419 2959 3498 4038 7'-6- (90' PRECAST 727 7J toil 16XI2 21 It 257110 10 3508 9 727 116E 104 2102 2571 3039 3508 9'-4- (1121 PRECAST 591 880 11 15 147 I5 181105 2t I6 240415 591 851 1320 1705 2054 2463 2842 10'-6-(1261 PRECAST 530 552 914 15 1115 1458 15 1 15 15 530 am 1183 1526 18B5 2204 2544 11'-4" (1361 PRECAST 474 485 798 15 1 15 1272 15 151 15 17 i5 494 599 1028 1422 1738 2053 2360 12'-O'(144� PRECAST 470 9 441 723 14 936 14 1151 n 1 15 1 15 470 543 928 13" 160 1948 2247 13'-4' (160' PRECAST 418 15 373 W5 14 783 14 962 14 114 14 1321 14 428 465 770 1145 144E 1718 1993 14'-O'(168� PRECAST 304051 316 55004 723 14 887 14 1 14 1K 14 410 420 709 1050 143E 8 169E 6 195E 14'-8" (1761 PRES RESSEO 239 � 519 13 971 13 823 i 976 14 11 14 245 300 05 968 132E 8 1 11 187 11 15'-4'(184') PRESTRESSED 1x4 302 485 i3 626 t3 787 i 90B 13 1 I 230 354 5W 897 122E 8 1 14 iB01 14 17'-4'(2081 PRESTRESSED 187 2s5 404 tz 520 12 637 12 754 12 972 1 192 303 500 732 W3 8 12 14 14 14 19'-4-(2321 PRESTRESSED 162 212 M7 11 446 11 546 12 646 12 746(121 166 261 424 616 831 5 1 14 1 14 21'-4"(2561 PRESTRESSED 142 198 306 11 36T 11 480 11 567 11 654 11 142 230 389 531 713 9N 13 1 1 22'-O'(264' PRESTRESSED 137 192 295 10 378 11 481 10 515 11 629 I1 137 221 354 508 681 861 13 9971 24'-O'(288' PRESTRESSED 124 175 297 t0 341 t0 416 10 01 10 588 10 124 290 316 450 �0 758 12 875 1 ({� THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. C O O O MASONRY O CONCRETE COLUMN MASONRY PROVIDE PREFAB. "L" O O O O O �- JOINT REINFORCIN6 AT ALL CORNERS Q CIE) EXTEND JOINT REINF. b" b" INTO CONCRETE COLUMN I I PROVIDE PREFAB. "T" lh�.. JOINT REINFORCING AT ALL T INTERSECTIONS PLAN VIEW PLAN VIEW PLAN VIEW TYPICAL MASONRY JOINT REINF. DETAILS 9 6A. HORIZ. JOINT REINF at 16' o/c, TYP. Wxb" FILLW OPENIN65 <= 6'-0': CELLS SEE r1.AN _) PROVIDE 5'Xb" MIN. AND COLUMN `� ]I BOND OU BEAM CRSE SCHEDULE f OR W/ 116 MID. OR REINF. .1 J/ b"Xb' MIN. FORMED MA50MRY Clow. SILL W/ 245 MASONRY OPENING MID. WALL OFENIN65 > 6-0' 1 PROVIDE b'Xb' MIN. BREAK AWAY SIDE p • BOND BEAM COURSE OF MA50NB7Y x W 245 MID. OR b'Xb" MIN. FORMED COLUMN FOFk == CONTINUOUS FOUR GONG. SILL W/ 2-#5 { MID. PROVIDE b" MIN. _- 1 '1 _.PROVIDE b"xb' PENETRATION EA. I 46" MAX FILLED CELLS W/ END 4 TIED TO I-*5 VERT. DOWEL VERT. REINF . 5TO. ACI HOOK . l j •'2 T * -• EA. END o 41-W FOUNDATION OR -' .• F .J y -� i. O/C, WHEN OPENING INTERMEDIATE :1 t ( EXCEEDS 4'-0° BEAM- �_:-.T �.�_ �s = .__r r--= <4a-1 - WIDE <. SILL REINF. AT MASONRY OPENINGS (TYP.) 5/4' = 1'-0' a: ED6E STRIP DEFINED AS THE LE55M OF 10% OF LEAST HORIZONTAL DIMENSION OF BUILDING OR 4C% OF HEIGHT H BUT NOT LE55 THAN 4315 OF LEAST HORIZONTAL DIMENSION OF BUILDIN6 AND AT LE45T 3 FT PERMANENT hEB VIA60MAL GROSS BRACING ROOFZONE PRE- 55.I PSFGROUP OF MOOD ZONE 2 6 3= bWTRU55175 (hEB NUMBERS) NOTE: SEE D' APHRAGM LATERAL BRACE SCHEDULE FCA ROOF ZONE NAILING REQUIREf-ENYS. y4ir 21I ------------ I O �/ I I I a V� 2 ROOF ZONE DIAGRAM TYP. DET. LI 3/4" = V-0" b'xl6' 13ON1D BEAM (PER SCHEDULE) Wxb" PRECAST LINTEL. FILL COLUMNS AND LINTEL 50LID W/ 6ROUT• 511xb" FILLED CELL5 W/ 11t5 VERT. (TYPJ ON COLUMN NAIL SILL PLATE T7HR01/6H TO CRO56 BLOCK W/2-I6d NAILS AT EACH TRL65 FRAME KNEE WALL 2x STUDS a I6" O/G W/ 14/32" EXT SHEATHING TOE NAIL TRL65 TO GAP kO-Ibd NAILS PRE -ENO. WOOD TRUSSES SEE TYP. WALL SECTIONS ACTUAL NEEL AND OVERHANG CONDITIONS (1) U5P RTI6 EQ. CLIP EA. TRUSS TO TOP PLATE W/(b) bdxl-1/2" NAILS EA. MEMIBER STRAP EA. STUD TO TOP 4 BOT PLATE W/ U5P517W U - STRAPW/ (3-IOd) NAILS EA. SIDE USP RT12-T 0 24"O/GTHROUGH 5HEATHINI6 AND WRAP 5OLC PLATE WITHIbd NAILS TO EACH MEMBER TYPICAL TRUSS 2X4 CR055 BLOCK 0 0 24" 016 TYP. TOE NAIL EA. END W/(3) I6d NA15 CONNECTION DETAIL 14/32" ROOF PLYWOOD. NAIL PER DIAPHRAGM 50HEDULE PRE -ENE. WOOD TgU555 SEE TYP. WALL SECTION FOR ACTUAL HEEL AND O.H. CONDITIONS USP RTI6 CLIP W/ (b) bd x 1-1/2" NAILS EA. MEMBER STRAP DEL. TOP PLATE TO STUDS W/ U5P "SPTF14b OR b" U-5TRAP OVER TOP PLATE AND DOWN EA. SIDE W/ (6) IOd NAILS (TYPICAL) CONE. 2X4 RIBBON NAIL TO EA. STUD W/(3)I6d NAILS 2x 5TUD5 0Ib" O/G (SEE PLAN) 50LID BLOGKIN6 0 4'-0" 0/GVERT. MAX. PRE-FAB STRAP BTM. PLATE TO 5TUD5 NV LISP ROOF TRU55 "SFT144'6ORb"U-5TRAPUNDERSTM.24" 0/G PLATE AND UP EA 51DE W/ (b) IOd NAILS (TYPICAL) (5/6"") WED6E ANGHOR5 0 24" O/G AND b" MAX FROM OFENIN65 YU3'Sr3"xl/4" 5TEEL WASHER5 EMI ED (4' ) MIN. CONT. MONO. GONG. FOOTIN6 SEE FOUNDATION PLAN MAX. UPLIFT = 1015# FI MAX = 645# F2 MAX = 650# CONNECTION DETAIL FILL COLUMNS AND LINTEL 50LID W/ 6ROUr T.OB.B• w is Ck i #3 VERT. TIES ONLY AS READ. SEE LINTEL SCHEDULE z HIGH 5TREN6TH PRECAST LINTEL iN I • l W/REINFORGIN6 A5 REQD. SEE LINTEL SCHEDULE COLUMNS BEYOND SEE FOUNDATION PLAN TYP. DIET. LINTEL ON COLUMN 3/4' = 1'4Y TRUSS CONNECTOR SCHEDULE CONNECTION DETAIL 14/32" ROOF PLYWOOD. NAIL PER DIAPHRAGM 50HEDULE PRE -ENE. WOOD TgU555 SEE TYP. WALL SECTION FOR ACTUAL HEEL AND O.H. CONDITIONS USP RTI6 CLIP W/ (b) bd x 1-1/2" NAILS EA. MEMBER STRAP DEL. TOP PLATE TO STUDS W/ U5P "SPTF14b OR b" U-5TRAP OVER TOP PLATE AND DOWN EA. SIDE W/ (6) IOd NAILS (TYPICAL) CONE. 2X4 RIBBON NAIL TO EA. STUD W/(3)I6d NAILS 2x 5TUD5 0Ib" O/G (SEE PLAN) 50LID BLOGKIN6 0 4'-0" 0/GVERT. MAX. PRE-FAB STRAP BTM. PLATE TO 5TUD5 NV LISP ROOF TRU55 "SFT144'6ORb"U-5TRAPUNDERSTM.24" 0/G PLATE AND UP EA 51DE W/ (b) IOd NAILS (TYPICAL) (5/6"") WED6E ANGHOR5 0 24" O/G AND b" MAX FROM OFENIN65 YU3'Sr3"xl/4" 5TEEL WASHER5 EMI ED (4' ) MIN. CONT. MONO. GONG. FOOTIN6 SEE FOUNDATION PLAN MAX. UPLIFT = 1015# FI MAX = 645# F2 MAX = 650# CONNECTION DETAIL FILL COLUMNS AND LINTEL 50LID W/ 6ROUr T.OB.B• w is Ck i #3 VERT. TIES ONLY AS READ. SEE LINTEL SCHEDULE z HIGH 5TREN6TH PRECAST LINTEL iN I • l W/REINFORGIN6 A5 REQD. SEE LINTEL SCHEDULE COLUMNS BEYOND SEE FOUNDATION PLAN TYP. DIET. LINTEL ON COLUMN 3/4' = 1'4Y TRUSS CONNECTOR SCHEDULE PA5TENERS PER ALLOWABLE UPLIFT PARALLEL LOAD (P2) PERPEND. LOAD (FIJ PRODUCT MARK U5P CONNECTOR TRUSS C.ONGITIE-BEAM SINGLE STRAP DOUBLE STRAP 51N&LE 5TRAF DOUBLE STRAP 51N6,.E STRAP DOUBLE STRAP APPROVAL TG-I HTA /2 (e) IOd x 1-112' - 1600 # 3200 # 660 # 1320 # 540 # 1160 # FL 17W TG-2 HTA 20 (10) IOd x 1-112' - 1615 # 3230 # 660 # 1320 # 540 # 1160 # FL l7660 TC-3 RT16M (4) IOd x 1-112" (4)114' x 1-3/4" TAP. 1345 # 2740 # 4&0 In 460 # 630 # 1260 # FL 1073E TG-4 HSAMIOKT (4) I/4"xl-1/2" W5 (4) I/4" x I-3/4' TAP. 4!5 # 1630 # 1075 # 2150 # 74C1# It # FL 17649 1) ALLOWABLE LOADS ARE BASED ON LISP GATAL06 200-201b Ed. 2) SLDR MAY LEE LONGER STRAPS OF SAFE TYPE SPEC(FIED. 5)USE 6ALVANI2W NAILS AS SPECIFIED BY MAN.FALTURER. 4) TAPC.OFS SHOULD BE IOCATED AT THE FARTHEST POINT MOM THE TOP OF THE BEAM. 5) PROVIDE APPROVED MOISTURE BAMER PLATE OR BUILDING PAPER BETWEEN MASOW HALL AND EACH T%W. BREAK AAAY 51DE OF -. g MASONRY COLUMN FOR CONTNLeus PaR SEE BEAM SCHEDULE L FOR REINFORCEMENT ....... LI T r FILL COLUMN5 SOLID b"xB" FILLED CELLS W/ PEA GRAVEL COW En PLAN AND COLUMN SCHEDULE FOR REINF. TYPICAL CHANGE IN BOND BEAM HEIGHT DIAPHRAGM SCHEDULE LOCATION PANEL &RAPE PANEL THICKNESS 14/32" FRAMING 5PAGIN6 24" O/G MAX DIAPHRAGM NAILING REMARKS BLOCKED A5 SHOWN ON PLAN DIAPHRAGM BOUNORIE5 IOd 6" O/C ZONE I ZONE 1 ZONE 3 EDGE IOd 6" O/G INTER IOd 6' O/G EDGE 10d 6" O/G INTER. IOd 6' O/G EDGE IOd 4' O/C INTER IOd 4' O/G ROOF APA RATED SHEATHIIN& EW09-RE 1, OR EQUAL, SPAN RATING 40120 /4/32 16" O/C MAX. IOd 4" O/C IOd 4" O/G IOd 6" O/G NAIL CORNER STUDS AT 4' O/G MAX. TYPICAL BLOCK FREE EDGES EXT. XALL APA RATED SHEATHING EXP05URE I, OR EQUAL SPAN RATING 4O/20 1/2" DRYWALL OVI TYPICAL FURRIN6 '0 14/32 PLYWOOD ARCH SECTION VIEW 7 s2 CONNECTION DETAIL TRUSS PER PLAN SHEATHING r ROOF CANT. 2xb P.T. BUCK EA. SIDE FASTENED TO LINTEL5 W/1/4"0' 1-6. TAPC.ON15 0 12" O/G MAX. AND TO BLOCK OR CONC. W/ HILT[ DNI-62-P& 0 b" 0/0 MAX. 2Xb P.T. ORD55 BLOCK REQUIRED EA. SIDE IF FREE EDGE DIMENSION EXCEEDS 24' SEE DMENSION. NAIL TO BUCK AT EACH END W/ (4) 16d NAILS. Tar_.�f IN l-241y_ 14/32 EXTERIOR 5HEATHINI6 EA. 51DE W/ PAPERBAGKED HI RIB METAL LATH 2X4 PT BLOCKS ALONG ARCH NAIL TO PLYVID. EACH END W/(3) IOd x 1-1/2' COIL NAILS — C.ONT. 2X6 RIBBON NAIL TO EA, WEB W/(4) I6d NAILS 2x 5LK'5 a TOP, - BOTTOM 4 PAWL — 2X6 BLK'6 BETWEEN TRU55 ED5E5 OR 4'-0' 5 W7(4) Ibd NAILS EA END O/G MAX. HOOD Tpir's, SEE PLAN PRE -FAD ROOF TRUSS A/32" ROOF PLYWOOD. NAIL PER DIAPHRAGM SCHEDULE ENS. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR SHOWN ON BRAGIN6 PLANS INSTALL PER. MFR. SPECIFICATIONS _ _SEE T.O. WALL CONC. TIE -BEAM OR BOND BEAM eB' GMU WALL s2 CONNECTION DETAIL 5/5' APA RATED % 5HEATHIN6. ExP. I H/ bd NAILS 0 b" O/G (FIELD) 4 4' O/C (1:D6FJ OR AS ALTERNATIVE TO 5H♦EATHINB PROVIDE ALTE RNATINS 2xb DIA60NAL BRACING WrNEEN TOP 4 STM. CHORDS OF ADJACENT TRUS6E5 W/ (4) I6d TOENAILS EACH fib PER SECTION A VARIES 0 24' O/G L HOOD ROOF TW_6, UPLIFT STRAP, SEE PLAN SEE PLAN 4 SCED. I ATTACH 2X4 P.T. SILL BLOGKIN6 9V 0.143'0 OW WALL, I On LONG PAP O 12' O/C SEE PLAN —CM. TIE BEAM OR SECTION BOND BEAM SEE PLAN b10 CONNECTION DETAIL @ CONNECTION DETAIL SECTION A ALTERNATE V 2-PLY MIN. GIRDER 14/32" ROOF PLYWOOD W/ IOd NAILS 0 4" O/C TRUSS REQ D INTO 2x4 5P BLOCKING (PLATHI5E) x C,ONT. 51MP50N "F6TR" UPLIFT ENS. AND APPROVED WOOD TRUSSES SEE - CON1N. INSTALLATION TYP. HALL SECTION FOR ACTUAL HEEL - MAY REQ. ONE OR TWO AND OVERRAN& CONDITIONS A5 PER TABLE BELOW. _ SEE TRUSS CONNECTOR SCHEDULE SELECT PIA. x5" LONG TITEN GONlNEGTOR BASED ON BRACING PLANS INSTAL HD'S IN EVERY OTHER PER. MFR. SPECIFICATIONS 14OLE ACE BETWEEN EVERY W/ 2x4 SP 4 (2) I6d END b" MIN. DISTANCE TO EDGE EA. END MIN. OF WALL OR COL. 1 2x4 P.T. BLOCKING (TIGHT TO SIDE REAR EA. TRU66 SIDE.)W/0.145' 0 o 51MP50N MODEL NO. QTY.� FASTENERS ALLOWABLE UPLIFT TRUOR MASONRY CONC. I I&-SD5 1/4"x3' 2-1/2"x5" TITEN HD 5000 LEE. F6TR 2 36-SDS 1/4"x3" 4-1/2'x5" TITEN HD 4400 LBS. F6TRHL/R I lb-SDS 1/4"x3' 2-1/2'X5' TITEN HD 3b50 LES, PA.F. x3 L6. 04 O/G x CONT 6D NAIL51�T.O. WALL OR MASONRY 80ND BEAM SEE BEAM SCHEDULE NOTMS FASTENERS WILL HOT M IIST#"ED M AD,111 I' MOLES, 6 PST%" MOO& SHALL BE USED FOR 5A'FY® KAU INSTALLATIONS. s2 CONNECTION DETAIL s2 CONNECTION DETAIL ROOF SHEATHINI6 EDGE NALIN6 (SEE PLAN) ALONG BLK'6 x b'-O" LONG 2xb BLOCKING a 61-0' 0/0 FASTENED TO TRU55 EA. END / r W7 (5) I6d TOE NAILS 2xb BRACE 0 6'-0" O/C W/ (10) Ibd NAILS, EA. END o ° a T.O.WALL � PLAN 2xb P.T. BLOGKI% 0 6'-O" O/G FASTEN EACH END TO TRUSS W/ 3-I6d NAILS U5P H&AMIOKT CLIP W/ (4) in 0 x2" LON6 TAPCONL5/TITENIS TO BEAM 4 (4) 1/4'XI-1/2" WOOD 50REW5 TO BLOCKINI6 CONC. TIE BEAM or MASONRY BOND BEAM (SEE PLAN) CAPACITY: 11 265 pIP LATERAL 0 133 5 zA I—LL s2 CONNECTION DETAIL 112" IL IL3/6" EXTRA LAYER OF 112" — DRYWALL SURRONDING FRAME ARCH / TYPICAL FURRINl APPLIED TO 5HEATH/M5 / 14/32 PLYWOOD ARCH CONT. 2xb P.T. BUCK FASTENED TO LINTELS 6W 1/4ir3' L.O. TAPGON5 0 12" O/G MAX. AND TO BLOCK OR CONC. YU HILTI DNI-62-PB 0 6" 0/C MAX. 110 2X6 P.T. GR055 BLOCK REQUIRED ONLY IF FREE EDGE DIMEN510N EXCEEDS 24' � DIMENSION NAIL TO BUCK AT EACH END W/ (4) Ibd NAILS. 4 s2 CONNECTION DETAIL EDGE OF MASONRY OPENING 14/32 EXTERIOR 5HEATHIN& KPAPERBAGKED HI RIB METAL LATH 2X4 PT BLOCKS ALONG ARCH NAIL TO FLYWD. EACH END VIEW W(3) IOd x 1-1/2" COIL NAILS revisions no. date REV #1 5/&/18 BLD6 GMTS designed PAR drawn PAR checked KG date 11/2/11 scale 1/4" = 1'-0" (U.NO) job no. 17-002 . GAL) QUANTUM ENGINEERING ASSOCIATES INC. Sbncn alEngweerwg & Cost Segregation 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 Shawn M. Stambaugh, PE FL LTC. 61850 - CA 26210 Cn LU Ir VJ QQ ZQf i O I— -- `� w 1 ® � i- ~ O J CDZD O � W Z 0 W_ 0 v 9 CN J d U C.0 ; m 4� _D 00 oCo C� CM LL I EL CTS 4� co V ) U Lf'i C) L/) (a cb t� < UJI a) - d ` J Q O z U)(0 C CD 2 LcD 0 N U LtD 0- ti J drawing FRAMING DETAILS sheet S-2 of U ALL NAILS TO BE OF RINGS~ VAWrrY MLEi5 NOTED OTI•E:Y65E 10'-O' TDBB. OL 14'-O' T.OBB. 6ROUT ALL COURSES SOLID TO ONE COURSE BELOW LEDGER CONT. 2X4 P.T. RIBBON PU HILTI MI-72-P6 0 b' 0/6 MAX NAIL SHEATHING PER DIAPHRAGM 50evU,E PRE-FA8 ROOF TFW:6 0 24' O/C 5/6' WEDGE ANCHORS 0 12' O/C 5TASSEW EMBED 4' MIN. -1k I 20 P.T. NOOD U LED15M L5P W26 W (10) IOd xl-W NAILS TO LEDGER 4 02)10d xl-1/2' NAILS TO T11PIl55 CONNECTION DETAIL IW2 PLYWOOD ARCH CONNECTION DETAIL CONT. 24 P.T. BUCK FASTEN TO LINTELS W/ 1/4'YS" L6. TAPCONS 0 12' O/C MAX AND TO BLOCK OR CONC. W/ HILTI DNI-62-Pb a b' OX MAx. 2X6 P.T. CROSG BLOCK REQUIRED ONLY IF FREE EDGE DIMB,iION EXCEEDS 24' SEE DIMENSION. NAIL TO BUCK AT EACH END W/ (4) I6d NAILS. 19/52 EXTERIOR SHEATHING W/ PAPERBAGKED HI RIB METAL LATH 2X4 PT BLOCKS ALONG ARCH NAIL TO PLYWD. EACH END W IM IOd x 1-1/2' COIL HAILS 19/52' ROOF PLYWOOD. NAIL PER DIAPHRAGM SCHEDULE PRE -ENS. WOOD TR1155E5 SEE TYP. WALL SECTION FOR ACTUAL HEEL AND O.H. CONDITIONS U5P RT16A OR RTI6-2 CLIP W/ (41) IOd x 1-1/2' NAILS TO TRUSS 4 (b) 10d NAILS TO GT CONNECTION DETAIL (5) SO' VIA. WEDGE ANCHORS CENTER ON TOP CHORD YY 4" MIN EMBEDMENT. PROVIDE b' MIN SPACING 4 GONG. ID6E DIST. 61RDC-R TRUSS -1 .: .WRS "Mm t� (5) 5/b' VIA. WEDGE ANCHORS CENTER ON BOT CHORD W/ 4' MIN. EMBEDMENT. PROVIDE b' MIN SPACING ! GONG. EDGE DIST. CONNECTION DETAIL BEAM SCHEDULE RE1Ir-ORCIN6 63 HOOPS MARK SIZE TOP MID BTM OR STIRRUPS REMARKS TYPICAL MASONRY BOND SEAM CONT. SE 55-1 6x16 105 - - NOW REM. (2) COURSES PILLED CA57CRE-TE H16H STRENGTH LINTEL L-1 bx52 le - 05 NONE REQD. ALL COURSES PILLED CA5TCRETE HIGH STRENGTH LINTEL L-2 bxb - - 1#5]NONE RECD. FILLED CASTCRETE H16H 5TREW714 LINTEL L-3 bx16 105 - 145E REW. (2) C005E5 FILLED CASTCRETE H16H STRENGTH LINTEL. L-4 8x24 1 _ I MS �� (3) CO RSE5 FILLED CASTCRETE H16H STRENGTH LINTEL L-5 bx32 145 - 1#5 NOW ROW. (4) COURSES FILLED CA5TCRETE HIGH 57REWTH LINTEL L-6 &Qb le - 1#5 NONE REED. ALL COURSES FILLED CASTCRETE H16H STRENGTH LINTEL L-7 bx22 INS - 1115 NONE REED. ALL COURSES FILLED CASTCRETE WISH STRENGTH LINTEL L-b bx66 1x5 - 1x5 NONE RECD. ALL COURSES FILLED CASTGRETE HIGH STRENGTH LINTEL I-9 bx39 1#3 - 1#5 NONE REM. ALL COURSES FILLED CASTGRETE HIGH STRENGTH LINTEL L-10 bx64 105 - 165 NOW REOD. ALL Cd/R5E5 FILLED GA5TCRETE HIGH STRENGTH LINTEL L-II 6x44 105 - ms NONE REGD. ALL COURSES FILLED revisions no. de REV #I 5/8 BLD6 CMT5 designed PAR drawn FAR checked K6 date 1I/2/17 scale 1/4' = I'-O" (U.N.Q) job no. 17-002 . CAU QUA QUANTUM ENGINEERING ASSOCIATES INC. StmcnonlBagl.e .g& Cost Segregation 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 Shawn M. Stambaugh, PE FL UC. 61M — C.A. 26210 VJ W rr Cn ¢ Z W Y o W U- r) Z J � ov W o LL Z W Q O J U � � CA _O 00 Cam.) � OcaM Cr CIOCY � cc W O Co Co� LC oC a)� QW �� Z J � a C � ti d _ drawing ROOF FRAMING PLAN sheet S-3 ROOF FRAMING PLAN SCALE : 1/4" = 1'-0" of 275# MAX revisions no. REV *1 M D6 CMTS ROOF BRACING PLAN SCALE: 1/4" = II-0" designed PAR drawn PAR checked K6 date wan, scale 1/4" = I'-0' (U.N.0) job no. 1,-002 . CAu QUA QUANTUM ENGINEERING ASSOCIATES INC Stv fivalEigineenag& C"tSegregation 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 Shawn M. Stambaugh, PE FL UC. 61850 — CA 26210 v UJ rr C/ ! Q Z 1 / LU O I � ' Q J 0 I LU Z V LL Z w I Q J I V 04 M .0 i 0 00 O CUM ` ELC LL- C)U ICU -�C� Co Qw Ccc � C C J � 0. O Z to drawing ROOF BRACING PLAN sheet S-4 of