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HomeMy WebLinkAbout7443 Sail Clover Ln99 20005-4EHB-HAYDEN99 HOMES 12602 TELECOM E)RIVE, TAMPA, FL 33637 Te1: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -1FLMA BUyIIMG �, gip, cm4 '�'M IMA `2=' -AM VOCAL AlID BUTS COD83 •OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B 'BASIC WIND SPEED - Vult=180 MPH Vasd=124 MPH •EXPOSURE - C - I -STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAY, LAVATORY A/C AIRCONDTTIONING LUM, LUMINOUS LNE, ALIT. ALTERNATE MFR. MEDI ACTOR R AMP. AMPERAGE MIN. MINIMUM BD BOARD MT. METALTHRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S. SCALE ON CENT CIS. CLEAR O.C. ON CENTER coNC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE P. PHONE D DRYER PLT PLATE DBL, DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA, DIAMETER P.T. PRESS RETREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP RA. G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM ING DTI. DETAIL R.O. SOLID ORE EXT D.W. Dlsxwnsl�R S.C. SOLID COREexrnR FA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S. H. SINGLE HUNG EQ. EQUAL SHT SHEET EXH. EXHAUST SHTHG. SHEATHING I, EXTERIOR SHwR. SHOWER e.c./Fx. FIXED GLASS siM. SIMILAR FA, FUEL GAS SL. SLmINc FIN. FINISH SL.GL. SLIDINGGIA9S FIR. FLOOR STD. STANDARD FLUOR. FLUORESCENT sws SHEAR WALL FR. DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER TYP. TOP OF SLAB GL. GLASS T'O. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF FOR. HEADER W WASHER HOT. OR HT HEIGHT W; WITH INSUL. INSULATION WD: WOOD INT. INTERIOR WOW. WINDOW Wnl WATER HEATER W.I. WROUGHT IRON DATE DESCRIPTION 06/Ml 2-STORY CMLI CONVERSION ARCHITECTURAL SHEET DESCRIPTION OVEr/IS BID SET ISSUED PG CI -COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3J-FRONT & REAR ELE PG A4J-LEFT & RIGHT ELE A I �RK SHALL COMPLY WITH PREV PG E1-FIRST FLOOR OR ELEC QRIDA BUiLDiNG C01DE. PG E2-SECOND FLOE LERETREATED PG PI -PLUMBING PLAN ELECTRIC CODE, PG MI -FIRST FLOOR MECHA � I� Q� 'PpP�YRHILLS PG M2-SECOND FLOOR MEC 71C' PGDl-DETAILS ORDINANCE,, PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS �` [� 0 PG WA2-WALL ASSEMBLY DETAILS c` , p I J I PG WA3-WALL ASSEMBLY DETAILS RE v 0� DATE I'-� PG WA4-WALL ASSEMBLY DETAILS / F PG WA5-WALL ASSEMBLY DETAILS CITY OF %_E PH I R H I PG WA6-WALL ASSEMBLY DETAILS P1 R EXAMINER LA 02/Dne ADDED ELEv.'J' 1 K' WITH SIONG PER MARK BOUJEs 0220A8 BID SET RE -ISSUED 04/nne FOOTING: REVISIONS PER M. BouJE9 06/15/D I -JOISTS INCORPORATED INTO MASTER PLAN 0626/IB CONSTRUCTION DOOXIENT8 RE -ISSUED Oem/is ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL 0VlblB DETAIL- 'ADDING EAR TO BOND REAM' ADDED TO 812A 0mAs PLAN MANTENANGE -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 �tn SQ.". CJYLV.S 0329l19 REVISED LINTEL 81ZE AT FTlT ENTRY DOOR 0�(,Ay UppATEDLEDGER BOLT SIZE 4SPACING IST FLR LIVNG 1,104 SQ. FT. 2ND FLR LIVING 1,801 8GL FT. TOTAL LIVING 2,605 8GL FT. GARAGE 431 Sa. FT. PORCH ELEV 'J' 43 SCii . FT. TOTAL ELEV 'J' 3AW Sa FT. 8KI0 PATIO 80 Sa FT. �/Ig/Ig REVISED [-JOIST LAYOUT 062VIS ADDED LED LIGHTS TO KITCHEN + BATHROOMS PER MAR, 60WES 01/23/H ADDED STONE OPTION TO ELEVATIONB'G', W,'J' 4 w �3,g LEDGER BOLT SPACING REVISED �MAS ADDED OPT, V-O' CEILING I.EIGWTS 01/0120 REPLACE USP CON ECTORS UNTH SIMPSON CONNECTORS 03/0WO REVISED DETAIL ON SHEET D2 OPT. 8'-0' CLG. HUT. 04/2020 REVISED STAIR SECTION DETAIL FOR OPT. V-0' CLG. W.T. 0110121 2020 FBC UPDATE 03/032I ADD SOFFIT DETAILS STRUCTURAL SHEET DESCRIPTION 03/ft/21 ADD FLAT HEADER 0 T'-6' AFF. (V-0' CLG ONLY) PG S1-FOUNDATION PLAN PG SL1A-DETAILS PG 51.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S21A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FIRST FLOOR FRAMING PLAN PG S3.lA-DETAILS PG S3AB-DETAILS PG SSAC-DETAILS PG 94-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG SS -SECOND LIFT BEAM PLAN AND NOTES PG S5.1A-SAFE LOAD TABLES PG S6-ROOF FRAMING PLAN PG SN1-DETAILS PG SDI -SOFFIT DETAILS PG SD2-SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (A3 DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND 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 CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL. WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 06/W21 ADDED 20' FOOTER OPTION IM,71 ADDED FRENCH POOR OPTION 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407.774�W78 FAX 407-7744078 wwwAbdesigngroup.com AA A 0003326 a 4 eUSDIV. ec LOT: ABBOTT PARK LOT #19 BLK #12 INGPHASE 4C P1toj=T# 04181.04C-19121 UODEXs 4EHB "2605-HAYDEN" CFADUA IC 8vmG: RIGHT AGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) LINO. 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 FBCR 2020 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. SITE 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 6 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.2012 Et. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/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 I. 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 2. 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 N8INCHES 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 1"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 112 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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 6 -INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'• 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. 1Z TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 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: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. 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. PLUMBING 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 u " PVC (SCHEDULE 40), INSULATED WITH 6 "AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 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 FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 FBCR SECTION P26032. 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 FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 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-C926.18b, ASTM-C1063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS - 1"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 -19a AND R703.7. FIRE 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 1/2 "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 1 114' TYPE'W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCT10N OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS 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. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroupmm AA !h 0003325 , W h p ` a� rr � a 6 B[JHDIV. Ae LOT: ABBOTT PARK LOT #19 BLK #12 PHASE #4C PROJECT# 04181.04C-19121 MODEL• 4EHB "2605-HAYDEN" GARAdE 8WING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C ROLAM21A. ASOIJOP iIORA L AR NO 93723 J F,PRIkrrDA 02/08/22 SCALE: 1/4"=1'-O" BFIEET G1 V PATIO ROOF ABOVE 6'-2' ' iq m r ------- e I NUS. 3092-SH 6068 8 (2) 3052-SH EGRESS I 1 21'-4, 12'-4' I I DMG I BEDROOM #2 ROOM ' LIVING 8'•m CLG _ ROOM — 1 8'-0' CLG. 3'-W 3. - I FLAT HDR • 1 l'-6' A.F.F. v I 1 A I I 1 (2) 2068 Q IQ I I 1 I POST ;, --- --- R-ISH I I I d `1s / . Vic I II CIV BATH#2 1 W-V CLG. s 1 B m ,I I g X `III I I I m m I I I I I i FMYI I I I I"1 I m 61 868 `9 x 2'-8' 8'-0' 1 s 2'-10' '•10' 3'-8' 5'-4' 3'-4' 5'-8' N 4' HB 0 v d)L-ry v fi REpI DD �11A/ STAIR DATA 2868 SO WN 15 RISER * 1b2' 20 MIN. - 14 TREADS 10' BOLLARD AS Ma ---- PER BLDG. FLAT HDR • CODE 11 1'-6' AFF. 13'•0' II 4._S• I.-0o III GARAGE FLEX D V Illc A FOYEP a'•o' cLG III FLAT HDR *- flll 1'-6' AFF. III 0 m -' e 2) 30 - H 9' 4'-5' 2'-10' 16'-0' 2'•10 B a 9 8'•0' I6'-O' X 1'-0' O.H. . FIRST FLOOR PLAN SCALE: 114' • I'-C' NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN by'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN +y'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (lTH ED-) 302.1 caw'a�r AIO cLACONo wo LOADe OW WDEISFOR O8BOM=18 OFBIUB smm IOIE 110WIM tm FIEW 8 NO TR'E FOOTADE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR. MIN. CRITERIA SJ3D. MIN. 41 5 34/-43 CRITERIA 16010 014D. 112 5 310/-34b 12'xl2' SOFFIT 1 5 313/49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 22'-8" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 00MROL DAIS OM SQ.FT. CAM'S IST FLR LIVING IJ04 SR FT. 2ND FLR LIVING 1,501 SO. FT. TOTAL LIVING 2,605 SQ. FT. GARAGE 431 SR FT. PORCH ELEV 'J' 43 SQ. FT. TOTAL ELEV 'J' 3AM SQ. FT. 8x10 PATIO 80 $a FT. MASONRY/FRAME WALL LEGEND S'-0® L UNA ON PLANS 15W HOT. VARIES 8' BLOCK WALL UN.O ON PLANS Il'-4' 5W- INTERIOR LOAD BRG. WALL UND. ON PLANS <<' INTERIOR O LOAD BRG, WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-S' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 o Ci c m A 8UDDIV. do IAT: ABBOTT PARK LOT #19 BLK #12 PHASE #4C PROJECT* 04181.04C-19121 MODEL& 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C ROLAM A ABOUCHACRA AA NO 93M , I DATTZ: 02/08/22 MCA=: 1/4"=1'-O" 8!lEET Al mm C DBL. TOP PLATE 0 m BAR DETAIL A SCALE:1/2'•1'-0' (2) LAYERS OF 5/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL. RIPS FOR SOLID NAILMG SECURE TREADS TO STRINGER WK3)M 3' SCREWS . F1A STRW.m UNTHREADED DHANC TO EXTEND BEYOND THIC104EDS OF SUB -FLOOR SHEATHW. ZZ, C 42' H. IR WALL W/ / CAP / 9/4• KICK I'MA s PLATE STOR. / / j / 2X4 ATTACHED W/ ROd MASONRY NAILS . 2X4 P.T. SLEEPER INTO SLAB WITHIN D' OF EACH END, 32' OO. MAX WOWNT. BEAD OF SUB -FLOOR ADHESIVE PL-400 OR DIMILAFQ • RA HORIZONTAL RUN 2 X 4 RE-INFOFdCMG . EA. 2 x 12 STRINGER SECURE Wn2d 4'-D' OL. 42' HIGH HALF WALL W/ CAP 5'-0' 3/4' TOG WO FLOOR GLUED 4 SCREWED PER FASTENER SCFIEDULE LAUN. 4 3/4' PRE -EN=' R.00RM— SYSTEM (SEE FLOM RFAMWG SHEET) NOTE, STAIRS RISERS TO CONFORM TO FSCR TTH EDITION (2020) MIN. TREAD•N0' MAX. RISER-1 3/4' STAIR DATA: 9/W' MAX VARIATION M ISR i 152' RISERD/rOMADS ADJACENT TO EAG4 i4 TREADS • OTHER 3/S' MAX VARIATION W ANY 10'♦ V NOSINs RISERRIEAD HANDRAIL CIRCULAR CROSS SECTION CIA TO BE 1 1/4' •-1/4' OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MM. &' WIDE • NARROW END MIN II' WIDTH . 12' FROM NARROW END 34' MIN. HANDRAIL W.T. BSTAIR SECTION SCALE: 1/2'•I'-0' NOTE. -ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SUWACE AND ANY DOTITS PROTECTED ON THE ENCLOSED SIDE IWTH In' GYP" BOARDS. POCK W.T. THE CLEAR SPACE BETWEEN 1 112" THE HANDRAIL AND THE WALL MIN. SHALL 5E NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FE5CR R311.1.8.2 W/ 2X4 RE-MFORCING NOTE: HANDRAIL ENDS SHALL 5E RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF I4'1: 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LAR5EST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/5'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH 5ARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.5.1 / F.B.G. 2020 HANDRAIL SECTION HDR. DTL. D SCALE: 1/2 • I'-0' NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 04 m d 2sa F 6 O 9VH3IV Ae LATra ABBOTT PARK LOT #19 BLK #12 PHASE 4C PROJECT# 04181.04C-19121 MOD= 4EHB "2605-HAYDEN" GARAGE BVnKG: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C DAPS: 02/08/22 9CALE: 1/4"=1'-0" 9I== A 1 ALJ 3q'-A° L s 4.:!: o o�:!:!:!:!3:1:!:!:!:!.3ni!:!:•:%.�:•ao � o.:!:•::� ..�iol:!:�.•:t:!:!3: o a:❖:Lo 0• o ':� t:ll'11 I' •; � t•1'11 j o a. n. S ® �i 'o MI I o ,• �` / o �' oo!.❖.!ao i� 0;3�:!:!:!:!J:�lo':!3:1:!:!:lao SECOND FLOOR PLAN BGALE: 1/4 • 1'-0* 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.a tides Igngrou p.eom AA k. 0003325 F Ci � Q LS a a avBDIV. & M ABBOTT PARK LOT #19 BLK #12 PHASE #4C PROJECT# 04181.04C-19121 MODMU 4EHB "2605-HAYDEN" GARAGE OWING: RIGHT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C SHINGLE FYPON IS•X48' DECORATIVE SHUTTER OR ECMIVALENT 17'-4' 2ND FLR.1 ERG. HGT. b' RAISED BAND (TYP.), 2ND FIN. FLR 8'-0' ERG. HG71 _ ® ENTRY 4' RAISED BAND (TYP.) 0'-0' FIN. FLR., Il'-W 2ND FLR. 9'-4' 3/4' 2ND FLR. �, I I I i I I I I FIN. FLRABRG. HGT. _ —7 S'-0' GLG. HGT,A I TYP. I I I 0'-0' FIN. FLR, I I I ■■IIII,m■ ■■ FRONT ELEVATION-J SCALE, 1/4 . I'-0' TEXTURED FINISH REAR ELEVATION-J SCALE: 1/4 x V-0' TEXTURED FINISH 25'-4' BLDG. HGT -LAP SIDING AS _ A 5'-4 3/4' 2ND FIB GLG. HGT. A IT-4' 2ND F L R - BRGT. -4' 3/4' 2ND FLR I. FLR/BR's. HGT. ,gV-0' GLG. NGT. -- o0 OF FIN. FLR. AREAOFATTIC = 1585 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 1585/300 = 5,28 VENTI LOTION AREA X SO, INCHES PER FT.(144) = 760.8 SQ. IN, MIN. REQUIRED VENTILATION = .Sx 7603 IN UPPER PORTION OF ATTIC 380.4 SQ IN. OFF RIDGE VENTILATION AREA = 115 SO IN. PER VENT 380.4 /115 TOTAL#OF VENTS REQUIRED = 3.30783 TOTAL# OF VE NTS PROVIDED = 4 'AREA OF ATTIC IS THE PERIMITER Of THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 1/2' TRICK 2 COAT CEMENT RASTER APPLIED DIIGECTLY TO MASONRY 4'"' GALV. 'L'-TYPE N R-ASHG SET M ROOFING CEh1ENT — FEERSA ABB SHMLES WAMDERLAYPIENNT AS PER FBCR SYP PT LEDGER W/ eBD.11 ROOFSFIEATHMG 7FNCIPE88\N,�ff2X& 1/2'xb' TI.IREADED ROD 32' AS MR SWEET SNL SECURED PER O.C, 4 WITHN 6' d' EACH FASTENER SCHEDULE END MAX SET N 891PSON SMIPBON LBU-76 , HIGN STRENGTH EXPDXY 3ND PRL R L (PER ELEVI \\Kim W MN EMM= 2.6 STP RAFTERS OR ROOF ELOPE PER --- I ELEVATION 2X6 Sl'P Pr LEDGER 81/ MIN. T/16. O66 SHEATHNG I/2'x8' TFREA�DED ROD GUSSET TO BE BE011GED TO 32' OG. 4 WITHN W OF 2X6 MEPOERS W7 Aid NAILS EACH END MAX SET IN 3. or, • PERIETER I'-4' SIMPSON HIGH STRENGTH GRIP 5CH LUO-26 UV (41 10d. 2 -0, EXPDXY 6' MN EMBED. TO LEDGER FN O (2) I0d'. TO 2.6 JOIST cwwNEl_ FOR SOFFIT OVERHANG DETAIL ENGINEERED WOOD TRUSSES • 24' Or- BIEMIT SHOP DRAWRIGB SEALED BY PROFESBICNAL ENGINEER FOR RENEW AND COMMENTS PLYWOOD SHEATHING SEE SrRdGTURAL 1N W T. - ROOFNG AND FLASHING UV DRIP TRIM 6TR.M AND ANCIIOFB EDGE PER MPFR. WARRANTEE !EE STRIeTwµ. REQUIREMENTS WRAP FASCIA WITH BREAK METAL MASCSNW 001 man b0, 2x6 WOOD FASCIA SEE STRUCTURAL FOR FASTENERS YBNTED SORIT F" ATTIC CALC'8 V2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND FLR UNDOW PER PLAN RAKE SOFFIT DETAIL B SCALE: V2 • I'-0' 1441 N, RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 wwwabdesigngroup.com AA 8: 0003325 A m ' C F �+ _ AMID BueDLV. Ae LNOT ABBOTT PARK LOT #19 BLK #12 PHASE #4C PROJECT# 04181.04C-19121 MODEL. 4EHB "2605-HAYDEN" GARAGE 9WD;G: RIGHT PAGE: FRONT & REAR ELEVATION "J" 160 MPH EXP. C D � 02/08/22 8CALM: 1/4"=1'-0" 9IiEET A3J Il'-4' 2ND FLR._. BRn HGf.'o V-4 3/4' 2ND FLR. �, FIN.. FLRJB�THGTHG ''-0' GLG. 0'-0' FI�_ ll'-4' 2ND BRG.----- V-4 3/4' 2ND FLR. FIN. FLR 8'-0' BRG. NGT� --- • ENTRY 0'-0' FIN. FLR.4, LEFT ELEVATION-J 'GALE: 1/4 • I'-0' TEXTURED FINISH RIGHT ELEVATION-J SCALE: 1/4 - 1'-0' TEXTURED FINISH 2ND FLR. BRCS. HGT. ^$ l-4 3/4' 2ND FLR FIN. FLRJBRG. NGT. WT. • ENTRY 0'-0' FIN. FLR BRG . Illg 2ND FLR. ----- LV-4 3/4' 2ND FLR ��FIN. FLR ------�8'-0' r-LG. HGT. ----_—_ o0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774 6078 FAK 407-774-4078 www.abdesigngroup.com AA B: 0003326 S 9OU13DIV. & LAT ABBOTT PARK LOT #19 BLK #12 PHASE #41C PROJECT* 04181.04C-19121 MOOMI1 4EHB "2605-HAYDEN" GARAGE INWING: RIGHT PAGE: RIGHT & LEFT ELEVATION "J" 160 MPH EXP. C DAPS" 02/08/22 BCA=: 1/4"=1'-0" SI;EET A4 J ELECTRICAL LEGEND SYM®OL DEFINITION NOTES 128V OUTLET 20 AMP W42LE POLE IIOV CUTLET IIOV CUTLET TO OF LET WII® TOO SWICUTTCH 110V OUTLET EDYIPED UWANNO PAIL NTERlP7ERRAMMM RESISTANT TTPU 220V OUTLET (4) WIRE CONACTICN PAUL 1 OCUTLEETT7EN•R°°P NIII�RUnm SWITCH SIWITCH 3-WAY OPER W4 S MTC14 4-WAY OPER. WALL MCINIED LIGHT CEILING Lr64T © LED CLG LIGHT ©vF- LED VAPOR PROOF Law O Vfl VAPOR PROOF LIGHT OMCEBE® CAN ® VENT. FAN I CRM PER SOL PT. VENT. FAN WM1G4R I---- V POcruaE rePL Teo DT BUILDER) T U.RAP ® IFYECE�EP) ARDI R9JIORESCENT 2MS caLlpk-AI�C4ETrNr� AROMD��'� ]• 3' M1UOREaCENT 4'FLUOREECENT 1-� 66A 4' TRACK LUNT 0 PANEL. METER • SD. aMTOKE pCTECTOR Sun. eA0[LIP Tt WILL MCW7ED l AMA&Mdr- 1w 1 ammm DETECTOR WLtlA�I0e CAIlM MIONOXI OCIff Di7tC70R CQ'� SNTT. SAGC•NP W cTED SNAIL aE A DISTANCE OF NOT LEA TWIN 4' FROM Uj4LL PNDANT LIGHT NATURAL GAa OUTLET TEUDN" JACK U34 ULATER HEATER r ITION aEyAa= DIaCOWNCT , Ius AIR -ITIONNQ AM! ON F�N TELEVISION JACK CEILNO EOX RedU O TO a SUTORN W ACCORDANCEI" J-BCOc OOX I gb MAID POIR mepmllct CE f0 OE a "ANMCW EO N CELNG FAN.LK/4T BOX MARI=A D SUCH MA1R4E0 b OUCH N' R A�4 24• ICINDROC✓01T LIGHT STRIP eeeeee 36, NCMP156cwT LIGHT STRIP nnnnonnnn b, INCANDESCENT LIGHT STRIP ROOD LIGHT KP OPT. SECURITY KEYPAD PUk maw -BUTTON ItlR f.Nll'ES us0 PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TO OE VERIFIED • HOMEO"R PRE -CONSTRICTION mum • ALL la 4 20 AMP ORANCH CIRCUITS TO OE ARC FAULT PROTECTED PER ELECTRICAL. PROVISIONS OF FOCK TTH EDITION r2020) NEC IMM 20n EDITION. 4 • M AMP DEDICATED LAUNDRY CIRCUIT. • GPI . ISLAND (NOT ON KITCHBl CIRCUIT) • DIaMUASMIt DISCIXNECT TO BE LOCKOUT IN PANEL • OATMROOM 004AUaT PAN TO HAVE MR CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MBOT9 PLGR'T1'H EDmON c2mM) • LAUNDRY ROOM AND DId4LbiER RECEPTACLE SHALL 50 GRd3D FAILT CIRCUIT-NilletllPTER PROTECTION FOR PERSONNEL ON FEEDERS • wRNG METHOD a4L4.L OE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBGR TTH ED Qd= • ALL IUORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FOQR TTH ED (JOM). • TS1 OF LR mft kmT CE SELECTED I E}FlCIB4T 7TPE PER ENERMY IM&C. ENCY) 2020. Uh EDITION R4041 PATIO --- — � I ROOM I I ROOM — F' PAN N LG FAN I I � GFI L SWITCH IN �L - I CABINET i I I I GFI /TO 2ND FL. OUTLET I i -,,.—OUTLET FOR / SWITCH FOR VENT I RHEA I OR MICRO O 11 :III � ) 11 I PAN. ===�e-T 1 1 1 GFI - 44' —CFI qr: g® ,---- AFF. F - 1 / I FM III L� �J III PRE -WIRED / FOYER CLG FAN III ) III I 1 1 1 PORCH F-'m mmm' � 11 KEYLESS FIXTURE GPI ll GARAGE @9 DOOR FIREWIRE GARAGE /BOLLARD AS REQ. PER BLDG. CODE --------------- COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALER 1/4' . 1'-0' L I LED LIGHTING C SINGLE LAV. BATH -2 FIELD VERIFY LOC. IRRIGATION 150 AMP ELECTRICAL RISER OUTLET • 48' A.F.F. NOT TO SC," GEHERAL NOTES, A. ELECTRICAL MATERIAL$ AND INSTALLATIONS SHALL COMPLY W M ELECTRICAL PROVISIONS OF THE PE 1y.CS-4 p T1�(�,BjT1 ( L1I1�L� LOCAL CODE$, AND ALL LOCAL POMM COMPANY REiUIREI•IENTS, IL ALL CONDUCTORS SHALL BE TYPE TMHN MW WLESS NOTED OTHERWISE. PROVIDE ISO AMP, 1210/140 VOLT, I PHASE SECONDARY: ELECTRICAL SERVICE. PROVIDE 3 m COPPER cow N 1.1/2" DIA SCAUXLE SO PVC CONDUIT OR PROVIDE 3 J/0 ALUMINUM CAL) N 2" DIA SCHOOL" SO P/C CO)DWT UNLESS SERVICE IS PROVIDED 15Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE "AS M THIN • PS CU N ND 2' CONDUIT OR 3 WO AL, TUN. w CU N 2- CONDUIT OR 2A$ AI_ LEIS (CONDUIT TO TERMINATE ABOVE SOMT . OVBRHNY COMDNATIM SERVICE 01800nNECT SWITCH AND IDD AI'1P OOA40 VOLT n ELECTRIC METER N o f NEMA 3R ENCLOSURE nPN PANEL OOA/!P TELEP400 aoavlee DaxE TTA.T!VIa1CN NTRHCS awreRNT SERVICE ENTRANOS ElAU2,'RNr F STMERTE OD VOLTAGCONNECTIONS 1 .4 CU SERVICE GROIND CaI ECTED TO CONCRETE ENCASED POWER STEEL PER ELECTRICAL PROVISIONS OF THE ieCR TTH EDITION [2d101 SAD" DIA X S FT LONG COPPER CLAD GROUND ROD i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 48078 FAX 407-7744078 www.abdosigngroup.com AA N: 0003326 �s% — S e Q ac79OR & LOT ABBOTT PARK LOT #19 BLK #12 PHASE #4C PROJECT► 04181.04C-19121 •tons:": 4EHB "2605-HAYDEN" GARAGE DWrKG: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C D � 02/08/22 SCALE: 1/4"=1•-0" aFIEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e 128Y OUTLET 20 AMP 04LE POLE IIOY OUTLET IIOV OUTLET V2 OF OUTLET URED TO SWrrO4 GFf 110Y OUTLET SCUff-W UC000 PAU- INTER1PTEIR (TAMPER RFMTANT TYPE) 220V OUTLET (4) U FA CONNECTION ILp EXT. WATERPROOF GROUND FAULT GPI OUTLET MTEIRROnm BWItGH SWITCH 3-WAY OPER W4 SWITCH 4-WAY OFER. WALL MONIED LIWT CEILING LKa14T © LED CLG LnNT Ovf- LED VAPOR PROOF L4W @ yP VAPOR PROOF LWr @ RECESSED CAN eVENT. FAN I CAM PER SO. F7. VENT. FAN IIWLIONIi I CRM PER SG, FT. VAN L T NMUIoE (SPEC'S TOD DT SUILOM FLUORESCENT UN U.RAP ® (RECE) AROUND AR R-UOLRESCENT 2-15ULS WRAP CBUI;ETI"P171 AROUND.{ 2' RJJOIRBSCMNT 4' FLUORESCENT p CCi7 4' TRACK LIGHT PANEL METER 0 S,p- erloKE DETECTOR DATT MAD41P WALL MOUNTED DATT, DAOC-UP SD. SMOKE DETECTOR WILL ® smom CAPDON DE78GTCR MATT. MACK-UP W( H682 CTED $)� COM00 SHALL ME A DISTANCE CF NOT LEGS THEN 4' FROM WALL PENDANT LIGHT NATURAL OAS OUTLET ► TELEPHONE JACK INN WATER HEATER rO ME ELEVATED DMCC NEGT AIR CCNOITIONNO To SEE E' ox ' DISCONNECT MLEVBICN JACK CEILING COX REG2U TO ME SUPPORTED N O J-DOK M ACCORDANCE LW FOR CE Mr. amREQUIRED TO ME SUPPORTED M CEILMO PANA.IWT ACCORDANCE UV SOX MARKED AS MK34 FOR warECTION Rp�4 24• MCANDESONT LIGHT STRIP SS' MCANDINCENT Qrmrmg LWT STRIP nnnnnnnn 0 4S' INCANDESCENT LIGHT STRIP FLOOD LIGHT KP OPT. SECURITY KEYPAD • PA PUSH-WTTON FORCNSES USM POW • LOCATION OF TV.JAC" 4 PHONE OUTLETS.4 FANS TO SE YERIPIED • HOMEOWNER PURE -CONSTRUCTION MEETING. • ALL IS 4 20 AMP PRA NCH CIRCUITS TO DE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF �R TTYEDITION f2020) NEG 210y EDITION. 1 j0M • 20 AMP DEDICATED LAUNDRY CIRCUT. • GFI • ISLAND (NOT ON KITCHEN CIR=lT) • DISUIIWASNER DISCONNECT TO BE LOCKOUT IN PANEL • SATHROOM EXHAUST PAN TO HAVE MIN. CAPACRY OP 50 CPM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MSwi FSCR -ITFI EDITION (2020). • LAUNDRY ROOM AND DISI#WASNER RECEPTACLE SHALL DE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSdYNOL ON FEEDERS • WTRWY METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS O= FBOR 'IT14 ED C10202 • ALL UVRK TO COMPLY W TH ELECTRICAL PIRONSIONS OF THE FB(JR TTH m (2B2m). • ALL LAMPS SHALL ME SELECTED BY MUILDER AID 781t OU LIGi4TING MUST BE ENERGY EFPiGIBJi TYPE PER NBC. ENERGY CCN SERVATW2N (RE&DENTIAL CbMW Y EFFICIETICY) 2020. 7Nh EDITION RA04) ---------- SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' - 1'-0' 9 • I i LED LIGHTING @ DOUBLE LAV. BATH M LED LIGHTING @ DOUBLE LAV. BATH 03 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,8078 FAX- 407-7744078 wwwa bdeslgngroup.rom L AA #: 0003325 A h Tm TTx4"I 1 C A 3 atmDrv. & LOT ABBOTT PARK LOT #19 BLK #12 PHASE #4C PROJECT+ 04181.04C-19121 mcDEL- 4EHB "2605-HAYDEN" GARAGE BANG: RIGHT PAGE: SECOND FLOOR ELECTRICAj PLAN 160 MPH EXP ROLAM a ABOUCHACRA L AR NO W723 A DA 02/05/22 8CAL•E: 1/4"=1'-0" SHEET E2 Ii l - - - - - - - - - - J SECOND FLOOR PLUMBING PLAN SCALE: 1/4 . 1'-0' FIRST FLOOR PLUMBING PLAN SCALE: 1/4 • 1'-0' LAY VTR MAIN PLUMBING RISER DIAGRAM M N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 Aq a e �o 1'OuNrv. & LOT. ABBOTT PARK LOT #19 BLK #12 PHASE 4C PROJECT# 04181.04C-19121 8[ODEL• 4 E H B "2605-HAYDEN" GARAGE 9VRNG: RIGHT PAGE: PLUMBING PLANS 160 MPH EXP. C 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 AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-W 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, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2O2O) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2O2O) MECHANICAL CODE 603.1 7. BATHROOMS CONTAINING BATHTUBS, SHOUTERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2O2O) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 5. 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 MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2O2O) 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. FANTEC44 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBO4TS. ATTIC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE • RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL ALL H AVAC TO HAVE PROPER PANS W/ DRAINS O O EXTERIOR WALL PLEN M y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CONK. CONDENSER W/ (2)-3)I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP y OR EQUAL AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO UNIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4• CONCRETE SLAB 18XI 1/4' SHT. MTL. SCREWS T REFRIGERANT LINES TO CONDENSER UNIT PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD IN AN APROVED DRAIN, ) PER FBCR lTH EDITION (2020) NOTE: MAIN COND. DRAIN 3/4' pIA. MECHANICAL BLDG. CODE SECTION 3012A OVER HEAD • 12' FROM STRUCTURE HVAC DRAINS SCARIATEp NICKEL PIN, FLOOR BRONZE FL. PL. � � OR WALL COUNTERSUNK G.O. PLUG .. --SEE SPEC. BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.VG OPTI/SPEC FLOOR SLAB CLEAN -OUT (T FIN. GRADE OR PAVING 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYPN ) ----------I I I I I DSIM 14' FROM I 1t O�m S/AI C FROM -- I (I�-------+—ABOVE --------- I II r3 I II 12X12 �ixEi ASS 1I ITHRU )O 5I-------------- -------- I 'I I I I I I ITC EN `'U ITT I 16 M0 1 12XS 8XX4. S' S/A FIVZM ABOVE 9xs// - FLEX III -a III FOYER III III I PORCQL�l Ell I FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 . 1'-0' C 0 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 www.al>designgroup.com AA N: 0003326 aq H ro e a rr c 14 [PROJUCT# uil to TAT ABBOTT PARK LOT #19 BLK #12 PHASE 4 04181.04C-19121 "oDsr,: 4EHB "2605-HAYDEN" GARAGE Ill RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C r DATETZ: // 08 22 • 02 aCALE: 1/4"=1'-0" Ill M1 SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 " I'-m' d N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774,6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 i^ Ci La cis NMI 3 9v135I7. a< LOT ABBOTT PARK LOT #19 BLK #12 PHASE #4C PROJECT# 04181.04C-19121 MOVEic 4EHB "2605—HAYDEN" GARAGE DWMG: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C ,ROIW ?,tCRA DAPS: 02/08/22 SCALE: 1/4"=1'-0" a*== 2 ■. p_�{ 2X4 TOP PLATE PLAN Y PRE-FAB TRUSS V2' CLG. BOARD 1/2' DRYWALL ­­­ SECURE BT.—� 2X4 WOOD PLATE TO SLAB \ STUDS 024' W/ 10d MASONRY \ O.G. NAIL 32' O.C. MAX SLAB FIN. FLR ITIONS SUPPORTING HUNG PLUMBING RES AND WALL 'LETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE (I)TYP. INT. WALL (NON—BRG.) D1 SCALE: 3/4'.i'-C' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSSTTOYI MTL. DRIP EDGE 2x FASCIA PERELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR l 5/8, GYPSUM BI OR 1/2• HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS r REFERENCE STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' OG. 8' CMU 1/2' GYP. WL. BD. - WOOD BASE — n W/ WINDOW OPENING n W VIA SLEEVE, DO NOT CUT REDAR PE BOND BENT O NOT CUT SOLID cdq= THE BOND WI/ (U- 'S BEAM (V C40UME - RMAI S A PIPE THROUGH BOND BEAM D1 SCALE, 3/4'.r-C' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND )60S.5.1. TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.I'-0 UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM P226 TYPE it OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. M MR SAS LW! feL2. 2B GAS LINE THRU BLOCK D1 GCALb w'.r.Ar FIBEI8GLA98 SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI 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 0'-0' FIN. FLR 8' CMU 9' VW THICK 2 COAT - PORn.AND cm -ow PLASTER APPLIED DIRECTLT TO MASONRY APPROVAL RM VeRTKAL RACK COINER DEAD e' cm WE STRUCTURAL FOR L! P.T. LW ATTACHED TO PILL CSLL AS PER APPROVAL EEO, SEALANT. BACKER ROD WEATHER STRIP MOLLLDNO ALL ARCLND (BY DOCK MANlV OVERHEAD DOOR (7� GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' —2X4 SPF 24' 04% MAX. — SECURE W/ (2) 12cl NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES ^PER STRUCTURAL DETAILS-- 8TIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS — CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR NSULATION R-VALUES i,PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-41 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24. O.G. 1/2, GYP. WL. BD. - WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905JJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET ON]. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU a ° ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN A ACCORDANCE WITH FBCR 2020 A 4 'ITH EDITION, SECTION R301.13 AND 16095.1. ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: 6 1—STORY GABLE BLOCK WALL METHOD TO BE USED FOR THE INSTALLATION OF ROOF D1 SCALE' 3/4'-I'-®' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 7TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04e*S TYPE ill OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.com AA N: 0003326 lie, gs� N W L 0 S EVHDI\I. Ae LflT: ABBOTT PARK LOT #19 BLK #12 PHASE #4C 04181.04C-19121 MODEL: 4EHB "2605-HAYDEN" GAP_*ME 8WMG: RIGHT PAGE: DETAILS 160 MPH EXP. C DATE: 02/08/22 SCALE: 1/4"=1'- 0" sltz= D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 9®S.I.I. AS PER F13CR SM.U. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNL SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. EP R PRE-ENG WD.TRUSS_ 24' O.C. MAX. 4 LEVATION 24' O.C. MAX. METAL DRIP EDGE METAL DRIP EDGE — GATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY CALLS FOR VALUES / 47 VENO.H. TED 5/8' GYPSUM BOARD 2x FASCIA PER- ELEVATIONS SOFFIT TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED REFERENCE I I Ix2 FIRE -STOP SOFFIT STRUCTURAL -4.1INSUL. REFERENCE STRUCTURAL w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 3/4' T 4 G SUBFLOOR 1/2' THICK, 2 COAT E GLUED AND NAILED 1/2' THICK, 2 COAT—'— PORTLAND CEMENT � j AS PER NAILING SCHEDULE POR7LAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY „��, R MASONRY 1X2 FIRE -STOP LEVATION IX2 FIRE -STOP --- SEE STRUCTURAL SEE STRUCTURAL— R LEVAT ON 5/8' GYPSUM BOARD OR 1/2, HIGH STRENGTH CLG. BOARD _ _ R _ LEVATION In FIRE -STOP IX2 R-4.1INSUL. w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL O.N. w 15ATT INSULATION REFER TO ENERGY CALC8 FOR VALUES 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP R-4.1 INSUL 3/4' T 4 G 5UBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R LEVATION R LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. 1/2' THICK, 2 GOAT 1/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' O.C. PLASTER APPLIED STRIPS a 24' O.G. MASONRY 8' CMU DIRECTLY TO 8' CMU MASONRY FF 1/2' GYP. WL. BD. 1/2' GYP. WL. BD. WOOD BASE IX2 FIRE -STOP WOOD BASE W FIRE-STOP—� c a. e. E - ~ �,stp,OE L n W/ WINDOW OPENING�WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4'•I'-V' 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774-607FAX 407-774-40www.abdesigngroup AA A: 0003325 h a R 0 a � ati C 1 .) stmmv a. t.o'r ABBOTT PARK LOT #19 BLK #12 PHASE #4C [P]FtOJECT# 04181.04C-19121 MODEzg 4EHB "2605— HAYDEN" GAP —%GE 8WING: RIGHT PAGE: DETAILS 160 MPH EXP. C E lcc '-0" la-- 2X6 P.T. " CENTER OF DOOR HEADER SECURED IW (U 1/2' X 6' J-BOLT W/ 4' MN. EMBEDMENT W/ 2' X 2' X Va' 'WASHER 4 NUT OR W( (2) V2' X a• ANC14OR BOLTS Ulf 2' X 2' X Va' WASHER 4 NIUT B 0 SECURE 2.4 70 BLK LW V4'TARCON6 9 Im I I/Y EMBED, a' OL, 4' END [DIST, 1 1/2, EDGE DIST. D W (6) V2' X 6' J-BOLR 2X6 GARAGE DOOR S"WITHIN BOLTS, W) 4' MN. B'IB' x 2' X Va' WASHER 4 6' OF TOP, (1) WITHIN 6,O (3) EVENT SPR R R NOTES: ALL ANCHORS SHALL BE N AC40RDAW A TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WERE BNGH NaT1H1GTie Na A MOGP ATRNGFNT GARAGE DOOR BUCK ATTACHMENT 3 see w--rw 3 4" BUCK CONNECTION 2 T BLK DETAIL 2X4:® SECURE TO BLOCK W/ 3/16' TAPC046 (MN. SHANK 612E 14D MN HEAD SIZE 300 MN EMBEDMENT 1149 WITHIN a' OF EACH END 4 IV OIC, MAX 6PAC 40L 2X6.® SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. GWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1149 WITHIN 6' OF EACH END 4 B' OG. MAX SPACING. 2xm cm SECURE TO BLOCK WK2) 3/16' TAPO" (MN 6HANK SIZE J40 MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHINV OP EACH END 4 10' O.C. MAX SPACING.— NOTE. 8HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') 1A [��.I:LDZIUALL 'MU L TO BE POURED ID W/ 2300 PSI CRETE REKORCED W/ (1) % VERTICALLY PX4' P.T. NAILER VI6'0". X 4'MN —DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MMAFACTURES DETAILS, DOOR JAMB 3 TO. BLK DETAIL 2X4. I>0 2X4: ® 2X4. M SECURE TO BLOCK UV SECURE TO BLOCK SECURE TO BLOCK W 3/16' TAPCONS MN W/3/16' TAPCONS (MN VW TAPCONS (MN SHAW SIZE 346 MN SHANK SIZE J49 MN SHANK SIZE .IN MN HEAD SIZE 3" HEAD SIZE "M HEAD SIZE 3" M MN EMISEDNT I V49 MN EMBEDMENT 1 1/4) EMBEDMEN`MN EMBEDMENT 1 1/49 WITHIN 6' OF EACH WITHIN 6' Cr EACH WITNN 6' OF EACH END 4 ID' O.C. MAX END 4 IS' O.G. MAX END 4 IV O.C. MAX SPACING. SPACIMYs. SPACING. 2X6: ® 2X6: ® 2X6: SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W(2) 3A6' TAPCONS W/(2) 3A6' TAF CONS WK2) I/4' TAPCONS MIN. MN SHANK SIZE J45 MIN. SHANK SIZE J46 SHANK SIZE J45 MN MIN. HEAD SIZE .300 MN HEAD SIZE 300 HEAD 61ZF 300 MIN V CMU MN EMBEDMENT 1 V49 _LFMIN. EMBEDMENT 1 V4.1 EMBEDMENT 1 1/49 WITHIN 6' OF EACH END a' cm WITHIN a' OF EACH END a' CMIU WITHIN 6' OF EACH END I/!' DRYWALL �� DRYS-- 4 16' OG. MAX SPACING. 4 ID' O.C. MAX SPACING1/2' DRYWALL SPACING. 1/2' IS. Or. MAX SPA SEC2P.T. OR D/4'4' MIN. IRE THRI FRAME CING. 8 Ecmu Ix4 4 I'X4' 2XB. ® ® 2X8. 2Xb IR• DRYWALL EMEND 1.114' INTO P.T. NAILER SECURE TO BLOCK I'X4SECURE TO BLOCK ❑ 17c4' SECUI� TO BLOCK I'X4' BLOCK W/ 3/16' W/(2) 3/16• TAPCONS PT. NAILER WK2) 3/16' TAPCONS P.T. NAILER WAV VW TAPO" P.T. NAILER TAPCONS DOOR CASIMG MN SHANK SIZE J4S 1116' OSJ9. X 4' MIN. (MN SHANK SIZE J4D DOOR CASM (MIR SHANK SIZE .Wb (MIN. SHANK SIZE J46 MN HEAD SIZE 300 MN HEAD SIZE 3" MIN. HEAD $121 300 IAA 099. X 4' MN. MIN. HEAD SIZE 900 MN EMBEDMENT 1 V49 DOOR CASING MN EMBEDMENT 1 V4') MIK EMBEDMENT I V4') MN "ImoMENT 1-V4' WITNN 6' OF EACH END WITHIN 6' OF EACH END WITHIN V OF EACH END DOOR CASING WITHIN S' OF EACH END DOOR JAMB OR WINDOW 4 la' O.G. MAX 4 I6' OL. MAX 4 ID' OL. MAX 4 la' O.C. MAX SPACING ATTACH TO 2X PER BPACNG. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW a"'� DOOR JAMB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANFACIUREB DETAILS. MANUPACTURES DETAILS. NOTE, 6HM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" yWINDOW TO BLOCK +3/4" OR +5/4" 2X4, SECURE TO BLOCK W/ 346' TAPO" (MIN. SHARK SIZE 145 MN. HEAD SIZE 3W MIN. EMBEDMENT 1 1/4') WITHIN a' OF EACH END 4 B' OC, MAX SPACING. 2X6, m SECURE TO BLOCK WK2) 3/16' TAPO" MN SHANK SIZE 145 MN HEAD SIZE 340 MN EMBEDMENT 1 1/41) 8, CMU WITHIN VOF EACH END 4 16' = MAX SPACING. — I DRYWALL DOB, ® PX4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING (MN SHANK SIZE A4D MN NEAR SIZE 300 MN. EMBEDMENT 1 1/49 WITHIN WOF EACH END 4 IW O.C. MAX SPACING+' DOORJAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/44 DOOR JAMB TO BLOCK +1 1/2" y��D011 TO BLOCK +1 t/2" NOTE= 61 M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V47 DOOR JAMB TO BLOCK +1 15/16" n1fDdD01I TO BLOCK +1 15/16" 2X4. SECURE TO BLOCK W 346' TAPCON6 (MN SHANK SIZE J45 MN HEAD SIZE JIM MN EMBEDMENT 1 1/49 WITHIN a' OF EACH END 4 IV O.G. MAX SPACING. NOTE. STRUCTURAL 2X MUST BE 2)lb: ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) SA6' TAPCONS 3/16' TAPCON MIN. 1-1/4' MN SHANK SIZE .145 EMBEDM@Nr INTO BLOCK MN HEAD 81ZE 300 MN EMBEDMENT 1 1/4') WITNN a' OF EACH END 6' CMGU 4 m' O.C. MAX 6PACNG. IR' DRYWALL 2X6. ❑ SECURE TO BLOCK PX4' W/(2) 3/16' TAPCONS P.T. NAILER (MN SHANK SIZE .146 N MHEAD SIZE J500 DOOR CASING MN EMBEDMENT 1 1147 WITHIN V*- EACH END 110Ot:. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS NOTE= SHIM AS NEEDED TO PLUMED JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" /y 1fINDON TO BLOCK +2 1/4" NOTE= 6141M AS NEEDED TO PLUMS JAMS (DO NOT EXCEED V4.) DOOR JAMB TO BLOCK +3" a wrNnnw mn wrnrrr av" 2X4, SECURE TO BLOCK W/ SAW TAPCON5 MN. SHANK SIZE J49 MN HEAD SIZE 300 MIN. EMBEDMENT I V4 ) WITHIN a' OF EACH END 4 10' OG. MAX 6PACWG NOTE. STRUCTURAL 2X MUST BE 2X6. = ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCONB 3/16' TAPCON MN 1-114' MN SHANK SIZE 145 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN a' OF EACH END 6. cm 4 18' O.O. MAX SPACING. V2' DRYWALL 2X9. ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3/I6' TAPCONS (MN 6HANK SIZE.14E DOOR CASIMG MN HEAD SIZE 3" MIN. EMBEDMENT i V4') WITHIN V OF EACH END 4 IV O.G. MAX SPACING. NOTE; SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') 2ND 2X ECURE TO STRUCTURAL. MENDE.8 WK7)12d WITHIN a' OR EACH END 4 6' TO a' O.G MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILSS, DOOR JAMB TO BLOCK +3" F NOTE. SWIM AS NEEDED TO KU 15 JAMB (DO NOT EMCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" v 1/D=IDOA TO BLOCK +3 7/16" 2X4. SECURE TO BLOCK W/ 114' TAPCONS (MN SHANK SIZE .145 MIN. HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITNN E' OF EACH END 4 IVOr— MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 1/4' TAPCONS MN 3AV TAPCON MN I-V4' 94AW SIZE -45 MN M-`Il%EC>MFNIT INTO BLOCK HEAD SIZE 300 MN EMBEDMENT I VA') a' OF EACH END 6, CMWITHIN 4 16. OL. MAX SPACIMICa 1/J' DRYWALL 2X6. ® I'X4' SECURE TO BLOCK P.T. NAILER W/l2) V4' TAPCONS 1' P.T. X 4' MIN. MN 6HMK SIZE J45 MN HEAD SIZE AM MN EMBEDMENT 1 1149 DOOR CASNG WITHIN 6' OF EACH END 4 IV O.C. MAX SPACNCi DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" n lI1ND01► TO BLOCK +3 3/4" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA 4: 0003326 , L s KK c R i ecrHOrv. � LOT: ABBOTT PARK LOT #19 BLK #12 PHASE #4C PROJECT 04181.041-19121 MODEIA 4EHB "2605—HAYDEN" GARAGE 8WMG: RIGHT PAGE: DETAILS 160 MPH EXP. C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2022 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2022 1387I.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2022 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13972.12 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.4 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES Z020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 17676.26 MI WINDOWS&DOORS TWIN WINDOWS 35W TWIN SINGLE HUNG 2020FBCR 11/3/2025 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MIWINDOWS&DOORS SINGLEHUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353A MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2022 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 1S279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2026 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2022 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2022 23956.2 THERMA-TRU M. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2022 23956.S THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2022 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2022 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2020 FBCR 12/31/2072 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 30/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/32/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 29901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310-R2 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIOE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 FL 15272.2 R5 ALSIDE ALUANCE'T4' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 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 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/28/2022 44 /.i alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774.4078 www.a bdesigngrou p.00m AA #. 0003325 04 SEEN C � N O a 0V0DIV. /1 IOO'!! ABBOTT PARK LOT #19 BLK #12 PHASE #4C FMJXK T# 04181.04C-19121 11&oDDIs 4EHB "2605-HAYDENi. OAIu03aw Ig* RIGHT PAO= PRODUCT APPROVAL LISTING 160 MPH EXP. C II pA= 02/08/22 SOAI.Dt 1/4"=1'-0" ■2� 1J OLPOLD FYWO-FTA OL K1LD Nwlo . FT. A ]. CIQ'AN . PT. D a OWN FT.0 IF ZIP SHEATHING SYSTEM 19 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES OL FOLD FPIAIID - FT. A 2. CPEAME - FT. D POLO • N' OL FOLD NLLAIO . FT. A a CPMAW -rr.c 4 FOLD I.T. C Ovw f-T. D TILL M. C TOIGIE6 BOTTOM FLANT# 40 �d� DOTTO, 'L"tlE -.— T—. ZEAL POLO. QB tlQi cur. COAT CEMENT PLASTER IPPAME) N' 7 COAT 01INT M.AlTEP fc+,,, UM LAYER 4, FORTIFIOER ENILDW. PAPER PRAMS ow, UM LAYER % STUCCO UIRAPPRAMw Dl j (9) KIC KO UT DETAIL ov"t-NN��s.nG FLpArtlE, erOP a..'nRM'Q FRAME OR CMI • E,e WP.L FLAlMW [ r D M.P-,TILAlINFIo DETAIL) SOLDER DO 29NDT IEl- [SEND DR D1Tl OAO � /q AT DOTTO"1 Ol IGOr 1 uVY1 McR�,Ia,. FASCIA YIPAP SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFNIALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LATER #1, STUCCO WRAP) LURE LAYER 02 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR'1/1ro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX- 407-774.4078 www.abdosigngroup.com AA #: 0003326 pN Tili m 4 W i 00 L l9VHDIV. Ie IAgo T: ABBOTT PARK LOT #19 BILK #12 PHASE 4C PROJECT# 04181.04C-19121 MODELT 4EHB "2605-HAYDEN" GARAGE OWING. RIGHT PAOE WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE 02/08/22 SCALE: 1/4"=1'-0" 8FIEET WA.1 loawal�� DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDINCa PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -7/Iro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-84l-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH b' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT C TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / UTALL I 6' SELF ADHESIVE- FLASHNG (INSTALL PER MANUF. SPECS) EUILDING PAPER UNDER 'QUICK FLASH' �A VENT PENETRATION tl SCALE: N.TA. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC -. METER FIELD VERIFY LOCATION 42- i APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WfTH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ""' A -- '�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH R COAT LACsER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR ISOX INSTALLATION WRB LAYER 01, CR STUCO WAP •ems• HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JONTS AND INTERSECTIONS lAb, ZIP SHEATHINfs SYSTEM R (INSTALLED PER MANUF. SPECS-) O UJOOD SHEATHM .WRf3 LAYER -1,STUCCO WRAP -WRB LAYER 4, FORTIFIBER BUILDNG PAPER -METAL LATH wooPCONSTRJCTION-FFIINISTH 6 0,0000 D FASTEN TO WOOD STRUCTURAL MEMBER • 'I' Or- MAX e• cru 36' TON MID -WALL WEEP SCREED • LJ h� W WIDE STRIP SELF ADHESIVE FIASHINS., CLEAN MASONRY ISEFORE APPLYIW3 �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER W, STUCCO WRAP STEP #1 9 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 S' WRB LAYER "I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIRBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774.4078 www.abdesigngroup.com AA M: 0003326 CCC h ZS N Ru a NJ 'I In W 00 x F RK C 04181.04C-19121 MODELa 4EHB "2605—HAYDEN" GARAGE 8WING: RIGHT 1PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C IS A 02/0812z CAL C: 1/4"=1'-0" FIEET dV A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x 5T UCCO WOOD OR -1/16" ZIP WALL SHEATHINCs ELF -ADHESIVE FLASHING — — — — — � 2 1/2" - CORNER BEAD (FASTENER 4 SPACING B i' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C� BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX 407-774 4078 www.abdesigngtoup.com AA N: 0003326 W Ci 4 S is SVHDIV, & IAT ABBOTT PARK LOT #19 BLK #12 PHASE 4C PROJECT 04181.04C-19121 MODEU 4EHB "2605—HAYDEN" GARAGE SKIING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ROLMND A DRINT A 02/08/22 SCALE 1/4"=1'-0" SHEET WA3 WOOD OONSTRUOrIoN. BEYOND WOOD bNEATFIMG UZAriIER RESISTIVE BARRIER -1 / -' WEATHER RESISTIVE OxxNIRIER 4 UV6' RE'M SIDMG � / i' SELF-ADHERMG I FLA6HMG i' SELF-ADHERMG I FLASHIN4 r �\ i 0 WEATHER RESISTIVE STARTER STRIP Y \ \ BARRIER M LEATHER \ BARMERRESISTIVE f2H DNMG ER SHING. FLASHING. HASHING L _ ---' GALV'D METAL GALV'D METAL 'Z' FLASHMG 'Z' HASHING DO NOT CAULK OR W SM•0.1LATED— UIaOD TRIM MEMBER `\ CASING / IWYZIOD M MEMBER TR •� t. SEAL GAP W/OAA AtNd OR APPROVED SEALANT to SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION 9 NOTE: METAL LATH: LATH TO BE PER SECTION Ri03.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND ORAINACaE PLANE (U1RB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/16' ZIP WALL SHEATHINGS SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.a bd es Igngrou p.co m AA #: 0003325 F C 9VHDIV. h LOT ABBOTT PARK LOT #19 BLK #12 PHASE #4C PROJECT* 04181.04C-19121 MODEla 4EHB "2605— HAYDEN" GARAGE AWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ROaW A ABOUCHACRA L AR NO W723 A DAT " 02/08/22 SCALE: 1/4"=1'-0" siIEET WA4 AVAIAEWE SES I*01 MISIS. 4', T AND H V CARE SHCULD EE TAKEN IN KEEPING THE VENTPRCPERLY AUG NEM VENT PIPE IS SEAUED IF UTUZEM NAILIN PLACE SHORN IN F GALVANIZED USING H-HN' NAILS AT EACH CORNER, RCOFNG CEMENT PAWARATON S 1-0 EEAPPUEDTOALSHINGLEEDGESNEARTIE CUTER EOGE ANOARIXINDTHE ENTIRE PERIMETER AS CUT CUTTHEG0OSENECKVENTOFENNGINTHER00F SHEATHING. SIZE TIE OPENING INACCORDANCE WITH THE RECCM.AENDEDINSEVEREMATHERC096TAL .-AUCTION ZONES. CHART SHOAN.IN THE EVENTA MECHANICAL VENT FAN IS USED, S)ZE THE VENT CFENING IN ACCORDANCE WTH V ENT FAN NANUFACTURE'S PIPI NG CONNECTION INSTRUCTIONS, GONOTCUTINTOTRUSSESp RAFTERSWHENCUTTINGTHE CPEMNGINTHEROOF. FLEE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THATTHE WALING FLAN# OFTHE VENT LAYS FLATTO THE ROOF SHEATHING, SUDS THE TOP AND SIDE FLANGES OF THE VENTFL ANDS TOER MVENTFWNOES TOLAV dJ SHINGLE AilOOF I STHGI.ES. THE TOP OF THE 6HINIXES. f o ROOF HOOD VENT DETAIL SCALE. NTS CUT HCUSEWRAP AT 4S' ANGLE MODIFIED 'I- CUT N HOUSEVIRAP LINE OF WINDOW - OPENING TEMPO FOLD-U HOUSIN TUCK R At HEM FOLD MAT. APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL SLID, STEP 1 INSTALL b` SELF -ADHERING FLASHING OVER VINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE INSTALL S'— WLF-ADHERING FLASHING OVER NAILING FLAGE JAMES INSTALL ANTI. CAP EMEND FLMN / )'BELOW SILL \7/\ FLEXIBLE FLANKING DO NOT SEAL BOTTOM —� FIN STEP 6 ASPHALT PLASTIC CEMENT MOLDED MOUND BASE OF PWEANDCVERFANGE ALIGN FLASHING W/ INT. EDGE OF SILL RC MECHANIGALLT FASTEN FANNED EDA' S.(CAP NAILS, STAPLES) INSTALL OUPONT FLOG RAP AS TN FLASHING AT THE FOLD HOUBEWRAP DOWN N TAPE DIAGONAL CUT ACROSS HEAR OF WINDOW MIN 1ALT S ATURAT ED FELT E PLUMBING VENT DETAILS SCALE: NTB INSTALL- •' WIDE ADHESIVE BACKED FLEXIBLE R A8HHEICs MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP Lw ST-2i of EQIM STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SC,4LE: NTS STEP 9 OVER JOINT 36' CODE VALLEY 5(pt ORER HEAVIMER FEU FELT UNDERIAYMENT A6PHALT CEMENT RA FA$TNERS IN OF SHINCiE EXTEND END SHINGLE AT LEAET H2' BEYOND VALLEY CENTERLNE LIPPED OFF CRNERATIBDEGREE, --- MOM �. FROA VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE: NTS APPLY 081 H2 (O EOUAW SEALANTW WINDOW/CrAI JOINT. FLUID APPLIED FLASHING (LMNDO WHITE -SEAL RC -BIN OR E—ALA SLOPE SILL TO EX I. ITT116 THE CONTACTORS RESPGNSIDILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLImMG HOUSEWRAR SEALANTS (SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRICTION. 2. "TALL ALL MATERIALS PER MANWACTWRERS WRITTEN SPECIFICATIONS W9SINkOW SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE NOTE: CLEAN AND SEAL JAM TO SILL JOINTS WITH DOW IIIA FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WMDOUIS WITH EVIDENCE OF WATER INTRUSION 15ELH7W THE WINDOW OPENWG NOTE, SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT I. IT 18 THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANM W SELF -ADHERING R-40MMG MATERIALS USED DURING CONSTRUCTION. 2. FLASHING AT EXTERIOR WINDOWS AND DOOR CIPENINGB SHALL BE INSTALLED IN ACCORDANCE WITH MAMPACTURER'S INSTALLATION INBTRI=10NS AND APPROVED METHOD U OF FBC R'IlBA U IN ACCORDANCE WITH FENESTRATION MAAIPACTURERS INSTALLATION AND FLASHING INSTRICTIONS, i ARNINIS, SEALANTS MAY REACT ADVERSELY P NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 www.abd" gngrouP.com AA $: GGG3326 � m J U S � a N6- 9UBDM & LAY. ABBOTT PARK HAT #19 BLK #12 PHASE #4C PROJECT# 04181.04C-19121 MODEL. 4EHB "2605-HAYDEN" GARAGE STYINTO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C I_0 DRAT�E, 02/08/22 9CAL.E: 1/4"= V -0" SHEET WA5 a -----------------------------------�--------i \ - .---------------> -->': I 2x6 SUB-BANb W/I'x4' NOTCH �/--�/--- /------�------�--- - --}-` ; END, WRAPPED IN / %I METAL FASCIA WRAP i . PEEL 4 STICK _ t EDGE 1� F /8" 4 1/8' TEXTURED l FINISH a WOOD I 2X8 SUB BAND � 1 I/811 .+ 1/2' TEXTURED �\ FINISH o CMU j METAL FASCIA j + WRAP Ye' FROM ©PLAN E3 l \ ; 1 STUCCO, I' FROM ---------------- - - -';,.° %; WOOD WALL / \\ r %EXTERIOR WALL \� (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 \� \\\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ �\ FOR CLARITY \` \ ROOF DECK (BEYOND) \\\ DRIP EDGE, I' OFF WALL \ NOT INTO STUCCO) - )1/6' TEXTURED FINISH 9 / WOOD, 1/2' TEXTURED / FINISH ,a CMU .2x6 SUB -BAND W/I'x4' NOTCH @ END, WRAPPED IN PEEL 4 STICK 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED METAL FASCIA WRAP I' OFF NOTE: WOOD WALL. SUB BAND 2' IF ZIP SHEATHING SYSTEM 15 INSTALLED, OFF WOOD WALL PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES SUB BAND DETAIL ® WALL x --�� x x x' FRAME OR CMU FELT 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/05'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT tv ROOF EDGE OMITTED FOR CLARITY x x x x x x x x x x 5 IIxxxxxx ..:. 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 .: FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT a x x x x x x x x x x x x x WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x ' FELT PAPER W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4' -0. x x x x x x x x x x DRIP EDGE SCABBED TO TRU55 x x x x x x x x W/12d NAILS i6'-S' x x x x x (REFERENCE POINT O.G. MAX. ONLY FOR WALL OFF SET OF COMPONENTS) 2x SUB -BAND W/Wx4' NOTCH 0 END METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP W/1�'x4' NOTCH sD ® FLAN PEELWRAPPKIN DRIP EDGE EXTERIOR WALL -ROOF CEMENT (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL (9) WALL CLARITY W/KICK—OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 S sVHa— k LOT ABBOTT PARK LOT #19 BLK #12 PHASE 4C PROJECT 04181.041-19121 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C J ISs ATIL. 02/08/22 CALE: 1/4"=1"-0" FEET A 6 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + 0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 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. 11.13INDICATES #5 BAR, EIINDICATES #6 BAR,MNDICATES #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 =36-1, 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 TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Fm = 2,000 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 i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 616 W 1.4~.4 OVER GENERAL 3 1(2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-1208 12" CONTINUOUS 19, - (2)#5's FM-t6x18 16" CONTINUOUS 1S, - (1 W5 $ (+01.-0' FM-20x18 20" CONTINUOUS lei - (2)#6s (+)0".0' FMC-16x18 16" CONTINUOUS 181, - ( s - VARIES CW-12xl2 17, SEE PLAN 12' - ( s CWC-1202 17' SEE PLAN 12' - 's - VARIES F-24x24 24" 24" 12' (1 s (2) s (+)0"-0" TEA all SEEPLAN 8" - (1) #5's - 0„-0,. FOUNDATION PLAN SCALE: 1/4" = V-0" U N. RONALD REAGAN BI LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 H sUBDIV. & LOOT ABBOTT PARK LOT #19 BLK #12 PHASE #4C PROJECT* 04181.04C-19121 MODEL: 4EHB "2605-HAYDEN" GARAGE BVWG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C DAAT,rrE: 02/08/22 SCALE: 1/4"=1'-0" 811EET S1 30" MIN. EACH WAY MONOLITHIC FOOTING } °q STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED f CELL SEE PLAN FOR SIZE AND S CELL SEE PLAN FOR SIZE AND as SPACING REQUIREMENTS SPACING REQUIREMENTS GARAGE DOOR RECESS FM °. e"CMU WALL 8" CMU WALL r l 1 CORNER BARS, SAME SIZE AS LARGER BAR I e. s +- 0'-0" IN FOUNDATION WITH 30" LEG EACH w +_ p-0" 9 WAY AT ALL CHANGES IN DIRECTIONS dI TOP Of SLAB TOP Of 3LA6 I •° 1 SO THAT THE STEEL REINF. IS CONTINUOUS a MATCH AMOUNT OF CONTINUOUS BARS rL° CURB FOR SEE SLAB SCHEDULEVARIES BAR SIZE 48 BAR DI0. 4" CHAMFER (1STORY) W/ 12'IS 18" ISTION6" EXT. PORCH SLABqAN..R&AI4TITY EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE I 4" CHAMFER (1-STORY) . I If CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET AT ELEV. AT CHAMFER (2STORV) JOINT (WHERE #4 24" W/ 12" ISOLATION I . 6" CHAMFER (2-STORY) r APPLICABLE)SEE 3OR SCHEDULE #5 30" JOINT (WHERE APPLICABLE) •. r:' 4. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING MDBAR SEE #6 36' i FOR WD, BAR SIZE i DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST h ANDBARQUANTRY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 @GARAGE SCALE:3/4'•=P-0" CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" SCALE: (1) #5 REBAR VERTICALLY W/ CONC. ? POURED CELL LAP TOP PLATE A MIN. OF 48" g 8"CMU AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT nl $ 14 REBAR 024" O.C. @ CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN $ SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING g i 25 WALL W/ SYP No 2 STUDS SEE 4 o 10 5' — I PLANS FOR SPACING. SINGLE I 2" CAPPED NEW REINF. BAR c N SECURED W/ 2- PART AEPDXY. MIN. EMBED BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB WI10d MASONRY •-,.4• . GALVANIZED PIPE 4 8", UNO FOLLOW ALL MANF. NAIL 12" O/C STAGGERED. ADDITIONAL METAL O h I - 4' CONC., REINF. W/ W�FLANGE BASE SPU.ECIFICATIONS FOR CONNECTORS NOT n k6" #10 W WM ON E AND i I UIRED WHEN NO k 6-MIL POLY ETHYLENE 4 PREPARATION OF 4• r UPLLIIFT ISPR PRESENT. u' N VAPOR BARRIER ON HOLE. p SEE SLAB SCHEDULE g • ICI ' WELL -COMPACTED SECURE FLANGE TO ? CLEAN FILL TERMITE SLAB W/(4) 1W X 2 1/4" o O•% +- 0'-0" jJ TREATMENT SHALL BE TAPCONS 4P Q- 70P OF SLAB 4 5' BORA-CARE P� \ 4 •. (2) CONT. #4 REBAR 4" CHAMFER (1-STORY) `o • —° f 6" CHAMFER (2-STORY) - ' � 4 (2) #5 REBAR ON CHAIRS 4 • • • 2,000 PSF VIRGIN SOIL OR 95% EQ ED E LE 17MIN. DEPTH INTO COMPACTED SOIL CHED tuft SEE VIRGIN OR ENGINEERED SOIL h AND BAR QUANtm SLAB HEIGHT LESS THAN T-6" pea pLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP MONOLITHIC FOUNDATION SOA1E 34"10" (NO UPLIFT) �OLLARD 5 6 FOOTING W/ BLOCK WALL SCALE: 3l4"=1'-D' SCALE: 3/4"=1'-0' 1 A SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/PLAN H El 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE 2i CELL SEE PLAN FOR SIZE AND BTM. PLATE 70 BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL dsd SPACING REQUIREMENTS 3 12" O/C STAGGERED. �q m ADDITIONAL METAL is CO NNECTORS NOT w REQUIRED WHEN NO UPLIFT IS PRESENT. 8" CMU WALL POURED LINTEL CONT. (TYP.) 3 •r0•; e"CMU FILLED CELL (TYP.) ~ +_ 0'-0" TOP OF SLOB +_ 0'-0•, • TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING .:4 +-0'-0" TOP OF SLAB '4• 12" DIA SIMPSON STB2 BOLTS 6' MINIMUM EMBEDMENT INTO GROUTED CELL, 4•' FROM ENDS AND SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) 4 BAR SIZE 48 BAR DIA. b d ' 4 4 W/12"ISOLATION 5'CHAMFER(2STORY) #3 18,• ° 16'O.C. VERTICALLY MAX JOINT (WHERE • #4 APPLICABLE) MATCH STEEL 0'6" REINFORCEMENT PVC CHASE H PER SCHEDULE ]4" 6 SEE SCHEDULEFOR MD, BAR SIZE THRU FOOTING #77' 6' PVC CHASE THRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR MD MR SCHEDULE R FOUNDATION WOOD WALL INTERIOR FRAME BRG WALL TO &AwrrE AND BARQUANTRYALE: PVC CHASEPER ON� 3/4"=l'-0' UPLIFT) BLOCK WALL CONNECTION THRU FOOTING (NO n 1 L SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www,abdesigngrou p.com L AA #: 0003325 S � Y may. � Cj ql ILL-) 8u3DiV as LOT: ABBOTT PARK LOT #19 BLK #12 PHASE #4C PROJECT* 04181.04C-19121 bwDEZc 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP, C DATE: 02/08/22 ECALE: 1/4"=1'-0" SxEET s1.1.A- FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" IN I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup'.com AA M 0003325 F SLTHDIV. Ic LOT: ABBOTT PARK LOT #19 BLK #12 PHASE 4C PROJECT 04181.04C-19121 MODMU 4EHB "2605-HAYDEN" GARAGE SVRNG: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C RCLAM A ABOUCMACRA AR NO 93723 DATE: 02/08/22 SCALE: 1/4"=1'-0" SKEET s1.2 SLTHDIV. Ic LOT: ABBOTT PARK LOT #19 BLK #12 PHASE 4C PROJECT 04181.04C-19121 MODMU 4EHB "2605-HAYDEN" GARAGE SVRNG: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C RCLAM A ABOUCMACRA AR NO 93723 DATE: 02/08/22 SCALE: 1/4"=1'-0" SKEET s1.2 TIE VERTICAL REBARc TO HORIZONTAL REBARHOOK GROUTED BOND BEAM h VARIES PER ELEV. a s4e + N I - SCLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. 4 TIE RTICAL REBAR .. . 4 • TO HORIZONTAL , REBARW/10'HOOK "-4— BAR SIZE 48 BAR DIA. #3 18" i #4 24" #5 $0' #6 36' #7 42" HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1'-0" NEW REINF. BAR R I SECURED W/ 2- PART EPDXY. MIN. EMBED 6", UNO z FOLLOW ALL MANF. 8 SPECIFICATIONS FOR USE AND PREPARATION OF HOLE. .4 e STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS BAR SIZE 488AR DIA. METHOD #4 24' HORIZONTAL/VERTICAL #5 30' REINFORCING #6 36' 2 #7 42" SCALE: 3/4"=1'-0' EXT. PORCH SLAB W/ 1/Z' ISOLATION JOINT(WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS El I I El m b 8" CMU WALL _ a SEE SLAB SCHEDULE 4" CHAMFER(1STORY) 6" CHAMFER (2S70RY) MATCH STEEL a REINFORCEMENT PER SCHEDULE SEE SCNEDIILE FOR Y&D. BAR SIZE AND BAR DUANiRY #5 BARS Ell a� e.. CMU UNIT DIMENSIONS ARE NOMINAL SIZES O 3 MASONRY SYMBOLS SCALE: 3/4"=1'-0" TOP OF SLAG T 4' TOP OF SLAB T BAR SIZE 48 BAR DIA. 4 4' #3 18" #4 24" e -e #5 30' 36 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE THRU FOOTING 5 SCALE: 3t4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX 407-774.4078 www.abdealgngrou p.Dom AA B: 0003325 A rn W f 0 avHDIV. lk LAT ABBOTT PARK LOT #19 BLK #12 PHASE #4C P120JECT# 04181.04C-19121 KoDE71 4EHB "2605—HAYDEN" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH EXP. C J 1 RMAM A aeoucw►CRA L AR No a�r3 J DAM 02/08/22 SCALE: 1/4"=1'-0" SKEET S1.2A- 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 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. 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, 10. 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 C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SI2f 8 DESCRIPTION REMARK 10 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.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 (fe SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 1 8xl6 (1)f!5 (1J#5 N/A GROUTED SOLID B82 MASONRY 3000 w (1)05 N/A GROUTEDSOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77"078 FAX 407-774-4078 www.abdesigngroup.com AA tF. 0003325 k y � 6 A AMID 9 IP I. usD:v as LoTABBOTT PARK LOT #19 BLK #12 PHASE 4C R OJECT## 04181.04C-19121 MODEL 4EHB "2605-HAYDEN" GARAGE MIMNO: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK -- 3O'TVPICAL #5 BAR IN BOND BEAM — CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'1T' OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION 05 BAR BENT AS SHOWN Q. 16 #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1'-0' �aOtN PLACE STEEL REINFORCING (1-2) 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, T F=FILLED W/GROUT r'' U=UNFILLED NOMINAL ///���#OF #5'S, IN 2ND BOND WIDTH / BEAM COURSE °�NEa 16_1T/1 M/OB P�EfEP NOMINAL—�� $ HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1TIlM,D8 INDICATES A DOUBLE BONDBEAM Z.OF#5'S, BOTTOM AND XFXX- 1TMVM INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1T/l M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE-CAST.3114" 4. WINDOW C' SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION �— SCALE: 1 1/2"=1'-0' SINGLE #5 CORNER 1 BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN 7 ELEVATION OF BOND BEAM SCALE: 3/4"=1'-0" TYP. BOND BEAM 'II� 1#5 TYP. B'k18' b BOND BEAM 8xl6 OBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP Of W/(1) #5 BAR .,` BOND BEAM Ao GROUT SOLID FROM ooTOP LINTEL TO TOP OF BOND OF OPENING BEAM, If FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (1-2) LENGTH OF BAR = WIDTH OF MASONRY QPE"'NG-2' BEAM DESIGNATION OR n Sx8 PRE -CAST CONCRETE L SCALE: 3/4"=V-0' LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 2X4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 1S' O.C. MAX. MIN 1-114" EMBEDMENT 2x8 (MIN 2 X3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" D.C. MAX. MIN 1-114" MIN, 2-12d PER BLK. EA. END EMBEDMENT 7118' OSB SHEATHING CMU WALL 5 ARCHWAY FRAMING DETAILS SCALE: 34" = V-0" WDODSECII011 FASTENERVACNO d. =2" MIN, 2 }" MAX a.=2 t"MIN, 9"MAX A =1 k' MIN, 2I" MAX on = a' MIN, 2 }'MAX d,=2"MIN, 21 MAX s. = 2 }' MIN, 9" MAX 12i2* ar =1 }J'MIN, 21' MAX }'MIN, 2i".MAX 4 =2" MIN, 2 }" MAX (2)2X9 4=1}'MIN, 2II'MAX }'MIN, 2JJ'MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: -. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN _ ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 q' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: c6 = END DISTANCE % = SPACING BETWEEN ADJACENT FASTENERS IN A ROW 4 = SPACING BETWEEN ROWS OF FASTENERS as = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT $ SCALE: N.T.S. alp 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 g y O E a N SVHDIV. Ac LOT, ABBOTT PARK LOT #19 BLK #12 PHASE #4C PROJECT# 04181.04C-19121 atOaELo 4EHB "2605—HAYDEN" GARAGE SWWO: RIGHT PAGE: DETAILS 160 MPH EXP. C ROLAND A.ABOUCHACRA AR No 93723 , PRINT DATE: 02/08/22 BC#.ZX: 1/4"=V-0" 79FIEET S2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8184E B-lT 1r 1T 1T/OB -1T/M TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 818-IT 8/10-1T Snatr ana-1r 8r28-1T 9r IT e/6I 16-iM ITn rmB 1T/1B -1T/18 8/8-2T 8/16.27r M0.2r &24.2r 8F2&2T 8/32-2r 3'-W PRECAST 1436 952 3114 4217 5321 6428 7531 1 3' 8" PRECAST 689 1024 3' 8" PRECAST 1569 3624 4394 5263 6132 7001 2485 6113 8385 7708 9031 10000 1569 3524 4394 5283 8132 7001 4'-0' PRECAST 1085 700 2305 3125 3945 47M 5687 4'-0" PRECAST 514 763 1 4'-0" PRECAST 1383 3080 3815 4M sm 6079 1961 8113 7192 6524 7627 8751 1363 3000 3816 4570 sm 6079 W-6- PRECAST 819 533 1770 2400 3033 3666 4300 ' PRECAST 4$' 398 591 4'$• PRECAST 1207 2582 3375 4043 4711 5379 IBM 5743 7547 6752 8541 7565 1207 2707 3375 4043 4711 5379 5'-4" PRECAST 931 1247 19M 2500 3123 36" 4249 5'�' PRECAST 411 411 5'-4' PRECAST 1016 IBM 2374 2044 3513 4064 1319 4480 Me 7342 5780 6258 1016 2276 28M 3399 3961 4064 5'-10" PRECAST 817 1024 1631 2D90 2549 3009 3470 5'-10' PRECAST 340 338 5'-10' PRECAST 909 1499 1971 2443 2915 3387 llfil 3893 5877 6036 sm 5m 929 2000 2593 3107 3620 4133 61-6" PRECAST 692 1139 3227 3031 3707 4383 Nei V-6' PRECAST 410 721 61-6" PRECAST 835 1201 1678 1955 2332 2709 1139 3227 4596 7054 10000 8825 835 less 2329 2790 3261 3712 T-6' PRECAST 570 938 2498 2205 20M 3191 3685 T-6" PRECAST 303 534 T-6' PRECAST 716 900 1181 1482 1743 2026 936 2498 3408 4ee4 7087 6472 727 1024 2025 2426 2827 3228 9'4" PRECAST 428 633 1593 2204 2481 2818 2621 V-4" PRECAST 192 384 9'-4" PRECAST 454 566 767 948 1129 1310 639 1874 2298 3081 4099 4899 672 1916 1849 1968 2184 2519 10' 6' PRECAST 388 487 1247 1767 19D4 2163 2028 10' 6" PRECAST 151 301 10' 6" PRECAST 356 488 612 755 899 1042 550 1407 1897 2781 3222 3784 b04 1190 1472 1763 1710 1989 11' 4' PRECAST 330 544 1312 1742 2252 2888 3690 11' 4• PRECAST 132 417 11' 4" PRECAST 430 406 630 653 m 872 544 1312 1742 2252 2886 3552 488 1042 1372 1843 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 306 476 587 60 783 5f17 1210 1598 2048 2686 3171 440 940 1300 15s0 1314 1476 1T 4" PRECAST 270 433 1045 1365 1732 2157 2535 1T-4' PRECAST 82 298 13'-4" PRECAST 308 303 393 484 675 645 414 1045 1365 1732 2318 2805 396 780 1057 1312 1071 12D3 14'-0' PRECAST 254 See 978 1272 1806 1986 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 525 609 300 978 1272 1 1806 1950 2389 378 717 961 1192 976 1133 14' 8" PRESTRESSED N.R. NR NR NR NR NR NR 14' 8' PRESTRESSED N.R. 283 14' 8' PRESTRESSED 239 422 506 en 740 865 466 1079 1420 1824 22" 2712 246 653 980 1237 1474 1715 15'4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 252 ■P 151PRESTRESSED 224 387 484 674 684 m 412 1014 1340 1703 2116 2513 230 818 908 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 17'-4' PRESTRESSED 187 320 365 451 587 680 300 856 1121 1413 1739 2047 192 506 m 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'r1" PRESTRESSED 102 260 348 430 $13 695 235 730 959 1200 1487 1716 188 429 628 803 950 1098 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21'4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 637 890 818 943 27-W PRESTRESSED N.R. NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 228 200 369 428 497 155 '6 550 794 992 1203 1381 137 358 513 859 779 900 24'-0" PRESTRESSED N.R. NR -- NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0• PRESTRESSED 124 174 246 302 36D 418 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA B: 0003325 S Ci c 0 stmDly. :#12 LATABBOTTARKLOT BLK PHASE4C PROJECT* 04181.04C-19121 MODE1a 4EHB "2605-HAYDEN" GARAGE 8TrWG: RIGHT PAOE: SAFE LOAD TABLES 160 MPH EXP. C IF 11/ KA A ABOUCHACRA AR NO 93723 00 PRINT DATE: 02/08/22 aCALE: 1/4"=f-0" sitEET s2.2A FRAMING NOTES: 1. U.N.O-ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND - CLEAR SPAN OPENINGS, 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9A 106 3 9B 9. 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. F1*7777771 '. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES u u u n n n u n n u SECURE MEMBERS TO WALL WITH POWDER u n u n R @ 16"TED FASTENER, ZF 72 PSS38, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. R, ' LO G, WITH I II II II II N II II II II I N II II II II II II II II 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END u u UNLESS OTHERWISE SHOWN DIFFERENT n n u u n u u n n N 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON II II II II II II II N II N II II II i II II II II II RATIONAL ANALYSIS, u 11 n u n If If u It It n n 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS 11 rrJ2 11 IL 11 N NOTEDOTHERWISE. J3 N IL II II II II II II II II 1 ®N .n 11 (I J9 I) of If n 1. It 1. it it It it ofn n u" " n u u u 1,n II II II II II 4 BM1 TO CMU WALL W/ II II N II II II II II 2x4 WOOD WALL W/ , TRUSS MANUFACTURER! ENGINEER NOTES: SIMPSON LGUM46.SDS W/ (4) V x r TITEN HD ANCHORS AND I n n n n u n n II �� 2x4 WOOD (I s %ADC (I II N II WALL W/ N II SYP. NO.2 STUDS n @ 12" O.C. II n N II I W (4)Y'x2WSOSSCREWSTOBMI SYP. N0.2 j II 1) 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE ""J 1. u n a u STUDS @ u FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 12" O.C. I II (If 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS BM1 WOOD r ���1�r�i WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. WA2XI 6 LL W DBL 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO 41 II II STUD UNDER II II TRUS6 CONNECTIONS. s4 =- _-_ ===e=dl II EACH JOIST 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. I r - -, 11 ri u 3 108 9A - I I(T u 1 1 III III 4 .1 DBL STUD 1 L=- WALL N N 2X4WOOD WALL W/DBL. II I (I II II 'I =�.' _ - 4 II r1 STUD UNDER 11 PROVIDE DRAFTSTOPPING THIS TRUSS ASIN II u 1 H JOIII T N E .ALONG 00 S.F. II " II II PER FBCR 302.12 u n u a u II _ _= PRE-FABFLOOR -JOISTS11 J7 1 I'� = �0= u u u B II II II II n tr n n u 11 II II it II II II n n n,^ n r1 u n rl Ir r1 FIRE u u u `- -� h II II I II II II II II it FLOORS-�, _______= __� � rl rl rl rr rr II II II rr FOR DRAFT II PRE•ENG. _ STOP - - t3.1 II II II II Il II II II II II FLR. TRUSS 9C 3.1 __ u u III a uIIII n u 11 ELEV. VIEW Ysesssd'1 $a11 'll=6 98 tOB 3 PRE-ENG. FLR. JOISTSi 3/4" PLYWOOD__- 8 7 jI DRAFT STOP III 3.1 .1 PRE-ENG. FLR. JOISTS-n-, jj, I I TI 2X4 NAILER FOR DRAFT STOP FIRST FLOOR FRAMING PLAN 3/4"PLYWOOD DRAFT STOP SCALE: 114" = 1'-V' W OIST PLAN VIEW DRAFT STOP DETAILS COLUMN SCHEDULE MARK SIZE & BABE PLATE OR REMARK DEBCFlIPTION REINFORCEMENT WD-1 4X6 (3 Yz'k5 Yx") SYP. HTT4 W/5/8" DIA x 5" 5/S3.1A PT., WOOD.POST EXP. BOLT VS N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH:407-774.6078 FAK 407.774.4078 www.abdesigngroup.com AA #: 0003325 , 0 1�'l �q nI DIV. deBOTT PARK LOT #19HLK #12HASE. 4C PROJECT# 04181.04C-19121 acoaEx: 4EHB "2605-HAYDEN" GARAGE 9NIrT6: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C I ROCAPD A ABOUCHACRA AR NO 93723 I PRtNT oz/oa/zz S9IiEET A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 �' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C4 1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" 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, IX2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 Z' x 4", 6", 8" x 4'17' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) 8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:27D5 LBS (2 PLY) al� TYPICAL TRUSS/ u I`' GIRDER CONNECTOR(S) $GALE: SECURE IJOIST TO TOP PLATE W/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SERIES BACJERUX:I( TVIOSE88 4500 3/4" WOOD PANELS 6000 (2)12" WOOD PANELS 60 (2)1/2"WOOD PANELS 90 21 LUMBER 314" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 1/Z' HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING 12" GYP. WL. BD. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 12' O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. (_:"�I-JOIST CONNECTION @ L.B.W. `* scALE:3/4"=1'-a' (NO UPLIFT) DEPTH IWO —HOLE EDGE >5/8" —HOLE DIAMETER <2/5•D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM.- PLATE STUD NOTCHING AND BORING LIMITS SCALE: 1 12"=1'-0" EDGE >5/8" HOLE DIAMETER < 3/5'D DBL. STUD ENGINEERED WOOD TRL 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }'NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE 'ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: APT SYP #22"x V, 6'. 8" x 4%0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. \--A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SIDS J' x 2 �' TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (18) SDS }'x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d (2) J' x 57ITEN HD TO CMU AND (18) SIDS }" x 3" GALV. COMMON NAILS. 1X2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) SB�S BACKER UM THICKNESS 4500 3/4" WOOD PANELS 8000 (2) 12" WOOD PANELS 80 (2) 12" WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ 1Ddx12 HOG COMMON NAILS. EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 4DIRECTLY 2-12" NAI POST TO ON SLAB 4• e4 .e LVUWOOD POST CONNECTIONS 5 SCALE: 3/4"=V-0" A- SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 114) 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G <2900 LBS, U <210 LBS W/ (4) 3X' WEDGE-BOLT/J-BOLT, 6' MIN. EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12" GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHU57.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 314- 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 MIU4.75/16 G < 3455 LBS, U <210 LBS W/ (8) 3M'" WEDGE-BOLT/J-BOLT, 5' MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=1'-0" 6-0- MAX (M1X4) OR loMAX (Np2X4) MAX. OR 2x4 BTM. CHORD BRACING 10'-U' O/C MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=V-0" PERPENDICULAR TO I -JOIST # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL # 19DO UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W110 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. Z' COVER & 2' APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 314"=1'-0" lx4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN 2j 2X12 TR USL5RG. 2e MAX. W/ 24" MAX. W/ 8" MAX. END SYP. P.T. OF EAT ING LroIST LmIST SPAGNG FRONT*REAR SEE FRAMING PLAN �,P �,P LEDGER END OFLEDGERBOARD (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLTLEDGER BOARD TO J-BOLT OR TITEN BOLTS BE USED PERPENDICULAR W/ 2" WASHER & 5 12" LEDGER WITH IJOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST (2)2X8 R S 8" MAX. END 2e MAX. W/ 24' M4%. W/�eTEN SYP. P.T. OF SH A IN SEE FRAMING PLAN IIIST LroISTSPACING TYP TYP. FRONT :ir: LEDGER ;�. W D OF LEDGER ri' b d e e BOARD a !a 2X8 SYP P.T. TAPCON tf A' LEDGER BOARD TO W/ 3" MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER To _JOIST 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4-0". 3. ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK SIZE 1BOLTSIZE MN. END DISTANCEI CENTRAL SPACING A DOUBLE SYP 2x6 1 1/4" 1 11 24" O/C MAX. B DOUBLE SYP 202 1 (2) 314" 1 124" O/C MAX. A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. SOLTIJ-BOLT7TITEN BOLTS W/ 5_1/2' MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS 10 SWOOD LEDGER DETAIL (I -JOIST) SCALE: 3/4"=l'-0" (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d Q EA. TRUSS(DIAG. BRACE TO COVER 5TRUSSES) 0'-0" TO 30'-0" (1)'7(" BRACE 30'-1" TO 60'-0 (3) "X" BRACE BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM RED. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'4" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 12" DIA 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. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX, BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=V-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 (Ft 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 HIGA 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 F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'1 . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77"078 FAX: 407-7744078 www.a bdeaigngroup.Dom L AA M: OW3326 J W01 c� i] 2 p � C o v S C BVHDIV 81: LOT: 1tODEL: ABBOTT PARK LOT #19 BLK #12 PHASE 4C PROJECT* 04181.04C-19121 4EHB "2605—HAYDEN" GARAGE 8WMG: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C RINT DATIL. 02/08/22 OCALE: 1/4"=1'-0" 819EET s3.1A SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH SIMPSON H6 W/ (6)8d COMMON NAZI S EACH END PLATE STRAPS W/ tOd x 1 10 HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=l'-0' 8" CMU WALL REINF. PER PLAN PER ELEVATION 0 10 j PER ELEVATION -L (2) 214 P.T. W/ MASONRY NAILS a 17, D.C. 1X2 FIRE -STOP #8 WOOD SCREWS x 7' LONG Q 3' O.C.; STAGGERED OFF CENTERLINE 314" AS SHOWN (SEE FRAMING PLAN) DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOIST PERPENDICULAR 3 TO BEARING ON EXTERIOR WALL 8" CMU WALL REINF. PER PLAN #8 WOOD SCREWS x 2" LONG C 3' O.C.; STAGGERED AS SHOWN DBL, 2X8 SYP #2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 10/S3.1A —}" X 6' TAPCONS PER ELEVATION IJOIST (SEE _ FRAMING PLAN)I PER ELEVATION 2X4 P.T. CEILIP NAILER 1 MASONRY NAZI 0 17- O. 1X2 FIRESTC SECTION DETAIL AT I -JOIST PARALLEL 4 TO EXTERIOR WALL SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT STRAP TRUSS TO PL PRE-ENG SHEATHING SEAMS) (BLOCKING O PRE-ENG'D OC. WOOD SEE SCHED. BELOW ROOF TRUSS TRUSS (TYP) 0 24" . NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/T`L.,-?;t WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 37OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d% 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's C EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL V SCALE: 3l4"=1' 0" TRUSS TO TOP PLATE A- SIMPSON MTS12 U < 990 LBS W/ (14) 10d GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14) 10d GALV. NAILS EA. STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" y PRE-ENG ROOF TRUSS 518" GYPSUM BOARD OR 1/2'HIGH STRENGTH CLG, BOARD SECURE TRUSS TO TOP PLATE wl (2) 16d TOENAILS DOUBLE TOP PLATE 2X4 OR 2X6 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 SECURE ST, PLATE TO SLAB W/ 1/2W` WEDGE ANCHOR W/2" WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. 0 16" OC MAX. �'�TRUSS CONNECTION @ L.B.W. .7d DU SCALE: 3/4"=l'-U' 6 SYP NO. 2 WOOD POST TO SLAB SLAB. SEE SCHEDULE BELOW FOR CONNECTION T�T FL#17239 4 A.. 4AL. ,,,_ TRUSSMOOD POST CONNECTIONS I V Ct I V U I V V SCALE: 3/4"=l'-0" TRU88 TO POST CONNECTION A - SIMPSON MTS-12 U <990 LBS W/ (14) 10d GALV. NAILS. 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"x3'SDS, (1) 5/8"° A.T.R. TO HOU4 AND (10) 1/4" X 2 1/7 SOS TO POST POST TO SLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x 6" EXR BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 50 A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26)16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A F U �p gx A istmDIV ac IAT ABBOTT PARK LOT #19 BLK #12 PHASE #4C PROJECT/► 04181.04C-19121 MODEIt 4EHB "2605-HAYDEN" GARAGE 8WING: RIGHT 1 PAGE: DETAILS (I- JOIST) 160 MPH EXP. C PRE-ENGINEERED �� VALLEY TRUSS CONNECTION I N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003326 Ci �s% e etmnly. Z LrOT ABBOTT PARK LOT #19 BLK #12 PHASE #4C PROJECT# 04181.04C-19121 MODEL. 4EHB "2605—HAYDEN" GARAGE BWMG: RIGHT 1PAOE: DETAILS 160 MPH EXP. C AR DA 02/08/22 8CAL.E: 1/4"=V-0" RKEET s3.1c SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774.6078 FAX 407-7744078 www.a bdeaigngroup.com AA fl: 0003325 i A S UDDIV. ae LOT: ABBOTT PARK LOT #19 BLK #12 PHASE #4C PRO""' 04181.04C-19121 a�oaEL: 4EHB "2605- HAYDEN" GARAGE OVIMCF: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C D ATTZ: 02/08/22 MCALE: 1/4"=1'-0" EXAMET S4 SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAK 407-7744078 www.abdesigngroup.com AA N: 0003325 14 G k' iLL SUSU . & LOT: ABBOTT PARK LOT #19 BLK #12 PHASE #4C PROJECT# 04181.04C-19121 MODMA 4EHB "2605-HAYDEN" GARAGE BVnNG: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C J ROLAND A ABOUCHACRA L AR NO 93723 A DAPE: 02/08/22 sCALE: 1/4"=1'-0" a*== S4.2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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. 10. 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 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIPTION REMARK ( (2) 2X8 BEAM SCHEDULE MOZOM INDICATES OPENING BELOW/T.O.B. = TOP OF REAM/ B.O.L. = BOTTOM OF LINTEL I TO 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, TO. = THROUGHOUT MARK DESCRIPTION fc (P.I) SIZE WxH, REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)N5 (1)#5 NIA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774.4078 www.abdesigngroup.com AA #: 0003325 , lie ¢p ��qj m t� M8 gR 1 1 1 till _LLL acrHaty ae LOT: ABBOTT PARK LOT #19 BLK #12 PHASE #4C PROJECT# 04181.04C-19121 MODMI.: 4EHB "2605-HAYDEN" GARAGE 9WWG: RIGHT PAGE= SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE P TOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 M-OB 16.1Tro 1Tro8 1rroB 1rroB •lrroe TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH sr8-7T 1111T 620.1T er2a-1r erz8.1r ar32-tt 6r8-+s 1e-ttn m16 1Tne ttne -+rns 6/8-2r e116-2r Brzazr 04-7r er2a•zr erez-zr 3' 6' PRECAST 1438 952 3114 4217 5321 6426 7531 3'�" PRECAST 689 1024 3' 8" PRECAST 15% 3524 4394 5263 6132 7001 2485 8113 63e5 noa 8031 10000 1589 3624 4384 52e3 e132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5ii7 4'-0" PRECAST 614 763 4'-0" PRECAST 1363 3050 3815 45n 5325 8079 1981 6113 7192 6524 7627 8751 1363 3080 3815 4570 5325 8079 4'-0" PRECAST 819 533 1770 2400 3033 36M 4300 4'-6" PRECAST 398 591 4'4r PRECAST 1207 2582 3376 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 6379 5�" PRECAST 931 1247 1999 2580 3123 30M 4249 5'�" PRECAST 411 411 5' 4" PRECAST 1016 1806 2374 2944 3513 4084 13+9 4400 7196 7342 5780 6259 1016 2276 28M 3399 3961 4064 5'-10" PRECAST 817 1024 1631 2090 2549 3008 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2015 3387 1161 3693 yen 8036 6548 5776 929 2080 2693 3107 3620 4133 6' 8" PRECAST 692 1139 3227 3031 3707 4383 5061 8'$' PRECAST 410 721 6' 6" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8826 $35 1998 2320 2790 3251 3712 T-0" PRECAST 570 938 2498 2205 26M 3191 3685 7'-0' PRECAST 303 534 T 6" PRECAST 716 900 1181 1462 1743 2025 936 2498 3408 4864 ne7 6472 727 1624 2025 2426 2827 3228 9W PRECAST 428 633 1593 2204 2481 2818 2621 9 4' PRECAST 192 364 9'�" PRECAST 464 586 707 948 1129 1310 on1674 22" 3081 4099 4eee 572 1318 1643 1909 2164 2519 10'-8" PRECAST 388 487 1247 1767 1904 2163 2029 10'$" PRECAST 151 301 10'$" PRECAST 358 488 612 765 899 1042 650 1407 1897 2781 3222 3784 604 1160 1472 1783 1710 1m 11'�" PRECAST 330 544 1312 1742 2252 2858 3630 11' 4' PRECAST 132 417 11'-4" PRECAST 430 406 530 653 7n $72 544 1312 7742 2252 2888 9552 488 1042 1972 1 7849 1470 1770 12'-0" PRECAST 308 507 1210 1696 2048 26M 311 12'-0" PRECAST 111 370 12'-0" PRECAST 383 388 478 567 896 7e3 507 12+0 1598 2048 2586 3171 440 940 1300 1560 1314 1478 13' 4" PRECAST 270 433 1045 1355 1732 2167 2535 13'�{' PRECAST 82 298 13' 4" PRECAST 306 303 393 484 575 645 414 1G45 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 264 388 978 1272 1006 1988 2279 14'-0" PRECAST 71 293 14'-0' PRECAST 2n 278 360 443 526 809 390 978 1272 1806 1950 2369 378 717 eel 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR PRESTRESSED N.R. 283 14W PRESTRESSED 246 23 748 45 45s 1079 +429 1824 82 22n 27 2712 71 248 683 663 980 880 1237 1474 5 1715 15'-" PRESTRESSED N.R. NR NR NR NR NR NR 15'4" PRESTRESSED N.R. 252 15'•4" PRESTRESSED 224 387 464 574 684 m 412 1014 1340 1703 2118 2513 230 816 908 1134 1353 1672 1T 4" PRESTRESSED N.R. NR NR NR NR NR NR 1T�" PRESTRESSED N.R. 183 1T4" PRESTRESSED 1s7 325 355 461 587 680 300 as 1121 1413 1739 2047 192 506 72D 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'4" PRESTRESSED +62 206 348 430 5+3 595 235 738 go1200 1467 1716 186 429 623 s03 950 1099 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4' PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 464 527 100 598 an 1038 lies 1468 142 373 537 590 618 943 27-0" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 560 784 992 1203 1381 137 358 513 an n9 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR 24'-0" PRESTRESSED N. 91 24'-0' PRESTRESSED +24 174 246 302 3e0 41e 129 450 654 824 10 44 1147 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION PER MANUFACTURES SPECIFICATIONS - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM V OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 9 n G r ro MIMI AIMIM DA 02/08/22 2CMM: 1/4"=1'-0" SHEET s5.1A 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" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9, 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. 10. 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 2 718" LONG, WITH WASHER @ 15" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM Y-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/A2x6 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. COLUMN SCHEDULE MARK SIZE 3 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-i 4X6 (3 J4'k5 }�") SYP. HTT4 W/5/8" DIA x 5" 5/S3.1A PT„ WOOD POST EXP. BOLT y�� c3 c3 c3 c3 c3 c3 � II It It 11 1. It a III III CA 1 II I I CJ1 o CJ3 = n it n it it if n n ■ s M II s s II 3 CJ5 = II II II II I II III I I I I I tiA 11 II 11 II 11 11 11 n N Y n n n n Q 5 1B A8G 18 s 7 O U zzz3z zs- = z �ese =fz z a mlo A51 o QI0 A4�z= Z�IK I I I I I A31 o � PRE- ABRICATED ROOF O_ TRUSSES @ 24" O.C. Wy s==szzzz=z zz�z= z=z =z RYP zzzzszzzm- =s 1A RIDGE q, � =z�=sz zzz�z zzzz=z z z�zzz�z=z s 1f c)k— WIR I I I (ATTIC I I 0I� zs= z =s mCE S z=z = =s=s4 z az z� s5 a =s'=A6 =� U rill,A9G 1B .1 ZCJ311 u n - s=s II II II II IICJ,I� IIw WI...z..... �3 �1 ==s= _______ to i i ---------J 7 8 1 1 ROOF FRAMING PLAN SCALE: 1/4" = V-O" ON • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.com AA M: 0003325 Mt jp�u�c 9 9Mrv. & LOT ABBOTT PARK LOT #19 BLK #12 PHASE #4C PROJECT# 04181.04C-19121 MODEL 4EHB "2605-HAYDEN" GARAGE BWMG: RIGHT PAOE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C 1 ROLArD A. ABOUCHACRA L AR NO 93723 J DATE- 02/08/22 ,SCALE: 1/4"=1'-0" 92'lEET S6 F"AFL NIP RODE �—i ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.00) ZONE 3 = 66.50 PSF (76.50) ZONE 2e = 66.50 PSF (76.50) ZONE 3e = 76,60 PSF (86.60) ZONE 2n = 76.60 PSF (86.60) ZONE 3r = 91.70 PSF (101.70) ZONE 2r = 76.60 PSF (86,60) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/. 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 19/3Z' STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' STRUCTURAL SHEATHING EXP 1 (40t2O).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 1 Od RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL] FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 12" 0131 F1667 SCREW SHANK 000 170,000 • RING ( 1 6-20 RINGS RSRS-03 8d RING SHANK, 2 3/6' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1YP' CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND SO RING SHANK GUN NAILS 4" O.C, TOP & 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 ROOF SHEATHING AT'TACHEAIENT SPACING ZONE 1: 1 Od NAILS 0 4" O.C. ON EDGE AND 6" O.C. INFIELD ZONE 2e, 2n, 2r: 10d NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r. 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 So RING SHANK GUN NAILS 0 4' G.C. TOP & BOTTOM EDGES go RAFTER OR TRUSS ROOF SHEATHING I BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 214 #2 SYP OUTLOOKER RAFTER W/ BLOCKING a 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 Is" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING TYP. EXT. SHEATHING A ACHMENT FOR STR CTURAL ROOF SHEATHING #8 2' DECK SCREWS @ 6"4" O.C. MAX EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 781 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/802-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAVANGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33IC33M. MAXIMUM AGGREGATE SIZE SHALL BE 3W. PROVIDE 6%MR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED &I PROVIDE 64AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-ONGROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. FORM -WORK - FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES 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 REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD, EXCLUSIONS FROM THESE PLANS; MINIMUM NAILING PER FBCR 2020, Ah EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING SYP an. ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 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 SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD-nonconwnent 10 psf BTM CHORD non-conwr ent DEADLOAD DEAD LOAD 15 pH TOP CHORD 20 psf TOP CHORD (7 psf w/ASP HALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 PET BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf WELDED WIRE MESH. WELDED HARE MESH, SHALL BE ASTM AT 064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALT BE SUPPORTED WTH 2' CHAIRS SPACED T-O* OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMEDBARB FREE FROM OI SCALE AND RUST AND PLACED R L, N CESIN 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 ENGINEER'S REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' #5 BAR - 30" 97 BAR - 42' PROVIDE 35' X 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WTH THE "NATIONAL DESIGN 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 DRAW NGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION: AND "BCSI LATEST EDITION' 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/ASCE 7 88: 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-18 (FBC R2020) EXPOSURE C, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT 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 VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30ps1, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY; PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 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 THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH 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 MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE V. = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAW NGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW NGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ASTM C-478 AND SHALL PROVIDE A MINIMUM COMPRESSIVETR NGT OF 0 PSI A WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES; THE CONTRACT NIM STRENGTH H 300 T 26 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERW SE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10', USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THATTHE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-014-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5Pd- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C99/C91M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAWED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL 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 SHALL BE AS FOLLOWS: A 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-112PFOR 45 AND SMALLER 2PFOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS I40 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM -2 0. HORIZONTAL AN E C 7 ZO D VERTICAL MORTAR JOINTS $HALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM Y A36/A36M F = 36 kel FOR ANGLES PLATES AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE B F = 48 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE B TYPE R - L EEO S. F - Y Y 35 ksi. 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 F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN-0FF-THEAUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SZE TYPE .—No REMARKS APPLIOATIUJ SZF TYPE BPAgNG REMARKS I#PT—INGTO MA9CNRY IWNC. CASE HARDENEDCU'L NAILI-LONG. S,� GARAGEDOORBUO( TOMA90NRY1CONC. I1TDA. NO WATER APWNMP90NRV FASTENER S.OG EMBED., a END GET., 011IYEWEG SOD, K. EXT.W C48E HAROENEDOGL S"OTC w1NDONtlWOW FASTENED GA.AGEDOORBUq( 3 GN'O —ON BOLT IS"DC(3e"qN EMBED. 4"ENDDST., PT, SEENOTES NAIL I IIZ'LONG. STAGGERED KRTIWHC. TO MASONRYIWNC. WWASHER 24°gC(1YY'gA) 3•EDGE g9T. W1NDOw aucK Gl9E HARDENEDCOL B°orc wNWwmooro FASTETED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING tx PT, SEE NOTES NIL IIZ'LONG, STAGGERED INTO AUBONR-- MA90NRYlo— REQUIREMENTS E%t. SWINO ODOR (Z)NI—A. "TAPWN 1-EMBED, SEND. IS'O/C BUgc 2e IT SEE NOTES NO WASHER FASTNER OIST.. I I YL' EOGE qST. 2K PT IMNDCW BUD( 0.13E°PAF s 21I8" 9'OIC 4"ENO DST.,111Z' PT TO STEN WL.,SEE WI WASTER BTzZNE. EDGE DST. NOTES NOTES 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 / OR 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 BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. W NDOW AND DOOR BUCKS SHALL BE AS W DE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR BONG DOOR WTH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003326 a os� U Y pp d S � d StMDIV do LOT: ABBOTT PARK LOT #19 BLK #12 PHASE #4C PROJMCT# 04181.04C-19121 MODZZc 4EHB "2605— HAYDEN" GARAGE ewngci: RIGHT PAGE: DETAILS 160 MPH EXP. C Dltn" A==: oz/o8/zz 8CA=: 1/4"=1'-0" sltEET SN1 KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS aurRalom: , RI»+R6gIOTHN NEr»arEOEIID°CwOlYealDubRvnmAlE FGUW11�4Ea F%4`WWa``M v�E1GD1GIrY°DaiEMIKANOtCIDKM�� ri°`i8 WERDaDFAFI NREOJMIDn Dle euwac°Naae W eK mo+. ss�a>,«rewa�era.r,»E,eEr•iceuenaw w uwe. rrlwrr.r.T a•.•r, u•«r WARS encana�iNcnz [ snnK rwuRot*eaR6D rDRufraLE ofrwnarrancr» iRowcrawo4 rD m.E amucnwE rr»ms YYaNKEW OTiwF MCMECTUR[NOME4paCOepfDRD4 �rVY. E. 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Ills 0. 6 L499�- 0.94 .54 1/2- J-CHANNEL/TRIM 1 VINYL (No. 1100) 25, 022 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRIM SCHEDULE VKYL SOFFIT SERIES J-CHANNEL FASCIA 12• TRIPLE 4 SOLD NO. 0623 SOLID SOFFIT 12• TRITE 4 FULL-O-VENT 1/2- J-CHANNEL 4• FASOA NO. 0622 VENTED VINYL AUAIWUY SOFFIT NO. 1100 NO. 9700 12' TRIPLE 4 1- 12 El No. 0659 YE _ED $OfFIT SwiME — .w.v BILL OF MATERIALS � s � aom� w ricer , ru wE.m .-beai4 - 9Q OWED p1 flZl x Eaa, - RE oarND ow rm 7 Iq1€ ,o ow RRT , 9 qpY O11,L1P F ,-,/]' T-Naa Port CarJl[I[ N6 IwfalEr 8VR»ARa �y aon• araRA E ,_u4•,aal wFa sm¢ T to M % T/» YCM Dtdell 6TN4E ,• W4 lEwOa SEEP Nfa. ,0 e Y Idlawl ,rro t Rd - aG - 0.a1 IeA etOt aTrw a r warty Eoro E- >N . au wN Scao u srm BOARD BY OTHERS ® TRIM NAIL INSTALLED THROUGH OSTAPLES INSTALLED FASCIA IE 16' O.C. MAX THRU SOFFIT AND J-CHANNEL AT NAIL OSTAPLES INSTALLED HEM AND IN VALLEYS OF iO THRU SOFFIT AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED O.C. MAX (INTO Oq FASCIA �y17' J-CHANNELO oOD)IN J-CHANNEL MAX. DETAIL A BATTEN 3 FALES INSTALLED SOFFIT AND NNEL AT NAIL HEM IN VALLEYS WOOD SCREW OR ING SCREW. EN ATTACHMENT *MWAXi STAPLES INSTALLED DENER SPACED 24" 17 O.C. MAX (INTOO.CWOOD) IN J-CHANNEL SLOT OR T-NAIL 017'OFFIT 1OO.CMAX(INTOCONCRETE/MASONRY)® WOOL} DETAIL D LLED O INSTFIT J-CHANNEL THRULES ND FASCIA ,).CHANNEL AT NAIL HEM AND IN VALLEYS W }" M DETAIL E J-CHANNEL BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JO' BY OTHER HANNEL (D _ DETAIL B J-CHANNEL FASCIA ® BATTEN STRIP ANCHOR 1Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO STAPLESINSTALLED THRU SOFFIT AND J-CRANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN BATTEN 0 SO rCOOD) NSTALLATION SCREW, ATTEN ATTCHMENT ASTENER SPACED 24• g AX O.C. TAPLES INSTALLED Q 7 O.C. MAX (INTO IN JLMANNEL7 LOT OR T44AIL R 1CMAX(INTO ONCRETETMASONRY) `CONCRETE/CMU OR / WOOD (NOTE 1) J'I DETAIL C J-CHANNEL BY OTHER 21/4" NSTALLATION SCREW, EMS. BATTENATTCHMENT FASTENER SPACED 24. O MAX O.C. TAKES INSTALLED T O.C. MAX (INTO WOOD) IN J-CHANNEL LOT OR T-NAIL 0 17 O.C. MAX. (INTO CONCRETE/MASONRY) WOOD (NOTE 1) NOTE t: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEIMASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION PAN'12).--SPAN//� AVE WIDTH I (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE: 1) SEE DETAIL'A' -1"' av SEE DETAIL'E'—/l �_ l SEE DETAIL'D' -� SEE DETAIL'E"-� EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END 4 Z{AL A 12" TRIFLE 4 SOLID SOFFIT - VINYL - NO. 623 IETAa s 12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL - NO. 622 ! 9 Jit crAa A 12" TRIPLE 4 FULL—O—VENT SOFFIT ECO — VINYL — NO. 639 EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTEA) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 G A NJ aysaiv aI.oT: ABBOTT PARK LOT #19 BLK #12 PHASE #4C PROJECT# 04181.04C-19121 MODMI. 4EHB "2605-HAYDEN" GARAGE SNING: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C \ r I DatNT ATE: 02/08/22 8CAL,E: 1/4"=1'-O" e*MET sD1 GENERAL REQUIREMENTS: • HARDIESOFFITO PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIGA), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION NVIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE 'I INSTALLATION: • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES FIGURE 3 TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. LESS THAN OR EQUAL TO • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE 12" WIDE SOFFIT INCHES OF NET FREE VENTILATION PER LINEAL FOOT. ` • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. R FASTENER POSITIONING: VENTING TO 1" FROM END • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" OUTSIDE OF 0OF SOFFIT AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) FASCIA EAVE SHIM AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS 3/8" FROM END LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). HARDIESOFFITO OF SOFFIT (WOOD) VENTED PANEL JOINTING METHODS: SUBFASCIA ° SIDING • INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X V LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 MODERATE CONTACT IBC 2304.9.5." LtHVt HYF'KVYKIH I t GAP AND CAULK FIGURE 2 FRAMING MEMBER NG ER H-J( BATTEN NG ER ING !ER FIGURE 4 GREATER THAN 12" WIDE SOFFIT P FASTENERS NAY FROM CORNERS IN FROM 7'E OF SOFFIT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 fe a >3 J lIntoizcT# usDm & w ABBOTT PARK LOT #19 BLK #12 PHASE 4C 04181.04C-19121 moaru 4EHB "2605-HAYDEN" OARAOIC DWINO: RIGHT PA►OE: SOFFIT DETAILS 160 MPH EXP. C DAM 02/08/22 acALM. 1/4"=1'-0" aiIEET SD2 31 '6 3 5 t flC-l-