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Home My WebLink About7796 Davie Ray Drr It It 99 2447 3EFB-ROBIE" V Q�y�G� k" �S G �0�� HOMES .<.e.,?000 12602 TELECOM [:>FtIVE, TAMPA, FL 33637 Q� T4&1= (813) 740-9720 Fax: (813) 740-9715 *STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . BUILDING CODE, McgM MAL, ABV, ABOVE LAV. LAVATORY DATE DESCRD'TION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 SM EDLM (SID17) •ALL 1=6 AHD STATE CODES •OCCUPANCY - RESIDENTIAL GROUP R3 •CONSTRUCTION TYPE - VB •9N. INTERIOR F[N[SH - CLASS B -BASIC WIND SPEED - Vult=180 MPEI Vasa=124 NPR •EXP03[HiS - C •1-STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL ND ASTATE CODES A/C AIRCONDITIONING LUM. ALT. AADLTTEERNAM M.C.F AMP. AMPERAGE MIN. BD. BGARD M.T. CL CENTERLINE MTD. CAB,CABINET MTL. CLG. CEILING N.T.S. CLR CLEAR G.C. CT. CARPET a PL CPT. CARPET P.B. C.T. CERAMICTILE PH. D. DRYER PLY. DEL. DOUBLE PLYWD. D.C. DUAL GLAZED PR DU. DIAMETER P.T. DIM. DIMENSION R. DISP. DISPOSAL BAD. DP. DEEP SEE DR DOOR REF. D.S. DOWNSPOUT RM. DTI. DETAIL R.O. D.W. DISHWASHER S.C. EA. EACH S.D. ELEV. ELEVATION S.H. EQ. EQUAL SHT. EXH. EXHAUST SHTHG. EXT. EXTERIOR SHWIL F.GIFX. FIXED GLASS SBd. F.G. FUEL GAS SL. PIN. FINISH SL.GL. FLR FLOOR STD. FR DR. FFRENCHSDOOR CENT SWS FTG. FOOTING TEMP. GA. GAUGE THK. GARDISP. GARBAGE DISPOSAL T.O.C. G.F.I. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.G.S. GL. GLASS LASETYP. GYP'BD. GYPSUM BOARD U.N.O.OESS H.B. OS HDR HEADER COS V.P. W/ NSSUL. OR HT INSULATION WD. TNT. INTERIOR WDW. W.I. LUMINOUS MAANNIUFACr� R MINIMUM METAL THRESHOLD MOUNTED METAL ON CENTER ON CENTER PROPERTY YLINE PUSHBUTTON PHONE PLATE PLYWOOD PAR PRESSURE TREATED RISER RADIUS REFRIGERATOR RETURNARGRILL ROOM ROUGH OPENING SOW)COREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDINGGLASS STANDARD SECTION ALL TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TGP°"SLAB TYPICAL NOTED THERLEPG VAPOR PROOF WITH WOOD WINDOW WATER HEATER. WROUGHT IRON 0a108/11 -STORY BLOCK CONVERSION ARCHITECTURAL SHEET DESCRIPTION 01A6� BID SET ISSUED PG CS -COVER PAGE PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AIA-DETAILS PG A2-SECOND FLOOR PLAN PG A3H-FRONT & REAR ELEVATION "H" PG A4H LEFT &RIGHT ELEVATION "H PG EI-FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL PG WAi-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA8-WALL ASSEMBLY DETAILS 0Vn1IE 2011 FBC UPDATE w2Aa STONE ELEVATIONS ADDED 02/8A8 BID SET RE-I86LED � FOOTINGREVISIONPERM.DOMES OSM/8 INCORPORATE I -JOIST DETAILS 4 FRAMING PLANS PER M. BOUES C1/Q/IS CON8TRI1CTk7N DOCU'IErITB RE -ISSUED OS/2" BOLLARD DETAIL REVISED omits DETAIL- 'ADOMG BAR To BOND BEAM' ADDED TO 612A • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: 407 774-6078 ( ) Fax: (407) 774-4078 02ADAS ASS IO'S ADDED TO FRAMNG SHEET SQ.FT� CALC. S 0296AS PLAN MANTENAW-E 010IM REVISED LINTEL SIZE • ENTRY IST FIR LIVING 1048 SQ. FT. 2NDFLRLIVING I399 eGFT. TOTAL LIVING 2441 SQ FT. GARAGE 403 Ga FT. ENTRY 32 Sa FT. TOTAL 2882 Sa FT SM PATIO SO $0. FT' 0446AS UPDATED LEDGER BOLT SIZE 4SPACING 06AUID ADDED LED LIGHTS • KITCHEN 4 BATHRO" PER MARK DOVES M41AS REVISED I•JDler LAYOUT 031M LEDGER BOLT SPACING REVISED IMAS ADDED SOP LAYaff WrAI9 ADDED OP L W-0' CEILING HEIGHT OUO M REPLACE UEP CONN?CTORS IUTH SA'A'SON CONNECTORS STRUCTURAL SHEET # DESCRIPTION Si -FOUNDATION PLAN PG SS.lA-DETAILS PG S1.1B-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES pp PG S2.IA-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3-FIRST FLOOR FRAMING PLAN IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3. -DETAILS PG 53.IB-DETAILS PG S4-SECOND FLOOR DECK PLAN PG 34.1A-DETAILS CLARIFICATION. PG S4.2-SECOND FLOOR DOWEL PLAN AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S8-ROOF FRAMING PLAN PG SB.IA-DETAILS RESPONSIBILITY FOR INTERPRETATIONS OF PG SNI-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003325 5 - � aulmm 8. X"O; ABBOTT LOT #11 BLK #10 041 1. 00— 1101 IM:G17EIs 3EFB "2447— ROBIE" GA]RAGM eMxG: RIGHT PAGE: COVER SHEET 60 MPH EXP. DAA E: 03/13/20 MSCAXJC:1/4" = 1'-0" 83 EET cs GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBOR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. WILE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'%s 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. 5. THE ARCHTTECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 1. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5l 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF Y- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBWiO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3, CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH W AMAFLEK 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FBW U 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. FW4: RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 112' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. d N. RONALD REAGAN BI LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngrouRoOm AA #: 0003325 g b aXMDIV. as LOT ABBOTT PARK LOT #11 BLK #10 PROJECT# 418 .0 0-1 01 MODEIa 3EFB "2447- ROBIE" GARAGE aMUM: RIGHT PAGE: GENERAL NOTES 60 MPH EXR 2, D � 03/13/20 8CALE:1/4' = 1'-0' GREET 164 GN 9 I It DDL. TOP PLATE A i<1 ,BAR DETAIL BCALE:IR'.I' 3/4' TNG SUB ROOK GLUED 4 61:410Um PER FASTW R SC44UX @ — 9'-4 3/4' 2ND FIN. FLR 1- 8'-0' 5W' HST. PRE-0410 PLOORM SYSTEM (BEE MC OR FRAMMG 6FlET) --� PIREST'OPPMG SMALL OE V2' GYP. METALLED M CONCEALED BOARD — SPACES BETWJW STAIR ST111114SKM AT LEAST ONCE N THE MIDDLE OF EACH RN AT TM TOP AND BOTTOM AND BETU MN STUDS -ENCLOSED ALONG MG INLME WTN ADJACEW RN OP STAIRS OP THE ACCE881BLE RN PER PBCR 201L iTH EDITION SPACE UNDER R302J1 MATERIAL FOR STAIRS SHALL FIRSBLOCKM SHALL C WOR'T HAVE WALLS. TO P SCR 20n. 6TH EDITION R302JU UNDER STAIR SIAIWACE AND ANY SOP PITS PROTECTED ON THE ENCLOSED SIDE UNTH 1,12' GYP8U'I BOARDS STAIR DATA: ISR • �52' 14 TREADS i 10.. 1' N081NG (2J LATEIM OP 3/4' PLYUWPOD OR (2) LA= OF 3/4' SUB OR FLO MATERIAL RIPS FOR SOLID MAIL MG CONTNUOUS MA40RAIL \ I � W4' KICK PLATE 10, MIN. \ I' MAX. NOSING 2 � a DRAFT N wTOFTG \ J 2TRNGERSP S 2 X 4 RE-R'!OIlGINGGE• EA. 2 X 12 STRINR so .. UWd 61-8' O.C. - 0'-0' FIN. FLR FOCR R302.T SRIGERS TO CQR'I IOTO PISM 6TH EDITION (20n) MM. TREAD.10' MAX RISER.T 3/4. 3AW MAX VARIATION M R 166RSRREADB ADJACENT TO EACH OTHER 3/6' MAX. VARIATION M ANY RtlSERRRBAD HANDRAIL CIRCULAR CR06b SECTION PIA TO BE I V4' «114. OR PROVIDE EOLIVALENT GRA6PABILITY W AIRS- MN. W AIDE • NARROW END KK U' UPTN • O' Re01'7 NARROW END 3W MM. HANDRAIL HST. STAIR SECTION B BCALE. 1/2*-1'-0' HE CLEAR SPACE BN III= I i/y' III —THE HANDRAIL AND THE14E WALL ALL MIN. SHALL ISE NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER F5CR R311.'18.2 W/ 2X4 RE-INFORCING NOTE: HANDRAIL ENDS SHALL 5E RETURNED TO THE WALL OR TERMINATE INTO A NEWEL \ POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1}'s 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 114'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 FOUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH 5ARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.0.1 / F.B.C. 2011 �ANDRAIL SECTION 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 wwwAbdosigngroup.com AA S: 0003325 SIC a MOM ABBBOTT LOT #11 BLK #10 P1tOJ.CTp 4181. 0-1 101 MODEIA 3EFB "2447-ROBIE" GARAGE SVfMC: RIGHT PAGE: FLOOR PLAN DETAILS 60 MPH EXP. b DATE 03/13/20 DCAXX:I/4" 1'-0' a>KEET A1A T 21'-4- 51-0. Kl: o o #3 t4 MMAIA.. :! , ,mmll Fl 1\\\-AIR WANDLER ON METAL STAND Wt PAN o BELOW owms sum V-01 CL& X. 0 UXXXXX, Cew 1 a, KXUX "M V-III [2 12'.4' 2SI-al SECOND FLOOR PLAN GCALE: 1/4 - V-0* lUl N , RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdeslgngroup.com L AA 0: 0003326 me Is I? BtMDM ae X1071 ABBOTT LOT#1RK 1 BLK #101 PIROJZCT# 04181.000-11101 MODRIZA 3EFB "2447—ROBIE" GARAGE 8WING: RIGHT PAGE: SECOND FLOOR PLAN 60 MPH EXP. A. 22 Rm"j: f'p2AUTNFT. 0 3 / 13 / 2 O� I 9CALIC:1/4' = 1--o- I I w*Ec= A2 r ti III 12 SHINGLE ROOF _ I1'-4. 2ND FLR,, BRG. TFIG FYPON BKTIIXIl OR EOJJIVALENT 9'-4 3/4' 2ND N, pLR� FI-- 8'-0' IST FLR BRG. 4' RAISED BAND ITTPJ v ao 4' RAISED BAND fTYPJ � 0'-0' FIN. FLR LINE TO ISE FRONT ELEVATION SCALE, 1/4 P I'-0' TEXTURED FINISH ]1'-4' 2ND FLR.J, BRG. HGT. /-23'-11' .1 1 -m• , —4' RAISED BAND (TYP.) 8' RAISED BAND -S'-4 3/4' 2ND 'FIN. FLR -S'-0' IST FLR IBRG. HGT. r9COACH LIGHT b' RAISED BAND ITYPJ AREAOFATTIC = 1451 SO. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1451/300 = 4.94 VENTILATION AREA X SQ. INCHES PER FT.(144) 696A8 SQ, IN. PAN. REQUIREDVENTILATION = .5X 696.48 IN UPPER PORTION OF ATTIC - 34&24 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. FERVENT 34&24 /138 TOTAL# OF VENTS REQUIRED = 3.02817 TOTAL# OF VENTS PROVIDED = 4 -AREA OF ATTIC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG (E)ITERIOROF WAL1TO EXTERIOROF WALL, NOOVERHANGS INCLUDED Iq' THICK, 2 GOAT C IMIENT FIN. FLR PLANTER APPLIED ,�0'-0' y— DIRECTLY TO MASONRY 4'x4' "V. •L'-TYPE PLANING SET N ROOPNG OE'ENT ROERGLAS6 SINGLH6 OVER 90 pEL 7XN SYP PT LEDGER ILV PAPER ON VIN' 0".. NEATHNG oR 1/l'xa' THREADED ROD 32' 112' COX PLYYA?OD SECURED PER OG. / W 41N N' OP EACH NAILNG END MAX SET INOPPSON 2ASIPPQ61 MOM NIGH STRU IGTM ocroxT- PLR (PER SLEW - — - - LU62N 2xN SYP RAKERS OR PRE-EIG9 TRUES (PER BLEW ROOF SLOPE PER ELEVAT 060 SeATIua GLOW To BE aaKAI#lD TO CHANNEL FOR 60FMT 2X6 M MIDER6 av ad NAILS 3' o.D.PERIMETER LU67N 1: Y-4' TO LEDGER AND (2) I6d'6 TO 2.6 JOMT 2xa Wm PT LEDGER VVY I12W TWRCADED ROD 32' OD. I IUTNN a' OP EACH END MAX SET N 6R7P60N WOW GTREIGW EXPOW 6- MIN EElQD. DETAIL IT'-4. 2ND FLR q)OVERHANG WALE. 1/2 - I'-0' _m• � HGr. 8� ENGINEERED WOOD TRANS, • 24' O.C. iv A iv SUBMIT NIOP DRAUNtlN SEALED MY PROFESNCNAL ENGNEER FOR MY19W 9'-4 3/4' 2ND J, ^' 9'-4 3/4' 2ND AND COM'EMS FIN. FLR- ---- ----------- ------ - FIN. FLR, PLYWOOD NIEATiIMG SEE W-0' IST FLR.r, ,L8'-0' IST FLR STRUOTURAL B _ _ _—,� HGT 7�1Q pLR BRG, HpT. ,� _—_ _ �PERm �— ROOPNG AND R.ASNNG W DRIP TRUN NIRAFN MO ANSiIIRI EDGE PER MNR! WNtlRANTCE R9 N71RICn#!IL 11111ca IIMEI�RS WRAP FASCIA WITH BREAK METAL NRNC� MEAM m a0 bd, 2x6 WOOD FASCIA !EE STPIUOTU RAL POR FASTENERS m S VEITCD SCRIT PER ATTIC C41IS V2' THICK 2 COAT CEMENT PLATER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR _ _ _ _ _ _ _ - _ _ _ _ - _ _ - _ ,�0'-0-0' F� RAISED TIM't FOR ELEVATIONS 2ND FILMWNDOYI PER PLAN RAKE SOFFIT DETAIL B REAR ELEVATION WALE. 1/2.1'-0' TEXTURED FINISH 1441 N, RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com ` AA M: 0003325 J [ I Ii oil Wamll IIN �Q . ggTga� gig% aUDDIV. ae LOT ABBOTT PARK LOT #11 BLK #10 PROJECT# 04181.000-11101 MODEI,e 3EFB "2447— ROBIE" GAR/1.GE SWUM: RIGHT PAGE: FRONT & REAR ELEVATION "H" 60 MPH EXP. t v i 4 I � OFF RIDGE VENT B T7F°. 11'-4' 2ND FLR 2ND FLR BRG. I-GT. — - — - — - — - — - BRG. %T. v --12 f 9'-4 3/4' 2Np 8 ,t9'-4 3/4' 2ND FIN. FLR --------T2---------------- '----------------------- - FIN. FLR 81-0' 15T FLR 8'-O' 1ST FLR BRG. HGT,-------- ------------------------------------------ 55*. HGT. I LIEiD ie �9 .9 0'-0' FIN. FLR m'-0' FIN. FLR- LEFT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH 12 OFF RIDGE S VENT OFF RIDGE 9 VENT TYP. I''-4' 2ND PLRA ,SIT-4' 2ND FLR. 8�---- ------------- BRCs. NGT. T. S'-4 3/4' 2NDr, 9'-4 3/4' 2ND Fir---- ------'------------------------------------- —�Z------------' FI'—LR. 18T FLRl, 8'•0' IST FLR B� - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - B FIGTHGT '-0 MAR 0'-0' FIN. FLR, ,�0'-0' FIN. FLR RIGHT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AA 8: 0003326 _ J 6 SVHDiv. to LOT. ABBOTT LOT #11 BLK #10 PIROJMCT# 4181. 00-11101 MODsrj 3EFB "2447- ROBIE" GA %AGZ SWING: RIGHT PAGE: RIGHT & LEFT ELEVATION "H" 60 MPH EXP. ]DA Z-: 03/13/20 8CALE:1/e BIi C= A4H i i I ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e Mov OUTLET 20 Alr 61ma j POLE IIOV OUTLET 110V OUTLET 17 OF OUTLET MUD TOaWT04 —LQ or] WV OUTLET �� 6X~ M FAL'L IOSMTAM 7YF7/ 220V OUTLET M WRIE caNaNRtcYION III GPI ma T�pQ' OUTLET FAULT Nt� SWTCH BWITCW !-WAY OFFER W4 SWTCH 4411AAY OFFER U" MOUNTED CEILNG LIGHT © LED CLG UG04T LED VAPOR ©VP PROOF LWHT @VP VAPOR PROOF LIWT OQ mmoom CAN evow FAN I CRT PER S6 A. VO4T. FAN D6LIOHT I---- v FlxtLaRe rSFEC! TBD BT ® AW14P -m"RA (RECESSED) ~ LI, (SURFACE I'NTJ I. PUJOPNNCNW 4' RUORRCONT 4' TRAOIC LOW 0 PANEL gb METER mr," orwrom EL ( WALL MAW RMIDQ�OR ®e/Co c'woETECTaR corao 04ALL ITS A DISTANCE FRNOT LESS Tlil 4' 4 EN- FROM WALL FTBDANT LIGHT r f� NATURAL GN ► Mom -cm JACK wH WAR— E,S•R,2 Ea!sA�44ea1rONu FER TNNNCN JAM QLNG BOX JO TO at NPF'OIUED N ACCORDANCE IN EON J.BOX AS SUCH FOR TA'Ba SUPPORTED N CEILNa FANA.tlMT ACCODDANCE Wr BOX MAPPED AS 0104 FOR 24• Ncaoucart Epps Low STRIP Aaoana 36' PDANONBCIW LIGNT 41w nnn`n�nnnn 48' 1CANOBSCWT LOW STRIP ROOD I.IaNT lo- OPTSECURITYIGTYPAD • PA FUM1-BUTTON I'OR aN'ES um FORT • LOCATION OF TV JACM 4 F44" OUTLETS 4 PAIN TO BE VERRED a WOFAOW@S FIE-C"Tptb TION FEE • ALL 0 4 20 AMP BRANCH CIItlUI & TO BE ARC PA2LT PRDTCC7� PER ELECTRICAL PROVEN" OF mCd E72Ir+aN r243nJ 4 NEG aldan 2d" EDITION. �( • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GN a ISLAND (NOT ON KITCHEN CISCUIT) • DIGHIMA&M DISCONNECT TO 0E LOCKOW N PANEL • BATNR OCIM 064YMT PAN TO NAVE MN. cARAWY OF s0 cRT ►4TEM IITTIW PETS R.E&INCIAL PRONSIOW OF SECTION MB01J �JL41-EQIffif.QB01 • LAUNDRY MOCFI IRClPTAQE WALL BE GROUND FAULT ON=-WRIOW R PROTECTION FOR PERSONNEL ON ' SMALL = NON METALLIC CABLE PER ELECTRICAL PROVWIONS OF MCM &TN m r2A MI • ALL UNM TO COPPLY WITH ELECTIBCAL PROVISIONS OF THE FBCR ATY m [2g71 • ALL LaNrs S14LLL ME eBEG1ED EIDL77E! AND F., ImaIfty ON 0114" PATIO GPI � BMM#2 PRE -WIRED �\ CLCa FAN PRE -WIRED CLG FAN \J ROOM yr- / cT�E HOOD WIRE W/ LCO / OUTLET FOR FUTURE MICRO. TLET OF FOR DW L --f L / I I 1 - - � • 1 DMG 3� I i L - ROOM GFI r TCH M l y CABINET N2CM .B.FOR �- I - PAN. DOOR GFI B - — 44' AFF. O \ 2ND FL 1 ' � GARAGE BOLLARD AS REa-/ CODE PER BLOC. CODE / --r(KEYLESS FIXTURE WI a r y O. GFI IRRICsATION GARAGE OUTLET • r DOOR 48' AFF. PREWIRE Bmy __------------- 1 -- N\ r BHT METER FIELD VERIFY LOC. FIRST FLOOR ELECTRICAL PLAN SCALE: V4 • I'-0' ALL 5RA1CH CIRCUITS REGUIRED N NE.C. 21032 ARE TO BE Pf�TECTED 5Y AN ARC -FAULT MTERIIUF'TER LISTED TO PROVIDE PROTECTION OF BITM 5111A404 CIRCUIT W P Panel MAIN - A PANEL: B/16 wpCrt breaker VOLTAGE: 120/240V-1Ph MAN: 150 Amp M.C.B FEEDER 3-i1 CU IHM a 1-a6 Cu (G) In 1 10 C. OR 3S200AL THWN S 1- 46 Cu (G) In 1 10 C. w1r• Pa• INR m wm 0"'" 110-1 wm I D••Oa m owPa• W"n2 1 ?0 EHMorRs %DFIN. 1.1 2 sm- n2 2 R N,la•Il4n Pump +000 3 a e2w Arc c.u: + N 2 nD sm. 1 7 e PANEL -A PANEL: 42 cR breaker VOLTAGE: 120/240V-1Ph MAIN: 150Amp M.L.O. FEEDER 3 S7 Cu THWN A 1- a6 Cu (G) In 1 1R' C. OR 34210 AL THWN 6 1-06 Cu (G) In 1 11Y C. wla Pa• aRc a wm C1ww1 Onmin wm p•v1 eon Blv Pa• Wk4 012 1 A am IOW 1 2 400o RwiP W 2 0 a12 1 20 Nluaw•I14lo3 DFI fAW 3 4 .2 1 20 8m•R AWN— 1600 6 6 4app W4brRr[e 25 2 .0 a12 1 A R a /600 r e a12 1 20 ONN •dw AFq 1a10 4 W IMO D IDFI 20 1 n2 n2 1 A Ba3 OFIRK •dM +300 11 12 IOM D%W—W! 20 1 n2 a12 1 F fHNll Oidn AFCI im 13 14 WO O'• OFI w 2 n0 n1 1 16 K!•Mn, Udno Roost Pwby Lwd• AFq m 16 14 8 17 +a 110) W4•k4r OFl 20 1 n2 nd 1 fs 804 qO MCI a6p 10 20 IW0 Duo DFI 70 1 02 n2 1 20 atlRLBNk RAFCI S. '. 2I 22 1. 16Ynb LhiPs AFCI M 1 n2 n2 1 I e•d 4lM a L•un A q 1m0 A 24 wo Own4fc mcl 15 1 M4 26 n WO Ow B• —AFq 15 1 n4 n ze 19m i 4wnaa••IR 20 1 02 s a 20 w a 31 w B a b ai 31 3e a 8 A >0 a R 2 36 Aml r 6 aVAa MM 3623 3N 41 40 42 L••d 4u Mto 6meM hcN c•kuMa•/IN• twoo 2MM L•Mc t•eYnrndl4ctar nkdabn•Itla attor akrulatlona: ASSREVULTONS: APO: ARCFAULTq URNTERR ONR NC: NOKCONCDBR LOAD WI: OfO FAULT NMRRUPTER T4ltl lad•uN4nmdPnrM aaw 49900 RW100W0 41W% loop RP •wN a40% 13D20 Ta W A/C lad 11265 LOAD CALCULATION N BASED ON A/C NONLOINCIDENT LOAD TOW CaacM Lad YI.44 36066 Tu1M /21pwt• 14a2 GonorM LIaMtMa S R4aaOtft Load Tao AM 6 FW 2447 OP-'Un ARK3W/S R. 7341 IFHLN 1 ffi65W,11 Kat 100% 65 raW OPel41 u A Rw 7406 Ckts# --loch Tomlwaas 0•nea u. 6 Rs R•.,a A 8 9 7406 / \ I 2 I L I I � I LED LIGHTING fa? SINGLE LAV. BATHrl PROVIDE 37/0 CU. TWM 4 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN 4 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE B0 AMP DIECCNPECT SWITCH AND 120/240 VOLT GrENERAL NOTESr M ELECTRIC METER IN I PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR &tH PANEL EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 60A aP B. ALL CONDUCTORS SHALL BE TYPE THHN/THM UNLESS NOTED OTHERWISE. POUER COMPA TRANSFORMER d PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY. ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-1/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 12/0 ALUMM" (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOU) VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EGUIPMENT MAR 2 1 114 CU SERVICE CvROUND CONNECTED TO CONCRETE ENCASED ROOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR &U-1 EDITION (2011). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA A 0003325 Q susDm a rroT ABBBOTT LOT #11 BLK #10 PROJECTp 411.0 -11101 112447— ROBIENR GARAGE SWING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 60 MPH EXP. RbtAC A. AB0004AM L AR NO 93M I ECAIM:1/,r QIiEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e GMv OVILET 2e AMP MOLE F"A WV OUTLET MOv OUTLET In Mr MILE? upw ro MMTrMN OR MOV OUTLET rn flefle ,AMp IRMM?AMT TTPU M22CV CUTLET (4) MM QO #MCnQi W' ON DR. IW TMwP Mr cumv al w MILT M!R•Et1fR MATCH MATCH 3-tAAY OPER MATCH 4-WAY OPER WALL MOUNT® ' V LOW CEILNM L104T © LED CL OS LIGHT LEO VAPOR ©Np PROQ LIGHT O Vp VAPOR PRIMP LIGHT OO R[MEMMEc cm eVMT. PAN 10" PER sa rT. vat WAJMHr I Cm r MG. FT. v RXn/E l.PeM.,.I er 400 R'�� 7•EULO elU1P '"0" lMUI� MNTJ ] 2' PLUMP04m ENT 4FLuoplobcow •-� C1 21 4' iRAf9C LIGHT O PAMEL g& METER OSD. woom oernew" WALL M0"M e e MMMKe pETlCTMR �.DpMMlCW" MHALL l A DISTANCE OF IIDi LEN 111W 41 M"ww LIGHT Ili W NA71RLL OM omm jY TEAPWOM JACK MM4 WATM ATM p ocoomw ro K eu2YAMM ANt Room Ma AM MN AnAlm- FQTv MWMSMN JACK w JO J-am ro M MM9'W MM oxN APOWAAS0Mye MARaO MIrA4 FOR C 1LM 1'AN&KW M M 004-Om EO N ACCOMANL7 cv sox MAN= AS 6" FOR �nnn 24' 04CANDISCar LIGHT GTW nnc W NCA'CEMC'R LOW MTRP w' MANDEGGINT LIGHT STRT TEMPO- L— p. MPr. Mecwurr WaTPAO • Ps. M04-MAWN MR cw m Usm row • LOCATION Q TV JACXM . PHONE OUTLEM 4 PANS TO OE VOWED • NOMEOAIERmryPRE-4CNN14CTION • A! 20 AMP ERANCH COW MM TO Eg ARC FAULT PROTECTED PER ELECTRICAL PROVISI" Or MM trH eOmON . 21p12 2e14 ITICK • m M C DEDICATED 4 - IS 4 Kn=4T "wUlT i ILOOK) • GPI • ISLAND OMIT CNECr • TO LOOKOUT N PANEL TO • MN. cAPACITT OF r FAN ro 4A CA MATM OM 04"TOMIOMKAN Be60 GTM INTER'II ECTFI Opm b" pp"TTE PER ELEC7IECAL PRDVIMlO)M OF LAUNCH reu Pnr" AOMJ am , s EE GROIMO • LAIMCIMT ROQ1 RlCd'TACLE WOO, MALT EIOMIPrER PIMDIEOTION role RL OTIO PEPOON ON p som pIN • MOM MTMOD� Be NON METALLIC CAMA PER ELECTIe1O.AL PRONMION6 01'erJe ATLI Eo t24TM1 • ALL IIIOIeC TO CGr1PLT' ATT4 ELEOTIMOAL PROWMIQtl Q TW 1'ecle ana ao f2lMi • ALL I_ T MNALL eE e�ecTeO er e.Nw ANo 'IK a LIIdHrNs MMT eE BlMT MwIOWa? TYPE PER SECOND FLOOR ELECTRICAL PLAN SCALE. 1/4 . I'-0' ------ I I I e I � I II L I \ 1 LED LIGHTING C� DBL. LAV. OUNER'S BATH LED LIGHTING @ DBL. LAV. BATH 3 1441 N. RONALD REAGAN St LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-7744078 www.abd"gngmup.com L AA #: 0003325 0 �a BUDDIV. Ae I.OT ABpB4OTT LOT #11 BLK #10 PROJIGCT/L 4181.000-1 101 MODZU 3EFB "2447-ROBIE" GARAGE 8WING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. DAM 03/13/20 ECAIa:114' - t-0' EiIEET E2 �t FIRST FLOOR PLUMBING PLAN SCALE, 1/4 • 1'-0' SECOND FLOOR PLUMBING PLAN SCALE. 1/4 • P-0' PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngtoup.com AA N: 0003325 �a atmvly. se LoT: ABBOTT LOT #11 BLK #10 P1loimcT* 41 0-11101 moDm 3EFB "2447- ROBIE" OA AGE 9VnNCl. RIGHT PALM: PLUMBING PLANS 60 MPH EXP. MAR LFM'A 02 DA AR No Qol23 fO w 03/13/20 CAL. .1/4' = 1'-01 lfZZT Pl If t HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL ISE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB i MASTIC. AND INSTALLED AS PER PBC 6TH EDITION (2011) MECHANICAL BLDG, CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NF'A WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, 614ALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 6. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MP& RECOMMENDATIONS AND RIC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE' ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC vc i61— O O - EXTERIOR WALL PLEA y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION N".2A HVAC DRAINS SCORIATED NICKEL /—FIN. FLOOR BRONZE PL. PL. / OR WALL BRASS PLUG "'�--FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //-- WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.VJC OPTIMPEC I�FOORSLAB CLEAN -OUT (TY) LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN RCEILING EXHAUST FAN s LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON W15 ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 'HSXI 1/4' GMT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CO. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYP FIRST FLOOR MECHANICAL PLAN �E, IN • 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774-SOTS FAX: 407-7744078 www.abdosigngroup.com AA 8: OD03328 J 1 r 5 O QL �lu o sUBDIV 8s LOT ABBOTT LOT #11 BLK #10 PROJECT/ 418 .0 —11101 MODELS 3EFB "2447- ROBIE" GARAGE OWING: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. nwq.E: 03/13/20 ISCAIX:1/4• = 1'-0' SHEET M1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. " 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED ALAS SHALL BE CONSTRICTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER PBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. PM044 AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, @HALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (20n) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. $. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALL$ SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH POP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE" SUPPLY TRUNK BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OW O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL FREE DRAW AIR HANDLER CLOSET W/LOUVEREO DOOR SUPPLIED BY BUILDER SECOND FLOOR MECHANICAL PLAN SCALE. 1/4 " 1'-0* 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL32750 PH; 407-774-6078 FAK 407-7744078 www.abdasigngroup.com AA N: 0003325 C W ABBOTT LOT #11 BLK #10 PROJIcCT#► 4181. 0-1 101 MODs11 3EFB "2447—ROBIE" OA tAaa 811INO: RIGHT PAGZ: SECOND FLOOR MECHANICAL PLAN 60 MPH EXP. DA�l'>c: 03/13. BCA=:1/4" = 1'-0" spxmw M2 r 2X4 TOP PLATE PLAN PRE -FAD TPLA6 1/2CLG. BOARD 1/2' DRYWALL — SECURE BT. — PLATE TO GLAD W/ IOd MASONRY NAIL • 32' O.C. MAX a-®' FIN FLR. 2x4 WOOD STUDS •24' or_ SLAB NU I t: 71 UP0 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (a:)TYP. INT. WALL ( NON- BRG. ) D1 SCALE: 3/4'•I'-O' FIBERGLASS SHINGLES - OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWDJ.1 ON J' OAJS. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT VI' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM /S' GYPGIJI'1 BOAR OR 1/2. NIGH STRENGTH CLG. BOAR SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL 4",v. PER ELEVATION TYR O.N. R-4.1 INSULATION —� /////�----�----WINDOW ATTACHMENT �AS PER MANUFACTURES SPECIFICATIONS I REFERENCE STRUCTURAL Ix2 P.T. FURRING—� STRIPS • 24' O.C. 6' cm 1/2' GYP. W-. BD.--------- WOOD BASE --� FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb.IJ ON I}' Ob.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 40 UAL ■N roe •M LOW -sa I 2-S GAS LINE THRU BLOCK FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSOS.IJ ON I' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE I'-O' TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE•ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IW Twim 2 COAT - I'ORRAD Cwlw RASMIR M"LOD DIR1x:TLY M MA60w 0 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'.1'-O' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS-1 STIFFBACK AT ALL U PER STRUCTURAL DI PRE-ENG WD. TOM CONT. 2x RAT RUN SECURED PER-// STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ,. PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOAR R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS ,Ix2 P.T. FURRING- STRPS • 24' Or- 1/2' GYP. ILL. BD. - WOOD BASE — *VM oaow CPU m D TO FILL pm k RX,L 1ioD FIBERGLASS SHINGLES OVER OW FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rwan ON I}' OAJ5. SHEATHING OR � COX PLYWOOD SECURED PER O, FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.W. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED �-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 0'-®' FIN. FLR� — _ J� 0-0' FIN. FLR O'-O' FM. FLR � _ ®'-O' FMR . FL n 6. CMU a. a n W/ WINDOW OPENING B TYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE; NO OPENING PER SECTION 905.1.1 - FOR ROOF SLOPES A.12 TO LESS THAN 4:12, A 4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 Wes' 3/4.r-V' IS REGuRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 r5-�1-STORY GABLE BLOCK WALL D1 SCALE, 3/4'.1'-& 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngmup.eom AA A: 0003325 C • W C aUHDM Se 7A7': ABBOTT LOT #11 BLK #10 P1 o"=T* 418 . 00- 1101 MODsIU 3EFB "2447- ROBIE" GARAGE EWING: RIGHT PAGE: DETAIL 60 MPH EXP. rr✓i� FIBERGLASS SHINGLES FIDERGLASS SHINGLES OVER FELT PAPER OVER W FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION RWSJJ PER SECTION RWDJJ 1.441 N. RONALD REAGAN SLVD ON &' CAB. SHEATHING ON I}' O.S.B. SHEATHING LONGWOOD, FL 32750 PH: 407-7746078 OR;' COX SE PLYUIPER OR �• CDX PLYWOOD FAX:407-7744078 SECURED PER SECURED PER www.abdoslgngroup.00m FASTENER SCHEDULE FASTENER SCHEDULE AA#:0003328 PRE-ENG WD. ER PRE-ENG LLD.. R LE ATI 24. O.G MAX 24O.C. MAX METAL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED IOV1, 80FFIT TYP. ( V ON METAL DRIP EDGE DATT INSULATION REFER TO ENERGY CALCS FOR VALUES 2x FASCIA PER D/W GYPSUM BOARD ELEVATIONS OR 1/2' HIGH STRENGTH P. CLG. BOARD VENTED LEA DATT INSULATION REFER TO ENERGY CALCS FOR VALUES DM' GYPSUM BOARD OR 1/2' HIGH STRENGTH CL6. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT IX2 FIRE -STOP 87RUGTURAL -4.1 INSUL. REFERENCE STRUCTURAL 4.1 MSUL. a I ( w J I W. WWW I a 1 WINDOW ATTACHMENT W w I AS PER E MANUFACTURES w • x` SPECIFICATIONS E STRUCTURAL 3/4' T 4 G SUBFLOOR 3/4' T • G SUBFLOOR GLUED AND NAILED AS PER NAILING I/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED Ir P w GLUED AND NAILED 1/2' THICK 2 COAT AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED _ F 4 SCHEDULE iA DIRECTLY TO MASONRY w M DIRECTLY TO MASONRY R m m m R D<2 FIFE -STOP SEE STRUCTURAL L NATION IX2 FIRE -STOP SEE STRUCTURAL LEVATION R LEVATION R LEV TION D/S' GYPSUM BOARD D/S' GYPSUM BOARD OR 1/2• HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD R -- CLG.BOARD IX2 FIRE -STOP fIE-- LEEV� IX2 FIRE -STOP R-4.1INSUL. R-4.1INSUL. I ( I ( W W W W WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PENCE STRUCTURAL 1/2' THICK 2 COAT 1/2' THICK 2 COAT { PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PORTLAND CEMENT Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' O,C. PLASTER R APPLIED DITO STRIPS • 24' O.C. MASONRY S' CMU MASONRY D' CMU auDDIV So IAT: ABBOTT PARK LOT #11 BLK #10 PROJECTip 4 81.00 —11101 MODaZA 3EFB "2447- ROBIE" OARAQZ BWDfG: RIGHT PAGZ. DETAILS 60 MPH EXP. 1/2' GYP. QL. BD. in, GYP. WL. BD. M WOOD BASE IX2 FIRE -STOP WOOD BASE APCHRE IX2 FIRE -STOP tl. tl L E WE N'1 L a .a A d AR NO n W/ WINDOW OPENINGTHOUT WINDOW OPENING DA 03/13/20, SCAM i/4• = P-o' 2-STORY FIRST FLOOR BLOCK aHEET SECOND FLOOR BLOCK D 2 SCALE: 3/4••1'-& SECURE 2X4OL ON FLAT TOeuc W/ CUT NAILS. e10ft 2N6 GAPL4M DOOR BUCK Wv (S) ® )F)W A -BOLTS 4' O'EEDMNif MIN. W/ i''Xl(t UI4SFER NUT XN SPACED .U" liAND PLOOR TO riARA6:E DOOR FOR SI JOINTS PRIOR TO FILLM 1-2XII, PT BLOCK • CENTER OF B DOOR FIAOER UY(i)JFXS' J-BOLTS 4' EIEEDMENT W/ 2W)W WASHER AND NUT. ® NOTES. AL L BE IN ACCORD TO MNNtACTIWERy INSTALLATION INSTI=TIOM WHM SUCH TNSTNICTIONS AM MIORE STRINGENT T BUCAGE DOOR K ATTACHMENT 4GL4 vr.r.r C IU DRYWALL W OR PX2' P.T. NAILER a SECURE THRU m4mif 4 EXTEND I Y4 INTO BLOOK W/ Vs' TAPCONS (MIN. SHANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING I DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +3/4 OR +b/4 Rn=W TO BLOCK +3 4 0 +6 4 `� SCALE: hI.T.S. 2X4:m SECURE TO BLOCK W/ Tl(s' TAPCONS OR (MIN, SHANK SIZE .14E MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 is' O.C. MAX SPACING. 2Xb:m SECURE TO BLOCK W/2-W6' TAPCONBIMIN. SHANK SIZE 14E MIN. HEAD SIZE 300 MR EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 8' CMU Is O.C. MAX SPACING. )j' DRYWALL 2X8:m I'X4' OR I'X2" P.T. NAILER SECURE TO BLOCK UU/2-i(s' GIBING TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4J ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WS' OC MAX SPACING. 2X4= SECURE TO BLOCK W/ INs' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14-) WITHIN 8' OF EACH EN . 18' Or- MAX BPACMG. . NOTE: STRUCTURAL 2X 2X6m MUST BE ON OUTSIDE 4 SECURED THROWN SECURES TO BLOCK W/2-Yo' NON.STRUCTURALTAPCON TAPCCN MIN. (MIN. SHANK SIZE .145 EMBEDMENT T I iBEDINTO BLOCK MIN. HEAD SIZE 300 8' cm MR EMBEDMENT I Y4) W DRYWALL WITHIN. W OF EACH END 4 IV O.C. MAX SPACING, 'X4' OR I'X2' P.T. NAILER 2X&m a SEA�STO BLOCK W/2_%' 7(s' OJ3JS. X 4' MIN. (MIN. SHANK SIZE J45 DOOR CASING MIN' HE'D SIZE -400 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IV O.G. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)4") DOOR JAMB TO BLOCK +1-15 if irl IIDIDOR TO BLACK +1-15/ 8 " SCALE) RT . 2X4:m SECURE TO BLOCK W/ Ilb' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROWN SECURE TO BLOCK W/2-%' NON-STRUCTURAL Ills' TAPCONS TAPCON MIN. I -A' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 MIN EMBEDMENT 149 S. ChAJ WITHIN8' OF EACH END 4 ii' DRYWALL MAX BPAC IVO)C. MG. 2X8m PX4' OR I'X2' P.T. NAILER SECURE TO BLOCK WR-I)(r.' OOR CASING TAPCONB (MIN SHANK SIZE .145 MR HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y49--ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IV Or- MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY4) DOOR JAMB 70 BLACK +1-1 2" DOOR JAMB TO BLOCK +2 ��4" n TIDJDOT TO BLACK +1-1 WINDOW TO BLACK +2 1/4" `",SCALE: KTA. U Cam: R . 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X 18' O.C. MAX SPACING MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE BLOCK W/2-41(r'TAPCON NON-STRUCTURAL Ilb' TAPOONSO MR I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MR EMBEDMENTI149 1rh'DRYWALL WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. 4' OR I'X2' P.T. NAILER 2XS4 F SECURE TO BLOCK W/2-v%*' TAPCONS DOOR CASING (MIN. SHANK SIZE J4E MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. MOIb 4NM YNmMalnpwmj {tms MOrmcmw) DOOR JAMB TO BLACK +3" /E TIINDOII TO E. N.T . BLACK +3" 2X4= SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4'J WITHIN 8. OF EACH END 4 NOTE. STRUCTURAL 2X IV O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROWN SECURE TO BLOCK W/2-Vo- NON-STRUCTURAL IN.' TAPCCNS(MIN. SHANK SIZE. TAPCON MIN. I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y49 8• C"IJ WITHIN 8' OF EACH END 4 Jj• DRYWALL 18' O.C. MAX SPACING 2XIS m I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%• 2X SECURE TO TAPCONS(MK SHANK SIZE STRUCTURAL MEMBER .145 W/12)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.G. MAX MIN. EMBEDMENT I Y4) CASING WITHIN 8. OF EACH END 4 DOOR JAMB OR WINDOW W O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +3" F SCALE. RTA TO BLOCK +3" 2X4= SEOJRE TO BLOCK WN4 TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN 8. OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2Xb:Tae NON-STRUCTURAL Ills' SECURE TO BLOCK W/1-1/4' TAPCON MIN. I Y4 TAPGONS(MIR SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 3" , CMU MIN. EMBEDMENT 1 Y49 1f' DRYWALL WITHIN W OF EACH END 4 18' O.G. MAX SPACING. X4' OR I X2' P.T. NAILER 2X8m a SECURE TO BLOCK W/1-1/4' 7(4' O.S.D. X W MIN. TAPCONS (MIN. SHANK SIZE .14b DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) DOOR JAMB OR WINDOW WITHIN8' OP EACH END 4 ATTACH TO 2X PER 16' O.C. MAX SPACING. MANUFACTURES DETAILS. WMM A4M TOrues,Y f MOT X') DOOR JAMB TO BLACK +3-7/IB' in1 IIDiDOR TO BLACK +3-7/IS" E: N.TS. 2X4= SECURE TO BLOCK W414' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) WITHIN S' OF EACH END 1 NOTE: STRUCTURAL 2X IS' OG. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK WA-1/4- NON-STRUCTURAL • TAPG0N9 TAPCON MIN. 144 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4'J 8' CM WITHIN 8' OF EACH END 4 V DRYWALL 18' O.G. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X8,m SECURE TO BLOCK W(I.1/4• ' P.T. X W MIN. TAPCONS CASM (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAGH TO 2X PER IV O.C. MAX SPACING MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3 3/4' n 11DUDOR TO BLACK +3 3/4" as ALE: N.T. . 1441 N. RONALD REAOAN 81 LONGWOOD, FL 32750 PH: 407-774807E FAX: 407-774-4078 www.abdoslgngroup.com L AA#:000332E tt 6 � q OCTHDIV. de ILOM ABBOTT L0 #11 BLK #10 PIROJIECT# 18 .000-11101 MODNIA 3EFB "2447- ROBIE" GAP -#.GE OWING: RIGHT PAGE: DETAILS 60 MPH EXP. DA 03/13/20 OCALM I/4" = 1'-0" atI>ca-r D3 MIAR 2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - - - - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.30 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 fL18644.2 MI WINDOWS &DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS &DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL15332 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS &DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCE CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU OCT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 30/13/2020 FL 10477.R7 DAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 DAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 DAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 DAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/08/20 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32160 PH: 407-7748078 FAX:407-7744078 www.abdesigngroupcom AA #: 0003326 J 11 1 li 4 5 - � �e aysan+ ae LOT. ABBOTT LOT #ll BLK 10 PDIOJ>BCT# 8 . llcoaJlua 3EFB "2447- ROBIE" awawala swJNa: RIGHT >tA0les PRODUCT APPROVAL LISTING 60 MPH EXP.L AR NO a �ieeAe, aw ' 03/13/20 /CAL1Qs 1/4" 1'-0" S7i>0>QT D4 APPROVED DUILDN6 U.RAP SMALL M LAPPED A MMMM OP 4W' SELP-ADMERMD MEMBRANE 6 '� 6- • VERTICAL LAP& (ROLL PLASMIN6 (CCMPATIDLE UY HOWlE 4- ENDS) A 6' • WMZCNTAL LAP& LATH VERTICAL LAP TO DE 1' UUIIAP MATERIAL) OVER ALL SSAMFORT( NEED TO WfYTAM0 PLAGWM TOTO APPROYM � PpATO PIPE � alp WTH FOItI'IDER 6HEATNtP OR LESS PIPE `` 6.6' SEL►-ADOSRING MEMBRANE PIorOR'ED CONTROL JONT r TACK f COAT CE EMPE�TR'P'TIAe PLASNIN6 (CQTATIDLE W/ IIOIkEPLANOE Q COPRPOOL JOINTS T PLASTER : ? 6�ADME1 ldMATERI�a) OVER •DE WRED TIED TO LATH • S' U M LAYER •2. FORTWIOER PL4SHI IS OVER APPROVED O.C.MAX (VERTA NQSL DO DUILDN& PAPER r nM LAP . nr\HOUSE NOT FASTEN COWTItOL JOSrt TO :i > rO oc:�n ONTO PIPS 1441 N. RONALD RFAGAN BLVD WALL EVEN P 6110 ExRT& .• LONGWOOD, FL32780 DEYOND EXCEPT STAPLE& IW APPROVED METAL LATH y W LES MAY USEROL D TO TE'7'. PAAS (VE TJ O.C. MAxSECUIRE T SLIPPOMX X X I PH: 40T-T748078 OUIUIPGt INSTALLATION — — — — CUT AND OVERLAP CHE 61DE OF wWw abdofsigng�7 om USE, LAYER -1, 6ELP-AD4ERN6 P9EMIDRAlE PASTENER& TO BE SPACE STUCCO ~ FETAL LATH RA�SHM CUT AND OVERLAP CIE SIDE CP AA #: 0003326 • T' OG. MAX VERTICALLY I SELP-AWIERWN6 MEMBRANE WOOD SHEATHING -L j' THICK 9 COAT CEMENT STEP h W-Lri—Zi FLAGWM I qj�LA WtD LAYER &T)CCO URAP I PLASTER UM LAYER 9, STUCCO IUlAP - ... • :n.., A .:S.r._ , .C. : ^. , . Ss" METAL LATH UURS LAYCR -2, PORTIPID[R TGl FRORTIPIEER/ WPM LAYER 4, PORTPIDER 9UWNG PAPER LA TH MAI. 6'.V SELF-APHERINS MEMBRANE 61UCC0 WW FLASMUIG OVER 4W' 4W' I INSTALL PADTENER& (CLIPS, FLASH016 OVER API• 00VW oy�ro LATH SMALL NOT WDOD SFEATHNO 6TRAP6• STAPLES) AS Wom WtAP• TO EXTENo Tm M 0"INIA" r• ro P• ✓ ro s• I REQUIRED TO 6ECUI! R-A6HNa X PIPE TWOO" C 24TIFOL JOUdTS DUt SHALL �I E/ PIPWRE TO PRAMNG 4W'SELP-APHIRRINIS MEMBRANE PLASHN6 OVER APPROVED DE STOPPED AND TIED AT EACH SIDE. PER A&TM CW63 P PK7VVE 2X4 SILOCKM r nM uTw ■ FLIiNMYi 70 EXTIND ONTO PIPE 1.IOJA PLACED RAT MAX. 6' TO V AlL•LAP MW CONTROL JOINT WHEN ro*\RAP-ER LAP V CONT. MAP OF SEALANT PAIST"M FOR "TN TO EE NAILS OR CONTROL JONT PALLS ON ,i eTtlJCTJRAL STUD SCALE, I IR'.r-o' NSTALL APPROVED MCUINURAP AIR _ STAPLES IN COMPLIANCE V A67M CW6S NMLTRATCN DARRIER OVER 2. UURE TES TO M (NO. 10) OA415' URS / SHEATHSUti TO WALL 6SSHOM MAY ME IN TID6 REQUIRED PER PLANEDIT TO \ ELASTO ERIC COATM OVER 6TUCCO/ C.V. FNMM (SEE TYP WALL SECTCPU 1 I II' I VERTICAL LATH I & PAPER DETAIL \ / WOOD 6TU06SECTION PER SECTION RM.T PJSlfler IYIIYIo eM oleleertla NOTE, SHEATHING Ext.W we of p.eend --d peeler SIDE LAPS CP FETAL *-fl omnpr vAm me eWtNon PLASTER DAMS SMALL r vmmw" of ASTM C 926-12A. D TO RtAmm � PAPER v nei (net bti. of eata W I.Ihhv eW f—kV O"M" TYPE CONTROL JOINT THEY SMALL DE TIED elwll vnm im LAP ASTM c 106312A. AA WUT� 1S M9) 6TJCC0 ! UURE At INTERVALS NOT s• LM . PAPER 6 MORE THA11 S' (22%-hMA o AS PER ASTM C1063 (�i L•�' •rt• �z LFCW ISIAM•R•• 111 3A PIPE PENETRATION DETAIL (FRAME) _ U. etmAr • n. s P0.c R7R REPAIR OP TEARS HORIZONTAL LATH N.T.S. IN WPM LAYERS, TEARS DETAIL MAY IxPATCHED & PAPER DETAIL UYNOU&E WRAP TAPE PER M~ SPED oft POLc PEEL A STICK 4 O OLIoLc AYARJ . ® L Pcao wwo . Pr. • WOOD SHEATHING OR CMU PI • 2•pt. e " WR5 LAYER 61, ' Oo°E • m• 6 a OPRAM • Pr. e s STUCCO WRAP (FRAME ONLY) a GPLW . Pr. o 4 POLO PI.O oVEe Pt. ;V • TILL PT. C Touem" t 20"CM M.ANaE THICK, 3 COAT CEMENT ® µ PLASTER (FRAME), 2 COAT LEGEND ti. CEMENT PLASTER (CM U) to METAL LATH (FRAME ONLY) • o.,L, a LAP WR5 4 TAPE OVER DRAINAGE PLANE (WR5 •Tr aRono "Mt TWIT ROOF/WALL SCREED LAYER 01, STUCCO WRAP) �'TFNCICU COAT C®'ENT ? 5'X5' 'L' TYPE CONTINUOUS AL FLASHIWs UJRB LAYER *2 CFORTIFIBER — — • — — Caraff— — TEPRMRR(CPW QAT z (NAIL TO TROOF DECK, NOT aaWAPlRfNBUILDING PAPER) I11tD LAYER a- F MI U '� WALL SHEATHING) EWLDN6 eM'[ wn m LAYER% c+ CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X y 6T== URAPamm ONLY, INSTALL WITH ROOF CEMENT otmDrv. ME Lo'r: ABBOTT PRK L0# # 11 BLK #10 PROJL'CTp 04 8 .000-11101 MCIDZ r: 3EFB "2447—ROBIE" GARAGR 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. LAP uYUwe Q SULOMS V~ OWN WM.w PLAT" W.W- �OL STUCCO T� f mew" .6WALLFLA«.e. I ROOF CEMENT � ROOFPER ELEVATIONS WOOD SHEATHING 20 2 SELF-ADHESIVE FLASHING — — — — —MAR \ NOTE: METAL LATH: LATH TO BE PER SECTION a M No W723 � WTle TlellT PEAL rE.d oR R703.7.1 / 45TM C-847-09, MIN, 2.5 LBS. PRINT NWSchm14T"°'""' PER 90. YARD (UTILITY OR NOMINAL SCADATM- 4' = 1'20 61,1111•TMM°• VOKI&VOCALLY FASCIA P"'"''°"MW ), :>, L FLASHING LATH DOES NOT MEET SPECIFICATIONS) SPMMT 5 N.T.S. W A 1 SACKER ROD BACKER ROD WRB LAYER M, Snv-r'n uNtAp INSTALL b' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF T1 E EXHAUST. SE.. m+vs OF FLASHING TO BE. 1. BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO SE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALROLND� YW CAULKING. • JOINT PER SECTION R703.7 EAwW 10ing end Wade m Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926.12A. Installation of exterior lathing and framing shall comply with ASTM C 1063.12A. `— HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH UPS LAYER 4, FORTIFIBER BUILDING PAPER WOOD BREATHING DRYER VENT (FRAME) Wood — CON =TICK WOOD SHEATWING WRS LAYER -1, STUCCO WRAP WPM LAYER 4, FORTIFIBER BUILDING PAPER 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYNG Z FLANNMG Slow VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE METAL LATH: LATH TO BE PER SECTION R'1031.I / ASTM C-641-0S, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH V SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK FLA A VENT PENETRATION SCALE: N.T.S. ELEC. METE! VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER 3 COAT CEMENT 7e' TO 7a' MID -WALL WEEP SCREED mob' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) GUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP ELEC. METER FIELD BELOW VERIFY LOCATION CUT SUCH TWAAM NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FA EDGE AND ONE (1)LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES APPLY E-Z BEAC OVER i0 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION SHEATHING LAYER 12, FORTIFISER BUILDING PAPER FETAL LATH COWTRLICTWOM ]ON .Y�1MISH •TEX ED FASTEN TO WOOD STRJCTURAL MEMBER • 1' O.C. MAX e' CMU y WEEP BWOMREED L £] a. MASONRY BEFORE APPLYING (�74HORIZQNTAL WEEP SCREED (FRAME TO BLOCKI STEP #1 STEP #5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD RFAGAN BLVD LONGWOOD,FL32750 PH: 407-7744078 FAX 407-774-4078 wwwAbdesigngroup.com AA 0: 0003325 BUDDIV. & LOT ABBOTT PARK LOT #11 BLK #10 [PROJWT# 04 81 000-11101 UCDZIU 3EFB "2447-ROBIE" OARAOS SVnNO: RIGHT PADS: WALL ASSEMBLY DETAILS 60 MPH EXP. 4 F03/13/20:1/4* . 1'-0.A2 WOOD SHEATHING' WOOD CONSTRJCTION 'r IY1 HAT CHANNEL Uvw TYPE 'X. DRYWALL WOOD 614EATWNG WEB LAYER RAP 9, STUCCO W i' THICK 3 COAT CEMENT PLASTER WED LAYER 9, 67UCW WRAP WEB LAYER 4, FORTIFIBER BUILDING PAPER I' THICK, 3 COAT CEMENT PLASTER 6' OAF. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN w9me nMa 6' SELF-ADHEREMG PLAS14MG WRAPPED • TOP OF WEEP SCREED TO 814EATHW BELOW WEB LAYER 9, STUCCO WRAP ' WEB LAYER 7, FORTIF m ; BUILDING PAPER ^" WEB LATER •; >-.:.,; .- `.: �-f— 6' SELING F-ADHEREING 9, / FLASHWRAPPED P � jv J • CORNER OF CANTILEVER ST LA WRA 4' POSITIVE DRAM AMICO AM6&-WFWC-1SA CUSTOM CASING BEAD �2 W�P SCREED NO GAP IN FIELD (SHORN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL. ® CANT. SCALE. 1 IR' • I' -JD' NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.11 / ASTM C-84i-09, MIN. 2.5 L55. PER 60. YARD (UTILITY OR NOMINAL LATH QOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION UEAT14ER RESISTIVE BARRIER 9 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL IF-1 BARRIER n �- J' THICK 3 COAT CEMENT PLASTER METAL LATH S/6' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH J' THICK 3 COAT CEMENT (2) 2xl2 HEADER PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRJGITON WEATHER F E616TIVE BARRIER 9 WEATHER RESISTIVE BARRIER °I VINYL CASING BEAD i' THICK 3 COAT CEMENT PLASTER 5/6' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH }' THICK 3 COAT CEMENT HEADER/DEAM PLASTER @ RIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRU68 WEATHER RESISTIVE - EARRIER'1 WEATHER RESISTIVE - BARRIER 'Q J'THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 'EXTERIOR GRADE DRY WALL fiRAb R3 COAT C L NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 0 CANTILEVER DRIP EDGE 100w I DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO -ADHESIVE FLASHING — — — — — FINISH LAYER (2 LAYER PEEL 1 STICK) 6' PEEL 4 STICK E DRIP EDGE TO DECK I JYXI V P.T. OR SIMJLA WOOD (TREX) FILLER CONTINJOUS WATER PROOFING lot ' \ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK—\ CONTINUOUS A, GAP FOR BACKE/ ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT 14AT CHANNEL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD —� 3' X 3. 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANTjjj' MIN. SPACE FROM DRIP FACE TO TREX Y4 GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE °q BARRIER 02 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET M FULL BED OF LD SEALANT, J6' MIN. SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL I STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE616TIVE BARRIER 9 (SHOWN FOR CLARIFICATION OF SEPARATE ACCE660RIE6 ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2x FRAMING MEMBER I' THICK, 3 COAT CEMENT PLASTER 2 V2' CORNER BEAD FASTENED TO SHEATHING to '1' O.G. MAX. r N WRB LAYER 01, STUCCO WRAP .5 WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER (14A CORNER BEAD ® FRAME _k 2 1/2' ' CORNER BEAD (FASTENER 4 SPACING 0 1' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ONLY) 14B CORNER BEAD ® BLOCK V GAP FOR BACKEF ROD 4 SEALANT — VINYL CASING BEAD WATER PROOFING lot. LAYER (2 LAYER PEI t STICK) LUMN SHEATHING ATTER RESISTIVE IRRIER 9 \\ A7FEm RESISTIVE IRRIER -2 SAP. \ EEL 4 STIFKw I N X 3' 26 GA GAL V. METAL DRIP EDGE SET N FULL BED OF SEALANT, V MN. SPACE FROM DRIP PACE TO TREX WEATHER RE0,16TIVE BARRIER 9 WEATHER RESISTIVE BARRIER 4 EXTERIOR COLUMN ° COLUMN SHEATHING \ PEEL 4 STI ® FLOOR is I J¢'XI V P.T. OR SIMULAT[D WOOD (TREX) FILLER CONTINUOUS Y4' GAP FOR SEALANT OPT. BACKER ROD. MODIFIED � 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD SM' TYPE 'X' DRYWALL W/TEXTURED � PANTED FINISH PI �Ab� 9 COAT CEMENt / 6' OAF. OfiN31' 'W FLAGNMG FULLY EMDEDDED IN ROOF CEMENT I JIV X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)&' MR SPACE FROM DRIP WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER j' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING VINTL cola.ER BEAD / (SHOWN FOR CLARIFICATION OF B VINYL CASING EAD J SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION (9)COLUMN /W/"T" PT AQT-TTATt--N WOOD SHEATHING WRI5 LAYER 9, i STUCCO WRAP ' I WRB LAYER 02, FORTIFIBER :1 BUILDING PAPER METAL LATH 'a THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING s FLASHING DRIP CAP a �I WINDOW FLANGE WRB L sTuccq w WRB LAYS BUILDING METAL LA d' THICK PLASTER &'SELF-,4 FLASHINC DRIP C< WINDOW 15B CASING BEAD 0 WINDOW ( FRAME, NO BAND) WOOD SHEATHIWx WRB LAYER h, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH LODE D J' THICK, 3 COAT CEMENT FOR PLASTER 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdeslgngroup.com AA N: 0003325 0 4 av'3 ae for ABpB, O TT LOT #11 BLK #10 PROJSCT/I 04181.0 0-11 01 MODEI4 3I "2447-ROBIE" awRwaa swinTJz: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. 2 Rum Dw 03/13/20 aCALE:1/4' = 1'-0" e>Haa'r WA3 01 WOOD SHEATHING —\ WRB LAYER ry, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER —� METAL LATH i' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER N, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFISER BUILDING PAPER METAL LATH THICK 3 COAT CEMENT PLASTER VSELF-ADHERING FLASHING DRIP CAP --- WINDOW FLANGE CASING BEAD (P WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED —� CASING BEAD VINYL CASING BEAD Y: GAP TYP ■' THICK 3 COAT CEMENT CASING BEAD PLASTER ik TRIM MEMBER TO TRIM METAL LATH * STUCCO TO BIDING TRANSITION 5UI LDI ASHEAT�FIII�IFIDER EIIM LAY PAPER SIDING 7 WOOD SHEATHING M, \ \ WRB LAYER 01, P \ STUCCO WRAP \— CASING BEAD h' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 ��lnAO) wow TRACTION Ilk= SNEATIHIM WEATIMt RleiSTIVE ArABAIMWER �SISTIVE i/ 1�4 �1 y�� slum W N[RN5 WlixlllVE.e / eR.-ADNERNG s \ j ePWelenvE DAMSTARTER / \� PARR �SISTIVE STRIP OR SSRNb 1615im AOMM _ CALM METAL GALv'D METAL � � Z' R.ASNN6 'r PLASNNG UpIOOD TOM M r ER / x* TIE 1 \ ` / OR APPROVED SEALANT \_ ' SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R1O3.1.1 / ASTM C-841-05, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER "I, °=Y*c T T ION STUCCO WRAP - ,� W�TF ISM ER �SISTNE - WRB LAYER 02, FORTIF15ER ADSxIAleslom BUILDING PAPER IMN6- METAL LATH STARTER STRIP— (EXPLODED J" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD @ RAISED S17A�� BAND (FRAME) SCALE: 1 1/2'=11-0' Iu�`iMMs MEMlowR lAIA6'.F'"A LE PVC BACKER ROD) CD'o+r PLnCOATR / WEATHER RESISTIVE) . S ARRMER -1 AILAT EiR RESISTIVE BARRIER 4 SIDING TO STUCCO `-u—TFERRESISTIVE DAM ® FRAME TO FRAMEON -2 19 TRANSITION d' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ,( WRB LAYER R, FORTIF15ER BUILDING PAPER / E-Z BEAD VINYL CASING (WIV FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER V SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING—` MEMBER1/\ DETAIL BELOW EXPLODED FOR CLARITY LLEATNER RESISTIVE DARIMER -1 TO LAP OF IrN.RA� TOP 01112 \ —TwTNEIDAMON �lSISTIVE `�-WEATHER RESISTIVE BARRIER a UNA ER I,EslsTflrE C•2 �m VMYL Cd �B�`nelcER�ie vei � Y4' GAP TYP THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH 1 11 WRB LAYER 02, FORTIF15ER i BUILDING PAPER WINDOW FRAME ; WOOD SHEATHING i 1 1 I 1 I 1 WRB LAYER "I, 1 STUCCO WRAP 1 I V WIDE PEEL 4 STICK i OVER FLANGE WINDOW FLANGE 1 1 1 E-Z BEAD VINYL CASING 2X FRAMING (w1%, FLEXIBLE PVC BACKER ROD) I MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP -------------------------------------------------------- -------------------------------------- ' r�EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com AA S: 0003325 r tu 0 L aUB30M ee LOT. ABBOTT PARK LOT #11 BLK #10 PROJECT# 0 81.000-11101 MOIDZ a 3EFB "2447-ROBIE" GARAGE DTIMO: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. 4 D � 03/13/20 8CALE:114' = 1'-0' aFIEET WA4 I 1 I \\� 1 - 2x6 SUB-BANb W/1'x4' NOTCH - END, WRAPPED IN V PEEL 4 STICK DRIP EDGE �\ I 1/8' TEXTURED I \ \ FINISH ® WOOD \\ 1 11/8 1 1/2' TEXTURED i \\ \\ I FINISH * CMU / \\ \\\\ I • METAL FASCIA WRAP i6' FROM \\ • \------- -------------- -------- -- STUCCO, I' FROM \ WOOD WALL \ is EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ®ELEVATION ®FLAN A 1/0, TEXTURED FINISH • WOOD, IF2' TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATI-IMG x x x x x x-z, OR Cm x x x x x WRB LAYER "I, x STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x — WRB LAYER -2, FORTIFIBER x x x x x x x x x x x x BUILDING PAPER (FRAME ONLY) x x x x x x X X X X X x X FRAME OR CMU 4X6 SUB BAND �� T X X% X x x x x x X X%% X% X x x x x x J FELT PAPER DRIP EDGE X x X X x x x X X x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT ©FLAN ONLY FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) ` DRIP EDGE, 1' OFF WALL (NOT INTO STUCCO) H/8' TEXTURED FINISH a )WOOD, 1/2' TEXTURED FINISH ® CMU / 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND WN%'x4' NOTCH ® END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL .3• x X X x " x x x x4'. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x X % X X X X X % X X % J x x x x x x x x x x x x x x x x x x x x x x x x x x x x fL x x x x x .. .. SUB BAND DETAIL ® WALL W/KICK- OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY �ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/l5'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003325 f rz E<L713DIV. ae LOT. ABBOTT L0 #11 BLK #10 PROJECT# 04 1.000- 1101 MODEIs 3EFB "2447-ROBIE" CARACE OWING: RIGHT PACE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. 29'-8" TE-1 — — — — � 25'-2" 3'-8' '-0 I ' � 4" CONC. � TOP OF 4 eo •; I w a SLAB I' u1 SLAB m r> Q FM-iIF-24x24 TEXTEND 1x1181'- ��]F SLAB 1 1/2" iiIiiI 13 II 3'-2" I i ii CW-12x12 J�LL 15'-8".1 13'-8" i i 11 w 4" PVC CHASE F* TOP FF� TOO 1 SLAB ELEC. CONDUIT N I FOR KITCHEN LL Lu r; 5' ISLAND ( 1. 14'-9' 81-5. 2'-4" i i 4'-2.1 LL W UP TO 2ND FLOOR I io 4 u�Oi (FIELD VERIFY ' EXACT LOCATION) I e 1.1 4'-2" 12'-0" 13'-6" 11 F-24X241 EXTEND 1.1 F-24X'2-4 J--- SLAB 1 112' _ _ iN N _ CW 1-12 J $5,/2 I I �I � I 11 3•-0. . 1 9 NI ICI I I . -0" 13'-4" o ILL I I _ $31/2 rol N b " ) m I EXTEND SLAB 1 112" ) Lp LL 1 1 u ) U IL) I,—FM-1 1 i -� J `N ) 2 14 1.1 $-7 to J 6'-4"` 3'4" FM-16x18 FM-12x18 M Y T1'-4" 7'-0" 1'-a" 2'-O 16'-0" TZ-o. 9'-8" 20'-0" 29'-8" FOUNDATION PLAN SCALE: 1/4 = 1'-0' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, OINDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14, VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, USING: Fm = 1.500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" W O/C MAX. SEE PLAN FOR W M SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Bth EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS Bx6 W 1..1.4 OVER GENERAL 3 112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG tr' CONTINUOUS 16, - (2)#5's (+)0'-0" 16" CONTINUOUS 18" - s (+ ^-0^ jFMC-i6xl8 16" CONTINUOUS 18" - s VARIES 12" SEE PLAN 12, - s - + 12" SEE PLAN 12" - s VARIES 12" SEE PLAN 8" - s _ (+)0'-0"za' 24^ 1r' TE-7 8" SEE PLAN 8" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwAbdesigngmup.00m L AA 0: 0003325 k6 O [PROJECT# tmDIV. a LOT ABBOTT LOT #11 BLK #10 04181.0 0— 1101 MODELo 3EFB "2447- ROBIE" GAtsAGE SWWO: RIGHT PAGE: FOUNDATION PLAN 60 MPH EXP. 24 8CALs:1/4' = 1'-0' 8*1E T sl 30" MIN. EACH WAY MONOLITHIC FOOTING " Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED v •- CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND>. s v SPACING REQUIREMENTS SPACING REQUIREMENTS ° yCL Q W U W '�.. ° GARAGE DOOR Lu RECESS mU �a K Q .:11.' r FM ta/1 Z O 8" CMU WALL 8" CMU WALL Z I` > ..°I I • f N RNER BEARS, WITH SAME SIZLEG EACH E AS BAR COO W W 8+ W= +- 0'- " d (/JAI/ o/� WAY AT ALL CHANGES IN DIRECTIONS w TOP OF SLAB TOP OF SLAB I SO THAT THE STEEL REINF. IS CONTINUOUS •� ° MATCH AMOUNT OF CONTINUOUS BARS I °I' CURB FOR - VARIES MASONRY a° EXT. PORCH SLAB ^ •. SEE SLAB SCHEDULE BAR SRE 48 BAR DIA. -4' CHAMFER (1STORY) EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE TELL ` o. CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET �Lp. AT ELEV: WI 12" ISOLATION _ JOINT (WHERE • 8" CHAMFER (2STORY 18" 24" 4' CHAMFER (I -STORY) 12" ISOLATION 6"CHAMFER (2-STORY) ° pip - • APPLICABLE) Z SEE SCHEDULE 30" JOINT JOINT (WHERE APPLICABLE) -. EE SCHEDULE 'i a_ WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING � FOR WxD, BAR SIZE � 38„ g FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO NT 42„ N EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=7'-0" CORNER BARS DETAIL OPENING: @ GARAGE G)p— 3l4"=1'-0" LAPOOR TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 1 NAILS, 2-ROWS, 4" or, BTM, VERIFY HEIGHT ,COMMON NAILS, 2-ROWS, 4" OlC BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WI PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W 2z4 OR 216 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED WO a I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE j y NEW REINF. BAR SPACING. SINGLE BTM. PLATE i/2'k8" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. W/FLANGE 0 BASE O � SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE OBL. TOP PLATE SECURE ST. PLATE TO IL EPDXY. MIN. EMBED PLATE EPDXY 5-W" EMBED. MIN. 0 16" OC SLAB WI10d MASONRY q 5 8", LINO SIMPSON SPH4 OR SPH6 MAX NAIL 16" O/C STAGGERED. in ¢ ❑ FOLLOW ALL MANF. BTM AND TOP PLATE ADDITIONAL METAL = K SPECIFICATIONS FOR Vi ANCHORS W! 10d z 1 ill" CONNECTORS NOT SCURE FLANGE TO = USE AND COMMON NAILS FILL ALL REQUIRED WHEN NO LAB Wl(4) 1/4" X 21/4" TAPCONS F- PREPARATION OF 41 HOLES, DO NOT USE tOd W to UPLIFT IS PRESENT. W ILSE Z w HOLE. x 3" SEE SLAB SCHEDULE 0: SEE SLAB SCHEDULE Q QQ- TOP OF SLAB .. , ° TOP OF SLAB C' 4" CHAMFER(1STORY) 6" CHAMFER (2-STORY) - EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION 7 SCALE:34"=7'-0" (W/UPLIFT) SCALE:34"=1'(M' (NO UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ tSd COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W! PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE Q a BTM. PLATE TO BE PT. PROVIDE DBL, TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL qg 16" O/C STAGGERED.. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO K N UPLIFT IS PRESENT. O 8" CMU WALL POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) OF SLAB2X SEE SLAB SCHEDULETOP WALL FRAMING IGROUTED +- 0 SEE SLAB SCHEDULE 12" DIA. SIMPSON STB2 BOLTS 5" TOP OF SLAB Z i MINIMUM EMBEDMENT INTO a• "ISOLATED"COLUMN PAD CELL, 4" FROM ENDS AND • �D CENTERED UNDER WALL AND d a i6"O.C. VERTICALLY MAX T�= POURED MONOUTHCALLY WITH _ FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE ..T FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO scAiE:aa'=r-0' (NO UPLIFT) FOOTING AND COL. PAD 10 BLOCK WALL CONNECTION SCALE:3/4"=l'-0" 11 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngmup.com L AA N: 0003325 filliml z I ' va 5- aUDDIV. ae LOT: ABBOTT LOT #11 BLK #10 PROJECT* 41 00-1 101 MODEL1 3EFB "2447—ROBIE" GARAGE EWING- RIGHT PAGE: DETAILS 60 MPH EXP. PRINT 707' DAM 03/13/20 OCAL C:1/4" = 1'-0" skmzT S1.1A STEEL REINFORCING IN GROUTED i CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 1,'0EAD W/ i"NOSE i 4 z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS O > 8"CMU WALL - PAVERS #4 REBAR (TYP.) 8" CMU WALL TOP OF S -'- TOP OF S K SEE SLAB SCHEDULEHAMEIRS OR pC SEE SLAB SCHEDULE :. r,.. �.. o Z w0 ° . 4a.o-o" •. .. TOPOF SLAB ° • N �'� .°• SEE SCHEDULE FOR WxD, BAR SIZE AND w w ?;; LuEESCHEDULE • s", BAR QUANTITYuj b • + �:..°' m a EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE --'� FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL tl 2 3 4 AT ALL PAVER AREAS SCALE: tYt"=1'fi' SCALE: tYl"=1'-0" SCALE: 3l4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48' ---�� AND NAIL W! 16d COMMON VERIFY HEIEI HEIGHT NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD OF WALL PLAN Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND WALL W/ SY2 STUDS SEE SPACING REQUIREMENTS PLANS FOR SPACING. S SINGLE SECURE BT. PLATE TO SLAB W/ BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE 1/2"xg" WEDGE ANCHOR W! 2" U WASHER SET IN HIGH STRENGTH EPDXY S1/2"EMBED. MIN. @ 16' K N Z B' CMU WALL SIMPSON SPH4 OR SPH6 OC MAX, BTM AND TOP PLATE 0 ANCHORS W/ 1Od x 1 112" ,Q +• 0'-0' *- 0'-0" COMMON NAILS FILL ALL TOP OF SLAB -a' TOP OF SLAB HOLES, DO NOT USE IOd , x 3" SEE SLAB SCHEDULE +- 0'-0" EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (1STORY) BAR DIA. w > ih a ° - �„ TOP OF SLAB °' W/ 1/2" ISOLATION ^ 6" CHAMFER (2STORY)24 18" U0 ° JOINT (WHERE . APPLICABLE) Z MATCH STEEL 30" n#747' ° • ° -• SEE SCHEDULE 6" PVC CHASE THRU FOOTING � REINFORCEMENT PER SCHEDULE 6" PVC CHASE THRU FOOTING FQR WXD, BAR SIZE MATCH STEEL AND BAR QUANTITY SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE INTERIOR FOUNDATION WOOD WALL THRU FOOTING C c V SCALE: 3/4"=r'-0" (W/ UPLIFT) SCALE: 3l4"=1'-fT 144i N. RONALD REAGAN BL LONGWOOD, FL327W PH: 407-774 45078 FAX 407-7744078 www.abdosipgroup.com L AA M: 0003325 4 SUDDIV. & LlOT ABBOTT B°K #10 PRojmcT# 18 .0 0- 1 0 MODELa 3EFB "2447-ROBIE" GARAGE swurc: RIGHT PAOL': DEPAILS 60 MPH EXP. Dw03/13/20 BCAM 1/4" 1'-0' szim= S1.1B 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PN: 407-7746078 FAX 407-774.4078 www.abdoeigngroup.com AA N: 0003325 I g h stMDIV. ac X.0 ABBBOTT LOT #11 BLK #10 PItOd6CT# 04 8 .000-11101 MODsia 3EFB "2447— ROBIE" OAitAaa SwIIdd: RIGHT PA6a: FIRST FLOOR DOWEL PLAN 60 MPH EXP. FIRST FLOOR DOWEL PLAN SCALE: 1/4 = 1'-X TIE VERTICAL REBAR Ho TO HORIZATt IL R0 WI10"HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. Z a G �� T� TO HORIZONTAL REBAR WI 10° HOOK g a a. [y GROUTED BOND BEAM — VARIES PER ELEV. Z 5 'a ❑ ❑ #8 BARS 10" HOOK 1 c M ri B, . G E . • f • J IMo O CLEAN OUT REQUIRED ❑z ZOu 1-0„ .�:: - _�•—�� •�.4.• .4 ° —� �! FOR INSPECTION • K m a v 0'-0" FIN. FLR. O •a TIE ERTICAL REBAR a TO HORIZONTAL .�� ■ REBAR W/10"HOOK BAR SIZE 48 BAR DIA. 1 -0 Z O #3 24" #5 31. CMU UNIT DIMENSIONS m ARE NOMINAL SIZES METHOD CONTINUOUS BAR SIZE 488AR DIA. HORIZONTAUVERTICAL #8 W.OFFSET #T 42" HORIZONTAUVERTICAL METHOD #4 #4 24' #5 30° $MASONRY SYMBOLS * 3 SCALE: 3/4,v_o,' REINFORCING %1 L REINFORCING SCALE: 314"=1'-0° #s 36" #7 4r � SCALE: 3/4"=1'-0" ww ❑ U 2 NEW REINF. BAR � � SECURED W12- PART a a EPDXY. MIN. EMBED I g 8", UNO = Q FOLLOW ALL M.F. SPECIFICATIONS FOR 2 Q� USE AND PREPARATION OF Z w t HOLE. n •en Q. STEEL REINF, OF BOND.BEAM ADDING BAR TO BOND BEAM 4 SCALE: 314"=1'A" NEAR 1441 N. RONALD REAGAN 8L LONGWOOD,FL32150 PH: 407-77448078 FAX: 407-774.4078 www.abdesigngroup.eom L AA #: 0003325 fH � gii j Is Qp 4 auaD:v Se LiOT: ABBOTT L O #11 BLK #10 PROJECT* 04181.000-11101 MODZIa 3EFB "2447—ROBIE" GARAGE 81WMG: RIGHT PAGE: DETAILS 60 MPH EXP. Cl FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 718" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE SIZEMARK DEPT(oN REMARK 1Q (2) 2X8 BEAM SCHEDULE EZZEM INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION rc (psi), SIZE REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BBt MASONRY 3000 Bx78 (1)#5 (1)#5 NIA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)i75 NIA GROUTED SOLID CB1 CONCRETE 3000 Bx31 (2)#5 (2)#5 #3 8"O.C. GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL B" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH Ma IAA MID "124" rotate pram 8PI&le WAN ew043 eFa4 ~11 WAI'm sA era4e Spam pain TYPE LENGTH SUS � ROMU TYPE LENGTH MIT sear stab rim er1MT eras Hatt pmar ePIFtt MI -Er er,.tr 4191W erott etRop 74r (' T 229, mm ern ern seer mw on lost 7'� (�) PfG28T f026 1021 1BSB 7d (42') PRECAST tea mm ma 4a4 an Gin Trot a0a 4es eta ten row +sew tree WE as mw 43H nn wn Hat 4,4? M PRECAST 'Mms me1 am umNOD em nw eN7 4'd (�) PRECAST 7B6 M 190e 4'd Nei PRECAST 1m0 20a MID 39M 070 na eon 4es wa MIT W4 Nm4 Ilea I= 210e e000 awe 49M eia eon 4,d (54) PRECAST Im 1ro2 21" am pa 4e111 wro M4 4'd PRECAST 692 6W 1078 4'd (Bt' PRECAST Iw ON 2W sere 400 47t1 aan aK an wte 7M W2 low time i2p as 2W eW Aa 4711 0570 Si' 8w9 PRECAST 12,7 taa wn is" M "In M4"iota 84' (6,� PRECAST 471 It, 74H Si' (8e7 PRECAST m 2m 2eee no mw an low 3000eM 7W iw NN 171e 70 an aaro 34e1 4e112 8-,0• (TB9 PRECAST 10e2 11ro 1172 WDOW as mro aW S-,o• (70') PRECAST sew a.1B ere B-1o• (70') PRECAST DID DIDIOUMID t sen mp mn as ton an aw nn 7101 eW s 31OF nm Na Sd (Te') PRECAST e0B Inc 2177 300 3M em an am I V-S' (M PRECAST 807 721 4B0 Sd (7B•) PRECAST M 1 i faa eat 3M Inc 2177 ma set eem aW roe 1NT I 11N >W irro I east ans ri• (YO') PPIEd18T 74e N71 Ina an 22ro mm am aM Td PRECAST 424 684 8e8 rd PM PRECAST 7p t mor mm wl 170 mw ma 4ew ea7 wn T27 1214 1 iW Wm DOW sem 31110 B'4• 11 PRE4:AW ( 27 Bee M 11m lea 2a4 7W aN nn Ci• („2.1 PPECAS'f B72 280 Y4' (112� PRECAST set 7ro 11 w N1 2157 ON 7n 12a 90 2ro4 aW emD M sm I ISO tea I Ism I 22w an 10'4r t ( 200 PRECAST 47B en ■0 taw foie 2W 201 2ae tad (12e� PRECAST 281 401 1B0 Vd ,(12e1 PRECAST no en me 11 I'M i all ea ton ten an aw 4mfm ao 4m 1 ttm 072A 1ta iDa 24e 71'4(18S) PRECAST 3e2 i Da ae Iw 2W DIp 40a 11'4• (2'PRECAST 2o 452 164 11'4• (13n PRECAST n4 W Wo op Nf 1 n we tme ta am fu 4om 494 eD7 I 1 ten tea twew ttn 12'0 (144� PRECAST 997 a10 en ta/ "M 2110 am aM 12'd (14e') PRECAST 244 402 187 17d (14t� PRECAST470 4n 41e ral on 1 t tea W M IM 1a4 2W as sea DID010 isa 10I son I" (w) PRECAST Zee 471 M w o 1W tW me am 134• (ion PRECAST 217 324 110 174' (1e0•) PRECAST ne ar wM 04 1 Ism m M we tW lea Isle an ,W 40 Im ft 110 i4le. maim rep 14'd (1ee� PRECAST 27e 4m no 1002 1ne ter 2w amaw N'd (1e8� PRECAST 20H 2B9 100 11'd (1Be0 PRECAST 11 em 7w DID t2m 4a IN Ion 1me 10p 2127 9aD 4N 45 7" tae te07 U'd (17e') PRESiREBBED N.R W "" Nt NI Nit Nit N4 ti'd (171r) PRF37RISIS® NA 284 SI 14'0F (17S') PREIIESW 230 DO 334 71e em M M M0-- en oA IIM 1n4 418 M t2N an SIN ail 2M2 1Si• (1841 PRF87 N.R. "" MR W M Nt Nt M 1Si• (1eY) PRESTRESSED NR 2HS e9 1S4• (1e4� PRFSTRC a4 m as sa 401 ere W eroteN p/ 1 �1 4n nD /2m t7n aN aaD mte iri' (i0e') PRE N.R Nt Nit N1 Nt Nt Nt rN (2 n PRESTi� N.R. 194 84 1ri• � PIS N7 At M me 4ro as 740Iat m0 me DID tW tea teatrW 1V4' (282') PRESIRE.88ED NJL MNt MDID Nt Nt NN MR Nt 1S'4• PM PRESTFAMFD N.R 148 H2 1V4• (?7t') PREHe fa nl M s40 W M m w7 t 747 Vp21'i• 4n M I n ta2 aN tNR (2687 PRESTREBHH) NA IwW N7 7at Nt Nt Nt 21'4• (?Q8') PRE87Rl398� N.R. 125 42 214' PRESI iN 3 ep mas em tm No on wa 1114 13" t/le iN fe7 ter ID ter m DID ab is w in we M 4n M 005 M en Na Im ero 27d (2e4) PRE N.R. NR NR Nt NI Nt Oft Nt 27d Pe49 PRESIRE88ED NA 116 40 2?d (Re1� PgEBIpE88® 1m ere em 7w ton ta0 tero &'d f 9 PREB11iF N'R' NitN1 Nt Nit NIw Nt W4r Mn PRESTRESSED N.R. ei 33 24'd Mn PrarmmwW W 172 w 7N ea W 410 ea A2 7M w en In 2m 4m ew s MNt tm (#)THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUER TAKEN FROM'811FE LOAD TABLES' BY CASTCREIE MAY 2015 EDI110N -PRECAST PRODUCTS BY 0080 TO MEET OR EXCEED VALL)EB STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE IDISTALLED PER MANUFACTURES SPECIFICATIONS -PROVIDE MNWN P OF BEARING PAST EACH SIDE OF VPWDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126,03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0• 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL327150 PH:407-7744078 FAX: 407-774-4078 www.abdosigngroup.com L AA e: 0003325 d Mil .1 I L11 I I ITI aysDiv. at LOT ABBOTT OT # L11 BILK #10 PROJECTIF 181.000-1 101 1[ODELI 3EFB "2447-ROBIE" GARAGE aIII/ING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) 60 MPH EXP. CP r8CAL!: ADoT l/4` = 1'-0'HE2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR Wl 10" HOOK - 30" TYPICAL #5 BAR IN BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" —#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 314"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. I OF u" F=FILLED W/GROUT .(\A U =UNFILLED NOMINAL # OF #5'S, IN 2ND BOND WIDTHBEAM COURSE NOMINA L it; HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XF)0( - 1T/1 M/08 INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX- iT/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1T/1M/O8 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST "3lW WINDOW SILL Z 'SLOPE Y TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1l2"=l'-0" SINGLE#5 CORNER 1 BAR, 3OX30 TURNED UP / OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM STEEL REINF. OF i`- PROVIDE #5 BAR LE REINF. BAR(S), AT EACH SIDE OF ELEVATION 3ROUTS BENEATH BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: ESINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0" TYP. B'BE �1#5 BOND BEAM � 8 1#5 TYP. 8"X16" BONOBEAM 1#5 � 8 8X16 DBL. BOND TOP OF BOND BEAM BEAM W/ (1) #5:01 EACH COURSE 8X8 BOND BEAM TOP i. W/(1)#5 BAR .ti BOND BEAM GROUT SOLID FROM OP LINTEL TO TOP OF BOND OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 818 PRE -CAST CONCRETE W/ IBAR MASONRY LENGTH OFLINTEL - W IDTH OF OPENING-2" BEAM DESIGNATION OR n 8X8 PRE -CAST CONCRETE L SCALE: 3/4"=1'-0" LINTEL, WIG STEEL (U)REFER TO PLAN FOR LOCATIONS rno . PRECAST HEADER(MIN) 2X4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") W FROM EACH END AND 18" O.C. MAX. MIN 1.114" EMBEDMENT 2X8 (MIN 2 X 3) 2.3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN IAA EMBEDMENT 2X8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING 5 ARCHWAY FRAMING DETAIL_ SCALE: 3/4"=V-U' 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdaWgngroup.com l AA 111: 0003325 I Ile tiJ SL sUm Je Ljom ABBAT OT#L11 BLK #10 PROJECTp 4181 000-11101 HODEZA 3EFB "2447-ROBIE" GARAGE 8wI87G: RIGHT PAGE: DETAILS 60 M EXP. 2020 mo DA E 03/13/20 SCALE:1/4" = f-0" SKEET kI.S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2' HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H1 DA OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P81536, .177" ° x 2 7/8" LONG, WITH WASHER tQ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2A BTM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT W0.1 4X6 (3 Y6" z5W) SYP. HTT4 W/ 5/8" DIA. x (51S3.1A) PT., WOOD POST 5" EXP. BOLT WD-2 4X6(3)S"x5 X-)SYP. ABU46Z W/518"DIA. PT„ WOOD POST x 5" EXP. BOLT r--------� FIRE LggUU-------J 3/4" ON 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS I M ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOOD! DRAFT STOP 1 PRE-ENG. FLR. JOISTS ''�yI II fl 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLIN VIEWVIEW DRAFT STOP DETAILS CHIIH came :s�s�a 4. --seem-- xxaxeexexsex�l 1 ssse�s srassx>�a x /9A 2x4 WOOD WALL WI 1 It It a It a SYP. NO.2 STUDS. x _ xe s a: 2x4 WOOD a tOB PLACE DBL STUDS WALL W/ x .1 a UNDER EACH JOIST SYP. N0.2 3 eex�e xxe�xxexaasx :aseaax: STUDS® _ ,1 1r O.C. es�a eaexseaa>zmema a six - exxexeaz�x xxx::za:e asz�ammz xss:maem-pace u u B I u me�s�e aafz�e II IY(.11I I I exsaxsame � sxxmp:sl I () II II I 11 II o I 1 . a lI n n u I u u �a�e�.:a =axx:k:al I ^ II II I) I II II 4 lm eexxeees:»:a ssse::P>�_ n It It t II u e seam : a� : e a� aaaxe s l II II II HJ3 1 II II I I 5 ( II 1 1 I 20 WOOD n APPLY DRAFTSTOPPING I WALL W/ ALONG THIS TRUSS AS TO SYP. NO LIMIT AREA T01000 S.F. FJ6 - - _ 4 - - STUDS I u FBCR 302.12 J 12" O.0 F4 — _ 2X4 ALL _== WI SYP. N0.2 STUDS. PI ACE 4 DBL STUDS —' UNDER EACH —_—_— ---' JOIST 1 d oa 2x4 WOOD WALL W/ SYP. - -__-- a FJ7 - N0.2 STUDS (8 12=0.C. �ma=xz�exa�a —_ 3 FJ5 .x== FJ5 se FJ5_xHiG IL- 3HJ4 --_--�I FIRST FLOOR FRAMING PLAN SCALE: 114E = 1'-0" IJOIST 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-77448078 FAX 407-7744078 www.ebdealgngroup.wm AA N: 0003325 A M aI tt rj 59sg$ C mm EVSDIV. as LOT PARKT LOT #11 BLK #10 PROJECT# 04 81.0 0- 1101 MODZIU 3EFB "2447- ROBIE" OARAGE EWrNO: RIGHT PAGE: FIRST FLOOR FRAMING PLAN ELEVATION 'H' 60 MPH EXP. D �- 03/13/20 ECALE:1/4' - 1'-0" HHE CT s3 A-0) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Dd x 1 } NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH -'' (12)1Sd x i 4" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 4" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. WSECURED W/ 10d GALV. COMMON NAILS / 12" O/C 'MASONRY BOND BEAM —/ SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x V-O" MAY BE ADDED WI 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @Y4" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) ��LJ7a` sm BACI®iOM T1tlC19lESS 4500 3/4' WOOD PANELS 6000 (2) 1/2- WOOD PANELS 60 (2)1/2" WOOD PANELS 90 2x LUMBER 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 518" GYPSUM BOARD OR 112" HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE W/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x8 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM, PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. a. I -JOIST CONNECTION @ L.B.W. `F SCALE:3W=1'-W (NO UPLIFT) NOTCH DEPTH 114'0 HOLE EDGE 5/8` HOLE DIAMETER < 2/5•D SGL. STUD OUTER 1/3 OF SPAN ONLY OLE EDGE >S/8" 01 BTM. HOLE DIAMETER PLATE < 3/5'13 DBL. STUD STUD NOTCHING a O AND BORING LIMITS SCALE: i 1!2"=1'-(T 0 2C O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -. TRUSS ANCHOR WITH (9) 1Od x 1 }" NAILS TO GIRDER, PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA -' SE SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. W SECURED WI 10d MASONRY BOND GALV. COMMON NAILS BEAM 12" O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W! iOd NAILS, 2 ROWS, 3" OIC TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) k x 5" TITEN HD TO CMU AND (12) SDS 4" x 2 �' TO GIRDER B{I) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (18) SDS 4" x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) } x 5"TITEN HD TO CMU AND (18) SDS 4" x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 L.BS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN,) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN,) S S 2c TYPICAL ROOF �� GIRDER CONNECTOR(S) 8B86B BwmeLOCK THEE M 450D 3/4"WOOD PANELS BOOB (2)112" WOOD PANELS 80 (2) i/2" W00 0 PANELS 90 2x LUMBER LSTAi2 20 GAUGE W/ tOdxt/2 HDG COMMON NAILS. IM EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK LA HTT4 W/ W8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (18)1 Sd x 2-IQ' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 4" 441, 41 �LVL/WOOD POST CONNECTIONS 'r SCALE: 3/4"=V-0' A - SIMPSON IUS1.81116 G < 1400 LBS, U < 70 LBS W/ (2) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER AND (2)10dx1-1/2' GALV. NAILS. TO JOIST FL#17241 B - SIMPSON IUS2.37116 G < 4400 LBS, U < 70 LBS W/ (2) 314- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)1Od GALV. COMMON NAILS TO HEADER AND (2) 1 Odxl -1/2"GALV. NAILS TO JOIST FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS WI (8) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75l16 G < 3455 LBS, U < 210 LBS W/ (8) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN, EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) iOdxl-1/2" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4""=V-0" 6'-0" MAX (W/1X4) 7,OR 10'4" MAX (W/2X4) 91100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 2 l/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 IOd TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BONO BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/47=1'-0" (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d 0 EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE G CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - lx4 DIAGONAL SEE ARCHITECTURAL BTM. CHORD PRE-ENG GABLE TRUSS—� BRACING, SEE PLAN FOR LOCATION STIFFBACK (AS PER MAY NOT BE TRUSS ENG) REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6-0" O/C —J END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 101-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /+ p �L INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" 24" 24' MAX. V IJOIST SPACING 8" MAX. END w0-JOIST TYP TYP P. $eACIN SEE F MING PLAN NO OF VAC( MAX MAX LEDGER BD. 1/2" EXP. (212%B SYP P.T. d FROM (2)2X12 SYP P.T. 3/4' EXP. SOLTIJ-BOLT W/2' LEEDGER BOARD E�'E LFFDDGER.CARDT0 BOLT/J80LTW/2- WASHER 8 5112' TO BE USED 1. ENSURE THAT EXP. BE USED WITH WOIST WASHER 8 51/2' MIN. EMBED.... WITH I-JGIST BOLTS/,4B— ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS, W ALL AROUND BOLT, FRONT 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF a_ m� 3. ALL BOLTS TO HAVE WASHERS (2)2X12 m� 4. EXP. SOLTSIJ43OLI SHOULD SYP PT NOT BE ANY CLOSER THAN S' i O/C. z g 5. ONLY LEDGER IN DIRECT aD (2)2X8 CONTACT (REAR LEDGER)WITH REAR SYP PT CMU REQUIRED TO I P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE END BPAM CER ALSPAUG A DOUBLE SYP 2x8 1/2" 8" MAX. 24" OIC MAX. B DOUBLE SYP 2x12 (2) 3l4' 8" MAX. 24" OIC MAX. 10 I -JOIST WOOD LEDGER DETAIL SCALE: 3/4"=V-0' SEE SCHEDULE FOR BOND BEAM REQ. 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BILK W/ 1/2" CIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2.4 SECURED WI (2)10d's C EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE: 34"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (FI AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HIOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fi AND F2 FORCES. SLIERNATE MATERIALS SCALE: 3/4"=1'-0" 1441 N. RONAID REAGAN BLVD LONGWOOD, FL 32750 PH:.407-77446078 FAX: 407-7744078 www.ebdeWgngroup.cw AA IF: 0003325 J 5 �e 83VSDIV. AC LOT: APBAB�OTT LOT BLK #10 PROJECTO 418 .0 -1110 MODEL 3EFB "2447—ROBIE" GARAGE SLING: RIGHT PAGE: DETAILS (I —JOIST) 60 MPH EXP. CJ 4 D ATE: 03/13/20 CALE:1/4• = 1'-o" HEET 1A NOT USED 1 SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON HB WI (0) Bd EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. (JOIST LVL PLATE STRAPS W/ 10d x 1 1/2"HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL SCALE: 3/4"=V-0" 8"CMU WALL REINF PER PLAN PERELEVATION3/4" O p UU PERELEYATION m (2) 20 P.T. W/ MASONRY NAILS 12" O.C. iX2 FIRE -STOP #8 WOOD SCREWS x 2" LONG Q 3" O.C.; 1 STAGGERED OFF CENTERLINE 3/4" AS SHOWN 1 SCREW PATTERN WOIST (SEE FRAMING PLAN) DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE10/S31A , .. SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL SCALE: 3l4"=1'-0" #8 WOOD SCREWS x 2"/`— LONG 13" O.C.; STAGGERED AS SHOWN 1 BL. 2X8 SYP 02 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. 1 8" CMU WALL REINF PER PLAN 3/4" PER ELEVATION <L SCREW PATTERN O x R ELEVATION 24" M IJOIST (SEE 2x4 P.T. CEILING FRAMING PLAN) NAILER Wl MASONRY NAILS 012 O.C. ,X2 FIRE-BTOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL '4 SCALE: 3/4"=V-0" NOT USED 5 NOT USED NOT USED 6 7 PRE£NG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING a PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) 24" O.C. MAX 0 2X4 DIAGONAL BTM. CHORD Q EVATION BRACING, SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE£NG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS r0 7pp pLA7E 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 112" DIA. ANCHOR BOLT W/ 2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U < 090 LBS W/ (14) tOd SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN, GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING WALL WI SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM, PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING •o• "o SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. • AND TOP PLATE ANCHORS W/ 10d x , yr COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT, 2x4 SECURED W/(2)10d's 0 EACH ;� ALL HOLES, DO NOT USE 1/2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED ®10'-0" O.C. MAX. EPDXY 5.1/2" EMBED. MIN. @ 16" 10a 10b 1 OCi OC MAX. SCALE: GABLE END BRACING W/ PRE -ENO GABLE TRUSS @ CMU WALL o Via• Tm=rDCONNECTION 0 SCALE: 3/4"=1'-0" •• A -SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. • S. 8 - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4'k3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 1/2" SDS TO POST TRUSS CONNECTION @ L.B.W. �_ �,- 9b PoarroguBcorwECTwN 9Q SCALE: 3/4"=T-Y' A&B-SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA, x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (26)16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD, LONOWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.eom L AA #: 0003325 q Ile ABpB4OTT LOT #11 BLK #10 PROJECT# 4181. 00-1 10 MODELo 3EFB "2447— ROBIE" GARAGE BWD90: RIGHT PAGE: DETAILS (I —JOIST) 60 MPH EXP. LAP TOP PLATE A MIN. OF 48" AND NAIL WI t6d COMMON NAILS, 2-ROWS, 4" O.C. BTM. 0 LAP TO OCCUR OVER STUD 3/4" DIA. x B" MIN. EXPANSION BOLT W/ 3x3 OVERSIZED WASHERS PLACED 16" O.C. 4" MIN. CONC. EMBEDMENT 2x HEADER SEE PLAN FOR SIZE AND QUANTITY PROVIDE Ix WOOD OR 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER 0. W/ 16d COMMON NAILS, w 2-ROWS, 6" O.C. N SHORT 2x STUDS BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE WINDOW SECTION � I 0 SHORT 2x STUDS BENEATH WINDOW SILLS 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR END 4. SIZE AND OUANITY PROVIDE IxWOOD FILLER(S). 0 NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 8" SIMPSON H10A WI 10d x 1 1/2" O.C. GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 ALL HOLES OR SPHB TOP 8 BOTTOM 4'-0" MIN. TOP PLATE SPLICE STUD PLATE TIES WI 10d x 1 AND NAIL W/ 16d COMMON 1/2" GALV. COMMON NAILS NAILS, 2-ROWS, 4" O.C. (AT EACH STUD) FILL EVERY HOLE. 00 NOT USE - 3" LONG NAILS a BTM. MEMBER OF TOP PLATE SPLICE MUST LSTA18 WI 10dx3" GALV, COMMON OCCUR OVER STUD. NAILS, (5) EACH ENO TOTAL OF 10 4" NAILS. APPLIED TO INSIDE FACE TYP. ONLY FL#17244 EE SCHED X OR # STUDS id NDER EADER m SEE SCHED - FOR # FULL (1) 2x FLAT TOE NAILED TO JACK STUDS 4" 4" 3X3 OVERSIZED WASHERS PLACED 4" TYP. TYP. 32" 0/C 6" MIN CONC.EMBEO. TYP. 16" MAX. DBL. TOP PLATE CONT. (3) 2xl2 HEADER PROVIDE 1/2" PLYWOOD FILLER(S). NAIL TOP PLATE CONT. ALL TOGETHER W/ 16d CON COMMON NAILS, 2-ROWS, 6" — — 2x6 BLOCKING FOR SHUTTER O.0 e N INSTALLATION. PROVIDE 1/2" o PLYWOOD FILLER(S). NAIL N 4 ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' — O.0 2A0's (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. 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/2" PLYWOOD FILLER(S), NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" O.C. SINGLE BTM. PT PLATE LAP TOP PLATES AT CORNER, 2x MID+iEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2)16d NAILS EACH END 16" MAX. (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE I NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2) 2x6 1 (3) 2x8 1 (2) 2xB (3) 2x8 (2) 2x10 (3) 2xl0 (2) 2xl2 (3) 2xl2 8TUD8P/CNOS1rOA BTUOB V=02YOA 0 - 2 R — O 0 x1 2 2x4 2 2x4 2 2x4 KINGS SPAN KINGS rjrSrSPAN 3 - 4 R 3-4ft 2 3.4R 2 2x4 2x4 2 2x4 2 2x4 2* x4 2X6 2x6 x x x 5- B fl 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 2 2x4 5- B ft 3 5- B ft 2 x 7-8ft 3 7-8ft 3 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 (2)2x4 7-8ft 9-10R 5 0-loft 3 9-tOfl 2x4 1 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 10 -12 ft 5 10 -12 It4 2X6 2XII 10 -12 ft 2x4 20 1 2x4 20 1 20 2 2x4 2 2x4 2 2x4 ab I At 2xb TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL 16" MAX. PROVIDE (3) STUDS @ —� y—NAIL STUDS —NAIL STUDS— —PROVIDE (3) STUDS (it CORNERS LAP TOP TOGETHER W/ TOGETHER W/ CORNERS LAP TOP 12d G 12" O.C. PLATE MEMBERS PLATE MEMBERS 12d � 12" O.C. STUDS 3) t!8 PLYWOOD SHEATHING, SEE PROVIDE ( PLYWOOD SHEATHING, "ROOF/WALUFLOOR SHEATHING CORNERSLAPTOP SEE"ROOF/WALUFLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER 16" MAX SCHEDULE" * PLYWOOD SHEATHING, SEE "ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE" C2 D / Cl EXTERIOR (3) STUDS 0 J EXTERIOR MASONRY / WOOD CORNERSLAPTOP 2 CONNECTIONS PLATE MEMBERS PLACE 300 ROOF FELT BEHIND SCALE: 1 1l2"=1'-0" VERT. STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d 0 12" O.C. 1/2" DIA. SIMPSON TITEN 1/2" DIA. SIMPSON BOLTS 5" MINIMUM TITEN BOLTS 5' MINIMUM PLYWOOD SHEATHING, SEE EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOFMALL/FLOOR SHEATHING CELL, 6" FROM ENDS AND CELL, 4" FROM ENDS AND FASTENER SCHEDULE" 16' O/C, VERTICALLY MAX 15' O/C, VERTICALLY MAX G"3 NAIL STUDS TOGETHER WI 12d 0 12"O.C. SHEATHING ON INTERIOR OR A B EXTERIOR OF A WOOD WALL 0) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT x (2) 2x TO BLOCK ON 2x6 8 2x8 WALL BEHIND VERT. STUDS SO AS (2) 2x TO BLOCK ON 2x6 8 2x8 WALL TO SEPARATE WOOD AND MASONRY/ CONCRETE (TYP,) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-0078 www.ebdesigngroup.00m AA #: 000332E J 49 O aysnry ag LOT ABBOTT PARK LOT #11 BLK #10 PROJECT# 4181.000-1110 MCDZ r 3EFB "2447-ROBIE" GARAGE ISIMNG: RIGHT PAGE: DETAILS 60 MPH EXP. 24 DA""Ta- 03/13/20 aCALE:114• = 1'-0' aHEET S4.1A m SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA B: 0003326 W C stMD]rV. aLOT: ABBOTT OT # I11 BLK #10 1pitoimcT# 1.0 -11 0 MODEie 3EFB "2447-ROBIE" GARAGE BVnNG: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 60 MPH EXP. IDATE: 03/13/20 9CALE:1/4" = 1"-0' SHEET s 4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1 Dd x 1 112" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK stZE a DEBCRIP'TION REMARK O (2) 2X8 BEAM SCHEDULE gUaM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL IT.O.A. =TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fc psi) �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bxt6 (11#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)#5 N/A GROUTED SOLID CBI CONCRETE 3000 Bx31 (2)#5 (2)#5 #3 B.O.C. GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS G,e1F�MeS SAFE LOAD - POUNDS PER LINEAR FOOT � SAFE LOADSAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SIX ma ran W%as rta•te visa rms vans OrmM rain wame "'A"s rats eFMas e1aM4s TYPE LENGTH an RCIJU TYPE LENGTH IlWIr rear Asir rfa2r VWT ePM:r r2u/T r2oar V24-IT SFAV "4r IFaar ra24r et1120 µP) PRECAST 298f as MS na ea7 ea4 as +w, 8d (42') PRECAST 1020 1021 18Bs Sd (4T) PRECAST 1M 2w MM 4w as nu 1ai aoe0 4w nta 7M7 e0N mM nw 1w MM 2w 4Mt aM na tea, 4"� ( PRECAST 1I66 Mn AM Ia0 4w w1 TOM em 4'47' ( P 7� 708 1908 Pd 14s') PRECAST /w MM sw aM as m am 21a 40 $118 7M7 W4 10i{ ,7w 1w 2w 3w wig 45" era ale *r (649 PRECAST IO,M 1w Mill = ra 4QM e4M w4 4,1, PRECAST t073 Yd (�� PRECAST ta7 JIM 9m MM 400 4711 ere 210 qle efts Ter are MM4 11w 1207 MM Mm Ma 4w 47" aN @i• (047 PRECAST 1217 1w tw tw Mao em aeee 4w SI• (849 PRECAST 41t H1 740 B4• (84') PRECAST +e1e m 2M'we MM Met 4m tw a0a = 7eu t tote flu ale MM Ma Mn 4ffi 8.10' (70") PRECAST NOSY IIOe tm 1M1 X00 26N 20M MM 6•-10' (/0•) PRECAST 310 9� 8,0 0'-,0' (70") PRECAST w 1 we nm sw 4134 t4e1 no 4m 7107 ew w ter aM MM 2,a 2w NM So (78D PRECAST ON iw a10 w1 sm 4aa wt 0,1, (>� PRECAST 007 Mt 4B0 Cd pT1� PRECAST w I , 2w Met m tw MITT m s110 wt as ,0 " ew w MR Iw s M 2M, 278 Pd (10") PRECAST 748 10„ 77M 9w 22M MM 2,n Ielb Td (80y PRECAST 48/ 684 988 Td (87') PRECAST ' / IM =V sffi mt lm Zee, s0a eat sm an n7 ta4 I M 2w 3W Mr affi W-4- t, PRECAST ( 21 681 w 110 Iw 2w DM M16 aw I-0' („2D PRECAST 920 812 2S0 di' (112") PRECAST w m 11 m1 W nm Ma ffi IM6 1w EN 3M ew at w Isis 1w tw =14 MI lad (110") PRECAST 475 w w lap m 2M 2M Mee ,a4• (12r) PRECAST 284 401 180 10'1' (128) PRECAST w w w ,M t ant w tw Iw Mw 21n 4m w w 110 14= tia 2w MIIA 11V' (188') PRECAST 98S! w w tw fels am nn 4w 114' (13r) PRECAST 280 452 154 114' (188y PRECAST 64 w MO "a , Its w eN "a tea 2M MIT 4w N4 em 1 1rf tw ate" 21a 124r , ( 4,') PRECAST 837 ea m Iw M4 na Mw Ma 1T-0' (144� PRECAST 244 402 107 ,2'd (114� PRECAST 470 4M 7m w „ m M y UN /w AM 2w aw 4a m w 132 w7e 18'-4• 1 ( B0� PRECAST 2e0 M m 70M 1w /w MM Ma 7Ji' (tID") PRECAST 277 024 1t0 194• (180') PRECAST 4a w a7 M w 1 ,w 4n M 10M tw ,w 2M 1w 40 40 700 tM Im 14'd (1061 PRECAST 2A 4M M I0a ,w IN? nr 2w /4'd (iSB7 PRECAST 2S6 '1BS fOD 14'd (iBB� PRECAST w w w w 1 1201 4a to taa MM tw st27 2w 410 4M 111 Iw ,w 14'd (I70') PRESTRESSED NIL "" 0 NR M 74'd (178') PRESTRESSED MR 284 91 14'd (178� PRE _° w 114 w w w M w w w I 1131 17M w 1p 1110 tat MI6 Mf7 3112 IBA' (18#1 PRES7R688® NIL Nl "" tR I to to 1Bi(18qPRE81R N.R 2S 88 1B4(164PRESTO M w ne w M ae A r mj w , Mt 106-1 /eel oa: tM Me Mm 2aa IT-4' (1087 P N.R. ,n M M III to ,a Nt 1T4' (7 PRESTRESSED N.R. iPl d< 1T1' (20S') PRE m In w w 4a wod w 740 w MeA IgMw 1473 M0 w w I. tea I. M47 1B4• RJ2') PREHIp�BFD N.R M tet M MR M to M IV-4' ( ") PRE81R�8® N.R 74B S2 18'-4' ( PRE to w W M M7 M7 747 2M w 7a . 1ffi 161s 77M PTJ• Mn PAS w m w as 420 A 7r mtw w at 480 Met. w tea w (208') PRfSTREB� N.R. In m M la NR to to 21'i' Izab') PRESTRESSED N.R 12S 42 M so w as Im tw /41/ �� PRESTRESSED N.R. 1t8 40 22'd (284� PRESIRE88� 1a im m m m an w w ar iM as m 4e2 w w w w ,w w w 7Yd (264� p NAi en NR ea to N1 1a Ia M ate w 7M tM7 tw tw 24'-0' (T88') PRESTRESSED N.R. tR tE "R lel to Ia M 24'd (286') PRESTRESSED N.0. W 89 aCd f188') PRES1gE8B® tM 7M 171 32 w re 242 4mw 410 mpid w 75F 6A mss 1M MD w w 164 tw 1ffi (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (A) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TARN FROM •SAFE LOAD TABLES' SY OASTCREIE MAY 2010 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARETO BE INSTALLED PER MANUFACTURES SPECIFrATIONS - PROVIDE M04SAUM 4.OF BFARM PAST EACH SIDE OF VANDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE RE.C.P, CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE 0: 16-0128.03 SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN B( LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com L AA #: 0003328 y 3 - � avaaty &LOT: ABBOTT OT # L11 BLK #10 PItoamT# 4181. 0-1 101 1RODEIA 3EFB "2447— ROBIE" GARAGE 9WMG: RIGHT PAGE SECOND FLOOR LIFT BEAM PLAN 60 MPH EXP. 1lCA=:1/4• = 1'-0= 8*mmT S5 ,, I FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1IT HOG NAILS, WOOD TO WOOD: SIMPSON HIDA OR LGT2 W/ IDd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER ® 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,WO LEIS SHALL BE FABRICATED W/A 24 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ROOF FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-7748078 FAX- 407-7744078 www.abdoeigngroup.com L AA #: 0003325 6 Bu80IV ae X.0 ABBOTT PARK LOT #11 BLK #10 PROJECT* 418 .0 0-1 101 MODEI1 3EFB "2447—ROBIE" GARAGE 8WING: RIGHT PAGE: ROOF FRAMING PLAN LEVATION 'G 60 MPH EXP. DwTv 03/13/20 8CA=q/4" = 1"-0" BIiEET S6 (1 OR 2) SIMPSON HIOA WHEN INSTALLING (1) SIMPSON H10A ON THE TRUSS ANCHOR WITH INSIDE FASTEN EACH STUD HOG NAILS TO DBL. TOP PLATE W/ PLYWOOD SHEATHING, SEE TRUSSA TRUSS AND 10dx3" HDG SIMPSON SP2 NAIL PER "ROOFWALL/FLOOR NAILS TO TOP PLATE. FIRST ONE MANUF. SPECS. SHEATHING APPLIED TO INSIDE FACE FASTENER SCHEDULE" OF WALL. IN ADDITION, ADD (4)16d TOE -NAILS, 2 EACH SIDE OF TRUSS. 2x WOOD FASCIA SEE ARCHITECTURAL 2x6 SECURED W/ (2) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1X2 SECURED W/ 10d TRUSSES 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL 2x STUDS 2x BLOCKING AT ALL PLYWOOD SEAMS AALLOWABLE UPLIFT =1040LBS(1STRAP) B ALLOWABLE UPLIFT = 2080 LBS (2 STRAPS) TYPICAL TRUSS/GIRDER CONNECTORS) 1a DSCALE:3/4'=1'-W (1 OR 2) SIMPSON LGT2 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE 10dz1 12' GALV. COMMON "ROOF/WALL/FLOOR NAILS, FILL ALL HOLES. FIRST ONE SHEATHING APPLIED TO INSIDE FACE FASTENER SCHEDULE" OF WALL. IN ADDITION, ADD (4) 16d TOE -NAILS, 2 EACH SIDE OF TRUSS 2x WOOD FASCIA SEE ARCHITECTURAL2z6 SECURED W/ (2)16d GALV. COMMON NAILS. ENGINEERED WOOD 1X2 SECURED W/ 10d TRUSSES 0 24" O/C, GALV, COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL 2z STUDS 2x BLOCKING AT ALL PLYWOOD SEAMS AALLOWABLE UPLIFT =1885LBS(1STRAP) B ALLOWABLE UPLIFT = 3770 LBS (2 STRAPS) TYPICAL GIRDER/TRUSS CONNECTOR(S) 2a 2b SCALE: 3l4"=1'-0" ROOF TRUSS UPLIFT CONNECTOR NOT SHOWN FOR CLARITY (SEE SHOP DWGS ) FASTEN EACH STUD TO OBL. TOP PLATE W/ SIMPSON SP2 NAIL PER MANUF, SPECS. TOP PLATE ROLLOVER STRAP DETAIL NOT USED PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4`0" O.C. (AT O SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) PRE-ENG'D WOOD TRUSS (TYP) 0 24" O.C. MAX 2X4 DIAGONAL BTM. CHORD FOR STRAPPING O. SEE PLAN FOR VERIFY LOCATION O W/TRUSS PLAN LOCATION SECURE 2x PLATE TO WALL W/ 3/8N15- THRU-BOLTS 0 32" O.C. MAX THEN SECURE GABLE TO 20 PLATE W/ 12d's 8" O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HGA10 24" O.C. MAX 2x STUDS CONT. 2X4 SECURED W/ (2) 10d'e 0 EACH TRUSS TO BE INSTALLED 0 1U4' O.C. MAX. GABLE END BRACING W/ PRE-ENG 2x STUDS GABLE TRUSS @ FRAME WALL 5 SCALE: 3/4"=1'-0" IA 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7744078 FAX- 407-774-4078 www.abdaslgngroup.com L AA M: 0003325 Pi h 7 �e a swan►. ee L ABBOTT LOT #11 BLK #10 PROJECT# 0418 . —11101 HODELa 3EFB "2447—ROBIE" GARAGE 8WIN7G: RIGHT PAGE: DETAILS 60 MPH EXP. DRmT Al'E"" 03/13/20 sCA=:1/4• = 1'-0* SHEET S6.1A e GABIF-ETD -. XP ROOF ,F---�F ROOF WIND DESIGN PRESSURES* NET(GROSS) ASCE 710 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 180 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT t-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/18" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS 04"O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF CABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Sd RING SHANK, 21/2" 0.120" 170,000 RING6-20 RINGS SCREW SHANK PER INCH) Sd SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6'O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP 8 BOTTOM EDGES . J zs 0 LL Y Z Z U w O . 0 6 . Q = L=D V) Y N Z$ TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER O.TR�SS-� ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS 6" O.C. IN FIELD C8d RING SHANK GUN NAILS 119 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS G 12" 0.BwjN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORMTO ASTM C33. AYWMUAAOGREGATE Siff SNAIL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIRENTRNNED CONCRETE EXPOSED TO EARTH ORYVFATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS. AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, BU1 EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318A4, BUILDING CODE REQUIREMENTS PROVIDE S-ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLAElSONGROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. R =1Too PSI AND A MODULUS OF CONCRETE, ACI 530-13/ASCE 011, ANSI SPECIFICATION FOR THE DESIGN OF FORSTRUCTURAL-FORDSTEEL COLD -FORMED STEEL STRUCTURAL MEMBERS 201t, ASCE 7.10 AND RISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED BINCHES AND SEALED WITH ADHESIVE TAPE. PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL A ELASTICITY = TREATED. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6M EDITION. SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALAEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SVP' THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SWILL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -non-GonaBLsnt 10 PST BTM CHORD -Ian wrrsnt DEADLOAD DEADLOAD UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE SIGN R E DE SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL STANDARDS FOR METAL-PLATECONNECTEO-WOOD TRUSS CONSTRUCTION:, AND TPVWTCA SCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI ASS .1-1982. PST TOP CHORD psf TOP CHORD (7 ALL VERTICAL REINFORCING BARS IN CMU CELLS SWILL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SMALL BE INSTALLED ACCORDING TO MANUFACTURER'91NS7RUCTIONS. 10 psf BTM CHORD 5 (7 psi Wi ASPHALT SHINGLES) 5 (1 Psf BTM CHORD psf w/ No GVPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WINO UPLIFT: tops/ MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PSI WALL. TRUSSES/GIRC ERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PVT WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al 85, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2, CHAIRS SPACED 3'-O' OC, EACH WAY, REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 GRADE BID IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25' #6 BAR - 36' #5 BAR • 30" #7 BAR - 42" PROVIDE 36' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION, WIND: DEAD LOAD SPEED -100 MPH 3- SECOND GUST (ASCE 7-10 (FSC R2017) EXPOSURE C, RISK CATEGORY 11) RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: I Opsf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf. HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VOEP II LE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40pd, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORI- MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5?MS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C•90, GRADE fm -1500 PSI. BLOCK SHALL BE PLACED USING F OTHE DELEGATED TRUSS ENGINEER, WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WINO LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS, OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USEDT O FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER, IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/w WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE "W OR S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUS -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLEO. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER, THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE .�N.I.E: SPECIFICATIONS FOR THE DESIGN, FABRICATION AMC) ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36 F = 36 ksl FOR ANGLES PLATES AND W SHAPES STRUCTURAL TUBING SHALL BE ASTM A500 GRADE B 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB, CONTRACTOR SMALL SIBMT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA POR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED S d- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SOUL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C4 4OR MEASURING, MXING, TRANSPORTING, ETC. CONCRETETICKEM SAILSETM-STAMPEDWHENCONCRETE 16 BATCHED. THE MAXIMUMTIM: ALLOWED PROMWHENWATERIS ADDED TO THE MX UNTIL IT IS DEPOSITED NITS FINAL POSITION SMALL NOT EXCEED 90 MNUMS. IF FOR ANY REASON THERE ISA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SMALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SMALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1.112' FOR it AND SMALLER Y FOR ilS AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SUBS, WALLS AND JOISTS 1-17C FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy - 36 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL FASTENER SCHEDULE WINDOW AND DO R BU K FASTENERS FA TENER APPLILATKIN S� TTPE SPACING REMAPoG9 APPUCATIDN SIRE TYPE 3PACNiG REMARKS 1.2 PT FUWiNG TO CASE HPWENEDCOLL SdG GARAGE DOOR BUCK VY DIA TAPWfI MAYJMT ?EMBEO., V" DISi., MASONRYICQVC. NML 11?LONG. TO MA90NRYIC7NC. NO WPSNER F.-SOIC I1?EDG.... 9GD, AL.E%T.pOIXS tx PT.9EE NOTES CASE RMi WDCOL NAK11?LONG. POIC STAGGERED WNDO\V,000(L FASTENED INTO MISGNM,C'OI-IC. GARAGE DOOR BUCK TO MA90NRY,IXINL. -A. WISHER EXPANSKIN BOLT 3K'OC 1'EMBFD.,IE10 C13l., 3•EDOE GIST. pWDOwwICK cASEHAROENEocox roc FASTEr.:D --TO METAL STRAPTO CONTACT THIS ENGINEER FOR SPACING I. IT. 9EE NDTEe _111?TRIG. STAGGEEO INTO MAsoNRrlcorvc. MASONRYICONC. REQUIREMENTS EM.9WIN0 WM RI &1S91A RAPCOM 18'OIC 11?EMBED, e•END. NpJAEARINo WOOD llY" EXPA.- 2PQ,C PEMBEol. BOCKh PT, 9EE NOTE! F10 WASNER FASTNER D1S1, 11?EDOEOIST. WKL TO OONC. BtAO W/WASHE0. BOLT GIST., J"EDGE DIET. h PTWINDOW BGCK 0.130°PAT x21ld" B•OID P'END.OIST.,11? PT iO STEELCOL,SEE NO ES WIWASHER STAGGERED EDGE DIET. NaTEB 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND IOR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE 8UCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774407E wwwAbdeslgngroup.com AA #: 0003325 q aUDDIV" as I407 ABBOTT LOT #11 BLK #10 PROJECT# 4181.000-11101 MODMIA 3EFB FT2447- ROBIE" GARAGM 8WING: RIGHT PAGM: DETAILS 60 MPH EXP. D� 03/13/20 BBC4• - f-0- a N1