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Home My WebLink AboutBuilding Plans825 * s. v ++w,x ,`1 -..._ 3r S 7 x Q. • STATE OF FLORIDA ' CERTIFIED BUILDING CONTRACTOR: INDEX OF DRAWINGS � o LIVING 1ST -FLOOR 3303 SQ. FT. -- — SHEET # DESCRIPTION LIVING-; 2ND FLOOR 2576 SQ. FT. — — STANDARD PACIFIC HOMES PGCl-COVER PAGE PG S1.01 GENERAL NOTES 825 CORAL RIDGE DR. TOTAL LIVING= 58i9 SQ. FT. PG GN GENERAL NOTES PG S1.02 TABLES, CORAL SPRINGS FL, 33701 COVERED. — TEL: / 954 �J7�J-730O LANAI 355 SQ. FT. PG Al -FLOOR PLAN 1ST FLOOR PG S2.OiD FOUNDATION. PLAN 1 / COVERED ENTRI' ELEv. 'D„ 243 SQ. FT. PG A2-FLOOR PLAN 2ND FLOOR PG S2.02D FIRST LIFT BEAM PLAN [7LOT Iti'. s`_.e 3!': GARAGE 01 460 50FT PG A2.1-WINDOW AND DOOR SCHEDULES PG S3.01D 2ND FLOOR FRAMING PLAN GARAGE 0-2- 542 SQ. FT. PG A3D-ELEVATION "D FRONT & REAR PG S3.02D SECOND LIFT BEAM PLAN �IVERBEND COVERED REAR BALCONY 355 SQ. FT. PG A4D-ELEVATION "D" LEFT '& RIGHT PG S4.OlD ROOF FRAMING PLAN 1O COVERED FRONT BALCONY 205 SQ. FT, PG A5D=DETAILS ELEVATIONS "D" PG S5.01 SECTIONS & DETAILS • STATE OF FLORIDA --- PROFESSIONAL ARCHITECT: TOTAL ELEV. "D° 042 SQ. FT: PG Dl-DOOR & WINDOW ATTACHMENTS DETAILS & STAIR SECTION DETAILSPG 02 SECTIONS & DETAILS 170 MPH EXP. 'C' �' PG S5.03 SECTIONS & DETAILS PG D2-MONOLITHIC 1-STORY-WALL SECTIONS & MISC. DETAILS PROJECT## JAMES CANTWELL PG 55.04 SECTIONS & `DETAILS AR NO. 120'79 PG EPG Dl-ELECOTR CAL PLAN OST FLOORLITHIC 2-STY WALL SECTIONS DEE: OZO PG 55.05..SECTIONS & DETAILS MODEL: PG S5.06 SECTIONS & DETAILS A.B. DESIGN GROUP, INC. PG E2-ELECTRICAL PLAN 2ND FLOOR THE WENTWORTH 1441 NORTH RONALD REAGAN BLVD. PG E2.1-ELECTRICAL PANEL AND RISER 6812 LONGWOOD, FLORIDA 32750 PG P1-PLUMBING PLAN 1ST FLOOR � ELEV."D" Tel: (407) 774-6078 PG P2-PLUMBING PLAN 2ND FLOOR Fax: (407) 774-4078 GARAGE SWING: - PG Ml-MECHANICAL PLAN 1ST FLOOR PM M2 MECHANICAL PLAN 2ND FLOOR RIGHT 7,C� I. PAGE: DESIGN CRITERIA: - THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT. •FLORIDA BUILDING CODE (FBC) 2014 RESIDENTIAL MAY BE NECESSARY IN ORDER TO • FLORIDA FIRE PREVENTION CODE 5TH EDITION COMPLY WITH ALL APPLICABLE CODES. COVER • NATIONAL ELECTRICAL CODE (NEC) - 2011 EDITION PAGE • FBCR 2014, 5TH EDITION ELECTRICAL PROVISION`" ALL LOCAL AND STATE CODES *OCCUPANCY - RESIDENTIAL GROUP R3 CONCEALED FASTENERS OR ATTACHMENTS •CONSTRUCTION TYPE VB ARE THERESPONSIBIUTYOFTHE •MIN. INTERIOR FINISH CLASS B CONTRACTOR OF RECORD APCHITE •BASIC WIND SPEED(VuLT)- 170 MPH E UhE C TA CIF � LORIC •l-STORY RESIDENCE - •2-STORY RESIDENCE MAX. HEIGHT AS PER LOCAL AND STATE CODES c"rC�� u. SEE STRUCTURAL DRAWINGS FOR MORE INFO ST.LU OC'STYBIILDLNGDIVISI N REVIEWEED FOR NIPL NCE SPECIFIC PARAMETERS FROM FBC 2014 CH. R44 DATE ` SOD B! ua�7 %S USED FOR MANSORY AND WOOD: • R301.1 EXCEPTION HIGH VELOCITY HURRICANE PLANS INS PER iN �ILST B6 KEPT ONJOB OR NO INSPECTION WILL BE dlADE. ZONE DESIGN IS BASED ON CHAPTER R44 FOR JA AIV E I_:_ MANSORY AND WOOD. N 1Q7D • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-10 D E 09/13/2016 I�5 1h'r r"I b I'j jI 4 laLL'Ab,1-'Y SH ' ' F� i _0 GENERAL NOTES DES: 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2014 RESIDENTIAL EDITION OF THE FLORIDA 1. GARAGE NOTES: BUILDING CODE AND IN CONJUNCTION WITH ASCE 7-10. PROVIDE PERMANENT SIGN ( WITH LETTERS NOT LESS THAN 1/2", READING: "DANGER DO NOT 2. DESIGN LOADS; OPERATE ENGINES WI DOOR CLOSED CARBON, MONOXIDE EMISSION IS LETHAL." POSTED ON FOR DESIGN LOADS REFER TO STRUCTURAL DRAWINGS. INSIDE OF GARAGE DOOR. 3. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR * S PER FBC 2014 SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BOURNE DEBRIS' BY RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL H BITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y2-INCH GYPSUM SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2014 EDITION. BARD OR EQUIVALENT. 4. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK ARAGE BENEATH HABITABLE ROOMS TO HAVE R-11 INSULATION AT CEILING PER ENERGY CODE PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. iFORM. 5. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION 2. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE D DOOR FROM OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. INSIDE THE CLOSET. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR 3. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR FABRICATION OF THE WORK. REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL..: 6. THE ARCH ITECTIEN GIN EER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 4. BATH-TUB/SHOWER GLASS ENCLOSURES IF USED TO BE TEMPERED GLASS. 7. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 5. SHOWER HEADS SHALL HAVE ANTI -SCALD DEVICES. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 6. ALL BATHROOM DOOR LOCKS SHALL BE DESIGNED TO PERMIT THE OPENING OF THE DOOR FROM THE OUTSIDE IN CASE OF EMERGENCY. 8. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 7. USE APPROPRIATE CEMENT BOARD, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 9. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER, 8. BATHTUB & SHOWER FLOORS & WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS 10. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN SIX FEET ABOVE THE GARAGES FLOOR. 1. GARAGE DOOR 9. BATHROOM FINISHED FLOOR SHALL BE OF IMPERVIOUS MATERIAL AS TILES. A. DESIGNED TO MEET REQUIREMENTS SET FOURTH IN FBC 2014. 10 FIRE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED IN WOOD CONSTRUCTION AS B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER _ SPECIFIED IN FBCR SECTIONS R302.11 AND R302.12. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. ROOM AS PER FBC 2014 SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A USED FOR SLEEPING WALL AND CEILING FINISHES SHALL HAVE AFLAME SPREAD INDEX OF NOT GREATER THAN PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BEE QUIPPED WITH 200AND ASMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 PER SECTION R302.9. SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 12 STRUCTURE TO ADHERE TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR DAMAGE 3/8 INCHES THICK; OR 20 MINUTE FIRE -RATED DOORS. PROBABILITIES FROM WEATHERING AND TERMITE INFESTATION PER TABLE R301.2(1). 3. AS PER FBC 2014, SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING 13 UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE. THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM N0.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH APPROVED MATERIAL AND SHALL HAVE OPENINGS RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER 0 0 E B INTO GS 0 1/2 INCH GYPSUM BOARDS.FBCR 302.7 THE GARAGE. 141 EXTERIOR WINDOWS SHALL BE CAPABLE OF WITHSTANDING A FORCE OF 150 POUNDS APPLIED SITE WORK IN AN OPERABLE DIRECTION, 1. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS ROUGH GRADING" ON -SITE UTILITIES SITE 15 AN OUTSIDE WINDOW OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH 24" IN HEIGHT AND 5.7 SQ. FT. OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" AND NOT LESS THAN AND IRRIGATION. 24" OFF THE FLOOR WHEN SILL IS 6A.F.F. PER FBCR 312.2.1. ALL WINDOWS SHALL BE PROTECTED W/ FLORIDA APPROVED NOA STORM SHUTTERS. 2. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED 16 ALL INSULATION MATERIALS TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A UNLESS NOTED OTHERWISE. SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER SECTION R302.10. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 17 WOOD WALLS WILL BE WATERPROOFED (WRAPPED) PER FBC 1403,2 AND FOLLOWING MANUFACTURES SPECS. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. EXTERIOR FINISHES 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) THICK; OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. ` FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN REQUIREMENTS. ACCORDANCE 'WITH RSTM-C926 &ASTM-C1063-06 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 12. LOT SPECIFIC PERMIT SETS OF DRAWINGS AND DETAILS ARE DESIGNED ON THE PREMISE THAT EXTERIOR SIDE WALLS OF THE BUILDING LOCATED A MINIMUM OF 5-0" AWAY FROM THE SIDE LOT PROPERTY LINE ARE UN -RATED AND IN COMPLIANCE W/ FBCR TABLE R301.2(1) 302 ARCHITECT/ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR LOCATION OF BUILDING ON SITE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA . WHEN BUILDER LOCATES BUILDING W/ EXTERIOR SIDE WALLS LESS THAN 6-0" FROM SIDE LOT PROPERTY LINE, A LEGAL DESCRIPTION OF THE LOT SHALL BE FURNISHED TO THE ARCHITECT/ENGINEER OF RECORD TO MODIFY AFFECTED DETAILS TO COMPLY W/ SECTION R302 FOR FIRE RATED CONSTRUCTION.. GROUND SNOW LOADmpnl WIND DESIGN SEISMIC DESIGN cnTEcoav' SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP ICE BARRIER NDERLAYMEN REQUIRED" FLOOD " HAZARDS AIR FREEZING INDEX' MEAN ANNUAL TEMP' Spend' Topogmpnic eewW(NA) Weathering I Frostli a depth° Termite` NA See Fig. R301,2(4) NA Negligible NA Heavy NA NA NA ABBREVIATIONS ABV. ABOVE FR. DR. FRENCH DOOR A/C AIR CONDITIONING FTG. FOOTING R. RISER ADJ. ADJUSTABLE RAD. RADIUS ALT. ALTERNATE GA. GAUGE R.A.G. RETURN AIR GRILL AMP. AMPERAGE GAR. DISP. GARBAGE DISPOSAL REF. REFRIGERATOR G.F.I. GROUND -FAULT INTERRUPTER RM. ROOM BD. BOARD GL GLASS R.O. ROUGH OPENING GYP. BD. GYPSUM BOARD CL CENTER LINE S.C. SOLID CORE EXT DR CAB. CABINET M.B. HOSE BIB S.D. SMOKE DETECTOR CLG. CEILING H.C. HOLLOW CORE S.H. SINGLE HUNG CLR. CLEAR HDR. HEADER SHT. SHEET CONIC, CONCRETE HGT, HEIGHT SHTHG. SHEATHING CPT. CARPET SHWR. SHOWER i9 C.T. CERAMIC TILE INSUL. INSULATION SIM. SIMILAR INT. INTERIOR SL SLIDING D. DRYER SL, GL. SLIDING GLASS I DBL. DOUBLE LAV. LAVATORY STD. STANDARD D.G. DUAL GLAZED LUM. LUMINOUS SWS SHEAR WALL SECTION DIA. DIAMETER DIM. DIMENSION M.C. MEDICINE CABINET TEMP. TEMPERED GLASS { DISP. DISPOSAL MFR. MANUFACTURER THK. THICK DP. DEEP MIN. MINIMUM T.O.C. TOP OF CURB DR. DOOR M.T. METAL THRESHOLD T.O.P. TOP OF PLATE D.S. DOWNSPOUT MTD. MOUNTED T.O.S. TOP OF SLAB DTL. DETAIL MTL METAL TYP. TYPICAL D.W. DISHWASHER N-S. NOT TO SCALE U.N.O. UNLESS NOTED OTHERWISE EA. EACH ELEV, ELEVATION O.C. ON CENTER V.P, VAPOR PROOF EQ, EQUAL O.H. I OPPOSITE HAND EXH. EXHAUST W. WASHER EXT. EXTERIOR PL PROPERTY LINE W/ WITH P.B. PUSH BUTTON WD. WOOD FX. GL. FIXED GLASS PH. PHONE WDW. WINDOW F.G. FUEL GAS PLT, PLATE W/H WATER HEATER FIN. FINISH PLYWD. PLYWOOD W.I. WROUGHT IRON FLR. FLOOR PR. PAIR FLUOR, FLUORESCENT P.T. PRESSURE TREATED .� DOOR / WINDOW GLAZING NOTES: a RE: FBC 5TH EDITION (2014) FLORIDA BUILDING CODE 1. ALL GLASS 7. WINDOWS ADJACENT TO SHOWERS OR TUB MUST BEOF CATEGORY II SAFETY L DOORSWINDOWS SHALL COMPLY WITH CHAPTER 24 OF THE F.B.C. GLAZING. 2. SEAL TIGHT WITH SEALANT, ALL JOINTS BETWEEN ALUMINUM FRAMING AND 8. TEMPERED GLASS SHALL COMPLY WITH 16 CFR 1201 AS PER F.B.C. TABLE EXISTING ROUGH OPENINGS, 2406.2(1). 3. DIMENSIONS SHOWN ON PLANS ELEVATIONS AND/OR SECTIONS DENOTE 9. GLASS SHALL COMPLY WITH ASTM C 1036 REQUIREMENTS FOR FLAT GLASS TYPE I' UNIT SIZES. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY AND II AND GSA DD-G-451 C STANDARD FOR GLASS, FLAT AND CORRUGATED, FOR ROUGH OPENING DIMENSIONS AT JOB SITE AND COORDINATE WITH GLAZING MIRRORS AND OTHER USES AS PER F.B.C. CHAPTER 24. WINDOW MANUFACTURER, CONTACT ARCHITECT IF ANY DISCREPANCIES ARE FOUND, BEFORE PROCEEDING WITH THE WORK. 10. INSTALLED GLASS SHALL NOT BE LESS THAN QUALITY INDICATED PER FBCR R612.3 AND F.B.C. CHAPTER 24, 4. EXTERIOR SLIDING DOOR I WINDOW MANUFACTURER SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 11. DOORS, BATH AND SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SQUARE FEET (0.84 M 2) IN 5. ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RESISTANT SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY 11 GLAZING PRODUCTS AS MEETING ALL APPLICABLE CODES AND REGULATIONS. (FBC SECTION 2406) PER F.B.C. TABLE 2406.2(1). 6. ALL GLAZING WITHIN 24" TO AN ADJACENT DOOR SHALL BE TEMPERED, CAT. 12. ALL GLASS TO BE MONOLITHIC IMPACT GLASS WITH SOLARBAN 70XL LOW-E. II, SAFETY GLASS. ALL WINDOWS, MIRRORS OR GLASS ENCLOSURES AT OR WITHIN 60" OF TUBS AND SHOWERS WITH SILLS LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED, CAT, II, SAFETY GLASS. Design ® ou Inc. 1441 N. RONALD REAGAN BLV LONG'WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 LDEERFIELD rRAFl7NU BY: ESIGN GROUP AFTING INC. EAST NEWPORT DRIVE, SUITE 207 BEACH, FL3344282-0957 OFFICE)708-2468 FAX aTSEDIV. 8c LOT: I RIVERBEND LOT #10 170 MPH EXP. "C" PT CT# 303.010 MODEL: 'HE WENTWOR'i'[ 6812 ELEV. "Ll GARAGE SWING: RIGN�' P AG E: GEERA1, NO TES ARCHITECT- STATE OF FLORIDA �i -ji 09 13 2016 D ' E: A, SCA3.ESI#Af _7 � V 5 1 9�� 5HEETt N 70'-0° 20l-8" 28'-0" 21'-4" 4'_2 12'-4" 4'-2" 1'-8" 24'-a" 0'-2„ ' JJJ v HB, = _ r 1---------------- --� v v m #'_2 W 0" 4 �2' — — — — — -- — — — — — — — — — — -- — — — — — — — — —' O 21_0 I -------------------------'-_ VARIES CONIC. / VARI CLUB I � PAVERS —/ _ 1 �I 1 ROOM 2 i II o9 -' `n im'=m" cLG. m I I GREAT PULL HALF Q m 8° GLG: i I I I ROOM ep p m ROUND ARCH of I I I I OPEN TO ABOvE I I > d II $ II I I II Na = fI I — pn 21_2" ,n 12'_3° 111-11 1/2" n _S.. I V 20'-0" O f �8" K w RADIUS) 2" RADIUS 1 \4 TEMP L _ 11011 10'-6'- ---- ------ ----- � (Y 7YP. CLG. - 1'-11 1/2 0 ®--.- ! S � --------------- 0 O @ O @ 8 ---- 4'_1' _ = _ -- - = 3,-0" 2'-5" _ -----ARCH ---- - - 2'-2" 8' c0 c0 6' co '�' 0 11"I/2 G I (_ 6'-0 1/2" I @ _ p 5 a 6 4 I 10`-S" GLG. I ICI 9' 8' CLG. 1& 4 - "' �I I-01/2 I� DEN In 2 IQ a" 3 _4, 2, 5° 14'-4° 2'-s'. 8°v 3'_41 � � CASUAL 3, Im'-6^ cLG. —_ All' ATH 6 --„--------7 i'-3 1 2" DINING 340 AND G O m - -as CAT I - - RCN' �' i (a' a' cLG.--- 2'-4" -=- - - _ a,-9 H: ARCH ---------- -1- PWDR 1 m' b' C G. a CA ,SMALLER 3'-�' TO T-0" i'-1" AND LAi2C=)=R SAFETY CAL. -- SHOWER \ \ / / 4 Q VERIFY W/ PLAN VERIFY W/ PLAN VERIFY W/ PLAN ENCLO _w ��\�\�\% <////! I / _ 4' " .4 4 2° I j - _ - i v DRAFTSTOP - ro'-�' I/2 4 -0° 5`-I" ) / LOCATION To T ITL�IL t ___ ��` 7/ v \� �iJ `� BE FIELD A JL JL SCALE: II4" L�RC 1'-0" 4,._ Q - - R=SN - - 101_a' ` 7 / \ VERIFIED Ai FLAT HDR. NOTES: CLG. ECES t r _ WHEN AN S" OR 12" RADIUS HEADER ENGAGE INTO THE SAME COLUMN OR -ARE WITHIN _-- = -- - ---- AHU 3'-2 1/2'- - � I _5 1/2"�_ I = CLOSE PROXIMITY (WITHIN 2"-0"), THEY NEED TO All HAVE THE LARGER RADIUS. F � O f) cr? t � = _ � I i 4'-2 1/ � � =I DRAFT � I� 4'�11 - I/2 -- --- _ � _ � � m - DR® TOP u la A _ LD ¢ -� VE I' 11 1/2° � IPm'-a' LOCATION TO BE WVERIFIED1 WALL LEGEND + FIELD ELD� - � I U i / \ I — STAIR DATA - _ Q �„ �„ ELEV. CAB = PANTRY DOOR. DW ---- - 4'-4 1/2" 4'- 1 2" PER MANUR KITCHEN u 20 RiSRS l l/lio v - r r BEDROOM 3 0 4 , 0,, 2„ CLG. uuN GON 9 TREADS 10" INTERIOR S - Q)'•8" GLG. 3" " 4 4" 1w COOKTOP BEARING WALL 5SH f �l > W/ HOOD 4 SEE SHEET DI FOR E CD 1- " ICLG Ll0 VENT ABOVE 2'-3" STAIR SECTIONS AND w BATH 5 135• __ 1 -4" 3'-0" U DETAILS 1 0 -S CLG. ( = Im'-6° CL _ m 1(b'_a" CLG.I - - - - H..00 O.H.G. 0 I EXTERIOR 0'-li'i/2" °� �-ELEVATOR TO _ _ - ` - BEARING WALL v 8 = - 1/2" t - i INSTALLED PER MANUF. 9'-9" AIZC+ 1_ 4'-4 112' 12 -2 1/2 - SEE FOR ELEVATION BEAM HEIGHT � � 4 I � I 8"x24" ACCESS I PANEL a 42" A.F.F. I S" C _ - Im_6"-GLG. I � F - _ _ 4 _ - _ 8" 0 m BULTER' S U o� Q O 10'-2" MIGRO 2'-0" PANTRY O w- 9- �w p 5 1 112 13'-0 1/2' r-4 112° I _+ OPENER j01 I U i TOWER TYP. m ASOvE _2'-0" I AX 1 1/2° ( I N `r 6r@ I 3'-ll 2-0TEP FQ$ TYP. � �n LIVING I FROM T I DINING � I RCN I � _ F THRESHOLD s I I I 1/2' I/2" 2m -4 I ROOM I °9 c0 l I@' a' GLG. Q 5 SH a 16° 11 2 z s _ o D WH �p MIN. R II rR. 2" 3 '1 2 Im -a GLG. I ,; 14 _ � - - I DRAFTSTOP I LOCATION -roll BULK I 3 3 R O � `r INSULATION X 13 112 TS I I -G� l i _ - - - - - _ I BE FIELD VERIFIED 3 3 1/2 X 1/2 TS STOR. "' rn r W �0'-0 SUPPORT POST AND SKIRT -- ------------ - I-= --- 5'-6" 5'-6° i ------ Al - 1/2" — PER CABINET' MANUFACTURER DOUBLE TOP PLATE @ @� 4" @ t 135• _' S N �/� CON(, / _ S - - - - - - - c0 4" 5 SH a 16"D m O D LINE WALL ------- v / PAVERS ---- d — i 20 0 I - - _---- 1i11N. PARTITION N LUA--- U 2' 8" SO. STODP S' LL v R II -Q R 4'-5° 5'-7 LINE OF B COVERED N° n T NSULATION ----VE ELEc.oUTLE7 W WALL E RY PER ELEC. CODE ABOVE m' 8" CLG. ® AT PARTITION END w 3 -11 4'-3- 11 -m 4'- 3 3 -11 i S -} I/2 11 _ 10 1/2 _ F2Tx_ 30 -1 16"XI&' CONC. COL. TYP. (2) HORIZONTAL LAP SIDING F22x3m c LATTIC I -------- ---� --------- - - - - - - - - (ATTIC I KITCHEN 0 `^ GARAGE2 GARAGE #61 FLO V � ®THR lJ �' a° GLG. l'-�o" -4 gl_g I' 4 T' G" c0 COUNTER �1 ®� METAL STUD 4 DRYWALL m 61 SCALE: 1/2'"=1'_m, BUILD OUT FROM CLG. = N Q a1 = N: TO 30 A.F.F. FOR ELEC. `„ = 01 (V PANEL � NOTE: N 0 5/S" TYPE "X' RIGID 3D DRYWALL CLG, W/ 0 IL R-11 BATT, INSULATION IN W CEILING BELOW 2ND Q 1-- FLR LIVING SPACE all w C 20'-0" O all N.R. I 20 -0' ------------ ----_ FIRST FLOOR PLAN � "�'9 2'-v 16'-01, -g 2 -8 , ,, l21 - 2 -8 ELE ATIO � 21'-4" 21' 4" ' -44 " 101-0" SCALE: 1/4" = 1'-0" 8 C, H I T E C `>I" IDRAFfING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT LDEERFIELD NTER DRIVE, SUITE 207 BEACH, FL 33442954)482-0957 OFFICE 954 708-2468 FAX ::UBDIV. & LOT: `,'ERBEND LOT #10 170 MPH EXP. °C" PROJECT# 03303.010 _ MODEL: THE WENTWO'RTH 6812 ELEV, D99 GARAGE SWING: RIGHT PAGE: -- ]F'IRS`T' FLOOR PLAN ARCHITECT - STATE OF FLORIDA ell JA C L NO 12079 DR 'r 09/13/201E SCALE: AS IICO 9HEE 0x_ 0 l® -0" 20'-5" 201_011 21'-4" 4'-2" 12,_4' 4'-2° 1'-8" 24'-S" l'-8" 10'-8" 10'-g" 6 _2,, G,;211 4 v y v xxx 0FIL V - - - - - - O f >D--------24-a SEE FIRST FLOOR PLAN SIZE OF FOR QUANTItY s WINDOWS cL�-------- { 2''-0" i I GG TP. —— — — — — — — — — — — — — — — — — — — — — — — — — — — I I NOTE: 1 I = APPLY FLUID WATERPROOFING � 2'-0" I MASTER I TO CONC. SLAE3 AT COVERED BALCONY TYP. (OPEN TO BELOW) I I BEDROOM 22'-4" CLG. COVERED 1 BALCONY O S' 1 I I— — 1 AA I 4" 8, 1 10'-11, - . 101-11, 2 _9" I 20'-0' L — GAT 11 5AFETY GLASS J 1 EE �N Q FF I------------------- —J SHWR ENCLOUSRE TEMP 42" Hir HH GUARD RAIL R-SN L ARCH = ARCH ill --- �'-Q ---—-------------- -- — 10"m DN I' 1 —i/2" I'-9 I/2,n 4'-4 I/ „ 5r-0" I 4'-3,— 6.1" 0 9" b —� 5'-4° 1 81/2" 2• 1/2' I 2' AFF. „ „ w cb 5'-4" v MALLER 3 -l' TO l -0 l -1 AND LARGER I GLG. 2'-10 3'-1 m a' S LINENS a 3 -2 1/2 3 -0 L-_5 9 1/ �I V IFY W/ PLAN VERIFY W/ PLAN VERIFY W/ PLAN I - _ O I f_ 9'-4" GLG. = iG LOFT' LIA x --SH T STDR. o�� v m r 4" a' 4' c6G. p � *Z TYPARU" DETAILS AILS _ N ®uW SGALE: 1/4'®= I -fD " II 3,-,�' +� 1MFG I 42" FI: GUARD �n 3 N 3 6P L— RAIL R°5 AGE I I .NOTES; WHEN AN .5" OR 12" R,4DIUS HEADER ENGAGE INTO T�F SAME COLUMN OR ARE WITHIN MASTER -4 v r f — / I W I 6 CLOSE PROXIMITY (WITHIN 2"-0"), THEY NEED TO ALL HAVE THE LARGER RADIUS: 6 Y 'n UTHROOM Y --- -I- PWDR. # _ 0 R SH c4. IHU 2 -3 1� -1 3 S d 4'-10" I- 4" LINEN, 3 OPEN — m D I - 4,_3 m 4 -2 1/2 � - — 0) F 4" -R S — �" IU V 1 22'-4' cLG. I,AUNDR l 5 _2, (4 I� I m --- I�i1�iN03 �N BATH 2 X 8„ L L I/2 — 2 I/ I" GAB s 1 I I St. 4 KK STAIR DATA WALL LEGEND 4'-11' 2'-l0 4, m 1 1 N Ie u w I R—SH 2R�yL 47-4 1/2 n 3'- x u1 3:I , $r IL \ / m 5 -4 I� a l 5'-3 1/2 pl 3 -5 4 10 20 RISERS e 7 l/1G' S 6' 0"m 5,_0�, 4„ 4l' 19 TREADS e 10" INTERIOR u� i N „ 4 (� W.I. LINE OF SOFFIT / " I BE,4RING WALL / I 6 = \ ABOVE ✓ / 4 3 -5 I/2 rr SEE SHEET D1 FOR OQ4,0 12 I/2"� 1 _ W.I.C. 4 STAIR SECTIONS AND -�- ie DETAILS EXTERIOR W� tt '!� ELEVATOR TO BE = �p E3EARING WALL F 0 U2 INSTALLED PER uI % 4 - m SEE ELEVATION I— — .) 2 1/2" HANUF. 1/2° 3 -0 11 4'-5" 2'-4" 2'-2" FOR 5EANI HEIGHT O 5'-4' 3,_g" _ 4'-10" G„ $"X24 ACCESS �I v LL V 1 PANEL a 42" A.F.F. n OPEN h TO BELOW BEDROOM s a BEDROOM #2 N a @ BATH L�:4 a� z1' a cLG. = N BATH 3 9 a cLG: 1 9'-4' GLG. v Ln BEDROOM 14 411 42,_4„ 4'-2 1/2„ 2'-4" z — 9 -4' CLG. 10 10' 2 II -11 I� NI W.I.C.-' T::3 5 ¢„ IV[> 1 9'-4' CLG'n NOTE APPLY FLUID EGRESS R_SH t R SH �q 00 WATERPROOFING TO EGRESS = Q 131-5" GONG. SLAE5 AT 4° COVERED BALCON i AA 8 �p ZZZ EGRESS— — EGRESS N e TTT i R-19 IBATT - -- --- - R-19 E3ATT INSULATION w 2 -5 0-U- INSULATION I v HORIZONTAL LAP SIDING 6' 10'-4" 10'-2° r 12'XI2 GONC. ( @ COL. TYP. (4) 42" HIGH DECO RAILING (TYP.) I'-0" I'-0" - 51_l" l'-4„ 10'-0" l'-4 5'-7" 151-1" 20,711 25'-10, 20' 1, 70' 0" I I SEC0/ND FLOOR PLAN SCALE: 1/4" = 1'-0 FULL HALF ROUND ARCH �t v to, ARCH I T E C T S k 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com k AA #: 0003325 DRAFTING BY: LDEERFIELD ESIGN GROUP AFTING INC. EAST NEWPORT DRIVE, SUITE 207 BEACH, FL 33442 82-0957 OFFICE 708-2468 FAX 2 S TJ L3 D I V. 8c LOT: RIVERBEND LOT #10 170 MPH EXP. °C' )A S ANT-11Nt-EL R NO 12079 P NT � D 'E: 09/13/20' 6 0 ` � t, SCAL wX A R CH I T E C T S • i- LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 GRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954jL708-2468 FAX i I ARCHITECT: STATE OF FLORIDA )9/13/ qgn- � LLLI F llql]- d!IL- D2 67 D3 D66 35.8 /-43:2 B C 38.0 /-41.1 5D 38.0 /-41.1 38.0 /-41.1 HIDDEN FRONT ELEVATION 43.2/-46.8 SCALE: I/4" = I'-O° P `: ■ 1 T-, r% Pl T-1 7-1 T A T T - r - - - \ - T. Y BLIHG-T. - D� 5D I EL." LC CHI MEOOF CRI 1 FALIMNEY D5 \ 5D EL. T.O.BOAMEL.CLG. HGT.BOTRUSSEL. "WINGT. DI S T 35.8 /-432 HIDDEN 43.2 /- 46:8 ROOF VENTILATION CALCULATION PER FBC 12032 REQUIRED VENTILATION: 101 5.F. 150 = 1.25 S.F. SOFFIT VENTILATION PROVIDED: .105 S.F./L.F. x 43 L.F. = -4.32 S.F. GENERALNOTE: 3" CONTINUOUS' SOFFIT VENT PROVIDES .105'5.F. OF VENTILATION PER LINEAR FOOT I . U U r' r'l-jA1V ELEVATION 79D99 REAR COVERED GARAGE #1 ROOF GARAGE #2 ROOF FRONT COVERED SCALE:1/&"=I'-0" BALCONY ROOF BALCONY ROOF ROOF VENTILATION CALCULATION PER FBC 12M2 REQUIRED VENTILATION, 32"3 S.F. 2.113 S.F. 150 SOFFIT VENTILATION PROVIDED: 05 3;F./L:F. x 24 L.F. = 2,52 5.F. - GENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PRO IDES .105 S.F. OF VENTILATION PER LINEAR FOOT ROOF VENTILATION CALCULATION PER FBC 12032 REQUIRED VENTILATION: 445 S.F. 150 2.91 S.F. SOFFIT VENTILATION PROVIDED: - .105 S.R/L.F, x 10 L.F. = 1.35 S.F. GENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PROVIDES .105 S.F. OF VENTILATION PER LINEAR FOOT ROOF VENTILATION CALCULATION PER FBC 12032 REgUIR512 VENTILATION: 445 S.F. 2.91 S.F. 150 SOFFIT VENTILATION PROVIDED: .105 S.F./L.F. x 10 L.F. = 1.35 S.F. GENERAL NOTE; 3 CONTINUOUS SOFFIT VENT PROVIDES .105 S.F. OF VENTILATION PER LINEAR FOOT - TRIM 5D {YYY-- 41-/.545 _ EL. 12'-4" T.C. FLOOR TRU56 EL. 10'-5" T.O. BOND BEAM 1 D3 t 5D EL.B'-O" WINDOW HGT. +I RAISED STUCCO' BANDING EL. 0'-0" FN. FLOOR SLAB OL ,.EL. -O -g` Y FIN. GRADE SOFFIT LEGEND VENTED SOFFIT 3 R-20 SPRAY FOAM INSULATION: 5EE DETAIL SHEETS FOR SPEC. VENTED UNCONDITIONED AREA M *, 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com NtaAA #: 0003325 DRAFTONG BY: LDEERFIELD ESIGN GROUP AFTING INC. EAST NEWPORT DRIVE, SUITE 207 BEACH, FL 33442 482-0957 OFFICE 70$-2468 FAX FALSE - - - - - - - - - - - , EL. 30'-0' T.O. 170 MPH EXP. "C" CHIMNEY'r CHIMNEY 12 PROJECT# 033 12 4 FALSE CHIMNEY MODEL:03. 010 4� THE WENTWO'RT 6812 ELEV. EL. 22 -8 T.O. - - BOND BEAM - - - - - - - - - - GARAGE SWING: I'-4° EL: 21'-8" CLG. HGT_.;' 42' HIGH _ -- --- DECO RAILING DIb -\-7 WNDOW HGT. PAGE: TOP OF CONC: El-f42./-52.9 BLOCK WALL FF EE HIDDEN 55 ELOPE OF F 5 DD �o FRONT & Y42.1 /-46.3 ROOF BEOND Q aDDaD REAR EL. 12'-4" TOP OF , WWW FLOOR TRUSS - 38.4 /-42.0 - - - - - - i EL: 12'-4" T.O. EL.1O'-8" FLOOR TRUSS ILI T.O. BOND BEAM ARCHITECT: -- - - - - 34:9 /-38.5 STATE OF FLORIDA EL. B'-O' WINDOW HGT.L: SIDRN HORIZONTAL LAP I I I WINDOW HGT. Db I I[ it q +1" RAISED STUCCO S S, 28.2 /-31.4 I I 28.2 /-31.4 BANDING = HIDDEN i 1L I HIDDEN +1" RAISED - STUCCO 43.2 /-46.5 43:2 /-4& 15ANDING I IL III - I II III AMES CANTWELL O ) 0 I L I_ AR NO 12079 EL. 0'-0' FIN. L - J FLR. SLAB - - _ _ _ M 4 L K JJJ PRINT' EL. -0'-0' - _ _ _ FIN. GRADE - - - - - - OOR0SLA8 _R DE DATE 09/13/ 16 34.2 /-40.0 41.G /-45.2r 41.6 /-452 38.1 /-41.8 OL EL. -0'_g �J 7 �T 35.8 /-39.4 SCA E: T 'LJ RT JL ARD E.LE i' ATI 1 X 77 99 FIN. GRADE SHE 27 Q REAR E �]EVATI N SCALE: 114' = 1'-0" (RIGHT SIDE SIMILAR) SCALE: 1/4' - I O S R C IH FT E C T 4t l I �\ - - - - - - - - - BOND 5E,4M 1'-4 - - - - +I" RAISED S7UCC0 ❑ 1E SANDING 77- IE METAL ROOF HORIZONTAL LAF SIDING ---.__ \ .� EL. 21'-S" CLG. HGT./ _ BOT. OF TRUSS EL. 20'-4" ■ � WINDOUJ HGT. - 5D -- TRIM B (L - LINE OF CONC. O42.9 /-466 55 _ AA �II III �I _ 5LOCG WALL BEHIND 11 43.2 /-46.8 I jl I 1111 II14I 4242.i /-56.9 OOO "-zr' 42.E /-463 41.4-1 41.4 /-4.1 4.4/-4:1 - - T.O. - FLOOR TRUSS i EL. 10'- " T.O. - - - ` 50ND SEAM 1 1 EL 1 l ❑ -� WINDOW HGt. El D ■ ■ ` D3D3 E EJ co 43.9 /-4-1,5 o � o III 41.1 /`5 41.1 /-44.8 3'3.5 /-43.1 41.1 /-44.6 41.1 /-44.8 EL. 0'-0" FIN. - - - - - - - - - - - - - - FLOOR °LA5 41.6 /-54.5 EL -0'-8" ' FIN. GRADE I LEFT �ELEVATI SCALE: 1/4 =1'-O° Q A� I�>��I I 11 I I II II I - L^�-8 O HH GG X ,,y-<Ay 251 43.2 /-46.8 y41..41.4 4_5.1 _41.4 451 42.E /'-4_6.3 42.7 /-5_6.9 42.1 /-56.9 L: 12'- _ J E4" T.O. r - - - - - Y FLOOR TRUSS EL. 10'-0" T.O. - `,' BOND BEAM / - - 1 1 D3D ��_..� ❑ ❑ WINDOW HGT. ❑ +1° RAISED STUCCO SANDING w I-- El Q IL 43.2 /-4jo,5 43.2 /-46:8 _ 39.2 /-42.8 41.6 /-45.2 41.6 /-54.8 kIG}a E . 0'-0' FIN. -_---- - - - _ _ - - - - - - �- - FLOOR 8LA8 4Lb /-54.8 FIN. GRADE RIGHT ELIEVATION SC,4LE: 1/4" _ I '-O 4 4 12, FALSE CHIMNEY 4 EL. 21'-8" C_LG. HGT./ - _ - - - -s- - - - 50T. OF TRUSS. EL. 20'-4" TRIM ■ ❑ ■ . WINDOW HG7. LINE OF CONC: -_ BLOCK W,4LL 5EHIND 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. ! 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954D+'08-2468 FAX RIVERBEND LOT #10 170 MPH EXP. 'C' PROJECT# 03303.010 MODEL: THE WENTWORTH ELEV. "D" GARAGE SWING: RIGHT WAGE: ELEV. "D" ]DEFT & RIGHT ARCHITECT FATE OF FLORIDA ".CAM \ aAN,46LL 012079 ,zT 09/13/2016 N : ,n WINDOW OR SHUTTER CON BETE COVERED (SEE ALE /AtION) FOAMBRACKET' v N 1X2 Pt. TOP OF BOX \2 ; c0 (SEE EVA 7 NS FOR STYLE) 2 k112 9 V2 N 2X6 STUD E ELEVATION .PROFILE. � (BEE STRUCT, DWGSJ (TO EsE PROVIDED 6Y STUCCO TRADE �� J� A�1� CRICKET ELEVATION PROFILE SGALE: 3/4 - I' ID PRE. ENGz. TRUSS (SEE STRUCT. DWGS.) n SHEATHING (SEE FRAMED GRIGIGET ry STRUCT. D165, FOR PLYWOOD - �A�L WINDODU OR SHUTTER SHEATHING, NAIL SPACING (SEE ELEVATION) AND TYPE), 2'2"" k tr /. " 4 PLAN VIEW " ( SGALE: 3/4"=1'-ID" TRUSS CONNECTORS (SEE STRUCT. DUJGS: 2 2 FOR TYPE AND ATTACHI IENT) ELEVATION PROFILE PRE. ENG. TRUSS, r (SEE STRUCT. DWGS) JIl Nr- SCALE NOTE: NOTE + RAILING SYSTEMS ARE DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY • RAILING SYSTEMS ARE DESIGNED TC RESIST A LOAD OF 50 PLF FORA 0 DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY 61 _ SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES, DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE FBC- 5TH ED, (2014) 1607.8.1 4 1C 0-1.0.1.1 SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES, • MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR FBC- 5TH ED. (2014) I&O-I.8:1 4 � APPROVAL. • MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR • BALUSTERS SPACED TO REJECT A 4" SPHIERE APPROVAL: ' • CAULK ALL ATTACHMENT POINTS TO BLOCK WALL • BALUSTERS SPACED TO REJECT A 4" SPHERE • NO CONNECTIONS TO FAUX BALCONY (FOAM) + CAULK ALL ATTACH:" TENT POINTS TO BLOCK WALL • NO CONNECTIONS TO FAUX BALCONY (FOAM) I 42" HIGH rC4jrC 1'-4" �4"r -4- �4°rr 1'-4° �4'r_ 1.4`,4 STRUCTURAL RAILING 5' _l/2" 5" 5° /2" 5 5" /2" 5 I/2° 5" 1/2 2" x I" ALUM. 7YF POST (TYP.) ro _2 I" x I ALUM: ct PICKETS TO REJECTLD m 4" SPHERE (TYP.) " C 2" x 2" ALUM: � _ TUBE CTYPJ ❑ ❑ ❑ N m 2� 7'-4 1/2" (SEE NOTE BELOW) CAULK ALL ATTACHMENT POINTS = MAX. N CLEARANCE SCALE: 4 1/2" 4 1/2" 42" HIGH ALUMINUM 14 N GUARD RAILINGVARIES Ll gl,- 2" x V ALUMINUM 6 2, POST (T1'P.) VERIFY EXACT DIMENSION IN FIELD v 1" x I" ALUMINUM FOAM Deco Russ PICKETS TO REJECT zo 2' 4" SPHERE (TYP.) _ 2u Q "Emwil 9 ME LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-246$ FAX STJ13DIV. 8c LOT: RIVERBEND LOT #10 170 MPH EXP. "C" PAGE: DETAILS ]ELEVATION D99 ARCHITECT: STATE OF FLORIDA — 2 x 2 ALUMINUM— ;:: v2° 4 I/2"� TUBE CtYP-) '1 1/2" 2'-9 I/2" 3'-6" 2 VARIES VARIE 2" VARIES J. VARIES ELEVATION PROFILE Rv CAULK ALL ATTACHMENT FOINTS PR DA 8 *R4 �NOT USEDS LE: 3/4=,l'-ID" SCALE: 3/4 1'-(d° SCALE: 3/4 = i'-0 m e t '+ • A5DD rill .... , Y" DRYWALL NOTE: STRUCTURAL 2X MUST 5E ON OUTSIDE a ❑ a" GMU SECURED TH3/f6 ROUGH NON-STRU TURAL " TAPCON S" GMU ❑ Y�" DRYWALL MIN. 1-Ya EMBEDMENT INTO BLOCK., ELASTOMERIC CAULKING, I"X4" OR 1"X2" P.T. NAILER 1''X4" OR 1 X2" P.T. NAILER DOOR C46ING (3) -STUDS (15T PRESSURE TREATED) 6" ix OR 2x P.T. ��` LONG TAPCON ANCHORS W/ 11112" II 3/4 SUB FLOOR WD. SUGIG S GMU 2X4 NAILER FOR EMBEDMENT - SEE STRUCTURAL PLANS SEE STRUCTURAL, DOOR JAMS OR WINDOW ❑ DRYWALL' _DRAFT STOP SEALANT SEPARATION AT SHEATHING ��N� �� DWCnS ATTACH TO 2X PER X4' OR I'X2I' P.T. NAILER PRE-ENG. FLR. TRUSS AND CONCRETE JUNCTURE W/ MANUFACTURER'S DETAILS, DOOR GASINGa CAULKING BEAD. DOOR CASING x' OR 2x P.T. PLYWOOD SHEATHING DOOR JAMB OR WINDOW WD. SUCK Ix OR 2x P.T. DOOR JAMB OIR WINDOW — — — — — — ATTACH TO 2X PER SEE STRUCTURAL WE). SUCK ATTACH TO 2X PER FIRE DRAFT STOP METAL LATH MANUFACTURER'S DETAILS. DWGxS SEE STRUCTURAL MANUFACTURER'S DETAILS. DWGS L — — — — _ — — J TYPICAL - STUCCO WOOD NOTE: l/S" 3 COAT STUCCO OVER PAPER BACK NOTES: NOTES: NOTES: GALV, MTL. LATH OVER TYVEK • SHIM AS NEEDED TO PLUMB JAMB (DO 0 SHIM AS NEEDED TO PLUMB JAMB (DO 0 SHIM AS NEEDED TO PLUMB JAMB (DO EELEVALON TYV K ( MF O NOT EXCEED /a) NOT EXCEED Ya) NOT EXCEED Y4) E STUCCO WRAP) ALL PERIMETER _ _ • ALL WOOD NEEDS TO BE P.T. WHEN IN ALL WOOD NEEDS TO SE P.T. WHEN IN- ------- ALL WOOD NEEDS TO BE F.T..T. WHEN IN PRE-ENG. FLR. AND OVERLAPS MUST. BE TAPED) CONTACT WITH GMU WALL OR GONG. SLAB CONTACT WITH CMU WALL OR CONIC. SLAB CONTACT WITH GMU WALL R CONC. SLAB TRUSS PRE-ENn. FLR: III RAIN BUSTER 440 SELF -ADHERED TRUSS TAPE OVER ELASTOMERIC CAULKINCa DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK i 15/16" WINDOW TO BLOCK +3/4 OR +5/4 %p\ WINDOW TO BLOCK +1-1/2 C WINDOW TO BLOCK +1-15 16 SCALE. 3/8 -I 0 SCALE: 3/8"=1'-0' SCALE: 3/8 -I 0 MEMBRANE FLASHING TO LAP 2X4 NAILER FOR 5/5" TYPE "X' ,, OVER ADJ. BLOCK MIN 5° DRAFT STOP DRYWALL DRAFT STOP I METAL LATH TO LAP OVER ADJ:$LOGK MIN 16" 1/2" PLYWOOD TRUSS (3) 12D NAILS m EA. END iv, 5/8" TYPE "X LL AIR SEAL GASKET DRAFTASTOP FLAN V I E 2X4 BRACE 22 x 30 m �j� J BOX BETWEEN WOOD CASING 8 FLASHING 1 D TO GYP: BOARD,TYP. RAFT :STOP DETAIL BOjRACE ` )LAYER OF GYP. BOARD ADHERED WOOD CA ING AT SIDE BLOCK ALL INTERSECTION TO PLYWD. SILT. (COORDINATE WHERE APPLICABLE)NT8 CHAIN DELIE DETAIL THIGGNESSWITH ADJACENT CEILING) ATTIC ACC DETAIL NT5 (' NTv NTS IF APPLICABLE 2x FIREBLOCKING COVERED BETWEEN ENG. BALCONY TRUSSES rm T.O. DEL. TOP PLATE D5L. TOP PLATE 3/16 X3' 2x FII2E5LOCKING TAPCONS BETWEEN m 24 EXTERIOR 5TUD5 OC 42" HIGH GUARDRAIL 2x FIREBLOCKINfs BETWEEN ENG. y TRUSSES DROP ., - .. '<; ' ;c; G.LP• CLG. ® CONCRETE SLAB FIRE BLOCKING DETAIL - EINF.(SEE EQUAL EQUAL EQUAL EQUAL EQU L STRUCTURAL (® STUD WALL METAL STUD PLANS) EL 12'-5 I/2" SCALE: N.T.S.cN. EXTERIOR HIGH DROP CLG. (2)',, FINISH SECOND FLOOR - R-20 SPRAY FOAM INSULATION HAT(SEE ELECTRICAL FRAMING R-vALUE TO MEET MIN. CODE 2X4 PARTITION PLAN FOR QUANTITY 3/8 STUCCO FINISH 3/16 X3 REQUIREMENT AS SET FORTH IN WALL 5TUD5 'a AND LOCATION) ON WIRELATH TAPGONS 24" O.C.m 24' O.C. _ EL. II'_1" OL FBG 2014 W/ METAL / STAIR LANDING R-2(D SPRAY FOAM COVERED. STUD INSULATION R-VALUE ;. ., LANAI FRAMING TO MEET MIN. CODE REQUIREMENT AS 36 HIGH CONTINUOUS J GUARDRAIL 34' H. MINIMUM, 38 H. SET FORTH IN FBC MAXIMUM" CONTINUOUS HANDRAIL .-10, . J 2014 INSULATION PRE-ENG SUPPORT WOOD TRUSS SCREEN 24" C.C. MAX. ATTACHED TO 2-STORY BLOCK WALL SECTION J INSULATION SUPPORT WALL 6TUD5 09 COVERED BALCONY) S SCREEN ATTACHED SEALED ATTIC J TO PRE-ENGINEERED PARTITIONWALL DETAIL WOOD TRUSS SCALE: NSS. NOTE: _u • STAIRS RISERS TO CONFORM TO FBG 2014 33/16" MAX. VARIATION IN RISERS/TREADS - ADJACENT TO EACH OTHER 3/8" MAX. VARIATION IN ANY RISE /TREAD HANDRAIL J CIRCULAR CROSS SECTION' DIA. TO 5E 1 3/4 +-1/4" OR PROVIDE EQUIVALENT RAIL (SEE STAIR MANUF. GRASPABILITY WINDERS- MIN, 6` WIDE e NARROW END MIN. 11" U 1DTH e 12" FROM J 1 2" FOR TYPE AND SIZE) NARROW END 34"H, MIN- TO 38"H. MAX. HANDRAIL HGT. 012 X 2"SWD 2x4 STUDS • SEE STAIR MANUFACTURER'S SHOP DRAWINGS FOR MORE INFO AND EXACT J e Iro O.C. DETAILING u WALL SPACER Q 2x4 STUDS m • THIS RAILING SYSTEM IS DESIGN TO RESIST A LOAD OF 50 PL FOR A 16" O.C.CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIR CTION AT THE TOP OF io r_ SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION 2x8 BLKG. PRODUCES THE MAXIMUM 5TRES5ES, FBC 5TH ED, (2014) 16(Dl. ,l 4 1061,8,L1. BY BUILDER 2x8 BLKG w/3 m ) 1/2,' 12d NAILS EA. END _ EL. 0'-0" Eb SPACES ETWEEN STAIR r piN15H FIRSTDRYWALL FtRESTOPPING SHALL BE INSTALLED IN CONCEAL FLOOR STRINGERS SAT AST ONCE N H . R ER LE E I THE MIDDLE OF EACH RUN, AT E TOP AND BOTTOM AND BETWEEN STUDS ALONCs AND dN LINE WITH ADJACENT RUN OF STAIRS OF THE RUN PER F5C 2014. SECTIONR302-11.3. MATERIAL FOR FIRE 51 CKING SHALL CONFORM TO FBG 2014 SECTION R302-11 WALLMOUNT RAIL BLOCKING DETAIL BALUSTER 2 I/2' X 1 3/8ATTACHED USING (3) •10 ' PRODUCTION RAILING SYSTEM X 3 1/2" SCREWS RAILING SYSTEM TO COMPLY WITH THE FLORIDA BUILDING CODE 42 HIGH RESIDENTIAL - 2014 - IN ACCORDANCE WITH SECTION - R312 mRAIL 1 3/0" x 5 1/4 -RAIL I BALUSTERS SPACED TO', MAX RADIUS AT REJECT A 4" SPHERE NOSING 9/16 PICKE7 - - FASCIA SCALE: I/2 -1 0 3 m 6812 1 1/4 3/4"-1 1/4" TO FASCIA AND RAILINGIUSNG A TRIM X X 1 .1/4" 5ALU5TER G R -- - - TITE50ND WOOD GLUE OR EQUIV. AND NAILED W/(2) - 2' 16S NAILSTREAD D T Q TOP AND BOTTOM, _ S 1/16 X 9" FASCIA ATTACHED STAIR USING "10 X 1 3/4" SCREWS STRINGER DETAIL B-1 m zA �RYWALL TREAD NOSING B-1 /2"=I'-0" i BB SSW LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com CRAFTING BY A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE S3 V _BDl Y, fMxc EV F RIVEREEND l I .0T #10 170 IuIPH EXP. "C' -PROJECT## 03303.010 MODEL: THE WENTWORTH 6812 ELEV. "D" (—, ARAGE SWING: RIGHT I PAGE: DOOR & WINDOW I JTACHMENTS DETAILS ARCHITECT STATE OF FLORID "PRINT 2016 13 DA'['E: 09 / / SCALE: A .p 4 l WHEN U51NG SPRAY FOAM ROOF SHEATHING ( SEE - NON-STRUCTURAL METAL ROOFING INSULATION PROVIDE 5TRUCT. DLLGS, FOR PLYWOOD OVER 030 FELT TO CONFORM W/ INSULATION BAFFLE BETWEEN NON-STRUCTURAL METAL ROOFING SHEATHING, NAIL SPACING AND ASTM D 22G TYPE "2 TRUSSES BLOCK WALL OVER #30 FELT TO CONFORM W/ ROOF SHEATHING (SEE TYPE). ROOF SHEATHING (SEE 5TRUCT. ROOF SHEATHING ( SEE ASTM D 226, TYPE *2 STRUCT: DWGS. FOR PLYWOOD EMBED. STRAP (SEE 5TRUCT DWG5. OR PLYWOOD SHEATHING, STRUCT. DW35. FOR PLYUJOOD SHEATHING, NAILING SPACING FOR TYPE, SIZE, OF NAILS 4 IX2 P.T. FIRE -STOP DETAILS(. NAILIN SPACING AND TYPE). SHEATHINGTYPE). , NAIL SPACING AND OUTRIGGERS (SEE 5TRUCT. AND TYPE). CLG DWCzS. FOR SIZE 4 ATTACHMEN7) R-20 SPRAY FOAM WHEN'U51NG SPRAY FOAM INSULATION Ix2 P.T. WHEN USING SPRAY. FOAM R-20 SPRAY FOAM INSULATION -VA U INSULATION L R L E PROVIDE INSULATION BAFFLE „ ,, •... •. •,;,•„`%�,:;�;'%;;�:; ,,, S PRE -PRIMED SPRUCE INSULATION PROVIDE INSU R-VALUE TO MEET MIN, CODE 2x ; CODE . P.t. INSULATION BAFFLE BETWEEN TO MEET MINBETWEEN TRU55E5 'a BLOCK WALL Ix2 REQUIREMENT AS SET FORTH IN FASCIA (SEE 5TRUCT. FOR TRUSSES e BLOCK WALL SEaE TAS FBC 2x$ PRE -PRIMED SPRUCE FBC 2014 ATTACHMENT) E FORTHNFA SCIA (SEE STRUCT. FOR SEE SEE STUCCO SOFFIT m UNDERSIDE OF PRE-ENG WD. TRU65 24' O.C. MAX. 201¢ - ATTACHMENT) ELEv. PRE ENC, W. TRUSS 24" O.C. ELEV. TRUSS TAILS NOT LESS THAN 1/2" /2" HIGH STRENGTH EMBED, STRAP (SEE STRUCT FOR MAX RIGID DRYWALL TOTAL THICKNESS OVER FELT MTL: TYPE, SIZE, " OF NAILS 4 DETAILS), STUCCO SOFFIT t� UNDERSIDE OF J5T. FLR. BRG. HGT LATH. LAPPED NOT LE55 THAN 1 4 ' SS TAILS NOT LESS THAN 1/2 FAST W/ 3/0"HEAD GALV. NAILS (2 1ST. FLR. BRG. HGT , TRUSS SEE ELEVAtLONS SEE ELEVATIONS PRE-ENG IUD. TRUSS 24" O.C. MAX. TOTAL THICKNESS OVER FELT MTL: e PER TRUSS MIN.) PROVIDE CONT, 3" LATH. LAPPED NOT LESS THAN 1" 4 WIDE SCREENED VENT5 W/ WIRE GALV. METAL DRIP EDGE BOND BEAM (SEE STRUCT. FAST W/ 3/5" HEAD GALV. NAILS (2 - - - MESH CORROSION RESISTANT 1/S" DWG5 FOR SIZE AND - - PER TRU55 MIN.) PROVIDE CONT. 3" MAX OPNG. ONLY WHERE INDICATED Ix2 P.T, RE INF.) WIDE SCREENED VENTS W/ WIRE OL S'-0" WDW Hp. HGT. ON ROOF PLAN. THROUGHOUT ALL 2xS PRE -PRIMED SPRUC SEE a'-O" WDW HD. HGT. MESH CORROSION RESISTANT I/5' ELEVATIONS. 45 PER FBC R50(o. FASCIA (SEE 5TRUCT. FOR ELEv SEE ELEv. GALV. METAL DRIP EDGE MAX OPNG: ONLY WHERE INDICATED FALSE BOTTOM TRUSS WHERE ATTACHMENT) PRECAST LINTEL (SEE 5TRUCT.ON ROOF PLAN: THROUGHOUT ALL APPICABLE x2 P.T. ELEVATIONS. AS PER FBC RSOCo, WHEN USINCz SPRAY FOAM STUCCO SOFFIT o UNDERSIDE OF I DWG5. FOR SIZE AND REINEJ 1 1/2 HIGH STRENGTH RIGID DRYWALLINSULATION PROVIDE TRUS5 TAILS (ELEVATIONS A, C 4 D) ` FALSE BOTTOM TRU55 WHERE 2x8 - IM INSULATION BAFFLE BETWEEN NOT LESS THAN 1/2° TOTAL APPICABLE P RE PR ED SPRUCE BOND BEAM (SEE 5TRUCT: IX2 P.T. FIRE -STOP AT TRUSSES e BLOCK WALL THICKNESS OVER FELT MTL: LATH. FASCIA (6€E 5TRUCT: FOR DWG5 FOR SIZE AN REINF) I CLG. 4 AT 0'-0" A.F.F. IX2 F.T. FIRE -STOP AT ATTACHMENT) I LAPPED NOT LESS THAN 1 4 FAST W/ AT 8'-O" A.F.F. R-4.1 FOIL INSULATION 3/S" HEAD GALV. NAILS (2 PER STUCCO SOFFIT e UNDERSIDE OF 7RU55 2x4 P.T• NAILER R-4J FOIL INSULATION TAILS (ELEVATION B) NOT LE55 THAN WINDOW ATTACHMENT AS PER 2x4 P.T. NAILER TRUSS MIN.) PROVIDE CONT: 3" WIDE PfECASt LINTEL (SEE STRUCT. WINDOW ATTACHMENT AS 1/2" TOTAL THICKNESS OVER FELT MTL. s MANUFACTURER'S SPECIFICATIONS SCREENEDvENTS W/ WIRE MESH- PER MANUFACTURER'S; DWG5. FOR SIZE AND REINEJ 2 COATS," THICK STUCCO FINISH CORROSION RESISTANT I/S MAX e SPECIFICATIONS LATH., LAPPED NOT LESS THAN I" 4 FAST FORMED AND POURED CONCRETE APPLIED DIRECTLY OPNG. ONLY WHERE INDICATED ON W/ 3/0" HEAD GALV. NAILS l2 PER TRUSS a' CMU (SEE' 5TRUCT DWG5. 2 COATS, I THICK STUCCO SILL ISEE STRUCT. DWGS.'FOR REINFJ AT MASONRY R t STONE VENEER MIND PROVIDE. CONT. 3 WIDE SCREENED �� ROOF PLAN. THROUGHOUT ALL •° ATTACHED PER MANUF:RECOMMEND. ELEVATIONS. AS PER FBC RSOC . FOR VER7. AND HORIZ.REINFJ VENTS W/ WIRE MESH CORROSION FINISH APPLIED DIRECTLY x2 P.T. FURRING STRIPS a 24" O.G. x2 P.T. FURRING RE6I6TANT'115' MAX OPNG, ONLY WHERE TO MASONRY OR STONE VENEER A T S CMU (SEE STRUCT DWGS. FORMED AND POURED STRIPS 6 24" O.C. INDICATED ON ROOF PLAN. ATTACHED PER MANUF. RECOMMEND. 1/2 GYP WL BD FOR VERT: AND HORIZ. REINFJ CONCRETE SILL (SEE 57RUC7. .• � 1/2" GYP: WL. BD. ° THROUGHOUT ALL ELEVATIONS, AS PER 12, w n w FBC R506. S" CMU (SEE STRUCT DWG5, w w WOOD 5A5E " w z DWG5. FOR REINFJ w - N \ N d z \ w Ix2 P.T. FURRING STRIPS z 1) C U I "" U E (� R VERT. AND HORIZ. REINF.) - WOOD BASE z q FO 2 COATS, 2' THICK STUCCO .4 - Ix2 P.T. FURRING STRIPS 4( 13 - w - w - 2 COATS, J THICK STUCCO FINISH � O -0 FIN_ FLR. 0 FINISH APPLIED DIRECTLY (L APPLIED DIRECTLY r TO MASONRY OR STONE VENEER 0'-0 FIN. FLR. 0 FINISH GRADE p a o TO MASONRY OR STONE VENEER o ATTACHED PER MANUF. RECOMMEND. ATTACHED PER MANUF. RECOMMEND. b FINISH GRADE FINISH GRADE a MONOLITHIC GONG. FOOTING FINISH GRADE (SEE STRUCT. PLANS FOR a o SIZE AND REINFJ o NOTE: PROVIDE TERMITE NOTE(: PROVIDE TERMITE Q TREATMENT BELOW SLAB TREATMENT BELOW SLAB 1ST, FLR. BRG. HGT — S.,D I LO C ALL SECTION SEE ELEVATIONS 1- STDRY �LC�CI�/U-ALL S�E�TI�I�T (D_6CALr=. 3/4'=1'_O� ( — FIRE RATED)( ) sCALE: 3i4"=I,-� (NTT= F' IE RATE SEE 8'-O WDUI HD. HGT. ROOF SHEATHINCx (SEE STRUCT. �� ELEV. NON-STRUCTURAL METAL ROOFING DWG5, FOR PLYWOOD SHEATHING, OVER 030 FELT TO CONFORM W/ NAILING SPACING AN TYPE). STUCCO SOFFIT m UNDERSIDE OF ASTM D 22ro, TYPE *2 TRU65 TAILS (ELEVATIONS A, C 4 D 2x4 INSULATION STOP BETWEEN NOT LESS THAN 1/2" TOTAL WHEN USING SPRAY FOAM EACH TRU55 WITH 1" MIN SPACE THICKNESS OVER FELT MTL. LATH. BETWEEN INSULATION AND ROOF LAPPED NOT LESS THAN I" 4 FAST W/ NOTE: TYPICAL WALL SECTION INSULATION PROVIDE L PR DE INSULATION BAFFLE BETWEEN SHEATHING 3/S HEAD GALV. NAILS (2 PER SHOWS CONSTRUCTION METHODS. TRUSSES tD BLOCK WALL EMBED. STRAP (SEE STRUCT FOR TRUSS MIND PROVIDE CONT. 3" WIDE DETAIL INDICATES SOFFIT e SCREENED VENT5 W/ WIRE ME$H CONSTRUCTION AND UN -INSULATED TYPE, SIZE,. OF NAILS 4 DETAILS). CORROSION RESISTANT i/8' MAX R-2(Z� SPRAY FOAM ATTIC INSULATION R-VALUE TO OPNG. ONLY WHERE INDICATED ON MEET MIN. CODE ROOF PLAN. THROUGHOUT ALL - REQUIREM'LJJlalENT AS SET ELEVATIONS. AS PER FBC RSO(o. C O IV DITIOlV�T EI] FORTH IN FBC 2014 PRE-ENG WD. t.[2U55 24 O.C. MAX. FLR. BRS. HGT ;t R � S O F'F'IT DETAIL SEE ELEVATIONS � CONT. METAL TRACKS, FRE-FAS TRU55 1/2' HIGH STRENGTH SCALE 3/4"=1'-0" TOP 4 BOTTOM RIGID DRYWALL GALV. METAL DRIP EDGE IX2 P.T. FIRE -STOP SEE ELEv. lx2 P.T.METAL STUDS CLG BRG. HGT. �•. BOND BEAM (SEE STRUCPLAN T. 2x8 PRE -PRIMED SPRUCE SEE FLOOR DWG$ FOR 51ZE AND REINFJ FASCIA (SEE STRUCT. FOR SIZE, : N MATERIAL AND ATTACHMENT) 1/2" DRYWALL ' • • STUCCO SOFFIT @ UNDERSIDEOF STRENGTH D TRU55 TAILS NOT LESS THAN 1/2" TOTAL THICKNESS/2" HIGH RIG( DRYWALL LATH. LAPPED NOT LE55 THAN 1' 4 FAST W1 3/8" HEAD GALV. NAILS (2 VENT PIPE :. PER 7RU55 MIN.) PROVIDE CONT. 3' WIDE SCREENED vENT5 W/ WIRE ME5H CORROSION RE515TANT 1/S" MAX OPNG. ONLY WHERE INDICATED ON ROOF PLAN. THROUGHOUT ALL ELEVATIONS: A5'PER FBC R50&. C AN T I L.E ATE R TRUSS S E C T I O-------------------------- 8A5E BOARD .• ; - ' I I SCALE: 3/4"=I'-a" (NON —FIRE RATED) DRYER VENT 0 BOX METAL STUDS 24" O.C. W/ FULL ALUMINUM _FRAME po) SEE WINDOW SECURE FRAME TO LENGTH LAYER OF I/2" GYPSUM WALLBOARD SCHEDULE FOR SILL WITH SILICONE FINISH FLOOR ATTACHED TO EACH SIDE WINDOW TYPE 12' O.G. P.T. WOOD BUCK. SEE w STRUCTURAL PLANS H NOTE: SOLID SURFACING I II CQNC. SLAB ' I/2" MILDEW RESISTANT DRYWALL MATERIAL SET IN FULL I FOR!'IED AND POURED OR DEN5HIELD OR EQUAL BED OF CONSTRUCTION CONCRETE SILL (SEE AT ALL TUBS AND SHOWERS ADHESIVE5TRUCT. DWCz5. FOR REINF) I SECURE BOTTOM TRACK WITH I" X .143 DIA. POWER ° ::::ti.• :*, x,, r:..H. n : :.n;. ACCUATED FASTENERS: WITH .SEALANT �+ � � :• ..s,'°.,:;. ,, .z. ,•• :_••,:::, :. �• ::.�::;•. ;: '•. �. ....•:, ate. : �•..... . PERIMETER (TYP.) 3/4" WASHERS, 32" O.0 MAX AND 8 MIN FROM EACH END a 4 a Q CONE. SLAB n G ad Q 1/2 IN. GYPSUM WALLBOARD 0'-01, SE TION ELEVATION FIN. FLR. a a Ix2 P.T. FURRING STRIPS a W O.G. S.H. WIND ®W SILL 6uCsuFoRERET;zucT TYR INT. WALL METAL STUDS CAL DETAIL JM�-V (p6CA TEXEERIOR WALL j2VENT BOX TYPZ 11 F5 scA LE: � 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAA: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954�708-24(a8 FAX cSUBDIV. & 1-01°: RIVERBEND LOT #10 170 MPH EXP. °C" PROJECT¢# 03303.010 MODEL: THE WENTWORTH 6812 ELEV. " GARAGE SWING: RIGHT PAGE: WALL SECTIONS & mIs C DETAILS ARCHITECT- STATE OF F•LORIDA - 6 JAME ANTWELL NON-STRUCTURAL METAL ROOFING 2X4 P.T. NAILER OVER 030 FELT TO CONFORM W/ A5TM D 226, TYPE 02 2X4 P.T. NAILER WHEN USING SPRAY FOAM NON-STRUCTURAL METAL ROOFING INSULATION PROVIDE' WHEN USING SPRAY FOAM OVER #30 FELT TO CONFORM W/ ASTM INSULATION BAFFLE BETWEEN iSTFLR. BRG. HGT D 226, TYPE #2 TRUSSES -a BLOCK WALL 5TUCCO SOFFIT -e. UNDERSIDE OF INSULATION PROVIDE TRUSS TAILS (ELEVATIONS A, C 4 D) SEE ELEVATIONS INSULATION BAFFLE BETWEEN NOT LESS THAN 1/2" TOTAL TRU56E5 'a BLOCK WALL ROOF SHEATHING (SEE THICKNE55, OVER FELT MTL, LATH': STRUCT. DWGS. FOR 3 S"PNOT LESS THAN I" 4 AS T W/ PLYWOOD SHEATHING, DHEAD GALV. NAILS (2 PER SEE „ ROOF SHEATHING (SEE NAIL SPACINGS AND 8 -Qi WDW HD. HGT. TRUSS MIN.) PROVIDE CONT. " WIDE ELEV: STRUCT. DWGS. FOR PLYWOOD OUTRIGGERS (SEE TYPE). SCREENED, VENTS W/ WIRE MESH SHEATHING, NAIL SPACING: AND STRUCT, DWGS. FOR CORROSION RESISTANT 1/5" AX NOTE: TYPICAL WALL SECTION TYPE). ATTACHMENT) ELEV. VARIES NON-STRUCTURAL METAL OPNG. ONLY WHERE INDICATED ON I 5HOW5 CONSTRUCTION METHODS. PER ELEV: SEE ELEV. ROOFING OVER 0130 FELT ROOF PLAN. THROUGHOUT AL ELEV. VARIES SHEETS FOR GABLE ELEVATIONS. AS PER FBC R 6. GON5T INDICATES AN UN -INSULATED PER ELEV. SEE ELEV. HEIGHT t0 CONFORM W/ ASTM D' R D UL ED SHEETS FOR GABLE „;, ATTIC :' R-20 SPRAY FOAM .NON-STRUCTURAL METAL ROOFING 22�0, TYPE #2 HEIGHT ",;:',,,�,`.,�,"•,"„"�`' : "'`�,;';`•"':''':.%- OVER #30 FELT TO CONFORM W/ ASTM INSULATION R-VALUE x2 P.T. D 226, TYPE #2 ROOF SHEATHING (SEE 1x2 P.T. t0 MEET MIN. CODE 2x5 PRE -PRIMED 5TRUGT: DWGS. FOR PLYWOOD WHEN USINGSPRA UNCONDITIONED 2x8 PRE -PRIMED SPRUCE REQUIREMENT AS SET a"' SPRUCE FASCIA (SEE SHEATHING, NAIL SPACING FOAM INS CATION PRE PR ED PR ESEE E ° V. AN[) TYPE). PROVIDEROOF FASCIA IEEE STRUCT. FOR E ELEV FORTH IN FSG 2(014 STRUCT. FOR R O O JL' SOFFIT DETAIL ATTACHMENT) ATTACHMENT) INSULATION-- R-20 SPRAY FOAM BAFFLE BETWEEN 2ND FLR. BRG. HGT WHEN USING SPRAY FOAM INSULATION R-VALUE TRUSSES a BLOCK SCALE; 3/4 0 INSULATION PROVIDE TO MEET MIN. CODE WALL SEE ELEVATIONS INSULATION BAFFLE BETWEEN REQUIREMENT AS STUCCO SOFFIT S 1 TRU55E5 a BLOCK WALL T FORTH IN FBG 2014 ",° PRE-ENS'WD: TRUSS 24 m STUCCO SOFFIT UNDERSIDE OF O.C. PRE -ENG WOOD — --- — UNDERSIDE OF TRUSS TAILS %;!X. TRUSS 24" O:C, MAX. 11 NOT LE55 THAN 1/2 _ _ = " TOTAL 'PRE-ENG WOOD ;., MA' TRUSS TAILS NOT LESS THAN I/2 TRUSS 24" O.C. MAX. %- TOTAL THICKNESS OVER FELT MTL. tH1CKNESS OVER FELT MTL. •; " k2ND FLR. BRG. HGT LATH. LAPPED NOT LESS ' , LATH. LAPPED NOT LESS THAN 1" � THAN I" 4 FAST W/ 3/al' HEAD SEE ELEVATIONS FAST W/ 3/5" HEAD GALV. NAILS (2 PER TRUSS MIN.) PROVIDE CONT 3 GALV. NAILS (2 PER TRUSS WIDE SCREENED VENTS W/ WIRE FALSE BOTTOM TRU55 WHERE MIN. PROVIDE CONT. 3" GALV. METAL EMBED. STRAP (SEE — —I APPICABLE WIDE SCREENED VENTS W/ MESH CORROSION RESISTANT I/5" WIRE MESH CORROSION DRIP EDGE SEE 6TRUCT FOR TYPE, SIZE, GALV. METAL DRIP EDGE MAX OPNG. ONLY WHERE INDICATED LEv. OF NAILS 4 DETAILS). RESISTANT I/5 MAX OPNG. ;: ON ROOF PLAN. THROUGHOUT ALL 'lx2 P.T. Ix2'P.T. 1/2" HIGH STRENGTH ONLY WHERE INDICATED ON FALSE BOTTOM TRUSS WHERE SEE ELEVATIONS. AS PER FBC RS00, RIGID DRYWALL ROOF PLAN. THROUGHOUT APPICABLE 4 ELEv. 2x8 PRE -PRIMED SPRUCE 1X2 P.T.FIRE-STOP ALL ELEVATIONS. AS PER FASCIA (SEE STRUCT. FOR FBC ELEVATIONS. 2x8 PRE -PRIMED SPRUCE �' ATTACHMENT) CLG. 4 a8'-a" A.F.F. FASCIA 1/2" HIGH STRENGTH (S ST UCT. RIGID DRYWALL BONS BEAM (SEE STRUCT. BON AM (S ST UCT EE R DWGS FOR 51ZE AND REINFJ R-4.I FOIL INSULATION DBE (SEE R FOR ATTACHMENT) IX2 P.T. FIRE -STOP PRECAST LINTEL (SEE STRUCT. DWGS FOR SIZE AND REINFJ CLG: 4 a5'-(O A.F.F. STUCCO SOFFIT s UNDERSIDE OF DWGS. FOR 51ZE AND REINFJ BOND BEAM (SEE STRUCT: TRUSS TAILS (ELEVATION B) NOT LESS WINDOW ATTACHMENT AS PER STUCCO SOFFIT -e UNDERSIDE OF DWGS FOR SIZE AND REINF.) THAN 1/2' TOTAL THICKNESS OVER FELT MANUFACTURER'S TRUSS TAILS (ELEVATIONS A, C 4 D) MTL. LATH. LAPPED NOT LESS THAN i" SPECIFICATIONS R-4,1 FOIL INSULATION 4 FAST W/ 3/5" HEAD GALV. NAILS (2 2 COATS, a THICK STUCCO NOT LESS THAN I/2" TOTAL FORMED AND POURED FINISH APPLIED DIRECTLY TO THICKNESS OVER FELT MTL. LATH. PRECAST LINTEL (SEE STRUCT_ PER TRUSS MIN.) PROVIDE CONT. 3 CONCRETE SILL (SEE STRUCT. LAPPED NOT LESS THAN 1 4 FAST W/ DWGS. FOR SIZE AND REINF.) WIDE SCREENED VENTS W/ WIRE MESH 4 DWGS, FOR REINFJ MASONRY OR STONE VENEER CORROSION -RESISTANT 1/5" MAX ATTACHED 3/5" HEAD GALV. NAILS (2 PER WINDOW ATTACHMENT AS IX2 P.T. FURRING PER MANUR RECOMMEND. TRUSS MIN.) PROVIDE CONT 3" WIDE PER MANUFACTURER'S ROOF- ONLY WHERE INDICATED ON 2X4 P.T. BLKG — SCREENED VENTS W/ WIRE MESH SPECIFICATIONS ROOF PLAN. THROUGHOUT ALL SEE STRUCTURAL PLANS CORROSION RESISTANT l/5" MAX ELEVATIONS, AS PER FBC RS@6. e FORMED AND POURED 3 O N . ONLY WHERE INDICATED ON ° GYPCRETE TOPPING ON P G L ERE D ED CONCRETE SILL (SEE STR T. 2 COATS, '" THICK STUCCO PLYWOOD SHEATHING OR ROOF PLAN. THROUGHOUT ALL -� a OW35. FOR REINFJ FINISH APPLIED DIRECTLY ELEVATIONS. A5 PER FBG R506. / 2 COATS, �' THICK STUCCO EDGE GOLD PANEL IX2 P.T. FURRINFINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER SEE STRUCTURAL PLANS ' 2X4 P.T. BLKG TO MASONRY OR STONE ATTACHED PER 1" IANUF. REGOMMENI . SEE STRUCTURAL PLANS I VENEER 2ND FLOOR TRUSS ATTACHED PER MANUF.. LEDGER (SEE STRUCT. DWGS. TOP OF SEE STRUCTURAL 4" GYPGRETE TOPPING,,ON RECOMMEND. FOR ATTACHMENT) OND BEAM PLANS FOR 2 GOATS," THICK STUCCO PLYWOOD SHEATHING OR 4" 5EE ELEVATIONS ATTACHMENT 4 FINISH APPLIED DIRECTLY EDGE GOLD PANEL (SEE TRUSS LAYOUT / TO MASONRY OR STONE VENEER STRUCTURAL PLANS) i ENGINEERING FOR ATTACHED PER I'M.4NUF RECOMMEND. IADDITIONAL INFO Em TOP OF 2ND FLOOR TRUSS BOND BEAM (SEE 5TRUGT. CEILING HEIGHT BOND BEAM (BEE STRUCT. olL5OND BEAM SEE 5TRUGTURAL DWGS FOR 51ZE AND REINFJ ° SEE ELEVATIONS DWGS FOR SIZE AND REINFJ SEE ELEVATIONS PLANS FOR 1/2 HIGH STRENGTH RIGID ATTACHMENT 4 DRYWALL LEDGER (SEE STRUCT. DWGS. TRUSS LAYOUT / IX2 P:T. FIRE -STOP _ _ 8'-f0" WDW' FOR ATTACHMENT) ENGINEERING FOR e CLG. 4-+8'-O" A.F.F. HD, HGL ADDITIONAL INFO IX2 P.T. FIRE -STOP BOND BEAM (SEE STRUCT. CEILING HEIGHT SEE ELEVATIOe CLG. 4 eS'-O A.F.F. NS _DWGS FOR SIZE AND REINFJ- BOND BEAM (SEE STRUCT. I/2" HIGH STRENGTH RIGID BOND FOIL INSULATION DWGS FOR SIZE AND REINF.) DRYWALL 8'-0" WDW 1X21 P.T. FIRE -STOP — HD: HGT. a CLG. 48'-0" A.F.F. 1/2" THICK, 2 GOAT STUCCO PRECAST LINTEL (5EE STRUCT: IX2 P.T. FIRE -STOP 1/2" THICK, 2 COAT STUCCO FINISH APPLIED DIRECTLY DWGS, FOR'SIZE AND REINFJ e CLG: 4 e5'-m" A.F.F. FINISH APPLIED DIRECTLY TO MASONRY OR STONE R-4.l FOIL INSULATION TO MASONRY OR STONE VENEER ATTACHED PER - VENEER ATTACHED PER MWINDOW ATTACHMENT'45 PERANUF. RECOMMEND. MANUFACTURER'S MANUF. RECOMMEND. PRECAST LINTEL (SEE STRUCT. SPECIFICATIONS DWGS. FOR SIZEAND REINFJ NON-STRUCTURAL METAL ROOFING ROOF SHEATHING (SEE STRUCT. WINDOW ATTACHMENT AS PER OVER 030 FELT TO CONFORM W/ DWGS. FOR PLYWOOD SHEATHING, 1/2 THICK, 2 COAT STUCCO MANUFACTURER'S ASTM D 226,"TYPE #2 NAILING SPACING AND TYPE). FORMED AND POURED FINSH APPLIED DIRECTLY SPECIFICATIONS CONCRETE .SILL TO MASONRY OR STONE R 20 SPRAY FOAM 2x4 INSULATION STOP BETWEEN e; (SEE STRUCT. DWGS. FOR REINFJ -VENEER ATTACHED PER EACH TRUSS WITH I'MIN SPACE MANUF, RECOMMEND. INSULATION R-VALUE ° �� S GMU `ISEE STRUCT S. N DWG I TO MEET MIN. CODE BETWEENI INSULATION AND ROOF REQUIREMENT AS SHEATHING FOR VERT. AND HORIZ. REINFJ SET FORTH IN FBC ;,,,, 1/2" THICK, 2 COAT STUCCO ' EMBED. 5TRAP (SEE STRUCT FOR ' 2014 TYPE, SIZE, # OF NAILS 4 DETAILS)_ Ix2 P.T. FURRING FINTSH APPLIED DIRECTLY STRIPS a 24' O:C. TO MASONRY OR STONE PRE-ENG WD. TRUSS 24 O.G. MAX. VENEER ATTACHED PER a FORMED AND POURED ;a- 1/2' GYP. WL. BD. MANUF. RECOMMEND. CONCRETE SILL Q N WOOD BASE N z (SEE 5TRUGT. DWG -FOR REINFJ FLR. BRG. HGT z4 S N Ix2 P.T. FURRING STRIPS f 24 SEE ELEV'S U Ix2 P.T. FURRING Q w W O.C. WHEN USING SPRAY SEE ELEV. E�n� � � � m � � 0 S' GMU' (SEE STRUCT DWGSff FOAI I INSUI ATION FOR VERT. AND HORIZ. REINFJ PROVIDE lx2 P.T. ^ a 4 d FIN. FLR a INSULATION BAFFLE a 1/2 GYP. WL. BD. w 4 a w „ z z �x5 PRE -PRIMED SPRUCE ' BETWEEN TRUSSES •• MONOLITHIC CONC. FOOTING WOOD BASE ti w BLOCK WALL FASCIA (SEE STRUCT. FOR SIZE, ' ` a lX2 P.T. FURRING = U _ MATERIAL AND ATTACHMENT) ° a a (SEE STRUCT. PLANS FOR SIZE � 1/2 HIGH STRENGTH m' m' 0 RIGID DRYWALL GRADE AND REINFJ a� ?GRADE STUCCO STOP a a SOFFIT UNDERSIDE OF NOTE: PROVIDE TERMITE IX2 P.T. FIRE STOP TRU55 TAIL P DE ER � � � S NOT LESS THAN 1/2" TOTAL FIN. FLR. STUCCO GRAD 9 CLG. THICKNESS OVER FELT MTL. LATH. LAPPED TREATMENT BELOW SLAB a a NOT SS THAN 14 FAST e LE F 5 W 3/5 HEAD' GA V. e MONOLITHIC GONG. FOOTING BOND BEAM L (SEE STRUCT; PLANS FOR 51ZE (SEE STRUCT. NAILS (2 PER TRUSS MINJ PROVIDE CO NT. 3 GRADE AND REINFJ a DWGS FOR 51ZE WIDE SCREENED VENTS W/ WIRE MESH °a AND REINFJ CORROSION RESISTANT 1/5" MAX OPNG, ONLY NOTE: PROVIDE TERMITE WHERE INDICATED ON ROOF PLAN. r� �I TREATMENT BELOW 5LA5 THROUGHOUT ALL ELEVATIONS. AS PER FBG 2 — S JL O' R gqT BLOCK WALL SECTION R8(06. 5CALE: 3/4" =1' -,a -OF2IJOC� tiVALL S]�C �IOI� C1�IT�'ILETER �'I��JSS SECTION SCALE: ` 3/4 _ I e� ( ]�C�hT- FIRE I�ATEI�) SOLE: 3/4"=1'-�" (XON- FIRE SATED) DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC- 1 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 9541708-2468 FAX UBDTV. Sc LOT: R,IVERBEND LOT #10 170 MPH EXP. "C° PAGE: MONOr]�Lr,IT��---yIITC 2-STORY WALL, SECTIONS STATE OF FLORIDAI JAM L T�IiEL AR I I ti T. IAA 1 `1 z ELECTICAL LEGEND S`I'M50L DEFINITION NOTE5 EQUIPED WITH GROUND 125v OUTLET FAULT INTERUPTER /20 AMP (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND FAULT INTERUPTER IIOV OUTLET (TAMPER RESISTANT - TYPE) 110V OUTLET EQUIPED WITH GROUND 1/2 OF OUTLET FAULT INTERUPTER WIRED TO SWITCH (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND 110V OUTLET FAULT INTERUPTER CTAMPER. RESISTANT UFI TYPE) �j�jJJJJ 220V OUTLET 4 WIRE CONNECTION EXTERIOR WATERPROOF OUTLET GROUND FAULT pl W/ PLASTIC ".INTERRUPTER BUBBLE COVER �. SWITCH SWITCH 3-WAY OPER. �4 SWITCH 4-WAY OPER. SWITCH DIMMER 7( WALL MOUNTED LIGHT ) J�©MVP CEILING LIGHT VAPOR PROOF LIGHT ORECESSED CAN O 4" MINI -RECESSED CAN VENT. FAN CFM PER 60. FT. I CPY PER (�) T VENT. FAN W/LIGHT 50, FT. p �D 3 BULB LIGHT STRIP 0060 2 LIGHT STRIP 4 LIGHT STRIP pa 6-5-�—gyp 2-51.11-15LURAP 4 FLUORESCENT LIGHT AROUND 1� 2 RECESSED 2-5UL5 WRAP L-- FLUORESCENT LIGHT AROUND SECURITY SYSTEM ® PANEL ( STRUCTUREDCABLE �un 8 PANEL INCLUDES OUTLET ® PANEL METER SD SMOKE DETECTOR BATT. BACK-UP W/ HARDWIRE INTERCONNECTED BATT. BACK-UP W/ SD/co - HARDWIRE INTER - CARBON MONOXIDE/ CONNECTED SHALL SMOKE DETECTOR COM50 BE A DISTANCE OF NOT LESS THEN 4' FROM WALL 1/ TELEPHONE JACK WATER HEAT. W/H DISCONNECT AlC AIR COND. DISCONNECT Tv. TELEVISIONS JACK '05' AFF. CEILING BOX REQ, TO BE SUPPORTED IN O: J-SOX ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQ.TO PROVIDE FAN BOX BESUPPORTED IN O W/ 3-WIRE FOR ACCORDANCE W/ BOX OPTIONAL FAN MARKED AS SUCH FOR INSPECTION PREWIRE FOR KP ALARM SYSTEM qK AUDIO CONTROL VOLUME CONTROL KEYPAD HAIF.5 PUSH- BUTTON FOR CHIMES EXTERIOR WALL IRR IRRIGATION TIMER AND MOUNTED WEATHER CONTROL BOX PROOFLOW VOLTAGE BOX EXTERIOR WALL O THERMOSTAT MOUNTED WEATHER PROOF LOW VOLTAGE BOX _ EXTERIOR WALL PHONE / DATA MOUNTED WEATHER P✓D Box PROOF LOW VOLTAGE BOX CHIME CHIME, VERIFY MOUNTED HEIGHT IN FIELD FLOOD LIGHT PENDANT LIGHT UNDER r-'--� CABINET.LIGHTING VOLUME CONTROL DROP COORDINATES. SPEAKERS INSTALLATION W/ MANUFACTURER. VOLUME COORDINATE. CONTROL INSTALLATIONW/ MANUFACTURER - WALL MOUNTED Tv COORDINATE © PRE -WIRE INSTALLATIONW/ MANUFACTURER .--�. OVER CABINETCOORDINATE INSTALLATION W/ LIGHTING MANUFACTURER / F WP/wI B� B�--------� — US}3 , � Q MA-2,4 OUTLET FOR AI3 BULTER\ 21 A25 MICRO TOWER - _A9 AI3 - PANTRY LIVING I I FOYER - -- - -- - m AI3 /i Sl "B I A20 ROOM OPEN ro TO LIGHT NI I -, MA-5 All �`� A25 ABOVE FIXTURES I , �-A13 Al ABovE DINING - ATI - 713 - WP/GFI Q FOYER �I I A13 _ / oN WH A26 � BULK 44 . . w6,PB. FOR8 m I " j_-.. - AI3 z Q GARAGE - - A9 i AI3 AI3. B13,I5 24 U - — - \- - OPE NER A25 - - - - - - - - J AIS P.B:LF-OR " / WP-5 a CHIMES s A9 1 GFI - - - - - - I I A26 W .1 — ---- --- - GF I — OVERED z A26 ENTRY 44',A.FF. P.B. FOR MA-13 GFI �_--- -- GARAGE DR OPENER 2 AI9 ),' WALL ;A2 NTED WALL MOUNTED LIGHTWITCH I - MWP/GFI IN At -- AI9 LIGHT W/ SWItCH r - / IN ATTIC ------ -- — 6 ----- -- A26 PANEL "B" �- - -,- - - - - -� J ------------------ PROVIDE GARAGE 2 METER SURGE GARAGE 1 FIELDY PROTECTORVRIF MAIN LOG. COURTYARD Az�''� A 6 f PANEL "A' I MA-1 SPRINKLER ATaT A24 / A22 A28 CEILING MOUNTED j RECEPTACLE RCEILING MOUNTED RECEPTACLE FOR GARAGE FOR GARAGE DOOR OPENER' / DOOR OPENER WP/GFI ----- - --- ---- /----------- Wl=/C3F1 ------------ A27 A27 i " A21 — - — A21 COACH - COACH - - COACH - - COACH LIGHt _ ---- - LIGHT ------- - -� LIGHT LIGHT ELECTRICAL PLAN I T FLOOR SCALE: 1/4" ^ I'-0 MA-5 IA32 - - A32 AI9 AI9 AI9 WP/GFI B12� �512 m -- ------------- �� A32 r CLUB 1 ROOM j COVERED f LANAI I AI9 TYI I B12F I I I I `�----�-- /' I GREAT TV \��✓ �` \�`'�- � ROOM ---- l A34 A34 A34 A34 / A34 I I L w 812 TO LIGHT 512 FIXTURES ABOVE TO FAN A32 - - - T - - - - - J I MA-5 ( ABOVE A32 WP GFI -------- -- -- AI9 AI9 -HE--------------- r ---� - CORRIDOR _ --------------------- A20 j A30 A30` II A30 -w A�30 Ag �' \-iA 1 1 A30 j All All `AI7 DE A30 A30 I I A301 I F - - _ -J A30 - - - CASUAL} A2 -------------------7 DINING BATH 6 \- - - - - - - - - - - - - - - - PWDR 1 AI'!i CA.FI All All / All A20 20 \ �\ A20 n y / --A31 A5 / A9 ---- A20J� All A3 �� 7/ \� s - 31 GFI rnFi - , SWITCH FOR - - - -- A20 l _ =/ \�'� _ At l DISP. A29 - 1 r- J"l (�ij 1 GFI INSTA I I Al O I iDE CAB. A29 I / o AHU 0 - - - - 1, I To LIGHT rT0 =fGHi A31 A31 _ _ tYP. _ 2 - -, I FIXTURE g r RIX All IF -- A11 1 B� AFC1 CENTER BOVE `J1 ��'� �S.D �A20/ STAIR \ A31 A5 AI"IA\ A5 \ F Bl BUL T1-IN i GFI\I� G I Efj BEDROOM #5 I, �16CONN I Al ' ; . 1 �F1 CAxt DISP. / -- EsUILT-I ' \OUTLET O TLET DISCONN. ELEVATOR Ir } All B PANTRY' m z �`J� KITCHEN ``,� �� n CaND T! I WALL �n rul At WALL 'HGT. PER. AI7 A7 2 4 013 W1 HOOD a MANUF. SPEC? A fD` MOUNTED Q �O VENT ABOV Fop, Hoop Y4 AFCI S.D. AI3 AI3 �l A25 BATH 'S jA20 A25 - A31 ��,� r� — — — — — — — A9 — ^�A9 a rNo! 941111411 m, KIM 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482 0957 OFFICE 954 708 2468 FAX ff ;JBDIV. & EO T: RIVERBEND LOT #10 170 MPH EXP. 'C' PROJECT#: 03303.010 MODEL: THE WENTW0RTI 6612 ELEV. „D„ GARAGE SWING: RIGHT PAGE: - -.._.— ELECTRICAL PLAN FIRST FLOOR ARCHITECT STATE OF I LORIDA PRINT Sk AL S50 j^ILi SHEE NO: I 9 A R C N 11° EC TS Design I oup Inc. 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com CRAFTING BY; A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954)708-2468 FAX L313DIV. 8c LO'r: RIVEREEND LOT 10 ° '170 MPH EXP. "Cw @ I-ROJECT# -- 03303. 010 MODEL:. '}'CIE WENTWORTH 6812 ELEV. D,„ GARAGE SWING: RICH i 1MECTRIC'AL PLAN SECOND FLOOR ARCHITECT - STATE OF FLORIDA D ATE_ C�� T mIkwAm ARCH I"FECTS 1® ELECTRICAL NOTES 1. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) NFPA-70, THE LATEST EDITIONS OF ALL LOCAL CODES, RULES AND ORDINANCES HAVING JURISDICTION AND FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS. 2: ALL EQUIPMENT, DEVICES AND ELECTRICAL EQUIPMENT MUST BE APPROvEp BY UNDERWRITERS LABORATORY (U.L.), OR ANY NATIONAL RECOGNIZED TESTING AGENCY, 3. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 4. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. 5. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITI' AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. �- A. ALL CONDUCTORS SHALL BE COPPER TYPE THWN OR AN ALUMINUM EQUAL ALTERNATIVE EXCEPT AS OTHERWISE NOTED. B. MINIMUM WIRE SIZE SHALL BE *14 A.W.G. UNLESS OTHERWISE NOTED. C. LOAD CENTERS AND PANELBOARDS: a. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER. b. ALL CIRCUIT BREAKERS INSTALLED IN PANELBOARDS SHALL BE BOLT -ON. o. ALL CIRCUIT BREAKERS INSTALLED IN LOAD CENTERS SHALL BE PLUG-IN: d: ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. e. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE CIRCUIT BREAKERS F. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. WIRING METHODS A. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. B. ELECTRICAL NONMETALLIC TUBING (EMT), WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE IS ACCEPTABLE FOR USE WITH INTERIOR BRANCH CIRCUIT WIRING CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. C. TYPE MC (METAL CLAD) CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPS OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. D. TYPE NM (NONMETALLIC SHEATH) CABLE WITH INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS AND CONCEALED IN WALLS OR ABOVE CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION 8: CONTRACTOR SHALL COORDINATE WITH ELECTRICAL, TELEPHONE AND CABLE UTILITY COMPANY REPRESENTATIVE, SERVICE ENTRANCE LOCATION AND ANY OTHER REQUIREMENT, 9. SERVICE ENTRANCE ELECTRICAL EQUIPMENT SHALL BE AS SPECIFIED ON PLANS. ALL OTHER DEVICES DOWNSTREAM OF MAIN BREAKER TO BE 12K AIC RATED UNLESS OTHERWISE NOTED. 10. BEFORE ANY ELECTRICAL EQUIPMENT INSTALLATION, CONTRACTOR SHALL FIELD VERIFY THE SIZE OF THE FEEDERS AND OVER CURRENT PROTECTION DEVICES WITH MANUFACTURER'S EQUIPMENT SPECIFICATION. 11. PROVIDE DISCONNECT SWITCHES FORA/C EQUIPMENT AND PUMPS PER MANUFACTURER'S RECOMMENDATIONS. 12: PROVIDE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GFI) AS PER NEC 210-8(a), THIS SHALL INCLUDE BATHROOMS, GARAGES, OUTDOOR RECEPTACLES, KITCHENS AND AT WET BAR SINK ARE, AS APPLICABLE. 13, PROVIDE COMBINATION TYPE ARC FAULT PROTECTION CIRCUIT BREAKER (AFC-1) FOR OUTLETS INSTALLED IN ALL DWELLING UNITS ROOMS, EXCEPT FOR KITCHENS, BATHROOM, GARAGE, UNFINISHED BASEMENTS AND ROOMS OR AREAS NOT SPECIFIED IN SECTION 210-12. PROVIDE DEDICATED NEUTRAL WIRE FOR EACH ARC FAULT CIRCUIT BREAKER. 14. PROVIDE PRE -WIRED TELEPHONE AND CABLE TV OUTLETS AS SHOWN ON PLAN OR AS IDENTIFIED ON OPTIONS SHEETS. 15. SMOKE DETECTORS SHALL HAVE A SELF CONTAINED BATTERY BACK UP AND BE CONNECTED TO LIGHTING CIRCUIT AHEAD OF SWITCHES. ALL SMOKE DETECTORS WITHIN THE HOUSE SHALL BE INTERCONNECTED FOR SIMULTANEOUS OPERATION, AND SHALL BE ON AN ARC FAULT CIRCUIT INTERRUPTER.. 51VGLE STATION SMOKE DETECTORS SHALL BE INSTALLED MIN 3' FROM ANY A/C REGISTER, BATHROOM OR KITCHEN DOORS CONTRACTOR SHALL VERFY 1N FIELD I 6. HYDROI"IA58,4GE BATHTUBS SHALL BE INSTALLED AS PER NEC OSO a. ACCESSIBILITY SHALL BE PROVIDED AS PER NEC 680-13 b. ALL METAL PIPE SYSTEM, METAL PARTS OF ELECTRICAL EQUIPMENT, AND PUMP MOTORS ASSOCIATED WITH THE HYDROMA56AGE TUB SHALL BE BONDED TOGETHER USING A COPPER BONDING JUMPER, INSULATED,COVERED OR BARE, NO SMALLER THAN *8 SOLID AS PER NEC 680-14 1-1. ELECTRICAL DEVICES SHALL BE MOUNTED AS NOTED BELOW, UNLESS SPECIFICALLY NOTED OTHERWISE: a. GENERAL PURPOSE RECEPTACLES:' 10' AFF TO BOTTOM OF FIXTURE In. LIGHT SWITCH: 44' AFF TO BOTTOM OF FIXTURE 18. LIGHTS LOCATED ABOVE SHOWER OR BATH TUB SHALL BE SUITABLE FOR WET LOCATION (SHOWER TRIM): 19. ALL RECEPTACLES SHALL BE TAMPER RESISTANCE 20. A MINIMUM OF 7590 OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS OR A MINIMUM OF -159. OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS EXCEPTION: LOW -VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO UTILIZE HIGH -EFFICIENCY LAMPS 21, RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED, 1=15C-R402.4.5. FAULT CURfR NT CALCULATION FPL TRANSFORMER 100 KVA Fla (100 KVA) = 411 A a 240V,10: I LET THRU = 417/Z(1.6) 42,119A 1T IS: #1 NUMBER OF CONDUCTORS PER PHASE:: 2 CONDUCTOR LENGTH 'L': 40' CONDUCTOR C VALUE: 1,493 F 2 x L x 1 = 2x40x427113 1.5023 C x ELL 7,493 x 240 M = 1 = i = 0,3445 1 + f I + LJ023 ISCA = AVAILABLE FROM UTILITY x M = 42,779 x 0.344F, = 14,139 AMPS USE 22K, A.I.G. RATED AT THE SERVICE USE IOK, A.I.C. RATED AT PANELS PANEL: 8/16 wp cit. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 200 Amp M.C.B FEEDER: 3- #4/0 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3- #350 AL THWN & 1- #4 Cu (G) in 2-1/2" C. Wire I Pole Bkr Description Watts. Circuit Circuit Watts Description Bkr Pole Wire #10 2 30 A/C CU-1 4992 1 2 �k 6888 A/C CU-2 3 4 50 2 #6 #12 1 20 Exterior Receptacle 1200 5 6 Space #12 1 20 Sprinkler 1000 7 8 Space .._.�_..� PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 200 Amp M.L.0 FEEDER: 3- #4/0 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3- #350 AL THWN & 1- #4 Cu (G) in 2-1/2" C Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Small Appliances 1500 1 2 10000 Cooktop 50 2 #6 #12 1 20 Microwave 1800 3 4 #12 1 20 Small Appliances 1500 5 6 4500 Water Heater 25 2 #10 #12 1 20 Refrigerator 1200 7 8 #12 #12 1 1 20 20 Dining / Casual Dining AFCI 1st Floor Bath GFI receptacces 1500 1200 9 11 10 1200 Disposal GFI 20 1 #12 12 1200 Dishwasher GFI 20 1 #12 #14 1 15 Dining Light / B'S Pantry AFCI 900 13 14 5000 Dryer 30 2 #10 #14 1 15 Great Room Lights AFCI 900 15 16 #14 1 15 Kitchen Lights / Cas. Din Lts. AFCI 900 17 18 1500 Washer GFI 20 1 #12 #14 1 15 Great Room Receptacles AFCI 900 19 20 900 Den AFCI / Hall #1 15 1 #14 #12 1 20 Laundry AFCI 1200 21 22 1000 Garage #1 Door Opener GFI 20 1 #12 #12 1 20 1 Hood Fan 1200 23 24 1000 Garage #2 Door Opener GFI 20 1 #12 #14 1 15 1 Living Room /,Foyer AFCI 900 25 26 1500 Garage Lights and receptacles 20 1 #12 #12 1 20 Exterior Lighting / Front Balcony 1200 27 28 1000 AT & T GFI Receptacle 20 1 #12 #14 1 15 SD & SICO AFCI 900 29 30 900 Corridor AFCI 15 1 #12 #14 1 15 1 st FL Stairs/Bath#6/Stor/PWDR/Pan. AFCI 900 31 32 900 Club Room 1 of 2 AFCI 15 1 #12 Spade 1 33 34 900 Covered Lanai / Rear Bal06ny AFCI 15 1 #12 #4 2 60 Doubl@ Electric Wall Oven 8000 1 35 36 900 Stairs 2nd Floor AFCI 15 1 #12 37 38 Space #10 2 30 A/C AHU-1 (Heat@r 5 KVA at 65%) 4524 KC. 39 40 7566 A/C AHU-2 N.C. (Heater 8 KVA at 65%) 50 2 # 41 42 GARAGE OUTSIDE 32400 Load sub'@ct to demand factor calculations line _. Load subject to dent@nd factor calculations / line 28800 WALL Demand Factor Calculations: Total load subject to demand factor 61200 PANEL PANEL 200A IOOA 3OO AMP METER COMBINATION 120 2k0, IPH, 3W, NEMA 3R 1 3#4/(D Cu, THWN 3 3 I Cu, THWN +I*6 Cu (G) IN 2" CONDUIT I#6 Cu (G) IN 2" CONDUIT NEMA 31� OR OR # 3#1/O AL,7HWN 3 350 AL, THU1N +1*4 Cu IG) IN 2 1/1" CONDUIT +106 Cu IG) IN 2" CONDUIT 100A 20014 Q3012 Cu; THWN IN 1/2" CONDUIT MAIN MAIN BREAKER BEAKER' WF BT ERTv B PROOF BOX ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT QUIT INTERRUPTER NC: NON -COINCIDENT LOAD _ GFI: GROUND FAULT INTERRUPTER First 10000 watts at 100% 10000 o Remaining. watts at 40% 20480 Total A/C load 12090 Future Growth = 10% 4257 LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD Total Connected Load Watts 46827 Total Amps (watts✓ 240 volts) 195.1 Oj 0 NEMA 3R PHONE /DATA WEATHER PRooF Box PANEL - B PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 100 Amp M.L.O GROUND LINE INTERSYSTEM BONDING SPRINK ER TERMINAL AR LOW VOLTAGE II CONNECTIONS FEEDER: 3-#1 Cu _ i Cu THWN & 1 #6 Cu (G) m 2 C. OR 3- #1!0 AL THWN & 1 #6 Cu (G) to 2 C. EXTERIOR GFI RECEP. Wire Pole Bkr Descri tion 120/240 V:UNDERGROUND ..�._ ELECTRICAL SERVICE FROM UTILITY COMPANY *4 CU CONTINUOUS TO CLAMP TO FOOTING W/ APPROVED BURIAL CLAMP NOTE: ELECTRI ELEC G 04 CU TO C.W.P. WHEN METALLIC WATER PIPING IS USED 61-0^ GROUND. IMINJ STEEL 3�4" OXIO'-O" COPPER CLAD IRECT GROUND RODS DRIVEN INTO GROUND AL MATERIALS AND INSTALLATIONS SHALL 111 APPLICABLE PROVISIONS OF THE NATIONAL DE FBCR 2014 5TI-1 EDITION ELECTRICAL P al —la #14 1 15 P Bedroom #2 / Bath #2 AFCI a 900 rrcur 1 rrcurt Watts Description Bkr Pole Wire 2 900 Master Bedroom AFCI 15 1 #14 #14 1 15 Bedroom #3 AFCI 900 3 4 900 Master Bathroom 1 of 2 / W.I.C. AFCI 15 1 #14 #14 1 15 Bedroom #4 AFCI 900 5 6 900 Master Bathroom 2 of 2 AFCI 15 1 #14 #14 1 15 Bed #5 / Bath #5 7 8 900 Bath #4 / Storage / Hall #2 AFCI 15 1 #14 #14 1 15 Hall #3 /Bath #3 AFCI900 9 10 900 Loft / PWDR #2 AFCI 15 1 #14 #12 1 20 2nd Floor Bath G1200 11 12 900 Club Rm 2 of 2 AFCI 15 1 #14 #8 2 40 nFCl900 A/C CU-36168 13 14 Space 15 16 Space Space17 18 Space Space19 20 Space Space21COMPLY #12 1 20 Elevator Lights1500 23 24 snare ROV O LOCAL CODES, AND THE LOCAL POWER CO. #10 2 1 30 1 Elevator Disconnect Load subject to demand factor calculations / line Demand factor Calculations: al load subject to demand factor ;t 10000 watts at 100% naining watts at 40% al A/C load al Connected Load Watts al Amps (watts / 240 volts) 5000 18368 23768 10000 5507.2 7566 23073.2 96.1 7566 N.C. 4 AHU-3 50 2 iter 8 KVA at 65%) Load subject to demand factor calculations / line ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER #6 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD General Lighting & Receptacle Load Total A/C Square Feet 5879 General Lts & Rec 3 W / Sq. Ft. 17637 Hi -Hats 84 at 65W/Li ht at 100%q 5460 Total General Lights & Rec (Watts) OW107 Ckts# atts/c Total watts General Lts & Rec Panel A 1 141 9241 12934 General Lts & Rec Panel B 1 111 9241 10163_ * �;' 0k, sl f 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 GDRAF,TINGY: A.B. DROUPDRAINC.1191 PORTCENTERUITE 207DEERFIELFL 33442(954)4OFFICE�954'FAX n OT:D"Co0 THE WENTWORTH 6812 ELEV. "D" GARAGE SWING. RIGHT _ PAGE: LA LECTRICA_V'__ PANE1 AND RISER ARCHITECT - STATE ATE OF FLORIDA jAM 1D1I LL AR'N )79 / rwu• `1 PRINT O DATE: SCALKX S : O SHEE ' 2 r FIXTURE SANITARY PITCH FIXTURE UNITS z WASHER 3 I/8" 2 6 LAUNDRY TUB 1 1/4 1/5" 2 a SUB TOTAL = 4 - FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 1 I/4" 1/4" 1 F WATER CLOSET 3° 1/3" 3 c TUB/SHWR 11/2' 1/4" 2 SUB TOTAL = ro FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11/4, 1/41, I H WATER CLOSET 3" 1/8" 3 TUB/SHWR 11/2' 114" 2 SUB TOTAL = fo FIXTURE SANITARY PITCH FIXTURE UNITS co LAVATORY 1 1/4' 1141, 1' x WATER CLOSET 3" 1/8" 3 TU5/6HWR 11/2, I/4" 2 SUB TOTAL = 9> FIXTURE SANITARY PITCH FI TURE UNITS x LAVATORY 11/4" 1/4" LAVATORY 1 1/4" 1/4" I ' p WATER CLOSET 3" 1/5" 3 F WATER CLOSET 3" 1/S" 3 SHOWER 11/2" 2 TU5 I I/2" 1/4" i2 SUBTOTAL = 12 TOTAL! _ 58 PLUMBING SCHEDULE NO. DESCRIPITION WASTE WATER REMARKS (GPM) COLD HOT WC WATER CLOSET 3" 1/2" — 1.25 GALLONS PER FLUSHING CYCLE LAV, LAVATORY 1 1/4" 1/2, 1/2" 1.5 GPM PSI TU5/ SHWR TUB /SHOWER (2) 1 1/2, I/21, 112" 1.5 GPM a"&V PSI - G:T. GARDEN TUB CI) 1 1/2° /2" 1/2° 1.5 GFM (00 PSI SHWR SHOWER (1) 2" 1/2' I/2" 1.5 GPM 60 PSI' SINK KITCHEN SINK (2) 2" 112' 1/2" 1.5 GFM (00 PSI W CLOTHES WASHER (2) 2" 1/2' 1/2" WATER FACTOR OF 0 OR LOWER (ENERGY' STAR / WATER SENSE CERTIFIED) DW DISH WASHER l2J (" IU — /2" C .5 GALLONS PER CYCLE OR LESS (ENERGY STAR / WATER SENSE CERTIFIED) REF. REFRIGERATOR (2) 1/2° _ UNDER COUNTER A5 SELECTED BY OWNER (1) PROVIDE ANTI -SCALD VALVE. r(2)PROVIDE MECH SHOCK ASSOR5ER TO EACH SUPPLY FIXTURE WATER LAVATORY 1/2" HOT- 1/2' COLD TUB SHOWER 1/2" 1/2" HOT- HOT- I/2' 1/2" COLD COLD' WASHER 1/2" HOT- 1/2' COLD KITCHEN SINK 1/2" HOT- 1/2" COLD WATER CLOSET 1/2" COLD REF, 1/2" COLD H.B, 1/2" COLD PLUMBING LEGEND ---------------- —� I I ------------------------------- I I I' ------------------------------- CLUB I I ROOM COVERED LANAI GREAT II II I I II II I I II II I I II II I I II II I I II LI I I II (I l f II I L------------- — --J 11 — — — — — — — ------ ----� -- CORRIDOR ------------------- DEN I -----------'----7 -- CASUAL --- FED n BATH 6------- ----- DINING --- i i Z�l C 2, 3z°x60° w.G.��'� PWDR 1 --- SHWR 4 ��---3" 2 AIR — _ — i v m 45INK DLvE ANCE 2" — --- U — �l 1� J -3' 1'-l' 2'--" l'-3 — 7 1 I r - — — IV 3 Y7W 3"STEP OFTO 2ND FLR. TRUSSES 2'TS ACK UP — — - TH U OF UU R O R E R00 D M 5 $ PANTRY#(20 F.u:); KIToND 3 21, "2 52 F.U. 4" _ 28 F.U. _ f 4� F.U. _ I 41 BATH #5 ----- UP 000 — TUB/ �3" STEP TO - — — SHWR 2ND FLR. TRUSSES J 2 STACK UP THRU ROOF I BULTER'S (la F.U.) 1 --- ------ z ° — — — PANTRY 4—" v FOYER W.C. 3" OPEN TO 2" LAV. LIVING ABOVE I ------ 4 a ROOM FOYER I I I DINING I — — i I I I I I I f --- OND 3'-4 1 2'-0° 3 1'-3 I/2" 3" ST U 70 _ --- — BU EP P T, 2ND FLR: TRUSSES !)TO -4 i/2 2" STACK UP THRU -- - -----------=------� ROOF L-- — — — — — — n1 COVERED ENTRY \)v WASTE ----- -------------- -- ---- A/C LINES FROM UNIT TO CONDENSER WILL 5E RUN L - J — -- — _ — — �— — L — — — J OVERHEAD ------- NOTE: -- 3/4" 4 T RELIEF ' THE INSTALLATION OF FIXTURES SHALL CONFORM PIPE TERMINATE iv' ¢ABO E F.F. # wrrE 1 FBc (R) P27051 GARAGE #2 GARAGE 1 NOTE: SANITARY COURTYARD 2" OR LESS 1/4" / FOOT SLOPE OVER 2" 1/5"/FOOT SLOPE PITCH TO 5E UNIFORM THROUGHOUT STRAIGHT 'RUNS MATERIALS: A. COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL BE PVC, OUTSIDE OF BUILDING AND 5ELOW GROUND, PEX INSIDE OF BUILDING 58 F.U. 5. SANITARY WASTE SHALL 5E P.V.0 SCH. 40 C. CONDENSATE DRAIN PIPE SHALL BE SCH: 40, PvC PIPE AND FITTINGS D. WATER RELIEF AND DRAIN LINE SHALL 5E H.S. TYPE CPVC OR COPPER 1"IIN, 3/41' DIA, A _RC d% 17E S r i. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAHING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE {954 708-2468 FAX 00 0 a a CQ w SU13DIST. s IOT: RIVERBEII D LOT #10 170 MPH EXP. "C' PROJECT# 03303.010 MODEL: THE WENTWORTH 6812 _.JT EV. 99 D99 GARAGE SWING: RIGHT PAGE: PLUMBING PLAN L T' R ARCHITECT - STATE OF FLORIDA Z ` l> -9 JAMLtS ANTWELL VACUUM RELIEF VALVE GATE VALVE ITYP.) , H.W. G.W. HEAT TRAP V EXPANSION TANK ------ TEMF` 4 PRE5S. RELIEF �- ----- r---------- ROUTE PIPING t0 VALVE- A.S.M.E.. ROUTE DRAIN ONGYG TO PIPING FULL SIZE TO DRAIN PAN. --------------- - - - - - - - -- ZDISCHARGzE SHALL BE I NSTALLED IN A MANNER (OPEN TO E5ELOW) THAT DOES NOT CAUSE MASTER PERSONAL INJURY TO OCCUPANTS IN THE BEDROOM COVERED IMMEDIATE AREA OR STRUCTURAL DAMAGE BALCONY TO THE BUILDING. TEMP. CONTROL VALVE I I I I I I I ! I L II I I 1 I I II I I L---------------- J WATER HEATER DETAIL (TYP.) 3'-1 1/2" 2'-3" 4'-0 1/2" I L N,T.S. - - - 1 I I I I li 'r I�1 " t I I I I ICI MASTER Is VTR 2 I BATH LAV. 5HwR ; it JI` _ _ _ 2 �T ! --- - T STOR. --- N LOFT r 2° L. i LAv. \ N TU6/ I I/2' — — - - - SHUJRX90 2" STACK UP sHwR 3a z J�vrR Ji 3' J-AUNDRY i r r- - - ` - - - / \ THRU ROOF w.G. .I VTR WASHER MASTER I --- N w 3" PWDR. #2 BATHROOMI + 3. Av. 2 2' TUBi'- 3' r5HLUR \ I I V. W.C. I. �. _ ar. 2 3 I U � ,., P'UJI;�R #"2 I ,. I ° � + TUB/ 31 I 11/2" - 2p LT } 2 SNWR tue/ suwR 2 W.0 3 s' 3, 3„ w.c: LAv. THRU ROOF P 12" 3" 3 3 WASTE DOWN 131, m BATI- #3I/V Ij ---- ELEv TO FIRST FLR. � `^N -1 BATH #'2 .r I I/2• LAV.i 5ATi-i2 �- — — — — — — — — J r 3�� CA5 TO F.U.) 7'-0" N 2 I LAUND. ;'�VTR 5'Z�T 1/2' `---1 CC 1/2;� 2" — — — — — N o� TUB / / in U I } Q 4 Q a _ a `;yl IV2. 2 - SHWR S- � c j N 5 GARDEN 1 I/2TUBI 3 \�� /�i 3 g� 2LI" n • AV. - .L u _ - W.LC. 3. 3 — z rue/1— sHwR N 3" STACK UP W.I.C. 3 - I - r- THRU ROOF iTLAV. PWDR #I I12' _� 31, d- 3" WASTE DOWN } - BATH I vz .) rus/ sHwR f 2' J 2 TO FIRST FLR, 2 F; BATH #(o U > Na F.U.) a N LAv. I BEDROOM #2 I n. � BATH #4 4' z" w.c.1 —1--- --- 3 2 WAY G.O. i 2° _ 3, I 4'" 3 3. s' I z KiTCNEN � 4" SANITARY LAv. _ AIR 1 2" STACK UP N SEWER. �.. 2" ADMITTANCE — BEDROOM 31, 3 m SEE CIVIL. 3" 3' r VALVE THRU ROOF 1 I - ' - DONT.,FOR CONT. TU5/ SHWR 3" SINK �� D.w FROM 16T FLR. 1 1 #4 BEDROOM 2" - z. z W.I.C. L i W.I.C.+ Tug / - - -- r ----- BATH #3 PLUMBING RISER DIAGRAM PLUMBING LEGEND COVERED \///v BALCONY LU sTE A/C LINES FROM UNIT TO CO DENSER WILL ESE RUN PIJUMBING SCHEDULE WATER NO. DESCRIPITION WASTE REMARKS (GPM) COLD HOT WC WATER CLOSET 3" 1/2" — 1.28 GALLONS PER FLUSHING CYCLE LAV, LAVATORY 1 1/4`' ' 1/2" 1/2" 1.5 GII 6 60 P51 TUB/ TUB / SHOWER (2) 1 1/2" 1/2" 1/2" 1.5 GFM 6 (oO PSI SHWR G,T. GARDEN TUB (I) 1 1/2" 1/2" 1/2" 1.5 GFM 6 C20 P51 SHWR SHOWER (1) 2" 1/2" 1/2" 1.5 GPM 9 roo PSI SINK KITCHEN SINK (2) 2" 1/2" 1/2' 1.5 GF'm e :oo PSI 11UATER FACTOR OF 0 OR LOWER (ENERGY W CLOTHES WASHER l2) 2" I/2" 1/2" STAR / WATER SENSE CERTIFIED) DW DISH WASHER (2) 1" IW — I/2" io.5 GALLONS PER CYCLE OR LE5S (ENERGY STAR / WATER SENSE CERTIFIED) REF. REFRIGERATOR (2) — 1/2" — UNDER COUNTER ,4S SELECTED Bi' OWNER (1) PROVIDE ANTI -SCALD VALVE. (2) PROVIDE MIECH SHOCK AI35OR5ER TO EACH SUPPLY i OVERHEAD NOTE: coNFo -- ---- ---- - - -----_ THE INSTALLATION SIX URES SHALLWI-I FBR P 5.1 NOTE: SANITARY 2" OR LESS 1/4' / FOOT 5L PE OVER 2"! 1/0'/FOOT SLOPE PITCH TO BE UNIF RM THROUGHOUT i STRAIGHT RUNS MATERIALS: A. COLD': WATER PIPING D WNSTREAM OF WATER METER SHALL BE PVC OUTSIDE OF BUILDING AND BELOW GROUND, f=EX INSIDE OF BUILDING 8. SANITARY WASTE 5HALL BE P.V.0 SOH. 40 C. CONDENSATE DRAIN 1=11DE SHALL BE SCH.'40, PVC PIPE AND FITTINGS R RELIEF AND DRAIN LINE SHALL BE D.IUATE I i TYPE CPVC OR COPPER MIN. 3/4' DIA., 1 FIXTURE WA. TER LAVATORY 1/2' HOT 1/2" COLD TUB SHOWER 1/2" 1/2 "'HOT HOT 1/2"COLD 1/2" COLD LUASHER 1/2' HOT 1/2"'COLD KITCHEN SINK 1/2 HOT 1/2" COLD LUATER CLOSET 1/2' COLD REF. I/21u, COLD H.B. 1/2" COLD I AINAGE PLAN SEA ND FLOOR SC,4LE: 1/4" = 1'-0" ORION I N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 WORWORROW DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFF!'CE 954 708-2468 FAX SUBDIV. 8c LOT: RIVERBED LOT #1,0. n0 MPH! EXP. 'C' PROJECT# 03303.010 MODEL: THE WENTWORTH 6312 ELEV. "D" GARAGE SWING. RIGHT PAGE: - PLUMBING PLAN SECOND FLOOR BORROW ARCHITECT - STATE OF FLORIDA r f ?�6 CAM s rli�nr � AR 0 12079 t� CONDENSING UNIT SCHEDULE SELECTION BASE ON COMPRESSOR DATA FAN MOTOR EFFICIENCY ELECTRICAL DATA DESIGNATION NON TONS MODEL NUMBER LRA RLA H.P. AMPS BEER COP VOLT PHASE MCA MOCP WT(LBS) DI EN81 ' N I X W X H) HP-1 2.5 CH14NA03000G 16.0 77.0 V10 0.75 14.0 NIIA 230/1 20.8 30 172 31 16X313/16X39118 HP-2 4.0 CH14NA04800G 21.8 117.0 114 1.40 14.0 l 230/1 28.7 50 221 313/ 6X313116X3113116 HP-3 3.5 CH14NA0420OG 19.9 109.0 1/10 0.75 14.0 l 23011 25.7 401 198 313116 X 313116 X 28 7116 AIR HANDLING UNIT SCHEDULE SELECTION BASE ON FAN DATA FAN MOTOR CAPACITIES (MBH) STRIP HEATER (AUX) ELECTRICAL DATA DESIGNATION NON TONS MODEL NUMBER HEATER CFM SUPPLY CFM CIA EXT SP IN WG H.P. AMIPS COOLING COOLING TOTAL SENS. COOLING LAT. HEATING TOTAL HEATING H TING PF HEATING TOTAL K.W.OLT .W. STEPS PHASE HTR AMPS MCA MOCP WT. (LBS) DIMENSION(H X W X D) AHU-1 2.5 FB4CNP030 5KW 1000 ----- 0.3 113 2.8 30.0 22.5 7.5 29.6 8.2 16A 4.8 1 23011 20.0 29.0 30 122 49 5/8 X 17 5/8 X 22 1116 AHU-2 4.0 FB4CNP060 8KW 1600 ----- 0.3 314 6.0 44.5 34.125 10.375 45.0 8.2 25.9 7.8 1 23011 32.0 48.5 50 157 49 518 X 21 118 X 22 1116 AHU-3 3.5 FB4CNP048 8KW 1400 ----- 0.3 1/2 4.1 41.0 30.75 10.25 38.5 8.2 25.9 7.8 1 230/1 32.0 48.5 50 157 49 518 X 21 1/8 X 22 1116 PLENUM: 16"X12" S/A SUCTION LINE: 3/4" COPPER W/1/2" CLOSED CELL INSULATION LIQUID LINE: 3/8" COPPER CONDENSATE: 3/4" PVC SCHEDULE 40 #2: PLENUM: 19"X12" S/A SUCTION LINE: 7/8" COPPER W/1/211 CLOSED CELL INSULATION LIQUID LINE: 3/8" COPPER CONDENSATE: 3/4" PVC SCHEDULE 40 #3: PLENUM: 1911X12" S/A, 19" X201' R/A SUCTION LINE: 7/8" COPPER W/1/2" CLOSED CELL INSULATION LIQUID LINE: 3/8" COPPER CONDENSATE: 3/4" PVC SCHEDULE 40 1. POWER AND CONTROL WIRING BY E.C. 2. EXHAUST FANS SUPPLIED AND INSTALLED BY E.A. 3. ROUTE CONDENSATE DRAIN LINE TO PERVIOUS AREA. 4. ALL REGISTERS MIN. 8" OFF WALL. 5. ALL CONDENSATE LINES TERMINATE MIN. 12" OFF WALL. 6. ALL CONDENSING UNIT MIN. 12" CLEARANCE OFF EXT. WALL AND BETWEEN EACH OTHER. 7. ALL HORIZONTAL PRIMARY CONDENSATE DRAINS TO BE INSULATED WITH 1/2" THICK ARMA FLEX 8. ALL CONDENSING UNITS TO BE MIN 5 FEET FROM PROPERTY LINE 9. THERMOSTATS TO BE DIGITAL PROGRAMMABLE. SUPPLY Z��AIRDUCT CEILING STRUCTURE WATER SENSOR SWITCH ATTACHED REF. AHU TO SECONDARY DRAIN OF AHU. LINES SENSOR SWITCH IS WIRED INTO SYSTEM CIRCUIT TO SHUT SYSTEM OFF IF ALERTED BY SENSOR, THAT VENTED WATER LEVELS ARE HIGH. TRAP RETURN AIR COND. 1} ALUMINUM ` ` LINE TRAP METAL STAND T- SWITCH WATER SENSOR DETAIL A/C • .. I �CF. �' .. � • e' 1 I ' & ANCHORING APPROVEDTIE DOWN CLIPS #NE CLIP PER SIDE BMP CLIP 2X4 GALV. CLIPS FLAIll -m "w�PRODUCT APP.# p M CU MOUNTING DETAIL MINA"SLAB PAD AT MIN FLOOD LEVEL ELEVATION - - - - - CLUB COVERED I ROOM LANAI I II 12%12- W 11 4X14 300 CT M RA 8" 1OX104W DEN I m'H� 200CFM 77= o"e CORRIDOR -J z -- axs-Iw ]ISCFM 7.0 - loxl0 6X .1w � zs 'FM COND. LACCAINE TERMINATE OFF WALL EF-1 p � O ON STAND A "O J 1 FILTER ® UNIT RA - i BEDROOM #15 zs8ciM REF. LINE A/C #3 / ME � V ii,_ 1 o i �® "A�11 .sue - - - - OLLARD i - , L-� SVC. E DOOR I L �0. FM 1 4"O 41 � IpIF�'XIII LIVING ROAM ---J GREAT Rl IOX10-, W Iox10-1w 173 CFM Y G JN ► FROM tox10-1W AHU N2 150 CFM is t7 .0 lOXIO-1W "E 50 CFM FOYER I I I v I e FOYER DINING COVERID COURTYARD ' 4 g CASUAL DINING II I' DW KITCHEN 8" RANGE V.T.O. 6X6-IW -®-50 CFM BUL nAv - - PA1 6X6-IW 25 CFM E J GARAGE #y #2 :OND. LINE AC #2 'ERMNATE MIN. IT OFF WALL COND #2 C 12" �I SVC. DOOR MIN. 2r' EYE BOLT 114• X 2" WITH LOCK WASHER & 7'1;z�z- TRUSS WATER SENSOR SWITCH ATTACHED TO SECONDARY DRAIN OF AHU. SENSOR SWITCH IS WIRED INTO HANGING SYSTEM CIRCUIT TO SHUT SYSTEM CHAIN OFF IF ALERTED BY SENSOR, THAT WATER ELS ARE I will- �•e . 1 SUSPENDED AIR HANDLER UNIT DRAIN -PAN AUX. DRAIN PAN DETAIL SEE S N.T.S. PLAN'. 4"M1N. 11 PROVIDE 4" MRTfR JM CLEARANCE ON ALL SIDES OF AHU CLOSET INT DIM TO BE 12" WIDER THAN AHU AS PER M1305.1.1 BROAN #688 E 1'j _ 1 50 CFM W/4"O V.T.O. BROAN #784 E-2 80 CFM W/4"O V.T.O. FLEX DUCT LOCATION •.,PLAN IS SCHEMA TIC I TO BE ADJUSTED A T JOB SITE TO ACCOMMODATE FIELD CONDITIONS - DUCT WORK AS • PER ACCA MANUAL D. J MIN. 2" SUPPORT RAIL (TYP) • Digitally signed by Dennis Duff Denim5 DN: cn=Dennis Duff, o=Engineered Air LLC, pu=License CAC045860, �' of(1a11..Dennisd@engineeredairll c.com, c-I15 Date: 2016.11-10 12:53:03-05'00' THE DESIGN PLANS AND SPECIFICATIONS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND ARE THE SOLE PROPERTY OF ENGINEERED AIR, LLC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF ENGINEERED AIR LLC. DRAWING IS DIAGRAMMATIC AND ACTUAL LAYOUT CAN CHANGE DUE TO FIELD CONDITIONS. PLAN HISTORY PLAN STARTED 10.17.16 I i3 0 i ® C. I I el♦ DRAWING INFO ENGINEERED AIR LLC. AIR CONDITIONING CONTRACTOR: 2520 N. ANDREWS AVENUE POMPANO BEACH, FLOMWA 33064 PHONE: (954) 974-7277 FAX.• (954) 973-1883 DENNIS A. DUFF FLORIDA LICENSE # CAC045860 CAL ATLANTIC RIVERBEND WENTWORTH 6812 DRAWING SCALE: ER: 3/16"=1'-0° D O ETEII.BY: ti3 il V. -111AAWING CHECKED BY: CHRIS W. DRAWINGNUMBER: PAGEDESIGNATTON: 210665 M 1 CONDENSING UNIT SCHEDULE SELECTION BASE ON COMPRESSOR DATA FAN MOTOR EFFICIENCY ELECTRICAL DATA DESIGNATION NON TONS MODEL NUMBER LRA RLA H.P. AMPS SEER COP VOLT PHASE MCA MOCP WT(LBS) DIMENSION (LX W XH) HP-1 2.5 CH14NA03000G 16.0 77.0 1110 0.75 14.0 N1/A 230/1 20.8 30 172 31 3/16 X 313116 X 39118 HP-2 4.0 CH14NA04BOOG 21.8 11TO 114 1.40 14.0 N1/A 23011 28.7 50 221 313116 X 31 3/16 X 31 13116 HP-3 3.5 CH14NA0420OG 19.9 109.0 1110 0.75 1 14.0 N1/A 23011 25.7 40 1198 313/ 6X313116X287116 AIR HANDLING UNIT SCHEDULE SELECTION BASE ON FAN DATA FAN MOTOR CAPACITIES (MBH) STRIP HEATER (AUX) ELECTRICAL DATA DESIGNATION NON TONS MODEL NUMBER HEATER CFM CFM OA EXT SP IN H.P. AFAPS COOLING COOLING COOLING HEATING HEATING ` HEATING K.W. STEPS VOLT HTR AMPS MCA MOCP WT. (LBS) DIMENSION(H X W X D) SUPPLY WG TOTAL SENS. LAT. TOTAL H PF TOTAL PHASE AHU-1 2.5 FB4CNP030 5KW 1000 --•- 0.3 1/3 2.8 30.0 22.5 7.5 29.6 8.2 16.4 4.8 1 230/1 20.0 29.0 30 122 49 518 X 17 5/8 X 221116 AHU-2 4.0 FB4CNP060 8KW 1600 ---- 0.3 314 E1.0 44.5 34.125 10.375 45.0 S.2 25.9 7.6 1 230/1 32.0 48.5 50 157 49 5/8 X 21 118 X 221116 AHU3 3.5 FB4CNP048 8KW 1400 ---- 0.3 112 4.1 41.0 30.75 10.25 31L5 ,2 25.9 7.8 1 230/1 32.0 48.5 50 157 49 M X 21 11B X 221116 # I : PLENUM: 16"X12" S/A SUCTION LINE: 3/4" COPPER W/1/2" CLOSED CELL INSULATION LIQUID LINE: 3/8" COPPER CONDENSATE: 3/4" PVC SCHEDULE 40 #2: PLENUM: 19"X12" S/A SUCTION LINE: 7/8" COPPER W/1/2" CLOSED CELL INSULATION LIQUID LINE: 3/8" COPPER CONDENSATE: 3/4" PVC SCHEDULE 40 #3: PLENUM: 1911X12" S/A, 19X20" R/A SUCTION LINE: 7/8" COPPER W/1/2" CLOSED CELL INSULATION LIQUID LINE: 3/8" COPPER CONDENSATE: 3/4" PVC SCHEDULE 40 1. POWER AND CONTROL WIRING BY E.C. 2. EXHAUST FANS SUPPLIED AND INSTALLED BY E.A. 3. ROUTE CONDENSATE DRAIN LINE TO PERVIOUS AREA. 4. ALL REGISTERS MIN. B" OFF WALL. 5. ALL CONDENSATE LINES TERMINATE MIN. 12" OFF WALL. 6. ALL CONDENSING UNIT MIN. 12" CLEARANCE OFF EXT. WALL AND BETWEEN EACH OTHER. 7. ALL HORIZONTAL PRIMARY CONDENSATE DRAINS TO BE INSULATED WITH 1/2" THICK ARMA FLEX S. ALL CONDENSING UNITS TO BE MIN 5 FEET FROM PROPERTY LINE 9. THERMOSTATS TO BE DIGITAL PROGRAMMABLE.. SUPPLY CEILING FEAIR DUCT STRUCTURE WATER SENSOR SWITCH ATTACHED REF. AHU TO SECONDARY DRAIN OF AHU. LINES SENSOR SWITCH IS WIRED INTO SYSTEM CIRCUIT TO SHUT SYSTEM OFF IF ALERTED BY SENSOR, THAT ENTED WATER LEVELS ARE HIGH. TRAP } }�� 1RETURN AIR COND. 1}l} ALUMINUM LINE TRAP METAL STAND CTURERSSEA/CMFFACANEADNUASNC BORING PER T- SWITCH WATER SENSOR DETAIL COMPLY WITH 3CM(2014) 301.1 ti BMP CLIP 2X4 AD ATSLAB I FLOOD LEVE GALV. CLIPS ELEVATION FLA PRODUCT APPY FL142 CU MOUNTING DETAIL 3z 5 t t M-1 y J ry MIN. 4"MIN. II EYE BOLT 1/4' X 2" 11) WATER SENSOR SWITCH ATTACHEI TO SECONDARY DRAIN OF AHU. SENSOR SWITCH IS WIRED INTO SYSTEM CIRCUIT TO SHUT SYSTEM 'I OFF IF ALERTED BY SENSOR, THAT wercu i cvc. c eoc urr_u LLria �� TRUSS HANGING CHAIN MIN. 2 SUPPORT RAIL (TYP) SUSPENDED AIR HANDLER UNIT DI';r;pAN AUX. DRAIN PAN DETAIL SEE STRUCTURAL N.T.S. PLANS FOR ➢ETAII 4"MIN. PROVIDE 4" MINIPUM CLEARANCE ON ALL SIDES OF AHU CLOSET INT DIM TO BE 12" WIDER THAN AHU AS PER M1305.1.1 BROAN #688 50 CFM W/4 O V.T.O. --- --- BR AN 84 _ 0 CFM W/4" O V.T.O. FLEX DUCT LOCATION SHOWN /N PLAN /S SCHEMATIC AND TO BE ADJUSTED AT JOB SITE TO ACCOMMODATE FIELD CONDITIONS. DUCT WORKDESIGNED AS PER ACCA MANUAL D. L J h Digitally signed by Dennis Duff DN'. cn=Dennis Duff, R I o=Engineered Air LLC, ' ,ou=License CAC045860, Duff email Dennisd@engineeredair 11 .6i us Date. 201 fi11.1012:53:30 -05,00, rTHE DESIGN PLANS AND SPECIFICATIONS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND ARE THE SOLE PROPERTY OF ENGINEERED AM LLC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF ENGINEERED AIR LLC. DRAWING IS DIAGRAMMATIC AND ACTUAL LAYOUT CAN CHANGE DUE TO FIELD CoNDITIONS. PLAN HISTORY PLAN STARTED 10.17.16 REVISED: 9 S/A TO CHASE 11.10.16 DRAWING INFO AIR CONDITIONING CONTRACTOR: 2520 N. ANDREWS AVENUE POMPANO BEACH, FLORMA 33064 PHONE: (954) 974-7277 FAX: (954) 973-1883 DENNIS A. DUFF FLORIDA LICENSE IV CAC045860 CAL ATLANTIC WENTWORTH Ilea, A♦ JOSE V. DRAWING CHECKED BY: CHRIS W. DRAWING NUMBER: PAGE DESIGNATION: 210665 1 M 2 GENERAL NOTES WOOD CONSTRUCTION CONT D MASONRY WALL CONSTRUC N 1_ IT IS THE SUB CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND 6. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE (PRESSURE 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. TREATED OR WRAPPED W/ 30# ROOFING FELT. CONFORMING TO ASTM -C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR (f'm = 1500 PSI). TIE -DOWNS MAY BE NECESSARY. 7. WALL SHEATHING SHALL BE 19/32" CDX PLYWOOD SHEATHING W/ 8d NAILS AT 4" O.C. AT ALL EDGE SUPPORTS, AND 8d NAILS AT 6" O.C. AT ALL INTERMEDIATE SUPPORTS. PROVIDE 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270. 2. DESIGN LIVE LOADS SOLID 2x BLOCKING AT ALL SHEET EDGES. ROOF .......................................... 20 PSF 3. COURSE GROUT USED TO FILL MASONRY CELLS SHALL CONFORM TO ASTM C476 WITH A ELEVATED FLOORS .................. 40 PSF 8. FLOOR SHEA HING IS 3 /4' TONGUE AND GROOVE C D PLYWOOD (48/24 RATING) OR MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. BALCONY.......... 60 ' •••••••••••••••••• PSF EQUIVALENT WE ERHAEUSER (EDGE -GOLD PANEL, GLUED AND NAILED WITH 10d RING SHANK " AT 28 DAYS. THE GROUT SHALL BE PLACED WITH A SLUMP OF 8 TO 11 . PLACE GROUT. ATTIC STORAGE.... ... 20 ""'"" """ PSF NAILS OR SCRE S AT 6" O.C. AT SUPPORTED EDGES, AND 10d NAILS AT 10" O.C. AT IN ACCORDANCE WITH ACI 530-11. 3. DESIGN WIND LOAD SHALL BE BASED ON THE FLORIDA BUILDING CODE 2014 INTERMEDIATE SUPPORTS. PLYWOOD SHEATHING SHALL BE CONTINUOUS OVER TWO SPANS WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS ALL FLOOR SHEATHING SHALL MAINTAIN 1 2° 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WINDOW & DOOR WIND PRESSURES -170 MPH WIND ZONE EXPOSURE C BUILDING CATEGORY II OPENING SIZE ZONE 4 (INTERIOR) ZONE 5 (EXTERIOR)" 10 SF +44.78 / -48.55 +44.78 / -59.98 20 SF +42.77 / -46.54 +42.77 / -55.89 50 SF +40.07 / -43.84 +40.07 / -50.53 100 SF +38.09 / -41.87 +38.09 / -46.54 **END ZONE FROM IS DEFINED AS AN AREA WITHIN 5' THE EDGE OF THE BUILDING a) BASIC WIND SPEED = 170 MPH WITH COARSE GROUT. SPACE BETWEEN SHEATHING AND MASONRY WALLS. STANDARD WINDOWS AND DOORS WILL GENERALLY FALL INTO THE b) BUILDING CATEGORY II 10 TO 20 SQ. FT, CATEGORY. STANDARD DOUBLE SLIDING GLASS c) EXPOSURE "C' - WOOD 24 16 RRTIN NAILED PER ROOF 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND DOORS WILL GENERALLY FALL INTO THE 20 TO 50 SO. FT. 9. ROOF SHEAT ING SHALL BE 19/32 C D PLY ( / G), d INTERNAL PRESSURE COEFFICIENT; 0.18 FULLY ENCLOSED STRUCTURE AT A MAXIMUM SPACING OF 4'-0". REINFORCEMENT SHALL BE PLACED IN THE CENTER CATEGORY. STANDARD DOUBLE GARAGE DOORS WILL GENERALLY SHEATHING FASTENING SCHEDULE. 'PROVIDE .ONE PLYWOOD CLIP PER SPAN BETWEEN SHEET COMPONENTS AND CLADDING ASD : +42.77, -55.89 PSF FOR DESIGN WIND PRESSURES. OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. SEE TYPICAL GROUTING FALL INTO THE 50 TO 100 SQ. FT. CATEGORY. IN NO CASE ( ) EDGES. PROVIDE SOLID 2x4 BLOCKING BETWEEN SUPPORTS AT ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN ROOF SLOPE. PLYWOOD SHEATHING SHALL BE CONTINUOUS OVER TWO DETAIL 8/S5.03 FOR ADDITIONAL INFORMATION. SHALL THE DOOR OR WINDOW DESIGN PRESSURE BE LESS THAN 4. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF SPANS WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. ALL ROOF SHEATHING SHALL BE 22 PSF. COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPT. BY THE LICENSED PEST CONTROL COMPANY RATED FOR EXPOSURE-1 6. REINFORCING STEEL SHALL BE LAPPED MINIMUM 48 BAR DIAMETERS UNLESS NOTED THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT OTHERWISE ON THE DRAWINGS. TRUSS NOTES FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND 10. ALL 'LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING 1. TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN OF LAWS ESTABLISHED BY THE FLORIDA DEPT. OF AGRICULTURE AND CONSUMER SERVICES. AGENCY.' 7. HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD (TRUSS TYPE DUR-O-WAL 0 ANY BRIDGING OR BRACING REQUIRED TO BRACE THE TRUSS 16" O.C. BOTTOM CHORDS FOR WIND UPLIFT. FOUNDATIONS 11. NAILING SC EDULE: CONNECT ON COMMON NAIL QTY. OR SPACING 8. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT 2. SEE THE ARCHITECTURAL DRAWINGS FOR ELEVATIONS, 1_ FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL. BEARING PRESSURE OF 2500 PSF WHICH. SOLE PLATE TO TRUSS OR BLOCKING 16d 8„ O.C. BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED OVERHANGS AND BEARING CONDITIONS. SHALL BE VERIFIED BY A FLORIDA REGISTERED GEOTECHNICAL ENGINEER PRIOR TO THE START OF WORK. STUD TO SOLE PLATE,( TOE NAIL 8d 4 INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE DOUBLE STUDS, FACE NAIL 16d 12" O.C. VERTICAL WALL REINFORCEMENT. 3. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE PROVIDED BY THE TRUSS MANUFACTURER. 01 2. PLACE FOOTINGS/SLAB ON COMPACTED SOIL. FOLLOW RECOMMENDATIONS OF SOILS REPORT. DOUBLE TOP PLATES, FACE NAIL 16d 12" O.C. g, PROVIDE PRECAST CONCRETE LINTELS OVER ALL OPENINGS UNLESS NOTED OTHERWISE TOP PLA ES LAPS AND INTERSECTIONS 16d 3 ON DRAWINGS. LINTELS SHALL BE OF SUFFICIENT SIZE AND REINFORCEMENT FOR THE 4. VERIFY TRUSS CONFIGURATION WITH ARCH DRWG PRIOR TO CAST -IN -PLACE CONCRETE TRUSSES LAPS OVER WALLS, FACE NAIL 16d 4 BUILT-UP CORNER STUDS 16d 12" O.C. GIVEN SPANS AND LOADING CONDITIONS. SUBMIT SHOP DRAWINGS WITH RATED LOAD CONSTRUCTION. �a 1. CAST -IN -PLACE CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1"; 2-4% AIR STUDS T SOLE PLATE, END NAIL 16d 2 CAPACITIES TO THE ARCHITECT FOR REVIEW. ENTRAINMENT AND THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: TO. SPECIAL INSPECTION OF UNIT MASONRY IS REQUIRED. SLAB -ON -GRADE, FOOTING ................. 2500 PSI FASTENER SUB STI TIONS: ALL NAILS ARE COMMON NAILS, UNLESS NOTED OTHERWISE. THE 0 PSI - IF CONCRETE ........................... 300 11. THIS DESIGN MEETS THE REQUIREMENTS OF ACI 530.1, ASCE 7 10. FOLLOWING FASTENERS ARE ACCEPTABLE .SUBSTITUTIONS TI-II_ 2, ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM PREFABRICATED WOOD TRUSSES ALTERNATE FASTENERS SHALL BE SPACED AT THE SAME 12. ALL UNIT MASONRY CONSTRUCTION SHALL COMPLY WITH FBC 2014. SPACING AS THE SCHEDULED FASTENERS. � A-615 GRADE 60. L_ ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED AT EACH END TO THEIR �I SUPPORTING WALLS OR BEAMS AS SHOWN IN THE TYPICAL WALL ELEVATION C WIND � I SCHEDULED FASTENER ALTERNATE FASTENER 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 8 AND ROOF � r �"� � I �1 D PRESSURE ZONE CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8" LAP. THE FIBER MESH REINF. CONC. IS 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST 4' 8d' COMMON NAIL 8d RING SHANK NAIL ACCEPTABLE ALTERNATIVE. "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS 8d SCREW SHANK NAIL EDITION OF THE 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR FASTENERS AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 0.131 P-NAIL REINFORCED CONCRETE" ACI 318-08. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED WITH A MAXIMUM ALLOWABLE--0--� 10d COMMON NAIL 10d RING SHANK NAIL STRESS INCREASE FOR LOAD DURATION OF 25% FOR ROOF T( I 0RUSSES ONLY) TO WITHSTAND THE 4' 10d SCREW SHANK NAIL 5. ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR DETAILING 0.148 P-NAIL LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD.( REINFORCED CONCRETE STRUCTURES" ACI 315. I I 6d COOLER NAIL x 1 1 4" TYPE S 4. TRUSS MAN FACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A FLORIDA - OO / 6. SUB CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, N INEER'S SEA FOR APPROVAL - - - - T OR W DRYWALL SCREW REGISTERED E L 0 OVAL BY THE ARCHITECT AND ENGINEER, DESIGN ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. NOTES TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION OF THE CONNECTOR CAPACITIES AND MANUFACTURER'S LICENSE TO I \� �� 0 7. SUB CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC., NECESSARY TO SUPPORT I FABRICATE TRUSSES UTILIZING THE CONNECTOR SYSTEM PROPOSED. I REINFORCING STEEL. 5. THE CONTRACTOR SHALL (APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWING SIZE, 1 , 0 i ______ _.: 8. ALL SLABS SHALL BE POURED MONOLITHICALLY, EXCEPT FOR REQUIRED CONSTRUCTION JOINTS. SHAPE AND ;LA OUT PRIOR TO SUBMITTAL FOR REVIEW BY THE ARCHITECT AND ENGINEER I I I 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: BEFORE FABRICATION HAS BEGUN. i� i� 4' 4' I 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 6. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS' 1-1/2 FOR ALL OTHER CASES. MANUFACTURER(, AND THE LOCAL BUILDING CODE, UNLESS NOTED ON PLANS. ALSO WHERE HEEL HEIGHT ON BOTTOM CHORD BEARING TRUSSES' EXCEEDS 11" PROVIDE CONTINUOUS 2x4 10. HORIZONTAL SLAB BARS SHALL BE BENT 1'-6" AROUND CORNERS, OR PROVIDE CORNER BARS LET IN. I 2 L WITH A 2'-0" LAP ON EACH LEG. 01 1I I i 7. DESIGN LOADS DEAD LOADS: I - 11. MINIMUM LAP SPLICE ON ALL REINFORCING SHALL BE 25 INCHES.ROOF TRUSSES 3V I �3... ...............25 PSF , I FLOOR TRUSSES ........................20 PSF OJ O WOOD CONSTRUCTION ` I i WOOD CONSTRUCTION SHALL CONFORM TO THE NDS "NATIONAL DESIGN SPECIFICATION FOR WOOD SHEATHING RAFTER/TRUSS O O �1 CONSTRUCTION", LATEST EDITION. ! I WATERPROOFING FOR THIS BUILDING IS THE SOLE RESPONSIBILITY OF THE BUILDER/CONTRACTOR. BUILDER/CONTRACTOR SHALL PROVIDE WATERPROOFING FOR THE BUILDING IN ACCORDING WITH BUILDING CODE AND/OR MANUFACTURE SPECIFICATIONS. HEADER/BEAM SCHEDULE TYPE HEADER/BEAM TYPE HEADER/BEAM H-1 DOUBLE 2x8 2 2x10 FOR 4 WALL H-2 3 2x10 FOR 6" WALL 4 2x10 FOR 8" WALL H-3 DOUBLE 2x12 H-4 (2) 1 3/4" x 11 7/8" LVL 1_ PROVIDE WOOD HEADERS OVER ALL OPENINGS. IF NO HEADER IS SPECIFIED, PROVIDE H-3 0 2. a ALL BEARING WALL STUDS WOOD FRAMING SHALL BE NO. 2 SOUTHERN YELLOW PINE. WALLS SUPPORTING TRUSSES, AND H-1 0 OTHER WALLS. b ALL NON -LOAD BEARING PARTITIONS SHALL CONSIST OF 2x4 STUDS SPACED ®24" Q.C. (ALT. OO OO ' VJ O2 2. AT DOUBLE 2x HEADER/BEAMS PROVIDE A 3/8" PLYWOOD (OR O.S.B.) SPACER BETWEEN MEMBERS. 3. NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS 0 12" O.C. TOP AND 25 GAGE METAL MAY BE USE IN LIEU OF WOOD). t - - T Q, O �O BOTTOM, EACH SIDE, STAGGERED (TYP. U.N.O.) 3. PLACE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATES AT THE TOP OF ALL STUD BEARING 4' WALLS.. DOUBLE TOP PLATES CAN ONLY SPLICE AT A SUPPORT ONE AT A TIME. 2x SOLE. PLATES AT THE EDGES OF SLABS SHALL BE ATTACHED ,TO THE SLAB WITH 1/2" REDHEAD ANCHOR BOLTS (OR BUILDING NET UPLIFT LOAD ASCE 7-10 EQUIVALENT PRODUCT) 0 32'' O.C. W/ 5" EMBEDMENT. AT INTERIOR STUD WALLS PROVIDE 2-7/8" LIS WIDTH ZONE 1 = 29.2 PSF 1516 SDC REDHEAD W/ 5/64" THICK WASHERS (OR EQUIVALENT POWDER ACTUATED FASTENER ZONE 2 = 48.86 PSF PRODUCT) 0 8" O.C., OR 1/2" DIAMETER REDHEAD ANCHOR BOLTS (OR EQUIVALENT PRODUCT), W/ MIN. ZONE 3 = 99.5 PSF k1 5" EMBEDMENT, 0 32" O.C. a= 4 FEET *REDHEAD FASTENERS OF EQUIVALENT SIZES MAY BE USED. BASIC WIND SPEED 170 MPH *ALL OTHER SUBSTITUTIONS MUST BE APPROVED BY ADVANCED STRUCTURAL ENGINEERING PRIOR TO WIND EXPOSURE C. RISK CATEGORY II INSTALLATION. INTERNAL PRESSURE COEFFICIENT= +/- 0.18 4. STUDS SHALL BE DOUBLED AT ALL SHEAR WALLS, ANGLES, CORNERS AND AROUND ALL OPENINGS. ROOF SHEATHING FASTENING SCHEDULE: 5. WOOD HEADERS OVER OPENINGS SHALL BE AS NOTED ON THE PLANS. DOUBLE WALL STUDS (ONE BUILDING USE 8d .RING -SHANK NAIL I° „ STUD BEARING, ONE STUD FULL HEIGHT OF WALL) AT OPENINGS UP TO 3 -O . FOR OPENINGS 3 -0 LENGTH BLOCKING 0 48" PANEL EDGES PANEL FIELD TO 5'-6" PROVIDE MINIMUM TRIPLE WALL STUDS (TWO STUDS BEARINGS, ONE STUD FULL HEIGHT OF O.C. FIRST 2 Oi NAILS 6" O.C. OQ NAILS 6" O.0 WALL). FOR OPENINGS 5'-6" TO 7'-6" PROVIDE FOUR WALL STUDS (TWO STUDS BEARINGS, TWO STUD Rti SHEATHIIIO SPACES EA. END 0NAILS 4" O.C. 0NAILS 6" Q.C. FULL HEIGHT OF WALL). NAIL STUDS TOGETHER W/ 12d NAILS 0 12" O.C. EACH PLY. THE (Di NAILS 4 O.C. 03 NAILS 6 O.C. REQUIREMENT DOES NOT APPLY TO INTERIOR NON -LOAD BEARING WALLS. HEADERS SHALL BE NO. 2 SCALE: N.TB. � �F Tre' SOUTHERN YELLOW PINE. i - `-. -...Y.' M1i xeu_ t'�'..4"`{�(y- ..eta em ei3 e S_. :v`crv�^.i `v..._ _ .. JR!��LM'a'FY$�.r'@-i2S'Nt¢L»"dui. '...$�v�i"li'�xi!u5"Ysa. a ..vxrev ...:Vic.i?g�fYk .fi.{ $hP.;s.s[':i'✓'.N`.'.Yu.a� .YC<.(� 'b:'.. Yn4 s-`.�>. ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP - TO TW BEST OF MY KNOWLEDGE. THE BUILDMG DESIGN PLANS AND comrLI' %mi BUILDING £IRUCNRAL "M CODE TIE SIGNRIG AND SEALING OF i PLANS AND SPEaRCABONS ARE ONLY FOR P WU INCS STRUCTURAL COMPONENTS AFFECIEU BY WND, IIV1 AND GRNOTY LOADS 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 - 407-677-5565 Fox 407-730-2999 Certificate of Authorization No. 25873 4 IE C F] T E C T S 1��pesi �.n d1 ®u Inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE § 954 708-2468 FAX .,,. } RIVERBEND I1 LOT #10 I 170 MPH EXP. 'C" PROJECT 0330.010 MODEL: THE WENTWORTH I 6812 ELEV. "D" : 2, t"ZAGE SWING: k RIGHT 1-- ` PAGE: i fi GENERAL 1 NOTESh� \E l ENGINEER STATE OF FLORIDA ON XIE, P JO 51161 0 11 f 01, CONNECTOR SCHEDULE CONNECTOR FASTENER TO TRUSS/JOIST FASTENER TO BEAM/TOP PLATE UPLIFT (Ibs) GRAVITY (Ibs) LA I F1 (Ibs) F2 (Ibs) F (4) USP RT24T (9) 16d EACH STRAP (5) A"O TAPPER 'POWERS' FASTENERS EA. STRAP W/ 1j" MIN. EMBEDMENT 4500 — — - USP TD5 (2) J"0 x 5-1/2" J"0 ANCHOR BOLT 4040 — — — USP RFUS (12) WS3 (4) J"0 x6" 'POWERS' FASTENERS WEDGEBOLT i 4950 — — — USP THD48 * (16) 10d (6) J"O TAPPER 'POWERS' FASTENERS W/ 1j" MIN. EMBEDMENT 1655 1655 — — USP THD48 (16) 10d x 14" (6) J"0 TAPPER 'POWERS' FASTENERS W/ 1j" MIN. EMBEDMENT 1500 1500 - — — USP TDH210 (20) 10d x 11" (10) A"O TAPPER 'POWERS' FASTENERS W/ 1j" MIN. EMBEDMENT 2295 2295 — — USP MUGT15 (28) 10d x 1j" (10),A"O TAPPER 'POWERS' FASTENERS W/ 13" MIN. EMBEDMENT 4495 — — — USP PHD4A (10) WS3 1"0 x 6"ANCHOR BOLT 52,15 USP LPTA (10) 1Od x 1}" EMBEDDED (4" MIN.) 1250 — 810 1500 USP HLPTA75 (20) 1Od x 14" EMBEDDED (4" MIN.) 2125 — 1860 1715 (2) USP HLPTA75 (40) 1Od x 1�" EMBEDDED (4" MIN) 3500 — 2040 2100 USP MSTC66 (54)'16d — 6015 — 2040 2100 USP SPT22 (4) 10d (4) 10d 560 260 USP SPT24 (6) 10d (6) 10d 1030 — 560 260 USP SPTH4 (12) 10d x 1j" — 1730 — _ - USP SPTH6 (12) 10d x 11" — 1730 USP LSTA18 (14) 10d USP USC43 (8) 16d (4)'J"O x6m 'POWERS' FASTENERS WEDGE BOLT 10133 — — — USP RT3A (4) 8d (4) 8d 610 190 190 USP RT7A (5) 8d (5) 8d 670 210 210 USP RT16A (9) 10d x 11" (8) 1Od 1380 — 800 645 USP HTW20 (20) 1Od (8)-10d 1530 — — USP PA44E (1) 1/2" DIA. ANCHOR BOLT (6) 16d 990 6775 — — USP PA66E (1) 5/8" DIA. ANCHOR BOLT (8) 16d 1060 16005" — — USP LTS20B (1) 1/2" DIA. ANCHOR BOLT (5) #1'0 SCREWS 885 USP HTWM16 (8) 10d x 11" (4) 1/4"x 1j" WEDGE BOLT 1225 — — — SIMPSON MBHU3.56 2-3/4" X 5" TITEN HD (12)`J"X2-1/2" SDS SCREWS 2210 4005 — — SIMPSON MBHU5.50 2-3/4" X 5" TITEN HD (12) }"X2-1/2"'SDS SCREWS 2210 4005 - — SIMPSON LUS24 (2) 1Od (4) 10d 490 825 — — SIMPSON WS26 (4) 10d (4) 10d 1165 1070 — — SIMPSON HU48 (6) 10d (14) J" x 2j" TITEN 1085 4350 — — SIMPSON HU28 (4)10d x 1j" (6) J" x 2j" TITEN 610 895 - — — SIMPSON'HUC210-2 (YO) tOd " (18) 1/4 X 2-3/4 TITEN HD ', 1810 5085 SIMPSON HU46 (6) '1Od (12) J" x 2j" TITEN 1085 3950 — — SIMPSON LOUM210-3-.SDS (8) J" X 4" TITEN HD (8)` 1" x 21", SDS SCREWS 3575 9715 — SIMPSON LGUM26-3—SDS (4) J" X 4" TITEN HD (4) J" x 2j" SDS SCREWS 3575 9715 — — SIMPSON HETA16 (9) 1Od EMBEDDED (4" MIN.) 1810 340 725 SIMPSON HETAL20 (14) 1Od x 1j" EMBEDDED (5" MIN.) 1810 — 415 1100 SIMPSON HHETA16 (10) 1Od x 14" EMBEDDED (4" MIN.) 2235 340 815 SIMPSON LTT20B (10) 10d J"O ANCHOR BOLT 1500 — — — SIMPSON HTT4 (18) 16d x 2-1/2" J"O ANCHOR BOLT 4235 — — — SIMPSON HTT5 (26) 16d x 2-1/2" J"O ANCHOR BOLT 5090 = - SIMPSON HGAM10KTA (4) SDS 1/4"x 1-1/2" (5) 1/4" X 2-1/4" TITEN 8,50 425 200 —ALL 'POWERS' FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. FOR MASONRY APPLICATION, REF R TO THE "USP' TECHNICAL BULLETIN FOR MASONRY APPLICATION." —'POWERS' FASTENERS WEDGE —BOLTS FOR CONNECTOR 'H' SHALL BE INSTALLED IN FULLY GROUTED AND REINFORCED MASONRY CELLS. -* WHERE THE FLANGE OF BUCKET 'THD48' DOES NOT FIT, AND PROVIDED THE GRAVITY LOAD DOES NOT EXCEED 1,225'Ibs, USE USP 'HD481F' ATTACHED TO THE WALL WITH (4) A"O TAPPER 'POWERS' FASTENERS W/ 1-3/4" MIN. EMBEDMENT, AND 10d NAILS TO THE WOOD. —ALL ANCHOR BOLTS FOR POST ANCHORS TO BE THREADED ROD WITH NUT ON EMBEDDED END AND HAVE MIN. 9" EMBEDMENT U.N.O. —STRAP SUBSTITUTIONS MUST PROVIDE EQUAL OR GREATER LOAD CAPACITY SAFE LOAD TABLES 8" PRECAST & PRESTRESSED U—LINTELS m UPLIFT LATERAL TYPE LENGTH 8F8-1T 8F12-IT 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T $U8 8F8 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9056 2021 2021 2727 2784 3981 5190 6407 7630 8857 !, T-6" : (42") PRECAST 2165- 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 4'-0" (48") PRECAST 1878 1989 2832 3680 4532 5387. 6245 938 938 1878 1925 2750 3583 4422 5264 6110 4'-6" (54") PRECAST 1660 1762' 2507 3257' 4010 •4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 6-4" (64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 5'-10" (70") PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 6'-6" (78") PRECAST 1141* 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 T-6" (90") PRECAST 959* 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 9' 4" (112") PRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 10'-6" (126") PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 1 2034 2358 11'4", (136") PRECAST 666* 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0" (144") PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 486 1 818 1209 1514 1799 2086 13'-4" (160") PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14'-0" (168") PRECAST 458* 316 493 635 778 922 1065 288 360 548 378 629 922 1254 1567 1816 14'-8" (176") PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 16-4- (184") PRESTRESSED 228 278 1 430 553 677 801 925 N.R. 327 228 329 1 542 791 1072 1381 1676 1T 4" (208") PRESTRESSED 188 236 361 464 567 670 774 N.R.255 188 276 449 649 874 1121 1389 19'-4" (232") PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 166 239 383 550 736 940 1160 21'-4" (256") PRESTRESSED 145 186 278 356 433. 512 590 N.R. 172 142 212 336 477 635. 807 993 22'-0" (264") PRESTRESSED 140 180 268' 343 418 493 568 N.R. 161 137 205 322 457 607 771 947 24'-0" (288") PRESTRESSED 127 165 244 312 380 447 515 N.R. 135 124 186 290 408 538 680 833 *REDUCE VALUE BY 25%R FOR GRADE 40 FIELD REBAR SAFE LOAD TABLES 8" PRECAST & PRESTRESSED U-LINTELS C�*-C GRAVITY TYPE8U8 SF16-OB 8F20-OB SF24-OB 8F28-OB 8F32-08LENGTH 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28-1B BF32-1B 2'-10" (341") -PRECAST 23024473 4473 6039 7526 9004 10472 11936 V8F8-OB8F12-0B 6039 7526 9004 10472 11936 3'-6" (42") PRECAST 2302 3377 4689 6001 7315 8630 9947 4473 6039 7526 9004 10472 11936 4'-0" (48") PRECAST 2029 2325 2496. 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 4'-6" (54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 5'-4" (64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 '. 6067 6096 5400 6424 7450 5'-10" (70") PRECAST 972 1000 1059' 1474 1889" 2304 2721 3137 1459. 2464 4144 '5458. 4437 5280 6122 6'-6" (78") PRECAST 937 1255 2101 3263 2746 3358 3971 45M 1255 2101 3396 - 5260 7134 8995 6890 T-6"' (90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 6596 6613 5047 9'-4" (112") PRECAST 573 632- 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10'-6" (126") PRECAST 458 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 11' 4" (136") PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12'-0" (444") PRECAST 414 545 864 1254 1689 2074 1570 1818 555 1 864 1254 "1693 2211 2832 3590 13'4" (160") PRECAST 362 427 726 1028 ' 1331 1835 - 1224 1418 485 748 1076 1438 1855 2343 2920 14'-0" (168") PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003: 1335 1714 2153 2666 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 465 765 1370 1 2045 2610 3185 3765 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890 3410 17'4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 610 940 1340 1 1780 2110 22'-0" (264') PRESTRESSED N.R. NR NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 24'-0" (288') PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 470 720 1030 1350'1610 • • • . . . . . . . . . . 8F8-OB/1T 8F8-1B/1T 8F16-0B/1T 8F16-1B/1T 8F20-1B/1T 8" PRECAST W/ 2" RECESS DOOR U—LINTELS GRAVITY LENGTH TYPE 8RU6 8RF6-0B 8RF10-0B 8RF14-0B 8RF18-0B SRF22-OB 8RF26-06 8RF30-0B 8RF6-1B 8RF10-18 8RF14-16 8RF18-18 BRF22-18 SRF28-1B BRF30-18 4'4" (52") PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1827 3412 4982 6472 7947 9416 10878 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 5'-8" (68") PRECAST 785 832 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 5'-10" (70") PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 6-8" (80") PRECAST $2P 907 1677 2933 2576 3223 3872 907 1677 2933 4100 6730 8177 T-6° (90") PRECAST 665 761 1377 2252 1958 2451 2944 764 1377 2329 3609 5492 6624 V3439 9'-8" (116") PRECAST 371 420 834 1253 1071 1342 1614 2179 2618 3595 8" PRECAST W/ 2" RECESS DOOR U-LINTELS C-CR UPLIFT LATERAL TYPE LENGTH 8RF6-1T 8RF6-2T 8RF10-IT 8RF10.2T 8RF14-1T 8RF14-2T 8RF18-1T BRF18-2T 8RF22-1T 8RF22-2T 8RF26-1T 8RF26-2T 8RF30-1T BRF30-2T 8RU6 8RF6 4'-4" (52") PRECAST 1244 - 1573 2413 3260 4112 4967 5825. 932 1 932 1244 1519 2339 3170 4008 4850 5696 4'-6" (54") PRECAST 1192 1507 511 3121 3937 4756 5577 853 853 1192 1455 2340 3036 3837 4643 5453 5'-8" (68") PRECAST 924* 1172 1705 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 5'-10" (70"} PRECAST 896* 1138 1742 2352 2965 3581 4198 469 469 896 1099 1000 2288 2891 3497 4106 6'-8" (80") PRECAST 778 882 1013 2042 2573 3107 3642 830 1100p _ 778 956 1448 1987 2509 3035 3563 T-6" (90") PRECAST 688 697 1325 1810 2280 2753 3227 710 94'9 688 849 1302 1762 2225 2690 3157 9'-8" (116") PRECAST 533* 433 608 1123 1413 1 1704 1995 516 614 533 527 1069 1369 1728 1 2088 2450 *REDUCE VALUE By 15% FOR GRADE 40 FIELD REBAR ASEENGINEER) STRUCTURAL DE T) T E BEST Of NY KNO1XiOGE, T E BUR[ BUILDING MUMRAL DMON CODE. WECCCATONS ME ONLY FOR T E BUILDINI MD 10244 East Colonic Orlando, Florida 32817 — 407- Certificate of Authc esi n G 0Up�nc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE F>>",g RIVERBEND j LOT #10 I< �1 I' 170 MPH EXP. 'C" ='ROJECT l 0330.010 MODEL: THE WENTWORTH 6812 ELEV. "D" GARAGE SWING - RIGHT :PAGE: a� TABLES I al t, 1' ENGINEER: STATE OF FLORIDA TET 11/01_/T0 11 AS NOTAb .uIL i STEP IN CMU WALL ELEVATION ■ I 0 0 o LO �) _ DO I M N 0 �r 70'-0" 01 20'-8„ 28'-0» 21'-4" 40 4,-2" 6,_2" 6 2„ 4'-2 '-8" 24'-8" '-8" 10'-8a 10'-8" lov 00, N FILLED CELLS W/ 7 ® 8" O.C. MAX. -- wF=2.o ---� to c l 1 /S5.01 1 /S5.01 IN NI i ILL �I IC I 00 ¢ - -� J L_ - d 1 ---- _I i - - - - - - - - wF-2.o- - - - - - - - oI-- --=--------------- NI i I-------------� 1 I 1 C-i I cD 56 F 3.56 I I I • CDF-3. IcD 1-1/2 RE( SSI » 00 :o CDI _ I� FOR �GD1 2-1/2 N N I I 1 I O° IN PAVERS z N °O 12'-6" 5'-0" ( 1 0 u' - " 111-1I� 2" RECESS cn (3) 2x4 WOOD POST I I 2-1/2 1FOR1 SGDLLJ W/ USP LTS20B EA. N cn ao M71777 IN. I I o SIDE OF OPENING I I _2„ 12' 2 1/2" 11'-11 1/2" "' _g 1 I (3) 2x8 WOOD . I I 2/S5J01 \ I POST W/ USP % i z , LTS20B F-2.OA \ N IJ,Ir_ r--I -- ---- -- -- - -- _ _ \ \ cn o I F 1 J F-2.0 -L--------- -- ----vim---------s t� I I » 7 S5.01 " � o � / 15-9 1/2 2,-6" 5'-5* 4-1 1/2 _I 14'-4" 1 4 1 1/2 F-3.0 17=3.0 11 40 In 00 00 7/S5.01 15'-7" 1 1 DO -F133A (6) 2x4 WOOD WF-1.33A POST W/ USP o -- WF LTS20B - - �, JWF1. 4 WOOD POST - I rfI P LTS20B EA. I 6„ 1 � 2x4 WOOD BRNG WALL Vrz F OPENING I 1 z 1 - in SYP #2 STUDS @ 12 0. rt /S5.01 I ' 4-' s .... ,......; 1 11�1? �l�f�i l'7 0 LO 0 --- 1 .I N N) IF N ( �1 __ " 1 I L 7 1 2J 12 S5.01 N In 8„ I 4-8" 5' / N / -1' 12'-2 1/ 2" r-= _ --, 2x4 WOOD BRNG ��_0„ 1 . 1 " WALL W/ SYP #2 -_ 1 N STUDS @ 12 O.C.........................1 1 - 7/S5.01 __ I o (2)220 - o 1.33A1 I 7/S5.01WF-1.33A PO(2) 2x6 WOOD L-- - -- 1- ------------- uPOST W/ USP L \4' -- _OF' OPENING -1.33A1I ,,r, r-J ,�---�---WLTS208 EA. SIDE WF- -' I 15-9 1 2» 4 12" " „, " ----- I-,// 9 -0 L 11 -4 2 -2 9 -9 11 -8 3 -0 2 11 01 2x8 WOOD BRNG WALL All \ (3) 2x4 WOOD POST 2x4 WOOD BRNG M SYP #2 STUDS @ 12 O.C. - WALL W/ SYP #2 CDIqk W/ USP LTS20B I i `� END OF WALL (2) #5'S X6'-0" CRACK BARS STUDS @12" O.C. �I E I 15/S5.01 �, \\\ POSITIONED IN THE MIDDLE OF 3:1 /' `\\ SLAB TYPICAL @ INSIDE -1 12'-8 1/2" 1 N 3S1 -1 x 1/4 y/r -�� CORNERS AND AS SHOWN. _ 1 / co LO N 15'-7 1/2» 04 704 � 1_ • //�/ _ x \�\\ o r F_i0 3-1/2"'x 1/4" I _1 / I %\ n o 34„ I ♦ / WF-20 1 L--- WF-2`E�\ �.------- WF-2.OA BOLLARD PER I 5/S5.06 L I F 6' -3" I I % -- - ---J 15/S5.01 6,_3" I 3,- n 4, 3' 5,-6" 5' 6" 4'-3" 3' 11" I 6'-3" -6 1/ » - PAVERS 1 o F-3.5B o I N , 3:5B_ N I 6/S5.01 I Ln FU) C14NJ I I I I I I I d \_ I01 7 6 _ J 9 -8 L_1 7 -6 N - N i t - n , " 1; N 00 - LI_ I oLLJ �I oo 1 -4 1 -4 ( LLi 'b �I 0 1 , o ,� I o N I N 1 N c" 1 - 10/S5.01 I N N o I I I I I L L-IF-2.5 -1. 3 F-2.5r- co L,17-2.5 F-2.5r_j L----- -- -----------� �* I_----- --1.33 -- - ---� 2'-8" 14/S5.01 16'-0 - 2'-8" OUNDA I ION PLAN "D" 2'-8" 14/S5.0 16'-0" 21'-4" SCALE: 1/4' - 1'-O» n n 27 -4 21 -4 FOOTING SCHEDULE MARK WIDTH LENGTH THICKNESS BOTTOM REINF, TOP REINF. T.O.F. SHORT LONG WF-1.33 16" CONTINUOUS 16" - (2) #5's DBL WWM 36" PERIMETER (+)O'-0" WF-1.33A 16" CONTINUOUS 12" - (2) #5's SINGLE WWM (+)0'-0" WF-2.0 24" CONTINUOUS 116" #5 0 48` O.C. (3) #5's DBL WWM 36" PERIMETER (+)0'-0" WF-2.OA 24" CONTINUOUS 12" 1 #5 0 48" O.C. (3) #5's SINGLE WWM (+)0'-0" F2.0 24' 24' 16" (2) #5's (2) #5s DBL WWM 36" PERIMETER (+)0'-0" F2.5 30" 30" 16" (3) #5's (3) #vs DBL WWM 36' PERIMETER (+)0'-0" F3.0 36" 36" 16' (3) #5's (3) #5's DBL WWM 36' PERIMETER (+)0'-0" F3.0A j 36" 36" 12" (3) #5's (3) #5's SINGLE WWM F3.5B 42" 42" 12" (4) #5's (4) #5's PROVIDE CORNER BARS, SAME SIZE AND QUANTITY AS BAR IN FOUNDATION, WITH 30" LEG EACH WAY. PLAN NOTES; ❑j SEE GENERAL NOTES ON SHEET S1.01 Q DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT AND ENGINEER OF RECORD IN WRITING IF ANY DISCREPANCIES ARE FOUND. �3 PRIOR TO CONCRETE PLACEMENT PROVIDE TERMITE SOIL TREATMENT PER MFG. SPECS. (SOIL TREATMENT PER FBC R-318) ® SLAB ON GRADE: 4" (TOTAL - U.N.O.) CONCRETE REINFORCED WITH 6x6-W1.4xW1.4 W,W.F. PLACED 1" FROM TOP OVER VAPOR BARRIER (SEE ARCH'L. DRWG'S) ON COMPACTED SUBGRADE. TOP OF SLAB ELEV. 0'-0' (REFERENCE) UNLESS NOTED OTHERWISE. COORDINATE ALL SLAB DEPRESSIONS, SLOPES AND LIMITS THEREOF WITH ARCH'L. DRWG'S. 4a ADD'L 6x6-W1.4xW1.4 W.W.F. (PLACED 1" FROM TOP OF SLAB) 0 PERIMETER OF BUILDING. SEE FOOTING DETAIL FOR LOCATION OF W.W.F. -FFF*TTTF-INDICATES MASONRY BEARING WALLS REINFORCED W/ (1) #5 VERTICAL ® 4'-0" O.C. MAX. GROUT FILLED CELLS SOLID ALL CORNERS, ADJACENT MASONRY OPENINGS WHICH ARE SHOWN ON PLAN. • INDICATES #5 IN GROUT FILLED CELL BELOW WINDOW SILL. INDICATES #7 VERTICAL IN GROUT FILLED CELL. _TTT9FFFF INDICATES (2) #5 OR (2) #6 (SEE PLAN) VERTICAL IN GROUT FILLED CELL. © SEE ARCH'L. DRAWINGS FOR LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NON' -BEARING PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES FOR ADDITIONAL WALL FRAMING INFORMATION. CONTRACTOR SHALL VERIFY FILLED CELL ® EACH SIDE OF OPENING WITH ACTUAL OPENING OF DOOR AND WINDOW. g� COORDINATE SLAB RECESSES, SLOPES AND ELEVATIONS W/ ARCHITECTURAL DRAWINGS STEP IN ALL THE CMU WALLS ARE SHEAR WALLS. CMU WALL ELEVATION 10 ALL ANCHOR BOLTS FOR POST ANCHORS TO BE 5/8" DIA. THREADED ROD WITH NUT ON EMBEDDED END AND HAVE MIN. 9" EMBEDMENT U.N.O. ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TO THE SM OF MY 1010 IIGE;'THE BUILDING DESIGN PLANS AND SPECIRCATIONS COMPLY WI Ii I BUILDING SIRUMN DESIGN CODE: THE SIGNING AND SEALING OF THE PLANB AND SPECIFICA110NS ARE ONLY FM THE BUILDINGS GIRUcwRAL COMPOIIEMS AF CWD BY MIND, LIV AND GRANTY LOADS. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 - 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 oupn L441 N. RONALD REAGAN B1 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: ` A.B. DESIGN GROUP I DRAFTING INC. 1191 EAST NEWPORT 4 CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468FAX �a I z 0 E a a U fn w A Q I F a cor`mrn RIVERBEND LOT #10 170 MPH EXP. 'C' PROJECT LL 0330 .010 MODEL: THE WENTWORTH 6812 ELEV. "D" G'ARAGIE: SWIk40: RIGHT WAGE: - ��i I 1"NUNNAT PLANk1 lI r; WARNIM ENGINEER: STATE OF FLORIDA MASON XIE, P.' C 11f1 j 11.11I`r 11/01/1 TE• %IIIIIII� 4Gr Knc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE (954)708-2468 FAX 1 RIVERBEND LOT #10 170 MPH EXP. 'C' PROJECT 03301.010 MODEL: THE WENTWO T 6812 ELEV. GARAGE 'SWING: RIGHT PAGE: FIRST LIFT �1 BEAM PLAN �G ENGINEER: STATE OF FLORIDA P.F. 11 01 ATE: SCALE:' NOTED s ;=SHEETNO: S 2 � NOTE: TRUSS CONNECTION DETAILS ARE TYP. EA. END OF TRUSS, U.N.O. SIMPSON HU26-2 W/ (12) 1 /4" x 2-3/4„ TITEN EA. END OF F.G.T. PLAN NOTES: �1 SEE GENERAL NOTES ON SHEET S1.01 F.G.T. ATTACHED TO WOOD POST W/ SIMPSON HTS16 (TYP.) 2 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR' TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT AND ENGINEER OF RECORD iN WRITING IF ANY ALL TRUSS TO TRUSS CONNECTIONS DISCREPANCIES ARE FOUND. PER TRUSS MFG. (TYP.) 3� SEE ARCH'L. DRAWINGS FOR LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NON —BEARING PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES (SHEET S1.01) FOR ADDITIONAL WALL FRAMING INFORMATION. F.G.T. TO CMU WALL ® PROVIDE WOOD HEADER OVER ALL OPENINGS IN WOOD W/ SIMPSON MBHU3.56 WALLS (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCH'L DRAWINGS) IF NO HEADER TYPE HAS BEEN CALLED —OUT ON PLAN, PROVIDE WOOD HEADER BASED ON HEADER SCHEDULE SHOWN ON S1.01 SHEET. 5❑ PRE—ENGINEERED 20- DEEP WOOD TRUSSES @ 24- O.C. (MAX) U.N.O. © COORDINATE LOCATION OF FLOOR TRUSSES W/ MECH. DWGS FOR LOCATION OF EXHAUST FAN, AIR HANDLING, AND DUCTS. F.G.T. ATTACHEDTO WOOD 0 F.G.T. INDICATES FLOOR GIRDER TRUSS. WALL W/ SIMPSON H3 (TYP.) ® THE REQUIRED NUMBER OF FASTENERS FOR CONNECTORS SUCH AS NAILS TO WOOD MEMBERS, SEE USP OR ELEVATOR SHAFT. SEE DETAIL —� SIMPSON CATALOG AS APPLICABLE. 6/S5.04 FOR FRAMING SPECS. g0 SEE THE GENERAL NOTES FOR FLOOR SHEATHING INFORMATION, AND FOR WOOD TRUSS TYPES. 10 INDICATES MASONRY BEARING WALLS FULL HEIGHT STUDS AT ELEVATOR REINFORCED W/ (1) #5 VERTICAL @ 4'-0" SHAFT OR CONNECT THE ELEVATOR O.C. MAX. GROUT FILLED CELLS SOLID 0 WALL STUDS TO ADJACENT WALL w/ ALL CORNERS, ADJACENT MASONRY 2x4 BLOCKING SPACED AT 48" O.C. N OPENINGS WHICH ARE SHOWN ON PLAN. NAILED TO STUDS W/ (3) 12d NAILS. • INDICATES #5 IN GROUT FILLED CELL BELOW WINDOW SILL. INDICATES #7 VERTICAL IN GROUT FILLED CELL. F.G.T. TO STEEL COLUMN —� PER 3/S5.06 (TYP.) INDICATES (2) #5 OR (2) #6 (SEE PLAN) VERTICAL IN GROUT FILLED CELL F.T. TO WOOD WALL W/ —� 11 PROVIDE MASONRY LINTEL OVER ALL OPENINGS IN SIMPSON HUS48 (TYP.) MASONRY WALL (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCH'L. DRAWINGS) SEE LIFT BEAM PLAN FOR LINTEL TYPE SIZES AND REINFORCING, PROVIDE TEMPORARY SHORING DURING CONSTRUCTION F.G.T. TO CMU WALL W/ IF LINTEL SPAN IS GREATER THAN 6 (SIX) FEET. SIMPSON HGUM5.25—SDS W/ ONE CONCEALED FLANGE O.B. INDICATES OVER -BUILT PRE—ENG. TRUSS. FILLED CELLS ;W/ #7 @ 8" O.C. MAX. ------ 2/S5.02 _ F.G.T.6" MIN. C.I.P. CONC. 9 S5.02 - _ — - — SLAB W/ #5 AT 10" O.C. EA. WAY @ . . I d BOTT OF SLAB 9/S5.05 10/S5.05 II I I I III o -----I---------I----fi --- - --- --- ------ - -- IIIIIIII CONCRETE SLAB IIIIIII i F.G.T. ATTACHED TO PER o WOOD POST W/ (2 4„ ARCH. SIMPSON HTS20 (T.. :) - - --i- --I - ,-- I-- I --�PER -1 ARCH.04 i z . F.G.T. - N - -1 _T�1 J ;.., _, ' '\ U'� I I ' 1 I 1. 1---1 T T T I I I I I F.T. ,T WO D WAIL '! I I I �(O WI SIM SON 3 I I ( DE F.T.1 @ 124„ 010 I ( I I r I (TYP U.N..) I I 1 I I I II t 4)q 2x12 it RI.--i— 1 -Y4 z I-- I --I — 1-- 1 --I — - --� — .�_: �....._ .r L; ..! ..:.._ I. I I I I I I; 1� .. `', PER 2/S5.05 Y EA. 1 A DE IIIIIIII j ( n FF 2 2x8 W 4 SIMPSON SDWC15600 (TO EA, END it y I IIII (2) 2 12 H I gym_ r` OF F.T. (TYP.) --�_ _w I I I _I 7-1_;.,i. r' ,,•'J \� \j ff`(\ ` '�, a fit ' F.G.T. 1 IF F G.T. T WO I r I I I PA W/ IMPS I I HTS2 (TYP') I 1 III�III� 1 + i I I i , Ir F.G_T. ALL TRUSS TO TRUSS CONNECTIONS PER TRUSS MFG. (TYP.) 2x6 SEE 3/S5.02 (TYP) 1 I I ( I I ( I F.T. ITO W OD L W/ IMPS F.G.T. TO STEEL 1 ' 41 , I I I I I , I WAL I I I I I I I I I COLUMN PER H3: TYP.: N.O. --I! -----I '1 E-----T-L-- I--I--�-- --L-- I --I-- --�-----r--)r--I--� ---I---I -- __I_ 1 3/S5.06 (TYP.) I I , I I I I I I I I I I F.T. TO WOOD WALL I I t I I I I 1 I I I I I I 1 I I 1 I I I W/ SIMPSON HUS48 ir.T. CMU WALL W/ I 8/S5.05 I F.T. TO C U WA L W/ --1 I _ -, I I I { I (TYP.) 1�1PS HU W 14 I , SIM. , I SIM SON U48 / (1 _. _ / ) f„ I ' u fi ( A /4 x 2-3/4 TTEN I, I Tf 1/4' X 2�3/4 I ITEM I I 4 S 054 S.O - Z- F.G.T. TO CMU /r WALL W/ SIMPSON I I I I I I = _ HGUM5.25-SDS W/ i ONE CONCEALED ' I FLANGE 13 TRUSS MFG. TO ADD ADDITIONAL 16 PSF UPLIFT LOAD WHEN DESIGNING TRUSSES COVERING THE LANAI AND COVERED ENTRY AREAS. F.O.T. TO CMU WALL W/ SIMPSON MBHU5.50/14KTI , I U:950 Ibs LO G:1080 Ibs o U_ II F.G.T. TO CMU WALL W/ I I SIMPSON HU28 (TYP.) I I II I II I U:1850Ibsann' I I I 2/S5.02 I i i CONCRETE SLAB o F- _,1 I I II ! j I II I II I II I I II I II 6" MIN. C.I.P. CONC. SLAB, W/ #5 AT 1ON O.C. EA. WAY @ BOTT OF SLAB I I II F.G.T. TO CMU WALL W SIMPSON MBHU5,50/14KT I II o I I a; U:950 Ibs II ; II I II I I ! I I LI ' II II 1. .... ................... ___ -71 T la/ u15.04 on uh 2/2 SECOND FLOOR AND LOW ROOF FRAMING PLAN N SCALE: 1/4' = 1'-0' 79 D 99 - F.G.T. TO CMU WALL W/ SIMPSON HU28 (TYP.) ASE ENGINEERING SERVICES, INC. SIRUCTURAL DESIGN GROUP TD THE SM OF NY KNOWLEDGE. TIE BUILDING DESIGN PLANS AND SPEOnCATONS COIPLY NTH BUILDING STRUCTURAL DESIGN CODE. 1HE SIGNING AND SEAUNG OF THE PLANS AND SPEanCATONS ARE ONLY FOR THE BUILDING'S STRUCTURAL COMPONENTS AFFECIm BY NTND, UW AND GRANTTY LOADS 10244 East Colonial .Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565. Fox 407-730-2999 Certificate of Authorization No. 25873 L),esn I t saM'. U P Inc. a , 1 N. RONALD REAGAN B1 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com t_o DRAFTING BY: `A'x, A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482 0957 OFFICE G* t954708 2468 FAX i a U W a a Li b k�r 111L� I� ^� nt 00 d• ,n CDr• cow ff *y W O U '❑u �i RIVERBEND LOT #10 i1 170 MPH EXP. 'O' PROJECT, 03301. 010 MODEL: THE WENTWORTH 6812 ELEV. "D" GARAGE SWING: s`1 RIGHT PAGE: 2ND FL u FRAWNG PLAN ENGINEER STATE OF FLORIDA 11/01/16 DACE: ALE: uQ NOTED 1. HI f1�a©:. � �01 D BB-1 -40 EL. 22'-8" T.O.B 4r-2" 10 6'-2" 6'-2" 4' !' 2" I, co ypppqq LLpp , I 8F16-1B/1T `a N (V ^ o _ — m m o `, o ---------------- ^ o 00 m L-L_ li m oo — ^ 1 I— �yrO 00 N ----- __ ------- - ------ --- ----- --------- 8F16 1B/2T PRESTRESSED j00 00' •scram • 8F16-1B/2T PRESTRESSED G. T. �r BEAM SCHEDULE MARK DESCRIPTION ' f'c (psi) SIZE W*xH" REINFORCEMENT STIRRUPS REMARK BTM. TOP MID SIZE SPACING BB-1 MASONRY 3000 8x8 N/A (1) #5 N/A N/A N/A SEE NOTE 2 BB-2 MASONRY 3000 806 (1) #5 (1) #5 N/A N/A N/A SEE NOTE 2 BB-3 MASONRY 3000 12x16 (2) #6 (2) #6 N/A N/A N/A SEE NOTE'4 CB-1 CONCRETE 3000 8x16 (2) #6 (2) #5 N/A #3 8" O.C. CB-2 CONCRETE 3000 8x20 (2) #8 ' (2) #6 (2) #6 #3 8" O.C. CB-3 CONCRETE 3000 26x20 (4) #6 (4) #6 N/A #3 8" O.C. CB-4 CONCRETE 3000 8x20 (2) #6 (2) #6 N/A #3 8" O.C. CB-5 CONCRETE 3000 26x26' (3) #9 HOOKED 2 LAY RS #3 8" O.C. 0 M DSPAN22 CB-6 CONCRETE 3000 8x42 (2) #5 (2) #5 (4) #5 #3 8" O.C. CB-7 CONCRETE 3000 807 (2) #7 (2) #7 (2) #5 #3 6" O.C. CB-8 CONCRETE 3000 8x52 (2) #7 (2) #7 (4) #5 #3 6" O.C. CB-9 CONCRETE'. 3000 1606 (4) #8 (3) #5 N/A #3 6" O.C. RB-1 CONCRETE 3000 8x8 N/A N/A (2) #5 N/A N/A SEE NOTE 3 RB-2 CONCRETE 3000 12x8 N/A N/A (3) #5 N/A N/A SEE NOTE 3 NOTE 1. INDICATES OPENING BELOW T.O.B.=TOP OF BEAM T.O.L.=TOP OF LINTEL NOTE 2. BB-1, BB-2 ARE AROUND THE BLOCK WALL FOR THE SUPPORT OF TRUSSES AND LEDGERS. SEE SECTION FOR ELEVATION. F NOTE 3. PLACE RB-1, RB-2 ON THE TOP OF GABLE END BLOCK WALL m NOTE 4. (2) #5 STEEL BARS (OF BB-3) MUST BE EXTENDED 3' INTO BB-2. m � 00 ao LID 0 I 00 00 o00 00 I � I G. T. U.N.O. PROVIDE BB-1 WHERE ROOF TRUSSES BEAR AND BB-2 WHERE FLOOR TRUSS BEAR 00 m N `" - 8F16-1B/1T 8F8-OB 1T 8F16-1B/1T `� - -- _j ----- . _ __ _ _- --. W Do ,m 00 N o 4' 9 10'-4" 5'-7" °O4'-7 9'-9" 9'-9" 4'-7"°' m 01 W .cn to DD 00 8F16-1B 1T 8F16-1B 1T 81`16-1B 1T .. - -- ----- --- - --- --- ---- BB-1 01 EL. 22'-8" TOP OF WOOD WALL 01 EL. 22'-8" T.O.B SECOND LIFT BEAM PLAN "D" SCALE: 1/4" = 1'-0" IN u I 4'-9" EL. 22'-8" TOP OF WOOD WALL 00 I Him, u n I I z I 0 1 cn N O cV W 0 I i C-4 m`�t-2 .J W A SE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP 1a THE BEST GN MY KNOPTEDGE THE WILDING DUNK PLANS AND SPECIHCATKNIS COMPLY MTTH BuftINNG S MRAL DESIGN CODE. THE SIGNING AND SEALING OF THE PLANS AND SPEaRCATIONS ARE ONLY FOR THE BUILDING'S STRUCTURAL COMPONENTS AFFECTED BY MND, LIVE AND GRANTY LOADS 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certikate of Authorization No. 25873 ARCH I T "E C T S e n p 1 Inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DE.ERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX 'T7 '� AY0 BOOM Man z P a U W A Q F a ic,, FmT n RIVERBEND LOT #10 170 MPH EXP. 'C' PROJECT 03303.010 MODEL: THE WENTWORTH 6812 ELEV. "D" GARAGE SWING: RIGHT PAGE: SECOND LIFT BEAM PLAN i.; ® ENGINEER: STATE OF FLORIDA MASQ Ems, P.E. NO 5t1 KI 01 P �XT 11/01/16 D E• ALE: AS NOTED SHEET TTO: Sin471, A R C H I T E C T 5 I f l -- i y . ta� ��s i n TRUSS TO CMU WALL Inc. W SIMPSON HETA20 NOTE: TRUSS CONNECTION DETAILS ARE h, 1441N. LDREAGANBC I � LONGWONGWOOD, FL 32750 TYP EA END OF TRUSS U Ni 0 PH:ao7-774so78 i 7 :��sl PLAN NOTES: U: 1400 LBs� 1 1 IA/1 - - -- -- ---- -- - -- -- - -- \1 1 �1 SEE GENERAL NOTES ON SHEET S1.01 G: 1700 LBS o I. G.T. I i''iD- j I 1 ❑2 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR 1 1 I 1 1iff TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT 44 AND ENGINEER OF RECORD IN WRITING IF ANY I f I I 1 DISCREPANCIES ARE FOUND. 03 SEE ARCHT. DRAWINGS FOR LOCATIONS/LIMITS AND I I CONSTRUCTION INFORMATION OF INTERIOR NON —BEARING o L - _ _ _ _ _ + _ _ _ J I PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL U: 6400 LBS G.T. I 91 L — — — t - — — — — —GT.— — — — 1— J NOTES (SHEET S1.01) FOR ADDITIONAL WALL FRAMING ,r; INFORMATION. G: 8400 LBS N ® PROVIDE WOOD HEADER OVER ALL OPENINGS IN WOOD \ \ WALLS (COORD. EXACT SIZE, LOCATION AND ELEVATIONS \\ \\ \ WITH ARCH'L. DRAWINGS) IF NO HEADER TYPE HAS BEEN 10 CALLED —OUT ON PLAN, PROVIDE WOOD HEADER BASED / ON HEADER SCHEDULE SHOWN ON S1.01 SHEET. 5❑ PRE—ENGINEERED WOOD TRUSSES & MISC. WOOD FRAMING TRUSS TO TRUSS SPACED @ 24"O.C. (MAX). CONNECTIONS PER TRUSS MFG. (TYP.) -- -- - — -- — -- -- — -- — -- — — -- -- — -- -- — -- -- — — --- O.B. INDICATES OVER -BUILT PRE—ENG. TRUSS. r M G.T. INDICATES GIRDER TRUSS. \ ( l 1 I THE REQUIRED NUMBER OF FASTENERS FOR CONNECTORS 1 \\ 1 I \\ \ SUCH I AS NAILS TO WOOD MEMBERS, SEE USP OR SIMPSON CATALOG AS APPLICABLE. ri- / /> ___ 0 SEE THE GENERAL NOTES FOR ROOF SHEATHING {---. INFORMATION, AND FOR WOOD TRUSS TYPES. 10 PROVIDE DOUBLE 2X WOOD STUDS BELOW ALL G.T.'s, BRACING SEE L — -- — — -- -- -- -- — —� -- — -- — -- -- r -- -- — -- � — — — — — WOOD HEADERS, AND WOOD BEAMS CONTINUOUS TO FTG. 7/S5.04 TYP \ \ \ UNLESS NOTED OTHERWISE. 1 11 PROVIDE MASONRY LINTEL OVER ALL OPENINGS IN \\ — J \ MASONRY WALL (COORD. EXACT SIZE, LOCATION AND 1 \ _ _ \ ELEVATIONS WITH ARCHT. DRAWINGS) SEE LIFT BEAM — PLAN FOR LINTEL TYPE SIZES AND REINFORCING, PROVIDE TEMPORARY SHORING DURING CONSTRUCTION IF LINTEL SPAN IS GREATER THAN 6 (SIX) FEET. F SEE ARCH DRAWINGS FOR TRAY CEILING LOCATION AND DIMENSIONS — — — -- — -- -- -- -- -- — -- = — 13 ROOF TRUSS DEAD LOAD = 25 PSF \ 14 TRUSS MFG. TO ADD ADDITIONAL 16 PSF UPLIFT LOAD \\ \ \\ WHEN DESIGNING TRUSSES COVERING THE LANAI AND COVERED ENTRY AREAS. > i 15 CONCRETE BEAM PER SCHEDULE ON SHEET S2.02 OR � G• S3.02. T � / . ......7 .... _...... / 3b/ 5.04 a 3b/ 5.04 m m CID m I I J J _J 0 J 0 la/ 5.04 1a/ 5.04 O O N CD to U) I I m m m m I I I I Lin 00 — -- -- — o Ln— 0 ao TRUSS TO wooD -- -- — — -- -- _ _ WALL W/ SIMPSON H10A (TYP. U.N.O.) 1a/ 5.04 m m 0 L0 0 o ROOF FRAMING PLAN 99 D97 SCALE: 11,V = 1•-0• ASE ENGINEERING SERVICES, INC. I STRUCTURAL DESIGN GROUP l0 R SM DF MY 10RINKIDGE. 1 E WILDING DESIGN PLANS AND SPECIMGATONS COMPLY W1 WBONG a CIURAL DESIGN CODE T E SIGNING AND SEALNG OF THE PLANS AND S HCANONS ARE ONLY FOR N WRDINGS SIRUCIURAL COMPONENM AFiECIED BY NIND, U AND GRANIY 1-0AD4 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE `^ a,�954 708-2468 FAX ft I, RIVERBEND LOT #10 170 MPH EXP..C• PROJECT 0330. 010 MODEL: THE WENTWORTH 6812 ELEV. "D" GARAGE SWING: RIGHT PAGE: ROOF FRAMINP I : PLAN �I = .m ENGINEER: SITATE OF FLORIDA `I fl MASON XIE; d O 511 f,` NT TE: 11/01 CAL A 0 R C � w !K C T S GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP.) FOOTING DOWELS TO MATCH VERTICAL REINFORCING. PROVIDE 48 BAR DIA. LAP SPLICE. ADD'L 66-W1.441.4 W.W.F. (PLACED 1" FROM TOP OF SLAB) N 3,_DD o SLOPES DN W CONC. OR = PAVER BY OTHER `r - fr w n li _I �r> M Z-SEE PLAN FOR SLAB GRADE, H (T THICKNESS ESS AND REINFORCING 6 MIL. VAPOR BARRIER n 3" CLR. 71 SEE ARCH. DRAWINGS EE FTG SCHEDULE, OR SIZE AND REI . THICKENS . � �� (�j SCALE: N.TS. 2x 0 16" O.C. 1/2" DIA. ANCHOR BOLT W/ MAX. (SEE PLAN) OVERSIZED WASHER ® 16" O.C. W/ MIN. 7" EMBEDMENT IN "GONG. USP SPTH4 OR USP SPTH6 @ 16" O.C. SEE PLAN FOR SLAB GRADE THICKNESS AND REINFORCING (TYI'•) COMPACTED EE FTG SCHEDULE SUBGRADE. (TYP.) OR SIZE AND REI . THICKENED SADOTING SCALE N.T.S. SIMPSON SP14 ® 32" O.C. z a 0 00 2x ® 16" O.C. DIA ANCHOR BOLT ® 32" O.C. MINIMUM 7" ENBEDMENT IN CONCRETE -4" SEE MANUF. 8" 10 SPECS #5 ® 12" O.C. EA WAY CENTER OF SLAB' E��E`''��1��I°� PIT 12 SCALE N.T.S. — MASONRY WALL (BEYOND) SEE .PLAN (TYP.) — 1-1/2" RECESS FOR SGD ICI—II1-1�I \i\\ice\l. 6 MIL: VAPOR BARRIER � SEE ARCH. DRAWINGS U �,, CLR..IFOTING PEE LIJ fif FTG SC -EDUCE OR SIZE' AND REI THICKENED SLAB r: 2 SCALE N.T.S. LINTEL PRECAST HEADER DOOR' TRACK 2 X 8 (PT) PLATE EACH SIDE 0 D'OOOR OPENING ATTACHMENT AS il PER PRODUCT MANUF. GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE .AND SPACING. (TYP.) FOOTING DOWELS TO MATCH VERTICAL REINFORCING. PROVIDE 48 BAR DIA. LAP SPLICE. (1) #5 IN ADD'L 6x6-W1.4xW1.4 W.W.F. TOP OF w (PLACED 1"FROM TOP OF SLAB) CONIC. CURB � 3'-0" c � SLOPES DN - 0 SEE PLAN FOR SLAB GRADE, THICKNESS AND REINFORCING � (TYP.) s' 6 MIL. VAPOR BARRIER M 3" CLR. SEE ARCH. DRAWINGS � EE FTG SCHEDULE OR SIZE AND REI THICKENED SLAB/FOOTING � SCALE NTS. GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. - (TYP.) FOOTING DOWELS TO MATCH VERTICAL REINFORCING. PROVIDE 48 BAR DIA. LAP SPLICE. TG. PER 314/5.01 >; CONC. OR PAVER BY b OTHER GARAGR D O .� II I I TRACK MOIN 17' DETAIL 9 SCALE: 3:Lli : w a �w rr_ #5 ®12" O.C. f�� J SLOPES 0 --(2) #5 @ 6" O.C. w 3„ CLR. SE I!FTG SCHEDULE ON S2,01 FOq FTG SIZE AND REINFO ING 10 MAS�IRY COL FTG SCALE N.TS. GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP.) FOOTING DOWELS TO MATCH VERTICAL REINFORCING. PROVIDE GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP.) FOOTING DOWELS TO MATCH VERTICAL REINFORCING. PROVIDE 48 BAR DIA. LAP SPLICE. SEE PLAN.. FOR SLAB GRADE VARIES THICKNESS. AND REINFORCING (✓TYP.) �.-:_._may r^"-,w-.—�M••.-r-� 11 ..COMPACTED SUBGRADE. (TYP.) EE FTG SCHEDULE OR SIZE AND REI THICKENED SLAB/FOOTING 6 WALE: N.T.S. OUTSIDE CORNER BARS TO UATCH SIZE AND NUMBER WITH THAT OF HORIZONTAL REINFORCING BARS. (TYP.) CORNERS 48 BAR DIA. LAP SPLICE. ADD'L 6x6-W1.4xW1.4 W.W.F. (PLACED 1" FROM TOP OF SLAB) PAVERS 8„ S-O" EE FTG SCHEDU OR SIZE AND REI .. r SCALE SEE PLAN FOR SLAB GRADE, THICKNESS AND REINFORCING (TYP.) 6 MIL. VAPOR BARRIER SEE ARCH. DRAWINGS PROVIDE 2x4 KEYWAY (TYP.) TYPICAL HORIZONTAL - REINFORCING. P 25" (MIN.) LAP INTERSECTIONS -- a a J z CNCV C, HORIZ. REINF'S. AT BEAMS, WALLS AND FTG'S. SCALES N.T.S. - MASONRY WALL (BEYOND) SEE PLAN (TYP.) - 3-1/2"x12" RECESS 3'-0" 0 /SIEE MIL. VAPOR BARRIER ARCH. DRAWINGS J EE FTG SCHEDULE OR SIZE AND REI . `THICK ..�TING 14 ._.. SCALE N.T.S. SEE PLAN FOR SLAB ON GRADE THICKNESS AND ji--" (1) #5 CONT. o REINFORCING (TYP.) o Q CD SEE PLAN T/SLAB COMPACTED - SUB -GRADE / DEPRES,,SED SLAB DETAIL SCALE NTS ASEENGINEER/NG SERVICES, INC. STRUCTURAL DESIGN GROUP 1D TIE BEST OF NY KNDMtIDGE,. TIE BUILDING DESIGN PLANS AND SPECIFlCATDN9 COMPLY MI.T1 BUILDING SINIIaMtAL DESIGN CDDE THE 5[3160 AND SEMINa OF TIE PLANS Mp SPECIFlCATDNS PIE ONLY FM TIE BUILDINGS SINUCTMAL CdAPoNENTS AFFECED 8Y MIND, U AND GRANtt LOADS. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730 2999 Certificate of Authorization. No. 25873 E Do�i ""in x. Inc. �. � _'141 N. RONALD REAGAN BLVD. b LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 00033251111 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482 0957 OFFICE 954 708 2468 FAX r � � o � RIVERBEND LOT #10 170 MPH EXP. 'C' PROJECT 0330I. 010 MODEL: THE WENTWORTH 6812 ELEV. "D'° GARAGE SWING: RIGHT PAGE: r �N SECTIONS AND DETAILS xr� 4; ENGINEERS STATE OF FLORIDA ul MASON CIE P.E ev 11/01/1�i:'I' ALE:. J' s+� a A R C MI T E C T S a It Q Li No PRE—ENGINEERED WOOD ROOF TRUSSES AT 24"O.C. (MAX.) TYP. ROOF PLAN CONNECTOR INFO COORD. W/ARCH. Fm 4:..I` —°�—°a �, --. T/BOND BEAM — ° e 1. I d I 11I I°'ll I I II, I I III i II I lla °Il 1 dl II L II II 1j1 1 Ial :{ L II 1 I I 1 I IL 1 I° II I l °I: I I d d� L..I I°"I -— -I- --- ---� — COORD. W/ARCH. {{IiII B%U" LINTEL1 CMU LINTEL SEE LIj a LIFT BEAM PLAN loll0 IN TA 'I I ° —ADDONAL E SIDE OPEN ° EE PLAN (TYP.) ` I I;#5 GROUT SOLID Q 1 ° ° 1 1 Ir l a1 o2EJ II4I i II I 1-1°q I 01 14 . Ldl I a d 00 l IlI 11°. J iala.i 11 I 1.11 � I `41 I' 1 I I .M I Nr 4-4— .Q -- d .—mod — -- _— —r- 4+ " Q `. ° a A. 17 44 A.L�1 °d p.I COORD.. W/ARCH. '..I 1 (° B/NU" LINTEL I . 1 dl 1XSIDEEN I , 1 Ij A IL SEE I 1 :I I Id PLAN 14 Il a1 1°I:11J I`L1 11 4 I` 11I I '.I 1 1N I I a I° I I I I i l° J, I 1PENI I I. 1 I L <I (TYP.) �SOLID 41 1 Ill (TI_ —o-, < yrl 1 IL I11 --- l < I�.al 14 Il l J 1 hll l 1,11 11 It l l ll II d- ¢ J_tt I.aI T diI II III SEE PLAN wL--------- L— — — — — — — — — — — — — — — — — ---`-- — -- -- T/FTG. --1 _ J _ J _J —.J _J _J �I 193 1/4" is I L �� r� E, RI Nay °r b L EVE e ESCALB a P N CO m 0)_Il SCALE N.T.", USP LPTA W/ NOT LESS THAN (8) 10d x1 1/2" GAVL. COMMON NAILS. COMPLETELY WRAP HEEL OF TRUSS W/ 30# ROOFING FELT TO AVOID CONTACT W/ CMU BLOCK BB-2 DOUBLE KNOCK 1 OUT BLOCKS W/ (1) # 5 EA COURSE GROUT SOLID 10d NAILS 4" O/C 2x4 BLKG W/"1/4"x3-1/2"" TAPCON AT 8 O.C. (TWO PER PIECE) [-FLOOR/GIRDER TRUSS (1) P.T. 2x4 CONT. W/ 1 /4" x3-1 /2" TAPCON ® 8" O.C. 26 STRONGBACK SECURED TO EACH TRUSS W/ (3) 16d COMMON NAILS PROVIDE (2) TRUSS 'LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS f 2x6 P.T. TERMINATION BLOCKING SECURED TO WALL W/ (6) 3/16" DIA. x 4" TAPCONS 3 n SECTO, .. ECTION S'caL I N SCALE FITS. 5b - SIMPSON MBHU3.56 (H=14 TO 18) G < 6045 LBS, U 10d NAILS 4' O/C < 3345 LBS W/ W/ (2) a 0 SIMPSON TITEN BOLT, 5' P.T. 2x4 BLOCKING MIN. EMBED AND (12) 4'"x2j" SIDS SCREWS W/ 1 /4" x 3-1/2" TAPCON ® 8" O.C. o FLOOR TRUSS 0 SIMPSON MBHU3.56 W/ 1/�" SHIM EA. SIDE FOR 2-PLY FLOOR TRUSS END WALL OR EDGE OF WALL CONDITION. SIMP�6N MBHU5.5 W/ 1/2 SHIM EA. SIDE FOR 3—PLY FLOOR TRUSS F.T. TO CMU WALL W/ END WALL OR EDGE OF WALL CONDITION. (14 )1SIMPSON HU48 W/ DETAIL BB-2 DOUBLE KNOCK (14) /4" x 2-3/4" OUT BLOCKS W/ (1) # TITEN 5b 5 EA COURSE GROUT NTH' SOLID 5 SECTION SCALE N.T.S. 1 1 2" 9„ 1 2" COLUMN BASE PLATE: 3/4"x12"x1'-0„ I 1 �4 TYP. a ° O GD A - Co N z L .• 4"(DEEP x16"x16" POCKET (4)-3/4"DIA.x1' 0"+4"HOOK 6" 6" A36 ANCHOR BOLTS. (TYP.) (CONCRETE FILLED AFTER COL. ALTERNATE WEDGE BOLT W/ BB-3 DOUBLE KNOCKOUT HAS BEEN INSTALLED BLOCKS W/ (2) #6 EA. 6 MIN. EMBEDMENT TS. COL COURSE GROUT SOLID 1Cx16",'POCKU ACCEPTABLE TS. COLUMN, SEE 8^ g" PLAN FOR SIZE AND - LOCATIONS. (TYP.) o PROVIDE BIT. COATING ON ALL SECTION Y " STEEL SURFACES EXPOSED w z I SCALE: N.T.S.o BELOW TOP OF CONCRETE �C) E SLAB. (TYP.) I °W1,- _ i' j ADD'L 8'x8' WIDE 4x4-W4.0xW4.0 W.W.F. o CD I I (PLACED 1" FROM TOP OF SLAB) / i=:� I1; COMPACTED SUBGRADE. (TYP.) 140" THKSLB-(SEE PLAN) - SEE ;HED. FOR SIZE AND REINF'G TS COL. AT THICKENED SLAB FTG. SCALB FITS. M U 3" CLI ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP T) T1E BEST LK MY KNOWLEDGE, T E BUIDING DESIGN PLANS AND. SPEDIFICATOMS CaMPLY W1 BUILDING SDEUCT]RAL DESIGN CODE TEE SIGNING AND SFAAUNG OF T E PUNS AND SPECInCATONS ARE ONLY F T E BUILDINGS STEUMRAL COMPONENTS AFFECLED BY WIND, UYE AND GRANT! LOADS 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate. of Authorization No. 25873 ((gi� pr G e Inc. 1441 N. RONALD REAGAN BL' 11 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 l DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX T®NR 00 RIVERBEND LOT #10 170 MPH _EXP. "C' PROJECT 0330 .010 MODEL: THE WENTWORTH 6812 ELEV. "D" GARAGE 8 WING: L; RIGHT PAGE: SECTIONS r AND DETAILS I, ENGINEER - STATE OF FLORIDA / I INAA 1 XIE, P.E. 5116 k 16� I T E C T A001111"Oft LL 0 0 l 3 0 J LLJ m J J a Ln � W_ o m 0 0 O ] O m �LJ Z J 00 �Q J WALL FOOTING: WF—(SEE PLAN) SEE PLAN AND SECTIONS FOR SIZE AND REINFORCING. (TYP.) SEE PLANS AND PLAN NOTES rUR LOCATION OF GROUTED CELLS STOP GROUT MIN 1 1/2" BELOW TOP OF UNIT IF POUR IS STOPPED FOR MORE THAN ONE HOUR MAX HEIGHT OF POUR = 10'-8". GROUT TO CONFORM TO ASTM C476. MAXIMUM AGGREGATE SIZE 3/8". SLUMP= 8" TO 11". PROVIDE CLEAN OUT HOLE MINIMUM SIZE 3" x 3". ALL OVERHANGING MORTAR AND DEBRIS TO BE REMOVED FROM INSIDE THE CELL WALLS. SEAL PRIOR TO GROUTING, BUT AFTER INSPECTION. NOTE: DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAIT NOT LESS THAN 24 HOURS. TYPICAL H LIB S SCALE PRE-ENGINEERED WOOD ROOF TRUSSES AT 24"O.C. (MAX.) TYP. SEE ROOF PLAN FOR CONNECTOR INFO i :TI I I YI I:.111 I: I tl a dkSEE PLAN i TYPICAL CMU PE RIB: ta`I —f` ATION SCALE N.T.S. NOTES: 1. DO NOT SPLICE TOP' PLATES WITHIN 6'-0" OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. 2. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND I TERIOR SHEARWALLS. SPLICE LENGTH PER CHEDULE ""^� ^"�^ OUBLE 2X TOP PLATE AILS BETWEEN SPLICE LOCATION PER SCHEDULE STAGGERED. LENGTH OF WALL' SPLICE LENGTH, NAILS ALONG (BETWEEN CORNERS) (MINIMU ) SPLICE LENGTH OVER 30' 4'-0" 18-16d OVER 20' 2'-8" 10-16d OVER 10' 1'-4" 6-16d LESS THAN 10' 1'-4" 4-16d T�a�_' TAP PLATE SPLICE 9 SCALE N.TS w. FROM BEAM TO FTG. W/ 12" MIN. STEP DOWN FOR 1313-2 CONNECTION SCALE N.TR MINIMUM WALL AND HEADER STUD REQUIREMENTS UPLIFT CONNECTION REQUIREMENT > AT POINTS A (TOP AND BOTTOM OF MAXIMUM HEADER SPAN(FEET) 3 6 —9 12 15 18 HEADER STUDS. UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER NUMBER of HEADER STUDS AND AT BOTTOM OF HEADER STUDS IN SUPPORTING END OF HEADER 1 1 2 2 2 2 ADDITION TO CONNECTORS AT WALL STUDS UNSUPPORTED WALL HEIGHT ' STUD SPACING NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER 12" 2 2 3 3 3- 3 10' OR LESS 16" 2 2 3 3 3 3 24" 1 2 2 2 2 2 12" 2 2 3 4 5 5 GREATER THAN 10' 16" 2 2 3 3 4 4 24" 1 2 2 2 3 3 *THE HEADER STUD SHALL NOT BE REQUIRED IF THE HEADER IS SUPPORTED BY A SUITABLE FRAMING ANCHOR STI'[T�I�EDn�. E z 0 0 04 = (1) #5 BAR GONTINU MIN. C'4 ) #5 BAR CONTINUOUS v POURED CELL W/ (11) #5 BAR CUNT. FROM BEAM TO FTG. W/ 12" HOOK TYP. E'37F,P BLOCK BEAM REINF. SCALE: N.TR ONT. HOOK ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP To THE BEST OF MY KNOYAID(S, THE MIMING DESIGN PUNS AND SPIMMATONS COMPLY Wi MIMING SIROCTORAL DESIGN CODE THE S(iMING AND SEALING OF THE PLANS AND WECINCATONS ME ONLY FOR THE MILDINGS STRumR& COMPONENTS AFFECTED BY MND, LNE AND GRAVITY LOADS 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorrzation No. 25873 esi n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 mmI AVDRAFiING BY: ` AN.B. DESIGN GROUP I DRAFTING INC. 1191 EAST NEWPORTall CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE �54 708-24468 FAX LmommummomO� O p F� cr r RIVERBEND " LOT #10 i 170 MPH EXP. 'C' " PROJECT 0330.010 MODEL: THE WENTWORTH 6812 ELEV. "D" GARAGE SWING: RIGHT PAGE: n l B N AND DETAILS ENGINEER= S� TA,TE OF FLORIDA XIE, F� E. Emo I�,. Xnel I 1'RI T 1-LI <✓16 DA -T, �SS�.03 ALLOWABLE 0 LBS 1 SAP) ((2 b UPLIFT = 3000 LBS SATRAPS) 1 or 2 SIMPSON HETAL16 TRUSS ANCHOR W/ (14) 10d x 1�' NAILS TO TRUSS. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. 2x8 FASCIA TO EA. TRUSS W/ (2) #10 x 3" EXTERIOR WOOD PER ARCH SCREW LEVEL RETURN FOR 'B' ELEV. F2a ALLOWI ALLOW) 19/32" COX PLYWOOD SHEATHING W/ 8d 1or 2 SIMPSON' HETINL16 RING SHANK NAILS @ 6 O.C. FIELD, EDGES AND TRUSS ANCHOR W/ (14) 10d 4" O.C. DIAPHRAGM BOUNDARIES (FASCIA) x 1j" NAILS TO TRUSS, ENGINEERED WOOD TRUSSES PROVIDE 5" MINIMUM 24" 0/C, SUBMIT SHOP CONCRETE EMBEDN ENT. DRAWINGS FOR REVIEW AND APPROVAL 2x8 FASCIA TO EA. — r TRUSS W/ (2) #10 x MASONRY BOND BEAM 3 EXTERIOR WOOD PER SEE SCHEDULE SCREW LEVEL RETURN FOR 'B' ELEV. a III x L TRUSS 1a SIC ALP NT3 2x8 ROO SPACED MAX. TOE NAIL SN FITTING BLOCKING h (2) 12d NAILS @ I END T TOE NAIL TR TO TOP CORD (2) 16d Nf WOOD STUD W rnKitir-:r%TrIIlI `L) JIIVII JVI\ LTT19 @ EA. HOIST COLUMN 19/32" CDX PLYWOOD SHEATHING W/ 8d RING SHANK NAILS ® 6" O.C. FIELD, EDGES AND 4" O.C. DIAPHRAGM BOUNDARIES (FASCIA) ENGINEERED WOOD TRUSSES ® 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL USP USC43 STEEL CONNECTOR (USP RFUS TO BOTTOM CHORD FOR TRUSSES ARCH 13 W/ HEEL) WITH J" 0 HILITI KWIK III ;BOLTS W/ 5" CONCRETE EMBEDMENT MIN. AND (8) 16d COMMON NAILS` MASONRY BOND BEAM SEE SCHEDULE IF 4 BOLTS ARE USED ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH SIDE OF BOLTS 2a 2b TYPI,l R E GIRDER CO MNECTOR(S) SCALP N.T.S. ;EE SHEET S1.00 FOR OOF SHEATHING TYP. WOOD STUD (2) 2A2 HOIST COLUMNS NAILED TOGETHER WITH (2)'I ROWS OF 12d NAILS ® 12" O.C. STAGGERED. NAIL AN ADDITIONAL 2X4 BOTH SIDES OF (2) 2x12 HOIST COL. W/ (2) ROWS OF 12d NAILS 12" STAGGERED. JAIL SHEATHING TO COL. & ?X4 BLOCKING W/ 8D NAILS D 8N O.C. =LOOR TRUSSES 9 24" O.C. MAX. (2) SIMPSON CS18x40 ® EA. HOIST COL. (2) 2x12 HOIST COLUMNS NAILED TOGETHER WITH (2) ROWS OF 12d NAILS @ 12 O.C. STAGGERED. NAIL AN ADDITIONAL 2X4 BOTH SIDES OF (2) 2x12 HOIST COL. W/ (2) ROWS OF 12d NAILS 12" STAGGERED. SECTION @ ELEVATOR SCALP N.T.S. c I n 6'-0" MAX SEE PLAN FOR I OCATION = 1140 LBS (1IFT STRAP 3b ALLOWABLE UPLIFT = 27 0 LBS APS) 1 or 2 SIMPSON H10A TRUSS ANCHOR W/ 10d x 11" HDG NAILS TO TRUSS AND 10d x 3" HDG NAILS TO TOP PLATE. FIRST ONE APPLIED TO INSIDE FACE OF WALL. IN ADDITION, ADD (4) 16d TOE —NAILS, 2 EACH SIDE OF TRUSS 2x8 FASCIA TO EA. TRUSS W/ (2) #10 x 3" EXTERIOR WOOD SCREW PER ARCH LEVEL RETURN FOR `B' ELEV, - WALL SHEATHING PER S1.01 2x6 or 2x8 STUDS @ 16" O/C 3a 111,0011111 3b TYPICAL \ / SCALP N.T.S. 19/32" COX PLYWOOD SHEATHING W/ 8d RING SHANK NAILS ® 6" O.C. FIELD, EDGES AND 4" O.C. DIAPHRAGM BOUNDARIES (FASCIA) ENGINEERED WOOD TRUSSES ® 24" O.C., SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL H10A FRONT VIEW 2x BLOCKING AT ALL PLYWOOD SEAMS TRH � S CONNECTORS) 1x4 BTM. CHORD BRACING 72" O/C MAX., SECURED W/ (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION, TYP o N 04 "' 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION BTM. CHORD OF WOOD ROOF TRUE LID END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN TRUSS BRA► `I' n, `: NAIL SCALE: IKT.S. _. . SES ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP ' To THE BEST OF MY KNUBI.EDGE, T E BUILDING DESIGN PLANS AND SPE0FR1A10NS COMPLY MTH BNILGING STRUCTURAL DESIGN CODE. THE SIGNING AND SEALING OF THE PLANS AND SPECIHCATGNS ME ONLY FOR THE BOIL NUS STRUCTURAL COMPONENTS AFFECTED BY WIND, UVE AND G VTY LOADS 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 / Ole 15,I Inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE a 954 708-2468 FAX RIVERBEND LOT #10 170 MPH EXP. 'C' PROJECT 0330.010 MODEL: ' THE WENTWORTH c 6812 ELEV. "D" GARAGE SWING: RIGHT PAGE: SECTIONS)b I ANC (IIIIIIIIIIIIIIIII�DETAif. a ENGINEER: STATE OF FLORIDA ■a7 P "I"'NO: S5.D4 9,R.C4I77 FC75 SIMPSON SPT6 0 16" O.C. - 2X12 STAIR SUPPORT AT AN ANGLE 2x4 BLKG FASTEN TO - TO MATCH THE TOP RISER. NAIL 2X12 WALL W/ 12d NAIL 0 LEDGER TO TRUSS WITH (4) 16d NAILS 12" O.C. (2 MIN.) FLOOR TRUSS - I TRUSS TO SUPPORT 600# POINT ,.. LOAD: FROM THE 2X12 BOTTOM CHORD EXTENSION TO SS SEKTRU SUCONN. 2 SCALE-N.T.S. PER TRUSS MFG. I d SCALD- N.T.Q. COL. BEYOND ALUMINUM RAILING PER ARCHITECT. ATTACHPER RAILING MFG. SPEC. 9'-3' AFF. BOTTOM OF BEAM CB-9 (16"x16") SEE - BEAM SCHEDULE FOR BEAM INFORMATION 4'-0 ft 1 / bk AL=- I L I.D. i 2x4 NAILER W/ (2) .131'x3' NAILS INTO EACH BLOCK a 2k4 BLOCKS W/ <2) .131'x3' NAILS AT EACH 2x6 VERTICAL 6" THICK (MIN,) CONCRETE SLAB W/ #5 0 10"' O.C. EA. WAY CB-7 (8x37) SEE - BEAM SCHEDULE FOR BEAM INFORMATION SCALE- N.T.S. )NT., W/ (2) dLS EA. STUD — P.T. 2x4 CONT. FASTEN TO FGT WITH 12d NAILS 0 12" O.C. —DBL. P.T. 2'x6' TOP PLATE —2x6 #2 HEM -FIR .VERTICALS AS SHOWN AT RIGHT —8d NAILS AT 6' Q.Q. ALL PLYWOOD, ALL MEMEBERS —:2x4 BLOCKS W/ <2) .131'x3' NAILS AT EACH 2x6 VERTICAL �—(4> .131'X3' .NAILd EACH,,STUD INTO TRUSSES \ 10d NAILS 4" O/C COL. BEYOND P.T. 2x4 BLOCKING W/ 1/4" x 3-1/2" TITEN 0 8" O.C. ALUMINUM RAILING PER P FLOOR ARCHITECT. ATTACH PER RAILING MFG. SPEC. 9 24" O.C. J9-7 /2' A 1FF. LLJ . - cEn-m HGT COL. BEYOND I F.T. TO CONC. BEAM W/ 9'-V AFF. SIMPSON HU48 W/ (14) 1/4" x BOTTOM OF BEAM 1-3/4" TITEN I I 9'-3' AFF. `F 307011 IF BEAM CB-9 (16%16") SEE BEAM SCHEDULE FOR BEAM INFORMATION USP HGAM DETAIL V T SCALE: N.T.S. 10 -� IQ SCAL'r.:��- LINTEL' CB-8 (8x52) SEE BEAM SCHEDULE FOR BEAM INFORMATION W-4' AFF. TI[F OF BEAM i i . 00 0 0 W-o' AFF. • BQTT0N ff HEAM I I I 1 V 10d NAILS 4" 0/C P.T. 2x4 BLOCKING W/ 1/4" x 3-1/2" TITEN 0 8" O.C. 16" DEEP FLOOR TRUSS 0 24" O.C. I' CER- MG MT F.T. TO CONC. BEAM W/ SIMPSON HU48 W/ (14) 1/4 11x 1-3/4" TITEN ASE ENGINEERING SERVICES, INC. j STRUCTURAL DESIGN GROUP lO Tiff BEST BE MY xNOBLFDGE T E BUILDING DESIGN PLANS MD SPECIMC TMS COMPLY MlH BUILDING STRUCTURAL DESIGN CODE T E SIGNING AND SEALMG OF l PUNS AND SPEaflWORS ARE ONLY FOR THE BUHNNCS STRUCTURAL CaMPONENt AFFECTED BY MND, LIVE AND GRAMW LOADS 10244 East Colonial Drive, Suite 202 Orlando, Florida. 32817 — 407-677-5565 '.Fox 407-730-2999 Certificate of .Authorization No.. 25873 ®a d'Design VII oUInc. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com y AA #: 0003325 DRAFTING BY: A.I. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX z 0 E- L) r4 Ca a F d A `""� C1t Mum f7:) :s: ILO t0 r- 00 W FLoRIVERBEND T #10 k 170 MPH EXP. 'C' I PROJECT 0330.010 MODEL: THE WENTWORTH . 6812 ELEV. GARAGE SWING: RIGHT 1�AGE: SECTIONS k AND J DETAILS A R C H IT E C T (3) 2x12 HEADER PROVIDE ----------------- — — DBL. TOR PLATE — 1'� — N WOM—FILLERM CONT. NAIL ALL TOGETHER W/ 16d COMMON (�I 2x HEADER SEE PLAN FOR SIZE AND QUANTITY 2—ROWS, 6" 0/C PROVIDE 1x WOOD or Yz" PLYWOOD FILLER(S). a 2x6 BLOCKING FOR SHUTTER INSTALLATION. N NAIL ALL TOGETHER W/ 16d COMMON PROVIDE 1/2" PLYWOOD FILLER(S). NAILS, 2—ROWS, 6" O/C w NAIL ALL TOGETHER W/ 16d COMMON "' NAILS, 2-ROWS, 6N O/C 2 STUDS BETWEEN HEADER ABOVE SHORT x AND FRAMING DIRECTLY ABOVE WINDOW. N X (1) 2x6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W/ 16d COMMON NAILS, 6" O/C O SHORT 2x STUDS 2x6 BLOCKING FOR SHUTTER INSTALLATION. BENEATH WINDOW SILL PROVIDE Y2" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6„ O/C SINGLE BTM. PT PLATE 2x HEADER SEE PLAN FOR SIZE AND PROVIDE WOOD SECTION A -A, SILL AND HEADER FRAMING NAIL ALL TOGHETHfR W/ 16( SCALE N.T.S. SIMPSON H10A NAILS, 2—R W LAP TOP PLATE A MIN. OF 48" AND NAIL VERIFY HEIGHT OF WALL f\1 W/ 16d COMMON NAILS, 2—ROWS, 4" O/C W/ PLAN BTM. LAP TO OCCUR OVER STUD 0 N BTM. MEMBER OF TOP PLATE —�—HN m SPLICE MUST OCCUR OVER STUD. %" 0 X 8" MIN. EXPANSION BOLT W/ 30 OVERSIZED WASHERS PLACED 16" O/C4" MIN. CONC. EMBED 2x MID —HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, E.E. USP LSTA18 W/ 10d x 3" GALV. COMMON NAILS, (7) EACH END TOTAL OF 14 NAILS. APPLIED TO INSIDE FACE ONLY. X LV Q r n SCALE N.T.S. NOTES: 1. ALLOWABLE UPLIFT SHALL NOT EXCEED 1225 LBS 2. THIS REPAIR IS LIMITED TO NO MORE THAN TWO (2) DISPLACED EMBEDDED ANCHORS IN A ROW USP HTWM16 W/ (4) 1/4� PER TRUSS MFG. DBL. TOP PLATE. CONT. -- 4 _ --_04 N ---- N O C:)I - Q, on 00 O N X N 2x STUDS '0 16" O.C. U.N.O. ON PLAN USP SPTH4 OR USP SPTH6 4'-0" MIN. TOP & BTM. STUD PLATE TIES TOP PLATE SPLICE W/ 10d x 1)2" GALV. COMMON NAILS Akin AIAII ILI / 4 6 J nn\ILInAI rii , r,.rrw 11^1 r (2) JACK 2x STUDS i imnFR HFAnFR 4 W/ 30 .1. OVER`S"IZ'EITZSWRS N� 32" MAX. 32" 0/C, 6" MIN. CONC. EMBED �FYITC—C SPACING FRAME REARING WALL CONSTR I DETAdLS I (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS _TOGETHER W/ 16d COMMON NAILS, 3" O/C (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d COMMON NAILS, 3" O/C LAP TOP PLATES AT CORNER, TYPICAL SECURE FLOOR TRUSS TO TOP PLATE W/ (4) 16d COMMON NAILS, 2 EACH SIDE. 2x MID —HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d TOE —NAILS, E.E. 14 1. ALL STEEL TO BE A36 W91, DRILL 6" INTO EXI 2. ALL ELECTRODES TO BE 70XX 1/- FTG., EPDXY & DR 3. ALL WELDS TO BE CONT. #5 & BEND VEf 4. PAINT W/ A PAINT HAVING 95 30" LAP RE( ZINC OXIDE CONTENT 6" DIA STEEL PIPE n c—ICY Irtrwlv� Iv BOND BEAM IYNIGAL KUUF IYF'I(:AC FLUUK TRUSS TRUSS �� N 5 1/2" 5.'ALL HOLES TO BE 7/8"0 FOR ' w/ 1/2" x 9" x 9" EXISTING FTG USP HTWM16 W/ (4) 1/4" N \ 3/4" 0 BOLTS BASE PL. ANCHOR TO SLAB w/ (4) 3/4"x4" I I BASE PL 1/2" x 9" x 9" X 2-1/4" TAPCONS TO WOOD G.T. EPDXY BOLTS. I BOND BEAM PER TRUSS I i \ X MFG. - = o , , o --- ----- ---- — -- — N (D - — — — — — — — — — — I I 1 /4" CAP j 1 /4° CAP PLATE I I MASONRY WALL / PLATE 16" POURED CONC. TS STEEL COL CONT. BOND BEAM SEE PLAN RETROFIT 2 7YRANC�ORAGE- ..T. SUPPORTED BY TS N.T3 v SCALE; 3/4' = T-0' 1 /4N TYP. -TS STEEL COL SEE PLAN COMPACTED_ (1) #5 CONT. SUBGRADE 1'-0" BOLLARD DETAIL \ %LL SCALE' N.TS. MISSING DOWEL DETAIL SCALE: N.T.S. ® Gisi n b upInc. .1 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX E RIVERBEND LOT #10 I 170 MPH EXP. "C" IPROJECT 03303. 010 h4s:ODES: jT HE WENTWORTH 'i 6812 ELEV. "D" GARAGE SWING: RIGHT PAGE: SECTIONS AND DETAILS ENGINEER. STATE OF FLOFUDA PT ASE ENGINEERING SERVICES,INC. DR E: STRUCTURAL DESIGN GROUP TO THE BEST OF NY KNOWISDGE, TFIE MIMING DESIGN PUNS AND SPECIFICATONS COMPLY MTH MIMING 5RiUCTURAL DESIGN COGS THE SIGNING AND gALBiG DF THE PLANS AND SPEaRCATONS ARE ONLY FOR THE BIN.MING'S STRUCTURAL COMPONENTS AFFECTS➢ BY MLA, JJ AND GRANnY LOADS ), 10244 East Colonial Drive, Suite 202 , Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 [ Certifcate of Authorization No. 25873 L L4 11/Oj.,t6 w,